The URL can be used to link to this page

Home My WebLink AboutEAST PROSPECT ROAD IMPROVEMENTS POUDRE RIVER TO SUMMIT VIEW DRIVE - Filed STR-STREETS - 2008-07-07A it L O U L cc L C N C I O CO U I O L � m O 0 U u o z row COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC `ESCRIPTION OF THE ALTERATIONS. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. POUD E RIVER TO SUMMITVIEW DRIVE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PREPARED FOR _� , CITY OF FORT COLLINS Citx of Fort Collins ISSUED FOR CONSTRUCTION MARCH 10, 2006 ^2 � o�� . A R AD �2 Lij Q V) > r w G� bi Q tY Q E ) a_ Z r ) LIJ h� J LLI J w � :., I— a_ In pca VICINITY MAP SCALE: 1 ' — 1000' Z� SHEET INDEX SHEET N0. DRAWING N0. DESCRIPTION 1 GN-100 2 GN-101 3 GN-102 4-5 GN-103 - GN-104 6 GN-105 7 GN-106 8-11 GN-107 - GN-109A 12-14 GN-110 - GN-112 12X-14X GN-110 - GN-112 15 GN-112A 16 GN-1128 17-24 DM-113 - DM-120 25-26 UT-121 - UT-122 27 UT-123 28-29 UT-124 - UT-125 30 UT-126 31-32 UT-127 - UT-128 33-35 UT-129 - UT-131 36 ST-201 37 ST-202 38 ST-203 39 ST-204 40-41 ST-205 - ST-205A 42 ST-2058 43 ST-205C 44 ST-205D 45 ST-205E 46 ST-206 47 ST-207 48 ST-208 49 ST-209 50 ST-210 51 ST-211 52 ST-212 53 ST-213 54 ST-214 55 ST-215 56 ST-216 T 58 �_-� �----�- M-218 'W" _`W �11 59A 69 ST 219 ST-219A 60-64 ST-220 — ST-224 73-76 RD-308 — RD-311 77 RD-312 78 RD-312A 79-85 RD-313 — RD-319 86-89 RD-320 — RD-323 90-91 CS-400 — CS-401 92-93 CS-402 — CS-403 94-99 CS-404 — CS-408A 100-109 LS-550 — LS-559 110 IR-1 11-112 IR-2 — IR-3 113-117 SN-500 — SN-504 118-123 SN-505 — SN-510 124-133 DT-600 — DT-609 134-159 XS-1 — XS-26 COVER SHEET LEGEND SHEET ABBREVIATIONS SHEET GENERAL INFORMATION SHEET EAST PROSPECT ROAD R.O.W. PLAN HORIZONTAL CONTROL PLAN TYPICAL SECTIONS SUMMARY OF QUANTITIES (ROAD OPEN) SUMMARY OF QUANTITIES (ROAD CLOSED) FENCE TABULATION SUMMARY OF EARTHWORK DEMOLITION AND UTILITY PLAN OVERALL STORM DRAINAGE PLAN WETLANDS DELINEATION MAP ANHEUSER BUSCH PLAN AND PROFILE PRPA PLAN AND PROFILE BOXELDER PLAN AND PROFILE UTILITY DETAILS STRUCTURAL GENERAL NOTES SUMMARY OF BRIDGE QUANTITIES STRUCTURAL GENERAL LAYOUT ENGINEERING GEOLOGY CHANNEL IMPROVEMENTS PLAN AND PROFILE CHANNEL IMPROVEMENTS PROFILES AND SECTIONS CHANNEL IMPROVEMENTS SECTIONS AND DETAILS CHANNEL IMPROVEMENTS SECTIONS AND DETAILS CHANNEL IMPROVEMENTS CACHE LA POUDRE L PATH HYDRAULIC INFORMATION CONSTRUCTION do CAISSON LAYOUT CAISSON DETAILS ABUTMENT DETAILS WINGWALL DETAILS PIER DETAILS SUPERSTRUCTURE DETAILS PRESTRESSED CONCRETE BRIDGE RAIL EXCAVATION AND BACKFILL ABUTMENT BACKFILL PHASING PLAN APPROACH SLAB DETAILS SCULPTURE FOOTINGS BRIDGE DECK ELEVATIONS ROADWAY PLAN AND PROFILES DRIVEWAY PLAN AND PROFILE SITE PLAN GRADING PLAN ROADWAY FLOWLINE PROFILES TRAIL HORIZONTAL CONTROL AND PROFILE STORMWATER PLAN AND PROFILE OFF —SITE PLAN AND PROFILE GRADING do EROSION CONTROL PLAN LANDSCAPE PLAN IRRIGATION DETAILS AND NOTES IRRIGATION SLEEVING PLAN SIGNING AND STRIPING PLANS CONSTRUCTION PHASING PLAN ROADWAY DETAIL SHEETS ROADWAY CROSS SECTIONS H H U) Y O 0 W m 7 7 � ,O O 0 0 W I I O r N I F N N O Q — — I — — M C O U 7 O L Of +_ (n O UI Z U C O W C O In � O U > ILL UI L W O O ct (n > 4- CD 4) Z N — +- L 3 N 7 Q N UI oI L UI CD In -q- rn N — O W a 0 W Ln N U N_ W H Of U W cr Q ¢ Q z a W a z Ld wZ MZ >O Q f W i-W m> U U I— U Z Q WN WN 3� JIn O O Q Q CDa0 ap o. U .Sy> M to CV OD 28�A) E N vr 8 v � c D = o o cD �5r0 N Uv. OD M N LLH LL H Z w 2 w O x a 2 o QZO oziJ J w �00 wII.-U w U)OJ ZW ULLO �0) Xu_ ox L) H Wo W CO of �O a WUU_ �U PROJECT NO. 020-207 DRAWING NO. GN-100 I a T Q t I MM w J z z � J N OLL CD z EE I:1 a 0 o: CC +.0 'gyp o-V a 6}u` z i N 1 V WA ,3 m 1 / W W z 0 E > 000 00 /o � N C � D N O 0 / j a a K0. DISTANCE VARIES Z o U I o o z Z3 DISTANCE VARIES z o I v o 0 O T.D Z DISTANCE VARIES 2.00' 1 r o v IW U Z O Z 0 O � lti o NY _J d W * * STA. 61 +89.29 TO STA. 68+23.37 SCHAFER PRIVATE PROPERTY, FENCE WILL BE LOCATED AT R.O.W. LINE COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAM FOR ANY CALL UTILITY NOTIFICATION PERSON. UNLESS ACTING UNDER THE CENTER OF COLORADO DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL RL ENGINEER, SURVEYOR ARCHITECT, OR LAND SURVEYOR TO �800�9��- 1 9 87 ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REQUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL ANDTHE MEMBER UTILITIES. NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 4.� MIN• 8- TOPSOIL (TYP) \ 3" TOPSOIL (TYP) 2' DISTANCE VARIES 2' 1 6.00' SHOULDER 2.0% DISTANCE VARIES 2' 1 6.00' SHOULDER 1/2- PROJECT CENTERLINE * STA. 70+93.21 TO STA. 71+32.17 TRAIL DETACHED STA. 71+32.17 TO STA. 72+17.56 TRAIL ATTACHED DISTANCE VARIES DISTANCE DISTANCE VARIES VARIES 6' CONCRETE 30.00' 1 22.26' TO 22.23' 7' TO 0' TRAIL 2' DISTANCE VARIES 12.93' TO 12'90' 5' BIKE (REFERENCE 12.00' 12.00' (CL TO LANE LINE) LANE 4.83' DWG DT-604 FOR TRAIL DETAIL) 1 6 1/2" HB 1 T.G.L. t 2.OX 2.0% \\� \ 4:1 MIN. 111 ABC, CLASS DISTANCE VARIES 4.00' STRIPED 9.00' BIKE LANE BUFFER 2.0% EAST PROSPECT ROAD CROSS SECTION - 115' ROW STA. 70+93.21 TO STA. 72+17.56 PROJECT CENTERLINE 30.00' 12.00' 12.00' 12.00' 1 � T.G.L. 2.0% 17.00' INFALL CURB AND GUTTER TYP. TYPE 2 SECTION 2B (REFERENCE DWG. DT-600 FOR CITY OF FORT COLLINS STANDARD DETAIL) NOTE• REFERENCE DWG, GN-104 FOR PAVEMENT THICKNESS REQUIREMENTS. 5 00' DISTANCE VARIES BIKE LANE 5.17' TO 4.33' , 2' EAST PROSPECT ROAD CROSS SECTION - 115' ROW STA. 69+80.25 TO STA. 70+93.21 PROJECT CENTERLINE 69.00, 34.50' 12.00' 9.50' 9.50' 6 1/2- HBP I T.G.L. 1 2.0% 2.OX 34.50' 57.50' DISTANCE 10' CONCRETE VARIES N TRAIL (REFERENCE DWG DT-604 FOR TRAIL DETAIL) 2.0% DISTANCE VARIES NOTE: STA. 68+75 TO STA. 70+93 REFERENCE EROSION CONTROL do GRADING PLAN FOR SWALE IN THIS AREA. 57.50' 4.00' 5' STRIPED BIKE DISTANCE 12.00' BUFFER LANE VARIES 1/2" HBP 7.03' TO 1 7.62' 2.0% /VA/VA/VA/VA/VA/VA/VA/VA VA/VA/VA/VAVA/ /VA/VA/VA/VA/VA V/VA/VA/VA/VA/VA/VA/VA/VA�> /� /.v i i�/i�/i�/i�/i�//\// ABcCLASS s \/\/\/\\/\ \ TYPEA2 SECTIONAN 6 GUTTER (TYP.) \\\\\\ \\\\\\\\\\\% TYPE 2 SECTION 1 B /\\\ (REFERENCE DWG. DT-600 FOR CITY OF\\/\\\\%�\\ �\ %(REFERENCE DWG. DT-600 FOR CITY OF\ \ FORT COLLINS STANDARD DETAIL) FORT COLLINS STANDARD DETAIL) EAST PROSPECT ROAD CROSS SECTION - 115ROW STA. 65+46.51 TO STA. 65+79.35 Q MEDIAN VARIES STA. 65+79,35 TO STA. 67+63.36 2' DISTANCE VARIES DRAWINGS OF RECORD 10' CONCRETE TRAIL (REFERENCE DWG DT 4: 1 ON FOR TRAIL DETAIL) 2.0% These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. I 0 Ckf N 0 a 2.00' 3 U o z Ckf W Lj En N 0 0 a a W o a a. a DISTANCE VARIES DISTANCE VARIES 2.00' --I z O U I W 3 zW p l� O NDf � N W O o d d J FEET 0 5 10 20 FEET SCALE IN FEET m o 0 0 W N I- N Q 0 0 o z U 0 W N ILLw o c� z 3 Q 0 CD Ln) V M N - O W a 0 W U W H 2 U LL K Q W � z a < W II z _ wz 3Z >O I- L.LLI I- W m } O 'ON 'ON a aLn 0 • 0 • a. - t, I I co N N in2coE 1.0 � 'L)Co =Cps �060 N NrV` x N I�LHICO U) H Z W W x Q Z 0 0JO �00 u; ate? OJJ a O 0 U F- f- a W5ILL PROJECT NO. 020-207 DRAWING NO. GN-109 10 i V) 01 COPYRIGHT © 2007 STANTEC DRAWING ALTERATION R 5 A "DILATION OF LAM FOR ANY PERSON, UNLESS ACTING TINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT RI ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORAW 1=800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STRAW BALE INLET PROTECTION (REFERENCE DWG. DT-608 FOR DETAIL) SILT FENCE (REFERENCE CDOT M & S STANDARD M-208-1) DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CD I N U 3 0 W W (n O O O Lf) Q H N W Z J 2 U c� SCALE IN FEET 0o m O O W N C H N N Q I 1 0 Cr O O Z U C O W _ N � N > LL C W O C of ° N 0 -C U Z 3 N Q � o a CD L(l V 7 N O W F- < 0 W f_ N W H C U U K \ O W W W O II Z < WZ .4Z LLJ rY O 1W 1-W mU U Ui- Z Ly1 N o 'o N a0 o o� II aUV) a- ap I C0 0 co N 2Do�O a (j If) U 2000 WDoi C 0 C00� 0orna) m rn0 N LLL HLL Z W 2 w 0 <ZO O:iirO o WHO dwZ BOO La O0 W A W O a WUu- PROJECT NO. 020-207 DRAWING NO. CS-405 e2 Z g a J O H Z 0 Z _O U) x W ad ;o < aZ oQ� W N J LL CAN1 2 '8 4 p E / oa > N + I U coo00 / O � N � O T] N O Lm O / C p > � WOE / --._ c E— v\ 43, dF STORM--SYSTE(488 M V / (—(4884) / -� gg6i \ A 16' - ^ (4885) (4890) ix SS�WR SSWR J L0 CD4889, 7 . I N U C7 (4889) ..��v A STORM SYSTEM D :,ILT FENCE/ w; F t•. EASE o � kM1M .� E��.._'� fig• " - C& V) { PROPOSED- R.O.W. 0 4" PERF. PIPE SUBDRAIN (4 85)_ _---- _ — W/ 4 LATERALS C:)— (48� SILT FtCE,, I + TEMISORARY`-GONSTRUC�TIQN I I LLO _EASEMENT / 0 O 1 \OD I I I IIII I COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT E A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THE DOCUMENT IS REOURED BY LAN TO AFFIX HE OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800=922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. AREA INLET 1 IIII'll N 123564.5065 111 I E 210570.6813 % _ . dLlll'tiH 1 L 31 LF 15" RCP (: �1 I NE 210555.1019II.. IIII I E 123536.4914 1 :'IIIII''I I iillll ( II. �.I IIII III I� IIII 1I1� II I Q I� 11� 111 II IIII I�,� III f II III I� I1111�II LI � / IIII � IIIIo� 1.11 / 0. I ¢' iIIIIII�I Itl /� I II III III ,JI I :Ii` I It � � II I MATCHLINE SEE DWG CS-408A \ , I ct7 I l i l l l PROPO tDG 48e0 I i I OD I' OF PON[ �' \� �\� I I pip SILT FENCE II DR,�WINGS OF RECORD , J Th se Drawings of Record have been prepared based upon/ information submitted by the CONTRACTOR. While this /information is believed to be reliable, Stante� is not re0onsible for its accuracy, nor for error -0r omis_ It&W wh�+'ch`may have been incorporated into thi�docuTent as a resdlt. STORM SYSTEM E -c C9 cE Cr- c cE cE- EXISTING EDGE OF POND 9� J\ PROPOSED TOE OF OPEN WATER \ SLOPE (TYP.) —TEMPORARY CONSTRUCTION EASEMENT I STRAW BALE INLET PROTECTION ' (REFERENCE DWG. DT-608 FOR DETAIL) SILT FENCE (REFERENCE CDOT M & S STANDARD M-208-1) 0 30 60 90 SCALE IN FEET m 0o w r r H N N Q I I Q 0 o 0/ c 0 n CC (n (D z U � O LLJ 0 LL y W O v 0= v cU) N 0 of Z - c 3 �o Q Vp` LD In v IY7 CV O W a 0 W N U W H r U � Li Q Q Cr O W W z wZ a LLI Of NZ >Y O �W I-W mU w� w� zW WO 'aN .4 a11 oN N 2-gm' E 5 " ��CO fn 0 N 0Uvx 0.:mm N LLF- LL co F_ Z W w 0 � 0 azo W-jo O U 0U LU II_ v) fn0OJ J a00 W Q_o Cr WULL PROJECT NO. 020-201% DRAWING NO. CS-406 96 Z a J Z Z 0 U) W 0()d �0 a a o_ oQ�Q W N J LLLL C1 t 9 4 f m L 9 � r N 1 m I / W W z z < J a / U r O N O N O N CooE o& /o o., > N } I 000 /o 4 O O N L N O 0 / C rro a0. N O LO 00 COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. TO CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STRAW BALE INLET PROTECTION (REFERENCE DWG. DT-608 FOR SILT FENCE (REFERENCE CDOT M & S STANDARD M-208-1) mmm B DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET iA N U 3 0 W W (N r F F m 0 o 0 0 w I= IM H N N Q I 1 � O Z U O W N cr 4 > LL V) W O o (n C� Z 0 r to 3 Ix V) O � W H a 0 w H U W F H N � S U W Q: < O LD W W z W W II a _ Z MZ LLJ w Y CD�w �w mU W~ W� �N �N 30 �O a� ap o� II Cl) 0 co N v00O)to o a�0`�N q �V04 00DD It4) Lui`rc ON U) 0 Cy> N LL I,- LL U) Z W 2 W 0 Ir 2 0 Ecog QZO O J J O o W F- (Litz OOLL-1 O d 0U w ~ ~ Cl)�fY a WU° PROJECT NO. QZ J a J 0 �0 z =z < o_ a W J ~W 020-207 DRAWING NO. CS-407 97 1: 1 C- 1 284 U U p E .a a 1 N t i Om i0 �0 r O N O p 0 V N O 0 � C a» 1§01 o e DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. TEMPORARY CONSTRU TION ��a FES \\ ` N 123707.0140 ✓ \\ / / EA EMENT 1 E 212224.7040 SILT FENCE 60 LF 15" CSP, (INCLUDES FES)\ I PROPOSED T F/ STORM SYSTEM F , m l FES I SLOPE (Ty . ( c�----c I c \\\ \ \ N 123699.4350 ' \\ II� I :...t_..., o RI —RAP E 212284.2340 �� \\ o N f ►'1 W MA O O n tD Q N 01 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION R R A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS DR HER SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS DR HER SIGNATURE AND SPECIFIC `DESCRIPTION OF THE ALTERATIONS. CALL LITIL" NOTRCATION CENTER OF COLORADO 1-800-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STRAW BALE INLET PROTECTION (REFERENCE DWG. DT-608 FOR DETAIL) SILT FENCE (REFERENCE CDOT M & S STANDARD M-208-1) =t7-- — -- 74+96.02 SCALE IN FEET a I m w Q 0 0 m o EU m N Z O oo ; Ln 40 m > a` W v 0 0O a 0 m� N ` O W H a 0 W N W 2 U W (C LO W �1 W Z 0 >Y I_W I L COU U U z LU s0 �O 0 0 a a 11 M O CO N 22DDO'm' o OO�N U �VODO N coo CU M ODDO) N 0) x N L~LHIL U) H z W W 0 2 0 Q Z O IxJ0 �O� aafz fn0J OLLO aoU U W O_ `a WOLL zz J J 0 F- z 0 z r) W W 006 z a o Z 10 O W J �0 f- PROJECT NO. 020-207 DRAWING NO. CS-408 9T] C-1 284 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY RAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE CALL UTILITY NOMCATION CENTER OFCOLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. TEMPORARY CONSTRUCTION EASEMENT MATCHLINE SEE DWG CS-406 TEMPORARY CONSTRUCTION EASEMENT PROPOSED TOE OF SLOPE (TYP.) SILT FENCE � IQ ��,8>4,� ff 0 STRAW BALE INLET PROTECTION (REFERENCE DWG. DT-608 FOR DETAIL) SILT FENCE (REFERENCE CDOT M & S STANDARD M-208-1) DRAWINGS OF RECORD These Drawings of Record have been prepared based 'upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET n ■nm w H Q W H V) H K L) I` W W I z .4 w NC �- W (0U U� W UI— W z w O Vl N s0 � Of 0- a n o I V _ N OD 2coc,4 E o�C'rj 8 0 coo oV0) X N 11- I z w w a � o <ZO 0J �0O v7 aitZ U)OJ aLL0 `00 a WULL 'PROJECT NO. 020-207 z a J 0 z 0 z F5 x 06 CO z o_ oQ� W N J LL. H ffl l� V DRAWING NO. CS-408A C-1 rI W, W CAN— — IIEE RI ER SIGN OHE OHE 6" N 0 R T HO 10' 20' -LEGEND U —DECIDUOUS TREE COPYRIGHT 0 2005 STANTECLMA —SHRUBS DRAWING ALTERATION + t IT 15 A VIOLATION OF LAN FOR ANY CALL UTILITY NOTIFICATION PERSON. UNLESS ACTING UNDER THE CENTER OF COLORADO DIRECTION OF LICENSED ARCHITECT, A A ARCHITECT, PROFESSIONAL R LAND S LANDSCAPE -�00-��.1987 ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REQUIRED BY LAM TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. OHE OHE X I I I I \ C&— CE----- CE-- CE CE CE C� Z \ Cam---- I c�_CE---�--�--cs=--CE----c�----cs`----- SEED LIMIT LINE A-9 —EXISTING TREES TO REMAIN AND BE PROTECTED —TREE TO BE REMOVE C,E---- C E C rrwr. TKNL CFFfI TYpF V SEED TYPE' 'A' rtiNur- IJ. LIMI I Ur SEED TYPE, TYP. sessissw SEE I CI Frl = D M ---j rnTrCE CE CE CE CE CE I T Q (0 Z'M C10 fTl � I DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. KEY MAP SCALE: 1 "=1000' BHA Design � Incorporated 4803 Innovation Drive Fort Collins, Colorado 80525 voice: 970.223.7577 fax: 970.223.1827 O m O I LV N Q I p 0 0 0 W U) LIJ o In Z Q CC LEE, W a 0 W � W a W (�wJ a z w UZ UZ m I.—' H z Al � ; Q J Q a p ap o_j 0 z0 J 0 ~ O U W Z w O20J w Ua0OCL a W LL U PROJECT NO. 020-207 DRAWING NO. LS-550 100 C - 1 N f�K J GO Z EO Q cr 00 �E o m fL b` Z 0 N v I r F w w Q � OPEN WATER w DO 0 it� � CE CE CE cE c�_c� ___c=_cam � a ►— w c._--_Cc U _ SEED LIMIT LINE -CE__ CE -" SEED TYPE 'B'. c& c& 10' CONC.TRAIL i SE grP-F) T` �rvn r T\/M ISEED- TYPE 'B" I i cE CE CE c r-n ___j . o I � LLJ U N 0 R T HO 10' 20' 40' COPYRIGHT Q 2005 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAM FOR ANY PERSON. UNLESS ACTSCG UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT ►1 ANY NAY. i WHO ALTERS THIS REQUIRED BY LAN TO HER SEAL AND THE TERED BY" FOLLOWED BY GNATURE AND SPECIFIC OF THE ALTERATIONS. ' U CE cE cE—� LEGEND CALL UTILITY NOTIFICATION • t CENTER OF COLORADO 1400=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. nrrr\. r\imr I LL�_V=46yJ. I OyU CONC.TRAIL H \ 1 LIMIT LINE o FTI —'00"sissM E ' B' OHE r m rvnr &04225mwdmm CE CE C€ CE CE C€ C€ � SEED LIMIT LINE c= CE--c< CE--- cIZZ cE cE cE cE cE cE cE cE— M D —I = CD z o M DRAWINGS OF RECORD ml These Drawings of Record have been prepared based upon infoan_ation submitted by the CONTRACTOR. While this / inflation Is 6elieved_to.be reliable, Stantec is not responsible for its acc ru acy, rtor#or .errors or orisons which may have \ WET POND been incorporated into thisiiocument as a result, —DECIDUOUS TREE —SHRUBS X —EXISTING TREES TO REMAIN AND BE PROTECTED —TREE TO BE REMOV _U KEY MAP SCALE: 1 "=1000' BHA Design Incorporated 4803 Innovotion Drive Fort Collins, Colorado 80525 voice: 970.223.7577 fax 970.223.1827 me W Q 0 U N F � U Q W W W UJI W 0 < a z F Z �� } m U W W I— UW W] I_; O ON Q J Q a o ao o_j ((iI Cl) O CC N 2cOO CO O mju?19 2 N C" ttn��c j COO O � 00� Vim.. 2SZ N ILL f—LL 5 O CI O —j O HcoOCL V a)WOJ O2u_-j LLIO �(LC)0E- a W CL V OLL PROJECT NO. 020-207 DRAWING NO. LS-551 101 4 qV m N v z Z OPEN WATER w LLJ CS LIJ J � CE CE C "" C= LLJ C<-Fr) I RAIT I INIF m �� SEED LIMIT LI CE CWI �w W Ln w z� J � U U j �— LLJ a= 112 V) Wk wairill FENCE AS' LIMIT OF SEED. TYPE, SEED •TYPE. 'B' ` N 0 R -T HO 10' 20' 40' COPYRIGHT © 2005 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY REM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WIND ALTERS THIS nnnlucNT IS REOUIRED BY LAW TO TYPE .'A' SEED LIMIT LINE CE CE CE CE CE CE Cr. Cr_ CE C€ CE C€ CE Cr_ C€ CE CE CE C€ Cr. CE CE CE CE C CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w80M224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 101 LEGEND 0- DECIDUOUS TREE 0 -SHRUBS K4 -EXISTING TREES T, REMAIN AND BE PROTECTED DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. IT, F i KEY MAP SCALE: 1 "=1000' BHA mote 4803 Innowtion Drive Fort Coffim Colorodo 80525 wine: 970.223.7577 f= 970.223.1827 14 m 4 0 I W r N Q I o 0_ Z Q O LLI In D_ > 0 D' In 0 z 3 Q Of 0 tD I Ln V I M I N 1 — O W 0 W U In H N x it LL < ir W W W W z a z w z 3 Z y Ion U W W U W W z W O (A G 00 < IL p 0- in inOJ IInn th 0 co N 2G6D�F) E C0,04 Co 2 L y C 7 C O N co 0�� rn U v x o.;0M NLLHLL a0 ?0 00 wZ U zZ J LL w0/ a 0 U W a. IL ir W U LL PR T NO. 020-207 DRAWING NO, LS-552 102 z g a_ zQ <U o_ WLL Q z W W J N 1I5 nr ...Wa+N r....�rc. y._<aw.x_.[ •.. .a.. wil wue.wa..c 0 v m N J I om 0 � o o N 1 r N ai 14 , *' A .. A .. � M\l SEED*. TYPE 'A' Cc CiG Cc In n ■■ 1 V 1 N 0 R T HO 10' 20' 40' COPYRIGHT 0 2005 STANTEC DRAWING ALTERATION IT 15 A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY NAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECEIC `ESCRIPTION OF THE ALTERATIONS. CALL UnLrrY NOTSCATiON CENTER OF COLORAM 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. LEGEND l0O -DECIDUOUS TREE -SHRUBS 04 v I MATCHLI SEE SHEET 1 2 SH . -EXISTING TREES TC REMAIN AND BE PROTECTED -TREE TO BE REMO\ SEED LIMIT LINE SEED TYPE* 'B' IN KEY MAP SCALE: 1 "=1000' MDIM i �,��A° Incorporated � 4003 Innovation Drl" Fort Collins, Colorado 80525 Voice: 970.223.7577 fox: 970.223.1827 KEY MAP SCALE: 1 "=1000' MDIM i �,��A° Incorporated � 4003 Innovation Drl" Fort Collins, Colorado 80525 Voice: 970.223.7577 fox: 970.223.1827 W a 0 W N H W H F- U � LL Q W W a Z Q W z i z r a] U W U W 7 ~ !n W) I.-3 V) J ¢ K . 0: . U a p a p O J In fM O f0 N 04 2 cco m Epp 004 +OD U V Y W. Vi O CD B 7=er TnO(n� 0 0)0 xCD ca 2sZ N ILHIi 5 O a0 ?O 4!�0O W�_�� a.Wiz 0 0 J w �aW°0 a W - U LL PROJECT NO. 020-207 DRAWING NO. LS-553 103 z z0- ;Q oL) LL Q �z W J C GIP 1 f � aD �t N C J Z E- W g� p o a om b� z t� o N 0.59 ACRES SEED TYPE 'C' 3 PO DE LIMIT OF SEED TYPE- 6 N 0 R T HO 15' 30' 60' COPYRIGHT ® 2005 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY CALL UTILITY NOTIFICATION PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. CENTER OF COLORADO ARCHITECT, PROFESSIONAL R LAND S LANDSCAPE -�OO /��/�- �� ARCHITECT, OR LAND SURVEYOR TO ,Y/ L ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE __ _ MEMBER UTILITIES, 4A 1� IV., \,t �. LWIWI!• WWWW� • �' �IATCHLIN EE..� S EET 103 UNITviiiiiiiiiiiiiiinnow IWWWAWI i � lW� lWl� � � HIIWI!• OLWW� LWIWI!• L� � � � � LWHIW� � LWIWI� � IWWWWt MATCHLINE SEE, SHEET 103 mFrI D I 425 ACRES ED TYPE 'C' � F ^ ' V / m rr1 2 PO DE 2 PO DE —LIMIT OF WETLAND MITIGATION 31 AM . 3 AL 46 A X 2A 3 AL T TE 2704 LEGEND + —DECIDUOUS TREE —EXISTING TREES T REMAIN AND BE PROTECTED —SHRUBS X —TREE TO BE REMO NOTES: 1. CONTRACTOR SHALL CONSTRUCT NEW WETLAND MITIGATION AREA IN ACCORDANCE WITH COE 404 PERMIT INCLUDED WITHIN THE PROJECT SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING WETLANDS OUTSIDE THE LIMITS SHOWN. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. KEY MAP SCALE: 1 "=1000' BHA Design W Incorporated 4803 Innovation Drive Fort Collins, Colorado 80525 voice: 970.223.7577 tax: 970.223.1827 � m O 0 I N QQ 1) O Z U O LAI of Li w O In 0 Z 3 Q o- 0 HcO+Ln I'�"1 N O W 0 W 7 H W N H F U K LL W W a W �? 3 �? CO I. -I I.- � V1 N it OJ J a p a p W (A tr) N N E1wOD 2Dcomm E *0LOCO 8 ��ibDO m tb NoM0,� rnU�"ii NLLF LLs] O Q z0 0 JO F�0O U WawIXz U) Q LL J QE w 0 W�a of a W 0 U PROJECT NO. 020-20/% DRAWING NO. LS-554 104 AM DISTANCE VARIES 2.00' z 3 � � I W U z 30 Of N C..O Z O 0 d W 4 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY NAY. ANY LICENSEE INTO ALTERS THE DOCUMENT IS REOURED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BI HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 0 Z w CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w800m9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DISTANCE VARIES TEMORARY ASPHALT PAVEMENT DISTANCE VARIES 2,46'-12.80' 4" 6" ABC, CLASS 6 DISTANCE VARIES EXISTING ROADWAY CENTERLINE EXISTING ROADWAY DISTANCE VARIES 2' , 9.13' TO 15.01' W Z U l 3 ------------- ROADWAY DISTANCE VARIES a W W Zxx zzx W W EAST PROSPECT ROAD CROSS SECTION STA. 34+35.13 TO STA. 43+00 TEMPORARY PAVEMENT PHASE 1 O TEMPORAY PA NT CL . 67+00 TO STA. 72+21.97 QI DESIGN fig (58- ) 1 (58-28) TEMPORARY PAVEMENT SHALL BE MEASURED AND PAID FOR AS ITEM 403 HBP (GRADING SG)(100)(PG 58-28) 1 NOTE: STA. 73+24.39 TO STA. 73+59.88 2" MILL & OVERLAY. REFERENCE DWG. DM-120 FOR LIMITS. EXISTING ROADWAY CENTERLINE DISTANCE VARIES I 33.39' TO 101.91' I W Z M EXISTING PAVEMENT 3 __ _-____ _ __ __-_ - _____ _ __ _ _ 2" MILL do OVERLAY EXISTING PAVEMENT ANCE VARIES DISTANCE VARIES 3.29' TO 7.42' 6 1/2" 6" ABC, CLASS 6 EAST PROSPECT ROAD CROSS SECTION STA. 72+ 17.56 TO STA. 73+24.39 7 DISTANCE VARIES 57.50' 6' TRAIL (REFERENCE DWG DT-604 FOR TRAIL DETAIL) 2.0% INFALL CURB AND GUTTER (TYP.) TYPE 2 SECTION 2B (REFERENCE DWG. DT-600 FOR CITY OF FORT COLLINS STANDARD DETAIL) DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. DISTANCE VARIES • O w 0 d O Cr a SCARIFY AND COMPACT 8' DEPTH BASES OF CUTS AND FILLS 0 O W U W W 0 a K d 2.00' FEET 0 5 10 20 FEET SCALE IN FEET Infli 0 N to O LLI H N I Q 1 m � c c E i D CL 0 O U E ,E, N z O W v In Ly a) > LL O a a L,J CO 0 z E 3 Q C N CC 0 CD LF1 V n N O W 1 a 0 W U W H � � 2 U � W fL Q W W O Z C W II wZ r0 Cr 'UI- L)W mr O U (n U in Z Q I n O ad O ap Q Q II a 0 0 cc N N EoN� 2cc) itm E In � 8 ��G CNI iu 0 0) rnUvx N LLi-- IL I S1 Z w W 0 QZOO O J J W-jO U fn O J O-j O LL dOU W Uri o r a WULL PROJECT NO. 020-207 DRAWING NO. GN-109A II N N H kol 13 .2 L>_J LLJ CF CE C€ C€ C€ CE CE C€ CE CE CIZZ C€ Cr_ C€ ftkv_ �)LLU LIMII Tvnr ''A'' Li LLJ LL-J Z CD w Q 'T LiJ LLJ V) f LLJ CV Z CD U W fQ w. .:ME V : MATCHLINE SEL SHEET 102 1 Il■■■r N 0 R T HO 10' 20' 40' COPYRIGHT Q 2005 STANTEC DRAWING ALTERATION R 5 A MOLATIO" OF LAM FOR ANY PERSON. UNLESS ACTNC UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANV REM ON THIS DOCUMENT IN ANY NAY. WHO ALTERS THIS REOUIRED BY LAW TO HER SEAL AND THE .TERED BY" FOLLOWEI rN&TIIIIE AND SPECF CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. {4��FAYA�9Y!'N!1}.%G"'tA•....4..>"uYh. �-s't4«kL'e'.l i4irliMR.'A�FCF'�1R11....,....a>,. ,...w ...v... _ ._ .r -. ..- .ea.,.n... v+u+�. TYPE 'B' DGE OF OF SEED ' TYPE*. TYP. Cn K: 171D — — — — — — C CD Z' -P- FT — CE C€ C� & CE CE CE c Cr_ r Cc CE CE CE C€ C€ CE CE CE CE CE C€ CE C€ CE C� DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this MATCHLINE SEE information is believed to be reliable, Stantec is not responsible OPEN WATER for its accuracy, nor for errors or omissions which may have SHEET 102 J been incorporated into this document as a result. � � � IJII� ..� � I. �. .� �■. IIJr LEGEND 0O -DECIDUOUS TREE -SHRUBS x -EXISTING TREES TC REMAIN AND BE PROTECTED -TREE TO BE REMO` ,L KEY MAF' SCALE: 1"=1000' BHA Design � Incorporated 4803 Innovation Ort" Fort Collins, Colorado 80525 Voice: 970.223.7577 for. 970.223.1827 C -) 28 Q o CID N J rem, p 4, C�'^ tC n i z r' V kLLJ L \ ` C= c r r F- Lil = C= C= C= C= Cl;__CE-_Cr CE C x x x x:i — — — — — — x x _ — x x _jOnstansiss - i i a W —ET OHE XLEPHONF CSWR 01 LLJ W LL.I 1%0 Z O �Cc �w IQ= I c/ IDRAWINGS OF RECORD These Drawings of Record have bee prepared based information submitted by the CONTR CTOR. While this I information is believed to be reliable, Stantec is not for its accuracy, nor for errors or omissions which m been incorporated into this document as a result. I LLJ \ LLJ ' LLJ cV z_ O � w w :�i C/) 1 V 1 N 0 R T HO 10' 20' 40' COPYRIGHT Q 2005 STANTEC DRAWMO ALTERATION IT 8 A VIOLATION OF LAN FOR ANY CALL UTILITY NOTIFICATION PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, CENTER OF COLORADO ARCHITECT. ENGINEER. LANDSCAPE -�oO.A��.1987 ARCHTECT, OR LAND SURVEYOR TO VM ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WND ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOUIRED BY LAM TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE _ _ _ MEMBER UTILITIES. .LA, SEED TYPE Le PROSPECT ROAD L°1 SEED TYPE 'A'. SEED -TYPE 'B' I • F i� — — u \u t SEED TYPE 'B' + ' c�--- —C&_ c • SftD TYP P"'i „ ,.� c '0000ow PIG 11`114. Dc / r? D I fTl --i C) U _ C / OLA Z U l r71 _. cn PVMT LEGEND U —DECIDUOUS TREE � —EXISTING TREES TO REMAIN AND BE p� —SHRUBS PROTECTED V TDCC T!1 DC DCA,1 I(I f l � KEY MAP SCALE: 1 "=1000' BMA Da � Incorporatevie d %4803 Innovation Dirt Fort Collins, Colored 80525 roke: 970.223.7577 fox: 970.223.1827 }. F o DO � 1O0 1 o w N Q I ; O N N CL O U Z U O C � W O to > p O Z w p O p Q cO Ln v rni _ O W a 0 W H U V 2 U � D: LL a ir ir i 4 c� Z w 3 Z Z } [O U W ~ U w W~ z LLJ 3 J a p ao oCD vU N N DID 2a$�Ai E tD 8 �0OD LF, O117�C > C 0 O UUCn0) 61 rnUT"x N LL F•LL 6,1 JO U�00 LLJ fnW0J p LLJ WHO �ap0H _ a W � U 0 PROJECT NO. 020-207 DRAWING NO. LS-556 106 C.i L� v 11 0 Q a m J N 1 t i >d �m & ea z kol eA, ' LLJ W Cn LLJ .:d- z o =Mv) LLJ x C&---_CE CE- x x x SEED LIMIT LINE _ x x x W W—'--�_ W T T SEED• TYPE 'A' T SEED TYPE 'B' i CONC, rRa� i/ L x U 11 � D • ,ir � I O Z F-9 r-T-1 cVCE CE SEED.. TYPES r:. SEED- TYPE.'A' AHE -- - .� • _SEED TYPE B /j cE---- c 1 •\ I— O \� 1 SEED TYPE 'A' A DRIVEWAY MOVED SEES TYPE:'' ' 25' WES o -SEED TYPE 'B' SEED LIMIT �_ — : • • .• • . .. .• .. -.� =_• _ � _. SEED LIMIT L�NE 10' CONC,T RAIL CE C 1 6" 1 LEGEND - N 0 R T HO 10' 20' 40' COPYRIGHT © 2005 STANTEC DRAWING ALTERATION IT Q A VIOLATION OF LAM FOR ANY CALL U MITY NOTMCATTON PERSON, UNLESS ACTING UNDER THE CENTER OF COLORADO DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL LANDSCAPE ARCHITECT, OftR LAND URVEYOR AND SURVEYOR 1 �8�� 9Z2�1987 ALTER ANY ITEM ON THIS DOCUMENTT IN ANY MAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE 00 ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOURED BY LAM TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECiIC DESCRIPTION OF THE ALTERATIONS. ( + I —DECIDUOUS TREE � —EXISTING TREES T �J REMAIN AND BE p� —SHRUBS PROTECTED Y —T[JCC Til RF RCAA (1 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. lJ-3'CD le ...... KEY MAP SCALE: 1 "=1000' RTY LIN C/) K: = D r,1 rT1 c7 C O z rn M BHA Desl � Incorporated 4803 Innovation Orf" Fort Collins, Colorodc 80525 voice: 970.223.7577 fax: 970.223.1827 r � a m o w N + Q i i o v- N C O i+ O U O i\ � N v` Z 0 e1 (n W o N N � Z tJ o 0 Q (O Ln r)- o W 0 W H N W N F F V � LL W (�Wj W > U Z Z W U W COW I.— w~ 3 W l/1 N Q. p dp O�J n Cl) O CD N Eow� 2DDc04,`"' EE NONN 8 CDO CO C& O P.— 0)•r Tn 0 0) N LL H LL 0 co IY J 0 U U) (L z a O�LLJ ;LLJ X< a>�0 oU) Wc~naOof Wz aW2U� PROJECT NO. 020-207 DRAWING NO. LS-557 107 C- [Gq a eltr � \ �\b� DRAWINGS OF RECORD o Co N w L[� These Drawings of Record have been prepared based upon n o r o o .4 do z o information submitted by the CONTRACTOR. While this N N o roo I information is believed to be reliable, Stantec is not responsible N Y`" � for its accuracy, nor for errors or omissions which may have nc>n m U w b: I _ / sb \ been incorporated into this document as a result. so V. 0 0 N V \ Of 1A it \ O Z U a F \ \ W > 0_ 4 PS " rJ L� o I w O .N N Pi.' { V9J1 O z Q Tj' ji`'rFJ'(J Z ck�0- k Q J CC C€ C€ C€ C€ € N CccE CSEED LI AcirVws N SEED TYPE 'Ash '�' s'-CA I I CAS f 9s o — — — — — — — — if Mir - EH T w o' I I w C w REVED, �B�E oHE N o BORE 8 I I ORARILY T RING w w "" w vLi X a ELEV=4�95 9130 I I NSTRUCTION PERIOD, w W THEN RELOCATED. 74+96.02 s 71 +00 72+00 EXI 74AO- _ — — — s ,. o SLOPE WALK 2% PROPOSED MAILBOX o =----- Z Z GO °" a r TOWARD CURB I I,CAJI ON W w w w z w 1 I- o E E E E E E` I I a o a0 T 0� " vi T OHE T T E E NEW TnES�EE OHE ❑H� T 7 T E E _ T B ❑HE OHE OHE— __ .. 1 = SEED .TYPL ' MB SEED LIMIT LIN ��—EXISTING DRIVE AND DISTU E TURF AREA TO BE RESE WV w � CONEIFEROUS TREE TO TRANSPLANTED, WITH SEED TYPE ' ELOCATED I �sT PROPOSED TREE LOCATION CONIFEROUS TREE I NOTES: REPLACE EDGER AND MULCH o " " DAMAGED BY DRIVEWAY �� 1. REMOVE TREES MARKED WITH AN X N PROPOSED ROW CONSTRUCTION THIS AREA QN CONSTRUCTION SHALL BY RESEEDED E In NN GO E WITH SEED MIX 'B' AND RESTORED TO mONL�v EQUAL OR BETTER CONDITION THAN PRIOR �UN� Zii SEED TYPE c TO TO START OF WORK. t 0 t-- =�o O� y ADD TEMPORARY ORANGE I 3. RECONFIGURE IRRIGATION SYSTEM TO Tpp0)0U X CONSTRUCTION FENCE FUNCTION FOR SEED TYPE 'B' AREA. L�vL�H�i ALONG CONSRUCTION C EASEMENT. PROPOSED 4 " I 4. REFER TO SHEET LS 559 OF THE EAST — THICKNESS ASPH PRO PECT ROAD IMPROVEMENTS SET FOR I n DRIVEWAY IRIrE A S P LLJ BEHNKE PROPERTY PROPOSED TEMPORA w" LLJ I I CONSTRUCTION 9r 0 5. 10 abidePopulus Rngustifolia AND 8 Salix PLACED Q amygdaloides TREES SHALL BE PLACED ON 30 EASEMENT o w Ln ;a THE LNGINLLH. Z O I RESEED WITH NON -IRRIGATED NATIVE Qo SEED MIX '8' = BEHNKE RESIDENC17— Fes— w I�U-) _ W I n p i `" ° Zo ^ I N 0 R T HO 10' 20' 40' W _j p Z ,n UCl) U LEGEND N oZ za o Fa 0 C7 G;�� appU �CO 14 + —DECIDUOUS TREE —EXISTING TREES T �� "" h a NOkTM'�4��' o Q a o oZ 01 COPYRIGHT ® 2005 STANTEC REMAIN AND B E AST PROSPECT ROA NE coR., SEC. 21, T>tt, Rcew a W U tl_ ~ R fS A VIOLATTION OWINO F LAN FOR ANY CALL UTU Y NOTIFICATION PROTECTED W TION = ; pz } ,n PROJECT N0. PERSON, UNLESS ACTING UNDER THE DIRECTIOO % PERSON. OF LICENSED ARCHITECT, CENTER OF COLORADO . ♦ —SHRUBS �,. PROFESSIIONA ENGINEER, LANDSCAPE m�wl a 020—�0 ALTER ANY ITEM ON THIS DOCUMENT 1 800 9221987 X —TREE TO B E REM 0 Is FX n IN ANY WAY. DRAWING NO. CALL 2 BUSINESS DAYS IN ADVANCE — I BHA Design C-558 Fort ANY LICENSEE WNO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE Incorp rotee V DOCUMENT IS REOURED BY LAW TO FOR THE MARKING OF UNDERGROUND KEY MAPnnovation Drive AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. Fort Collins,CColorado 10 8 NOTATION "ALTERED BY" FOLLOWED 8Y " , 80525 HIS OR HER SIGNATURE AND SPECIFIC DESCRRTXIN OF THE ALTERATIONS. SCALE: 1 = fox: 0.223.182 77 fox: 970.223.1827 SIR 84 L PLANT LIST m I N Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES PO AN Populus angustifolia Narrowleaf CottonwoodE" Cal. BB See Plan 13 PO DE Populus deltoides var. sargkdtis Cottonwood 2" Col. BB See Plan 18 SA AM Salix amygdoloides Peach Leaf Willow 2" Cal. BB See Plan 9 DECIDUOUS SHRUBS AL TE Alnus Tenuifolia Thinleaf Alder 10 cu. in. cones See Plan 24 1 AM FIR Amorpha fruiticosa False Indigo 10 cu. in. cones See Plan 75 V CO ST Cornus Stolonifera Dogwood 10 cu. in. cones See Plan 69 SA EX Salix exigua Coyote Willow cuttings See Plan 301 SEED MIXES Pursuant the results of the Colorado State University Soil Testing Laborator, analysis of the soil samples the following seed mixes may be used. Seed m maySftwiltT4fication based on the results of the analysis. Dryland Seed Mixture Rate Lbs/Acre Species Preferred Varieties Planted (Drilled) Great Basin wildrye Manger 2.50 Leymus cinereus Green needlegross Lodorm 1.00 Stipa viridula Indian ricegrass Poloma, Nezpar 2.00 Achnotherum hymenoides Slender wheatgrass Primar, Revenue 2.00 Elymus trachycaulus Streambank wheatgrass Sodar 2.50 Elymus lanceolatus Western wheatgrass Arriba, Barton 2.50 Poscopyrum smlthli Blue flax* Appor 0.50 Adenolinum lewisii Purple prairie clover* Kaneb 1.00 Dolea purpurea Upright prairie coneflow*8ne 0.50 Ratibida columnifero Western yarrow* None 0.25 Achillea fonuloso Totals 14.75 Note: Species denoted by asterisk to be bagged separately and broadcast seeded concurrently with drilling. Seeding may occur in concentrated areas to k1RiQM4iz$e*dtbbKM"errt WteiTOW.ant (Soil electrical conductivity >7.9) Rate Lb s Acre Species Preferred Varieties Planted Drilled) Alkalai sacaton None 1.00 Sporobolus airoides Great Basin wildrye Manger 4.00 Leymus cinereus Western wheatgrass Arriba, Barton 4.00 Pascopyrum smlthli Four -wing saltbush Wytano 6.00 Atriplex conescens Totals 17.00 Note: Four -wing saltbush to be bradcast seeded concurrently with drilling operations to maximize establishment potential. SEED TYPE 'B' Dryland Seed Mixture Species Seeds per Pound% in Mix Western Wheotgross 110,000 25 Poscopyrum smithii Sideoots Grama 190,000 5 Bouteloua curtipendula Blue Grama 825,000 15 Chondrosum gracile Buffolograss 56,000 20 Buchloe dactyloides Inland Saltggrass 603,820 5 Distichlis stricto Canada Wild Rye 115,000 10 Elymus conadensis Switchgrass 389,000 5 Panicum virgatum Little Bluestem 260,000 5 Schizochyrium scoparium Sand Dropseed 5,200,000 5 Sporobolus cryptandrus Steambank Wheatgrass 135,000 5 Elymus lanceolatus ssp. lanceolatus SEED TYPE 'C' Wetland Seed Mixture Preferred Varieties Rate Lbs Acre PL Planted Species (COE Designation ) (roadsc6s�ded/Acre NA 1.UU 1,1 /S,000 Alkali sacaton (FAC) Sporobolus airoides Nebraska-28, BlackwelS.00 2,334,000 Switchgrass (FAC) Panicum virgatum NA 2.00 1,068,200 Nebraska sedge (OBL) Carex nebraskensls NA 2.00 359,600 Olney threesquare (OBL) Schoenoplectus pungensNA 1.00 550,000 Softstem bulrush (OBL) Totals 12.00 5 486,800 Shoenoplectus locustris (appx 129 seeds / sq. ft.) Wetland Seed Mixture - Soft Tolerant (Soil electrical conductivity >7.9) Rate Lbs Acre PLSg Species (COE DesignatioRaeferred Varieties Planted roadsc6s�ded/Acre Alkali sacaton (FAC) NA 2.00 2,350,000 Sporobolus airoides Switchgrass (FAC) Nebraska-28, BlockweNF.00 1,556,000 Panicum virgatum COPYRIGHT YRIGHT © 2005 STANTEC DRAWNC ALTERATION R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING TINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. CALL UnLrrY NOTMCATION CENTER OF COLORADO 1 m800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILrnES. ThickspIke wheatgrass (Ip 0no 2.00 372,000 Elymus lanceolatus Alkali Bulrush (OBL NA 4.00 650,400 Boboschoenus marl imus Totals 12.00 4 928,400 (appx 11� seeds / sq. ft.) Notes: Both FAC and OBL species are included to account for the presumed variability in the soil moisture regimes to be created. Due to limited commercial availability, seed stocks of wetland species should be acquired well before the time of planting. SEED TYPE 'D' A mix of a minimum of three elite varieties of Kentuckey Bluegrass PLANT NOTES DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 1. PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE. 2. TREES TO BE BALLED AND BURLAPPED. 3. LANDSCAPING WITHIN THE RIGHT-OF-WAY SHALL BE MAINTAINED BY THE CITY, OTHER LANDSCAPE AREAS MAINTAINED BY THE PROPERTY OWNERS 4. LANDSCAPE SYSTEMS INSTALLED IN THE EAST PROSPECT ROAD AND MEDIANS TO BE IN ACCORDANCE WITH THE CITY APPROVED LANDSCAPE AND IRRIGATION PLANS. 5. THE CONTRACTOR SHALL MAINTAIN AND WARRANTEE ALL LANDSCAPING FOR (2) FULL GROWING SEASONS (MAY THROUGH OCTOBER). AFTER THE INSTALLATION IS INSPECTED, AND IF SUCH INSPECTION REVEALS THAT THE LANDSCAPE IS VIABLE, THEN THE CITY WILL ASSUME ALL LANDSCAPE MAINTENANCE THEREAFTER, WITHIN THE RIGHT-OF-WAY. OTHER LANDSCAPE AREAS TO BE MAINTAINED BY THE PROPERTY OWNERS, BUT SHALL STILL BE WARRANTEED FOR TWO YEARS. 6. QUANTITIES PROVIDED IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITIES SHOWN ON PLAN. 7. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. 8. FIELD LOCATE UTILITIES, IRRIGATION HEADS, AND EMITTERS PRIOR TO PLANTING/REMOVALS. 45' MIN. 9. MAINTAIN THE FOLLOWING SEPARATIONS: 60' MAX TREES - 10' FROM ALL WATER AND SEWER MAINS AND SERVICES SHRUBS - 4' FROM ALL WATER AND SEWER MAINS AND SERVICES SHADE TREES - 40' FROM ALL STREET LIGHTS TREEOP{,iL TEMYNEEOTM' FROM ALL STREET LIGHTS 1. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES TO BE PROTECTED. 2. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE 3. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 4. A FEE MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES AND SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY 5. FIELD LOCATE ALL UTILITIES PRIOR TO DIGGING FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY 6. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 7. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. 8. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (1/2) OF THE DRIP LINE, WHICHEVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 9. DURING CONSTRUCTION, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 10. NO DAMAGING ATTACHMENT, WARES, SIGNS, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 11. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED" OFF", RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE -TO -STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 12. THE INSTALLATION OF UTILI j " Y UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX IN0AL "C PLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES A MINIMUM DEPTH OF T NT - FVPAtF@t ��4MTNQHE AUGER DISTANCE IS ESTABLISHED FROM THE FAC rTHE TREE (OUTER BA K) A D IS MWED FROM TREE DIAMETER AT BREAST HEIGHT. BOTTOM SHRUBS SCALE = N.T.S. ER 4TERIAL CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 2". 2X DIA. ROOTBALL TREE GUY SCALE = N.T.S. �� M \ n - .' 2X DIA. ROOTBALL TREE STAKE SCALE = N.T.S. GENERAL NOTES 1. GUY CONIFER TREES AND DECIDUOUS TREES LARGER THAN 2 1/2" CAL. 2. WEBBING SHALL BE LONG ENOUGH TO ACCOMODATE 1 1/2" OF GROWTH. 3. WIRE SHALL NOT TOUCH OR RUB ADJACENT BRANCHES. 4. TUCK LOOSE ENDS OF THE WIRE INTO THE WIRE WRAP SO THAT NO SHARP WARE ENDS ARE EXPOSED. 5. USE 12 GAUGE WIRE FOR TREES LARGER THAN 2 1/2" CAL. USE 14 GAUGE WIRE FOR TREES LESS THAN 2 1/2" CAL. 6. REMOVE STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 7. INSTALL 3 GUY WIRES PER TREE, SPACE EVENLY AROUND TREE. 8. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED NO LATER THAN 12 MONTHS AFTER PLANTING. 9. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY 10. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOTBALL. - WEBBING LOOPS -GALVANIZED WIRE OR CABLE, KEEP SLIGHTLY LOOSE. TWIST WIRE TO TIGHTEN. USE TURNBUCKLES FOR TREES OVER 6" CAL. ATTACH MIN. OF 5' ABOVE FINISH GRADE. BREATHABLE PAPER OR FABRIC TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. USE 810-DEGRADABLE PLASTIC TAPE TO SECURE. 1/2" DIA. X 2' LONG PVC SLEEVE ON GUY WIRES, FOR TREES IN LAWN AREAS. F PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL AND TAPER MOUND BACK INTO EXISTING GRADE -------METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURER'S DIRECTIONS SPECIFIED BACKFILL REMOVE MIN TOP 2/3 OF WIRE BASKET PULL BACK ALL BURLAP AND CUT ALL STRINGS GENERAL NOTES 1. STAKE DECIDUOUS TREES UP TO AND INCLUDING 2 1/2" CAL. DO NOT STAKE CONIFERS. 2. REMOVE STAKING AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. 4. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED NO LATER THAN 12 MONTHS AFTER PLANTING. 5. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK. 6. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOTBALL. -1" WIDE WEBBING WITH GROMMETS OR 1/2" DIA. PLASTIC HOSE -GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE -TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. -PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL A TAPER MOUND BACK INTO EXISTING GRADE MULCH RING INSTALL SPECIFIED BACKFILL REMOVE MIN TOP 2/3 OF WIRE BASKET PULL BACK ALL BURRLAP AND CUT ALL STRINGS BHA DeIneorp�ote 4803 Innovatkxl DrM Fort Collins, Colorado 180525 wIce: 970.223.7577 1[ r m � 0 I W N 1 Q O ZO L.J Of > O � 0 C.9 Z 3 Q 0' 0 (D Ln Q M N - O W L U IA U a a w w i a w ? 3 �-? y m U W UW W I-w~ ; W Ir U p dp oC:) cf) ((a N 04 Eoc-4 2aocco EEQ 0) � 04 0 U L N Do j coo c U)0vvH U NLLH U_ 0 Q Zp IX "'I O H�DU W~F- Co a uU 0 LL W Ua00 � C Q aa2 C L o 0. W U LL rPROJECT NO. 020-20 / DE WING NO. S-559 109 C.1 284 a H J 1 Z 0 0 g GENERAL DESCRIPTION LEGEND SLEEVING: INSTALL 8" DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND 4" LOW THIS SLEEVING PLAN HAS BEEN DEVELOPED TO PROVIDE ACCESS UNDER CURRENT ROADWAY IMPROVEMENTS TO FACILITATE FUTURE ACCESS UNDER HARDSCAPES BETWEEN VOLTAGE WIRE PVC CONDUIT ROADSIDES AND MEDIAN PLANTER AREAS FOR IRRIGATION PIPE AND WIRE INSTALLATION. THE DESIGN IS BASED ON PRELIMINARY CONCEPTUAL ROADWAY IMPROVEMENT PLANS DEVELOPED BY SEAR —BROWN AND PRELIMINARY PLANTING PLANS DEVELOPED BY BHA DESIGN, DATED OCTOBER, 2002. THE SLEEVING PLAN ASSUMES THAT POTABLE WATER WILL BE USED FOR IRRIGATION, AND THAT A NEW 2—INCH WATER METER FOR IRRIGATION WILL BE INSTALLED NEAR SUMMIT VIEW AND EAST PROSPECT AS DESCRIBED IN THE IRRIGATION POINT OF CONNECTION AND WATER REQUIREMENT STUDY MEMORANDUM BY AQUA ENGINEERING, DATED NOVEMBER 26, 2002. INSTALLATION GENERAL NOTES 1. DO NOT PROCEED WITH THE INSTALLATION OF THE SLEEVING AND CONDUIT WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. REFER TO CDOT SPECIFICATION SECTIONS 613, 619, AND 716 FOR FURTHER INFORMATION REGARDING SLEEVING AND CONDUIT MATERIALS AND CONSTRUCTION REQUIREMENTS. 3. COORDINATE LOCATION AND MARKING ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES AND EXISTING IRRIGATION SYSTEMS WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF IRRIGATION SLEEVING AND CONDUIT. SLEEVES AND CONDUITS ARE TO BE INSTALLED FOR IRRIGATION PIPING AND WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH CITY OF FORT COLLINS STREETS MAINTENANCE DEPARTMENT AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. SIZE SLEEVES ARE INDICATED ON THE DRAWINGS. MARK SLEEVE ENDS AS SHOWN IN DETAIL. 5. PROVIDE CAPS AT ENDS OF ALL SLEEVES AND CONDUIT PRIOR TO BACKFILL AND COMPACTION TO PREVENT THE ENTRANCE OF SOIL AND DEBRIS. COPYRIGHT ® 2004 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSgNAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY, ANY LICENSEE WINO ALTERS THIS DOCUMENT IS REOUFED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS DR HER SIGNATURE AND SPECIFIC CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. _ SLEEVING: INSTALL 6" DUCTILE IRON SLEEVE FOR IRRIUAIIUN "t-t ANU 4 LVYV VOLTAGE WIRE PVC CONDUIT FLAG NOTES OIRRIGATION E CATI N PROVIDE EXCAVATION AND BACKFILL FOR SLEEVE AND CONDUIT INSTALLATION. PROVIDE AND INSTALL IRRIGATION SLEEVING AND CONDUIT IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. FIELD VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS IN WRITING TO THE OWNER'S REPRESENTATIVE. t�2 PRESERVE AND PROTECT EXISTING SITE CONDITIONS, AND REPAIR OR REPLACE ANY SURFACES, UTILITIES, SYSTEMS OR SITE IMPROVEMENTS DAMAGED BY IRRIGATION CONSTRUCTION TO MATCH EXISTING SITE CONDITIONS. 24" MIN TO TOP OF PIPE SLEEVE 30" MIN TO TOP OF WIRE CONDUIT INSTALL 2"X2"X18" WOODEN STAKE WITHIN 10" ROUND PLASTIC VALVE BOX AT EACH SLEEVE END. INSTALL #12-1 AWG BARE COPPER WIRE BETWEEN EACH STAKE THROUGH PIPE SLEEVE 12" MINIMUM FROM BACK OF BUILDOUT CURBLINE FINISHED GRADE OF °. ' ° HARDSCAPE SURFACE #12-1 AWG BARE COPPER WIRE D.I. SLEEVE FOR PIPE PVC CONDUIT FOR WIRES NOTES: 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS — NOT ALONG ITS LENGTH. 2. COORDINATE SLEEVING AND CONDUIT INSTALLATION TO AVOID CONFLICTS WITH SURFACE AND STREET CONSTRUCTION AND UTILITIES IN ACCORDANCE WITH LOCAL CODES. 3. REFER TO CITY OF FORT COLLINS STREET IMPROVEMENT AND UTILITY STANDARDS FOR BACK FILL AND COMPACTION REQUIREMENTS UNDER STREETS. PROVIDE SAND ENVELOPE AND FLO—FILL AS REQUIRED BY CITY STANDARDS. 4. REFER TO LARIMER COUNTY URBAN AREA STREET STANDARDS SECTION 22.2.3 FOR FLOWABLE FILL SPECIFICATIONS. TYPICAL SLEEVING IN STREETS INSTALLATION N.T.S. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET Aqua Engineering, Inc. Irrigation System Design, Water Management, and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 �o ko O O O W N 0 Q I N p 0 O z U G O w N Ix > LL — W o M Of Co rn CD O co z — J a a z CC — 0 LL CO L('I V M N — O w N 'O o� NCO N U W N F � U � cr Q cr W W 3z r 1- Ld CO O 7M �V) ;a Jam) c a0 K 0. K 00_ U- In= C'1 04 IN 285cv) E �000S0 L a/ll71,C 7 C 'IC) 0 N U NLLi-IL %I z w w O Q0 Co ZO Q'JQ t`- O U U)0J °0LLo �a0U U F- `r N W] L I L O r_ a WULL PROJECT NO. 020-207 DRAWING NO. I R-1 SHEET 110 C- 1 07 w O z Z J Q Lu 0z Qo 0 0 O W W—N I.L V— m O f0 7 - ) O I0 10 O O ID O lal N r N N k0 Q C O a� 0 L cr V) } CDC Z u J a�aLD Ld E > LL U — W O O m — Co N 0 a � Z N — > J 3 N G Q N Z CC — — 0 Cn LL w Ln V P`7 N — O w CV F O O � W00 N L) x U w < ¢ a z WZ f LIJ m O L) L) F Ln pLD p Q II Ua0.0 oQE 8- M ON l7 O t0 N 04 EoN� 2oom"cn E 7ONN 8 �VODO coo c oo�. rnV0) X N LL H lL z w m w O 0 Qzp (C J J ADO ou W �- aWz �0J LL ate° LO W co ca W U LL PROJECT NO. 020-207 DRAWING NO. I R-2 SHEET III -1 284 z a z w w J N oz z s 0 �Q 0 w a_ w� J H L O I OC m E3 a 10 IX OL K .. 00 O Y}* 7 O7 d W Nm Z COPYRIGHT © 2004 STANTEC DRAWING ALTERATION R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOURED BY LAM TO AFFIX H6 OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECFIC CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LEGEND SLEEVING: INSTALL 8" DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND 4" LOW VOLTAGE WIRE PVC CONDUIT _ SLEEVING: INSTALL 6" DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND 4" LOW VOLTAGE WIRE PVC CONDUIT DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. J J M aJ Li.l !N O Ln M d to W Z J S U Q SCALE IN FEET Aqua Engineering, Inc. Irrigation System Design, Water Management, 'and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 F T 0 o a o o w N N 'D Q I N > i_ C C! � Cr } (f) O p Z (.) Q O W O L cr — > LL — W ; O p Co di (.D z a� U' — > J 3 N Q Q 4)z Of — — in CO Lf7 VE N — O W N H O W 00 N U — � W (n s U � W o: a W W W W W 0 z a z w < M Z 1- �w m o � � 3,rof J M a0 jr a0 0cr (A M 0 co N 04 r- 00 2S�rCO) E �d 1,? 19 8 (D 04 - SO4 m t �C :3ca0 (n oa)C U� N LLHLL U) Z W 2 W O W � o QZO 0_ —1 O r—OU ct) 0 J O—j aO0 WU) LL 0 O ` cc a W U PROJECT NO. 020-207 DRAWING NO. I R-3 SHEET 112 Z g a C9 z W W J Cn zZ QO �Q0 a_ W Q co J `y a CO Cn = EM a i:`0 �pp OZ IG a� x o + CN of iCL 0 1 N O0 I m io �o r O N L N O o Mi' C a A 96 0 / l°� 33+00 — —CAN— — r COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FWED BY HIS OR HER SIGNATURE ANOLLOD SPECIFIC eSCRPTION OF THE ALTERATIONS. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PROPOSED STRIPING PLAN R4-8 STA. 34+74, 33' R STRIPING LEGEND 0 O 4" GAP O O � 10' 30' — 50' U ►l EDGE LINE WHITE, 4' WIDE CENTER LINES YELLOW, 2 — 4" WIDE WITH 4" GAP STOP BAR WHITE, 18' WIDE LANE LINE WHITE, 4' WIDE CENTER TURN LANE LINE YELLOW, 4" WIDE BARRICADE STRIPING BROKEN LINE WHITE, 8' WIDE (2' SEGMENT, 2' GAP) CROSS WALK 18' WIDE, 12' O.C. CHANNELIZING LINE WHITE, 8" WIDE BROKEN LINE WHITE, 4" WIDE (2' SEGMENT, 2' GAP) PROPOSED SIGN STA. 37+00, 33' RT NOTES 1 • ALL SIGNING AND STRIPING/STRIPE REMOVAL SHALL BE COMPLETED BY THE CITY OF FORT COLLINS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 3. ALL STRIPING SHALL BE PAVEMENT MARKING PAINT. 4. INSTALLATION OF PAVEMENT MARKING SHALL CONFORM TO THE LATEST REVISION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND COMPLY WITH THE FOLLOWING COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (CDOT) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTIONS: 627.04 PAVEMENT MARKING WITH PAINT 627.07 PREFORMED PLASTIC PAVEMENT MARKING 708.05 PAVEMENT MARKING PAINT MATERIALS 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 6. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. FOR INFORMATION ONLY SHEETS SN=500 = SN=504 CO . SEC. 20 I R68W LPROSPECT 14 NW COR., SEC. 21 NORM 1/4 SEC. 21 I I ROAD /y U Op ?� NE coR.• SEC. 21, nN, Rfiaw CL :3 W I/\�f\\\ m�—� C � 2 ✓� yr; F KEY MAP cAl F- 1 "_ I nr CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILRIES. 0 20 40 60 SCALE IN FEET w W (N 1Do O W � H N Q � N O Z U 0 W N Q� ' LL W o G' CD z 3 Q CD LP V M N — O w a a H N w �- F � S Or � a O w w w II z a W wZ �Z r0 Q I-W W m} U� UI— ZQ ON OQ� QO C14 N 2cooc04,m EEo NONN J �ycocto2 :3=_cCD M 0 or-rn MUrn rn x N LLHLL or ls� I z W w O pLO z � 0�O rar Q �p0 H UUU � to a-Oez Z CZ OLL-L ;Q LO 0-p + 00 oz_'N° wZ Q a WUO N co PROJECT NO. 020-207 DRAWING NO. SN-500 113 C-1 204 �y E oQ jm o^ 1 N � I Um 00 � O � N C O O N O i Oj p > � ".��,,._ LCENSEE WHO ALTERS TM FVR I nt mnrt MEMBBERER UTILITTIES.IES. KILT MAr UMENT R REO SERED AL BY LAM T IATO X HIS OR HER SEAL AND THE gN "ALTERED BY" FOLLOMED BY SCALE: 1 "=1000 C7 O O N 04 2�co�r�i E 64 M000 Lvi��c oa c000)O 0 rnV�x N LLH IL Cn H Z W 2 W O X 2 0 <ZO O J J Q'O0 U vi d x? O-jJ a 00 U r N W I.L O a WULL PROJECT NO. 020-207 DRAWING NO. SN-501 114 �-1 C9 T Z� a_ U) U 0) O 0 ZQo C7 + o Z (M oZ Q Cn rM N been incorporated into this document as a result. TERATIONS. qw CO. c� I to BID ITEM NO. CONTRACT REF. NO. CONTRACT ITEM UNIT ROADWAY BRIDGE UTILITIES PARKING AREA PROJECT TOTALS PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. 1 201 CLEARING AND GRUBBING LS 1 1 2 202 REMOVAL OF OBSTRUCTIONS LS 1 1 3 202 REMOVAL OF INLETS EACH 1 1 4 202 REMOVAL OF BUILDING STRUCTURE LS 1 1 5 202 REMOVAL OF PIPE LF 1,997 1997 6 202 REMOVAL OF ASPHALT PAVEMENT SY 17,842 17802 7 202 ASPHALT MILLING (0 INCH TO 3 INCH) SY 1,342 1302 $ 202 REMOVAL. OF BARBED WIRE FENCE LF 5,788 5788 9 202 REMOVAL OF BUCK &RAIL FENCE (STOCKPILE) LF 1,857 1857 10 202 REMOVAL OF 2-RAIL FENCE (STOCKPILE) LF 330 330 11 202 REMOVAL OF MANHOLE EACH 1 1 12 202 P'" EVE TREES EACH 37 37 13 242 REMOVE AIR VAC EACH 2 2 14 202 REMOVE OF SIDEWALK SY 26 26 15 202 REMOVE CURB &GUTTER LF 34 34 16 202 PLUG CULVERT EACH 2 2 17 202 PLUG PIPE EACH 1 1 18 203 UNCLASSIFIED EXCAVATION CY 32,808 32808 19 203 EMBANKMENT CY 4$,823 48823 20 203 MUCK EXCAVATION (AS DIRECTED BY THE ENGINEER) CY 250 250 21 203 DOZING (AS DIRECTED BY ENGINEER) HOUR 40 40 22 203 POTHOLING HOUR 8 8 8 8 32 23 206 STRUCTURE EXCAVATION CY 2,162 2162 24 206 STRUCTURE BACKFILL (CLASS 1) CY 627 627 25 246 STRUCTURE BACKFILL (CLASS 2) CY 92 92 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627 627 27 206 TYPE II BEDDING CY 350 350 28 206 FILTER MATERIAL, CLASS A CY 410 410 29 207 STOCKPILE TOPSOIL CY 11,436 11436 30 247 TOPSOIL CY 13,014 315 290 13619 31 207 SOIL PREPARATION/FINE GRADING ACRE 12.1 0.3 12.4 32 208 SILT FENCE LF 9,216 9216 33 208 CONCRETE WASHOUT STRUCTURE EACH 1 1 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2 2 35 208 INLET PROTECTION EACH 9 9 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1 1 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3 3 38 210 ADJUST BOXELDER MANHOLE EACH 5 5 39 210 MODIFY BOXELDER MANHOLE EACH 3 3 40 210 RELOCATE SIGN EACH 2 2 41 210 RELOCATE MAILBOX EACH 1 1 42 210 RESET BARB WIRE FENCE LF 1,567 1567 43 210 RESET BUCK &RAIL FENCE LF 803 207 1010 44 210 RESET GATE EACH 4 4 45 210 IRRIGATION REPAIR (BEHNKE) LS 1 1 46 212 SEEDING (SEED MIX A) ACRE 4.70 4,7 47 212 SEEDING (SEED MIX B) ACRE 5.50 5.5 48 212 SEEDING (SEED MIX C) ACRE 1.23 1.2 49 212 SEEDING (SEED MIX D) ACRE 0.24 0 50 213 MULCH (WEED FREE NAY) ACRE 11.51 11.5 51 213 MULCH (WOOD CHIP) SF 230 230 m W a a z a 3 w C17 lf7 V M N — l� w N r N u F IJ N u V a a a W W < W � z � w W 7 � ' > o a Wi V1 Wr t/1 � cr w to ace as ®� wz , L N� 7.COQ� o-nn e, 0)u rn ' r2z� NLLF—LL S z w w a � o w ¢ z O f=- � J J ¢ O �-oo a w F- ,Li- L Z cai��? r 0 w wOr� �< ¢ n w u. � cn PPo.,c c 7 NO. o2a-2o7 ppewWG N0. L N-110 2---- jz- p 284 4W co N J GLL Z Q 05 O + 0 CO 0 p ov & m� Z r r N L✓n I N Z (N I 3 z o i LAJ a LAJ 6 VI 0CL im o^„ 1 N U CODUO O � N C� 10 V N O L C Lr, ♦ cc NO H v LL 2 Z L H .40 p W W V1 �i COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION R K A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY MAY. TENT 5 REOUIRED BY LAW TU H5 OR HER SEAL AND THE ION "ALTERED BY" FOLLOWED BY HER SIGNATURE AND SPECIFIC CTMN nE TINE ALTERATIONS. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. .i.�..uam+'.arrvv.'✓�wYna'WY�iJ6'vlYiw.w�4J`.Ww6e.u�.v«w.�Y.auY.�lS1YGuwt V.uuu.J�n.�w.w:GMM.u�+'-W .�`.tY+,vu��n.M.u,.Niwrwr�•,+..w�,a�n+�.e-.v...........s.++.+-.�..-_..�— rKvrvZ)LU JIMI-11IV L KEY MAN CALF: 1 "=100 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 60 SCALE IN FEET 0 J M JJ ;n O O Ln Q F— (N W a 0 In W W VI s U C Q Q W v W W W II Z Q LLI - WZ NZ Y0 0 I- LLl r- W m } W W Z Q O ,ov7 0(� aIx au 0- (L 0: � � = Cr) O O N 26�i E GOco t ui��c � coo C0 0 6 0) rn U v x NLLH LL v7 H Z W M W O W 2 0 Q00 ZO O J J W-1O U u� aWZ OJJ a00 W C�� 0 Q O a WULL. PROJECT NO. 020-207 DRAWING NO. SN-502 115 0 O� Z0) a_ H C/) UO 0 ZQ0 LO (� t CZ 00 W tF(DQ C-1 Z a 4 l 8 7G COPYRIGHT © 2007 STANTEC DRAIINO ALTERATION BIKEWAY gRLKIAENSE LILY DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PROPOSED STRIPING PLAN PROPOSED STRIPING PLAN all KEY MAP rAI F• 1 "_ 1 nn CALL =L" NOMCATION CENTER OF COLORADO 1-800w9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 11 Tin I-Lou 0 O O W NN N F I Q 1 I m Q - - N O C O O ~ E 0 O O Z C7 U O a O W N LL a W O 3 Ct� U) N I C7 z L E - o � 3 Q (A d � O CD L(7 Q IY"7 � O w a O W 7 H N_ W H N � U C w a O Cr W II Z a W = wZ xZ � CD O �W �W CO >- w� w~ ZQ 'oN oN a� aO n Cn O CO CV 2206 Ccn E N L 04 � )O00 7 COO C O—h^ay V) 0 0) z N LLCL 5 m� U) Z W 2 W O x i 0 Ewg QZO O�-i ADO 00 U) (Litz OOLLJ J a O wir 0 W5° PROJECT NO. 020-207 DRAWING NO. SN-503 116 C- 284 W W N 0 L PRE) o CURB H N J 59 M Q� !M STORM 71+00 PROPOSED TRAIL (TYP.) PROPOSED R.O.W. (TYP.) BIKEWAY RI r�IcyT R4-8 —STA-7-1 +440, 45— — — II II u I I --1t 72+00 1 2) (1 PROPOSED STRIPING PLAN O,.PIPE `. .... .. _.. . '� -Cc W �_) W W V1 0 0 .E — — — — — — — — — COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION R 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE PROPOSED STRIPING PLAN EXISTING TRAFFIC SIGNAL TO REMAIN J PR OSED TRAFFIC 9 SIGNA (BY COFC) \� o GAS MARKER 3 �� 1 1 73+00 RELOCATED EXISTING 74+0Q- o TRAFFIC SIGNAL — �' C I I 3 TOP � II RELOCATED EXISTING) I TRAFFICSIGNAL (BY COFC) I •�F SAN U.EANW 1 U WM Flo, 0 m Q 4 �LJ 0 BIKEW Y BILKA�N$E ONLY 1* DO c6 N + T* MB+WRVEY ❑ Me ENT — — — — — _ — — — — EAST PROSPECT ROAD 7 74+96.02 EAST PROSPECT ROAD �i�l�l�l►l� ONE O Vr W W (N 0 O CO V) W Z 11 SPEED a LIMIT II I x 1401 R2-1-40A STA. 75+50, 45' R ❑ — MB _ try (7 Cl i I i i DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. Lim MN. il�'L: a KEY MAP (:AI F• 1 ^=1 onn' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 60 SCALE IN FEET o m 7 .D W cm H Q 0 O z U O W N Li- w 0 Cr cn _ 0 z 3 a MwLnv rn W a 0 W F EA V) H K U W W W II z a w Wz Nz r0 0 �- � w m } w~ w~ ZQ o(f) 090 a r,.� a a C 0^ EY CV VL ,, N 22OD�8) E aTONN g � �Um� t yC j C 0^CD O Or- CAV� X N ULL F lL �j co H z w \W /N I.L <ZO O J J W—jO LU U a-xK O00 0-0U L~ U) a WU0 PROJECT NO. 020-207 DRAWING NO. SN-504 117 t U*) ca, + z a 00 �< �CO UO ZQ o �O ozo ti oZQW 1-4 C-1 284 k I E P6 ROAD WORK AHEAD ROAD WORK AHEAD SPEED LIMIT 35 BEON FINES DOUBLED FOR SPEEDING • END CONSTRUCTION V FOR SPEEDING I I I I I I I I I I I �I • I I II 101 2�Qf I n Q � � I I \\ Elf CG— I-'`- ----- - ---- -r- --- -- _ O • 0 0 0 O O • / j/ - - o OJ -------------------- - - - - -- - - --------------------- _-------------------------- ------------------------------------------------------------ ------------------------- IN •• ttt� V II II I I I I I . •• -//%//////////%%iiiiiiiiiii:::::'.;:::'::::;:::::;r�iiiiiiiiiiiiiiiiiii��iiii .I _- rr _ SPEED LIMIT 35TRAFF'r BARRELS • LLJ LLJ lO OPEN WATER OPEN WATER p ccI O>AD tdo 0 C^&EO � MANHOLE / m'- -_--c — - -� - 7- a_ - --- —SAN — —gAry — —yIN — —gAN _ _SAN ——�y.N.C—� �� —yW— SAN — yN / .. W \\ a o — —/ N— '----------------- -_- I O— — — — — — — — — — — — _ — _ --— — — — — — — — — — — — — ---------------------------— — — — — — — — — — — — — — - _ _ .. — — .. — . _ _ .. — .. _ _ .. — .. — .. — .. — .. _ .. — — _ .. _ .. — -Lr) •�------._----------=-.NI«------------y,-,------------------------------------------------------------------------------------------------------------------- --- rn--------------------------'------------L------------ -----------------------'#''-BB----------------------- I , J _ M40 Wr it LLJ — ' TYPE III BARRICADE —jrcsCS a a a Ix cG R ----- a Q�ca CG C CG C x a ON OF GO a a —a cc a ON CF ON CF CS a ON a cG— Lx—a—CG—C—Ce—�_a_`�j � EAST PROSPECT ROAD ,� UTILITY RELOCATESI COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, DR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. - WEr POND PHASE I ITEMS 1 HBP PATCH AND ASSOCIATED EARTH WORK WORK ZONE 2 AB FORCE MAIN RELOCATION ® ASPHALT PATCH 3 PRPA FORCE MAIN RELOCATION 4 BOXELDER SANITARY MODIFICATION 5 XCEL ELECTRIC RELOCATION CALL UTILITY NOTIFICATION 6 CONCRETE BARRIER INSTALLATION CENTER OF COLORADO 1=800�9224 987 7 REMOVE AND RESTRIPE NORTH TRAFFIC CONFIGURATION CALL 2 BUSINESS DAYS IN ADVANCE 8 XCEL GAS RELOCATION BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 9 COFC ELECTRIC RELOCATION MEMBER UTILITIES. 10 QWEST TELEPHONE RELOCATION 3 O LaJ1 z r z J LJ J m W z a 1' J 1212' 1' ASPHALT SURFACE 26' MINIMUM TYPICAL ROADWAY SECTION PRIOR TO PHASE II 0 THROUGH BRIDGE AREA (8Y 9 1( O VIA , M9 • Rk ' 1, I �r DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 50 100 150 SCALE IN FEET NINE - .. • • a©o©©eo� H U W H S U K Q W Cr W 0 Z Wz Mz t- W I- Lil W F- W o 'N 'o (L 0. W a 0 W N N V1 K W C7 II z a � o m� z0 WO a a,_.1 +ram .N tii 0 0O N vCO�M E m :5 EOO 0 pj v U NLLHLL V) I- z W W W � 0 Q Z O � J J � O D CQ alyZ OOO aDU c~i I- F d WVO PROJECT NO. 020-207 DRAWING NO. SN-505 118 C 284 C • I CO O 0 N c~ J (] z 1 = 0 c 0 c • v L' 0 Z r� io IWr 0 r L% N a Z N W W N W Z J U Q .yN. :..,r.ew.s�aw,I ta.., .. .. ..1 rau•r rr., o.r. .,. c I .-_."...... ', -- I. 11 �"M.u.., .wvw.w.✓rw,r x......ms.r�r., .ewen.nw.www / ROAD WORK AHEAD SPEED LIMIT 35 Z111, 77- W FOR SPEEDNNO liter _: � .. L�ANHOLE • MANH C BARRELS DRIVEWAY Y01tWE D 25' ST I i( o \\ _'�.J 2 Is C, Ix 05 a es N 4 ck \ I; \ `I COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 5 REOURED BY LAW TO AFFIX H5 OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC LDESCRIPTION OF THE ALTERATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1 c3 00 u SPEED LIMIT 35: BEGIN FINES DOUBLED FOR SPEEDING L CLOSED AHEAD ROAD WORK AHEAD A \ I N• _ 0 CIF �- ---------• 0---------- O --------------------- -- --- TNT .— _ -� j - ---r--.-r----- -------- - - - - - - - - - - - - - - _ • r l , ----------- Lj QGD ILA •� I I • 1 � I I ..r 1 I v.AF I • 1 I M O � I OF— oc Ls c� a I I END CONSTRUCTION 0 00 i I I Z 1 ENE[ O ' Pei Al G�, DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. i R 2 O LO W Z J U H M 0 50 100 150 II SCALE IN FEET H 1- U) } m 0 7 0 7 W 0 �D t0 W 1` r- 0 N N I Q I - I - m I - N 0 C > p 0 - E } H) O U r z C-1 O 0 O W x - d �A- T? > LL v L W O a Cr (n 0)1 ) O z Ed L 3 � c Q (A L.0 Ln v I-) - O H U W H S U K Q W W z a W z 2- �W I-W w~ w~ 0 0 0 N 2 GO 66 c,4, EE NOu' N U �VDO m coo oom�N NAVm x N ULL IL �j H z W 2 W 0 04 � 0 Qz0 Ix-jo �00 W f- Cn (A0O-1 J 0-00 W �_ a WULL PROJECT NO. 020-20 DRAWING NO. SN-506 119 z FZ c9 z Q 2 0- z �O Z� oF- 0z W O J ~U C-1 284 ROAD WORK AHEAD P ROAD WORK AHEAD � 750t SPEED LIMIT 35 BEON FINES DOUBLED FOR WEEDING • ...s.,.w.,.... w,....�..... ....ra, ., o,.+.•.,. ,...,.. ".. .,,..... ......: :n.. ,+..:aw,. ...." ......... ..... .... r......., - .. ...:..,.....�ens..mr. ,<. --+.,.w�♦�.r.....,...-..�.,...,.a..,.,.,,. rc.. ., �. ..., .. •. ...r.....,.., .. .. y.<.+..._,. .. .,. ..vw.. -7,END CONSTRUCTION KEEP I C I ► KEEP in( - o I END FNES I = w SPEEDM 8 �— — -- DOUBLED FOR U O V RIGHT • v RIGHT I DF—a a ON a— s — —,. — JI i cs— —cr— O TUBULAR MARKERS o -T \ 0 ♦ 0 0 0 0 0 ♦ I K/717 _ _ _ _ _ _ ------ — — — — — — — — — — — — — -- R-------------------------------------- — :" ROAD WORK AHEAD 26' MINIMUM PAVEMENT (TYP) EAST PROSPECT ROAD .._.— NET POND `� �,.. _..._..._... — COPYRIGHT ® 2007 STANTEC ORAWNG ALTERATION R IS A OF LAM FOR ANY F LAW CALL UTILITY NOTMATM . UNLESS PERSON, UNLESS T UNDER THE DIRECTION OF LICENSED ARCHITECT, CENTER OF COLORADO PROFESSIONAL EN LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ONN THIS TH5 DOCUMENT 1 800 922 1987 IN ANY MAY. ANY LICENSEE WHO ALTERS THIS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOUNED BY LAM TO AFFIX HIS OR HER SEAL AND THE FOR THE MARKING OF UNDERGROUND NOTATION "ALTERED BY" FOLLOWED BY MEMBER UTILITIES. HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 6 PHASE If ITEMS O CONSTRUCT IMPROVEMENTS FROM CL SOUTH O HBP PATCH FOR SOUTH TRAFFIC CONFIGURATION O STRIPE AND DETOUR TRAFFIC TO NEWLY CONSTRUCTED EAST BOUND LANE. RECONFIGURE CONCRETE BARRIER AT BRIDGE WORK AREA ® ASPHALT PATCH / I 1 I 1 I I. aa. 3 0 W W W m W z O z 12.7' 12' TYPICAL ROADWAY SECTIONISTRIPING PRIOR TO PHASE III O r / 7031 �27013 2701 DRAWINGS OF RECORD I These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 50 100 150 SCALE IN FEET W W N I W W N O L0 M L0 o W ~ N Q 1 0 O z U O LL1 In LL W O CC U) (D z 3 Q Cr 0 (D Ln v Tr1 N — O W Q O M 0 W F z U li a O a O II i -K z = Wzz 0 >0 �w �w mLT U� U� O N O� Q Q O O 0- 6 as ri 0 D0 II 1(rI r> co 04 N E0cgOD 2a8oc,4a°i E 01O�N S 2U00ao L vim^� o�ar?� O rn CD to UK N LL F-LL z W 2 W a � o QZO ofJJ F—O a�Z co Zi O°LLo a_DU L) H F - W o_ `a W U u- PROJECT NO. 020-207 DRAWING NO. SN-507 120 Qz 0 z Q a z �O a W LL Oz Q WO = J ^ C-1 284 0 O J I .O U / Z N C9 3 W W N W m Q W W N SPEED LIMIT i IA \ `c 35 FIN6 DouxED ��\ `.` FOR SPEEDING ... COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS TINS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. CALL UTILrrY NOTIFICATION CENTER OF COLORADO I400nMml987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER LITILRIES. ROAD WORK AHEAD ft x \ u TUBULAR MARKERS KEEP � Z KEEP SPEED LIMIT RIGHT 35 OEM FINES DOUBLED FOR SPEEDING 1=1 ROAD WORK AHEAD 0 O O 0 O Q • ------------- _ - -- - j '------ _— _ -- --=ter— �-- — — — — — — — — — — — — — — - TRAFFIC BARRELS END CONSTRUCTION END FINES DOUBLED FOR SPEEDINo 11 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this Information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 50 100 ISO SCALE IN FEET J v a AJ Li n DO F c w m o LU r- o N I Q I — m Q — NI O i 0 E 0 G= V1 L) D _0 cr LL L.1.1 CJ Ct� o E z , 3 d Q co LP1 Q I" a O z a z Z wZ �Z I-W W UU1-- WN WN 0- asp 0 N r �Go �V)10 pE 00 I N U M004 N O�h� y U K 2SZ N LLLLH LL S H z W W W 2 o <ZO W-jo F- OV U Of)awz OJ F 0-00 a WUILL PROJECT NO. 020-207 DRAWING NO. SN-508 121 z a z U) 2 d z �o z W wz= �� a 284 100 LLJ cv ROAD END I " WORK CONSTRUCTION TYPE II BARRICADES _ � LAJ II = AHEAD I (, O F1U G.4 END FINES z DOUBLED FORC SPEEDING 0 z (0 I Y I � k i l EW 0 Cn M Q ROAD WORK AHEAD 750 SPEED LIMIT 35. BEGIN PINES DOUBLED FOR WEEDING COPYRIGHT © 2007 STANTEC V+w am ISM -----------------------77=7------------------------------------- ------------------------------------------------------------------------- 1 I 1 1 1 1 1 1 1 1 I I � � ...... ......................... 0 O -% DRAWING ALTERATION R 6 A VIOLATION OF LAW FOR ANY CALL UTILITY NOTIFICATION PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, CENTER OF COLORADO PROFESSIONAL R LAND S LANDSCAPE 1 800 922-198T ARCHITECT, OR LAND SURVEYOR T - _ ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOURED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. uNO TATION "RED M WO MINATI REYAND SPECIFIC' PEECED BY •• IGHT PHASE III ITEMS ` O CONSTRUCT IMPROVEMENTS FROM CL NORTH O STRIPE NEWLY COMPLETED WEST BOUND LANE O3 REMOVE HEAD -TO -HEAD STRIPEJRESTRIPE EAST BOUND AND REDIRECT TRAFFIC TO PERMANENT LOCATION WORK AREA O _ '--'—_— 0 o I i KEEP 8 -- o - RIGHT a _ 0 mLi ciN " vr,� A,-+ >!^w:r^.en"**vx ev_ r � 'W' i•_ a,rnrwu {iw Jan w3. �iw :+.�`-'+.}� y. a. •�� y LAJ LLJ SON '� '. .. TUBULAR MARKERS TRAFFIC BARRELS 1 I 1 ' 1 1 I i I I 6 — 01 do ((n UAW SPEED........ ............................._.._...a...._ I � w LIMIT r Z3 l...... �.. 1=- 35 ,o Q 0 J .27031 027013 • . .2710 1J DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this a so 100 150 information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET Li Lr) M Lr) w U a a u � = U LL Q C:) W W 0 W 11 - < Ll.) wZ 'Z rCD O i.- LJ F- Ld m } W~ W~ Z a W O ON a0 O� jrn a� (M <Ln 11 0_ Cl) 1- Z W i W Z - Z o?O = �CL OOU Z U O aW-Z H �U at _ OLL-j a�— n �- W 0- L~) I.- La W �_ix O Z Q Wo 2 La a J rU d WU� PROJEC 020-207 DRAWING NO. SN-509 122 G- 1 284 OF THE ALTEHA I IUN�. SPEED LIMIT i W m 35. LL I s ®I / / -.f-------� _ 1 \ /I 1 1 400po 1 WFDW --- IMPACT ATTENUATOR _ o Q I \� w I tf W Ci I Q 1 I Q I / ROAD \ WORK AHEAD KEEP RIGHT U TUBULAR MARKERS TRAFFIC BARRELS SPEED LIMIT 35 BEGIN FINES DOUBLED FOR SPEEDING ...,. fD' .i•r 1 1 I ILA J 2 j I • 1 , 1 1 '' KEEP CS. —Ca Dr a a � I • � 1 DRIVEWAY _ 1 i - RIGHT END �I►ov�DJ 25' WEST I a 8i CONSTRUCTION • �� s— END FINES �— SPEEOMO i COPYRIGHT ©2007 STANTEC DRAINING ALTERATION R Bi A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE MIND ALTERS THIS DOCUMENT IS REOUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECFIC DESCRIPTION OF THE ALTERATIONS. CALL UMITY NOTIFICATION CENTER OF COLORADO 1=800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EAST PROSPECT ROAD O o 0 0 O0 ' O CP GOO DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 O W m W 1.1 94 ROAD WORK AHEAD 0 50 100 —150 SCALE IN FEET U W U Q W W W 0 z a z a WZ M— w LLI W~ W~ 'o N ' N a 0 (LDi �' co 0 N 04 ,o2G'o�� E N�NN �UGO t to" r coo Co0)0 U N ILHLL H Z W w 0 <ZO WJO H0U (nOJ Ou--J 0 a 0U U F— IN LL O a WULL PROJECT NO. 020-207 DRAWING NO. SN-510 123 C-1 t84 o& .� 1 N 8m i0 N O O rp r.i L N O L ul a.� a» COPYRIGHT © 2007 STANTEC DRAMND ALTERATION IT 6 A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCMTECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCNTECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON TNIS DOCUMENT N ANY MAY. TO NED BY Gutter edge may be tapered or battered. (Typical for all Curb 8 & Gutter Types) TYPE 2 SECTION 2B VERTICAL CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA STREET STANDARDS DRAWINGS DATE: 03/01/02 701 TYPE 2 SECTION 1 B 11-6" 1 1/2"R. 2"R. r OUT FALL CURB & GUTTER MEDIAN (ISLAND CURBS) LLARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 7703 NOTE: LCUASS DETAILS HAVE BEEN CONDENSED FOR CLARITY. ITEMS NOT NEEDED ON THIS PROJECT WERE TAKEN OUT OF THE DETAIL. WrA CONCRETE COLLAR OR FULL DEPTH ASPHALT PATCHING CEMENT MORTAR * HOT BITUMINOUS PAVEMENT BRICK COURSES, 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS WHEN ADJUSTMENT HEIGHT IS 3" OR LESS, METAL ADJUSTMENT RINGS /o 4'N F COMPATIBLE WITH THE EXISTING '°°°° MH RING AND COVER MAY BE USED ';oo00 °° IF APPROVED BY THE ENGINEER. _ .. PLAN VIEW 24" SECTION (16" OR LESS) i 3/4" PREFORMED EXPANSION JOINT FILLER, WITH 3/8" HOT — POURED JOINT SEALER (SEE CONC. PAVEMENT DETAILS) SLOPE 1 /4" MIN. / 1 /2" MAX. r—VARIABLE 'CONCRETE PAVEMENT 16" MAX \-1 /4" RECESS ADJUST MANHOLE DETAIL CONCRETE COLLAR OR FULL DEPTH 2' ASPHALT PATCHING HOT BITUMINOUS PAVEMENT BRICK COURSES, 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS PRECAST RISER SECTION * MORTAR THICKNESS MAY BE UNSYMMETRICAL TO MATCH CROSS SLOPE OF ROADWAY. SLOPE 1 /4" MIN. VARIABLE 1 2" MAX. CONCRETE PAVEMENT 16 II 1NCHES `- RESET ECCENTRIC CONE. H SECTION (GREATER THAN 16") MODIFY MANHOLE DETAIL DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL LrMrTY NOTIFICATION CENTER OF COLORADO 1-800=9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m o O LLI F- C-j N Q O O z C) o LIJ N ix > Li w o Of CD z 3 Q cr w m V IY1 N- Uo W a 0 L W F U LL Lr Q W W Z < a Wz =z �w �w WVl �N 0- 0- w w � J 0 = a W can Mc � c � I�il Z f f ty s� O tC N 2 i c,,4 cn E 2C)'C"04CIO g L y "t� C j C 0 O Fn � Im Uv. NLLH IL z w w O It a. 2S Qzp OJ_J W-O o aIrZ L(S) PROJEPROJE O 020-207 DRAWING NO. DT-600 124 eW I r g O ts� ► {} r. �uv+ o� i" S 0. _ z t� BID ITEM NO. CONTRACT REF. NO. CONTRACT ITEM UNIT ROADWAY BRIDGE UTILITIES PARKING AREA PROJECT TOTALS PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. 1 201 CLEARING AND GRUBBING LS 1 1 2 202 REMOVAL OF OBSTRUCTIONS LS 1 1 3 202 REMOVAL OF INLETS EACH 1 1 4 202 REMOVAL OF BUILDING STRUCTURE LS 1 1 5 202 REMOVAL OF PIPE LF 1,997 1997 6 202 REMOVAL OF ASPHALT PAVEMENT SY 16,882 16882 7 202 ASPHALT MILLING (0 INCH TO 3 INCH) SY 1,302 1302 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788 5788 9 202 REMOVAL OF BUCK & RAIL FENCE (STOCKPILE) LF 1,857 1857 10 202 REMOVAL OF 2-RAIL FENCE (STOCKPILE) LF 330 330 11 202 REMOVAL OF MANHOLE EACH 1 1 12 202 REMOVE TREES EACH 37 37 13 202 REMOVE AIR VAC EACH 2 2 14 202 REMOVE OF SIDEWALK SY 26 26 15 202 REMOVE CURB & GUTTER LF 34 34 16 202 PLUG CULVERT EACH 2 2 17 202 PLUG PIPE EACH 1 1 18 203 UNCLASSIFIED EXCAVATION CY 32,808 32808 19 203 EMBANKMENT CY 48,823 48823 20 203 MUCK EXCAVATION (AS DIRECTED BY THE ENGINEER) CY 250 250 21 203 DOZING (AS DIRECTED BY ENGINEER) HOUR 40 40 22 203 POTHOLING HOUR 8 8 8 8 32 23 206 STRUCTURE EXCAVATION CY 2,162 2162 24 206 STRUCTURE BACKFILL (CLASS 1) CY 627 627 25 206 STRUCTURE BACKFILL (CLASS 2) CY 92 92 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627 627 27 206 TYPE II BEDDING CY 350 350 28 206 FILTER MATERIAL, CLASS A CY 410 410 29 207 STOCKPILE TOPSOIL CY 11,436 11436 30 207 TOPSOIL CY 13,014 315 290 13619 31 207 SOIL PREPARATION/FINE GRADING ACRE 12.1 0.3 12.4 32 208 SILT FENCE LF 9,216 9216 33 208 CONCRETE WASHOUT STRUCTURE EACH 1 1 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2 2 35 208 INLET PROTECTION EACH 9 9 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1 1 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3 3 38 210 ADJUST BOXELDER MANHOLE EACH 5 5 39 210 MODIFY BOXELDER MANHOLE EACH 3 3 40 210 RELOCATE SIGN EACH 2 2 41 210 RELOCATE MAILBOX EACH 1 1 42 210 RESET BARB WIRE FENCE LF 1,567 1567 43 210 RESET BUCK & RAIL FENCE LF 803 207 1010 44 210 RESET GATE EACH 4 4 45 210 IRRIGATION REPAIR (BEHNKE) LS 1 1 46 212 SEEDING (SEED MIX A) ACRE 4.70 4.7 47 212 SEEDING (SEED MIX B) ACRE 5.50 5.5 48 212 SEEDING (SEED MIX C) ACRE 1.23 1.2 49 212 SEEDING (SEED MIX D) ACRE 0.20 0 50 213 MULCH (WEED FREE HAY) ACRE 11.51 11.5 51 213 MULCH (WOOD CHIP) SF 230 230 4 0 z 0 w Ell q, w 0-4 A W u W � Z � 4 4 Q d! Q W W of a w u = w W > Q L/I v� s � ton n .� N co N 2mp E �0 L? '9 Cc) IcNo2� -p O m O=nr- - rnv a w m NLLi LL z w w 0 o LJ w ocng p 4z0 F- X J J Q cy 0 CL 0 � Wn-j0 pa-.V XLL oQ Q a F- F- o 'S` cn�� 0 ,U n wC�� PROAC1 NO. 020-207 DRAW NG NO. GN-110 i2x PAVEMENT MARKINGS An Engineering study should be required before crosswalk mSI MI s are Installed in locations away from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9 typ.) shall be placed adjacent to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in alignment with the access ramps / sidewalks. AA Longitudinal (lame) atripl, shall terminate at the Continental crosswalk bars -- except the downstream bike lane which shall terminate at the curb return. If a stop line is in place -- upstream stripping shall terminate at the stop line. PREFERENTIAL LANE SYMBOL: PLS shall be used for designated bikeways. Intersection placement -- the symbol shall be placed downstream to convey to turning traffic that the bike lane exists. tt shall be placed 4• down from the PCR & centered on the bike lane. Frequency of placement between blocks is a matter for Engineering judgement. Not Required with lame lengths less than 1 DIX Broken line 40 white 10' Segments 30' Gaps (3:1 Ratio) Line 4• vA to iWIZU 66 (min) b I Lane 8' White 10, 10' Double Line 4• Yelow 4' Space 4' Ywllow I N m H 4L N 1 .2L 1 J Projected Flowline (FL) 4' U ST�Y.� �:INES: Place stop lines (1.6 X VarMble typ.) ony when inportant to Indicate the point behind which vehicles are required to stop (more often on main arterials) — placement should ordinarily be 4' in advance of and parallel to the nearest crosswalk line in the absence of a marked crosswalk, the stop line should be placed at the desired stopping point no more than 30' or less than 4' from the nearest edge of the intersecting roadway. 8' White Line 40 White Line Mandatory movement lanes shall use a lane -use arrow marking, the wont marking "only', another lane -use arrow marking (accompanied by signs). Symbols & words are 8' of more in height -- use CDOT specification sizes. Required with lane the less than 100'. 8' White Extension Line 41 White Extension Line tin curves: Dotted extension of We edge Ywlh same as solid downstream line, 2 segments, 4' gaps. STANDARD PAVEMENT MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/02/01 1404 COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION rI 8 A "DILATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE 00 ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC cm OZ N I Ir I3L Q LLz O ONH�W v/ co V J Z U b Q Q N ° $ O U W Z Cl) U J - In in C) N F— s b b 00CL TY a C V J Cc 1 O E U ~ ¢ t C I ,FO N C N ro 4' DIA. X 12' DEEP _ 8 ^ a BLOCKOLIT IN CONC. 1: FOR SIGN POST a I I Q c o_J ^E DESIGN TO BE APPROVED ¢ ;itI I a BY LOCAL ENTfTY ENGINEER C Z r N M0001J STANDARD DETAILS FOR RAISED MEDIAN GEOMETRY LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWING STREET STANDARDS DATE: 03/01/02 8 0 1 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOnRCATION CENTER OF COLORADO 1-800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ■ moms — i W 7 CA W S IL U LL w LLJ Z a W W wZ 2Z Q LLI rQ ii a ,, 0 p A Z O (0 N 04 N EoN� 285c04,kn E I,T 8 MONK Y ��^C CQO C 0 0 0) CO U�r•• NLLH LL C0 H Z W 2 W O a �o Q Z O O J J W O 0 Cn0J OJ aO0 W QUO �a W U LL rPROJECT NO. 020-207 DRAWING NO. DT-601 125 W W U) J W z� ;Q a�0 o< W 0 J H C'1 264 kil 1 1K COPYRIGHT ® 2007 STANTEC ORAWNG ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. TO Flow Line Curb 4N White Line 41 (/� 6' 20' O 4' 000 20' 21 -44 LL TYPICAL BICYCLE LANE PAVEMENT MARKINGS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 1406 #330248 #330247 #330149 NEW FHWA ARROWS (ELONGATED) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 02/28/02 1 42 0 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. .'0, CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ~ 0 00 w Ir F N Q D_ V) O Z U p W (n CC LL W O G= v7 c� z Q Of 0 CD Ln Q 1`10 N — O W Q W V) H � W H � 2 a WWW I,W z a LyI E5 z LLI wZ xZ rp Q F-W �W m} U U� U- ZQ � WIn �QE WN ¢ K K Up a0 o_p o� vIZ Jtq �U 0 c14 N N Eow� 2oD"m EEO NC1NN U CO CO Y +L+ r"C 00 c �00 N Ux N LYL F-LL F- Z W W 0 It a w Q Z O 2 Oli° CO) moo a U a� vi Z o o LL Q a 0 3 F ILO L) fn�Q' WO a WU� PROJECT NO. 020-207 DRAWING NO. DT-602 126 N11 C-1 284 P- J 1 m 2 O K 0 a'oE 'e > N t I oa 4.0 Co" L N O L 1I1 o.� a» P4kol 11 jr, COPYRIGHT © 2007 STANTEC DRAWING ALTERATION R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT RI ANY WAY. ANY LICENSEE WNO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED 51 HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. Ac4 �.a�.+v.e... �., y.,�.... `.w .. vs.... t.'..wwa .. -+M.if•��YW3lY �.+u ... ,=tl�va`al r Q WQ m 0_ CA Q, �m 16� m� } L ts m W m $ 3m Y v uJ U L C C Q� 3m W me v L � w� r 0W W � O O Q a a °( �o a1 ° — cti N� L> 0W C ` ° ca U 3 ° E CO) 0> 0.0 a cu o m -0 a ao>i� +, O W C 0-- co N O O 0 L N co CQ N C N L-ca ca �U °' °� �E N C� QC 3 0 N0 7 r W Q C (D LO 'N N N r E Cl �m E UC X c� C� N U) C cD O E r N N C O �C ° ��«: Z ro -C 3o a 'o,m 0w zW U)o 0.0E UQOZ Oa[ a D� O Eom � U)Z r N M tt � O-'D �Em QW 'D ? O Cm C0 � r N� m CV CV (V < T T T O io DO DO STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION REVISION N0: 1 DRAWINGS DATE: 03/01/02 DRAWING 1413 FORT COLLINS ONLY z oI-- 00 W W U Z Z � c Gi i oO w d W — (L M t= Q Q I"' Z F UJ C) vi 3NI�M0�3 a311f10 o W0 LIJ �W LIJ o a o Z (�!l H w LLLI Z LL_ Q P a W v U Z U a O qO m Z �LJ Q J W J N W U P J m d U) J i m (n V) � Y cnUj =W�o as Iz�� N�Q 3 Z V) W J O a 0_ LL. LL- Uj U 2 0ULLIL�D_ d Q P Nil d 0 We Q N �J J irQQa 4 9 Z W1� P U N?ooQW W° o 0 � 1-- < O a s (in O(n =O� J Z Z N U m Q O W V ZUV LLI 2 J (r Q P Q 0 „7.8Z e P L.L `/ cr _ 0 UQ Q P a J A tr = v . O N — LIJ = L L �ij� CrN U— Z Z cr O L� Z U LL O O Q N W m Z:2j0m N5� Z O Qo0WQm�c~n „8l O W U_ J W Wo`�QQ = r m N = BRIDGE RAILING/PARAPET WALL CONFIGURATION DETAIL LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION REVISION NO: 1 DRAWINGS DATE: 11/16/00 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. FIGURE 1108 CALL UTILaY NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. F } ,01 O w N LL 1 0' LN o z U O W N j L.L W C] Cr C� Z 3 Q x CD Ln Q n N — O W < 0 W U W x In = U W a < W W L3 Wz < 2— LLI a i--LLI W Yo m} U U I_ U I— Z Q 0- a n 0 o:i CA Z j c+) m N CD 2� 080cn E MUCOC� ot U) 0 0) U N LL. H LL NZ N H Z W W O a: Q Z O jxJO HQU WCQ awZ fnOJ Ou--J a O a WU� PROJECT NO. 020-207 DRAWING NO. DT-603 127 C-i 284 m E o� > N OQ F C C o N L N O 0. o,S 2» DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PAVEMENT COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REWIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. MEDIAN WIDTH VARIES COMPACTED SUBGRADE (95% TYP.)j 3'-0" NOTE: 3'-0" .. ,I•., '+ 6" 1 1' 1. USE 10' JOINT SPACING ON CURB do GUTTER. (TYP.) JOINTS ARE TO BE LOCATED OPPOSITE OF EACH OTHER WITH MEDIAN JOINTS MATCHING OPPOSING CURB do GUTTER JOINTS. TOOL ADDITIONAL MEDIAN JOINT AT MID POINT INTERVAL. 5' MIN. (VARIES) 10' (5' IN PARKING LOT AREA) FIBERMESH HEAVY BROOM FINISH CONCRETE REHAB DISTURBED LANDSCAPE: BACKFILL WALK, FINE GRADE, SEED AND MULCH, AS SHOWN ON PLANS. 5' MIN. (VARIES) 1 a : - \ •• 5•. A. a \ NOTES: 1. 5" THICK 10' WIDE CONCRETE TRAIL. 2. 3.500 psi CONCRETE WITH FIBERMESH. LB PER CY. 3. CONTROL JOINTS: 10' TO CENTER. ALL JOINTS TO BE SAW CUT. 4. EXPANSION JOINT: EVERY 90'. 5. 2% OUTSLOPE ON TRAIL SURFACE. A� RAISED MEDIAN DETAIL CB SCALE C PAVEMENVONLY' DETAIL ..6 ! _ 6. RECONDITIONED SUBGRADE TO BE AT 95% COMPACTION. 7. LANDSCAPE RESTORATION ALONG TRAIL TO ALLOW WATER TO DRAIN. 8. CONCRETE SURFACE FINISH SHALL BE HEAVY BROOM. 9. COLORED CONCRETE: YOSEMITE BROWN, 2 LBS. PER 93 LBS. CEMENT. 10. FORM WORK TO BE APPROVED BY OWNER'S REPRESENTATIVE. 11. CONCRETE 8" THICK 5' BEYOND DRIVEWAY EDGES. 12. CONTRACTOR SHALL SCARIFY do COMPACT SUBGRADE 12' WIDE, 8" DEEP, AREAS WHERE TRAIL IS CONSTRUCTED ON AT GRADE OR CUT CONDITION. COST TO BE INCIDENTAL TO CONCRETE TRAIL 5". CONCRETE TRAIL DETAIL NO SCALE TYPE 2 CONCRETE FINISH APPROX. RADIUS= 30'-I F � TYPE 1 CONCRETE FINISH LIMIT OF FINISH (NOT SCORED) C TYPE 2 CONCRETE FINISH) MEDIAN SCORING DETAIL NO SCALE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-8M9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. C - 1 111I1'��1"8 • • • W < a W In LL) W H � 2 K U 11 a < W W Z W C7 z W W Z �? >0 Q �W FW m} U Wi V1 WN 3� WN 0 O < <Q a� map o� L) Q :a• n fIt", gyp; .00 N N 2ro�F) E �CO L y t � C O^O cl)0 O�0) Cq U -r NLLH LL Cl) z W w O W a w QZO = O J J U) �00 a U N H a�Z 0 OLLJ ;Q O <� CL Ocr W H I- oQ Q�O �O F a WUIi �� PROJECT NO. 020-207 DRAWING NO. DT-604 128 284 ROUNDED POST TOP 8'-0" ATTACH RAIL TO POST WITH 6" LAG SCREW 3" ROUND RAIL X 10' (UNTREATED) o C-4 4" ROUND POST (TREATED - ACQ) NOTE: 1. ATTACH RAILING TOWARDS PARKING. EMBED POSTS 3' MIN INTO COMPACTED SUBGRADE E� SINGLE RAIL FENCE DETAIL NO SCALE 8" X 8" X 6'-0" RECYCLED PLASTIC TIMBER GRAVEL ROAD PAVING COMPACTED SUBGRADE #6 X 36" REBAR REINF, WITH 11/16" PRE —DRILLED HOLE, 3 PER STOP SECTION NOTE: 1. REBAR REINFORCEMENT SPACED 1'-0" MAX. FROM END OF TIMBER. G )_MEEL STOP DETAIL COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION R 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BI HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 10'-0" 4'-0" ° I I. I I .' .• r-III—I 11—� ��=i ��=1! I C I I, I I 1=1 I H •• •; o -I I '• • —I 1= I —I I I —I "' I I I — -I I I —I I• III � • �: �iI1= 1 �II��IIiI _� ' . NOTE: 1. ATTACH RAILING OF FENCE TOWARDS PARKING LOT. 2. HANG GATE ON 2 HVY DUTY CAST STL GALV HINGES. LAG BOLT TO POST. ( ) GATE DETAIL No SCALE ROUND POST TOP EDGES ATTACH RAIL TO POST WITH (1) 3/8" GALV CARRIAGE BOLT, FLAT WASHER AND NUT —3" MIN 0 RAIL X 10' (UNTREATED) —6'0" PAINTED MTL GATE — ATTACH TO 8" 0 POST. —1/2"0 STL LOCKABLE CANE BOLT —8"O POST (TREATED — ACQ) —CONCRETE FOOTING — 8"0 POSTS ONLY —COMPACTED SUBGRADE 12"0 X 18" CONC FIG W/ 3" X 1 "0 HOLE TO RECEIVE CANE BOLT AS INDICATED ON I AVnI IT DI AM RECYCLED ASPHALT PAVING COMPACTED SUBGRADE GEOTEXTILE SEPERATION FABRIC NOTE: 1. TYP. ROAD WIDTH FOR ONE WAY TRAFFIC TO BE 20 FEET. RECYCLED ASPHALT PAVING DETAIL NO SCALE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL LMLrrY NOTiFlCATION CENTER OF COLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 9. 0 Z I IWI K � C 1,,,M,1 f©e©©ee c� 0 co N E In cO 2o�8 E pCNcg OD U 5.9 0 O w0mo U NLLH IL H z W 2 W � o azp W J O H0Lu a- Z co OLLJO aoU U C. WULL PROJECT NO. 020-201 DRAWING NO. DT-605 129 IN z O Ld 0 �g • >p N OI co ,o N C � awm N o • Lm 0" a» NOTES: 1. COLOR TO BE DAVIS COLOR YOSEMITE BROWN AT 2LBS PER 93 LBS OF CEMENTICIOUS MATERIAL. 2. FINISH TO BE MEDIUM BROOM FINISH. 3. BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL 4. STAKE LAYOUT FOR ENGINEER APPROVAL PRIOR TO INSTALLING CONCRETE FORMWORK. 5. COORDINATE VAULT TOILET WITH CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 60 WORKING DAYS PRIOR TO COLORED CONCRETE INSTALLATION. 6. FIELD STAKE VAULT TOILET CORNERS FOR NATURAL AREAS' REVIEW AND USE FOR THEIR INSTALLATION OF VAULT TOILET 7. VAULT TOILET TO BE INSTALLED PRIOR TO INSTALLATION OF COLORED CONCRETE. 8. LOCATE CONTROL JOINTS EVERY 5'-0" IN A GRID PATTERN. 9. LOCATE EXPANSION JOINTS EVERY 45' 0" MAX. �•, R iEXP JT MATERIAL 1" " •� •• '. CONTROL JOINT EXPANSION JOINT CONSTRUCTION JOINT TOOLED COPYRIGHT 0 2007 STANTEC ORAWM ALTERATION R 6 A YpLATERI OF LAM FOR ANY PERSON. UNLESS ACTN0 UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSEINAL ENGINEER, LANDSCAPE ARCHTECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT RI ANY MAY. LICENSEE WHO ALTERS THIS :UMENT IS REOURED BY LAM TO IX NIS OR HER SEAL AND THE 'ATION "ALTERED BY" FOLLOWEI DR HER SIGNATURE AND SPECF COLORED CONCRETE PAVEMENT DETAIL NO SCALE • CD ro I i N M s 1'-0- 0 BICYCLE RACK DIRECT BURY — 6 FT LENGTH EXP JOINT #3 REBAR CONC FTG NOTE: 1. ADJUST BICYCLE RACK DEPTH TO COMPENSATE FOR CONIC SLAB 2. KAY PARK RECREATION MODEL #627PIG, SURFACE MOUNT LOOP STYLE BIKE RACK. 2 3/8" O.D. SCHED. 40 GALV STL PIPE. PH 1-800-284-8208. 3. OR APPROVED EQUAL. BICYCLE RACK DETAIL NO SCALE l" R IJ • BUCK 'ASSEMBLY 50" X 4" MIN 0 RABBETED JT - 1 1/2" D (2rr MAX D) BOTH POSTS BRACE RAIL - 4'6" X 3" MIN 0 CARRIAGE BOLT - TYP LARGE END DOWN RAIL - 12'0" X 3" MIN 0 TYP BUCK ASSEMBLY CARRIAGE BOLT - TYP DIAGONAL RAIL BUCK do RAIL ELEVATION NOTE: 1. ATTACH DIAGONAL RAILING TOWARDS PARKING. 2. ORIENT ALL BUCKS THE SAME DIRECTION 3. ALL FASTENERS SHALL BE 3/8" ZINC PLATED CARRIAGE BOLT, FLAT WASHER AND NUT. COUNTERSINK NUT AND WASHER 1/2" 4. ALL FENCING TO BE UNTREATED CEDAR. BUCK AND RAIL FENCE DETAIL NO SCALE N POND SLOPE DETAIL NO SCALE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 400=922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1 r r m o WWj o m o w IY H N I Q m p - N z 'o 0 � o Ly N O • Z C7 0 O W N > LL d W O� O� rn � z E � 3 c a4) o a CD LfT V n N O W 0 W L) U W F N S U W W W ? Z 0 Q i. Y 'aN a� N a 0 0 H Z W w O Q00 ZO O J J W-1O 00 dW-z OJ -j CL O U W a WUu- PROJECT NO. 020-207 DRAWING NO. DT-606 130 W W x 0) J H W 0 sQ a3 o: 0 U W O J H N FY.. C - 1 264 C� �.. •".rw+..wara.r..w... .._-,vs,..>.n,ww,wn. a., a.. a..w:,.we.. s,::u.. mu..a .asu... v'. -.... _.. .. _ .. .. «.e., .. ... _: N.-.. ). ,. rt.,.>1ca4yw.•+•wnr-e<a..,..-. i..�.•.. �... - .-.r_,e.-v+.. ,w _ _.ehr..,w e- 1WMINER CURB FACE I 4 W-4• 16'-4' * FOR LENGTH IIREA1Elt MEN 5 FT. INLET PROVIDE ACCESS AT BOTH ENDS. .. A.l :. i• .�Y. A - , ' ,;; r �� ` A ■ RE WIN 1L 0'OOR MOREAND . 5 11tl615RIU1 L 503 801 601 OB REINFORCEMENT BAR ACCORDINGLY. * On AM R ■ ■ INLET 6i USED WITH 3 /ODS 5 RODS ENDS OF 1 [ BEAM MOUNTABLE CURB AND FWD of o.t.6' IN 10' IN 15, 3' CUR FACE OF SHALL GUTTER, E CONSTRUCTED. CURB 5 FT. TRANSITION FA E Corp INLET INLET CLIMB TRANSITION %%ALL BE PAD CURB FACE ' :•. ' : * FOR AS CURB ND CUTER. MOUNTABLE CURB AND GUTTER MEET SHAPE OF Nd11Y4 wpm TRANSITION CURB w. :. 18"- JIE' 30' 3', EACH END CURB AID GIITIER HERE. ...) TO , ,r,; DIRECTION r �;SUTDN ONE 1 / ' DM ROl)r� •ti< �;:�' r <` ,n;pCNT IN 5' INLET r.= r r.?� r.., OF FLOW.?:.; ..:i: - �- FOR A 1'-O' FAIN SLOPE r M FT. SEE OW"M LAYER ON 9W i TR TYPICAL PLAN VIEW * ■ I I °� SEes r-D, ♦ �3• INLET PAY LENGTH 3 --�i 1 i4• 4" ND.4 d6t TO r 16' LONG 1)40 ADPt: 2! ID CURER ALPT. L-5' L-11r L-15 r�,. ... , R r ` 401 0e 1 `C1R OFF OR BEND 1IVI5 to CLENR� -SEC. Ire101 SLOPE-1"/FT. 106 60E SOJ 401 ■ /0/ ■ 401 J..•.. •• 2 6, 403 403 -- I 4:1 ' • ` � T z•dr. REEO D.INLET FOR ILLY 501 2'dr. 3. 601 801 • .. 601 801 (T/ )T I 2:1 r 7.f � H >_3'_6• 101 0 11'o.L 401 0 401 a 401 12:1 13• PIPE 51+ACFN 5 £.0.a 5 %•o.c. rcir. rl I� UKS• Ht5' J .. I MID 1 �• LOCK NUT 113'•aW H408 -7 2' L-10'or15'••MCS' of 9'aa e ,4~.:..'�,, 12• o.a 16' Wx 6• 9'aa TAP. ; ...: • i • 3' l2A T 407 ` 407 .. . ; :� �1 r all d' 11PICIl MIL 40J 407 403 401 40J 103 ,.. I V DLA.. x 24' 407 5• HANG Fl.. VIE - Gila. STEEL ROD 9' o.L 1Y «' ,.....•.. r At 10' EIQOMEIR t.. 2'-6'o.c. A r 0I6E115t TONOURY 402 101 107 AROIINO HOLE FOR DRARIAGE SIMLL 11' o.L 401 11 o.L 9' ex. -� 3" CLR.� 405 406 405 4p6 .. 405 406 .. TYPICAL BE PLACED AT SUEIGRADE II*O.C. roa x 6•aL 6•oe x 610.E 6'oe x ro.a 3'x3k ' PLATE THREELEVATION OR A MINIMUM L_.�a,-0• 11•-1• 161E-5' ROAD BASE. S BELOW CURB FACE ASSEMBLY SHALL BCE UGGED�WITH 4x SECTION A -A REGULAR INLET CMMErE BEFORE 1" 16'10 L.Ip' L-Is' _ I Rl/LE ENTIRE ASSEMBLY BEFORE POURING ACCEPTANCE OF THE STAPT. CONCRETE _ - .. cr _ n n n 1 C ~i D C D 502 1o3 502 - 502 W4 CONSTANT 413 4O9 403 413 403 I 3" CDR. MIN. 0.5% Slope �1 f o.L 407 8' 401 N > 5 411 412 403 C 10 I D C 411 4102 VTNI■I.E �J ws r cu. 12• 406 SECTION A -A INLET WITH DROP BOX-H25' TADI c nAIC - GAR I ICT FnR CIIRR INIFTS. TYPE "R" SECTIONS C-C k D-D (DOTTED BARS ARE IN SECTION D-D) MARK DUAL IN. O.C. SPACING ••VALL TYPE INLETS -. ... INLETS. H Z 5' INLETS, 6T 5' L- - 51 10' 15' 10' 1 15' NO.REQ'D. JUENGTH NO.REO'D. LENGTH NO.REQ'D. LENGTH NO.REQ'D. LENGTH NO.REQ'D. LENGTH 11 II 15 • 21 • 26 • 11 • 11 402 1r II 7 . 13 ,8 0 7 . 7 403 9 II • 4'-0• 4-10' 405 006 407 408 409 +/y• 6' 6' 9' 12" 8 ' VI Vlll II II II 11 7 • 3 6 6'-10' 8'-10" 5'-10' 6'-10• 5'-10• 21 7 • 3 6 6'-10' 13'-10" 10'-10 11'-0 10'-TO' 31 7 • 3 6 6'-10' 18'-10' 15-10' 16'-0" 15'-10' 11 7 • 3 6 6'-10' 8'-10' 5'-10' 11-0 10'-10• 11 7 • 3 6 6'-10 8'-10' 5'- 10" 16,-0' 15'-,0- 410 11 VII 3 1• 3 411 412 1,' 11' II II 3 3 5'-2" 1 2'-9' 3 3 10'-2" 2'-9' 413 9 ' II 7 110 '-10 7 15'-10" 501 + 51/2' N 11 3'-4• 22 3'-4' 33 3'-4" 22 3'-4• 33 3'-4' 502 5• 51/2" III 11 11'-5' 17 11'-5" 503 51/2• II 5 3'-6' ,6 3'-6- 27 3'-6' 6 3'-6" 6 3'-6' 503 51/2" IX 5 8'-4' " 601 2 8'-10" 2 8'-10" 2 8'-10' 2 8'-10• 4 W-10" 6.5 1 5'-10' 1 ,0'-10' 1 15-10 1 10'-10 1 15'-10" 28ARS,IRO0 ,3ROD5 BBARS.5RODS ,3RODS II 8BAR5.5RMW � • VARIABLE, REFER TO TABLE TWO. 1 INCLUDE 18' NO. 4 BARS (SEE CHANNEL LAYOUT DETAIL)- REGULAR t SEE CURB FACE ASSEMBLY ON SWEET 1 AND CHANNEL LAYOUT DETAILS ON THIS SHEET. INLETS .., r run DADc Ax!D Al IAKITITIrC VAGIARI F WITH "Mm v DROP BOX INLETS 'H' LENGTH L-5' L-10' L-15' CU.YD.CONC. L9.STEEL GU.YD.CONC. LB.SIEEL CU.YD.CONC. LB.STEEL 401 402 410 403 407 403 407 3'-0* 2•-W 1'-B' 10 7 3.2 285 5.3 497 7.4 706 3'-6• .3 2" 2'-2' 10 7 3.4 305 5.7 528 7.9 747 4'-0' 3'-8" 2'-8' 12 9 3.7 326 6.0 559 8.4 786 4'-6" 5'-0' 4'-2" 4'-8' 3'-2' 3'-8' 12 14 9 11 3.9 4.1 334 354 6.4 6.7 571 602 8.6 a 803 844 5'-6' 5'-2" 4'-2' 3'-5• 16 13 15 6 4.4 375 6.0 607 7.4 850 6'-0" 5'-8" 4'-8" 3'-11' 16 13 16 6 4.5 382 6.2 616 7.6 860 6'-6• 6'-2• 5'-2" 4'-5• 18 15 18 8 4.8 402 6.4 637 1 7.8 880 7'-0' 6'-8' 5'-8• 4'-11' 20 17 19 10 5.0 423 6.6 6541 8.0 897 7'-6' 7'-2' 8'-2' 5'-5' 20 17 20 10 5.3 430 6.9 664 8.3 907 6'-0' 7'-8' 6'-8' 5'-11' 22 19 22 12 5.5 451 7.1 684 1 8.5 1 927 8'-6" 8'-2" 7'-2' 6'-5' 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-O' 8'-8" 7'-8" 6'-11' 24 21 24 14 6.0 479 7.6 711 9.0 954 9'-2• 8'-2• 7'-5' 26 23 26 16 6.2 499 7.8 732 9.2 974 9'-8" 8'-8• 7'-11 28 25 27 166.4 520 8.0 749 9.4 992 E1,01--60. 10'-2 10'-8 9'-2" 9'-8' 8'-5• 8'-11' 28 30 25 27 28 30 18 20 6.7 6.9 527 547 8.3 8.5 759 779 9.7 9.9 1001 1022 TYPE ■ NFE N 44' 41' JIT 1, Sot r 501 1 TWE V TYPE W 601 405 NOTE FOR L-0. L-W 10 L-18' REGULAR INLETS: TOTAL QUANROES HEED ARE OUTSIDE OF THE HEAV/ BLACK LINE DROP BOX HEM TOTAL OUTANIT- TES HEED ARE ASIDE OF THE WAVY BLACK LINE I 25/If STEEL 1IMS DD NOT INCLUDE STRUCTURAL STEEL. 406 L- 406 L 405 3' CLR. 6• o.L 6' o.L SECTION B-B TYPICAL END VIEW HOME: 1MRDLE E1IIG ! comm. STATION POINT AD OUTFLOW Phi SHALL BE LOCATED AT THE SAE DID OF THE INLET. 3r t" N 1/8" WEIGHTS: COVER - 125 LBS. RING - 135 LDS. TOTAL - 260185E r ALL AROUND PROVIDE 3"x 1 /4" FLAT FOR FRAME 3"x 1/4" FLAT (TYP) 3"x 1/4" FLAT ATTACHED TO BOTTOM OF FRAME (2 SIDES) PROVIDE 5/8" BOLT PER INLET DETAIL (TYP OF 2) 3-1/2"x 1/4" FLAT 3"x 1/4" FLAT (TAP) PROVIDE 3"x 1""/4�" FLAT FOR FRAM G 1. ALL CONCRETE SHALL BE CLASS B. 2. CONCRETE WALLS SHALL BE FORMED ON BORN SIDES AND SHALL RE 8 IN. THICK. 3. INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199• 4. CURB FACE ASSEMBLY SHALL. BE GALVANRED AFTER WELDING. 5. 010M CONCRETE OMM SHALL BE 4 IN. CURB AND GUTTER CORNERS SHALL BE FINISHED THE (�IED 3/ TO MATCH TEE DONGCURB AND GUTTER BEYOND THE TRANSITION GUTTER. 6. REINFORCING BARS SWILL BE DEFORMED AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL 6, MATERIAL FOR MANHOLE RINGS AND COVERS SHILL BE GRAY OR DUCTILE CAST IRON CONFORMING TO 712.06E 1. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND QLWMES FOR CONCRETE AND REINFORCEMENT SWILL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. 10. STRUCTURAL, STEIN SHALL BE GALVANRED AND SWILL CONFORM TO THE REQUIREMENTS OF 712.06. d 2T 24' 2r TWO W. 4 WE + 12' 1Y No.4 �4 • FOR 5' IBET 3s• 3s • ONE 1 1/s HOLES +3/4 s'-10• 16' 11/2' 2I 1Wj 24• 24' 2r FOUR NO. 4 MHOLE r1r 3- • • • FOR 10' INLET J3/5 35• 3D' JO' 35' THREE 1 3/4 HOLES B[55 iv-10' TYPICAL SECTION AT HOLE 1r 2r 2rIL 2r 24' 2rjZr 2r 1r EKAIT NO. 4 BARS 12-,r . I• I• I• FOR W RIET 4 35" -1- Jp• J0• + 30• -+- Jo• -+-- 35• FIVE 1 1/2' HOLES IT-,0- CHANNEL LAYOUT DETAILS PROVIDE 3/8" BARS ® 6" O.C. DE 3/8" 1 6" 0. C. SECTION VIEW HM AREA INLET GRATE DETAIL GRATE SHALL BE STANDARD NOT TO SCALE 1r CDOT M-604-10 w EIAN F•--•--441' µ CE TER I402 -I 402 :ter ELEVATION CONCRETE INLET Jd• I 11/4 " 1 gtl17E (SEE p �� 0 /6 R. DETA. THIS 3 1 WnvER I '' 15/16 C1t• •1. /6 x r BOLT r r T /4' 3' -1/4. No WALL ALTERNATE SLOT AND HOLD DOWN GRATE INSTALLATION PLATE DETAIDETAI GENERAL NOTES 1. CONCRETE 9RLL BE GLASS B. INLET MAY BE CAST-N-PLACE OR PRECAST. 2. REINFORCING BARS SHALL BE EPDXY COATED AND DEFORMED, AND SHALL HAVE A MINIMUM 2 N. CIFARANCE. 3. STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION WINDOW SI111 K GALVANIZED AND SHALL BE IN ACCORDANCE WITH 712.06. 4. STEPS SHALL BE PROVIDED WHEN NIET DIMENSION 'H' EXCEEDS 3 FT-6 N. AND SHALL BE N ACCORDANCE WITH Ak%n M 199. Oleo 1 -3jw SECIM VIEW SLOT 11/1- rFUT/4 ?" SLOT DETAIL 3" :SHLDALE 16 x 1' SLOTTED ^•L 5 6 AREA INLET DETAIL NOT TO SCALE O I QUANTITIES FOR ONE INLET H CONCRETE i (CITE YOS. RDNF. STEEL LBS. ND. STEPS REO'D. 2'-6" 0.9 75 0 3'-0• 1.0 80 0 3'-6" 12 96 0 4'-T 1.3 101 1 4'-6• 1.4 1,6 2 W-0" 1.5 122 2 5'-r 1.7 137 2 W-V 111 142 3 W-61 13 158 3 7*-0• 2A 163 3 7•-6' 22 179 4 6'-O• 2.3 184 4 W-6' 2.4 199 4 9'-0• 2.5 205 5 W-6" 2.7 220 5 10'-0• 30 235 6 1,'-6' 3.4 251 6 •INCLUDES VOLUME OCCUPIED BY PIPES. BAR LIST FOR H=2'-6" AND RENDING DIAGRAM MARK N0. REQ'D. HGT. LENGTH 401 2 2'-3' 7'-11" 401 6 t-j' 6'-7- 402 3 U-� 15'-V MD. 401 3'-5' VNC'REASE DIMENSION 6' FOR EACH 6' INCREASE OF W ABOVE 2'-6'. TT ADD ONE BAR FOR EACH FOOT INCREASE OF 'H" ABOVE V-6•. ALL BARS TO BE 1/p DVS CUT OR BEND AROUND PIPES AS REQUIRED. 402 BARS WI . BE EQUALLY SPACED FROM EACH ODIER. DRAWINGS OF RECORD CALL UTILITY NOTIFICATION These Drawings of Record have been prepared based upon CENTER OF COLORADO information submitted by the CONTRACTOR. While this 1400m922=1987 Information is believed to be reliable, Stantec is not responsible CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE for Its accuracy, nor for errors or omissions which may have FOR THE MARKING OF UNDERGROUND been incorporated Into this document as a result. MEMBER UTILITIES. } r � OD a W -7 O .D iO w N r- Q I - - m v a) O a) Z U 4- O W 0 IT L (n o w o +- U) z _ 3 a > af a) o CEO Ln Q IY"1 N 401 W a 0 W H Ln U W F (A U IL Q cc ir (3 i wZ Mz yY Q F W F W mU U U � W]VI L) �(A Z W Ir J� O a0 ap o� I�i,Z M CV Eaw� vL°'n'm4 E 0)ONN 2VCDa j C C) 46 N O0)W N CA L) X NLLH L Z W W 0 10 0 O:i_5 WOo U TA 0 J OOO 0-00 W 0 ao 'r WULL "PROJECT NO. 020-207 DRAWING NO. DT-607 131 DAD OCA, nlerRALMS (nimonnions Lt-to-Out of bar) C-1 284 a' E 00 0 7 N } I om O � O N v N O a >" 3 •" C i 3�r o n. BC + 24 DENSELY COMPACTED BACKFILL TO 95% T STANDARD PROCTOR 1 DENSITY W/= OF OPTIMUM MOISTURE 12" CAREFULLY COMPACTED MIN. SELECT SOIL BC SPRING LINE (LIMIT OF CLASS B BEDDING CONDITIONS) 6" COMPACTED GRANULAR MATERIAL (CLASS B BEDDING) CONCRETE STORM DRAM BEDDING N TS FINISHED GRADE 28" MAX. 24" 0- ♦• MANHOLE RUNGS z i 12" O.C. � �� SEE NOTE ' m a � T! > 6" •.� " OPE MAX. 11 /FT. • •T + •.../. ...4. . r•. •_' '8" MIN. .'• �.. • 6" MIN. SLOPE 2" MIN. 1"/FT. y « CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE -FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE -FORMED PLASTIC GASKET CAST -IN -PLACE CONCRETE BASE — COMPACTED GRANULAR MATERIAL NOTE: SEE PLAN AND PROFILE SHEETS FOR MANHOLE SIZES. OURED INVERT tPRECAST MANHOLEAND BENCHES ALTERNATE BASE STANDARD MANHOLE N TS NOTE 2 BEGIN FABRIC INSTALLATION (TYP) 6" W (TYP) v EROSION CONTROL FABRIC W W W W W W W END FABRIC INSTALLATION O �O �E W .Y W W W NOTE 2 NOTES: NOTE 1 1. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE 6 TRENCH. BACKFILL AND COMPACT TRENCH AFTER 6 STAPLING. TRENCH AND STAPLE FULL LENGTH (TYP) ALONG EDGE OF BLANKET. 2. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. EROSION CONTROL FABRIC KEY TRENCH N TS CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP (UDFCD) % OF TOTAL HEIGHT IMIERMEDIATE ROCK RIPRAP SMALLER THAN THE DIMENSION d50t DESIGNATION GIVEN SIZE (INCHES) (INCHES) TYPE VL tt 70-100 12 50-70 9 35-50 6 6 2-10 2 TYPE L tt 70-100 15 50-70 12 35-50 9 9 2-10 3 TYPE M 70-100 21 50-70 18 35-50 12 12 2-10 4 TYPE H 100 30 50-70 24 35-50 18 18 2-10 6 TYPE VH 100 42 5D-70 33 35-50 24 24 2-10 9 td50=MEAN PARTICLE SIZE. AT LEAST 50 PERCENT OF THE MASS SHALL BE STONES EQUAL TO OR LARGER THAN THIS DIMENSION. tt BURY TYPES VL AND L WITH NATIVE SOIL AND REVEGETATE TO PROTECT FROM VANDALISM. TYPICAL BURIED WRAP DETAIL N TS TOE OF FILL WOOD STAKES • � CLLVLTR • FLOW 7b • • END BALES TO BE KEYED INTO FILL SLOPE. . • . . 8" TOPSOIL ENTRENCHED ERDSION BALES ,: FILTERED vArER DROP MET SECTION A -A A STAKES PLAN VIEW WOOD MAINTENANCE NOTES 1. INSTALL EROSION SALES IN ACCORDANCE WITH GUIDELINES WV ETI IN DRIP MET ENUSTO1 BALE F31ER' E. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAM EVENT, AND REPAIRED WHEN NECESSARY, ACCUMULATED SEDIMENT SHALL BE REMOVED. 3 STORM DRAM INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE, STRAIT BALE STRUCTURES L LTNOSIDN BALES I INLET PROTECTION EROSION BALES ARE TO SE, ENTRENCHED INTO THE SOIL, TIGHTLY AMOIF T WITH NO DAPS, STAKED AND RACKFIED AROUND TINIS THE ENTIRE OUTSIDE PERIMETER, A ISM INLET RIPRAP AS SPECIFIED IN PLANS W/ 1' OF TYPE II (COOT CLASS A) BEDDING MATERIAL. 1' OF TYPE H (COOT CLASS A) BEDDING MATERIAL. ImmB NOTE: CONTRACTOR TO DETERMINE LOCATION. TEMPORARY VEHICLE TRACKING CONTROL PAD N TS DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UT1 "NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTE: CONTRACTOR TO DETERMINE LOCATION. TEMPORARY VEHICLE TRACKING CONTROL PAD N TS DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UT1 "NOTIFICATION CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m o � W � H N Q I 0 V) O Z U O W <n x > LL W O cr In CD z W Q 0 co Lo Q I`I'U N — O w Q W LA H � w W � OC Q a Wz i? a >LL w ~" tj w� za WfU/1 �N �0 ;]C J O M m N 2D�oc05 E 0ONcv 2UN>oCID t NQ�C 7 CEO ) 0) �Uvx NLLF IL VA H Z W TE W O W M 0 QZOO WJO VDU CLIXZ C00J -j CLOU W �- a WUu- PROJECT NO. 020-207 DRAWING NO. DT-608 132 ��" 2 8 4 kji 1E1 120" "FUTURE TOP" E� 10' TYP R CURB INLET (FUTURE PER CDOT STANDARD M-604-12 8" 40" CONSTANT REMOVE LID WITH�0.57. SLOPE TOP OF INTERIM BOX M, 4889.00 FUTURE ADDITION "BOTTOM" 8" /8" MODIFIED TYPE R DROP BOX INLET BASE SEE CDOT STANDARD M-604-12 SUMP INVERT ELEV: 4882.80 12" CONCRETE LID (SEE DETAIL THIS SHEET) 5.56' O INLET - TO BE BURIED IN THE INTERIM CONDITION STORM SYSTEM A (3) NEENAH R-4755-8 GRATES (OR APPROVED EQUAL) TO BE REMOVED WITH FUTURE ADDITION INTERIM GRATE ELM 4889.00 40" CONSTANT CONSTRUCT JOINT AT 4887.17 MODIFIED TYPE R DROP BOX INLET BASE SEE CDOT STANDARD M-604-12 N. MANHOLE 6.24' 1200 "FUTURE TOP" SUMP INVERT ELEV: 4880.93 12" 80" INLET - AREA INLET DURING THE INTERIM CONDITIONS STORM SYSTEM B-1 8" 10' TYPER CURB INLET (FUTURE) PER CDOT STANDARD M-604-12 8" f 0.5% SLOPE I 1 "BOTTOM" 8" REMOVE WALLS ABOVE T JOINT WITH FUTURE ADDITION 52" 76" " %F I -V DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO I400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. (or) Z O N W Cr "©o©©eo W W H s U O: Q K K z wZ �Z 1 W �-W W~ W~ � �(A 0 0 CL If p W H Q O W 7 v, N 4 � W W Y J m U Q z w U a a0 othZ p'•�, 0 CD N E0N°$ 2oDCN,4 EE O64N 8 L SCOW Don 0 0)0� x Cli LL LL R. 00 H Z W 2 W O 0 QZO O J J Ir-jO aWZ OJJ a O w cry W U 0 r_ `a LL PROJECT NO. 020-207 DRAWING NO. DT-609 133 i. C-1 V J ' N n I ^ CO � O U J � J / % -120 -100 -80 -60 —4u —/-u W - - 4905 4904 COPYRIGHT © 2007 STANTEC DRAWING ALTERATION R K A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. APROFESSIONAL CIT ARCHITECT, ORNLANDESURVEYORLANDSCAPE TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUNED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED IF HIS OR HER SIGNATURE ASPECI DESCRIPTION OF THE ALTERATIONS -120 -100 -80 -60 -4u -/-U ., -120 -100 -80 -60 -4u -/-U DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. MOM )0 r-J F • , • o )0 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET W 1 0 W 0 ut O � N II W — a W Z � a' Z �Z O U� r0 ZQ 7 n o� a� Q0 O _ S V - Cn 0 0 N E""c4 2 �m E �0Doc 00to-)�� N LL H LL I— Z W W O a. p04 o QZo M (X-jo a VDU u~i W C0 O O LL J ; � aouu + W oa L6 a WU� �N PROK 020_207 DRAWING NO. XS-1 134 BID ITEM NO. CONTRACT REF. NO. CONTRACT ITEM UNIT ROADWAY BRIDGE UTILITIES PARKING AREA PROJECT TOTALS PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. 52 213 HYDRO MULCH ACRE 0.20 0.2 53 213 MULCH TACKIFIER LB 2,302 2302 WEED BARRIER SF 230 230 54 213 55 213 STEEL EDGING LF 40 40 56 214 TREES (DECIDUOUS)(2 INCH) EACH 11 40 40 57 214 SHRUBS ( 10 CU. IN.) EACH 170 170 214 SHRUBS ( CUTTINGS) EACH 301 301 58 59 215 TRANSPLANT CONIFEROUS TREE (8 FOOT) EACH 1 1 60 304 AGGREGATE BASE COURSE (CLASS 6) TON 8,062 8062 61 304 RECYCLED ASPHALT CY 265 265 62 403 HOT BITUMINOUS PAVEMENT (GRADING S) (100) (PG 64-28) TON 3,425 127 52 63 403 HOT BITUMINOUS PAVEMENT (GRADING SG) (100) (PG 58-28) CONCRETE PAVEMENT (6 INCH)(COLORED YOSEMITE BROWN) TON 5,750 57 50 SY 155 155 64 412 65 501 SHEET PILE DRILLED CAISSON (30 INCH) SF 520 520 LF 554 554 66 503 67 504 STONE VENEER SF 795 795 68 506 GROUTED RIPRAP TYPE H (24-INCH) RIPRAP TYPE M (12-INCH) CY 1,150 1150 CY 9 9 69 506 70 506 RIPRAP TYPE L (9-INCH) CY 2 2 71 506 RIPRAP TYPE VL (6-INCH) CY 5 5 72 506 GROUTED BOULDERS CY 330 73 73 506 RIPRAP (SPECIAL) (12-INCH) CY 738 738 74 514 PIPE RAILING (ANODIZED ALUMINUM) WATERPROOFING (MEMBRANE) LF 178 178 SY 780 780 780 75 515 76 601 CONCRETE CLASS D (BRIDGE) CY 588 588 77 601 STRUCTURAL CONCRETE COATING SY 486 486 78 601 CONCRETE ENCASEMENT (SPECIAL) LF 158 158 79 602 REINFORCING STEEL LB 15,790 15790 80 602 REINFORCING STEEL (EPDXY COATED) LB 56,428 56428 81 603 18 INCH REINFORCED CONCRETE PIPE (CIP) LF 123 123 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 326 326 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3 3 84 603 21 INCH REINFORCED CONCRETE PIPE (CIP) LF 25 25 85 603 21 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 86 86 86 603 24 INCH REINFORCED CONCRETE PIPE (CIP) LF 17 17 87 603 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 237 237 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4 4 89 603 30 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) 30 INCH REINFORCED CONCRETE END SECTION LF 486 486 EACH 1 1 90 603 91 603 36 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 367 367 92 603 36 INCH REINFORCED CONCRETE END SECTION EACH 1 1 93 603 14 x 23 ELLIPTICAL RCP (CIP) LF 77 77 94 603 14 x 23 ELLIPTICAL RCP END SECTION EACH 1 1 95 604 INLET, SPECIAL (INLET 2) EACH 1 1 96 604 INLET, SPECIAL (INLET 4) AREA INLET 1A, WITH GRATE EACH 1 1 EACH 1 1 97 604 98 604 AREA INLET 7, WITH GRATE EACH 1 1 99 604 MANHOLE, 6-FOOT EACH 4 4 100 604 MANHOLE, 5-FOOT EACH 2 1 3 101 604 MANHOLE, 5-FOOT (SPECIAL) (MH PD-10220) EACH 1 1 102 604 MANHOLE, 4-FOOT EACH 1 1 m w Q D z 0 U) 5. ui cG u'r v rn cv — O W N u � W v, X or � W s s W W W U w � w c.� u F- z G cn yr atcr w `� aC] a�j a� �z M CIA 2 t rnA E n N cQ o � O 0o m Yj cOQ� �0a)�H Q d NU.h-LL r z w w w a o w Qzp F- ctJJ U O O d d wf-") L- z awz 0 w �O-� y. a OLL :w O Cr ao� a< s ¢~� Wf w 5 LL R cn t NO, 020-207 t)RAWNG ND. GN-111 i3 c = 1 2,& r -120 4892 -120 AS COPYRIGHT ® 2007 STANTEC DRANNO ALTERATEN IT IS A MDLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSE" ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY NAY. NNO ALTERS TM REOURED BY LAN TO HER SEAL AND THE .TERED BY" FOLLONE[ GNATURE AND SPECFI -120 -100 -20 U LU w ILL -100 -80 -60 -40 -20 U ZU -100 -20 Foo CO r 1-v OrMAi )0 4892 >0 _-- n§f�l I O 0 20 :1 100 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 120 20 40 ��HORIZ. 0 10 20 VERT. SCALE IN FEET Ae 1 1� onANN W < 0 W L W W F V) U 11 7 a O � W N W O WZ Z sZ r0 O i,-W I-W m} > LU I_ Wi C/1 U I— W V) Z Q it 0 0. o� u �= a� C- co N N cm 19 E N U �V�ONNv n a0)a a)U- x N LL H LL C) Z w w O CO) Z g Op 0 o ~o QZO WM XJOo U VU- O Cn w� aX? Ix U ~ O00 <Q o+ 0-:)() co �� M W (J) W O a WU� PROJECTNO. 020-207 DRAWING NO. XS-2 135 gi 6 �i .�!% m Z 0 0 0 Iz r q" kjj 3, Ek O A • / , 4888 —120 A • • COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION R Bi A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS DR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED 81 HIS OR HER SIGNATURE AND SPECIFIC nFSCRIPTION OF THE ALTERATIONS. —100 —80 —60 —40 —20 0 20 40 bU ou I uu I Z-u —140 —120 —100 —80 —60 —40 —20 0 2U 4u ou ou I uu —140 —120 —100 —80 —60 —40 —20 0 2U 4U ou ou DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. A • F•W wows 0 20 40 HORIZ. � 1 1 VERT. SCALE IN FEET m 0 w N Q 1 f] 0 � N O Z U U W N Cr LL W O ff Cn CD Z W a 0 Lp Ln v rl N — O w < 0 W H N � U W H F In � a p N W W I z 4 W WZ �Z YO O > W(n �N JO a cr 0 a ri it 11 o � Cr 4A Z W 2 W O QZO W J Q HOU v7 aW-Z °OLLo aoU w � o a WUO PROJECT NO. 020-207 DRAWING NO. XS-3 136 07 Z O U+ W °p M UU �O U F- Ot w� M a wo � 284 4900 4896 4892 4888 4884 c FX ROW 40+00 ROW �� - - ° — - -J 00 I I \ In 00 \ —120 : OD% 4888 4884 -100 -20 C 20 100 4888 4884 120 CN In 39+50 °° Q EX ROW o °' ROW rn - ° O \ \`--- ---- c-- rn rn rn 00 Uj -120 -100 Q� f377�1ni -20 C 20 0 100 39+00 00 _r) nnc nn%00 LO Me 100 4888 4884 120 rn - -_— - - _ — — — — — — — — — — -- — — — — — — — — — — ___-- _-- — — — — — — — — — — — — — — — — — ---- I 00 (-D -120 COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION R S A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY RAY. ANY LICENSEE WHO ALTERS TINS DOCUMENT IS REOURED BY LAW TO -100 -20 100 4888 120 DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible vER7. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET —1—T1 r o m 0 o W C N Q 0 0 Or VI O z U O Ld (n Cr > LL W O CL Ln z Q 0 CO Ln V I rn I N 1 — O w f- a O W U � W V1 F V1 U w� O_ < O W N W II 0 W Wz Z Xz YO O F- LLJ I- w m } > U� �LN U� �Ln ZQ wO it of OM Ow N < II N EoN00 20D�`c9i of 6 0 CN L y�� coc m �zMo !A CUvX O .: 0) LD N LL F LL & I w w 0 IX i 0 <ZO J J W �-00 C00J OJ 0-00 W O �_ OL WULL PROJECT NO. 020-207 DRAWING NO. XS-4 137 C-1 294 LL i N /4 u^M ~ L)04 NJ �N I Q JU O OJ .< oZ � � 4900 4896 4892 4888 4884 414 CV Rnw =J °O -2.00% — — --- -- J 00I �_ ---- _ - --�, I I � � I � -120 -100 -80 -60 -40 -20 0 4900 4896 4892 4888 4884 00 414 L0 1-Y Rnw � -2. 0% Q o �0-) ef - - i� I / I I o In I � 00 -120 4900 4896 4892 4888 4884 -100 ,m -20 0 00 40+50 20 20 0q T 7�1L11 100 100 4900 4896 4892 4888 ail ::V EX ROW Q I -2 00% -2.0 I I I Oo , _ _ ce COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC GFSCRIPTION OF THE ALTERATIONS. -100 -20 U 20 4900 4896 4892 4888 Ewe] 4896 4892 4888 4884 20 DRAWINGS OF RECORD I 20 40 These Drawings of Record have been prepared based upon HORiz. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERY. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET 111� ININI W a W N W F F N U LL a W K N f�? _ li WZ iZ >0 0 HW HW m} ON ON (L Q� o� QO II W_ a0 Ito W W °x a- o co aZO cc—io f-OU i WA ho 0UoU_OU Q. PROJECT NO. 020-207 DRAWING NO. XS-5 138 a, Z 00 U+ W U) CO� OU IxO U� 2>- O IW �+ 0 o L' O Q C-1 284 I'. aD U H � J I N m z o OU in O 'oi Z �o o r iin,2 sg � N 0 , Om /Q + N v°cAOlo L �n oi� Ea�o E M ROWali 43+00 nil A ROW O _ O N In O _ —120 —100 owe .e —20 0 20 :e 100 4896 4892 4888 4884 120 Q0 ROW o 42+50 -q- 100 ROW _ Q ry N o _ _— - ---- -- --- --� Q� O� —120 4900 4896 4892 4888 4884 —100 —80 —60 —40 —20 0 42+00 aaw 20 40 60 LO 0-) ROW 0 100 4896 4892 4888 4884 120 � Nq- N ---- -- J 00 I -- ---- _—� I I O (Z 120 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DINECTIDN OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED 01 =1111 :e] .e] we] —20 0 411 M :1 100 4900 4896 4892 4888 4884 120 DRAWINGS OF RECORD 9 20 40 These Drawings of Record have been prepared based upon HORI2. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible vERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET LL y' o Z U O W N i LL W O rr z a 0 LO Lf i Q rn N — O W F- Q O W 1=/1 O aa� � N II W Z jz O O �W 1 m} oN Cn aof QO II 0 N i EoNN°� zONN 2UwS 7 C O D^ C 0 w U v K N43) LL F-LL F- z W w 0 � a azo X-JO J H0 W ate? OJ F o-OO F�H WULL PROJECT NO. 020-207 DRAWING NO. XS-6 139 rn z Oo W M V v U °o` O U�- Q<o o N WcrU) C-1 284 li � lliil Ii[ 4896 4892 4888 4884 CN Rnw U� 44+50 m nniA/ - I�vrr —2.0 —2. 0% 1 100 on I N —120 4896 4892 4888 4884 —1 UU -d0 —60 —40 —20 0 44+00 ,I Rnw 20 40 60 c0 116 Dn1A/ •1 100 4896 4892 4888 4884 120 _ I N\/rr Q 00 —2.0 % —2.00% 00 N cfl UU W01 —100 —80 —60 —40 0 Rnw CO —20 0 43+50 m 40 60 0 (6 Dn1Af Of 4896 4892 4888 4884 120 F- N CU U � -- I / N 1`�_ I __— � 'Ki- d —120 00 COPYRIGHT®2T STANTEC DRAWING ALTERATION IT E A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY RAY. ANY LICENSEE WHO ALTERS TNIS DOCUMENT IS REOURED BY LAW TO AFFIX INS DR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPF('Irr —100 —20 [I] 20 30] :1 100 4896 4892 4888 4884 120 DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT.�� for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET I 7-03 O O lU ~ N Q I 0 a o z U p W N W W O Cr (n Z a 0 two MLnr-) N — O W H Q W U � W LL> 4 C:) W N II W z _z y O O F W f W m} ON On Qx a� II 00 2. c,4 R E 0N00 8 ` mom 0) W ! NTV � K N LL ILL - I !I i I z w W 0 I is 0 2 0 !QZO 10 JD �0� U axz fn 0 _j WLLO O �a0U of o _ a WU� PROJECT NO. 020-207 DRAWING NO. XS-7 140 V) 0 C ULO + w� V)� OCO �Ir0 j L o M W Q WOE �it C/) LOO C-1 284 Ere U0 46+00 LO JN a l� ROW rn ROW _ .._...._._. ........___ ---- _ ro U _ — -------- .._........ _ __. � I rn rn -- -120 ,;;A -100 ,m -20 X 20 100 MUD 4892 4888 4884 120 J_ 00 C° ROW °' 45+50 00 ROW --- ° _ I I N O� Ln O� 1 ---_ -120 -100 welf -20 1 20 :x 100 4888 4884 120 4�)+UU ROW Ln ROW a 00 rn 14 - I N L0 ---- MIN COPYRIGHT © 2007 STANTEC DRAWRO ALTERATION IT R A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE MNO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY -20 116 20 all 100 are Mel MUM 4888 4884 120 DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible vERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET o m 0 w N Q 0 0 O z U p W E;q LU_ W O Z Q 0 to Ln w M N — O W H Q W 0 1-' N W H K � W � < Q 0 N II EZ < L,J zz >p O u� u� mQ > In Ii (n s i O 0 N N Eaw i coco ool,�y � QOU� x N LLF-ULL ,C0 z W w > 0 9 az0 XJJ SOD �a1r? o°o ,i 0-0 aOo PROJECT NO. 020-207 DRAWING No. XS-8 141 z 00 �o 0 + W t° � F 0� °ro U F- ;0 Qo <3: LO oo� C-1 284 III d Li le W J IA I m 16 Ea o OI g u i�� is Vic i •ko !� o � r N N H IKE 0 • • • W • / • • �I ••; 4880 —1_ COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION T 6 A VIOLATION OF LAM FOR ANY 'ERSON, UNLESS ACTING UNDER THE ARECTION OF LICENSED ARCHITECT. 'ROFESSIONAL ENGINEER, LANDSCAPE 1RCHITECT, OR LAND SURVEYOR TO 1LTER ANY ITEM ON THIS DOCUMENT H ANY NAY. INY LICENSEE WHO ALTERS THIS IOCUMENT IS REOUIRED BY LAM TO IFFD( HIS OR HER SEAL AND THE IOTATION "ALTERED BY" FOLLOMED EY IS OR HER SIGNATURE AND SPER IESCRIPTION OF THE ALTERATIONS. A — r— r1 .w —+U —ZU 0 20 40 60 80 100 W MUM iffa�J M11 L 20 ON a e] 100 . w U V —uu —I+v —1U 0 20 40 60 80 100 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 4880 120 • 120 • I m 0 20 40 HORM 0 10 20 VERT. SCALE IN FEET W H a W F VI I^ u LM Lr CD IL (V Na II < Ld wZ iZ O Of o r- Li1 H LLI m } UI.- W~ l/l Za Ix � a1� O ap • Q c� Q < �I V_ �0p N E o oq 2DoOc4,a> E m0"99 gU00GND w%^^g moo N 0 w 0) 1 x N LLL I--LL , PROJECT NO. 020-201 DRWNG NO. XS-9 Z tin oa U+ W C OU) of O O aQ+ C, v O F- F 284 i i z m W J N V, m z 5K `0 .}: O Ls— 4892 4888 4884 880 J00 Q �}- N ROW 49+00 N ROW ry-� 00 V � • O M Cn Nd- -120 4880 —120 —100 'Well] —20 1 00 all a 100 4884 4880 120 + �D U Lr, Q M ROW rn N ROW - Co _ 00 J 00 U � — Ln cD — — O � O 0) Uj ,Me90 MN% 4888 4884 4880 —120 01 COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFICDESCRPTION OF THE ALTERATIONS. —100 —20 0 20 :K 100 4880 120 J _ 4�+UU Q "'I -ROW � ROW ~rn 00 — 0% - .0 °° 00 rn O O) rO O-) '-- —100 20 100 4884 4880 120 DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET TM �o O W N IN H O z U O W N > LI W o � z 3 Q Lo In v n N — O w H Q 0 W in In IL > O N W ¢ n z W z sz o CD�w �w m> > c~il 0v~i :ice Wo ari o� II l 04 2cgm E O NNN Q " 2UCc r ui.,t...c Tn 0 0) N U N UL LL I� z W w Oy x 0 ECA Ozi-i Xoo U o7 U)OJ Ou--J (L iq LF Q5LL PROJECT NO. 020-207 DRAWING NO. XS-10 143 z 00 W 14, c�co OCO 'U O a:Q o00 0 It w0 a LU t I j o .O � O N N O O % a > � IEr, Lr:I:u �U �U ROW ROW 0q -- ---- -, - - I _77 00 JI� U -d 00 M _-�- 4896 4892 4888 4884 4880 -120 4880 -120 COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION IT RS A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WINO ALTERS THIS DOCUMENT IS REOUINED BY LAW TO AFFIX WS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS DR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. wells] ,m -20 0 20 we 100 4896 4892 4888 4884 4880 120 00 nU+UU 00 ROW r` � ROW 00 00 ry 00 M -100 well] e -20 0 20 ,IJ we W 100 4892 4888 4884 4880 120 N 49+50 N PO ROW ROW 00 0 IV 0 J 00 ---- ---- — — —T �_ I — O rO I M rn Uj ffilre ej o .R -20 0 20 W a 100 4892 4888 4884 4880 120 DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT. 11 for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET �2 `AT" � 3 j / g \ $ J e r C'j o Cf $ § (j }LJ §� §� CLu E3 W e z u 2 $ 0 x / R o ?-jo L)U a ƒ�z 10� ECLL/ IU } / \O\ PkQJ(C 020-2 07 __ONO, GN-111 Ox C�] r7r, 4896 ,8. 4888 4884 Aiit 4871 :�ifi;' ROW �)2UU ROW 0- —2.0 % — .00% 00 ---_ Co --- --- — --- ----- ---- U � i I I —140 —120 —100 —80 —60 —40 —20 0 in 51+50 Rnw T 20 40 60 LO T ROW 100 Q CD001 14- —2,0 % 2.00%CN CO L0 CI-4 7�--- -,;I- N4- —140 4880 —120 COPYRIGHT ® 2007 STANTEC DRAWING ALTERATION R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE MHO ALTERS THIS DOCUMENT IS REQUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. —120 —100 IM.111 ME —20 C W UK 4896 4892 4888 4884 100 o �D 1 + U U o ROW 1,46 ROW 00 — 2.0 % — . 00% 00 O c6 I 0 �t —100 it —20 011 W 100 5reel to I 1 4896 4892 4888 4884 4880 4876 wif DRAWINGS OF RECORD 0 20 40 These Drawings of Record have been prepared based upon HORiZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT. 1111111110 for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET '1111�1� 0 O Z U p W In O LL W O Of Z Q cr 0 ID M V M N— O W a 0 W � a O N w w II W < W — Wz �Z O Yp I-W FW m} > U I-- U �- WN �In Z Q sfr- WO II Sao ap o::� (- N It EoN°g 2 DD Nch E W6C,'4,co tm��c Mcoo �oM0 oUvx o. m m N LLHLL a, z W M W O x 2 o QZO W-jO F-ODU U)O-j OOO dOU U a WU� PROJECT NO. 020-207 DRAWING NO. XS-12 145 V) z Oo I-o U + W N N Cn Cn WO U F- Io r 0 Ii 0 aO .C-1 284 __ ._... TT rr ..r II E on 1 N "oI ,a O N O prS L N O p� O % CM 53+50 cV N Qnw m rn o — O O i � 1 I CC) Aq 6-0 00 00 CD Uj--- -100 —20 0 20 Elf J :1 120 140 �■R�IA mm�4� W a _ 4876 N ROW rn �DJUU ROW — o — • o Nt 77 rj� — — --- _-- — — -- ----- ----- -- — ---- — -- ---- ---- ---- ---- r__ I � I I cc —120 —100 —80 —60 — 40 —20 0 20 40 4896 4892 4888 4884 4880 4876 :1 100 Will 140 ROW rn �D2U ROW ,U —2.UL170 — • o �_— --- — — — --- --- — — -- — — -- ----- ---- ,� COS oac I I I UT COPYRIGHT ® 2007 STANTEC ORAWNG ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WNO ALTERS THIS DOCUMENT IS REOWED BY LAW TO AFFO( HIS OR HER SEAL AND ILO WED BY" FOLLOWED RY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. —120 —100 —20 0 100 IA IA YI \ W O N W a W O WZ 3Z >-O F W �i f W �N CO > �O V1 ;d' ap o� veil 4896 4892 4888 '' L 4884 0 co N 4880 , EoN� 2Gocm E NON Mowl v 4876 120 DRAWINGS OF RECORD o 10 20 These Drawings of Record have been prepared based upon HORM information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible I io 20 for its accuracy, nor for errors or omissions which may have VERT. been incorporated into this document as a result. SCALE IN FEET (0 0 0) to oUvx� o«smm NLLI--LL Z W M W > O x 0- o <ZO 0 �O� a00 WZ a°u-o aoU U W co Of W U' PROJECT NO. 020-207 DRAWING NO. XS-13 146 co Z Oo �LO U + W M � �' 0 U) V O 2 o N LL 0 LL C-1 281 IIIV�IIII 'III i OD J /% , `~ N o EN I Co U p i -i OgC4 ' g 6. of z aE > N } I Om ,o W O C O N V N O Lv 0"C3 n » /i• I • • 0 —100 —80 —60 —40 —20 0 zu Itu vv STA 54+90 AREA = 0 SF VOLUME OF RIP RAP = 7 CY (STA 54+90 TO STA 55+00) /i• COPYRIGHT ® 2007 STANTEC DRAWMG ALTERATION IT 3 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUFRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION --ALTERED BY" FOLLOWED B' HIS OR HER SIGNATURE AND SPECIFIC —100 —80 —60 —40 —20 0 20 4u du ou I I �w .. - —100 —80 —60 —40 -2u u /_U - - DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. /i• W a 0 4876 U � U LL > a o N W W II z a W wZ 3Z }O O I-L!J U� �w m} U� ZQ > W a� a� II (C. b�J .i= O20 HORiZ. 0 10 20 VERT. SCALE IN FEET �f.•Q�cc. O fD N U 2OD�� E RD�NN 8 MUCo tc-11�3 Q O0)cDCD fA U V x N U_ U & I W 2 W 0 W o 2 O 04 az0 W-1O �0o a�Z Cn OOLL_j J F aO Oo L, �- a Wo0 '�PROJECT NO. 020-207 DRAWING NO. XS-14 147 07 z 00 U+ W LO LO co aa CIn 5O UU+ U� 0 O 0 L Q IM I V 4872 i� 76 14872 -120 56+50 �-7�11,11 11 1 - 0 i ' rnIiEFERENCE DW3. D -1306 --- ---- ---- --- '�,, >.%, OR DE AIL 17 P P P P� N O r� M CT /EA \ OF P P P 4876 COPYRIGHT 0 2 • 4872 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 f VOLUME OF RIP RAP = 433 CY (STA 56+00 TO STA 56+50) 56+00 Rnw ° I C_� ROW ao °O Q UDD REFERENCE W I FOR DETAIL I � 00 M ` oo 4-- -100 -80 -60 -40 -20 0 20 40 60 80 1006 140 VOLUME OF RIP RAP = 350 CY 55+50 (STA 55+50 TO STA 56+00) N Rnw ROW T 00 - 0 - 0 °° Q ---- ---- — J 00N wQtor Surface I Elev.=48 9 O � o 0 / Uj - - � STANTEC ORAWRq ALTERA IT 6 A VIOLATION OF LAWF PERSON, UNLESS ACTING UND T DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY MAY. ANY LICENSEE WNO ALTERS THIS DOCUMENT IS REOURED BY LAW TO -100 -80 -60 -40 -20 �G'� RAW�NGS OF RERD 40 These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 60 80 100 VOLUME OF RIP RAP = 149 CY (STA 55+00 TO STA 55+50) ire 01] i • • 4872 ' i • 120 140 0 10 20 HORIZ. o ,o 20 VERT. �> om w I C N Q 0 V) O z U O W N LL. W O N 0 Z Q d' CO LF) 1,Tq-rl N — O W < O W 7 W W F F N � U W < o W N W II z a W — W_ X_ o O F- W � WUI- CO > gut �V) �O s0= I a. 6 O_ ri o :i Ln CV N 28� E 1O"� c�.i iVa�o00 9 t vi��c r- N IyLHIi 07 r` z W w 0 ar QZO ozi IxJ J F-O L) ate? OJJ a00 W �_ 0- WUO 00 PROJECT NO. 020_207 DRAWING NO. XS-15 148 Oo �LO U + W0 Cl) U) �w 0 4 L 'n 0 0 IO JO x U) C-1 284 4892 4888 4884 4880 4876 4872 SO I 4876 4872 ROW rn �)b+uu rn ROW —2.0 0 — 00% uj 400 REFERENCE ---- — — '� FOR DETAIL l \ \ fi-Ww =4 I � O CD 0-) rn 120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 1 00 57+50 00 VOLUME OF RIP RAP = 197 CY (STA 57+50 TO STA 58+00) C-i rn ROW ROW — O _ O — 00 l i i Of N 00 R FEREN W - FOR DET IL __ I w l �. Ele.=4879 l r�- 00 I o O N AREA OF RIP RAP = 112.5 SF 0000 0000 ^r% nn An ?n 4n 60 80 100 120 1� �WFWJ HORIZ. VERT. 0 Al COPYRIG} 44 DRAX R IS A YIOLATON I PERSON. UNLESS DIRECTION OF LICE PROFESSIONAL ENi ARCHITECT. OR L ALTER ANY ITEM C N ANY MAY. ANY LICENSEE WW DOCUMENT IS REOI AFFIX HIS OR IHER NOTATION "ALTERI HIS OR HER SONAI IiiiiiiiisMug Imo• L,...A., L,..A u / • • 4884 4880 4876 4872 10 4876 4872 0 2' @ +2.00% 10' @ —2.00% VOLUME OF RIP RAP = 257 CY 4.5' @ 4.5:1 2' @ —2.00% (STA 57+00 TO STA 57+50) 4.5' @ 4.5:1 � to zo 2' @-2.00% 4 ' @ 4:1 Typical Sta 57+00 to 59+50) ,0 2057+00 SCALE IN FEET f� ROW M N M 00 ROW — 0 o _ 4 2 -- J -- -- _ --- Cv 1 4 '8 doI R FEREN E W — -- �. FOR DETAIL ---- --- ---- ---- 4 l � l w l � �3• � . 4 10 =4 4 6 � 0) l AREA OF RIP R = 165 SF Q T® �, 4 p'�J('�CCu ILZAT iF LAM ANY 1CTI M 4SED ARCHITECT. ANLANDSCAPE 120 —100 — 80 — 60 — 40 — 20 O These Drawing ecord have been prepared ► W i this 60 80 100 120 IS DOCUMENT NN THIS _ informations ,= by the CONTRACTOR. information is believed to be reliable, Stantec is not responsible VOLUME OF RIP RAP = 363 CY ALTERS THIS rED BY LAN TO �D BY " FOLLOWED BY P��,� for Its acwraCy, nor for errors or omissions which may have harm inmrnnratAd intn this dm. iment as a result. (STA 5 6 + 5 0 TO STA 5 7 + 0 0 ) 4E ANDS E ALTERATIONS. 592 888 884 880 876 872 mmomme.�� W < O W N W U a p K W W W N �I lle�ii < W zZ zZ O CD H-W � � H W �� m> ;X > Wo a0 o. oM II o 9 N 2IgN 8SIp EE OUi N U 'No -4 m t vi`t �. c coo �ovv U cu N LLL F�-u Z W w W a � o azo W-Jo HQU (n0.J O O O 0-00 W� � a 0 a WULL PROJECT NO. 020-207 DRAWING NO. XS-16 149 V3 z 00 W 00 LO CO 0 W �Ixo + r- L� C Ln Q Ixu) �v IA � co NJ N I CLI m Z Eo 0 U � 0, U O i+. �Q v � • tG a i arc r N V 4892 m i 4888 d C i 4884 0 N N O of �& / 4880 • P > N ♦ I O oN 4876 T) N O O i 4872 p N� ;MEN i; • 4872 COPYRIGHT (D 2007 STANTEC ONAWNO ALTERATION R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY NAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUNED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY N 59+50 Dnur f TOTAL VOLUME OF RIP RAP — 2312 CY (STA 54+90 TO STA 60+00) STA 60+00 AREA = 0 SF cv VOLUME OF RIP RAP = 65 CY ROW (STA 59+50 TO STA 60+00) 00 _ 7.1 R FEREN W —606 o ��, \ • F R DET IL w C:)Web I \ OF surf ee I I.n 00 \ 0 rn rn I — ` \ _ —100 —80 —60 —40 w pnuI —20 0 59+00 20 40 60 80 100 120 VOLUME OF RIP RAP = 139 CY 00 (STA 59+00 TO STA 59+50) ROW ,;• 4872 I.V.. °O —2,0 % — .00% 00 11 I REFERENCE D OR DETAIL LLJ w � \ J =4 cD O o 0 O Q) N Q% I OF \ UU —100 Gf:...relI —80 —60 —40 —20 0 20 Ln 58+50 OnIA/ 40 60 ROW 80 100 120 VOLUME OF RIP RAP = 167 CY (STA 58+50 TO STA 59+00) M••. ,o , 4872 I.V.. 00 —2.0 % — .00%00 —' — Q cfl oo I REFERENCE AG. O FOR DETAIL 1 I w ` \ t , I =4 7 • o rn cv rn AREA OF RI RAP 100 SF � —100 —80 —60 —40 —20 0 20 40 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 60 80 100 120 VOLUME OF RIP RAP = 185 CY (STA 58+00 TO STA 58+50) ,;• • 4872 140 0 20 40 HORM o 10 20 VERT. SCALE IN FEET } o m w N Q I O 0 O Z U O W V) LL W O Cr fn CD Z Q LD LC) V rn N — O W a a H O CV K I Z W WZ 2— O O t W ,-W mr > UI.- U� 9V) =Q CIE O -Wi V) a', a� ap c� IU N N 29(tS 0> EE mONN U �VDo m m CC) C O�� Cj) pp� x N LLL F�LLL !c k z W 2 W 0 2 o 9 O:3-1 W O o � � Z OJ aoo W a a WU� PROJECT NO. 020-207 DRAWING NO. XS-17 150 co z o0 �+ W W � U) F- x F- 2 LL 00 O E- �� cl) CO z a 0 0 z kol 10 mej COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY RAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOUIRED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BI HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. —100 —80 —60 —40 —20 0 0 � 00 �U 4U v� bu tsu 1 uv I0 �� r�n�c;In Im •• a Ln 60+00 In 00 Co o W W ry I _ I LO O ;I- IZI- —100 •o —20 I 20 /m M 011 100 12U DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 20 40 HORIZ. o 10 �20 VERT. SCALE IN FEET ink NUNN "01 I— L) W F U K Q or W t7 zZ XZ �-W �-W W W a CL I 04 ccQQ 2 coo � ci E pCN Dog t vi��c coo U 0) 0) N U- x N ULLHII y Z W 2 W O 2 C) QZO O J J Of O 0 (nOJ OJ aO0 W o QUO a WULL 'PROJECT NO. 020-207 DRAY MG NO. XS-18 L 151 I O z E � o >1 +p I o O O CON V N O O " a 0TWOR —120 —120 4888 —120 COP�OHT ® 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY NAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. —100 —100 :o .e] m /H —20 -20 0 0Q0 0' 00 M 00 00 V V1 0 07 0) 00 00 20 Lv �7v� ME LR.•, ANEW —100 —80 —60 —40 —20 0 0� 20 4U _J� bU av 1 vv M 0') U � � � WAX '0 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. HORIZ. 10 20 VERT. SCALE IN FEET mo W < 0 U W � F � U LL Cr p 1� W N W II z i W wZ rp Ix O i U~ U� ZQ 3C ON OV) QO II Cr ap o� r' EoCV 2GD0)m E V �OODOD m t of v c coo 0 o r.-°r' U N LLFO-LL Z W W O 2 0 Ecng Q Z O W J Q H0U awZ OOO 0-00 U �— F- Cl) a WULL P 0 CT NO. 020-207 DRAWING NO. XS-19 152 Z O `p W N 0U) IrO U ►— 0 4< + 0 U- 0 0 W O F- ,..r_...._.7.. _. , — ... z wV i 00 N W J N I VI U Q J � t r BOOM O Fit MGM ROW 64+00 00 ROW — .00% .00% ,q- -1 7;El L % 1 O --- — ---- 00 M --- ---_— Uj 4-00 —100 —80 —20 20 100 o ROW �.SU ROW 00 2.00% — .00% 00 — _--- 1 _ L Co N 0) —100 —80 —60 —40 —20 0 20 CD U UU ROW ROW 00 —2. OOZao Q OO ~ O-) r COPYRIGHT © 2007 STANTEC DRAIRNO ALTERATION IT 5 A VMATIDN OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECFIC DESCRIPTION OF THE ALTERATIONS. —100 —80 —20 20 100 DRAWINGS OF RECORD Val rererV 4884 120 These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0 20 40 HOW. 0 10 20 VERT. SCALE IN FEET ni ,Dome W 0 W W F F 2 U li K a p Or W W II Z a W — WZ MZ p d' O �w �wLq- CO>- � K U II a a� Ir • an vl= I. CV e•• 2n a� ,55 0) i EE m04 ^" Ly00 g U)p0)0 N LLH LL i Z W W 'O � 0 QZO O J J Woo rn0J OOLLJ O MOO W �a WU� PROJECT NO. 020-207 DRAWING NO.. XVIN20 153 Z Oo W� CO< Cl)� �W-o Z� o �� o a cM LL Q CD O Q C-1 204 .. ,.,T T.--- �r. .._,T__ E:I:: 65+50 CD O J (74 ROW M o ROW QUj _y — O [}// /0 CD 0-) I -- - — -- 00 N ---------- - — - -- -- --- --- - -- 7-77 ---- 1 ----- [--Tt-" —100 O$ ,m —20 x 20 Elf 100 4888 120 ROW 65+00 J ROW 00 IY' — o — o IO 00 00_ ---i- --- ----- ---- ---- -- Q) ��I N--- ---- --- --- 1 17 1 1 r —120 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THE DOCUMENT 6 REQUIRED BY LAN TO AFFIX HIS OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY —100 —100 •t 05391 —20 —20 U 20 20 all 100 100 4888 120 4888 120 DRAWINGS OF RECORD 0 20 ""� These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible vERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET i F } m o �o O W F- N Q In O Z U O W � LL W o � Z 3 Q 0 [co LI"1 V M 1±O w Q W� y 0 U W F F- 2 SyE! tL Q CD w N w II = i a Wz i? Yo 0 �W f W m>- > WN WLn O ;d' n aN; ap Ir v�i= N 2D8DCm E N ONN �Vao� C 7 C O Cn 0 N o.; aN W N LL H LL z Lu L W , 0 W a. o Qzp J J W �00 awz in O ._I �w0 aDU W o a WU� PROJECT NO. 020-207 DRAWING NO. XS-21 154 uJ z 00 LO W LC' CD co c� oU) W0 } O It Q I+ N o LL a' (n 284 I' II qw DO !V o 3 • 40 T 4 b ow qmv BID ITEM N0. CONTRACT REF. N0. CONTRACT ITEM UNIT ROADWAY BRIDGE UTILITIES PARKING AREA PROJECT TOTALS PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. 103 604 CONCRETE HEADWALL (CIP) LS 1 1 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL, TEMPORARY EACH 4 4 105 606 BRIDGE RAIL, SPECIAL LF 234 234 106 607 FENCE, BARBED WIRE WITH METAL POSTS (4-STRAND) LF 1,567 1567 107 607 FENCE, SINGLE RAIL LF 4,576 363 4939 108 607 BARBED WIRE GATE, 16-FOOT EACH 1 1 109 608 CONCRETE SIDEWALK (6 INCH) SY 26 26 110 608 CONCRETE TRAIL (5 INCH)(FIBERMESH) SY 4,326 105 4431 111 608 CONCRETE TRAIL (8 INCH)(FIBERMESH) SY 71 71 112 608 SIDEWALK RAMP, TYPE 2A SY 1 1 113 609 CURB AND GUTTER, TYPE 2, SECTION IIB LF 431 431 114 609 CURB AND GUTTER, TYPE 2, SECTION IB LF 5,402 5402 115 610 COLORED CONCRETE MEDIAN COVER (4") SF 1,516 1516 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106 2106 117 612 DELINEATOR (TYPE 1) EACH 15 15 118 612 DELINEATOR (TYPE III) EACH 16 16 119 613 2 INCH CONDUIT LF 702 702 120 613 4 INCH CONDUIT LF 585 585 121 613 5 INCH CONDUIT LF 585 585 122 613 6 INCH CONDUIT LF 234 234 123 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EACH 2 2 4 124 614 SIGNS (RUNNING DEER NATURAL AREA PARKING LOT) EACH 7 7 125 615 EMBANKMENT PROTECTOR, TYPE 5, REMOVE AND REPLACE EACH 1 1 126 618 PRESTRESSED CONCRETE SLAB (SL18) J GIRDERS SF 8,540 8540 127 619 16-INCH HDPE, DR 11 LF 877 877 128 619 16-INCH HDPE, DR 11, 90 DEGREE ELBOW EACH 1 1 129 619 CONNECT TO EXISTING 16-INCH HDPE FORCE MAIN EACH 2 2 130 619 24-INCH STEEL PIPE, 0.25-INCH THICKNESS LF 346 346 131 619 24-INCH STEEL CASING, 025-INCH THICKNESS LF 158 158 132 619 30-INCH STEEL CASING, 0.25-INCH THICKNESS LF 58 58 133 619 CONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2 2 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1 1 135 619 BLOW -OFF PUMPING TO SANITARY SEWER (PRPA) LS 1 1 136 619 SANITARY SEWER BYPASS PUMPING (AB FORCE MAIN) LS 1 1 137 619 SANITARY SEWER BYPASS PUMPING (BOXELDER SS) LS 1 1 138 619 HYDROSTATIC TESTING 16-INCH HDPE FORCE MAIN LS 1 1 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS LS 1 1 140 619 CORROSION CONTROL TEST STATION EACH 3 3 141 619 24-INCH SANITARY SEWER CIPP, 0,50-INCH THICKNESS LF 1,944 1944 142 619 2-INCH AIRNACUUM VALVE VAULT EACH 3 3 143 619 10-INCH BLOW OFF ASSEMBLY EACH 2 2 144 622 WHEEL STOP EACH 14 14 145 623 2-INCH, SCHEDULE 40 PVC CONDUIT AND FITTINGS LF 850 850 146 623 6-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 650 650 147 623 8-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 220 220 148 623 10-INCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38 38 149 626 MOBILIZATION LS 1 1 150 630 CONSTRUCTION TRAFFIC CONTROL LS 1 1 151 630 CONCRETE BARRIER (TEMPORARY) LF 485 485 } m w Q O z LAJ uD in v rti c., — O 0 a VI e- Tn (J � w N (,1 V R a a 14 W �., z _ w wZ iZ >O Q W rw w>U Zvi �Ln sLy �N a a a u a C� a CZ o vl Z vW ) o wo�N Cl N co co 3 c: 0—n n H O O) Co � Q1 � NLL LL U) F- z w w 0 x 2 o w w aw§ f= Qzo F= J _5 Q F-UU a w ►- `n LL- z tal5�? za w p U- O a�o0 d o v~i� "moo a W5u. PRojt C 1 ENO. 020-207 GN-112 14 .W Q 00 U " J N N N N Z N Q K U p J � t W % Z 10 �� M6190% LO ROW b / +UU ROW 00 -2.00 0 2.00% 00 6 I I � --- ---- ----- --- - -- 00 Co C111A rn_ _ =i I01 COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT IS A VIDLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BI HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. -100 :ll .f -20 20 :l 100 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 LO ROW 0-)rn UU+UU ROW � o 00 -2.0 -2. 0% 00 00 --- ---- 00 N --------- ----- ---- --- --- ----- ---- --- -100 W:111i .e] -20 0 20 :�e1 a 211 100 DRAWINGS OF RECORD I 20 40 These Drawings of Record have been prepared based upon HORIZ. I information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET o r m w N Q O Cr O Z U O w FA rr > Li w O 0 Z 3 Q ir CD lfT T n N - O w a 0 w so U W N S U K I Q p 11 w N w II — i a W wZ �Z y0 er O � w I- w CO > UI nN �V) ZQ _,O o a ;er a . g II M 0 m N N E1NfS 2Do�cr> E v co 8 �L)C,',4 Colo T� 0CF,O 05 pC� H O'n-.. N L~LH IL %,I F- z W 2 W 0 Ix 2 o QZO O J J d'Oo a(rZ O0LLJ J WUL aOC) L) H I EL wULL PROJECT NO. 020-207 DRAWING NO. XV 22 155 z Oo �o U + W ti C0 (n U) o O ¢� + a � o C) T.0 Q C-1 284 qj IF006% IM111GkV:11[67 1 v V./1 1 11, 1 ., \I (SPECIAL)(12 INCH) 20 40 6" FILTER MATERIAL FILTER FABRIC 0 ROW rn 68+00 -�00 � ROWLU — O — L 0 I _ _— ---_ _ I J00 00 ►`� I --- _ --- ---- -120 -100 -80 -120 COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION R IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS TINS DOCUMENT IS REOUREO BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. -100 -20 =11 I I 20 40 60 80 100 20 Be] i1 DRAWINGS OF RECORD 100 1 120 ,;. s . 0e HVIIJ, These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET oIM r H N Q lul 0 Cr V] O Z U O W to cr LL- W O M 0 Z 3 Q Of CD In Q n w Q 0 w U _ H N K U LL O: Q O W w w N �� z a W w O F LEI W �O CO r > w~ w� za w� o a Q n OL 0- o � ( - CD N ELO 200Nr) E -0 I? $ 0. C0 5.9pp03 0 O N 0) N IYLH UIS!] - F Z W 2 W QZ0 O�-j Ix-jO U CQ a�Z OOO a0v a WU0 PROJECT NO. 020-207 DRAWING NO. XS-23 156 C-1 284 J VI m Z EC, 0 U�U O Cc O� ZI pi 4T DO N COPYRIGHT © 2007 STANTEC DRAWING ALTERATION R K A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY RAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFD( HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BI HIS OR HER SIGNATURE AND SPECIFIC nFSI`RIPTIDN OF THE ALTERATIONS. ,;• IL_I LI, I „LJI.I\! (SPECIAL)(12 INCH) (SPECIAL)(12 INCH) RIPRAP (SPECIAL)(12 INCH) r` CD IR OW ao 6 9 + 5 0 — _ oo ' - ------ � U 6" FILTER MATER AL ' ,� °O 6" FILTER M TERIAL ' 00` 00 _ - - - - - 7 —1 nn —Rn —6� —40 —20 0 20 40 60 80 100 1 4896 4892 4888 4884 1O FILTER FABRIC J RIPRAP (SPECIAL)(12 INCH) FILTER FABRIC \_1 8" OF RIPRAP (SPECIAL)(12 INCH) ROW rr6 rn —20% —40 —20 18" OF RIPRAP (SPECIAL)(12 INCH) 69+00 V 0 FILTER FABRIC FILTER FABRIC J 00 rn \-18" OF RIPRAP (SPECIAL)(12 INCH) ROW J� " FILTERI MATERIAL U' 1 20 40 60 18" OF RIPRAP (SPECIAL)(12 INCH) :1 100 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 120 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET m MINIM W a 0 U W H U 4 � a O � w N i w a W II wZ �Z rp CD CD I w �- LLI m } O a� O Ire-; < o� 4 II �- N EoN 2GD� E v_ Cn <Q �0NO� t U1,,C 7 C00 fnocna y rnV"x N LLHIL \31W z W W 0 a � o <ZO X-jo SOU w H Cn0OJ J O LL d�0 U Of WUO PROJECT NO. 020-20 DRAWING NO. XS-24 157 co z Oo W (0 Co Cnco � IxO z� o ao IZ > ? U. a J O 1- C-1 i A 00 (V m A z A < CI p U U p J � kol It 1A 4900 4896 4892 4888 4892 -120 488 4892 8 ROW 5 71 +�DO o _ � � ROW o�-- rn O 4900 4896 4892 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 N DOM C7 71+00 J Ln Ln <M 00 � Cn T I M 0�, Ivrr UJ 0 -J. 00% -2. 0% _ c0 0� I -120 -100 •e -20 LJ ,0 a 011 100 4900 4896 4892 4888 120 ROW 0-)ROW - .00% - 0% JIB - ----- ---- — — Nl- Cn 00 � ------ ---- -It Nl- -120 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAM FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECFIC DESCRIPTION OF THE ALTERATIONS. 11 d[eL IME -20 0 20 •e] :e 100 4900 4896 4892 0 *6 : 4884 120 DRAWINGS OF RECORD I zI �40 These Drawings of Record have been prepared based upon HORIZ. information submitted by the CONTRACTOR. While this 0 10 20 information is believed to be reliable, Stantec is not responsible VERT. for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SCALE IN FEET uin W < OW N W F- F fffYEEES U la K < Q N W W i W 11 = wz 2Z O ix O H- W � W (0 W� WH za 3W w. 0- 0,n o a0 II W- N ELO owD� 200cc ',4)co O UEO N ONN U 70 m :356 � pM� N 03 U x N LL F- rn z W 2 W � o azo Ix-lo HOU wl-CO a�z fnOJ WLLo 0-00 u I. H N�cc p a-o a WULL PROJECT NO. 020-20 DRAWING NO. XS-25 158 -1 284 ........ 9 6 a Z � N W A 1 U J L N Z N t O p C O: U p J � Q O Uf W E 0 oIR 0 om / O * N CO Lm 1If O / C: a 4900 —120 4900 —120 4896 —120 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION R 6 A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOURED BY LAM TO AFFIX H6 OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED B' HIS OR HER SIGNATURE AND SPECIFIC —100 —80 —60 —40 —20 0 20 40 6U bu i uu —100 —80 —60 —40 —20 N OCD N 20 40 UU �u i uu o rn �, —100 —80 —60 —40 —20 0 20 40 6U bu l uu DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 4900 120 4900 IZ-0 4896 120° 0 20 40 f IZ. 0 10 20 VERT. SCALE IN FEET nA 1- U W H x U O: a D: Z Z5 i W i Z �-W �W W~ W~ ON O0 0- OL W a p In s� r N LL O N n W r O O m Q � 3� JO 11 O � (A M O N N 2Smc,, 4,F)i E 0��8 t ai��c coo 0 Uxx N LL F� LL Cn z W 2 W 0 x 2 o 04 Oli-j �00 a-�z O� aO0 U Ko_ WULL PROJECT NO. 020-20 / DRAWING NO. XS-26 159 z 00 W M U� C)U) �x0 + p N WC)r— OQ HN VV, s v 4� x < ow u I L> CONTRACT ROADWAY BID ITEM NO. REF. NO. CONTRACT ITEM UNIT BRIDGE UTILITIES PARKING AREA PROJECT TOTALS PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. 103 604 CONCRETE HEADWALL (GIP) LS 1 1 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL, TEMPORARY EACH 0 0 105 606 BRIDGE RAIL, SPECIAL LF 234 234 106 607 FENCE, BARBED WIRE WITH METAL POSTS (4-STRAND) LF 1,567 1567 107 607 FENCE, SINGLE RAIL LF 4,576 363 4939 108 607 BARBED WIRE GATE, 16-FOOT EACH 1 109 608 CONCRETE SIDEWALK (6 INCH) SY 26 1 26 110 608 CONCRETE TRAIL (5 INCH)(FIBERMESH) SY 4,326 105 4431 111 608 CONCRETE TRAIL (8 INCH)(FIBERMESH) SY 71 71 112 608 SIDEWALK RAMP, TYPE 2A SY 1 113 609 CURB AND GUTTER, TYPE 2, SECTION IIB 1 LF 431 114 609 CURB AND GUTTER, TYPE 2, SECTION B 431 LF 5,402 115 610 COLORED CONCRETE MEDIAN COVER (4"5431 ) SF 1,516 5402 1516 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106 2106 117 612 DELINEATOR (TYPE 1) EACH 15 118 612 DELINEATOR (TYPE III) EACH 16 1 15 119 613 2 INCH CONDUIT LF 702 71 120 613 4 INCH CONDUIT LF 585 02 585 121 613 5 INCH CONDUIT LF 585 585 122 613 6 INCH CONDUIT LF 234 234 123 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EACH 2 2 4 124 614 SIGNS (RUNNING DEER NATURAL AREA PARKING LOT) EACH 7 7 125 615 EMBANKMENT PROTECTOR, TYPE 5, REMOVE AND REPLACE EACH 1 1 126 618 PRESTRESSED CONCRETE SLAB (SL18) / GIRDERS SF 8,540 8540 127 619 16-INCH HDPE, DR 11 LF 877 d77 128 619 16-INCH HDPE, DR 11, 90 DEGREE ELBOW EACH 1 129 619 CONNECT TO EXISTING 16-INCH HDPE FORCE MAIN EACH 2130 619 24-INCH STEEL PIPE, 0.25-INCH THICKNESS LF 346 131 619 24-INCH STEEL CASING, 0.25-INCH THICKNESS LF 158 158 132 619 30-INCH STEEL CASING, 0.25-INCH THICKNESS LF 58 58 133 619 CONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2 2 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1 1 135 619 BLOW -OFF PUMPING TO SANITARY SEWER (PRPA) LS 1 1 136 619 SANITARY SEWER BYPASS PUMPING (AB FORCE MAIN) LS 1 1 137 619 SANITARY SEWER BYPASS PUMPING (BOXELDER SS) LS i 1 138 619 HYDROSTATIC TESTING 16-INCH HDPE FORCE MAIN LS 1 1 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS LS 1 1 140 619 CORROSION CONTROL TEST STATION EACH 3 3 141 619 24-INCH SANITARY SEWER CIPP, 0-50-INCH THICKNESS LF 1,944 1944 142 619 2-INCH AIR/VACUUM VALVE VAULT EACH 3 3 143 619 10-INCH BLOW OFF ASSEMBLY EACH 2 2 144 622 WHEEL STOP EACH 14 14 145 623 2-INCH, SCHEDULE 40 PVC CONDUIT AND FITTINGS LF 850 850 146 623 6-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 650 J]650 147 623 8-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 220 148 623 10-INCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38 149 626 MOBILIZATION LS 1 150 630 CONSTRUCTION TRAFFIC CONTROL LS i151 630 CONCRETE BARRIER (TEMPORARY) LF 0------------------ ;J t 4 a � W V1 CJ � 4 W Wz z 3z W W aL7 a o> - vZl (pMp N rrIN� C) 00 ��.q oom 0=r' r, h u)oo)s m C.,) �' X O . m c9 N u_1_LL ri' co F- z w w a. o o �, owg w F- 0Z� z F-o° Z) t UU oO "'~z `L LLj 00p oLL LLOO (1oo :a o a n< �Q i cr OW2 o wv� PRO,IE.C1 Na. -- 020-207 DRAWRIG NO. GN-112 14 X e- 1 2 8 4 m Lm ;, FENCE TABULATION (REMOVAL) REMOVE BUCK & RAIL CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 34+42.62 77.53' LT STA. 38+74.48 65.16' LT 436.42 REMOVE & SEE NOTE STOCKPILE 1 STA. 38+83.50 70.13' LT STA. 42+52.49 80.40' LT 373.92 REMOVE & SEE NOTE STOCKPILE 1 STA. 42+55.38 79.48' LT STA. 46+74.12 (® CE) 122.93' LT 453.74 REMOVE & SEE NOTE STOCKPILE 1 STA. 47+13.92 (® CE) 123.94' LT STA. 52+60.14 84.03' LT 582.77 REMOVE & SEE NOTE STOCKPILE 1 STA. 59+16.19 75.11' LT STA. 59+17.25 65.17' LT 9.45 REMOVE & SEE NOTE STOCKPILE 1 TOTAL 1,857 SEE NOTE 2 REMOVE BARBED WIRE CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 52+60.14 84.03' LT STA. 53+30.31 67.98' LT 76.26 STA. 53+ 12.06 73.81 ' LT STA. 53+ 15.22 (® CE) 140.71 ' LT 67.13 STA. 53+42.63 67' LT STA. 68+23.28 (® CE) 87.16' LT 1,508.97 STA. 68+25.29 87.67' LT STA. 70+84.83 53.07' LT 231.12 STA. 70+57.83 52.46' LT STA. 72+09.58 44.06' LT 151.84 STA. 34+28.20 38.31' RT STA. 38+55.60 91.86' RT 479.44 STA. 38+67.45 91.02' RT STA. 53+99.67 5.29' RT 1,599.04 STA. 54+35.67 5.26' RT STA. 61 +49.92 6.65' RT 714.26 STA. 61 +85.01 6.70' RT STA. 68+34.72 1.52' RT 681.87 STA. 66+80.04 (® CE) 138.06' RT STA. 66+82.97 34.76' RT 103.34 STA. 64+06.36 6.96' RT STA. 64+08.45 (® CE) 212.14' RT 175.23 TOTAL 5,788 SEE NOTE 3 REMOVE 2 RAIL CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 54+42.48 13.98' RT STA. 54+55.33 324.96' RT 311.25 SEE NOTE 1 MBI SITE 108.16 SEE NOTE 1 TOTAL 420 COPYRIGHT Q 2005 STANTEC DRAWING ALTERATION IT LS A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DNECTON OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THS DOCUMENT N ANY WAY. NOTES: 1. CONTRACTOR SHALL REMOVE AND STOCKPILE ON SITE EXISTING FENCE FOR REUSE BY THE CONTRACTOR AND THE CITY OF FORT COLLINS. SURPLUS MATERIAL SHALL BECOME PROPERTY OF THE CITY OF FORT COLLINS. REASONABLE CARE SHALL BE TAKEN BY THE CONTRACTOR IN REMOVING EXISTING FENCE. 2. 1,010 LINEAR FEET OF BUCK & RAIL FENCE SHALL BE RESET TO A NEW LOCATION AS SHOWN ON THE PLANS. 3. REMOVE AND DISPOSE OF OFFSITE. 4. SINGLE RAIL FENCE SHALL BE NEW MATERIAL. 5. NEW BARBED WIRE FENCE SHALL BE INSTALLED AT CONSTRUCTION EASEMENT ON PRIVATE PROPERTY AS SHOWN ON PLANS, PRIOR TO REMOVAL OF EXISTING FENCE. BOTTOM 2 STRANDS SHALL BE SMOOTH WIRE. 6. BARBED WIRE FENCE SHALL BE RESET FROM CONSTRUCTION EASEMENT TO R.O.W. AFTER COMPLETION OF SLOPES. 12' OF NEW FENCE REQUIRED. FENCE TABULATION (RESET & NEW) RESET BUCK & RAIL CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 46+19.57 62.56' LT STA. 46+74.32 (® CE) 122.93is LT 116.46 STA. 47+10.15 (® CE) 123.86' LT STA. 47+48.90 63.10' LT 90.12 STA. 61 +02.97 RUNNING DEER NTRANCE 64.32' RT STA. 61 +43.71 122.19' RT 71.38 NNING DEER STA. 62+08.52 NUTRANCE 118.20' RT STA. 62+67.55 70.67' RT 135.76 RUNNING DEER PARKING AREA RUNNING DEER PARKING AREA 133.59 RUNNING DEER PARKING AREA RUNNING DEER PARKING AREA 462.24 TOTAL 1,010 NEW SINGLE RAIL CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 34+35.07 39.98' LT STA. 35+81.78 55.50' LT 153.30 STA. 36+38.11 58.34' LT STA. 45+67.76 59.50' LT 944.90 STA. 48+04.29 62.76' LT STA. 51 +73.70 66.70' LT 369.43 STA. 34+60.48 47.45' RT STA. 38+51.80 93.37' RT 426.43 STA. 38+65.56 91.90' RT STA. 52+03.03 59.50' RT 1,378.72 STA. 53+38.84 59.50' RT STA. 56+04.30 59.50' RT 265.46 STA. 56+77.92 63.66' RT STA. 61 + 17.31 64.32' RT 425.05 STA. 62+88.89 59.50' RT STA. 68+01.35 60.00' RT 513.67 STA. 68+16.19 60.00' RT STA. 69+12.90 64.00' RT 97.65 RUNNING DEER PARKING AREA 1 362.87 TOTAL 4,938 SEE NOTE 4 NEW BARBED WIRE CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 53+15.32 (® CE) 140.70' LT STA. 68+23.35 (® CE) 87.06' LT 1,554.44 TOTAL 1,567 7 SEE NOTE 6 RESET BARBED WIRE CL STATION/ LOCATION OFFSET CL STATION/ LOCATION OFFSET LINEAR FEET STA. 53+15.22 (® CE) 140.71' LT STA. 53+44.51 68.10' LT 99.80 STA. 53+62.58 68.06' LT STA. 59+55.79 66.98' LT 591.49 STA. 59+73.79 67.00' LT STA. 68+23.35 (® CE) 87.06' LT 875.25 TOTAL 1,567 SEE NOTE 5 R-0 w a 0 z 0 w w In v Frt LL O W LA 4 0 I_ W T a W ;E `a W c� z w wz s? YO Q r LLI rW m� U W ~ W~ Za W(n a� au' <cr 0 ao i€o o� nz �cq 0co�� c t � 0�� to rn(�vX 3 N LL H LL 3 z w w 0 m a O � o xKO -10 O 0U ax- D m OLLJO it it dpU ow Lri H H a () U)� x W z CL W5 �LL PROJECT NO. 020-207 ORAWIM W. GN-112A 15 e-� 284 m w f- a a In Z O w cr m©iammm . w H G H f LL a w W ¢ w w— sZ p w a �w w m> U L) �- U 1-- Q 0 0 <� om <� CAZ CM CN LO 200 Fb ZONN O U m coo cao� fn o o) o) O U a) W 3 N ILHLL 3 co Z LU 2 LU 0 w a O 2 o 0?O XJO SOU UU awZ (n0J O LL JO a0U u H H ff W LL Y 0 u� LL g0 � Q 0 � LL 02 C F co F ROJECT NO. � 020-207 DRAWING NO. GN-112B 16 C-i 284 Co N I C COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER TIIE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. THIS LAW TO THE ILLOWED BY SPECIFIC CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1 WW800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, GENERAL SYMBOLOGY PROPOSED MINOR CONTOUR 5086 MAJOR CONTOUR 5105 NORTH ARROW Lb— EXISTING EXISTING BUCK do RAIL FENCE EXISTING BARBED WIRE FENCE —X XX DITCH FLOWLINE RIGHT OF WAY MINOR CONTOUR — — —5104 — — — MAJOR CONTOUR 5105 SECTION LINE — — — — SIGN a MAILBOX ❑ MB DECIDUOUS TREE CONIFEROUS TREE STRUCTURE DEMOLITION SYMBOLOGY PROPOSED ASPHALT MILLING WORK AREA- PHASE III TEMP. ASPHALT - PHASE I ASPHALT REMOVAL - PHASE II CURB AND GUTTER REMOVAL _. MEDIAN SCORING TREE TRANSPLANT REMOVAL X HORIZONTAL CONTROL SYMBOLOGY PROPOSED TANGENT POINT ON CONTROL LINE SURVEY CONTROL POINT Q SECTION CORNER EASEMENT SYMBOLOGY PROPOSED PROPOSED IRRIGATION EASEMENT 1 E PROPOSED CONST. EASEMENT C E - PROPOSED ELECTRICAL EASEMENT --- E E--- -- - _-__ PROPOSED SLOPE EASEMENT S E PROPOSED TRAIL EASEMENT PROPOSED DRAINAGE EASEMENT D E PROPOSED MULTIPLE EASEMENT EASE PROPOSED RIGHT OF WAY Row EXISTING EXISTING SAN. SEWER EASEMENT --- ROADWAY SYMBOLOGY PROPOSED PROJECT LINE CURB AND GUTTER e 3 + 00 SIDEWALK .* �:.. ,... , �. •:I HANDICAP RAMP - CURVE DATA SYMBOL P 1 P 1 STRIPING TURN SYMBOLS STRIPING BIKE LANE SYMBOL LANE STRIPING TURN LANE do BIKE LANE STRIPING CROSSWALK -T EXISTING STRIPING CURB AND GUTTER SIDEWALK EDGE OF ASPHALT — — — — — — — EDGE OF GRAVEL ------------- EDGE OF CONCRETE HYDROLOGY SYMBOLOGY PROPOSED PROPOSED OP r' 100 YEAR FLOODP . PROPOSED 100 YEAR FLOODWAY ..■.........■....... I EXISTING I EXISTING 100 YEAR FLOODWAY EXISTING 100 YEAR FLOODPLAIN UTILITIES SYMBOLOGY PROPOSED ELECTRIC PE WATER LINE — 24' W 3+ IRRIGATION SLEEVE SANITARY SEWER LINE SAN CIPP (CURRED IN PLACE PIPE) — — — — — — STORM SEWER LINE STORM SEWER MANHOLE INLETS AND CATCH BASINS THRUST BLOCK STREET LIGHTING POLE POT HOLE SANITARY SEWER MH O FIBER REINFORCED PIPE FRP REINFORCED PLASTIC MORTAR RPM IRRIGATION PIPE EXISTING FT. COLLINS WATER LINE FCM ELCO WATER LINE -W- SANITARY SEWER UNE SSWR OVERHEAD ELECTRIC LINE OHE TELEPHONE LINE T GAS UNE GAS - UNDERGROUND ELECTRIC LINE E FIBER OPTIC LINE FO STORM PIPE 18" RCP. CMP f_'GI... POLE e CATCH BASIN SYMBOL ❑ SURVEY MARK D POWER POLE Co-, TELEPHONE SYMBOL LIGHTING SYMBOL} POT HOLE ELECTRIC MANHOLE EO STORM MANHOLE �p SANITARY SEWER MANHOLE GRATE WATER SERVICE METER WATER VALVE WV WATER HYDRANT ZXI IRRIGATION SYMBOL STREET LIGHTING POLE LANDSCAPING SYMBOLOGY PROPOSED CRUSHER FINES TRAIL CONCRETE TRAIL RETAINING WALL DECIDUOUS TREE CONIFEROUS TREE SHRUB O+ 4 STRAND BARBED WIRE FENCE —X X — SINGLE RAIL FENCE a a oV BUCK do RAIL FENCE EROSION CONTROL SYMBOLOGY PROPOSED SEDIMENT FENCE EROSION BALE CHECK DAM BASIN IDENTIFICATION oss [BASIN BOUNDARY DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. LINE w F � U - H N LL a W W w a w wZ �Z p w J I- LLJ I- w m } Q w� w~ ZQ U 0 o a aQ vL3iZ N 285c.4in E a�0Nc� �V�v 4) ry��c SCp0@ o=�� v, o rn rnV� x N ILHLL S1 Z w 2 w O � 0 QZO cr-jo I.-0 W I.- aXZ U)OJ aLLO L~.I �0H rJ7�� o_ La. W U IJ_ PROJECT NO. 020-20 / DRAWING NO. GN-101 2 w w Z= 3N a � Z 0 LLw o � w LU J ~ J C-1 J I 0 0 0 B z 1. BUCK & RAIL STYLE FENCE DESIGNATED FOR REMOVAL IS TO BE STOCKPILED FOR REUSE WHEN APPLICABLE. COST OF STOCKPILE WILL BE INCIDENTAL TO REMOVAL. 2. COFC TO REMOVE do RELOCATE ALL APPLICABLE SIGNS UNLESS OTHERWISE NOTED ON PLANS. 3. REMOVAL OF TREES UNDER 6' CALIPER AND ALL BRUSH SHALL BE PAID UNDER ITEM 201 CLEAR do GRUB. 4. MISC. REMOVALS NOT SHOWN ON THESE PLANS ARE CONSIDERED INCIDENTAL AND ARE COVERED UNDER ITEM 202 REMOVAL OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: - MAILBOXES - CONC. PIER STA. 61+00 LT - RUBBLE PILE STA. 52+50 LT - MISC. FENCE POSTS/QOLESIAIMBERS AT COTTONWOOD PARKING LOT SPIGOT STA. - TREE - MISC. —CAN— — CO HT © 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY IRS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 5. REMOVAL OF STRUCTURE (REF. DWG. DM-118) SHALL INCLUDE REMOVAL/ABANDONMENT OF TRUCK SCALE REMNANTS TO 1' BELOW FINISH GRADE, CONC. PAD, SHED AND ALL UTILITIES ASSOCIATED WITH THE BUILDING. 6. REMOVE AND STOCKPILE TWO RAIL FENCE AT COTTONWOOD PARKING AREA. (330't) 7. STOCKPILE ALL GATES NOT NOTED FOR RESET. ONE OHE REMOVE EXISTING EMBANKMENT PROTECTOR (ASPHALT) PLAN TO REMAIN DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. r,I: -I- CF C ® TEMPORARY WIDENING UTILIT NOTIFICATION G CENTER OF COLORADO a 1-800-922-1987 P HAS E I I - ASP HALT REMOVAL 1 + n CALL 2 BUSINESS RAYS IN ADVANCE s I ' Os NW COI., SEC. 21 NORR1 1/4 SEC. 21 BEFORE YOU RIG, GRADE, OR EXCAVATE COI. SEC. 20 T7N RSBW O I I O �-Q2 NE COI., SEC. 21, T7N, R68W FOR THE MEMBER UTILITIESMARKING OF . ... �" .. -ASPHALT REMOVAL T PROSPECT ROAD PHASE III J r z 0 20 40 LLJ�^ Y`� �HORIZ. MMREMOVALS/RESETS BY OTHERS N N D ,o za VERT. X REMOVAL OF TREES KLY MAV SCALE IN FEET SCALE: 1 "=1000' W W N O LO f\ M Q 1--- fN w a 0 w to � J f- � C � LL C i O C W V d W II C < Z Z Cr JZ rp O -W �W mx I I- Al W F- Z O ILI O AlCn WN 3� JCV i� ap 0m II (A M O CD N NON" U �Voy00 aNi v � Y C 0�o� to rn 0) N LL h LL CID H Z W w o g a g p E09 �LO LO :1 QZO it M Q'_1J = Q �OOV z rA WHO Q O Ctwz Z F— OLL-j afn uO_ OV ;u co<� + f AM o U O�0 aW F PROJECT NO. 020-207 DRAWING NO. DM-113 17 2 6-4 CE CE CE CE CE CE-__ _ REMOVE WATER SPIGOT- CE—________CE______ANI�FCAP 2 WATERLINE REMOVE SIGN (COFC) --- CE BUCK & RAIL FENCE EXISTING R.O.W. MW C.� o — — W W O LO - - --- M I H W GAS GAS - 38+00 TREES HAVE ALREADY +REMOVE STUMPS st REMOVE ASPHALT /r-17HKtE III REMOVE IG_N _ON P.P. (COFC) , �i WATERLI E TO BE ABANDONED ---�£ BY ELC REMOVE SIGN (COFC) —j CE CE CE-- C ELECTRIC VAULT TO BE m ADJUSTED TO GRADE BY THE CITY OF FORT COLLINS REMOVE SIGN (COFC) COPYRIGHT D 2007 STANTEC DRAWNG ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY 39+00 TEMPORARY CONSTRUCTION A REMOVE TIMBERS, SIGN EASEMENT CE---_______CE PROPOSED TOE OF SLOPE CE-- CLv____ CE-----.-_--CE-- 1MIT_(1�P) ' . CE — C cE REMOVE SIGN (COFC iCE' —CE --- E______ _ PROPOSED R.O.W. M AA i I -OHE-\ OHE- OHE TO BE REMOVED \`\ BY PVREA EAST PROSPECT ROAD DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PROPOSED CE---__ TRAIL r REMOVE BUCK do RAIL FENCE CE--______ CE EXISTING R.O.W. OHE OHE PROPOSED E.O.P. III Lj: ' ROw ROW ROw POW ROw ROWRQw � r 2* - - - - -------------------- TEMPORARY PHASE 1 2 .. w- -T---- -- w w wW -- - _ W C:) T T - - - REMOVE BARBED WIRE FENCE —� RQIa--- —Doi, EXISTING R.O.W. PROPOSED R.O.W. (IYP.) OHE TO BE RELOCATED BY XCEL EXISTING L REMOVE SIGN (COFC) Row PROPOSED EOP RQ�x-----._--RQ on,, �c �t CE CE CE CE CE CE CE CE CE CE C CE CE C CE CE CE CE CE_CE I TELEPHONE PEDESTAL TO BE RELOCATED BY QWEST XCEL GAS OWEST TELEPHONE ELCO WATER CITY OICFORT O REMAINCOLLINS LIMIT (nP)TOE OF SLOPE TO REMAIN TO REMAIN TO BE ABANDONED REMOVE SIGN (COFC) \ TEMPORARY CONSTRUCTION REMOVE BARBED WIRE FENCE EASEMENT CE CE C SALVAGE GATE FOR RESET AT THIS LOCATION PLAN KEY MAP SCALE: 1 "=1000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800=922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 �40 HORIZ. 0 10 20 VERT. SCALE IN FEET V W a 0 W U U r F � U W 0: Q CD W WW V W II Z < Z — wZ 2Z 100 CD �w �w mIY U� U� O� ON QO QO I ,x W . U T J� •.., f ..•' CV Eoa� 2 65 25 E NO�C% 20pp OD m _C j coo c 0 751,- y Urn K N LL H LL m F�- z w w o g a o �o oUi� J + XJO = Q �0� 09 U z Cl)II Q wa�Z z OUI aw0 o p � r- C CV) � W UO(j) U2a 01 'IS PROJECT NO. 020-207 DRAWING NO. DM-114 18 v CC? V CV v V C1 a I co EF U 7) o it m I °1< O pOZ Z 0 ti N en CO CO _ CE C E--i PROPOSED STORM DRAIN SYSTEM C I OHE TO BE REMOj✓ED TEMPORARY CONSTRUCTION BYPVREA I EASEMENT REMOVE BUCK &- — CE- CE CE CE CE CE CE___` RAIL FENCE PROPOSED CONCRETE TRAIL CE& PROPOSED R.O.W. (TYP.) n "",___[PROPOSED OW-- I Rrn O— — — — — — — — — ♦ -_ .E J------€ ---1 GAS— PROPOSED E.O.P. CE— CE E- ICE C COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY MAY. ANY LICENSEE INTO ALTERS THIS DOCUMENT IS REOUNED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 0 E.O.P. WA REMOVE BARBED WIRE FENCE O EXISTING EOP DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 11 REMOVE do RELOCATE SIGN 11 LIMIT OF FENCE REMOVAL 1 1 1 I I I BOXELDER SANITARY SEWER TO REMAIN PROPOSED TOE OF SLOPE — — REMOVE FENCE LIMIT (TYP.) EXISTING R.O.W. SSWR iWR SS�R S R - --�t^C C� ~ EMOVE ASPHALT —PHASE III � PONDS SICK —W W— W W- -ROW—Row HW ROW ROW ROW- RGW R❑ -ROW TYP. OWEST TELEPHONE ELCO WATER EXISTING R.O.W. PROPOSED R.O.W. (TYP.) TO REMAIN TO BE ABANDONED CE CE CE CE CE CE CE C CE CE CE— CE CE CE CE TELEPHONE PEDESTAL TO BE RELOCATED BY QWEST OHE TO BE RELOCATED UNDERGROUND BY XCEL PLAN ' REMAIN: ; .. . . �I ,4 4 . 4 CONCRETE DEBRIS W II .... _......_., _._ ... ..... "f V m— //� z \\ W \� X --------------------------- ------ W W ii EAST PROSPECT ROAD CE CE C TELEPHONE PEDESTAL TO BE RELOCATED BY QWEST — CITY OF FORT COLLINS '— XCEL GAS ELECTRIC TO REMAIN TO REMAIN —R1)W ROW ROW ROW — CE CE E CE CE PROPOSED TOE OF SLOPE TEMPORARY CONSTRUCTION LIMIT (TYP.) EASEMENT • 40 ., KEY MAP SCALE: 1 "=1000' GAS N LLJ z J U Q CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET o m o O LJ N Q 0 Ln O z U O W N x LL W O (n 0 z 3 Q ix 0 ELI-) V rrl CV — O W Q 0 W In N U U W H � � U 4 K a O K K V W 11 Z < Z wz xZ r0 O �W 1- Ed- mQ� w~ w~ z0 w0 aN ON a0 ON 0. om V) M CCD N r- N 2 GOGO 0) Cf) E 75 (5�, �4 � L) m ?COC C omG rn L) X to NCLF-lL U) H z W 2 W O � o azp O J J W-jo W F— a-xz Cn OOO 00 ILAA u H�F- a WULL PROJEC NO. NT O 020-207 DRAWING NO. DM-115 19 z a �U) + _J00 P � Q z U) O zH ZO0 Ft E- o of C0 ,10 O� WF 1~— U) M_ V 4`.� 4 f .. . • 4 .4 4 . p.. •. [. �. . • :EXISTING: RU1BtF� T0. R�MAIN°. •. .•. 4' • q 4 ' `•' • ••.. �� .4 • . :4 ... . ! , 4 • ' 4• • 4 •4 +.a::. EXISTING MHF_ 6� I I I TEMPa&RY CO CTI EASEMENT O O f PROPOSED CONCRETE TRAIL INSTALL CURED IN PLACE PIPE (CIPP) IN EXISTING 24" SS (SEE UTILITY PLANS) CE------ ANHEUSER BUSCH (FORCE MAIN) PRIOR TO PHASE II RELOCA / TIE TO REMOVE EXISTING ` \ 1 INLET AB SEWER FORCE MAIN w / EXISTING COORDINATE TIE-IN WITH AB I COORDINATE ROAD CROSSING /� AB FM-.T AB z \ �& FM F BOXELDER SANITARY SEWER TO WITH COFC / r REMAIN (SEE UTILITY PLANS) 1 REMOVE CONCRETE PROPOSED TOE OF SLOPE.� LIMIT (TYP-)-CE- '._CE---`CE- — ¢ :* 4.; CE C i PROPOSED ST \ \ •TEW _ _ J REMOVE EXISTING `` :'• \ r REMOVE BUCK & RAIL FENCE 16" PIPE ¢ S f\ mill�� • • ._.._ .....�w� ��. v .._ _ - • • _O_— r •. HE G" �•—��_!�' �� _ , ' —GAS GAS S_" lOHEA a " • A " ,'e•.t.��- - , , �'ON PROPOSED STORM I \ I EAST PROSPECT ROAD DRAIN SYSTEM A REMOVE BARBED WIRE FENCE —ROW--- -- —R❑W R❑W ❑ R❑ ROW —ROW PROPOSED E.O.P. — CE CE CE CE� FCE CE CE CE OHE TO BE RELOCATED I BY EXCEL PROPOSED TOE OF SLOPE v GAS, TELEPHONE TO BE C) Lj RELOCATED AT STORM m o o v CROSSING BY XCEL & QWEST D€ D 10E i COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION R b A VIOLATION OF LAN FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. NOTES: 1. INSTALL NEW 4 STRAND BARBED WIRE FENCE AT CE PRIOR TO REMOVAL OF EXISTING FENCE. PRIOR TO SEEDING RELOCATE 4 STRAND FENCE TO 6" OUTSIDE OF R.O.W. LOCATION. ELCO WATER TO BE ABANDONED XCEL GAS TO REMAIN EXISTING UTILITIES TO BE RELOCATED THROUGH STRUCTURE: GAS (XCEL), ELEC (CITY), OHE (XCEL), TELE (QWEST) REMOVE BARBED WIRE FENCE I-CE _ R❑W — ROW R❑W ROW - PROPOSED R.O.W. (TYP.) —CE CE CE CE C� I TELEPHONE PEDESTAL \ TO BE RELOCATED BY m QWEST PROPOSED DOUBLE SPAN I� BRIDGE STRUCTURE. DRAWINGS OF RECORD 11 QWEST TELEPHONE \ PRIOR TO PHASE II TO REMAIN i REMOVE & RELOCATE PRPA 24" FORCEMAIN COORDINATE TIE-IN WITH PRPA COORDINATE ROAD CROSSING WITH COFC TEMPORARY CONSTRUCTION _ I EASEMENT PROPOSED TOE OF SLOPE LIMIT (T ) These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PLAN PROPOSED STORM DRAIN SYSTEM D-1 LIMIT OF REMOVAL ,---SALVAGE GATE FOR RESET PROPOSED STORM DRAIN SYSTEM D BJISTING STORM PIPE TO t REMOVED -SEE N TE 1 BELOW ROCK DAM rill- REMOVE BARBED WIRE FENCE o LVAGE GATE ` Si - 0 E=488L230� FOR RESETLLJ .. O LO Ln lid J -- S GAS U ' W I KER JP I � c~ L N I L� LL N !L W*E INA KEY MAP SCALE: 1 "=1000' I � All R❑ R❑W--- �jI I NEW 24' PRPA FORCEMAIN II � I I II� I I I I ' I 'I I CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET 1C>0 o O O Lid N Q 0 0 CD z U p LNJ N La_ w o 0 cD z ION LO I Ifl I V I n N — O w N Q 0 w U �_ VI U Uir LL 11 O W W 11 i a z = W z_ M z Q Cr_ ' I— LIJ I— Lil m Q� U UI-_ O N � O O alb O an Q om Q 1 N OD 2OR, �R E 'V 91 20�OD m =oo o—nn N ornrn NrUvx 0 ; Z Ed 6�N H z w 2 w x � o Qzp o'JJ I-O l airz OOO a0U U Cli a WULL kil PROJECT NO. 020-207 DRAWING NO. DM-116 20 a _j J P z "O z aP o J LLO O C w LU J � 0 Ear IV ce 3 L J I cis 00 Eln TO a } 0' a J c:a �2 $ Q r GAS 3 _ . ILAJ C) \ 1 W N I o I 1 o I + �Ss 7 I RELOCATE_.SIGN t . Q I � I V) 1 1 W I z 1 Z ❑If R❑ I III Q M 1 REMOVE 311.50 LF OF FENCE (LIMIT IS BEYOND AREA SHOWN ON THIS DWG) COPYRIG T Q 2007 ST NTEC DRAWING LLTERATION A VIOLATION LAW FOR ANY ON, UNLESS hCTNG UNDER THE TION OF LICE SED ARCHITECT, ESSIONAL EIL EER, LANDSCAPE ITECT, OR L NO SURVEYOR TO R ANY ITEM ON THIS DOCUMENT Y WAY. I LICENSEE WHO ALTERS THIS IMENT IS REQUIRED BY LAW TO HIS OR HER SEAL AND THE TION "ALTERED Y" FOLLOWED BY R HER SIGNATUR AND SPECiIC RRTION OF THE AAI LTERATIONS. i TEMPORARY 4 STRAND BARBED WIRE (REFERENCE NOTE 1 ON DWG. DM-116) REMOVE ASPHALT — PHASE III TEMPORARY CONSTRUCTION EASEMENT r REMOVE BARBED WIRE FENCE j k If llt I J / PROPOSED STORM DI SYSTEM E -- C En -- - REMOVE EXISTING PIPE AND REPLACE WITH NEW STORM PIPE / E.O.P. END TEMPORARY 4 STRAND BARBED WIRE FENCE EXISTING R.0 BOXELDER SANITARY PROPOSED TOE OF SEWER TO BE LINED SLOPE LIMIT (TYP.) WITH CIPP r LMIT OF FENCE REMOVAL CE EXISTING EOP — — — -- ------ ---- --- _ _.. �" :, m. __: _ I1 W REMOVE FENCE INSTALL 1893 L.F. OF CIPP PROPOSED E.O.P. XCEL GAS TO REMAIN PROPOSED R.O.W. (T ) . —� CAS MARKER X W E.X Am T ' CITY OF FORT COLLINS LQWEST TELEPHONE L ELCO WATER L-EXISTING R.O.W. ELECTRIC TO REMAIN TO REMAIN TO BE ABANDONED EDGE OF EXISTING POND ... — ... _ ...-_ ... — ... _ ... _ . ... -_.... _ ... — ... r7` \ GAS, TELEPHONE TO BE EXISTING WET POND PROPOSED CONCRETE TRAIL RELOCATED AT STORM " REMOVE SIGN \ CROSSING r-- i PROPOSED TOE OF SLOPE LIMIT (TYP.) TEMPORARY CONSTRUCTION EASEMENT CE CE CE CE CE CE E CE CE CE E CE CF —CE CE CE CE CE CE'' CE CE CE •. \CE J �) \ PLANDRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this j I \ information is believed to be reliable, Stantec is not responsible i \ for its accuracy, nor for errors or omissions which may have 1 been incorporated into this document as a result. I I i I I w \ CALL UTILITY NOTIFICATION I � I W I v I w KEY MAP SCALE: 1 "=1000' CENTER OF COLORADO 1400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET 11111 Iva 1■11111 m■e F- U W F U U Q 0_ K W w i a u Z Wz i U LJJ U WN W 0 0 ¢_-I¢ w a 0 w H Vl K W O V II z a Ly r 0 CD CO ZCD wo 33 JCy K - U II O N 2LO OD roc,,4A E ap�� y`T�c �cao oo�� oUox m NLLH LL _Z F- z W W azp WJo I_0 a(tZ O°LLo a0U LF- W Q—O a WULL PROJECT NO. 020-207 DRAWING NO. DM-117 21 z �o J_ + 0) Ln �Q z O z�_ _o 0 a� + o J O3 tt w 02 W H ]*- N Cea r� o N 1 /n H O E in o LQ + I O O 00 / O N C O .�vN0 Lm 0 TEMPORARY CONSTRUCTI REMOVE ASPHALT - PHASE III EASEMENT REMOVE BARBED WIRE FENCE PROPOSED E.O.P. F CE-- CE CE--- ---CE FE CE C 4XISTIN. EXISTING 3 " CMP STORM (•) PIPE TO BE REMOVED BOXELDER SANITARY SEWER TO BE LINED WITH CIPP TELEPHONE PEDESTAL GAS, TELETO BE RELOCATED RELOCATE PROPOSED OM DRAINAGE BY QWEST CROSSING SYSTEM B- �CE CE �€—�CE CE \ CE CITY OF FORT COLLINS F#OPOSED TOE OF SLOPE ELECTRIC TO REMAIN / CE CE C/E CE CES TELEPHONE PEDESTAL TO BE RELOCATED BY QWEST CE —ICE ---CE C •• • , EAST PROSPECT • w III I I � III II 1. - - -- • �•_.�.��_�� • _E 0.. HE _ 1 .�� .1 ..-�� . 1 1 . 1 .`.-� - REMOVE •:GAS ♦�♦ REMOVE SIGN I_SYSTEM B-1 -EXISTING R.O.W. REMOVEBARBED- WIRE FENCE TO REMAIN Ss Li MA OWN ELECTRIC VAULT .,ELC 0 WATER SALVAGE & STOCKPILE NEW TO BE ABANDONED GATE MIN MA OVA VA gm MINING Ilk, ROW MW 6W4 ELECTRIC VAULT TO BE f IN WE WIN SEA INA PROPOSED CONCRETE OF FORT COLLINS PROPOSED E.O.P. COPYRIGHT Q 2007 1 STANTEC DRAWING ALTERATION R K A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTMG UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGNEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX NIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SGNATURE AND SPECIFIC `DESCRIPTION OF THE ALTERATIONS. � o O� CE- PROPOSED ST�RM DRAINAGE — SYSTEM B I I REMOVE ASPHALT - PHASE II REMOVE REMOVE SCALE TO 1' BELOW FINISH GRADE PROPOSED PARKING LOT ��• • 4' i� .. • iA ��''ai'•:1 :4 AFTER SUBSTANTIAL COMPLETION, — BUILDING, SHED, CONCRETE PADS AND SERVICES TO BE REMOVED. (REFERENCE NOTE 5, DWG. DM-113) Ce PLAN L DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SEC. tz 1. ELCO 2" TO BE ABANDONED WEST OF =�I TAP LOCATION TO EXISTING BUILDING. P-p F N MAP CALE: 1 "=1000' WEE INPM 1/4 SEC. 21 NE COR., PROPOSED TOE OF SLOPE LIMIT (TYP,) REMOVE BARBED WIRE FENCE OVERHEAD ELECTRIC TO BE REMOVED BY REA ICE-________ CE --- C F, 4r� v f--- TEMPORARY CONSTRUCTION C EASEMENT _ CAI L UTILITY NOTIFICATION CENTER OF COLORADO 1-800-9221987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND T7N, R68W MEMBER UTILITIES. 0 20 40 HORIZ.� 0 10 20 VERT. SCALE IN FEET W U' a Z z 4z W I- LIJ ~ W~ Vl a N 0- W F- Q W 7 F- g W O V II Z a� r O m cr Z JO a' U I1 om Vt— M CIO CN 2Cmc,',4,A E p�w19 0. v. L U1��C On00)�, U N lL. H IL U) F- Z Lu w o g IL a 0 + QZO c`no 0JJ = Q F-OOV Z � Q aW? ZF- (1) °J a°LO WLLO J + r aOV oO In U wH H o� � FLU F- aWULL '0-- PROJECT 020-207 DRAWING NO. DM-118 22 ram •I • a m X 3 J !V V V0 En I CO a 0:3 0 It O } J p o=_ S ai z o E / mLQ t I O m 00 /0 W N C 4 L N O L Wt O / j a =o� ELECTRIC VAULT TO BE RELOCATED BY THE CITY OF FORT COLLINS rREMOVE SIGN (COFC) CCE CE BORE 7 ELEV=4889.8210 — — T — — — — T Q _ unE—T ❑F + ZDO REMOVE BARBED N WIRE FENCE Z _— REMOVE BARBED WIRE FENCE TEMPORARY CONSTRUCTION EASEMENT - PROPOSED TOE OF SLOPE LIMIT (TYP.) —CE CE CE r— PROPOSED E.O.P. EAST PROSPECT ROAD — — — — — — — — — T — — F T E GAS PROPOSED STORM DRAINAGE SYSTEM B Q XCEL GAS TO REMAIN / QWEST TELEPHONE / TO REMAIN / PROPOSED CONCRETE TRAIL -- PROPOSED TOE OF / SLOPE LIMIT (TYP.) COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY NAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAM TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. PROPOSED E.O.P BOXELDER SANITARY SEWER TO REMAIN CE CE C I� / TEMPORARY CONSTRUCTION EASEMENT C�--'— — CJ CCE-- E--- , GAS, TELEPHONE TO BE RELOCATED AT STORM CROSSING NEW MH CONTRACTOR TO PROTECT EXISTING SANITARY SEWER LINE FENCE REMOVAL LIMIT CE--''C� OF REMOVAL DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. PROPOSED STORM DRAINAGE SYSTEM F CE �� ApdUT EXISTIN CEO _CE— --- REMOVE SIGN (COFC) W EXISTING 360 CMP STORM \ PIPE TO BE REMOVED L \, ! — P REMOVE BARBED WIRE FENCE �\ REMOVE ASPHALT — PHASE III 1 F TEMPORARY ASPHALT PHASE—T —j 0 ------ — E Ems— �- -- - --- --- --- nu � I ----GAS I I I / I GEODrm MARKER X 402 17.`� 212D01.52 E-212o / / i � \ / I / I I I SALVAGE GATE F4 RESET — — — AT THIS LOCATION . I -------- \fi -- —E'- ----- T HE _ GHE _ IJHEce=-- CITY OF FORT COLLINS L REMOVE SIGN (COFC) ELECTRIC TO REMAIN GFRULATORI o; Q _ XCEL GAS REGULATION �. STATION TO REMAIN — — — — TO BE PROTECTED BY CONTRACTOR. TO BE RELOCATED BY COFC. D� J CE C- ____ — E -CE —bE —CE CE —CE CE CE-------- C i EAST PROSPECT.-ROACI KEY MAP SCALE: 1 "=1000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, 0 2I HORIZ. MMM 0 10 20 VERT. SCALE IN FEET 0 (V I in 3 0 w w N O tl') f\ Fa— N W Z 0 ■ w a 0 w � N U w H � � U � K Q Q ¢ v z II z z z wZ 2z }� CD �w �-w mx w� WF- z0 wCD ON O� <� aN 0 co 2GGDc,,4,m' EQ 4) N N U 2 GO I m v o cjco U)ovvU N lL �lL F- z W 2 W n � o QOw zO W J J �00 0- 9 CQ OJ LLJ O a00 U a WULL PROJECT NO. 020-207 DRAWING NO. DM-119 23 g a �o J + 0 D Q QU) O ZO o a l- O a O O C J W I— �0 � 264 `C 3 J N v I 00 CO = EM o 0 a �G m i z �5 E ig 0 > s t I om .g 4-N �� O N O 0 v oi0 a �o HE C OBORE 8 ELEV9130 BARBED WIRE FENCE TEMPORARY CONSTRUCTION EASEMENT EXISTING R.O.W. (TYP.) PROPOSED TOE OF SLOPE LIMIT (TYP) / V: CE �E T — .s EXISTING SIGN TO REMAIN \` \ (RIGHT LANE MUST TURN RIGHT) �\\ REMOVE ASPHALT - PHASE IIIX TRAFFIC SIGNAL TO REMAIN \ F XCEL GATO S E PROPOSEEE O,P. = .T T T TRAFFIC SIGNAL TO BE RELOCATED BY THE COFC CONTRACTOR TO MILL do OVERLAY INTERSECTION STEEL FENCE TO REMAIN — E_ r DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. aTY OF GREELEY BURIED PIPELINE EAST PROSPECT ROAD 74+96.02 _ e w o — _ -6- EXISTING R.O.W. I— — POSED P. o — N RELOCATE TELEPHONE PEDESTAL I II Post • • • + MAILBOX TO BE RELOCATED BY PROPOSED CONCRETE -'MAIL OWEST I OHE TO BE RELOCATED n _ X / UNDERGROUND BY XCEL --�� I I TO SUMMIT VIEW N I I ono -- ❑ ] ROW R❑ ROW RO'v1 R Row--- —R❑ R❑ RO ]✓ C CE F CE CE CO- - PROPOSED R.O.W. (TYP.) REMOVE ASPHALT - PHASE II OWEST TELEPHONE I How I / TO REMAIN CE HAGEMAN EARTH CYCLE PROPOSED TOE OF I SLOPE OF FTO�REM I V I EELLEECTRICREMAIN w — — - ' TEMPORARY CONSTRUCTION • r*, ADJUST ELECTRIC WM EASEMENT VAULT TO GRADE, 9"" O I I -CE CE BY CITY OF FORT ISTINb 1 COLLINS ( TREE TO BE RELOCATED a.� (S LANDSCAPE HAGEMENS PLAN) OFFICE I I COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE PLAN EAST PR SPECT..RoAn KEY MAP SCALE: 1 "=1000' �_E CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. VERT. SCALE IN FEET IA ■ m W a 0 W L U x g LL a o it W 3Z r0 CD I-w �w mL'r U UI_ CDJO W 7� a ar 0DO Q map I�i1- W_11 EL0cj0.0 2GDcm E p 04 .00 5.900 M co Om C) y x N U_ F-- LL S] 07 H z W w W a o O._L JO �oo ao? CQ U)OOu-J aO0 U I— i— `a WU� PROJECT NO. 020-20 DRAWING NO. DM-1 20 24 z a �o 0 J + co �Q QCO O z�_ 20 CD FR P: + CD 0 r` LL O C JW Pin co100 C C%J 0,— z 0 a +C 's 0 3 0 0 C 0 L m 0 � 5 :3 0 �: � LLJ 0 M LA LLJ V) LLJ z LAJ �h C V Al WET POND ORM ST 48K T� STORM TEM C Z: CK r FE 0 M re"s - .. I . 1 .1 1 A C3 —411111111111 - ------ 4 FR WA r AAN z 2-57ac X N------------- — ------- W W W 0 F— z .4 eg:��Cizz z C E < 5 CF= E z rrr LLI L) I.- 4M), (4a"— —(4m) W W r �(A C) 0- �—c EXIS GE WET POND u�\ LEGEND HEADWALL DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. C EDGE OF WET POND L-PATH BRIDGE (SEE SHEET ST-203) 1(4fte r IJAZAIN 1NUrvI0r-r\ ACRES DESIGN POINT FLOW DIRECTION BASIN BOUNDARY 0 so 100 150 SCALE IN FEET COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT 6 A VIOL TION OF L �04R ANY KRSON,, WESS ACTIAMWG DER THE DIRECTION OF LICENSED ARCI1;DESCTjPE HAL ENr PROFESSIO 'INEER, LA ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. "NY LICENSE' 'BY' LTAW TO DOCUMENT is FMR"LED AFFIX HIS OR HER SEAL NOTATION "ALTERED By�"FDOLTLDWED 8 HIS OR HER SIGNATURE AND SPECIFIC DESCRPTION OF THE ALTERATIONS. :3 In (A tA 0 In 31, .4 X W 0 CV) C* 1 4 1 c' E 00 2 c.4 m' E 8 QD C-04 C'04 C 0 -'r &Cc> 0 r.— 0) U) 0 0) O.;Z M 04 LL LL U) z z W M LLI W 0 z 0 00 9 <ZO 0--1 0 —.1 X—jo F-00 F- 00 WO < CL Z U00-j 0 LL- OLL-j XLLO -i -a _j 0-9 0-00 a W n Cl) U- 0 Liu W > 0< 0 a. LLJ LL JECT NO. 020-207 DRAWING NO. UT-1 21 25 4 a U I E N L � O J t I C m C, _ E� o 0 o+°o ap 0 v �+° S ma z W N N N F- �j E in om "o wo C O N 'NO L N L If O / j .0 > � q j t p w O m Q W W U) Ir DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. FOR INFORMATION ONLY F I 0 Lj W w (/) LEGEND 11 BASIN NUMBER 0.83ac ACRES . .. o so SCALE IN FEET DESIGN POINT FLOW DIRECTION BASIN BOUNDARY COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAM FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED B' HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. W a 0 W V) N U W r V, H � o: a K D: W W W G W Z F- F- LLJ mCD W W W� ; o V= a 0- M 0 0 04 I 2.co c.4nE iucoc Lvi`r�c cn 0 0) 0 A Ux o.; m CO 04 lL H lL q S��,t rn z W 2 W O Qzp of -Jo I-ODU v7 a(r? OLLJ 0- L) L WU� PROJECT NO. 020-207 DRAWING NO. UT-122 26 C-1 284 :i 2g 6 N Cn Cn I 4 , W W VI 1 MI COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION i TOPOGRAPHY — MISCELLANEOUS A.G. ABOVE GROUND ABAND. ABANDONED ABUT. ABUTMENT A,D.B.E. AS DIRECTED BY ENGINEER AL ALLEY A.O.B.E. AS ORDERED BY ENGINEER A.O.B.P.M. AS ORDERED BY PROJECT MANAGER APPROX. APPROXIMATE ASPH. ASPHALT AVE. AVENUE BB BILLBOARD BOY. BOUNDARY BLDG. BUILDING BLVD. BOULEVARD B.M. BENCH MARK BR. BRIDGE BRK. BRICK H0. HOUSE C.B. CONCRETE BLOCK HOUSE C.L. CHAIN LINK (FENCE) C.L.L. CONTRACT LIMIT LINE COFC CITY OF FORT COLLINS COMM. COMMERCIAL CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUED C.R. COUNTY ROAD C.R.W. CONCRETE RETAINING WALL D. DEED DISTANCE DEL DELINEATOR D.H. DRILL HOLE DIA. DIAMETER D.M. DIRECT MEASUREMENT DOM. DOMESTIC DR. DRIVE D.W.B. DENVER WATER BOARD DWG. DRAWING DRY. DRIVEWAY E.J. EXPANSION JOINT EOG EDGE OF GRAVEL EDP EDGE OF PAVEMENT E.S. EDGE OF SHOULDER ESMT. EASEMENT EXIST. EXISTING FB FOOT BRIDGE FD, FOUNDATION F.L. FENCE LINE FLEX. FLEXIBLE FND FOUND FTP. FENCEPBCST FR. HO. FH44 POl@USE GAR. GARAGE GR. GRAVEL H.P. HIGH POINT HO. HOUSE HWY. HIGHWAY I.D. INSIDE DIAMETER IMP. IMPROVEMENT INC. INCREASE I.P. IRON PIN OR IRON PIPE LF LINEAR FEET LO.C. LIMIT OF CONSTRUCTION LT LEFT m METER mm MILLIMETER M. MEASURED DISTANCE MAC. MACADAM MAX. MAXIMUM MB MAILBOX MIN. MINIMUM MON. MONUMENT N/F NOW OR FORMERLY NRR NAIL AND RED N&W NAIL AND WASHER N.I.C. NOT IN CONTRACT 140. NUMBER N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER O.G. ORIGINAL GROUND O.H. OVERHEAD O.H.S. OVERHEAD SIGN OPT. OPTIONAL P. PARCEL PAV'T. PAVEMENT PB PAPER BOX P.E. PERMANENT EASEMENT PED. POLE PEDESTRIAN POLE PL PROPERTY LINE PM PARKING METER POR. PORCH PROP. PROPOSED PVT. PRIVATE RD. ROAD REC. RECORD RES. RESIDENTIAL RM REFERENCE MARKER RND. ROUND R.O. REPUTED OWNER RR RAILROAD RT RIGHT RTE. ROUTE R.O.W. RIGHT OF WAY R.O.W. W/A RIGHT OF WAY WITH ACCESS R.O.W. WO/A RIGHT OF WAY WITHOUT ACCESS R.W. RETAINING WALL SDR. STANDARD DIMENSION RATIO IT S A VIOLATION OF LAW FOR ANY CALL UTILITY NOTIFICATION PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, CENTER OF COLORADO ARCHITECT, OR LANEERDS LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO �)VV(( � 922�1987 ALTER ANY ITEM ON THIS DOCUMENT ./\o0 _VM N ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. TOPOGRAPHY — MISCELLANEOUS CONT. S.H. STATE HIGHWAY SHLDR. SHOULDER SP. STEEL POST SPK. SPIKE ST. STREET STK. STAKE STL STEEL STO. HO. STONE HOUSE STY. STORY SUPP. SUPPORT S.W. SIDEWALK T.E. TEMPORARY EASEMENT TEMP. TEMPORARY T.L. TREE LANE T.O. TEMPORARY OCCUPANCY TYP. TYPICAL UNK. UNKNOWN USC & GS UNITED STATES COAST A: GEODETIC SURVEY WD WOOD WP WOOD POST W.I. WROUGHT IRON W.W. HANG WALL XG CROSSING X-KIN INTERSECTION TOPOGRAPHY — UTILITIES BCM BURIED CABLE MARKER E ELECTRIC E.M.H. ELECTRIC MANHOLE F.M. FORCE MAIN F.D. FIBER OPTIC G GAS GM GAS MARKER G.P. GUY POLE G.S. GAS REGULATOR G.S.B. GAS SERVICE BOX (HOUSE LINE) G.V. GAS VALVE (MAIN LINE) G.W. GUY WARE H.H. HANDHOLE HYD HYDRANT L.P. LIGHT POLE L.P.G. LOW PRESSURE GAS NPS NOMINAL PIPE SIZE 0 OIL OCTV OVERHEAD CABLE TELEVISION OE OVERHEAD ELECTRIC OETL OVERHEAD TRANSMISSION SINE OFO OVERHEAD FIBER OPTIC OT OVERHEAD TELEPHONE P PHONE BOOTH P.B. PULL BOX P.P. POWER POLE RED. REDUCER SA SANITARY S.M.H. SANITARY MANHOLE ST STORM T TELEPHONE TC TRAFFIC CONTROL TEL BOX TELEPHONE BOX TEL P. TELEPHONE POLE TEL PED. TELEPHONE PEDESTAL T.M.H. TELEPHONE MANHOLE TV TELEVISION UCTv UNDERGROUND CABLE TELEVISION UE UNDERGROUND ELECTRIC UFO UNDERGROUND FIBER OPTIC U.G. UNDERGROUND UT UNDERGROUND TELEPHONE V GAS VENT W WATER WR. WRAPPED W.S.B. WATER SERVICE BOX (HOUSE LINE) W.V. WATER VALVE (MAN LINE) SUBSURFACE EXPLORATION STANDARD SYMBOL T 9 AB C REPLACE ABBREVIATION 'AB' WITH: AH - HAND AUGER CP = CONE PENETROMETER DA = 60 mm(2.5 IN.) CASED DRILL HOLE DM = DRILLING MUD ON = 100 mm(4 IN.) CASED DRILL HOLE FH = HOLLOW FLIGHT AUGER PA = POWER AUGER PH = PROBE PT = PERCOLATION TEST HOLE RP = 25 mm(1 IN.) SAMPLER (RETRACTABLE PLUG) SP - SEISMIC POINT TP = TEST PIT REPLACE ABBREVIATION 'C' IN CATEGORIES: DA, DM, ON, AND FH WITH: B =BRIDGE C =CUT D =DAM F =FILL K =CULVERT W =WA L X =TO BE USED IF ONE OF THE ABOVE CANNOT BE DEFINED AT THE TIME THE EXPLORATION IS MADE. TOPOGRAPHY — DRAINAGE A.C.P. ASBESTOS CEMENT PIPE B.B. BOTTOM OF BANK (STREAM) B.C. BOTTOM OF CURB B.O. BOTTOM OF OPENING CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CG CONCRETE GUTTER C.I. CURB INLET CIP CAST IRON PIPE C STRM. CENTERLINE OF STREAM L CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEANOUT CORR. CORRUGATED C.P. CONCRETE PIPE CSP CORRUGATED STEEL PIPE C ST/SA COMBINED STORM/SANITARY SEWER CULV. CULVERT D.I. DROP INLET DIP DUCTILE IRON PIPE D.M.H. DRAINAGE MANHOLE DS DRAINAGE STRUCTURE D'XING DITCH CROSSING E.H.W. EXTREME HIGH WATER ELEV OR EL ELEVATION E.L.W. EXTREME LOW WATER E.S. END SECTION F.I. FIELD INLET H.W. HEADWALL INV. INVERT LLGALV. LEAD LINED GALVANIZED PIPE M.H. MANHOLE M.H.W. MEAN HIGH WATER M.P. METAL PIPE NPS NOMINAL PIPE SIZE O.H.W. ORDINARY HIGH WATER O.L.W. ORDINARY LOW WATER P.E.P. POLYETHYLENE PIPE PG PAVED GUTTER PVC POLYVINYL CHLORIDE RCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE RCP REINFORCED CONCRETE PIPE RPM REINFORCED PLASTIC MORTAR IRRIGATION PIPE SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE T.B. TOP OF BANK (STREAM) T.C. TOP OF CURB T.G. TOP OF GRATE T.O. TOP OF OPENING U.D. UNDER DRAIN VCP VITRIFIED CLAY PIPE VTP VITRIFIED TILE PIPE XCIP EXTRA STRENGTH CAST IRON PIPE XVCP EXTRA STRENGTH VITRIFIED CLAY PIPE ALIGNMENT AH. AHEAD AZ. AZIMUTH BK. BACK BASELINE BRG. BEARING CENTERLINE C.C. CENTER OF CURVE C.S. CURVE TO SPIRAL D DEGREE OF CURVE E EAST e. CROSS SLOPE EQ. EQUALITY EXT. EXTERNAL H.C.L. HORIZONTAL CONTROL LINE H.S.D. HEADLIGHT SIGHT DISTANCE L LENGTH OF CIRCULAR CURVE L.S. LENGTH OF SPIRAL LV.C. LENGTH OF VERTICAL CURVE M.C. CENTER CORRECTION OF VERTICAL CURVE MAN LINE M.O. MIDDLE ORDINATE N NORTH P.C. POINT OF CURVATURE P.C.C. POINT OF COMPOUND CURVATURE P.I. POINT OF INTERSECTION P.O.L. POINT ON LINE P.O.B POINT OF BEGINNING P.O.E. POINT OF END P.R.V.C. POINT OF REVERSE VERTICAL CURVATURE P.S.D. PASSING SIGHT DISTANCE P.T. POINT OF TANGENT P.V.C. POINT OF VERTICAL CURVATURE P.Y.I. POINT OF VERTICAL INTERSECTION P.V.T. POINT OF VERTICAL TANGENCY R RADIUS S SOUTH S.C. SPIRAL TO CURVE S.S.D. STOPPING SIGHT DISTANCE S.T. SPIRAL TO TANGENT STA. STATION T TANGENT LENGTH T.G.L. THEORETICAL GRADE LINE T.S. TANGENT TO SPIRAL Y.C. VERTICAL CURVE W WEST DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. } o m O W N Q I � 0 N CD z U p w 7) Q� > LL W o Cr- (10 CD z 3 a 0 co Ln v I n I N I — o w a 0 w L w L) U li O: a W W z < w w Wz <z a �w I-w 'm} a w~ w~ za W0 Vl � N 3 J a a 0 a0 ap o� viz M� t� Q cM coo CV N 2co�25o a� O N PVCo C a�i v � coo U5 rnUvK NLLHCC I H z W W O of H W <ZO W -j O cn U U U) Of)z aitZ O a E_ pu-� ;Q O a ado �w L) a ccOr)ce w _ CO a WU� ~—Q PROJECT NO. 020-20 DRAWING NO. GN-102 3 C-1 "7 —777 WMAND No o� 1 ` a, i r'! .:'24- �} e .'r� . 'k-�G . zrl i•:..,:, - h�s,xw. _. �. :. - .�. _,� - ', "'a; . ,,, •:. ., � 2 � .a+' .- 'r::., '''� .- :. � I � [ € r ..: a4:v ..-. a.. n I :_ a t COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. E IS REQUIRED BY LAW TO OR HER SEAL AND THE ALTERED BY" FOLLOWEE R SIGNATURE AND SPECIFI DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. Epp 200 300 SCALE IN FEET 1 F-OU U "— a-W? W W a� � OLL-j ��O :0 �Z a dOU 0 U F U) 0 F— U) wW Q �Q O a W U IJ_ w '0--- PROJECT NO. 020-207 DRAWING NO. UT-123 27 C-1 28 I XI�,TING 2'INA R ° I / 00 FYISTING BURIED DUCT 462.40 LF 16" HOPE 10. n Yo d . w .,.Z—aN Wes. ,N. +�00 04 i 0 In CD 0+00 1+00 NOES: FORCE MAIN PLAN AND PROFILE DRAWINGS WERE PREPARED USING ORIGINAL CONSTRUCTION DRAWINGS PREPARED IN TIE - 1. 16" HDPE NG OF THE LOCATE THE EXISTING PROPOSED NUMBERCH2M HILL, PROJECT O HE CONTRACTNORTHING SHALLP FIELD (N6 FORCE LOCATIONS PROVIDED ON THIS SHEET AREAPPROXIMATE. AND VERIFY INVERT ELEVATION, NORTHING AND EASTING OF THE TIE-IN POINTS. NOTIFY ENGINEER OF DISCREPANCIES. MAIN IMAIN, N DURING CONSTRUCTION OF NEW FORCE 2 CONTCTOR SHALL MAINTAIN OPERATION OF EXISTING FORCE NEW MAN HAS BEEN CONSTRUCTED ANS D HYDROSTATICALLY TESTED. PROVIDE DE TEMP BULKHEADS AND (BOTHENDS) AFTER TEST EQUIPMENT CONNECTIONS AS REQUIRED. COORDINATE SHUT -DOWN AND TIE-INS WITH ANHEUSER BUSCH. CONTACT MR. RANDY WILLIAMS AT (970) 490-4642 A MINIMUM OF 5 WORKING DAYS PRIOR TO MAKING TIE-INS. 3. 16" HDPE SHALL BE SDR 17, FITTINGS SDR 11. CONTRACTOR SHALL FIELD VERIFY EXISTING SDR AND MEASURE OUTSIDE DIAMETER PRIOR TO ORDERING. INFORM ENGINEER OF DISCPREPANCY. 10" BLOW -OFF ASSEMBLY TO ALLOW DRAINAGE OF FORCE MAN. ALLOW 4. HOT TAP EXISTING 16" HDPE FORCE MAIN AND VIEW NG. DISCHARGE BLOW -OFF TO BOXELDER SANITATION SEWER SYSTEM. COPYRIGHT Q 2007 ANHEUSER BUSCH TO FLUSH FORCE MAI R T DRAT NOTIFY BOXELDER SANITATION DISTRI 2 DAYS PRIOR T ISCHARGE. CONTACT MR. RAVI SRIVASTAVA AT (970) 498 0604. STANTEC DRAWING ALTERATION FOR ANY 5. PLUG ABANDONED END (SEE DETAIL, EET UT-131). ISOLATION VALVE AND REMOVE ND DISPOSE OF E TING AIRNACUUM VALVE AFTER SECTION HAS BEEN ABANDONED. IT IS A VIOLATION OF LAW PERSON. UNLESS ACTING UNDER THE 6. CLOSE REMOVE TOP SECTION OF MANHOLE AN WFILL. TH S ORK INCIDENTAL TO AIR VAC REMOVAL. DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT 2 IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC nrCPPWT nN nF THE ALTERATIONS '0.34% SAN DRAWMG8- —SAN These Dra ' ecor V een _prepared based upon _---- --- ----- --:�t�a mitt CONTRACTOR. While this n i le to be reliable, Stantec is no for it u nor for errors or omission wFfI n -inct-rDorated into this document LO 2 N E EXISTING 16" PVC C900 FORCE MAIN CITY OF ~ - FORT COLLINS PROPERTY 3 4885 N � 00 bk SP C1 �G 4+00 3+00 : CE7r�� PROPOSED 20' EASEMEFIT P " S A: 2+93.14 123608.75 V 210410.35 !.-, CURVE I DELTA RADIUS LENGTH CHORD BEARING C1 26'16'33" 603.65' 276.83' 274.41' S14'41'16"E EXISTIN GROUN KEY MAr SCALE: 1 "=1000' 4+00 0 4915 0)4910 4905aW _49�20 w 4900 a a moo. — " ~ . 4895 4890 .. 4885 4880 Z 4875 4870 . 4865 4860 A9 5+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ao HORIZ. 0 10 20 VERT. SCALE IN FEET W a 0 W 73 0 w U W r (n U a: a 0 Cr w v W ; a z_ a _ Wz z M? li 0 rL� 0 I— w I- w m W � W� za O 'ON Y ON .ate IL Q o� < u (A- 0 N EIli oND� v`D�� 7E 0�0 8 v L coo CIO U) 0 03 U N LL H LL st i I z w 2 w O � o azo O J J W-jO aWz OOO aDU a WU0 PROJEC 020-207 DRAWING NO. UT-124 28 28� e?' co ' N v L J nko CO0, I 0 0 } < r N o E �o a >r j0 C) C:N V N O Lu 0 C: 10" fig. 'w3a CV + H IN 10 '_ SAN COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. TO SAN SAN O lb� _a PRC STA: 5+69.97 N: 123343.30 E: 210479.92 6+00 PROPOSED 20' EASEMENT LF 16 HOPE 17 ®1.�1% GROUND 7+00 CITY OF FORT COLLINS NOTES: 1. 16" HDPE FORCE MAIN PLAN AND PROFILE DRAWINGS WERE PREPARED USING ORIGINAL CONSTRUCTION DRAWINGS PREPARED BY CH2M HILL, PROJECT NUMBER D19901.B1, JANUARY 1986. THE INVERT ELEVATIONS, NORTHING AND EASTING OF THE PROPOSED TIE-IN LOCATIONS PROVIDED ON THIS SHEET ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING 16" HDPE FORCE MAIN AND VERIFY 1 - N DISCREPANCIES. INVERT ELEVATION, NORTHING AND FASTING OF THE TIE-IN POINTS. . S NOTIFY ENGINEER OF D S 2. CONTRACTOR SHALL MAINTAIN OPERATION OF EXISTING FORCE MAIN DURING CONSTRUCTION OF NEW FORCE MAIN. MAKE TIE-INS BOTH ENDS) AFTER NEW FORCE MAIN HAS BEEN CONSTRUCTED AND HYDROSTATICALLY TESTED. PROVIDE TEMP BULKHEADS AND TEST EQUIPMENT CONNECTIONS AS REQUIRED. COORDINATE SHUT -DOWN AND TIE-INS WITH ANHEUSER BUSCH. CONTACT MR. RANDY WILLIAMS AT (970) 490-4642 A MINIMUM OF 5 WORKING DAYS PRIOR TO MAKING TIE-INS. 3. SDR OF EXISTING 16" HOPE FORCE MAIN PROVIDED BY ANHEUSER BUSCH. CONTRACTOR SHALL FIELD VERIFY EXISTING SDR AND MEASURE OUTSIDE DIAMETER PRIOR TO ORDERING. INFORM ENGINEER OF DISCPREPANCY. 4. HOT TAP EXISTING 16" HDPE FORCE MAIN LL NEW 10" BLOW -OFF ASSEMBLY TO ALLOW DRAINAGE OF FORCE MAIN. ALLOW ANHEUSER BUSCH TO FLUSH FORCE RIO TO DISCHARGE BLOW -OFF TO CITY OF FORT COLLINS DRAKE WATER RECLAMATION FACILITY. 5. PLUG ABANDONED END (SEE DETA SHEET UT-131).6. CLOSE ISOLATION VALVE AND REM VE AND DISPOSE )INING. XISTING AIRNACUUM VALVE. REMOVE TOP SECTION OF MANHOLE AND FLOWFILL. THIS WORK INCIDENTAL TO AIR VAC QVAL. -84.82 EXISTING 14" PVC SAN — ------------------------------ ------ -------STA 8+84.82 ----- N 123039.77 _ C&—C C E 210549.25 CONNECT TO EXISTING 14" PVC FORCE MAIN -------- ------------------------------------- DI MJxFE ADAPTER FITTING ----- PC STA: 8+62.70 STA: 8+75.25 N: 123061.89 N: 123049.35 E: 210549.30 E: 210549.34 AIR VAC VALVE STA. 8+65 1(SEE DETAIL, SHEET UT-130) CONCRETE ANCHOR PLAN REMOVE EXISTING 14" PVC C900 FORCE MAIN AND MAKE CONNECTION C kill 8.35 I F .HDPE 9+00 TO CITY OF FORT COLLINS DRAKE WATER �1/ -- RECLAMATION FACILITY CITY OF FORT COLLINS DRAKE WATER RECLAMATION FACILITY INSTALL BLOW —OFF AND OUTLET STRUCTURE EXACT LOCATION TO BE DETERMINED IN FIELD (SEE NOTE 4) (REFERENCE DWG. UT-130) CURVE DELTA RADIUS I LENGTH I CHORD I BEARING C2 27'57'12" 600.00' 292.73' 289.83' 1 N13'50'57"W 4920 4915 4910 4905 4860 4855 TRENCH WIDTH PIPE PI AN ON Fc� OEM I'll MW 1101 ANCHOR RING —`#6 BARS O 12" EW BOTH FACES SECTION DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. rim. an KEY MAP SCALE: 1 "=1000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET WZN CO 0 W o �i W I� I- N W .4-W- Q - vE 0 a � � N C)z U O w DOcn a > LL o w O M (n o CD z - 3 � ar p u W 0 W 0 U W r F VI K U CD a 'W W < wZ 3Z }LL o m=) w wF- zQ WaO N OON nap ari o (- CD Cc N ELOC-� 'a .L 9E ��ipo L C6.'t coo morn°? 0) x N LLLLF IL + i5 rn z w 2 LU a- o Qzp ix J J � O L) LLJ Q-WZ Zi OOO D- 0 0 W (n a—o Of WULL PROJECT NO. 020-207 DRAWING NO. UT-125 29 0 O o� z< Qco 20 W N O LO UIL w� 0-0) 0 = W ULL �O mof c5 x D_ LU 0 On< o= z Qa C r cc v 04 v, L L J O� -� 0 '+< l& o. mi x to V r N N O E O N +, Um DQ /a w N C) am� vNo L N O / 7 p > � �G U EXISTING 24" BOXELDER SANITARY SEWER U i 1 EXISTING 24" STEEL FORCE MAIN __--__- BLOW -OFF VALVE (SEE NOTE 3) I I i � I EXISTING ANHEUSER BUSCH FORCE MAIN -- ----- ------ 0+00 NVS COPYRIGHT © 2007 STANTEC DRAWING ALTERATION IT K A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT N ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED e' SPECIFIC OFSCRPTION OF THERE EOR HER SIGNATURALTR TIONS. I i, nt ` j, EXISTING 2" WATER EXISTING 25" ELECTRICAL DUCT ; SEE NOTE 2 - EXISTING TELEPHONE a P15 4910 4905 . . 4900 . 4895 . 4890 ' 4885 : --- @6.37% 4880 _ ---- 4875 . . 0 . . . EXISTIN 30" I.D., _ --�_ STEEL CASING (SEE NC TE. 1) STA 0+ '24 N 12 72.59 E 1 8 M V E 2 9L� S i Z4 30 FO i EXISTING 8" GAS I / ROAD Ci + 55.00 LF. ED a N W,3. . . N ( Et NOTE 1) 4870 . . . .� r. . . . . . . 65 . . . . . . . . �. . . . . . . . 48 . . . W W 0 Xo... .... 4855 . . . . . . m �. -1+00 0 00 NOTES: POWER 1. TOP OF PIPE ELEVATION AND PIPE GRADE ESTIMATED USING CONSTRUCTION DRAWINGS FOR EXISTING PLATTE RIVER AUTHORITY WATER TRANSMISSION LINE PREPARED BY BLACK & VEATCH, PROJECT NUMBER 7750, SEPTEMBER 9, 1979. CONTRACTOR SHALL VERIFY TOP OF PIPE ELEVATION AND MATCH EXISTING GRADE. CONTACT ENGINEER IF DISCREPANCIES ARE DISCOVERED 2. 25" ELECTRICAL DUCT BANK CONSISTS OF CONDUITS ENCASED IN CONCRETE. DUCT BANK MAY INTERFERE WITH NEW 30" STEEL ENCASEMENT ASNECO NECESSARY TOCOONSTRUCTv FORCE MAIN STEEL CASING• DUCT BANK WILLCONFLICT ISBE REALIGNED AND ISTY WILL HPARIP TVAY CONCRETE OF THIS PROJECT. 3. CONTRACTOR TO COORDINATE WITH PLATTE RIVER POWER AUTHORITY FOR DRAINING LINE PRIOR TO WORK. CONTACT DOU CARLSON AT (970)229-1758. 4. MAKE TIE-INS (BOTH ENDS) AFTER NEW FORCE MAIN HAS BEEN CONSTRUCTED AND HYDROSTATICALLY TESTED. PROVIDE TEMP BULKHEADS AND TEST EQUIPMENT CONNECTIONS AS REQUIRED. TEST PRESSURE = 700PSI. 5. PLUG ABANDONED END (SEE DETAIL, SHEET UT-132). 6. CLOSE ISOLATION VALVE AND REMOVE AND DISPOSE OF EXISTING AIRNACUUM VALVE. DEMO MANHOLE AND BACKFILL. THIS WORK INCIDENTAL TO AIR VAC REMOVAL. 7. EXISTING 24" PIPE O.D. = 26". WALL THICKNESS = 0.25". PRESSURE RATED FOR 700PSI@70'F. -EX. 30' PRPA EASEMENT CASING STA. 0+00 TO PROPOSED CONCRETE TRAIL' / STA 1 +19.78 - SA SAN 7SAN - - 1T31'37" HORIZONTAL DEFLECTION STA 3+38.12 --- N 123351.97 --------- ------------------------------------ - REMOVE EXISTING 24" STEE CONNECT NEW 24" STEEL FORCE FORCEMAIN MAIN TO EXISTING 24" STEEL FORCE MAIN USING STEEL BUTT STRAP - ------------------- ----------------------------------------------- --- --- --- ---- ------(SEE NOTE 1) /,/ REFERENCE DWG UT-130 FOR DETAIL N 123646.39 E 210575.16 REMOVE EXISTING AIR/VAC VALVE VAULT (SEE NOTE 6) _ STA 0+00 ED SIDEWALK __N 123685.23 —_ E 210572.94 CONNECT NEW 24" STEEL FORCE MAIN AND NEW 30" STEEL CASING TO EXISTING. (SEE NOTE 1) USE BUTT STRAP TO CONNECT 24" STEEL i FORCE MAIN (REFERENCE DWG UT-130 FOR DETAIL) )SED R.O.W. A J.nO 8 PROPOSED ' oa GROUND a " . . . (SEE DETAIL, SHEET UT-131) 113.65.LF EXI 96. w 1+00 _ 2+00 KLT MAC SCALE: 1 "=1000' 24" n 5k�o 64 N�rE: 6 CONTRACTOR TO COORDINATE CIENE OF ELECTRIC DUCT WITH CITY C FCOLLINROA1QGAS LINE WITH XCEL � . 491� Z 4910 WW' CO 4905 :' O a �c r+ r co a :, 4900 n _ CO Of LL, W W + m w 0 4895 'C CL w 4890 4885 . 4880 4875 -0.058% ---- -- 104.71 LF---------=-- 4870 1 - - �T— _. _._,._NOTE 7.-- DRAWINGS OF RECORD I jl 4865 These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this 486 — information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions c —which may have been incorporated into this document as a — result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400=9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET W , a 0 W U W F N H R x U tl o_ Q Z < a. iw W W2 .4 �Z rY 3 O W m w U Q W U W~ ZQ a JN �M wN N IN "0(50� E 20ODC? 9 L U; C 0 � C) V; � 00� y N I.L. H IL y 0 w }}a F_- 0 Q 0 =z 0 Qg Ecng z W JO �M a�U U w0 aW- w�p _ OLLJ 0> u_ s0_' J W aLLOv a ow w O WUO �a Na. e�PROJECT NO. 020-207 DRAWING NO. UT-126 30 C-1 26 � o cc m N N I J Q � J L D1 m a E3 0 o+°o 0-0 0 � to v of �o i n ii 000 4-0 Co N Y Q N o 0 C a 3 06 a. III II \ \\ \ \ I \ ...; Y. EXISTING 16 HD FORMCE MAIN , \ ( PROPERTY LINE/ -J EXISTING MANHOLES I ?-°° ( �\ FENCE BEGIN#114P`� 4 /� \ \ v � EXISTING MH—PD10230, 4 0 C_' QITY OF ORT CO INS F�ERTY• . TA 91 I �'" t� S ,' `� , ICI v 158.19 L.F. �� CONDI T ' 4 t 1 \ 1 ^•;,. , �. ". ` J I\ .SCONCRETE ENCASEMENT r `— �C 1 ' PROPE TS' /f l - ,. , \ / EXISTING MH PD10250, 5 0 I EXISTING MH-PD10240 I t' _ ^ _24 RPM BOXELDER SANITATION____U 'STA�{0�+80.97 -/ STA 4+20.0 �ae9p� OPOSED SINS GEiRAIL FENCE DISTRICT INTERCEPTOR f i p�w�, / -OVERHEAD ELECTRIC ___ — /� ( ) C' EXISTING BU do--' — — --e 3E 0 EXIST PROPS 24" STEEL' 4890 — — — - — -N NG CK- C ( ) _ _ PROPOSED 1 EXISTING _ RAIL FENCE 48so EASEMENT E MAIN FORC �� *a S R -- — - -- --- - PROPOSED EDGE OF ROAD— ULM / EXISTING 25" 4~ 120' R.O.W. PROPOSED " EXL�TING-_BI�BIED�EL€PHONE / ' 1 ONCRETE TRAIL EXISTING MH-PD10220, 5 0 / ELECTRICAL DUCT _ _ OVERHEAD ELECTRIC STA 11+01.18 (SEE DETAIL, SHEE'L_dT--_t32)__ if — _. _ __ 1 C� _ -- — — — � l � � C€ ?`� ,�-- � .— — — -EXISTING 8" GAS MAIN - P> - - ~ —c� — c€ _ c€ •__ C€ -: € -e� — —cam- — e>`�—: E _ _ c€ cE cg- Cr OE —�_ -_r __ ---- RAIL FENCE`" PROPOSED 16" H- - � --_ -___ �- — ---_ — _.__ � ._-- ____ — -., � __._ ` _- — -•-, __.. -- � _ PROPOSES-S(I�GLE — _ —OPE FORCE MAIN / �CrrY O TY _ (4885) -` REALIGNMENT (SEE DWG UT-125) PROPOSED 24" TEELREALGNM NIT S \ SEE DWG UT-127)\ n\ i .. i PLAN i- - - Tin l MOM 4920 ' . ' . 4915 . . . . 0 4910 . ' z 4905 . . . .Z 4900 .w 4895 4890 4885 . . . . 4880 4875 4870 4865 . . . . 4860 . ' ' ' .X � L'i 0 rn 0+00 1+00 2+00 3+00 4+00 5+00 NOTES: 1. THE MAXIMUM DEPTH OF GRADE ADJUSTMENTS IS 16" INCLUDING MANHOLE FRAME. IF THIS DEPTH EXCEEDS 16", THE CONTRACTOR SHALL ADD A NEW BARREL SECTION AND REPLACE THE CONE SECTION WITH A NEW ECCENTRIC CONE. REPLACE WITH NEW FRAME AND COVER. 2. NOT USED. 3. CONTRACTOR SHALL MAINTAIN SANITARY SEWAGE FLOW THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. CONTRACTOR TO SUBMIT PLANS AT PRE -CONSTRUCTION MEETING FOR MAINTENANCE OF FLOW DURING CONSTRUCTION. 4. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY BOXELDER SANITATION DISTRICT 48 HOURS IN ADVANCE. CONTACT RAVI SRIVASTAVA AT (970) 498-0604. 5. DISPOSAL OF MATERIALS FROM SEWER LINE CLEANING SHALL BE DISPOSED AT THE BOXELDER SANITATION DISTRICTS WASTEWATER COPYRIGHT © 2007 TREATMENT PLANT. STANTEC 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR GAINING ACCESS TO ALL NON RIGHT-OF-WAY PROPERTIES. DRAWING ALTERATION R A OF LAW FANY DRAWINGS OF RECORD PERSON, UNLESS ACING UNDER THE DIRECTIONOF LICENSED ARCHITECT, PROFESSIONAL ONAL ENGINEER,LANDSCAPE ARCHITECT, ORRLAND SURVEYOR TO These Drawings of Record have been prepared based upon LS ALTER ANY ITEM ON THIS DOCUMENT N ANY NAY. Information submitted by the CONTRACTOR. While this OCLNTSSEEODBDDOCUMEIRREY THIS information is believed to be reliable, Stantec is not responsible AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED By for Its accuracy, nor for errors or omissions which may have HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. been incorporated Into this document as a result. OSED 6+00 BOXELDER PROFILE 7+00 Lo LINE E ISTING INTE CEPTOR WITO 0.50" THICK C.I.P.P. 14 x23" ELLIPTI AL PIPE RE RENCE DWG CS-40: PROPOSED 'ANHEU ER BUSCH F R'CEMAII REFERENCE DWG. T-125 PROPOSED TRAIL A,.., 1 IIIIIIIIII /EXISTING MH-PD10210, 5'0 STA 13+00.64 \\\\\\\\\\ A A � PIP MANH IEET UT-1 Cn 8+00 9+00 10+00 1.58.19 LF 0 —132 11+00 V KEY MAP SCALE: 1 "=1000' CLAY CUTOFF 8 3 WALL t C p fr-ter e - W W (/) W _- O ERMA i 1rON llal • ia RPM ® 0. 67 . . . 00 INTERCEPTOR N �EK- r- CLAY CUTOFF WAIL . V) ,(SEE DETAIL,, SHEIET.UT 1,31) p M 24" . PRPA ATERLINE . EffR -DWG. U -127 12+00 13+00 0 50 100 HORIZ. 0 5 10 VERT. SCALE IN FEET M ELOW11 4915 4910 4905 4900 4895 4890 4885 4880 4875 Mil& F m CO o O w N Q 1 Q 0 O z U O L.LI Ln LL L1.1 CD a W 0 z 3 Q 0 CV — WCD W a 0 W U W H � N = U � LL a w 0 z a W z L1.1 Ld V > U °D U W <o< 0- a o � v'i i ao��d •�ic?�� U) I— z W 2 W O o OZili _JO Ev7 Z 0 0 J O a 0U 'o Q O M W U LL_ a P JOR ECTrN�O. 020-207 DRAWING NO. UT-127 31 W J U Z iY Q �Z og 0 zIx 0 QF_ �0- z0 U) W sW Z ogo _ Xo LL_ W O c J �m N 284 4 al z ;;cc 'cla Z cjpC) E 0 4-0 0 0 L m C 0 STA 17+53.94 XISTING MH- .671-5-9 PROPOS EXISTING 25m ED ELECTRICAL DUCT 24" RPM BOXELDER SANITA DISTRICT INTERC g C cr- cc- CFZ Cs CIF C r_ C & c E STATE OF COLORADO PROPERTY 4925 Moy*kf 453.t LF 24" RPM 0 0. LINE IEXISTING INlERCEP 4915 LO R . . . 04 D') 'w LAJ 94 4910 0 0000. . . �.'tr' or,: Lli w > V3 . . . . . . . 00 T DO 4905 . . . 8 . . . . . . . . . . . . . . . . . . . . . . . . . . > LL t fr. . . . . . . 2 . . . . . . . . . . ..... ... LID + ul 4900 . 5'�= 0Ln - s <,2 Q, 0 . . . . . . . . . . . . cn U-r' C" . . . . . . . N Z-0 I,_ 'F a- Of mm . . . . . . . . . . . C3 Lai C3 p CI:f Go 0 . . . 2 X.Of �; z 4895 . . . . . . . . . C�l Li a- .. . . . . . . . . . . . . . . . . . . . . . . . . . . cr CDI - >: n 4890 . . . 4885 7_ ------------------- ----------------- . . . . ------------- . . . . ----- . . . -------------------------------- . . . 2 . . . . . . . . . . . . . . . . . . . ------ ---- . . . . . . . . — 4880 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4875 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L-2o LF'CONCR�Tr 4870 . . . . . . . . . . . . . . . . ENCASEMEN" . . . . . . . . . . . . . . . . . . . . . . . . _J�SPECIAL 4865 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4860 LAJ. (n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCWTECT, OR LA14D SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WMO ALTERS TNIS DOCUMENT ISS REOURED BY LAW TO AFFIX WS OR HER SEAL AND THE NOTATION '�ALTERED BY" FOLLOWED By NIS OR HER SIGNA eSCRIPTION OF I BUILDING PROPERTY L 14+00 15+00 16+00 17+00 18+00 19+00 20+00 BOXELDER PROFILE NOTES: 1. THE MAXIMUM DEPTH OF GRADE ADJUSTMENTS IS l(r INCLUDING MAr4mjLE FRAME IF I HIS DEP I ri EXCEEDS 10 , 1 rIr tAJN I rv^%, 1 UT% SHALL ADD A NEW BARREL SECTION AND REPLACE THE CONE SECTION WITH A NEW ECCENTRIC CONE. 2. NOT USED. 3. CONTRACTOR SHALL MAINTAIN SANITARY SEWAGE FLOW THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. CONTRACTOR TO SU13MIT PLANS AT PRE -CONSTRUCTION MEETING FOR MAINTENANCE OF FLOW DURING CONSTRUCTION. 4. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY BOXELDER SANITATION DISTRICT 48 HOURS IN ADVANCE. CONTACT RAVI SRIVASTAVA AT (970) 498-0604. 5. DISPOSAL OF MATERIALS FROM SEWER LINE CLEANING SHALL BE DISPOSED AT THE BOXELDER SANITATION DISTRICT's WASTEWATER TREATMENT PLANT. 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR GAINING ACCESS TO ALL NON RIGHT-OF-WAY PROPERTIES. Do co 40- aT i� V.00. AS E h LE ECIAL). )ONE13- EXISTING MH-7, 5 0 _kp_y_� STA 22+02.46 _'�OST PROPERTY LINE COLLINS PROPERTY 21+00 22+00 i� 23+00 EXISTING MH-8, 5'0 0 STA 26+52.61 INSTALL 1 P150 L.F. NEW 16' GATE CIPP END CIPP CITY OF _p CI EXISTING 24" RPM SANITARY-/ SEWER INTERCEPTOR FLOWS TO BOXELDER WASTEWATER PROPERTY TREATMENT FACILITY CONTRACTOR SHALL' US CAUTION IN WORKING OVER 24'SANITARY SEWER 24+00 25+00 RMto �w� Lk— Fri mmamo= Fri mm EAST PROSPECT-ROA — 6�1 * maw ILI KEY MAP SCALE: 1 "= 1000' r.. 26+00 STRUCTNEW MH ON TING LINE 4925 . . . 4920 . . . 4915 c U-) ci .r��lm �' OD cc 4910 F. oo ac 4905 0 ULL 4900 4895 4890 . . . 4885 . . . 4880 4875 . . . 4870 . . . 4865 4860 CALL UTlLrrf NOTIFICATION CENTER OF COLORADO 1 =800m922ml 987 CALL 2 BUSINESS DAYS IN A BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 50 100 I HORIZ. L RIIIIIIIIII IN 0 5 10 I I VERT. WINE SCALE IN FEET � DO 0 w )l O'T>- ID 0 1 to LAJ r_ 0 cli I I C, j 0 0 0 z 0 w V) Cr 'o > LL '0� C w 0 <Q) E Q� Do z E mc -04) Ln Iq- I n Lb WcD u w w z G z Of z -d m z Lli W LLI > �_ li— C) u uI.— w w z LLJ w � (f) 3c 0 0 < cr W_ ir I u ... ; 11, c%j 04 E LO c-4 cO 2 Do c',4,m E :2(jLO9 8 0) c� C'4 - u 00 Go C6 * It r '� c 0 to, 0= 0 IM L) ... r .; 75 ILL U- � NZ (1) F- z LLI 2 LLI 0 0 <ZO 0 -1 -A —10 0 Q LLI I.— c/) Q_b�z wo-D OLL—j IrLLO a. 00 L) F- F- w Of 0 w LL PROJECT NO. 020-207 DRAWING NO. UT-1 28 32 w _j m 0 w a. Z Z cl) 8:5 z n- o W 0 a_ UJI z 0 w 3c LLJ Z 0: 0 _j �ww OR LL w _,0 !4 CO 04 284 CIO z .4 121 co JI W (A z 0 rz x t coo ro '0 C, 0 C 3 TEST STATION LOCATION SCHEDULE PLATTE RIVER POWER AUTHORITY oip= rnl2r.l= UAM TEST STATION TEST STATION NO. LOCATION TYPE STA 0+60 2 TEST STATION LOCATION ANHEUISER-BUSCH lew HDPE SCHEDULE FORCE MAIN TEST STATION NO. LOCATION CONNECTED TO: TEST STATION TYPE STA 1+20 24* STEEL CASING 1 2 STA 2+60 24" STEEL CASING 1 COPYRICHT 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACT14G UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LCENSEE WHO ALTERS THE DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC ,DESCRIPTION OF THE ALTERATIONS. MOUNTING STUD (TYP.) TERMINAL BOARD WRING DETAIL TEST STATION LID EXISTING OR FUTURE GRADE TERMINAL BOARD CADWELD (TYP.) CARRIER PIPE SHUNT (YELLOW) 0.01 OHM TERMINAL BOARD WIRING DETAIL PLAN \AEW #4 REBAR (TYP-) \1D CONCRETE PAD 24' SO. x 6" THICK CONCRETE PAD NTH FOUR #4 REBAR TEST STATION BOX CENTERED IN CONCRETE PAD NOTES* 1. CADWELD ALL WIRES To THE Top CENTERLINE OF THE PIPE AND COAT WITH MASTIC AND WELD CAP. 2. A MINIMUM OF TWO FEET OF SLACK SHALL Bf COILED AT THE END OF ALL WIRES INSIDE THE TEST STAT10N BOX. 3. CAUTION SHALL BE EXERCISED WHEN BACKFILLING SO AS TO NOT DAMAGE OR STRESS THE WIRE CONNECTIONS. 4. WfRES A 19 --#12 AND, STRANDED (RED) WIRES C D --#12 ANG. STRANDED (GREEN) 5. ALL WIRE CONNECTIONS M THE TERMINAL BOARD SHALL BE MADE USING RING TONGUE TYPE CRIMP CONNECTORS. EACH WIRE SHALL BE SOLDERED TO ITS CONNECTOR. TM WATM IYM 2 N.T.& STUD (TYP.) STATION TEST STATION LID EXISTING OR FUTURE GRADE CONDUIT BUSHING TERMINAL BOARD ANODE WIRES -) -�\� (TYP. OF 2) CADWELD (TYP VR LOOP (TYP-) =/D C ANODE STEEL PIPE/CASING 5' MTN (TYP. OF 2) ELEVATION NOTES* 1. CADWELD TEST STATION "RES To Top CENTERLINE OF PIPE AND APPLY SPECIFIED COATING. 2. A MINIMUM OF 2 FEET OF SLACK SHALL BE COILED AT EACH END OF ALL WIRES. 3. WIRES A & 8 - F 2 AWG. STRANDED (RED) WIRES C & D - #12 AWG, STRANDED (BLACK) 4. ALL WIRE CONNECTIONS TO THE TERMINAL BOARD SHALL BE MADE USING RING TYPE CRIMP CONNECTORS. EACH WIRE SHALL ALSO BE SOLDERED TO ITS CONNECTOR. 5. ANODE SHALL BE PLACED IN A HORIZONTAL POSITION. TIM STATIM WM I N.T.& 751 TS TYPE 1 240 STEEL PRPA TS TYPE 1 24" STEEL CASING ANHEUSER BUSCH '2) 32 LB. ANODE! EXAMPLE 1 EXAMPLE 2 WM MAMM TAG DUAL KT.& 2e SQ. x 6" THICK CONCRETE PAD NTH FOUR #4 REBAR TEST STATION BOX CENTERED IN CONCRETE PAD 20 PVC CONDUIT #4 REBAR (TYP-) CONCRETE PAD DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. ME W < a W =1 W U LL ir W ir W z W a z z K z: W W 2 LL �- > �- FLj to M q Z] W U W Z < W � 0 0 � V) a 3t �,e < Ln i,-- ir C� 0. it fL cr 1.2 0 L) o Z CID C14 C*4 E 0 c-4 0 2co".m E -0 - LO C9 8 0 0 - C-4 - 0 004 CO ca"C 0 050030) 0 0 0-; ID M C\I LL LL co z W 2 W > 0 CL 0 2 0 001 <Z0 0 _—I -j Ix-jo 1`- 0 (.) (.) 0 LLJ I. - co 0 -j OLL-j XLL0 (L 0 0 Q F- W U) < 0 Of LLI 5 L1- PROJECT NO. 020-207 DRAWING NO. UT-1 29 C NX Lu z < 0. CL z 0 0 w 0 W F- 0- W W z- C-) 1: 31, Ei U) .4 Ir 0 0 LC-) T < < W 284 Z '0 E E 'a C 4- 0 C: V ,0 t C 0 am' '0 " 0 L m a " cc 2' —4!-6" N119W 0111111. W-I a MIST FMHED GRADE M ELIEV 48 APPRM WK Le Mom mNugrdExt M OKM IISKIE FM CRIIIED PLAS r am = allE 10 QnSIDE OF MAIML 10 1114111211 r law WAL r Mvwcum ILN (111E NAIIERIALS TAIM WRACK Sm DBOW 4r M RAN , I_ " (a MAIneALS 7MLE) 4r x r 11E .0 VIL X R) (of 11KNEIIIIIIIIIS TARP QN DIA. *V W NK a —I CINXt FCC -I AMMI&E gmu— 4- x W IW= Be SOIL In SM PIPE RIPPORT VIL x R) (WE A][R VACUUM VALVE VAULT (PRPA PIPE DIAMETER MINIMUM W1 D �TH MAXIMUM WIDTH 404 % 2`-4" 6. 2'-6' a 1'-ar 2'-S' 12" _0 2-0 lam 2'-4* 3'-*- 200 2'-B' —3,-80 24" Y-W 4!-0* 30" V-2" 5-2* CUT PAVDW BACK If ArmALT JBWAW MAXII PRIOR TO PAV1"G CMW wrim ('r WQ 7Rm WIN AS 9 IN TAM WIIER IAKT OF I Too WAU. SLOPM FRIR AIR Kle AR/VACM VALVE SMEM MATERIALS TABLE PRPA ANHEIM 9M (1)2r OLD. STEEL PFE MATMALS IC HOPE PPE (t-&25*) f PIPE AWIIIA C115, CL 3110 AM AM WADE I Un r RAINIES AIM C115, CIL 2511 AM M08 aw I an Rrm AM C= CIL 3511 ASIM AID$ W" I BIER WE RATIKIP MIKE W0E CIL 0 RAINIED CL MIKIEL AD dr APA MM ABVW" WL'E I SMIL A IIIIIIIIII 11= 3M T3 M" rwlz� vim M 0) 2r SM ME CIESKIN F 70 FIN AT 70 DOW F 41-4. 1111ECTWIE1911 I t INE11111EEN RAKIES NE m 61 SW sm-M It MIN. CCLIPLM FMT 1W WM WBx Off PPE VV" BOX FBM= (W NAMM TMW 41 AIM 111LIT III =WOA VOL% WU PIED 46) W/SU tA (BE MAIIERIALS TAM r am Vog MLW/21MMM JFL a FQ M VAB.4WKIBisi: no RAINE (11E VAIERIAIS TMJO (a A If AIRE IALV W/M oil F1 I, (IM MAIM01113 TAIM pCK HOPE PK MM VAN =W ff tj r I Iff VMr SIR VANCIIII AID f RACE ACAPM FOR SEM PIPE MVKr SIM WAICH 1111111 RANCED ANDYPIRE 'r III Ir RIM SAIIIIIIE PIPE SIIPPORT VL It FQ (BE WMW =0 BAR 10 BE= IN IIIIIIE ANHEUSER BUSCH -W A/V VALVE ARRANGEMM 4 no DES11111 W VALVE ARRA tSEE NOTE 4 12 IK MK SEE NOTE I UL 6 k WL SEE Nm 2. T __-I REQUIRED SEE NOTE & NOTM, 1. "Le mAlBBAL SmAU. DrW A MIUM OF 12 01M MOVE 7CP OF PIPE I CRMAR MAIERIAL SHAII. BE A MIUM OF 4 IMM BELOW PIPE OR t/4 PIPE DIAIIEW WII EVER 6 W01M & STANU7A" MAIMAL AS PMW 70 PROI A IN AND STABLE SINICRADE PISTALL FILIER FANC AROUIC DIE STABLIZATIO14 MAIDW 4 OWPER 7RACNG WIRE REMM FOR N)PE PIPE PIPE BEDDING DETAIL (STEEL, HDPE) N.T.S. FOR It= CARRIER P E STEEL CASING I REFERENCE DRAWING MIN, CASING SPACER SPACING (t)* MATERIAL O.D. (in) I.D. (in) WALL THICKNESS HDPE 1 16 24 1 0.25 UT-125 10 STEEL 1 24 V 1 0.25 UT-127 10 NPROVIDE ADDITIONAL CASING SPACERS 6- INSIDE CASING PIPE LEAD VIRIE (10 FEET MIN.) CASING SEALS /—CASING PIK CARRIER PI \�_CASTNG SPACER %--PIPE JOINT BRAZED CONNECTION \_(E) 32 L MAGNMUM ANODES INSTALLED IN NATIVE SOIL� A MINIMUM OF 3 FEET FROM CASING. PLACE THE TOP OF THE ANODE BELOW THE CENTERLINE OF THE CASING, Narm 1. EACH SECTION OF prpE WITIMIN CAUNG SMALL HAVE A MINIMUM OF 3 SM OF 3 CASING SPACERS. THE MIDDLE SPACER SHALL BE CENTERED BETWEEN PIPE JOINT& a. ANODES ARE REQUIRED AT EACH END [IF CASING PIPE- & REF, DIWIG& UT-130 FUR ADDTTIONAL. CATHEIDIC PROTECTION INFORMATTON. STEEL CASING DETAIL I .XISTING 16, IDPE, SDR 17 SADDLE, DR 11 Ir 4= ELBOW r- HDPE, DR11 VALVE BOX SEE NOTE I AND EXTENSION r r--SEE DETAIL A 7 I FTI 7 T 4. 1V MDIPE PIPE, DR 11 IV HDPE O-RING OR 10' NJ GATE REQUIRED WITH VALVE PVC PIPE THRUST--'-'%W1"ft'N -II'__ IV NJ Kj 10, ADAPTER, BLOCK ADAP TE HDPE, DR 11 HDPE,DR CONCRETE BLOCK (MINIMUM 6' HIGH) ON UNDISTURBED GROUND NEENAH R-1799C 24' 14ANHOLE FRAME AND COVER WITH IILV(D FLANGE 'BLOW -OFF' CAST WITH LIFT HANDLE INTO FROST COVER SEE DETAIL B 7! 7 IVO FLANGE 3/4' CRUSHED R13CK 48' ECCENTRIC 10' HDPE CONE FLANGE WITH ASTM C-478 6' 1V HOPE BLIND FLANGE FOOTER (TYP) Li DETAIL B NOTES, DETAM A 1. INSTALL ONE PREFORMED PLASTIC GASKLI BETWEEN GRADE RINGS AND FRAME. —BLOW OFF AbM.OUTXU STRUCTURE SIRCIP APPILIED TAFIE COATM APPM COATING 00 V314r CIEMEIIff WE NOTE 1 MORTAR LPM NOEL i. FULL RM WELD IIINSIDIE AND OUTSM r&TkRRED FOR LOCATIONS. RESTRAINED STEEL PIPE JCFEIT 1 13 No= 1. AN WST KITT STW N ACOMANIM VATH AWWA C2DG ajDSE TEST OPEII" BY WELDM THEM. MIN. I FT. TOP OF BE IRENCH `4M if rL EARTH MATERIAL LIMITS OF TRENCH PIPELINE LIMITS OF CLAY CUT-OFF WALL NOTES, 1. CLAY WALL EXTENDS A MINIMUM OF 1f INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH. 2. CLAY MA701AL TO BE a -AI As cL, cH OR oH. 3, COST SHALL BE INCIDENTAL TO CONSTRUCTION OF SANITARY SEWER UNING. CLAY CUT—OFF WALL I DMWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. -'M Ir A MORIIAIR LINM -S k w-n C I W NO 0 M (x I V) 0, z U & 0 LLI .9 0, W 'Q LL 0 Ld 0 'a (r L0 0_1 Z E CC E� WO BUTT STRAP CONNECTION SINGLE —BUTT WELD JOINT - _Z I CALL U ITY IFICATION ;eOLORADO 1 400n=ml 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. W V) IDA 0 W V) Lr L) cr Ir a z z 0 4 z z W LAJ I-_ >. I- FLj co U =3 W W Z Uj to it �Ie .4 L0 (L cr 0- r� x 0 (Az (0 C14 �L C*4 E Lo C-4 CO 2 c',4, E L� 8 (14 - L) CNO 00 g C�I ro- 0 = I -- co 00)0) 0) 0 -1 Z x o ; M C14 LL III LL W z W 2 - W 0 0 W W <Z0 0 __j _j X-jo L)o W UJII.I a mcez z CIII oz Z OLL-j WLLO MOO W 0 0 ir - W W cn�� W� 0 0- W50 LL LL j r— 'N PROJECT NO. 020-207 DRAWNG NO. UT-1 30 34 . 1 764 "W OD 3k ol T an O-L 00 z r E 1:) 0.0 4 a cr 0 C C 0 O'D *4 to,, -4-0 C.> 4A CL v 0 t 000 "o L m 0 C 0 EXISTING 241 RPM SANITARY SEWER PIPE (TYP.) 2' 4- 2'-0' \L !ff-4'-0* TYP. A5 S-ler r,- _�,, A� SHOWN 0 0. C.�b - a 16�4 CLR rp. x 0 90 D.C. �10 . . ... N .A v N �'� 0 9" 1'4'-0* #5 12 - #4- x TYP. MANHOLE - PD10220 A PLAN I -110, 2'_0 EASTING 24- RPMJ SANITARY SEWER PIPE (TYP.) N.T.S. "A (2) #5 x 15 j#5 111. 0 12' EACH WAYroi� (3) LAYERS 132 I T3_2 #4 x 09 c 9 f� X �2'-4* 24'0 MANHOLE RING & COVER (SEE NOTE 3) 4883.52 CUT VERTICAL BARS 8"1 TC3 ,,,-AT MANHOLE RING OF SQ AS REQUIRED J 9. 2'-4- 4q 4 r 2- UP, TYP. 2'-3* R=If -A4' 4�_ (SEE NOTE 4 20 MIN. A 4 A 4 A A �4 '.4 A A 430 COA III III -III= I SUBGRADE__7 GRANULAR MA 5 r NOTES: (SEE NOTE 1) 1 5 0 12' EAC FLOW I 1. STABILIZATION MATERIAL AS REQUIRED TO PROVIDE A FIRM AND ST!ABLE SUBGRA�DE.i STABILIZATION MATERIAL 2. GROUTE CHANNEL INVERT TO PROVIDE SMOOTH TRANSITION THROUGH MANHOLE. 3. 2400 WATERLINE MANHOLE FRAME WITH BOLTED UD. NEENAH, MODEL R-1915-H TYPEL SECTION A N.T.S. FABRIC AROUND THE X 2'-5- P-REBAR 0 12- O.C., TYP. \rARS4 AT N 0 . c 3 ENTERS CONCRETE ENCASEMENT DETAIL RIGID FOAM ' BOARD CONCRETE 7A� ABANDONED PIPE END SHALL BE CUT AT A 90' ANGLE. FILL VOIDS WTH NON -SHRINK GROUT CONCRETE PIPE PLUG MINIMUM BEARING SURFACE AREA x 17`� #5 0 12' D.C. (SO. FT.) 0 12" EACH WAY PIPE BENDS TEE OR DEAD EACH WAY SIZE 11 1/4-122 1/2-1 45*_ 90* END 6- 1.0 1.5 2.5 4.5 3.5 8- 1.5 2.5 4.5 8.0 5.5 73 12" 3.0 4.5 9.0 16.5 12.0 0 2- #5 X CL 4.8 9.6 18.9 34.7 24.5 L ISD >' 16" C= 49 AB 24" E 1/2- SPONGE RUBBER CD 0 BOND BREAKER BEARING SURFACES ARE A MINIMUM REQUIREMENT 3C can) ujNDISTnJwRBMm AND DO NOT RELIEVE DESIGN ENGINEER OF a) U) T_ 2e 0 RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 0 T_ 12' SO4L �a cl� cc 12* MANHOLE C> a -vi MIN. MIN. RING & Ln COVER TYPICAL B - E C pc: 0 (D = t E 0 1/2 SPONGE RUBBER 0 0 0 .9-- = BOND BREAKER 6 mo 0 _E! >1 -2 LLJ 0 -0 0 U -0 � 0 2/3 DIA. GENERAL NOTES: CD -0 a) Of DIA. B" > U_ .!2 Imum. - 1. Bearing surface areas shown in chart are min' 0 E (D Y 0 12' U) 12* MIN. 2. Pipe Installed under conditions different from those 3 CL MIN. normally encountered shall require thrust blocks z BEDDIN a 0 0 0 \1 0 designed for those particular conditions. � = 0 0 MATERIIAGL BEARING C:1 S U URFACE UNDISTURBED (D SOIL 0 J14 X f4 X TYPICAL CROSS-SECTIO BASE SLAB REINFORCEMENT N.T.S. TOP SLAB & SECTION 2 REINFORCEMENT N.T.S. CONCRETE THRUST BLOCK CALL UTILITY NOTIFICAnON CENTER OF COLORADO 1 400n=ml 987 CALL 2 BUSINESS DAYS IN AEYVA14CE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ca 0 W 0 LAI rl- 0 cli I C'J CD 0 W z: (-) 'v 0 Ld i7i cr > LL_ Ld Of C:) Cr E In v- rn W =1 W W W a LE -d a z W LLJ z .4 Nz 0 z W W Z -< Lj 0 0 9v) 0 O_ V) cr C� CL cr a_ Ir __� a U �z Cn 8 C14 ELO c-4 2 686 c,' 4) cn E :2 (j L� 19 8 (D 04 N L) CO (Ito 0) 00)C) U_ LL C0 z W M W 0 0 <K0 0 _3 _j x _j 0 I._00 00 LU 1.- (6 a- W_ _z U)O-j OLL-j Of LL 0 CLO WO PROJECT NO. 020-207 DRAWING NO. UT-1 31 35 I-- LU W x U) LU 0 z 0- < in LLI U- W 0 LL n i z Ix 0 E U C V �O L p 0 5 0 39 '10 C! 0 1 40 0 C-4 r C 4'- '0 -Do C�:) R Lo 0�0 W; In, C) C 9 STRUCTURAL GENERAL NOTES EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH COLORADO DEPT. OF TRANSPORTATION M & S STANDARDS9 M-206-21 EXCAVATION AND BACKFILL FOR BRIDGES. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. THE FINAL FINISH FOR THE CURBS, MEDIAN AND SIDEWALK SHALL BE CLASS 2. ALL OTHER EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 5 FINAL FINISH TO ONE FOOT BELOW THE GROUND LINE. COLORED CONCRETE SHALL BE USED FOR THE MEDIAN. THE COLOR SHALL BE NSAN DIEGO BUFF* AND IS TO BE VERIFIED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. A COLORED STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED (COOT CLASS 5), AS SHOWN ON THE PLANS9 ON EXPOSED CONCRETE SURFACES (INCLUDING EXPOSED FACES OF ABUTMENTS, WINGWALLS, AND PIERS). THE COLOR SHALL BE PEARL GRAY, AND IS TO BE VERIFIED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. ALL BOLTS SHALL BE 718- DIAMETER, HIGH STRENGTH9 UNLESS OTHERWISE NOTED. LEVELING PADS ARE UNLAMINATED BEARINGS. THEY SHALL BE CUT OR MOLDED FROM AASHTO ELASTOMER GRADE 31 41 OR 5 AS DESCRIBED IN TABLES 705-1 AND 705-2 WITH A DUROMETER (SHORE -A-) HARDNESS OF 60. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE EPDXY COATED UNLESS OTHERWISE NOTED. r%N'� DENOTES NON COATED REINFORCING STEEL. ALL REINFORCING STEEL SHALL HAVE 2- CLEAR DISTANCE, UNLESS NOTED OTHERWISE ON PLANS. DESIGN DATA AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION (2002) DESIGN METHOD: LOAD FACTOR DESIGN LIVE LOAD: H825 TRUCK AND LANE LOADSr AND INTERSTATE ALTERNATE DEAD LOAD: ASSUMES 60 LBS. PER SO. FT. FOR BRIDGE DECK OVERLAY (30+21 FUTURE) REINFORCED CONCRETE: CLASS D CONCRETE: REINFORCING STEEL: CAISSON CONCRETE: CLASS BZ CONCRETE: REINFORCING STEEL: PRESTRESSED CONCRETE: CLASS S CONCRETE: PRESTRESSING TENDONS COPYRIGHT 0 2007 STANTEC D41AWM ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT )R LAND SURVEYOR TO C ALTER ANV ITEM ON THE DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THE DOCUMENT IS REOUIRED BY LAW TO AFFIX Hr. OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED F HIS OR 14ER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. f'C = 49500 Psi f'y = 60�000 Psi f'c = 4,000 Psi f'y = 60,000 Psi f'c = (SEE DETAILS) f1s = 270,000 psi THE FOLLOWING TABLE GIVES THE MINIMUM CLASS C LAP SPLICE LENGTH FOR EPDXY COATED REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED AT LESS THAN AN nN1 CENTER. BAR SIZE #4 #5 #6 #7 #8 #9 #10 #1 16-60 l'-10" 21-3* 2 1-8" V-60 40-5* 5 —810 SPLICE LENGTH FOR CLASS D CONCRETE WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPDXY COATED REINFORGEMENI MINIMUM LAP SPLICE SHALL BE AS DESCRIBED ABOVE. FOR BLACK REINFORCING BARS; THE THE FOLLOWING TABLE GIVES THE MINIMUM CLASS C LAP SPLICE LENGTH FOR BLACK REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED AT LESS THAN R% ON CENTER. #4 �#5 #6 #7 #8 ---T- #9 #10 BAR SIZE 10-4" 11-8m 2'—Ow 2 9-5" S—Ow 3'— 11 SPLICE LENGTH FOR CLASS D CONCRETE THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR BUNDLES AND 33 PERCENT FOR 4 BAR BUNDLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. ABUT. = ABUTMENT AH. = AHEAD B.F. = BACK FACE BK. = BACK BOT. = BOTTOM BRIG. = BEARING CLR. = CLEAR D.H.W. = DESIGN HIGH WATER E.F. = EACH FACE ELEV. = ELEVATION EQ. = EQUAL F.F. = FAR FACE GALV. = GALVANIZED H.B.P. = HOT BITUMINIOUS PAVEMENT H.C.L. = HORIZONTAL CONTROL LINE MAX. = MAXIMUM MIN. = MINIMUM N.F. = NEAR FACE PED. = PEDESTRIAN SPA. = SPACED STA. = STATION STR. = STRUCTURE TYP. = TYPICAL STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS FROM A GEOTECHNICAL REPORT BY TERRACON (TERRACON PROJECT NO.200250491 DATED JUNE 18, 2002) AND ADDENDUM NO.2 TO THAT REPORT. INDEX OF DRAWINGS ST-201 ST-202 ST-203 ST-204 ST-205 ST-205A ST-205E ST-206 ST-207 ST-208 ST-209 ST-210 ST-211 ST-212 ST-213 ST-214 ST-215 ST-216 ST-217 ST-218 ST-219 ST-220 ST-224 GENERAL NOTES SUMMARY OF QUANTITIES GENERAL LAYOUT ENGINEERING GEOLOGY CHANNEL IMPROVEMENTS PLAN AND PROFILE CHANNEL IMPROVEMENTS HYDRAULIC INFORMATION CONSTRUCTION & CAISSON LAYOUT CAISSON DETAILS ABUTMENT DETAILS WINGWALL DETAILS PIER DETAILS SUPERSTRUCTURE DETAILS PRESTRESSED CONCRETE BRIDGE RAIL EXCAVATION AND BACKFILL ABUTMENT BACKFILL PHASING PLAN APPROACH SLAB DETAILS SCULPTURE FOOTINGS BRIDGE DECK ELEVATIONS DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. W W CD W W 0 9 z (3 ::i z wa�: �- LLJ U CO W CD W n 0 0 0 ir cr 0- (3 za- C� W W -d —j 0 Ld 0 CD z 1, z .96 4 W U z CNI co 1i C4 EOc-400 2 Sw C4,, �9 E (1? Z 0 Z 10 - U-) 8 zoc�C-4 - - (n MOODOD Nt W U, r z 0= 0 � F- Ul U) u) C> C4 LL 1-- LL U) F- z W 2 W > co 0 W 0 0 0 z —009 -.11 9 <ZO 0zj-j W W-Jo �-00 z W ()0 - 0 uu�cl) CL z -j 9 U)O-j Ou--J 1xLL0 0-00 0 L) W cj)�� D W 0 W6LL It= Cl) 'PROJECT NO. 020-207 DRAWING NO. ST-201 36 26.4 cc 4i OE C1 Z4 C%j 0,2 CIO ".8 at +0 �' 9 L3 C-q k02 1 �� x qa� 10 V� a I J C.> . C E +0 v R' 0 LM 0 C COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF FORT COLLINS, AS IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE CITY OF FORT COLLINS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER LANS OF ALL ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE P HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE CITY OF FORT COLLINS, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 4. ALL SANITARY SEWER, STORM SEWER AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE CITY OF FORT COLLINS ENGINEER. 5. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED FORT COLLINS PRIOR TO BEGINNING CONSTRUCTION. BY THE CITY OF 8. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, THE UTILITY COMPANIES. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE CONSTRUCTION ACTIVITIES WITH THE FOLLOWING UTILITIES AND CITY DEPARTMENTS: CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPT. WILL BE REMOVING AND RELOCATING SIGNS, PLACING NEW SIGNS, MARKING THE PAVEMENT, RELOCATING TRAFFIC SIGNALS AND INSTALLING TRAFFIC LOOPS. CITY OF FORT COLLINS LIGHT AND POWER WHO WILL BE RELOCATING UNDERGROUND ELECTRICAL CONDUITS AND INSTALLING STREET LIGHTING. OWEST COMMUNICATIONS WHO WILL BE RELOCATING UNDERGROUND TELEPHONE LINES. EXCEL ENERGY WHO WILL BE RELOCATING UNDERGROUND GAS LINES, OVERHEAD ELECTRIC POLES, AND ELECTRIC LINES. PLATTE RIVER POWER AUTHORITY WHO WILL BE COORDINATING WITH CONTRACTOR DURING RELOCATION OF FORCE MAIN AT L-PATH STRUCTURE. TR BOXELDER SANITATION WHO WILL BE COORDINATING WITH CON ACTOR DURING MODIFICATIONS TO EXISTING SANITARY SEWER LINE. ELCO WATER DISTRICT WHO WILL BE REMOVING OR ABANDONING WATER MAINS. ANHEUSER BUSCH WHO WILL BE COORDINATING WITH THE CONTRACTOR DURING RELOCATION OF FORCE -MAIN. 9. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF WORK. ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A P R E- CONSTRUCTION AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY 10. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 11. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED UTILITY. BY THE WATER COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT IRSStI,�ALTEOSN OF LAW FOR ANY PE UN S ACT , LINDER THE DIRECTION OF LICENSED ARC1ITECTjPE PROFESSIONAL ENGINEER, LANDSC ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. JART - E ALTERS THIS )OC &NNIS REMOURED By LAW TO AFFIX HIS SEA NOTATION �ALMTEE"REO SLY-ANFDOLTLHOEWED By HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. GENERAL NOTES 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED 29. THE CITY OF FORT COLLINS WILL PROVIDE ALL OF THE QA TESTING REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL PAY FOR ALL QA INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED FAILING TESTS AT RATES BASED UPON THE COST OF SECURING SUCH TESTS FROM AN STATES. INDEPENDENT LABORATORY. 13. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 14. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL PLANS INCLUDED WITHIN SHALL BE FOLLOWED AND IMPLEMENTED. 15. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 16. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTRO L, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 18. 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CITY OF FORT COLLINS FOR CLARIFICATION, AND ANNOTATE THE DIMENSIONS ON THE AS -BUILT RECORD DRAWINGS. 20. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 21. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF FORT COLLINS INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 23. FOR THE PROJECT VERTICAL AND HORIZONTAL CONTROL, AS WELL AS THE BASIS OF BEARINGS, REFERENCE SHEET GN-106. ELEVATION DATA PER CITY OF FORT COLLINS VERTICAL DATUM (GROUND MASTER UNITS) (MARCH 2002) CONTROL POINTS: E-357 NORTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A SMALL BRIDGE OVER SPRING CREEK AT THE PROSPECT ROAD CROSSING OF THE COLORADO AND SOUTHERN RAILROAD, 339.6' SOUTHEAST OF CENTERLINE OF ROAD, 14.1' SOUTHEAST OF THE NEAR RAIL, 3' SOUTHEAST OF THE NORTHEAST END OF HEADWALL, 3' BELOW THE TRACKS. X-402 STAINLESS STEEL ROD 45.9' SOUTH OF CENTERLINE OF PROSPECT ROAD AND 16.4, SOUTH OF UTILITY POLE. 24. ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 25. CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. 26. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF FORT COLLINS BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. 27. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 28. NOT USED 30. THE CONTRACTOR WILL PROVIDE TRAFFIC CONTROL. THE CONTRACTOR MUST SUBMIT TRAFFIC CONTROL PLANS AND COORDINATE ALL TRAFFIC CONTROL WITH THE CITY'S TRAFFIC CONTROL COORDINATOR. THE TRAFFIC CONTROL PLANS MUST BE SUBMITTED AND APPROVED 72 HOURS PRIOR TO STARTING CONSTRUCTION AND BEFORE MAKING EACH MODIFICATION. FEES FOR PLAN REVIEW ARE PART OF TRAFFIC CONTROL BID ITEM. 31. THE CONTRACTOR MUST WORK WITH THE ADJACENT RESIDENTS AND PROPERTY JECT IT WILL BE THE SHARED RESPONSIBILITY (CITY & CONTRACTOR) TO COORDINATE AND OWNERS TO PROVIDE AND MAINTAIN ACCESS DURING THE DURATION OF THE PRO COMMUNICATE WITH THE RESIDENTS DURING CONSTRUCTION. 32. THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA AND PROTECT AREA RESIDENTS, MOTORISTS, BICYCLISTS, PEDESTRIANS, AND CHILDREN FROM WORK AREA HAZARDS. THE CONTRACTOR SHALL PROVIDE ALL WORK AREA SAFETY CONTROL DEVICES, SUCH AS BARRICADES AND SAFETY FENCE AROUND ALL EXCAVATIONS AND DROP-OFFS. WORK AREA SAFETY CONTROL DEVICES WILL NOT BE PAID FOR SEPARATELY. COST FOR THIS EQUIPMENT SHOULD BE INCLUDED IN THE UNIT COSTS FOR THE WORK ITEMS THAT WILL REQUIRE WORK AREA SAFETY CONTROL DEVICES. 33. THE CITY OF FORT COLLINS WILL PROVIDE THE CONSTRUCTION SURVEYING AND STAKING REQUIRED FOR CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE CITY SURVEYORS USING SURVEY REQUEST FORM, 48 HOURS PRIOR TO THE NEED FOR CONSTRUCTION STAKES. THE CONTRACTOR SHALL WORK WITH THE CITY SURVEYORS TO PROTECT ALL SURVEY CONTROL MONUMENTS AND SURVEY STAKES. THE CONTRACTOR MUST NOTIFY THE CITY SURVEYORS 24 TO 48 HOURS PRIOR TO THE REMOVAL OF A MONUMENT, IF SUCH A REMOVAL IS REQUIRED. 34. THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE CITY FOR THE SAFETY OF TRAFFIC OR PEDESTRIANS, BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAYS WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CLEAN THE ROADWAY AT NO ADDITIONAL COST TO THE PROJECT. THE CITY'S STREET DEPARTMENT CAN SWEEP THE STREET AT AN HOURLY RATE OF $70.00. THE MINIMUM IS TWO HOURS ($140.00) THE CONTRACTOR MUST SIGN A CONTRACT WITH THE CITY STREET DEPARTMENT PRIOR TO REQUESTING STREET SWEEPING IF THE STREETS ARE NOT CLEANED BY THE CONTRACTOR AFTER 24 HOUR NOTICE FROM THE CITY'S PROJECT REPRESENTATIVE, THE PROJECT REPRESENTATIVE WILL HAVE THE STREETS DEPARTMENT SWEEP THE STREETS AT A COST OF $70.00 PER HOUR. THE MINIMUM FOR URGENT RESPONSE IS FOUR (4) HOURS (S280.00). THE CONTRACTOR WILL BE BACK CHARGED FOR THE EXPENSES INCURRED. 35. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CONTROL DUST AT ALL TIMES. WATER SHALL BE USED AS THE DUST PALLIATIVE WHERE REQUIRED. THE COST FOR DUST CONTROL SHOULD BE INCLUDED IN UNIT COSTS OF THE WORK. 36. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING STREET IMPROVEMENTS. SIGNS, UTILITIES, LANDSCAPING, AND PRIVATE PROPERTY FROM BEING DISTURBED OR DESTROYED DURING CONSTRUCTION. FOLLOWING THE COMPLETION OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTOR WILL INSPECT ALL EXISTING IMPROVEMENTS FOR DAMAGE. ALL DAMAGE CAUSED BY THE CONTRACTOR WILL BE CORRECTED AND PAID FOR 13Y THE CONTRACTOR. 37. ELEVATIONS AND DISTANCES ARE TO THE FLOW LINE UNLESS OTHERWISE NOTED. 38. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLES AND VALVE BOXES TO GRADE, WHICH WILL BE PAID FOR ON A UNIT COST BASIS. 39. A TACK COAT OF EMULSIFIED ASPHALT (CSS 1h) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE BOND. THE TACK COAT (DILUTED) FOR THIS PROJECT SHALL BE I PART EMULSIFIED ASPHALT (SLOW SETTING) AND ONE PART WATER. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION AND INCLUDED IN COST OF WORK. 40. A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH WILL BE REQUIRED WITH EACH BITUMINOUS PAVER. THIS DEVICE SHALL BE USED ON ALL PASSES AND LIFTS OF BITUMINOUS PAVEMENT PLACED. 41. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT, THE CUTTING SHALL BE DONE TO A NEAT WORK LINE WITH A METHOD AS APPROVED THE ENGINEER. THIS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED A PART OF THE WORK FOR REMOVAL OF ASPHALT MAT. 42. THE USE OF PRIVATE PROPERTY AND CONSTRUCTION EASEMENTS SHALL BE RESTRICTED TO THE INTENDED PURPOSES 43, THE CONTRACTOR SHALL FIELD VERIFY ALL CULVERT LENGTHS PRIOR TO ORDERING PIPE. OWNER. THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH 44. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS SET FORTH HEREIN. 45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTANCE AND CONTROL OF ALL FLOWS INCLUDING STORM WATER AND GROUNDWATER FLOWS WITHIN THE PROJECT WORK AREA AND IN AND ENTERING THE EXISTING CREEK AND CHANNELS. 46. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS. 47. THE CONTRACTOR SHALL CONFORM TO ALL OF THE REQUIREMENTS SET FORTH IN THE U.S. ARMY CORPS OF ENGINEERS 404 NATION WIDE PERMIT WHICH HAS BEEN OBTAINED FOR THIS WORK. A COPY OF THIS PERMIT IS INCLUDED IN THE PROJECT SPECIFICATIONS. 48. ALL REMOVED ASPHALT AND CONCRETE FROM WITHIN THE ROW SHALL REMAIN THE PROPERTY OF THE CITY. THESE REMAINS SHALL BE HAULED TO THE HOFFMAN RD SITE LOCATION. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS HAULING. 49. ALL EXCESS MATERIAL AND ANY MATERIAL NOT ACCEPTED AT THE HOFFMAN SITE, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AT HIS EXPENSE. 50. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES". FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION WOOD-PE-132. ATTN.: PERMITS AND ENFORCEMENT SECTION, PHONE (303) 682-3150. ARIANCES TO STAND NONE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTLffY NOTRCA'nON CENTER OF COLORADO 1=800=922=1987 CALL 2 BLOWS$ DAYS N ADVAMM SWORE YOU M GRADE. OR EXCAVATE FOR THE MARKM oF LwDOMOUND MEMBER LITIILITIES. now W L) ix Cr W W W zz Cz W - a - � Ld �- Ld U I-- UI__ W Lq W a 0 z W W 0 Ix a- 0 m EC09 <Z 0 5 X-JO �_00 00 - LLj �_ U) 0-xz U) 0 --:i Ou--J xu 0 Q-00 L) W, cn�x X., Ic a 50- CD U W Cr LL 0 (n C3 z W z CD W Ix LU >_ C) _j 0 >- < z U O:i z CID C% 1 4 1 CM E u.' c\i c.D 2., c4 25 E "a Ln a? -0 d C� C\I co 0(m 05%, ; 6 C%j ILL. �_ ILL. PROJECT NO. 020-207 DRAWING NO. GN-103 4 W W :r co z 0 2 x 0 LL z z Wt _j LL W Oz WW 0 C - 284 rhzi E-:-wl C g o .41, z a. 0 E c e L 11 ox cn E 4) LD ID 3 - 0 L Cc, L AT C a wo 0 a. r� I CL> 0 DRAWNS at ffAhT40" J IS A VOL AtOft OF LAW FOR ANY PER", U%Lfss Arroctoww" THE DNFCTKA OF LICENSED ANCKJf CT- FIR(Ai5soNAL ENG"Eck LANTESC&PE kgrWECT. OR L&ND"VEYOR TO WIR ANY JfMON THIS DOCtAlIENT #4 ANY *AT Ago, LICENSE[ 040 ALTERS THIS, DOCUMENT Is Woupto OV k Alf to MFgj WSOAKRVAL AND THf NO I AT04 � at T F ki D By" ECK L 0*10 SIT 46 SIR f A WA& t"4f AND SPECA"L DESCROTON (A THE ALI'llIATONS. SUMMARY OF STRUCTURE QUANTiTIES ITEM NO DESCRIPTION UNIT SUPER STRUCTURE APPROACHES ABUT1 PIER 2 ABUT3 CHANNEL TOTALS 206 STRUCTURE EXCAVATION CY 224.8 106.9 1,830.0 2,161 �7 - 206 STRUCTURE BACKFILL (CLASS 1) CY 337.6 289.5 627.1 206 STRUCTURE BACKFILL (CLASS 2) CY 49.3 1 42.8 92.1 206 MECHANICAL REINFORCEMENT OF SOIL CY 337.6 289.5 627.1 206 TYPE 11 BEDDING CY - 350.0 350.0 206 TOPSOIL CY 315.0 315.0 403 HOT BITUMINOUS PAVEMENT (GR. S) (100) (PG64-28) TON 96.2 30.2 126.4 501 PERMANENT SHEET PILING SF 520.0 520.0 503 DRILLED CAISSON (30 INCH) LF 202.5 140.0 211.5 554.0 504 STONE VENEER SF 645.3 149.4 7943 506 GROUTED RIPRAP TYPE H (24-INCH) CY 1,150.0 1,150.0 506 GROUTED BOULDERS CY 330.0 330.0 514 PIPE RAILING (ALUMINUM) LF 178.0 178.0 515 601 WATERPROOFING (MEMBRANE) CONCRETE CLASS D (BRIDGE) SY CY 593.4 226.3 186.6 148.6 77.0 67.1 69.0 780.0 58&0 601 STRUCTURAL CONCRETE COATING SY 146.7 64.5 75.4 131.2 67.7 485.5 602 REINFORCING STEEL LB 2,227.0 11,366.0 2,197.0 15,790.0 602 REINFORCING STEEL (EPDXY COATED) LEI 32,940.0 19,136.0 2,246.0 35.0 2,071.0 56,428.0 606 BRIDGE RAIL, SPECIAL LF 178.0 56mO 234.0 610 COLORED CONCRETE MEDIAN COVER SF 1,602.0 - 504.0 2,106.0 613 2 INCH CONDUIT LF 534,0 168.0 702.0 613 4 INCH CONDUIT LF �-46-.O 140.0 585.0 613 5 INCH CONDUIT LF 445.0 0 140. � 585.0 613 !6 INCH CONDUIT LF 178.0 56.0 234.0 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EA 4 EE NOTE 1) 4.0 618 PRESTRESSED CONCRETE SLAB (SI-18) SF 8,540.4 8,540.4 NOTE 1 - TWO (2) CONCRETE FOOTINGS SHALL BE SET NEAR THE ENTRANCES TO THE NEW PARKING AREAS AT THE LOCATIONS AS DESIGNATED BY THE ENGINEER CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 R,800-922=1 987 C)kLk . ML "INE S� QA�S IN Al AWE BEFORE 0�, UIG CRADE OR E&CAVATIL fOR THE MARKIN0, OF UNE)EIRGVOUNC MEMBER UTILITIES z 0 LAJ x Oli j&j 7,') It a c Lj cr Tor w w 0 cl cl X C) LAE E- o-w 0 C) LIM U I.- w Z w Z 411 Ln z C-4 E -4 2 cc.4, z a LEE 0 z -6 0 C� cZj r- C-) co Co c wv cm LLJ C:-- Lu =0 0 z > 6rm- < X s3u ��i Lij _0 U) V) C'4 LL I- LL z LLJ w > F- 0 F- x z 0 < 0 w <zo 0 -1 -j 0 cr -j 0 0 0 ix co LLJ I.- LL CLXLE 0 0 LL cr of LL (Loc) >- CC o Lij LA- PLIGA C I NO. 020-207 R,%*W NO, ST -202 37 2 84 4--1 I co, Z,4 j 52 4-0 C 0 0 0 C' 0 E CL t ow a C 0 0 � 'i L w 0 r 0 CY C-i Cn r In In c -'0 0� R 0 Lo ca�o In '0 q 0 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT IS A VWATIDN OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEE8, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUWENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUNIENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION --ALTERED BY' FOLLOWED 8' HIS OR HER SIGNATURE AND SPECIFIC nFlZrRPTV)N OF THE ALTERATIONS. rLAN SCALE: 1"=10 1 89 $-OR BACK FACE OF ABUTMENTS R 2 19-3 5/8* 421-4 5/8" 1 42'-4 5/8" LL: BK. BRG.---� AH. BRG. BRG M BRG. V-1 1/2" V-11 1/2' PROPOSED GRADE 0 EAST STA. 52+11.87 PROSPECT RD CENTERLINE wll� EL. 4894.57 EL 4894.81 4895 4890-- 4885-- — — — - 4885.5 CAISSON� 4 4880-- (TYP.) - ESTIMATED 4875-- T.O. BEDROCK EL 4872.0 4870— ESTIMATED CAISSON 52+00 4' LOW FLOW CHANNEL --------------------- 100 YR. DHW 4888.70 2 TRAIL 2% ESTIMATED PIER TIP EL 4858.0 SECTION AT PROFILE GRADE LINE SCALE: 1"=10' TRAIL n is-3 5/8 a STA. 53+00.87 EL 4894.94 EXISTING tL ------- I Amfid—S ESTIMATED T.O. BEDROCK EL. 4872.0 (D CL 1r_r C_r so I r RIDGE a 1"%L"\A — _� 4895 Im I E5TIMATED CAISSON TIP RI L ILL---4�863O L 24*0 BOXELDE SAN. SEWER INVERT 4878.63 0 NE WINGWALL 53+00 STA. 53+02.24 M 4875 4870 Ir-r Ir-r LW Uve r HW. MR WAMVROOFM] M Fr/rT PGL IS AT TOP OF HBP PROJECTED TO C, 3* ABOVE CONCRETE DECK W_r our 70 off BS CUM M CURB H.C. L &— PROfU GRADE LK Ir-e Ir-o" Ir-OR 'r-r ME UK BIKE M SMAIX 9_r Ii BRIDGE & 50 CAST N FLCEi PEDESTRIAN CONCRETE RAIL .02 FT/Fr A— LIMITS OF STRUCTURAL CONCRETE COATING — PIER COLUMNS AND PIER CAPS — FACE OF SIDEWALK DECK EDGE GIRDER, AND BOTTOM OF BdE GIADER — EXPOSED SURFACES OF ABUTMENTS AND WIN(;WALLS. TYPICAL SECTION SCALE: 1"=10' STRUCTURAL LOCATION P.V.C. STA. 52+ ELEV. 4894.75 CURVE I PVl STA. 53+20 FELEV. 4895.15 PROFILE GRADE NO SCALE P.V.T. STA. 53+95 ELEV. 4894.75 DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 1 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800=922ol 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILrTIES. LINN W C3 Uj U W 0 W LLI z Z (3 .4 Z < a—, z 4 z 0 Ld i,- LLI i,- LLI I.— cc C:) I— 0 q 00 Uj 0 q W 9 z W� z 0 -C 4 UP) 0:6 ,a_ M 6 0.. 0: C; a L) z C' 1 4 04 E W) C14 co cn 2 86 c,',j c7) E z :2(jL?19 8 0 (D CN 04 L) 2000CO 9 L) uitt - W Lu 0=1"M U� z (0 ocy)� C) 0� 5� Lu 0..; 0 (a Cn U) C-4 LL I— LL Cn z W 7- W 0 x a. o 2 0 0(0* <ZO 0::i-j Of-jo I._00 00 - UJOQ_ K C00-i OLL-j IxLL0 CLO F L L) I W a W LL '�ROJECT NO. 020-207 DRAWING NO. ST-203 38 C " I 0 _j 9 W z W (9 _j ISE C) LL' 264 -Ir ao in 0 -0t Cz 40 On 00 �O coo E 4- 0 1 coo ,,C) 4.0 c 0 " 0 L m O,� C 0 0j I (A r= -a' 12 R L CW -!�,j L, no 11 C > IL! nlqk RING NO.13 4895 )N = 4889.5 4890 SUMMARY OF TEST RESULTS ATTERBERG LIMITS WATER SOLUBLE SULFATE (%) UNCONFINED COMPRESSIVE STRENGTH (ksf) SWELL w/ 1.0 ksf SURCHARGE SAMPLE LOCATION NATURAL MOISTURE CONTENT (%) NATURAL DRY DENSITY (PCF) GRADATION PERCENT PASSING NO.: 200 SIEVE BORING NO.: DEPTH (f eet) GRAVEL (%) SAND LIQUID LIMIT PLASTICITY INDEX t B-12 4889.5 5.4 NP NP B-12 4886.0 1 1.6 37.0 1 54.0 9.0 B-12 4881.0 B-12 4876.0 -2.8 1.6 B-12 4871.0 21.3 B-12 48866.0 17.8 B-13 4889.0 12.0 15.8 B-13 4885.5 NP NP B-13 4880.5 5.1 49.0 43.0 8.0 B-13 4875.5 15.3 B-13 4870.5 23.7 COPYRIGHT Q 2007 STANTEC DRAWING ALTERATION IT 9 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LCENSE[ WW ALTERS THIS DOCUMENT 6 REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY- FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC eSCRPTION OF THE ALTERATIONS. Me] 4875 MW CO Ld Lq W + �i CD C4 6- 19 In I �11 _j xW TB12 & 4885.5 CAISSON- (TYP-) ESTIMATED T.O. BEDROCK EL. 4872.0 52+00 AASHTO CLASS. SOIL OR BEDROCK DESCRIPTION SC: SILTY CLAYEY SAND WITH GRAVEL SW-SM WELL GRADED SAND W/SILT & GRAVEL SW-SM WELL GRADED SAND W/SILT & GRAVEL SW-SM WELL GRADED SAND W/SILT & GRAVEL CL CLAYSTONE/SILTSTONE BEDROCK CL CLAYSTOINE/SILTSTONE BEDROCK SM FILL MATERIAL: SILTY SAND W/GRAVEL SM FILL MATERIAL: SILTY SAND W/GRAVEL GP -GM POORLY GRADED GRAVEL W/SILTY & SAND GP -GM POORLY GRADED GRAVEL W/SILTY & SAND CIL CLAYSTONE/SILTSTONE BEDROCK 4' LOW FLOW CHANNEL 89 #-Do BACK FACE OF ABUTMENTS 11 PROPOSED GRADE 0 EAST C-4 Cq ROSPECT RD CENTERLINE Cr -------------------- =Lff= &��, 100 YR. DHW 4888.70 2 VQ-00- I 71111- NOW I 10' CONCRETE TRAIL ESTIMATED PIER TIP EL 4�� TYPE OF MATERIAL 0 TOPSOIL FILL WELL GRADED SAND W/SILT & GRAVEL POORLY GRADED GRAVEL W/SILT & SAND WEATHERED CLAYSTONE/SILTSTONE CLAYSTONE/SILTSTONE SILTY CLAYEY SAND W/GRAVEL 2' EXISTING UJI TB13___I-,- 48196-5 ESTIMATED T.O. BEDROCK EL. 4872 0 - t-*- 4895 4890 4885 '4880 '4875 '4870 ESTIMATED CAISSON TIP L L24-0 BOXELDER SAN. SEWER INVERT 4878.63 0 NE WINGWALL 53+00 STA. 53+02.24 LEGEND IIAE DRIVE SAMPLE BLOW COUNT, INDICATES THAT 11 BLOWS OF A 140 LBS HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 IN DRIVE SAMPLE, 2 INCH I.D. CALIFORNIA LINER SAMPLE. DRIVE SAMPLE, STANDARD PENETRATION TEST, 1 3/8-INCH I.D. STANDARD SPLIT SPOON SAMPLE. INDICATES P-V-C- PIPE INSTALLED IN BORING TO DEPTH SHOWN. 0 INDICATES DEPTH TO GROUND WATER AND NUMBER OF DAYS AFTER DRILLING THAT MEASUREMENT WAS MADE. � DEPTH AT WHICH BORING CAVED INDIC:A S BORING NUMBER AND APPROXIMATE LOCATION. Boring B_12 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL LITIUTY NOTIFICATION CENTER OF COLORADO 1m800m9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1- L) L) W 0 Z z W LLI LLI U Co Ui.- W CD W 0 0 ir (-i ir _; CIL (L W W =1 V) 0 LLI 1-- z W ID: Z Ci CW) 0 CID z D 0ccO U) 2 ORD cc,4) S E z :2dL?19 8 0 0) 04 CN - 0 2000CO 8 = 06 "t , r- 0 LLJ C W 1.- 2 0= ;0�;O: U) z > CI)OCOS �W C) U %-Lf ->i Lij o.;Z (a V) CO C-4 LL LL z W 2 W 0 Ir a- 0 2 0 E4 <ZO ozi-j W-jo I.-00 L)o (6 La, � Z- I C0 0 -1 OLL-j WLLO (L 0 C-) U L) W Cl) � W W (FrL<-O It WOLL I. 020-207 DRAWING NO. ST-204 39 C - I 0 0 -A 0 W 0 0 z z w W z �z w QD z E 10 -4 1 1 �! 0 r 40 Ic �! acz ii 0 c to 0 E > t a coo 11 4-0 c C) L 0 A-0 I 33 ga: a —(4886)— _(48 5) 2-4-(4(# =40 0 (/rS T�l VE E 3 NG PIPE AND INLET `-ANHCUSER-50�tH FORCE Do /��_MAIN SHALL BE RELOCATED 'THROUGH BRIDGE AND �9�HtANN REGION STA. 33+22.40' BEGIN GRADING 33+ 33+75-35 0 4 00 00 Do 00 It TYPE H GROUTED RIPRAP Q SEE SHEET ST-205A GROUTED SLOPING BOULD R DROP 00 SEE SHEET ST-205A TRAIL C SfA. 29 4 .3 -90000--- 1 BEGIN TRAIL W1 TURNDO 4900 4895 M; fro Emp NOR EMIR 4870 4865 al I mol COPYRICHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIDLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM DN THIS DOCUMENT IN ANY WAY. ANY UICENSCE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION 'ALTERED ay;NFOLL?MBY HIS OR HER SIGNATURE D SP eSCRIPTION OF THE ALTERATIONS. 33+00 32+50 i I r +00 IL WAI Won Jim =.OPOSED BRIDGE DECK M95__ BEEN REMOVED FOR CLARITY. CALL UTILITY NOTIFICATION 2.REFERENCE DWG. ST-206 FOR CURVE TABLE. CENTER OF COLORAW 1 m800=922ml 987 3.TRAIL SHALL BE 6w THICK THROUGH TURNDOWN SEC-nON. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HEC-RAS X-SEC 10 132221 /I///, llkl / PLAN AT CACHE LA POUDRE L PATH 1+50 31+00 w 30+50 4 0) +26.75 5) END TRAIL W/ m IRNDOW z JYM Z c:) 6 700 .04 Z::z z :F- V) �LLJ c� NEW CONCRETE I AIL 0 SAAI�� 0:2 :3 -0 03 zt E C9 I L) j5; IV 0 V) -uj 7-CACHE EXISTING PLATTE RIVER POWER -2 E 0 LA POUDRE L-�ATH AUTHORITY FORCE MAIN TO BE -0. CENTERLINE & PGL RELOCATED THROUGH CHANNEL 0 = 2 e :3 8 TYPE H REGION (D ROUTED RIPRAP 0 0 _E >, 2 E SHEET ST -205D W N US -BUS H FORCE— 0 AIN SHALL BE RELOCATED 0 o E HROUGH BRIDGE AND U) Irn s "o CHANNEL -REGION a 0 �vl 0 u cn 0 '_ cn E E " 0 .— � C w �g � 2 -wo 30+00 aonill 29+00 L EAST PROSPEC KEY MAP rAIP-- 1"=lnn 4900 Em ME mw Mm 4875 4870 4865 4860 1 28+50 0 20 40 1 1 HORIZ. 6WEjjjpN6j" I 0 10 20 1 1 vERT. L SCALE IN FEET co 0 0 ID N N 0 0 12� U`) CD C) > 0 w 4) 0� L > LL E w CD L 0 cn CD +_ 0 (n L z 0- 3-1: 6 - -cl (n > cr �w Ln -w I rn�Hjo I L) w L) ir w CD w w 0 g Z -a a Z [L �- LLJ LJ u co L) I- w 0 w n n (or) 0 0 cr (3 a: a. 0_1:� w UP V) LA V) It 0 LLJ >. CD 0 CO >- z w ED 3c � Cj 4 4 w L) cv) 0 CID c\l 04 E ") c%j OD 2 E 'a 8 0 cj - 0 CNO c v 08 5.9 c. c:I H rc; cl) C*4 LL LL U) I- z 0 0 <Zo 0 :i _j w-jo �_ou ()o - W I,_ cf) a_wK (no-i OLL—j XLLO 0_00 ui cf) Ix 0 <� 0 UJ 5 LL_ ROJECT NO. 020-207 DRAWING NO. ST-205 40 Lu _j FL 0 w (L 0 z z :5 (L z < W UJ w > w 00 W :) 0-0 a- 5Z LLI LL Z 1: C)< w < 284 9 C E , 0 r 0 L C�o C .,C) '1 0 0 C 0 L In 0 W COPYRIGHT C) 2007 STAINTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. 6�) C:) 6 C:) (-48 8 LO + -7— -zz_ 8807. 00 LZ I I 4 4— i �Z-:L 75) C0 CO `777-- LLJ < F- -=(478-767- 4, - C' %K x INI (4877)— x 00 (48 78) 2 k --(4879)� ..... ....... 2M CALL UTILITY NOTIFICATION CENTER OF COLORADO I w8MI9224 987 SEE r is FMMALETEIRS ILTAT TO CALL 2 BUSINESS DAYS IN ADVANCE KLY MAF OR HER SEAL AND THE BEFORE YOU DIG, GRADE, OR EXCAVATE "ALTERED SY' FOLLOWED By FOR THE MARKING OF UNDERGROUND SCALL 1"=1000' ENEEENNNEE� R SIGNATURE AND SPECIFIC MEMBER UTILITIES. .. -- -..- .. 1--- A M^IIIIIII I nArij CURVE CURVE DELTA RA16M e--NGT4HCHORD BEARING Ll 24*43'59' 321.56'U38,81' 137.731 S27*23'530E L2 43*01'08' 360.19' 0 , %270,44' 264.13' N15*05'23OW F -L3 21*59'34' 100.00' 38.38' 38.15' N17*24"iA'P DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec: is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. HEC—RAS X—SEC 10 0 210 40 ORIZ. 0 10 20 1 1 1 VERT. 1111111161111�� SCALE IN FEET 11,11911 II- U W W LD W W 0 z Z .4 2:5 Ig Wx �z �- LL1 �-[-u L) DO L4- W CD W �V) 0 (3 0 cr a- W V) II- V) 0 LIJ Q� �4 0 z LLI W C) W. 10 M CIIj .4 4 CV) 8 C*4 E c,4 coo C-,4 A E (5 U? 8 a) C4 04 - L) 00 Clot 9 crt It CIO :).- 0 1.- B =rI 0 LL III LL a I W 0 x a- z W 2 z < W z 0 (L 0 U) 1: F- z in CO LLj (L <ZO 0:3 � 1 _5 W-jo W W > Cr- �-00 00 LM W =) 0-0 a. Z OM d- co 0 -j OLI z F. WLLO a-00 .4 W 00, z W W � C0 U- z x 2: < 52 < — 0 (.) (L W LL "PROJECT NO. 020-207 DRAWING NO. ST-205A 41 z .4 0 Ix J 0 E Le > ti C LW C 13.73' BENCH 10.0' PATH ELEV: 4884.0 WALK/TRAIL W/ TURNDOWN SEE DWG S 05D T FOR DETAI z 205D 7 94EET PILE SEEPAGE CUTOFF SEE AND SHEET PILE W X-MIN THICKNESS, 6- OFFSET, LOCKJOINITS DETAIL SHOWS SHEET PILE AT DROP CENTERLINE. SHEET PILE WILL BE DEFLECTED IN BOTH DIRECTIONS AS SHOWN ON MAN. TRAIL W/ TURNDOWN SEE DWG ST FOR DETAII_7�205D *-- 1OO—Y7RHYD EPTH 4.4' 7 TOP OF RPRAP ELEV: 4885.0 1.3' MIN. TYPE H GROUTED RIPRAP GROUTED BOULDERS--/ COMPACTED CLAY MATERIAL - TWO CENTER BOULDERS TO BE PLACED AT ELEV'4581.5 TO FORM A LOWFLOW CHANNEL TO DRAIN THE UPSTREAM law CULVERTS SEE THIS SHEET FOR SECTION DETAIL 15.0' CREST ELEV 4084.0 COVER r INS17U MATERIAL DEPTH &0' 10.9, 15.0 GROUTED ABUTMENT ELEV' 4884.0 2.0' MIN. CLAY SUBGRADE TOP OF ROCK ABUTMENT ELEVATION EQUALS CREST ELEVATION PLUS 4.0' MIN CON71NUE BOULDERS OR SOIL RIPRAP HORIZONTALLY TO SLOPE INTERCEPT. EST SECTION OKING DOWNSTREAM 6 1b 20 011111111111M SCAUD Ion 1W TOP OF BOULDER ELEVATION AT T14E SHEET PILE LOCATION-4W.3 —DROP FA C LENGTH = 34 300 MIN STACKED GROUTED BOULDERS, STAGGER AND PLACE FLAT TOPS, NO POINTS LIP. MAY USE I OR 2 LEVELING ROCKS PER BOULDER 10' DROP BASIN q ELEV - 4876.0 410 MAX 20 TO 5* VOIDS. GROUT THICKNESS = 20" 10 WEEP DRAIN, SEE DWG ST FOR DETAIL( L2! CLAY suBGRADE ZONE DOWNSTREAM OF CUTOFF SANITARY SEWER 360 MINIMUM GROUTED BOULDER SILL (LOW FLOW ELEV 4876.5) GROUTED SLOPING BOULDER DROP STRUCTURE PROFILE ks,;&$,A TYPE H GROUTED RIPRAP 10' TRAIL ELEV' 4881.5 SEE DWG ST-7_Z051) FOR DETAIL(�) 5�:l *S1 3' THE END SILIL WILL BE CONSTRUCTED USING 36* 0 BOULDERS EXCEPT AT THE LOW FLOW CHANNEL WHERE THE SILL IS DEPRESSED 60 FOR 4.0' WIDE; USE 30- BOULDERS. PROPOSED GRADE AT BOTTOM OF LOW FLOW CHANNEL THROUGH BRIDGE ID TYPE H GROUTED RIPRAP DEPTH = 24" WITH H 6" TYPE 11 BEDDING S W 0AX O1."j,*A3ER AND MAINTAIN S CONTRACTOR TO CONTROLGIR STABILITY. COMPACT SUBGRADE, EXCAVAV5,�-We%�_� LOOSE MATERIALS. WORK IS PART OF WATER CONTROL AND GROUTED BOULDERS. PLACE AND CROWD SMALL RIPRAP FOR STABILIZATION, AS NECESSARY. EOSP E". 4881 18* MIN. SHEETPILE CAP — SEE DETAI LOW FLOW CHANNEL ELEVATION AT TOP OF BOULDERS 4881.3 PT 600 V GB E". 4881.0—j TOSP ELEVI 4879.3 SHEET PILE CUTOFF 6 1b 9CMA 11% 1W DRAWINGS OF RECORD PT 608 COVER 3" INSITU MATERIAL SEE SHEET ST-205D ELEV' 4883.0 -L�GB ELM. 4880.75 —GB ELEV' 4880.75 2' MIN. GROUTED BOULDERS, MIN. GROUT THICKNESS 11.0' IMPERVIOUS CURTAIN TOSP-4879.3 These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 400w922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 W 1 0 W cli I 0 U 0 LIJ 5; LL Uj 0 U) z > Cr 0 1 1 1 1 0 1 (LI:I I Ln -q- In MW W :3 W z W < z z z LL W Ld W n Uj V) Z < III: �,C 0 4 cr a- Q� OC) r� U 0 (n c') 0 rD C4 IL C%4 E LOO c-4 2 co c04) v) E *0 U?98 z 0 C*4 004 C oil* 0 (0060, Q':�Irr I C) x C).; 0) M 04 U_ F— U_ A" 9"1%& U) z W 2 W > 0 0 0 Ecog <ZO 0 -:i _j Ix-jo 1.- 0 L) 0 wi.-U) a-WZ q)0zi OLL WLLO H.00 L) W 0< 0 a: a� W51LIL U) I'_ z W 22 W 0 > 0 W L) A W ig ad 3C _j W 4r W _j nz — ILL Z 0<0 '< I- C.) "PROJECT NO. 020-207 DRAWING NO. ST-205B 42 C z 0 z Vol" 0 E 4-0 ON C a '0 0 L M C 14.2' OF RIPRAP 488&0 TYPE H GROUTED RIPRAP D50=12" DEPTH=2.0' WITH 6" TYPE 11 BEDDING GEOTEXTILE FILTER FABRIC OR APPROVED EQUAL TOP OF RIPRAP RIM (WE PLAN VIM 2riTIMCK TYPE M t SOIL RIPRAP TRAIL W/ TURNDOWN SEE DWG ST- 5D FOR DETAIL z 205D 14.0' BENCH LEFT BANK RIPRAP PROTECTION WITH TRAIL 10' CONCRETE TRAIL TRAIL W/ TURNDOYM SEE DWG 5D C 'T 0 S FOR DETAIL /7-2-- 0111110M WA lam A BENCH ELEV. A MIN. 101T WIDE CONCRETE TRAIL A ELEV 4881.0 UNDER RE LOOKING DOWNSTREAM DETAILS A 3r TOPSOIL ARIFY 1' OF SOIL AND SC RECOMPACT TO 95% PER ASTM D968 (TYP) GROUT TO OCTEND Up SLOPE 6.01 VERTICAL (MIN.) LAX2 EXISTING GRADE 60 MIN HEIGHT VARIES I SINGLE SMALLER BOULDER (1.5') UNDER FACE BOULDERS FOR SUPPORT WHERE LESS THAN 1.0' OVERLAP GROUT THICKNESS 20" (TYP) BASIN ELEVI 4876.0 COMPACT FIRM SUBGRADE UNDER GROUTED BOULDERS TYPICAL STACKED GROUTED BOULDER OVERSTEEPENED SLOPE (2:1 TO 3: 1) DETAIL LEFT BANK TRAIL DETAIL SCAM- HOR. 1- = 0 VIER. 1 = 3' DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this t responsible information is believed to be reliable, Stantec is no for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 3/4- ANGULAR ROCK WEEP DRAIN FILTER MATERIAL MINIMUM 6*—/ THICKNESS SURROUNDING PIPE SYSTEM AT ALL POINTS PLACE APPROVED JIMIN GEOTEXTILE FILTER FABRIC OVER AND UNDER 3/4- ANGULAR ROCK TO PREVENT CONTAMINATION BY GROUT AND SOILS e PERFORATED MANIFOLD PM PROVIDE dC TEES To LATERAL PIPES AND END CAPS AS REQUIRED. ELEVATION-4878.0 4.6 6"' MIN. /COVER TOP AND BOTTOM OF PIPE END C110N -------------------- �5C 2 0 1 amom sum 10- 10.0 LOW FLOW PROPOSED CHANNEL BOTTOM 4.0' TYP- 4.0' TYP. GROUT TID EXTEND UP SLOPE 9.0- VERTICAL (MIN.), MAX HE] 11.0' EXISTING BASIN ELEV' 4W6-0 2' MIN 24* CHANNEL ELEV 4876.5 MAX ELEV. 4887.0 FACEOF BOULDER WITHIN 12* INCHES OF DESIGN PLANE ZO �Y-w -q > 21.0 TOP OF RIPRAP 4887.0 011 TYPE H GROUTED RIPRAP D50=18w DEPTH=2.0' WITH 6" TYPE It BEDDING GROUT THICKNESS 1.5' (TYP) GEOTEXTILE FILTER FABRIC OR PERPENDICULAR APPROVEDEQUAL TO SLOPE (TYP) N WITH LOW FLOW RIGHT BANK RIPRAP PROTECTIO COMPACT FIRM SUBGRADEUNDER GROUTED BOULDERS TYPICAL STACKED GROUTED BOULDER OVERSTEEPENED SLOPE (2: 1) DETAIL SCALE. HOR. 1* = VIER. 11" = RIGHT BANK ABUTMENT DETAIL 4!0 NON-PERFORAIIED LATERAL PIPES SPACED 5' O.C., MAXIMUM SLOPE AT 1% TO DAYUGHT PIPE ALIGNMENT MAY BE GROUT CURVED SLIGHTLY TO FIT BETWEEN FBOULDERS. APPROX LENGTH 15.0' SMALL COVER ROCK GROUTED IN PLACE 0111119MIL WA Iffin PLACE GROUTED BOULDERS AND RIPRAP IN UFTS. ADJOINING UPSTREAM AND DOWNSTREAM BOULDERS TO INTERLOCK. PLACE IN RANDOM PATTERN. WET AND COMPACT WITH EXCAVATOR BUCKET AND/OR OTHER SO THAT THERE SUITABLE EQUIPMENT ARE NO VOIDS AND MATERIAL IS TIGHTLY COMPACTED. ENCASE PIPE END IN GROUT AND DAYUGHT BETWEEN BOULDER TAPE END DURING GROUT PLACEMENT PIPE HEAD INVERT ELEVATION; IMIZE -4877.7. TRIM PIPE END TO MI PROTRUSION. QRAC�r CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800w9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. V) W W z 0 -< Z z LLJ Ld cc Z3 ui-- W z -< W )rn 90 it �z 0 ir .4 cr 4 0 1.2 0 Ce) 0 C14 E 10 c-4 00 2 c,,:',N, Cf) E Lo Z C� C'j 2 0 CID (Ito uo:--- 1- 0) 0) 0.; C%j U- U. U) I-- z ULI LU > 0 0 U) z W <ZO -,5(0 Ozi-i W -j Q�-jo I.-OL) > < 0 F- (jo - wi.-Co W LU 0-0 a-ryz 0206 00-1 OLL-j Cr- 0 _j (0 W z 1 LL a- A 0 nz 0 W W:w Z I.- < q X <50 LLI Ii Lij 0- e�R 020-207 DRAWING NO. ST-205C 43 C NEC z Ix 0 L.� 121 0 E 11 CO 0 r L C PW y 205C W M PLACE GROUT TO WITHIN 3' TO G* OF CREST ELEVATION BETWEEN ADJACENT BOULDERS ACROSS CREST. INTENT IS M KEEP GROUT DOWN EXCEPT ALONG *CONTROLM. THE OCONTROL7 CAN ZIG ZAG BETWEEN ADJACENT BOULDERS TO AVOID LARGE EXPOSURE OF GROUT. PLACE TYPE M PLANTED " I RIPRAP AFTER GROUTING. Kl\ 0000-- �!qz= 919I.M. ON BOTH SIDES NL3—INCH HOLE IN SHEETPILE WITH #5 01 0-6a IM VIOUS CURTAIN USING IS* MIN. GROUT. COMPACT 2' CLAY SUBGRADE ZONE. INSTALL SHEETPILE TO ELEVATION 18"-24" BELOW CREST. EXCAVATE TRENCH, PLACE BOULDERS UPSTREAM AND DOWNSTREAM OF CREST WALL BOULDERS MAY REST ON SHEETPILE — PLACE GROUT TO FORM CONTINUOUS SEAL BETWEEN BOULDERS AND CUTOFF. SUBGRADE SEEPAGE CUTOFF DETAIL WITH SHEET PILE W;W�m I W T 10' TRAIL #W2 " OC (10 BOTH WAYS* Ix TOWARDS CHANNEL BOTTOM 111-1 (2 EA) 3* CLEAR TOP OF BOULDER ELEVATION AT THE SHEET PILE LOCATION-4881.3 r CLEAR f4 (2 E) SCARIFY V OF SOIL AND RECOMPACT TO 95X PER ASTM D968 (TYP.) TRAIL WITH TURNDOWN DETAIL N. T. S. CRUSHER FINES. 30 THICK CAST CONCRETE AGAINST RIPRAP STA. 29+43.34 TO STA. 33+26.75 COST OF REINFORCING STEEL, 6" CONCRETE THICKNESS, CRUSHER FINES, AND TURNDOWNS SHALL BE INCIDENTAL TRAIL CONSTRUCTION. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. TO CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800w9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. d W 05- W :3 0 VI L) Uj V) cr U cr -d 11 cr W cr Ld z W a < z 3 -d z z .4 z W LLI 2 1- > I- LLI M =1 W ZD W Z <r LA) V) x a. (Ln ir 0 U ch Z: C' 1 4 1 E�!,OD 2 'oD c-,4 c5 E -0 -L?q 8 75 0 C-4 - 4 Co M L) C&D 't .r- c6ilz 5.S (5 to, 0=r.- 0) 0 0) C) 0,:.:- 0 ;'5 M 04 LL �- LL (1) F— z W 2 W 0 x a. 0 M a E4 <ZO 0 --j -i W-jo 0-Wz C/)O-j OLL-j W-LLO (L00 W , cr LL LLJ50 rPROJECT NO. 020-207 C0 I-- z W 2 co W 0 W W 0-0 W ozo U- z I.- 0< b Wx LIJ DRAWING NO. ST-205D 44 N 1 1+f J I m a Ey of 0 C m1 z r C O v 0 Le E a 10 Ln I m 0 0 N M 0 kol 0 94- caA Wz' ow, Ot a �0 VC �0 4ce I I CL '0 C2 t C) C 10 N 0 L In r qj I jr, 0 39 ic cli 40 0 0 0 0 a cli 12 C1.1 Ln 00 ' E .ol a O'D :p 0 a c 4' C') -a' 0� 2 Lo O'D - t'n 0" :;: C 0 IL S: DISCHARGE — FREQUENCY CURVE 5000 4000 00�% V) LL_ 0 3000 2000 1000 — 0 1 1 2 5 10 25 50 100 RETURN PERIOD (YEARS) RETURN EXISTING PROPOSED EXISTING PROPOSED PERIOD DISCHARGE DISCHARGE STAGE STAGE (YEARS) (CFS) (CFS) (FT) . (FT) 50 1865 1865 N/A 4885.4 100 3980 3980 N/A 4888.7 ELEVATION OF THALWEG = 4797.10 ALL ELEVATIONS TAKEN AT UPSTREAM APPROACH SECTION FOR PROPOSED STRUCTURE. DISCHARGE INFORMATION SOURCE: ANDERSON CONSULTING ENGINEERS, FT COLLINS 970-226-0120 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALIEARTEUDREBYANFOSLLPO Y HIS OR HER SIGN 0 EMS eSCRIPTION OF THE ALTERATIONS. j smej z 0 F— 4892 0 Uj V) 0: 488 0 W CL CL < 4881 LL_ %%_-0 4880 V) 4876 STATE — DISCHARGE CURVE 0 1000 20OU )UUU DISCHARGE (Cfs) HYDRAULIC DATA AVERAGE CHANNEL SLOPE = 0.001 FT/FT MANNING'S IN' CHANNEL = 0.04 OVERBANK = 0.05 COMPARISON OF HYDRAULICS AT APPROACH SECTION OF PROPOSED STRUCTURE, STA. 31+72 VELOCITY FREEBOARD WSEL PROPOSED 8.5 FPS 3.6 FT 4888.7 GEOTECHNICAL DATA 5000 BOTTOM MATERIAL El COHESIVE 0 NON -COHESIVE BOTTOM MATERIAL PARTICLE SIZE 11 CLAY El SILT 0 SAND El GRAVEL 11 COBBLES El STREAM PLANFORM 11 STRAIGHT I MEANDERING 11 BRAIDED CHANNEL STABILITY: 0 STABLE El AGGRADING 11 DEGRADING ICE: El YES 0 NO DUNKNOWN NOTE: CLAYSTONE/SILTSTONE HARD TO VERY HARD WAS ENCOUNTERED AT ELEVATION 4872.0 OF BORING NO. 12 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTIL" NOTIFICATIION CENTER OF COLORADO 1 400W,,9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. MEN W V) W L) W 0 W W z � 0 0 z -J Z4 '4 z _j C) LLJ w Cr Ld 0 W DO W I-- z 0 W Z CD 3r L) .4 .4 fL C3 ix 0. tr 6. _0 L) (A z C, 1 4 Ein, 00 2 Soc,`, m' E Z 'a V)C? 8 0 Z 75 0 C� 04 - 0 0 00 Cqo COD w w CD 0 2 0 z 05 01 x a) cc W 0) ; (n 04 LL �- U_ I I S16 z W 2 w 0 0 EU4 <K0 0-3-3 W-jo �_00 ()o - Uj �_ (n (Lofz q)0zi OLL—j WLLO CLOU W 0 K LU5LL "PROJECT NO. 020-207 DRAWING NO. ST-206 46 z 0 0 LL z 00 W C . 1��18 4 IJ W 10- 0 1 z C .4 (x LWAJ 0 E "o 0 > coo 4- 0" C V L m 0 C 0 kol Ito's 1A 06 EAST PROSPECT PAVEMENT SECTION THICKNESS (INCHES) ASPHALT CONCRETE ASPHALT CONCRETE AGGREGATE PORTLAND TOTAL PAVEMENT ROADWAY AREA SURFACE SURFACE BASE CEMENT THICKNESS GRADING S GRADING SIG COURSE CONCRETE REQUIRED EAST PROSPECT 2-1/2 4.0 6.0 12-1/2 ROAD DRIVEWAY 4.0 6.0 10 TEMPORARY 4.0 6.0 10 PAVEMENT I PAVEMENT THICKNESS DESIGN ASSUMPTIONS STREET NAME/ 18 kip EDLA ESALs 20 YEAR RELIABILITY INITIAL TERMINAL S-20 STREET TYPE SERVICE —ABILITY SERVICE —ABILITY YEARS DESIGN EAST PROSPECT ROAD 500 3,650,000 90 4.5 2.5 3.21 4 LANE ARTERIAL - R VALUE = 25 (MIN.) - MAXIMUM HBP LIFF THICKNESS = 3 INCHES GRADING S 4 INCHES GRADING SG DRIVEWAYS AND TEMPORARY PAVEMENT SHALL BE HBP (100)(PG 58-22) COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTM UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX 141S OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC ,DESCRIPTION OF T14E ALTERATIONS. i GEOTECHNICAL INFORMATION NATURAL AREAS GENERAL NOTES 1. NATURAL RESOURCES REPRESENTATIVE MUST BE IN ATTENDANCE AT THE PRE -CONSTRUCTION MEETING TO MEET THE CONTRACTORS, DISCUSS THE IMPORTANCE OF THE RESOURCE PROTECTION REQUIREMENTS, DISCUSS THE CONSTRUCTION SCHEDULE AND ESTABLISH LINES OF COMMUNICATION TO BE USED DURING CONSTRUCTION. 2. MAINTAIN ONGOING COMMUNICATION WITH NATURAL RESOURCES REPRESENTATIVE DURING CONSTRUCTION TO COMMUNICATE PROGRESS, CHANGES IN SCHEDULE, PROBLEMS, AND PERIODIC INSPECTIONS. 3. ONCE THE PROJECT HAS BEEN COMPLETED THE NATURAL RESOURCES REPRESENTATIVE MUST INSPECT THE PROJECT SITE TO VERIFY THAT THE PROJECT WAS COMPLETED AND THE SITE RESTORED ACCORDING TO THE PLANS AND AGREEMENTS. ONCE ACCEPTED, NATURAL RESOURCES WILL TAKE OVER THE VEGETATION MAINTENANCE. 4. PROVIDE NATURAL RESOURCES WITH DRAWINGS OF RECORD WITHIN SIXTY (60) DAYS AFTER THE COMPLETION OF THE IMPROVEMENTS. 5. NOTIFY CITY OF FORT COLLINS ONE MONTH PRIOR TO CONSTRUCTION AT NATURAL AREAS, SO THAT THE NATURAL AREAS CREWS WILL HAVE TIME TO SALVAGE EXISTING PLANTS AND SHRUBS FOR TRANSPLANTING TO OTHER SITES. 6. REMOVE, STORE, PROTECT AND REPLACE ANY NATURAL AREAS MAN-MADE STRUCTURES (e.g. KIOSKS, RAPTOR PERCH POLES, PRAIRIE DOG BARRIERS AND FENCING) WITHIN THE LIMITS OF DISTURBANCE. 7. REPAIR ANY DAMAGE TO CONCRETE BIKE TRAILS, FENCES, PARKING LOTS, OR ANY OTHER IMPROVEMENTS CAUSED DIRECTLY OR INDIRECTLY BY THE CONSTRUCTION. REPAIR/REPLACE IMPROVEMENTS IMMEDIATELY TO CURRENT CITY STANDARDS, INCLUDING MATCHING THE COLOR OF CONCRETE. 8. INSTALL AND MAINTAIN CONSTRUCTION FENCING TO MARK THE EASEMENT LIMITS (LIMITS OF DISTURBANCE) ON THE SITE. A NATURAL AREAS REPRESENTATIVE MUST APPROVE FENCE LOCATION PRIOR TO ANY CONSTRUCTION. 9. HAVE EROSION CONTROL MEASURES IN PLACE AND APPROVED BY A CITY REPRESENTATIVE PRIOR TO ANY CONSTRUCTION. 10. NOT USED, 11. STRIP THE TOP 2 INCHES OF TOPSOIL FROM THE ENTIRE CONSTRUCTION EASEMENT AND REMOVE THE TOPSOIL FROM THE SITE TO REMOVE THE NON-NATIVE VEGETATION SEED SOURCE.THEN STRIP 6 INCHES OF SOIL FROM THE AREA TO BE EXCAVATED AND STOCKPILE SEPARATELY. WETLAND AND UPLAND SOILS SHALL BE STOCKPILED SEPARATELY FROM EACH OTHER. THE TOPSOIL SHALL BE PLACED IN 8 INCH LAYER ON TOP OF THE SUBSOIL IN THE CORRESPONDING ZONE IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION. 12. CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS. IN ADDITION, ANY TRENCH LEFT OPEN AT THE END OF A WORKDAY SHALL BE FENCED TO PROVIDE PUBLIC SAFETY. 13. COMPACT BACKFILL IN TRENCHES TO 95% STANDARD PROCTOR DENSITY. TESTING OF BACKFILL WILL CONFORM TO PROJECT SPECIFICATIONS. AFTER COMPACTION TO FINAL SUBGRADE (6" BELOW FINISH GRADE), THE TOP 6 INCHES OF SUBSOIL SHALL BE RIPPED, AND THE PREVIOUSLY STRIPPED AND STOCKPILED TOPSOIL MATERIALS SPREAD EVENLY OVER THE EXCAVATED AREAS. SOILS IN BACKFILLED AND COMPACTED, TOPSOILED TRENCHES SHALL MATCH THE GRADE OF THE SURROUNDING UNDISTURBED AREAS. 14. SET ALL MANHOLE COVERS, VALVE LIDS, VAULTS, ETC. BELOW OR FLUSH WITH FINISHED TOPSOIL SURFACE. 15. AREAS WITHIN THE LIMITS OF DISTURBANCE THAT HAVE BEEN DRIVEN OVER, COMPACTED OR RUTTED BY EQUIPMENT SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND REGRADED TO ORIGINAL GRADE AND CONTOURS. 16. MEET WITH A NATURAL RESOURCES REPRESENTATIVE TO DISCUSS AND GET APPROVAL OF THE FINAL GRADING AND THE SEEDING/MULCHING PROCESS WITHIN NATURAL AREAS PRIOR TO RESEEDING. SEED ALL DISTURBED AND TOPSOILED AREAS WITHIN NATURAL AREAS WITH A SEED MIX OF NATIVE SPECIES SPECIFIED BY THE CITY. THE SEED SHALL BE DRILLED INTO THE SOIL AN APPROPRIATE DEPTH FOR THE SPECIES IN THE MIX AND EXISTING CONDITIONS, USING A RANGE DRILL (NOT A BRILLION). IMMEDIATELY FOLLOWING SEEDING ROLL THE SEEDED AREAS WITH A GOATS FOOT ROLLER TO LIGHTLY COMPACT AND IMPRINT THE SOIL. THIS REMOVES AIR VOIDS, PROVIDES BETTER SEED -SOIL CONTACT AND PROVIDES INDENTION'S IN THE SOIL THAT WILL CAPTURE MOISTURE. THESE SEEDED AREAS SHALL THEN BE HYDROMULCHED IN ACCORDANCE WITH THE CITY'S STORM DRAINAGE DESIGN CRITERIA AND CONSTRUCTION STANDARDS. FOLLOWING FINAL GRADING AND INITIAL SEEDING OF THE NATURAL AREAS CONSTRUCTION EASEMENT AREA AND ACCEPTANCE BY THE CITY, THE CITY SHALL BE RESPONSIBLE FOR ONGOING VEGETATION MANAGEMENT, INCLUDING WEED CONTROL, MOWING, AND RESEEDING, AS NEEDED, IN AREAS DISTURBED AND SEEDED IN ACCORDANCE WITH THIS PARAGRAPH. ROSPEC ROAD NO. A� N 0 7 WOMEN BORING LOCATION MAP SCALE: 1 19 =500 9 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UMMY NOnFICA*nON Ce4TER OF COLORADO 1=800=922=1987 CALL 2 BLISINEW DAYS IN ADVANM BEIFORE YOU DKL GRADE, OR EXCAVATE FOR THE MARKM OF UNIDERMOUND MEMBER UrLrrE& INNER I I N I N IRAN W =1 I- Ln In L) W In 9; L) ir cr W W W 0 x 4 LLI <3 z z W z 4z: Z — M 0 LLJ _j — �- LLJ � Ld CO >- < L) L) I— W n (/) L) I.— W � 0 z < Of W In 0 ir C:� OL 0 xr� 0- in :i .4 0 (.) V) Z cr) C, 1 4 EL0,D0 2 D35 N,, A E Cj 1? 19 8 0 cc 04 CQD1 "t r :3 = 0 75 (1) a) �Cyl C%j LL U_ S] z LLI 2 W 0 0 :kzo ozi-i Of -jo 1.-0() 00 W ULL� Of LLO 0-00 L) W Cn 5- W LL r PROJECT NO. 020-207 DRAWING NO. GN-1 04 5 W W X: C0 z 0 0 LL 09 z Ft _j 0: 409 LL W Oz -W M, zm VO r,C) ale cr 40 n C CY j 0 :3 ca OE 10 4- Lo 0 C 3t 0 0 (10 rn 0 a 0 0 0 1-1 -1 Ln r= 0 a to 2: Ln C: 0,08 -0 � " LO C,0 . 'm 2 :;7. C ra. 30*0 CAISSON (TYP-) S88031�26.8V 52+00 BRG. ABUT. 1 STA: 52+13.17 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION rr 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER TNE DIRECTION OF LICENSED ARCWTECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHTECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON T146 DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REDURED BY LAW TO AFFN HE OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC �IDESCRIPTION OF THE ALTERATIONS. .-I LOS r-a- k 30*0 CAISSOI (TyP. cot lb 'Iry STA: 5: CAISSON LAYOUT 30*0 CAI' BRG. STA: 5� 0 0 '(10 - I 0) Do Do Li 0 M 240-15y2" SW31'26.8V 52+00 (� BRG. ABUT. 1 STA: 52+13.17 -H.C.L. N 86'-4y4" 241-8y2m 18' A C14 WINGWALL 3 — — — — — — — — — — - - — - — - — - — - — - — - -- — — — — — — Ar� — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — ------------- 75 -D f? CL. Lr) — - — - — - — - — - — - - — - — - — I % \ -46- - AI I \ ------------- BRIG. ABUT. 3 An - — - — - — - — - — - — - STA: 52+99.57 - — - — - — - — - — - — - H.C.L. G9 - — - — — - — - — - - — - — - — - — - — - — - kGil -- — - — - — - — - — \T - — - — - — - — - — - — - & %�� k (� P I 7ER 2� STA: 52+56.37 - — -- - — - — - — - — - — - — ----------- ------------- \44 14 - — - — - — - — - — — - — - — - — - — - 1 - — - — - — - — --- - - — - — - — - — - — - — - 1 — - — - — - — - — - — - — - — - — - — - — - - 19 - — - — - — ---- — - - — - — - — - — - — - — -- 2 - — - — - — - — - — - — - C`4 WNGWALL 2 A7 18' -C-4 43#-23 43#-23 24 -8y2w /8 /8" PIER 2 BRG. 1351-93/An CONSTRUCTION LAYOUT A "E. PROSPECT ROAD" SIGN ETCHED INTO FACE OF BRIDGE, CENTERED OVER PEDSTRIAN PATH, TYP. BOTH SIDES. SEE DWG. ST-214 FOR DETAILS. CONCRETE FOOTING FOR SCULPTURE SEE DWG. ST-219 FOR DETAILS DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec: is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. BRIG. N WINGWALL 4 2 4'- 8)/2 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400=9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBERUTILITIES. FA-0 == LIMENNA I —Al U L) ir W W CD 0 Z Z Z5 - z z -J W Q-- DO UI.- W W �CD �Ln 0 0 a: cr-� 0- Q- W W :3 ir ILL z 0 Z-j W� z Ir in CID z C� E LcO c,4 0 in 285cfln E ZO OZ :42w?� 8 () CCD4 Cto W C F- 0= z 0 00 0)0�1*7:1 x U) (0 LL F- LL W CD Cn z W W > 0 Of 0- 0 <Z0 X-jo U)O-j OLL-j ")2-' WLLO 0 LcaLo .j < 0 -0 L u_ 0. WOLL PROJECT NO. 020-207 DRAWING NO. ST-207 47 C = 1 0 z 0 Cn CO < z 0 Z:) 'a x (n Z 0 �Lu qW co z ro V 19 CK 4* " 0 C 0 0 0 0 0 0 E t I a CW) C L W C r= CIL Ln 4- '0 8 L �w 0 2 C) P" 140, 06 06 ILI TOP OF ESTIMATED MIN. PENETRATION MAX. LOCATION CAISSON CAISSON TIP INTO UNWEATHERED FACTORED SIZE ELEVATION ELEVATION BEDROCK LOAD (KIP) ABUT. 1 30" 4885.50 4863.00 9 $—on 293 PIER 2 30" 4878.00 4858.00 14 $—on 899 ABUT. 3 30" 4886.50 4863.00 9 0-0" 293 NOTES 1. CAISSON CONCRETE SHALL BE CONCRETE CLASS BZ. (fc= 4,000 psi ) 2. LAP SPLICES IN CAISSON TIE BARS SHALL ALTERNATE 180* 3. ALL REINFORCING BARS SHALL BE EPDXY COATED UNLESS DESIGNATED: @ NON —EPDXY COATED COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR 14ER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC LDESCRIPTION OF THE ALTERATIONS. j 0 LLI Q 0 LLI F= 101 110t 3* CLR. LAJ co 3 pe) W OL (14) #8 EQ. SPACED(& #3 0 0 12* 0 W/ l'-6* LAP. (ROTATE SPLICES) 30 Py 0 CAISSON AT ABUTMENTS (n LLI 0 _j CL (n 0 z LAJ I- 17% C-4 0 V) LLI ir C� 1 #_3" 20-6" 1 30 1$ 0 CAISSON AT PIER DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. ) 0 12" (9) 5- LAP. (ROTATE SPLICES) 0� _j CALL UTILITY NOTIFICA11ON CENTER OF COLORADO 1 w800m9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 284 W :3 V) L) W V1 L) W W W Z Z G ::j z z -a _j W C� xz 0 LLJ LLJ i,- LLJ CO U CO UI.— 0 0 W CD W ZZ3 Wz: � 0 0 0 a' V) o- OM 0 CID C� E LO, c,4 GO, co 2 GO c04 . E z 10 to C9 0 z ZOC�N 0 - 200DOD 0 C0 = C6.qt �t U1.1 W -S.E- —& I_ 2 0=0 Z > U) 0 r� r.- M CY) < Of 0) llr� x I- W CD.; 0) M U) C/) 04 LL --- LL Cn z W 2 W 0 Ix a- 0 m a &ng <ZO ozi-i W-10 I._00 ()0 - WI.-cl) a-wz W C00-i 0 OLL z WLLO 0 0-00 Cn L) (n W < < 0 �2L W5LL 01 PROJECT NO. 020-207 RAWING NO. ST-208 48 1 0 —3" 2#-6" W :3 V) L) W V1 L) W W W Z Z G ::j z z -a _j W C� xz 0 LLJ LLJ i,- LLJ CO U CO UI.— 0 0 W CD W ZZ3 Wz: � 0 0 0 a' V) o- OM 0 CID C� E LO, c,4 GO, co 2 GO c04 . E z 10 to C9 0 z ZOC�N 0 - 200DOD 0 C0 = C6.qt �t U1.1 W -S.E- —& I_ 2 0=0 Z > U) 0 r� r.- M CY) < Of 0) llr� x I- W CD.; 0) M U) C/) 04 LL --- LL Cn z W 2 W 0 Ix a- 0 m a &ng <ZO ozi-i W-10 I._00 ()0 - WI.-cl) a-wz W C00-i 0 OLL z WLLO 0 0-00 Cn L) (n W < < 0 �2L W5LL 01 PROJECT NO. 020-207 RAWING NO. ST-208 48 1 0 —3" 2#-6" qW C0 V 10 A C 05 z 06 0 on �0 7 CO 0 00 1 C.> 0 E 0 C: 'V 24 a L m 0 V1 39 '9 'V 0 C3 11 41) 0 0 (Ij 4- in C 4- 0 a 0 S'V I- " L W oNf4 Ln 0 .�:c ILI 0 1110t COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. TO 00* 6 7',04 7'-3j' APPROACH SIDEWALK (TYP.) 14 ABUTMENT —T 530-21 0 43 FORM ABUTMENT SEAT BREAKLINE ON SKEW 01 51#-7 H.C.L. & STIR. FCPRST—E-0.5—SHPPT DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 43 52+13.17 ABUT. 1 52+99.57 ABUT. C9 G8 (G7) C6 (05 106'-5j �I A L I 1106--5j- LLDtAT 10 N (#4 FACE REINFORCING NOT SHOWN FOR CLARITY) 04 (03) (Q2 53P-2i p III CONSTRUCTION JOINT IS SHOWN IN POSITION FOR ABUTMENT 3. ABUTMENT 1 IS OPPOSITE HAND. --7— G1 -3- 6* 7',0. 7'-3j' 1'— 3 ar AD CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800=922ol 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 Of Ln CD z U CD W Fn 0-1 > LL Ld CD LO CD z LL WO W (n W 1- a: W CD W z Z 0 -C < Z5 -�:i z z -9 xz 0 W Cr Ld �-w CO 0 U DO W UI.- CD W z '� z � 0 �(A 0: G 0 0 < a (3 a. (r r� ir a. a C� th < V) z C14 ELO u) 2 285 C,%I E 62 0 z :42) (j 8 - � 0 COr U) = vj--t W W 5.E- -0 OB 0 = [�- I,- z co 06M 0 U'Z� �i W 0 "75 M U) U) 04 LL �- I.L. 11.1 1 is C0 z W 2 W > 0 0- 0 2 0 E4 K 0 0 W d- ir- z ct) 0 -1 Ou--J WLLO Q-00 L) F- W —0 Lu 0 LL rPROJECT NO. 020-207 DRAWING NO. ST-209 A 9 W a 1.- z W ir 02 L C-3 W 284 19 00 5 W 044 Z r U160 7 C a 00 +_0 s]r 401, z 0> Le co v L w C 0" Ir = 0 CIL ,to ;: Le 0 a 1 11 W 'V r) 4. COD Lo C0,0j - Ln 2 C IL. E: .02 1 60: V-6" BAR #4 Oil-6"— G 26 I -on 24 0-84 0 (9) 15 O.F. EQ. SPACED(S) @ (9) #7 I.F. EQ. SPACED 25 3j' PLAN WINGWALLS 1 & 4 NOTE: *REFERENCE TYPICAL WINGWALL SECTION 10-34 (5) #5 .2ft #5 SPACING TO MATCH ('It #5 IN B.F. OF ABUTMENT #5 SPACING TO MATCH #5 IN B.F. OF ABUTMENT A ABUTMENT REINFORCING NOTE: 1. WINGWALLS SHALL BE CONSTRUCTED OF CONCRETE CLASS D (BRIDGE) V-115" BAR (S) (9) #7 I.F. EQ. 3j' #4 Oil-6" SPACED (9) #5 O.F. EQ. SPACED 8" 259-5 "7 10� IV ABUTMENT REINFORCING #5 SPACING TO MATCH #5'S 12" BEND INTO V5 ABUTMENT BACK WALL AT EXTERIOR GIRDER LOCATIONS 5) #5 (5) a V IN "-3401 22 _ij 20-7" 1 1 26 ELEV Cq C LL C C_ a V C LL _j COPYRIGHT (D 2007 STANTEC DRAWING ALTRATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCI#TECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED 51 HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. PLAN WINGWALL 2 & 3 1 -6" BAR 2" 14 Olp-6" @ CLR. (2) #9 Top E.F. (9 (5) #4 AS SHOWN (STAGGER SPLICES) ROUGHENTO AMPLITUDE EXCEPT AT LEVELING PAD AND EXPANSION JOINT MATERIAL ion -on #4x 01 1 Li .51 #5 0 9- E.F. STAGGER SPLICES 00" ELASTOMERIC BRIG. PAD (TYP. EACH GIRDER) CONT. ALONG GIRDER BEARING (6) #5& -on 2 — (6) #5 CN 0 #5 0 V-6" DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. ABUT. ELEV. "A 11or— CONSTRUCTION JOINT AT EXTERIOR BRG. SEAT I I I 23 24#-84 V-31n ABUT. 1 =4885.50 ABUT. 3 =4886.50 NOTE: BRIG. 1 6", 1'- 3" 1 1'- 3" TOPPING REINFORCING —#5 DOWELS, SEE DRAWING 5w -218 ST EXPANSION JOINT MATERIAL I UNDER GIRDER AT 2'-0 FRONT FACE (MIN. 10 _j U 30"0 CAISSON TYPICAL ABUTMENT SECTION NOTE: REINFORCING EXTENDING FROM ABUT. INTO DECK IS EPDXY COATED. ALL OTHER REINFORCING STEEL IN ABUTMENT IS NON -EPDXY COATED. 8" (2) #9 TOP(S) @#4 VARIES 0 14 01 9 -6 8" HBP OVERLAY 3" CONSTRUCTION JOINT AT EXTERIOR BRIG. SEAT TYPICAL WINGWALL SECTION 1. SLAB AND PORTION OF ABUTMENT ABOVE BEARING SEAT TO BE POURED MONOLITHICALLY. 2. FOR CAISSON DETAILS SEE DRAWING NO. ST-208. 3. ALL ELEVATIONS ARE AT � BRIG. 4. REFER TO SHEET ST-212 FOR SIDEWALK DETAILS OFF OF BRIDGE. 5" DECK LAj < > 2� CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, a W 0 0 1� CY W > a) (A 0 0 Ld > LL 0 W 0 0 3: x Cn Cn C z > Cr 0) A I C3 LJ 0 M1 I "0 Ln 1q_ n C"i W tA 0 ir ILL a z Z -a 5 -1 z z .4 Mz 0 W 12� CO 0 UW W co uEd— z 0 z <D Fj �j 0 0 .4 (n It (3 a. W r-; OL U Ln 0 (0 z C\I -zj) E tcO' cj u) 2 c.4) R) E Z 0z :2cj4?(9 8 0 (DOCN" 2 CO Go g CO 0 46.,t W ul S.E- —0 �- 2 0=' r� z > cnocno) . < Of CD()- x 0) M C4 U_ I- U_ C0 z W UJ > 0 0 <ZO on-i of-jo 0 W LLjI._CQ (Lwz `a- cp 0 _j OLL-j 1xLL0 0-00 L) I.- W < 0 LLj LL w rPROJECT NO. 020-207 DRAWING NO. ST-21 0 50 _j Zi LL 0 284 co L a a _4 0 ZD Em , I I'D a cc 0 cc vo *0 0 E La t C) 'o 'N o 0 L in C3 c :) JCI;; n L Ln 0 0 0 0 r = CIL Lr) K) c: 4- o -.0 c) M) 0 Lo oc'j '4 0 3 K 0 E 2 9-5j. 6'-8w (i COLUMN 2 SPACES 0 l'-6w V-60 0 � 2" 3'- 0 Fll COLUMN 8n 8w Lo #4 :1 U12011-13" $-on 15 9 SPACES SPACES 0 V-6' 15 #-on -ON 15 COLUMN 511-8w 19-6v 8 SPACES 0 11-60 12'-0* COLUMN BRG. IER BRG. t-1 I_lw 8" 8" 1 151, 15 17 SPA. 0 5 9- 2AN 88t-31 w 0_0 5 .2 15'-0' -on 6'-8- 15'-Ow -on 15 15 COLUMN IZ�COLUMN COLUMN 51-8 1� COLUMN cc _UMN 103'-4m PHASE I PHASE 2 11-6w l'-6 11- 6" 8 SPACES 0 l'-6n 10-6 8 SPACES 0 11-6" 8 SPACES 0 10-6n 2 0 10-6" 10-6" 8 SPACES 0 V-60 12'-0" 12'-0" 1 Flil, 12'-On F-Lall 30-on 12'-0" - - - I - TT - I 4- I-ON 15 -on 159-0 15 (2) #5 COW. COLUMN EXPANSION FULL (4 TOT.) DI oil PAD 0- COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING EERCT"E OF LICENSED An DIRECTION T, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT I'l ANY WAY* ANY LICENSEE WNO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION '�ALTERED BY' FOLLOWED III HIS OR HER SIDNATURE AND SPECFIC ---------- COLUMN (7) #8 EQ. SPA. I -on, (D #42 w PROJECT 12 - LL: uj 3" @ 1(7) #8 EQ. SPA. lom V10-4" 30-6w 0 10 3" SECTION( BER CAP �COLUMN 2 0 I #5 G 2w 1R. P-9" 1'-q t 15 _00 IN PAIRS (SPA. AS SHOWN) po (14) #8 EQ. COLUMN 2*-60 'm 4' 15 $-on COLUMN 29 2n #5x STIRRUP SPACING (7)j-#5x, 20 - 3" N, TYP. EA. END 0 0 0- _c_- ci. > 0, In E U) !E 75 co c 0 0L 0 0 *6 C ck- I-— C -2 E C: If 15 0 - -60 t 0 E W 0 CD 2 -0 o 0 0 -0 LLJ '2 0 > 0 LL. 0 0 E U) U) -0 _0 U 0 C In In .- o 0 .— 31: c c :3 0 z 0 0 0 0 0 51 E U) (D FE 0 0 0 0 NOTES 1. CONCRETE SHALL BE CONCRETE CLASS D (BRIDGE). E 180'. 2. LAP SPLICES IN COLUMN TIE BARS SHALL ALTERNAT ?. 4@ 0 12" # W/ l'-6" LAP. (ROTATE SECTION CALL LIT]LITY NOTIFICATiON CENTER OF COLORADO SPLICES �-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. w a� m w w z z L3 �:] .4 Z .4 z w cr m z _j >- CD w I— �- W �- Ld co �_ CD u cc] w uI— w z 0 w Z CD 0 9 (f) 0 "I Ln I V) 0 0 w z C14 EL.0 c-4 c.0 cn 2 Do c04, cn E z -0 LO(98 09 75 0 C� 04 - L) 0 Do Oto r"c w 0 lo- z 02) To; Of 0 w o..j 0 m U) U) C14 I.L. I- LL c/) z w > 0 0 2 In 0 CL <Zo 0-1-1 X-jo 1.- 0 111 00 wI. - CC Z Ou--J 0 0 0 cn�w < 0 w5u_ ePROJECT NO. 020-207 DRAWING NO. ST-211 51 II- w w 28 > G .4 Or +.0 CO 00 NO OE 0 ow .1 4-0 a C: V �'; lu W 0 L n 01, CD r ea > C 4- 0 V00 'V � � LO 0"3 Ln :;: C 0 916. 7'-0" SIDEWALK 1 BRIDGE RAIL REFER TO SHEET ST-214 #4x7'-6" 018" 7r 3.. 2" :LR. SLOPE Y4" PER FT. 8'-0' BIKE LANE #4012- CONT. 1 t-3* #4 018- -21 ROUGHEN SURFACE W/ 2" ,,-BONDING AGENT #4018' 12'-0" LANE 2 1/4' H.B.P. OVER WATERPROOFING MEMBRANE 12'-0" LANE 90-6* I ROUGHEN SURFACE W/ COLORED CONCRETE MEDIAN COVER MATERIAL, BONDING AGENT COLOR SHALL BE "SAN DIEGO BUFF*. SEE DWG _I INU AULN I DT-604 FOR SCORING DETAIL. 6' WIDTH CURB 5 3/4' DECKING (TYP.) (VARIES 4 3/4-6 A4 -0" �-nSIMILAR CURB GREY COLOR GROUT ALL SHEAR KEYS SOLID (TYP.) A REFERENCE DWG. ST-212A FOR PRESTRESSED CONCRETE SLAB (SL1 8) (TYP.) CONDUIT LOCATIONS REFERENCE DWG. ST-212A FOR CONDUIT LOCATIONS JT TYPICAL HALF SECTION SYMMETRICAL ABOUT H.C.L. AND P.G.L. IY2 #-on 2 6n 3 _X_X_ _X _X --r-X 44 W1.4xW1.4 WWF-/ S-O' WWF '4W` PHASE 2 PHASE 1 IT LAYOUT IN MEDIAN--q%*** A 1X2 2 1/4- HBP 43 -SLOPE GUTTER MATCH ROADWAY —APPROACH SLAB, OR DECK TYPICAL CURB Q ETAI L .11-30 SLOPE .02 FT COPYRIGHT (D 2007 STANTEC DRAWING ALTERATON IT 6 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHTECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCMTECT, DR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE W"O ALTERS THE DOCUMENT IS REOURED BY LAW TO TYPICAL CURB DETAI 1 /001 �A t—on 7 BRIDGE RAIL REFER TO SHEET ST-214 #4 0 11-6" #4012 2" Y4" PER Fr. [A ICLR;.,� /__V" ��APPROACH SLA13 REFERENCE DING. ST-212A FOR CONDUIT LOCATIONS IDEWAL 0- -SLOPE GUTTER TO ee 43 MATCH ROADWAY SLOPE Li 0 APPROACH SLAB, V) OR DECK U.j R M (n � _j z 0) 0 0 Ro 0 LO mc:) X to =Nx x W NOTES AGROUT SHALL BE 5,000 PSI, NON -SHRINK, AND SHALL BE INCLUDED IN THE COST OF THE GIRDERS. 52+00 - #4018" TOP, 59 SPACES 0 18 88'-6* #5x6 TYP. #6x27'-Om 0 12" O.C. #6x1 l'-O" 0 12" O.C. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE 1=800=9224987 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES+ H ' C * L ' AND STRUCTURE 27-58-A P.G.L. IS AT TOP OF H.B.P. PROJECTED TO (� 2 1/4- ABOVE T.O. CONCRETE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have bjen incorporated into this document as a result. CD I 104 #4018" TOP, STAGGER LAP SPLICES AS SHOWN (16* LAP, MIN.) DECK REINFORCING PLAN NOTE: #6x27'-O* AND #6xll'-O* ARE CENTERED OVER PIER AND PLACED BETWEEN #5 BARS 0 (n TC>o ' 0 W ) 0 '0 0 1 0 cli W CD -0 U C 0 LLI 0 V) CC U > Lj_ 0 W 0 +_ 0-1 Cn C Co 0 Z > Of a) OLC[�Z. L J �to Ln 1,q- I n C1\I _19 W2_ W V) ir -d W W CD W z = 0 < -cl Z3 :1 z z -C xz _j 0 C:) Ld W 01 LLI �- Ld co C:) W Cc UI.- W z L�" Z (D �LA a: Fj 0 0 4 < Ln a, Of a: z C% 1 4 E 100 N cOOO cn 2 co F) E z '0 -U-)9 8 0 Z ZQC�04 - C) - 2 0 OOOD 0 00 = LU W C�' I- 0=r._11_ 0 z > C000)0) - 0) x F- W a.; a) w U) (n 04 ILL. U_ U) I-_ z W 2 W 0 a- 0 12109 <ZO ozi-i W-jo 0 0 WF-U) CLWK COO-i OLL-j WLLO (Lou < 0 W 5 U_ co _j W 0 W CK 0 0 =) z X of �uu CL �P- (1) PROJECT NO. 020-207 DRAWING NO. 11 ST-212 52 C.1 W CD E M I 1 0 4-0 CO 00 E COD 4-0 OCM L 0 to M C3 to to 0 0 0 0 4D 0 0 cli 0 r= In C coo L w 0 �r4 , M C:) C 4 V-30 7'—Om SIDEWALK 8'—Ow BIKE LANE 12'—Ow LANE 12'—Ow LANE BRIDGE RAIL REFER TO SHEET ST-214 COLORED CONCRETE MEDIAN COVER MATERIAL, #4x7'-6* 018" #4012- CONT. COLOR SHALL BE "SAN DIEGO BUFF*. SEE DWG it —3" DT-604 FOR SCORING DETAIL. 3 3" #4 018- 2 1/4" H.B.P. 60 WIDTH CURB- [2 1 P-3" OVER 5 3/4' DECKING CLR. SLOPE Y4" PER Fr. -21 ROUGHEN SURFACE W/ #4018- #5060 WATERPROOFING (TYP-) 2w 2' 0- BONDING AGENT CLR. MEMBRANE 16" L (1) 4-0 �&- SIMILAR CURB GREY COLOR— (2) 2-0 PVC SCH 40 PRESTRESSED CONCRETE SLAB (SI-18) (TYP.) GROUT ALL SHEAR KEYS SOLID (TYP.)A CONDUITS (TYP. (2) 4-0 & (1) 6*0 PVC SCH EACH SIDEWALK) CONDUITS. CONDUIT SHAL BE (FUTURE UUSSE) FURNISHED AND INSTALLED BY U Z- CONTRACTOR. (1) 6-OSTEEL CONDUIT, NORTH SIDE ONLY. TO BE FURNISHED AND PLACED BY COFC FOR USE BY XCEL ENERGY. H.C.L. AND C — STRUCTURE 27-58—A P.G.L. IS AT TOP OF- H.B.P. PROJECTED TO C, 2 1/4- ABOVE T.O. CONCRETE I W W Z > .0 F- W W 2(/) COPYRIGHT C) 2007 STANTEC DNAWNO ALTERATION IT 0 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTM UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED In HIS OR HER SIGNATURE AND SPECIFIC ,DESCRIPTION OF T14E ALTERATIONS. 2*-6* /—RADIUS TOP (± 5-R) TYPICAL HALF SECTION SYMMETRICAL ABOUT H.C.L. AND P.G.L. 7'-0 o ROUGHEN SURFACE W/ BONDING AGENT-,;i ZZ 1 $—on 9'-6" - 1 12'—Ow LANE 1 12'—Om LANE 1 8'-0* BIKE LANE ROUGHEN SURFACE W/ rzBONDING AGENT 1 $—ON W1 COLORED CONCRETE MEDIAN COVER MATERIAL, COLOR SHALL BE "SAN DIEGO BUFF". SEE DWG DT-604 FOR SCORING DETAIL. 6* WIDTH CURB SIMILAR CURB GREY COLOR (2) 2*0 PVC SCH 40 CONDUIT (FUTURE) 4-0 & (5) 5*0 CONDUIT & (2) 2-0 STEEL CONDUIT. ALL CONDUIT SHALL BE FURNISHED AND INSTALLED BY THE COFC FOR USE BY COFC L&P. 5 3/4' DECKING (TYP-) A GROUT ALL SHEAR KEYS SOLID (TYP.) 2 1/40 H.B.P. OVER WATERPROOFING MEMBRANE TYPICAL HALF SECTION SYMMETRICAL ABOUT H.C.L. AND P.G.L. 4. #4012" CONT. ,t 1 P-3" #4 018" 'j #506- #4018- 1 3 1 2" ROUGHEN SURFACE W/ -21 CLRI. BONDING AGENT 2' Do PRESTRESSED CONCRETE SLAB (SL18) (TYP.) DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. W z 0 j W < W 2 U) CALL UTILITY NOTIFICATION CENTER OF COLORADO I =800W,922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DOG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 7'-00 SIDEWALK 1 10-3" BRIDGE RAIL REFER TO SHEET ST-214 #4x7'-6" 018"--\ 2 W SLOPE Y4" PER FT. 9" (1) 4-0 & (2) 2-0 PVC SCH 40 CONDUITS (TYP. EACH SIDEWALK) (FUTURE USE) CONDUIT TABULATION 6" steel (1 x 140) = 140' 4" pvc (4 x 140) = 560' 2" pvc (6 x 140) = 840' 6" pvc (1 x 140) = 140' 4" steel (1 x 140) = 140' 5" steel (5 x 140) = 700' 2" steel (2 x 140) = 280' Total conduit runs = 20 Ln 0 z C) 0 LIJ Fn x > LL W CD 0-1 (n 0 z Cr I 0 U-) In "1 —101 W z Z G fj z - z -x z —j 0 LL1 t— LLJ LJ 1-- C:) q DO L) 0 W 0 W (f) z 3C C) x cr cr L) a_ (3 a. 0 C� (n -< Cl) C4 E. c-4 U) ci 265 m E z 'V - CD 8 z ZO C� 09 750 0 - 20 0 C6 . W W r- 0 L) ) Cq z > U) C a t 'M C,4 C14 DO U) (n 04 LL LL U) z W 2 W 0 0 <ZO 0 ::i -i X-jo I.—OL) (.) 0 - LLJ I.- U) 0-af Z (/) 0 Z:i Ou--J Of LL 0 0-00 L) W I 0 <_0 LL �F-� - U) W a W 0 U) a W W W 0 a. ROJECT NO. 020-207 DRAWING NO. ST-212A 52A ri 00 za 01 con: one 0 (A r= t I COD 4-0 CON! L C kil 0 40 n 0 0 0 C-i CY (A E co V C3 0 'V � C'j L CO 0 CQ I; Lno C 3q cs -�;-G "a ELEVATION 0 .25L .51- .75L L DEAD LOAD DEFLECTION DIAGRAM #4 (CONT.) (6 TOT A 24-1/2" DIA. STRANDS AT Y=2.250* 6-1/2* DIA. STRANDS AT Y=16.250' N DEBOND 6 TOP STRANDS FOR 8.00' AT MIDSPAN LY,ILNU 14 WMANU3 L -U TYPICAL SEC-TION GIRDER SCHEDULE GIRDER NO. L (FEET) W (INCH) D (INCH) 0 (DEG.) A AS* (SQUARE INCH) 0 DEBOND STRANDS (%) E E (INCH) Fj (KIPS) F F (KIPS) CONCRETE STRENGTH A (INCF., PREDICTED CAMBER (INCH) F1 Cl (psi) F' (PS15 EXT. G1, G20 42'- 1 1Y4" 57" 18" 74.3580 4.59 20% 5.05 929.5 836.6 4,500 7,000 0.67 0.88 INT G2 - G19 42'-1 1Y4" 60" 18" 74.3580 4.59 20% 5.05 929.5 840.1 4,500 7,000 0.56 0.77 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT 15 A VMATIDN OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFrX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC ,,OESCRPTION OF T14E ALTERATIONS. PIRAL, 9" D-1 " DIA. CONT. SHEAR KEY TYP. EACH SIDE OF GIRDERS. REFER TO DETAIL THIS SHEET. * EXCEPT EXTERIOR GIRDERS HAVE SHEAR KEY ONE SIDE ONLY. ,.G. OF STRANDS it % x \ A x CONT. SHEAR KEY NOTES ALL WORK NECESSARY TO FABRICATE AND INSTALL THE INTEGRAL PARTS OF THE GIRDER (INCLUDING LEVELING PADS), AS SHOWN ON THE PLANS, SHALL BE INCLUDED IN THE BID PRICE FOR ITEM NO. 618, PRESTRESSED CONCRETE SLAB (SI-18), WITH A PAY UNIT OF SQ. FT. MEASURED BY L X W. WHEN APPROVED BY THE ENGINEER A MINIMUM OF TACK WELDING WILL BE PERMITTED ON ASTM A706 UNCOATED REINFORCING STEEL. REINFORCING PROJECTING FROM THE TOP OF THE GIRDER AND REINFORCING WITHIN EIGHT FEET OF AN EXPANSION DEVICE IN THE BRIDGE DECK SHALL BE EPDXY COATED. DAMAGED COATING ON GIRDER REINFORCING NEED NOT BE REPAIRED. THE MINIMUM COVER FOR REINFORCING STEEL is 1 WELDED WIRE FABRIC MAY BE USED WITH D20 WIRES IN LIEU OF THE #4 BARS SHOWN. AT GIRDER ENDS CUT STRANDS OFF 1" BELOW THE SURFACE OF THE CONCRETE AND FINISH WITH AN APPROVED EPDXY GROUT. USE LOW RELAXATION STRANDS MEEnNG THE REQUIREMENTS OF ASTM A416 GRADE 270. THE MINIMUM CLEAR DISTANCE BETWEEN GROUPS OR INDIVIDUAL STRANDS SHALL BE 2.3(DS) BUT NOT LESS THAN 1 THE MINIMUM COVER FOR PRESTRESSING STEEL IS 1 As* = MINIMUM AREA OF THE PRESTRESSING STEEL. D S = NOMINAL STRAND DIAMETER. F's = ULTIMATE STRENGTH OF PRESTRESSING STEEL. Fj = JACKING FORCE PER GIRDER. FF = FINAL FORCE PER GIRDER AFTER ALL LOSSES. f, ci = REQUIRED CONCRETE STRENGTH AT RELEASE OF PRESTRESS FORCE. f0 c = REQUIRED CONCRETE STRENGTH AT 28 DAYS OF AGE. L = LENGTH OF GIRDER ALONG THE GRADE OF THE GIRDER. A = DEFLECTION AT CENTERLINE OF SPAN DUE TO CAST —IN —PLACE SLAB, DIAPHRAGMS, ASPHALT, CURBS, RAILS, AND WALKS. CONCRETE SHALL BE CLASS PS. ENTRAINED AIR IS NOT REQUIRED FOR GIRDER CONCRETE. USE J* CHAMFER ON ALL CORNERS, EXCEPT AS NOTED. PREDICTED CAMBER IS THE CAMBER FOR THE GIRDER ALONE AT 90 DAYS. THE CONTRACTOR SHALL LIMIT THE CAMBER GROWTH TO A VALUE NOT TO EXCEED THE PREDICTED CAMBER PLUS 1" PRIOR TO THE DECK POUR BY WEIGHTING, SCHEDULING FABRICATION, POST TENSIONING, OR OTHER MEANS AND MUST REPORT TO THE ENGINEER VALUES OF CAMBER WHICH EXCEED THE PREDICTED CAMBER PLUS 1 p REMEDIAL MEASURES, AS APPROVED BY THE ENGINEER, SHALL BE TAKEN IF THE PREDICTED CAMBER PLUS 1" IS EXCEEDED. THE APPROVED REMEDIAL MEASURES SHALL BE FREE OF ANY ADVERSE IMPACT. THE COSTS ASSOCIATED WITH ALL REMEDIAL MEASURES SHALL BE BORNE BY THE CONTRACTOR. SIDE BY SIDE SLABS PLACED OVER ROADS OR PEDESTRIAN FACILITIES SHALL NOT HAVE CAMBERS OF ADJACENT GIRDERS DIFFER BY MORE THAN 1" BEFORE THE DECK POUR. PRIOR TO PLACING DECK REINFORCING, THE CONTRACTOR SHALL ADJUST THIS DIFFERENTIAL TO WITHIN THIS LIMIT BY SORTING THE GIRDERS TO MINIMIZE DIFFERENTIALS, OR BY PULLING THE HIGH BOXES DOWN AND LOW BOXES UP. PRODUCT DIMENSIONAL TOLERANCES SPECIFIED IN MNL-116, SECTION 6.4 SHALL APPLY AS SPECIFICATION TOLERANCE, EXCEPT THAT THE DEPTH (D) TOLERANCE SHALL BE +j"' —4 . . THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING NECESSARY BRACING REQUIREMENTS, AND FOR PROVIDING ADEQUATE BRACING FOR THE SPECIFIC WIND AND WEATHER CONDITIONS TO BE ENCOUNTERED FOR EACH SPECIFIC PROJECT. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800in,9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I MEMO NINE W Z3 0 U W in cc cc W W CD LLI Z Z 0 -a < 5 :j z z .4 z 0 W W a, >- I.— I— LL! LiJ co C:) 0 W CO I.— W z 0 � Lf) 0 0 4 -a V) x C3 a. Ot 0- Ir a L) (n < Cn 0 (0 z C%'4 F- E LO c -48 C14 00 0) cr) C'4 0 Z 4) C� 2000008 W W 0 S CD q O=CD z 5; (noo)o) Of 0) — x w 0.�; 0 M Cn Cl) C%j LL LL 4:1) z W 2 LLI 0 of (L 0 2 0 OU4 <ZO ozi-i W-jo �-O(.) L) 0 - LLJ I,- CO 5- i3f 9 U) 0 -1 OLL-j XLL0 0 W < 0 LLI 5 u- PROJECT NO. 020-207 DRAWING NO. ST-213 53 "F" W LVA W W z 0 0 a W W WW it t= [L 294 lw co ANODIZED ALUM, RAIL, POSTS AND ANCHORS TO 1 BE DESIGNED 211 ca) Z9 1 AND SUPPLIED BY MFG. IN J, 1, 21 C' ACCORDANCE WITH PLANS AND ii 400" aco CIO ji ps SPECIFICATIONS. +_0 3/4-0/4- FILLET (TYP-) (10)—#4 CONT. IN RAIL RAIL a 0 1 3' 3 JFACE, W V) STONE VENEER EA. C z DOVE ANCHOR SLOTS �LOTS 0. 0 2' 0 C O.C. '0-C L 0 C .0 0 31 L 0 1 40 in a 0 0 0 C14 cli r T C W '.0 '0 0' OL 00 L"n ma O's 10 a: 0, S. #4xD 012 0 #4x 0 012'� (4)—#4 IN S/W 9W 8N —4 41-6n z _u 39-2* 1 8" 0.02 FT/FT BRIDGE RAI BRIDGE RAIL NOTES: ft 1. ALL PIPE, PLATE, BAR AND EXTRUSIONS WILL BE 6061—T6 MATERIAL. 2. ALL MATERIAL WILL BE ANODIZED AAM12C22A31. 3. ALL BOLTS AND ANCHORS TO BE 304 STAINLESS STEEL. FLANGES & WEB, 1/4- PLATE (TYP.) 4. RAILING SPLICES REPRESENT EXPANSION JOINTS; GAP JOINTS BASED ON C*4 100 AMBIENT INSTALLATION TEMPERATURE AS FOLLOWS: 11/20 7" 11/2" X* 0 80F, GAP = 31fe" MIN. 0 ANCHOR 0 50F, GAP = AN BOLTS (TYP.) 0 20F, GAP = 9(60 0 5. ALL ALUMINUM —TO—CONCRETE CONTACT SURFACES TO BE COATED WITH 0 _j TNEMIC #66HB PEARL GREY EPDXY (OR ENGINEER APPROVED EQUAL). C R�F. NO TE 7 6- COST OF BRIDGE RAIL INCLUDES REINF. STEEL AND CONCRETE, C14 C14 60 STONE VENEER AND ALUM. PIPE RAIL PAID FOR SEPARATELY. M X. 7. LIMIT OF PAVEMENT FOR ITEM 606. BRIDGE RAIL SPECIAL. STONE 4 - 1 4* - 40 4 PLAN VENEER SHALL BE PARID FOR SEPARATELY. BENT x x P TE Xn OF —3 3 D DIA. PIPE -WALK 1/4 1/4- PLATE A E PL T 1/4" x 4" PLATE DENE 204 20, 4101US 9/us P PI E PIPE TO SUPPORT 1/�4' x 4' PLATE DECK OR 3 BASE T PLATE )i ,�" NON —SHRINK GROUT APPROACH SLAB 10" x 10" x 1/2" 11, P 60 2 0 SECTION PIPE RAIL AND POST DETAIL NTS END OF APPROACH SLAB AND BRIDGE RAIL 149-0" I.F. AB MENT 2 11'-6* TRANSITION 90-2a (32*HGT) (32m TO 3810 RAIL HEIGHT) L_ EQ. EQ. T' lei 2 0 2 P-110 TOP OF SIDEWALK COPYRIGHT e� 2007 STANTEC DRAWING ALTERATION IT ISA ATID" OF LAW R A PERSOZ%WESS ACTWG 7WERWTME DIRECTION OF LICENSED AFICHITECT,P, PROFESSIONAL ENGINEER, LAMDSC ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THE DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND NOTATIDN�'ALTERTE.D a Y" F THE BY LF ,IGNA E ,DESCRPTION OF THE ALTER:ASTPONS. __j 5 a EQ. PANE EQ. (l 0 9*-21 + (8 0 8#—loj + (l 0 99-21 = 89#—On 10 PANELS (5 EA. SPAN) W-106 PANEL 8'-1Op t PANEL EQ. EQ. EQ. EQ. '�_i '"I 16" 29" 16" SIGN DEPTH 5" 5' 18 " ,LK NOTE: �'— GIRDER STREET NAME TO BE ETCHED INTO THE BAND OF CONCRETE ABOVE THE GIRDER, AS SHOWN ABOVE. DO NOT SAND BLAST GIRDER I" CLEAR 6 n — E. PROSPECT ROAD 16" 4" J4"--CL 9 1.1011 2006 1" CLEAR FONT = TIMES NEW ROMAN, ALL CAPITAL LETTERS HEIGHT = 6" FOR PROSPECT ROAD, 4" FOR CLEARANCE AND SAND BLAST DEPTH = 1/8" STAIN COLOR = LITHOCHROME GRAY sm PAYMENT IS INCIDENTAL TO PAY ITEM 601 CONCRETE. STREET SIGN DETAIL NOTE: RAIL IS SYMMETRICAL ABOUT 8 11-109 -PANEL 8 $-lop PIER EQ. I EQ. I EQ. A P F2 A FLAGSTONE S FLAGS E VENEER PANELS 0 " I ENE _0 A IIEL 2 39-2* 5 r_ IF io'-8* PANEL 8P-4" 5 OVER WINGWALL 10 8 I —ON F, 0 IC 8 10 —ON ICAL PANEL jr=�8_ = TYPICAL PANEL 80 (5) 1 0 0 PVC SLEEVES PLACED TYPICAL PANff_ TYPICAL PANEL 100 FOR FUTURE 3r 0 BOLTS BRIDGE RAIL ELEVATION STONE VENEER PANELS: BUFF COLORED FLAGSTONE 2" NOMINAL THICKNESS, (REQUIRED FOR TYPE 3G TRANSITION, RE: CDOT II STD. DETAIL M-601-1) N.T.S. GENERALLY 1 FOOT SQUARE PIECES, IRREGULAR SHAPE, AS APPROVED BY — (4)—#4 THE ENGINEER. '4' �#4 x 0 10-4* #3xE10 8' (OUTSIDE FACE) / r 3 n 1 9-310 9 0 3 n 1 10, j SECTION A #4 CONTINUOUS #4 0 8" (INSIDE FACE) DRAWINGS OF RECORD These Drawings of Record have been prepared based upon CALL LITILMY NOTIFICATION information submitted by the CONTRACTOR. While this CENTER OF COLORADO information is believed to be reliable, Stcntec is not responsible 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE for its accuracy, nor for errors or omissions which may have BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND been incorporated into this document as a result. MEMBER UTILITIES. 1— . W W :3 L) W V) L) W W 0 W 9 z 0 z Z .9 W 0 LLI �- Ld l_ 03 I LI 10 L, 0 CD IN a W, Ln Z W z 0 < CV) 0 8 z C"4 E oq d 2ooSlin E z z :0 0 gdiq� 8 0 CCN 00 6 0 'it (D Uj W .5.5 I 0= 00 F__ z > 00 ix 0)0—* x Lu 0.: 0 cd M CO 04 LL I LL z W 2 W 0 0 go i _j -jo 0 (-) 1.1I C6 a.wK _j 00-i OLL—j XLLo 6.05 W a u 1.- W 0 C) , (/)�ix 0 <_0 Lu ca r PROJECT NO. 020-207 DRAWING NO. ST-214 54 L - 1 264 X I 0 C3 0 0 0 X Z 0 0 CON V CR 0 L m 0 � cc 0 C 1 3 14 C) C) .1 4A r CIL I— > Ln 2* 1 C 11000 V 4- 00 'V � C%J L 00 " (; Ln 0 C -3, 1.0 P COPYRIGHT (C) 2007 STANTEC NAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCMTECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCWTECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WNO ALMS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS DR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC ,DESCRIPTION OF THE ALTERATIONS. 1-1 E-\/ATInKI 4 4� SECTION D-D (EXCAVATION) SECTION D-D (BACKEUL Minimum berm dimension. Minimum embedment, of abut., in Structure Backfill. )f cut G F.S NEAR END OF WINGWALL (typ-) I `-I 1`(-t-y`p`) SECTION G-G (EXCAVATION) Break line "G" El NEAR END OF WINGWALL 1 6" SECTION E-E (EXCAVATION) 1 -6" SECTION E-E (BACKFILLI P. P.S. N SECTION G-G (BACKFILLI NEAR BE OF ABUT. F.S. NEAR BE OF ABUT. I 4 —0" —b SECTION E-E (EXCAVATION) SECTION E-E (BACKFILL) F.S. GENERAL NOTES Unless shown otherwise in the plans, this drawing gives the minimum extent of Structure Excavation and Structure Backfill. The Contractor may elect to extend the Structure Excavation and Structure Backfill beyond the limits shown here. Any additional Excavation or Backfill beyond these limits will not be measured nor paid for. Structure footings which are located in rock shall be poured out to undisturbed rock, without forming, in conformance with 601.09. Structure Excavation for Slope Paving not shown. For purposes of quantity calculations this template applies out to end of wingwall. Roadway Excavation Structure Excavation Structure Backfill (flowfill), or Structure Backfill (Class 1) with Mechanical Reinforcement of Soil, as shown elsewhere in the plans. Ile ZZ z Structure Backfill (Class 2) Filter Material ABBREVIATIONS O.G. Original Ground P.S. Planned Subgrade F.S. Planned Finished Surface F.S. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO I w8MI9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Ir W 0 W L& 4 11 0: X W W 0 W ZZ 0 < < ES = z z -d 2 Z— C:) LLJ W 0� LJ �-- LLJ >- 1.— 00 1-- 0 W W Z C:) W Z: � CD �(A at Z-j 06 0 -1 0. a. C::; a C; th -4 L9 =*."I f CO z C4 E 100 N � (j 2co m E z -0 - LO C9 09 ZON-N8 MC)OO GO = C6.4- "t — 0 W .5.s � C W 0 OOB a) 0 rc; 0= z > W o.;75 X M 1 N U- LL. co z W W > 0 0 <ZO 0 :3 —1 W- —10 �-00 U)OM OLL—j IXLLO 0-00 W W< 0 LL rPROJECT NO. 020-207 DRAWING NO. ST-215 55 FL y 0 < M 0 z < z CZD 0 a: �— < > LC-3 < W q Mx LW C ft 1 284 qV '0 .0 0 L ID I 4- L C'd a i; KIZ C.:0 E t "COO 51 4-0 0 L 0 C GATEWAY MEDICAL SERVICES LLC 87174-21-002 GATEWAY MEDICAL SERVICES LLC 87174-21-002 CITY OF FORT COLLINS WALKES NATURAL RESOURCES 87163-00-009 87174-00-947 CITY OF FORT COLLINS NATURAL RESOURCES NEENAN COMPANY- DGN LEASING- JR ENGINEERING; 87174-00-003 CONCECENTRA HI!ALTH SERVICE% PITNEY BOWES CREDIT; OCCUCENTERS INC; THE NEENAN UILDING LLC CONDICT 87174-20-001 @ A71 r';- l')-701 CITY OF FORT COLLINS 87174-00-903 CITY OF FORT COLLINS 87174-00-903 NEENAN COMPANY 87174-21-001 SCHAFER 87163-10-702 @SCHAFER 87163-11-702 @LARSON 87163-00-033 NOTES: 1. @ REPRESENTS PROJECT PROPERTY IDENTIFICATION NUMBER 2. OWNER NAMES SHOWN ARE THAT KNOWN AT DATE OF DESIGN AND MAY BE SUBJECT TO CHANGE. COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED 51 HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. DREILING 87163-00-037 YOUNG 87163-00-046 HOOD & KRUSE ENTERPRISES 87163-00-032 ANDERSON 87201-00-003 CITY OF FORT COLLINS NATURAL RESOURCES 87201-00-926 PROPOSED :6 R.O.W. 7 r_ JUTULI _rUU EAST PROSPECT ROAD STATE OF COLORADO ADMINISTRATION BUILDING ENVIRONMENTAL LEARNING CENTER 87210-00-921 CITY OF FORT COLLINS NATURAL RESOURCES 87210-00-901 87210-00-018 CITY OF FORT COLUNS NATURAL RESOURCES 87210-00-918 BEHNKE 87210-00-010 "RIVERBEND PONDS" EXISTING 20' ANHEUSER BUSCH EASEMENT TEXISTING SANITARY SEWER EASEMENT .50�00 [PROPOSED" R.O.W. HAGEMAN EARTH & MONARCH LANDSCAPE ASSOC. LEASING CONSECO FINANCE VENDING SERVICES HAGEMAN 87210-00-013 HAGEMAN EARTH 87210-00-019 @K & M COMPANY 87210-00-006 CITY OF FORT COLLINS 87210-00-917 BEHNKE 87210-00-008 EXISTING 20' ACCESS - EASEMENT EXISTING 20' ANHEUSER BUSCH EASEMENT "COTTONWOOD HOLLOW NA TURAL AREA 2y +00- - /x EXISTING SANITARY -EXISTING SEWER EASEMENT- R.O.W. (5 60-+00r T5+-00- ---------- ------------------ -------------------- 64-7) EXISTING SANITARY SEWER EASEMENT EXISTING 30' PRPA EASEMENT R UNNING DEER NA TURAL AREA Al CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 400=922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 200 400 600 SCALE IN FEET rDEDICATED R.O.W. n13 12 70+00 ------------------- __ @9 -EXISTING XCEL GAS EASEMENT EXISTING GREELEY - WATERLINE EASEMENT DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. I- C) W W W W 0 z -9 Z5 z z z Z W — X_ �- Lij Ld U I.— U W W 0 0 fL r� W :3 0 0 Ljj cr M CD CD C13 >_ z < C:) W CD C\I 9- L5 C\I E ICO) c,4 cOOO 2 co c.4 cn E 'a C5 U.) 0) 1 0 C0,04 00 D=C:,o 0 -6 r.- I.- U) U) M (3) 0) - x 0 0) cc N U_ I- 'U_�' U) I-_ z W 2 W 0 0 E4 <ZO 0=1 W-10 0 LLJ I.— U) (L ly _Z U)O-j OLL-j wLL0 0_00 L) Cl) � w ar <_0 uu0u_ PROJECT NO. 020-207 DRAWING NO. GN-1 05 6 z :5 a. d 0 W 0- U) z 0 C) W U) C-1 CD VC3 z E C3 Ot 4*m 0 C 0 loll N! :3 M Q E > t 0 CO "o 0 C �,; V W 0 R: ErL, 0 -E 0> :P Ln I' 01 0 r_ goo a 00 � C�j a L CO .R LCy PO4 C ANA-0.0 COPYRIGHT 2007 STANT13C RRAWM ALTERATIM IT 8 A VIOLATION OF LAW FOR Off PERSON, U1%_ESS ACTING LINDER THE DRECTIDN OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO AmRs Tm DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED V HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. PANis Subsurface Drain Outlet (6"0 Non —Perforated Pipe). Max. bend in pipe 45% P.. . W. SECTION a E 1 —0" (typ.) 2 min. $—on Bottom of wing 6 Inch Perforated Pipe at 2% grade, minimum. After clearing the lowest wing continue the run, to daylight, with non —perforated pipe. For limits of geotextile, see detail. SECTION PERPENDICULAR TO ABUTMENT Low Wing 6 Inch Perforated Pipe Underdrain CE Structure Filter Material (Class 8) Timber spacer Pay limits for Structure Backfill (Class 1) and Mechanical Reinforcement of Soil C! Structure Backfill (Class 1) Undisturbed existing ground or compacted roadway embankment Geotextile Reinforcement If Geotexfile Reinforcement tack strip to mtextile ient. Compacted Soil GAP DETAIL STEP 1 2 $—ON F Geotextile Reinforcement WRAP DETAIL 0.5% of abutment height, 1" minimum 1 9_00 Compacted lift Structure Backfill (Class 1) 9-0" Staples or pins (typ.) )textile Reinforcement GAP DETAIL STEP 2 When required, the Geotextile Reinforcement wrap at Back Face of Abutment shall be temporarily hung wit h a spacer board and tack strip. After reaching a total of 1'-0" compacted lift, the tack strip shall be removed and Geotextile Reinforcement shall be pulled back slack free with its end anchored to soil underneath with staples or pins before the spacer board is pulled. Any alternate method to maintain the minimum gap between Abutment Concrete and Reinforced Soil may be proposed to the Engineer for approval. Bridqe rails not shown. NOTE: WRAP GEOTEXTILE FABRIC AT EDGE OF PHASE 1 CONSTRUCTION, TYP. SECTION Filter Material (Class 8) Geotextile 000F (Drainage) _j (Class A) is E 6 INCH PERFORATED PIPE UNDERDRAIN 6 Inch Perforated Pipe Underdrain includes all Filter Material (Class B) and Geotextile (Drainage) (Class A) surrounding the Filter Material (Class B). Geotextile Reinforcement shall be woven fabric with a Minimum Average Roll Value of 4800 lb/ft for installations with a gap and 2400 lb/ft for installations without a gap based on ASTM D4595. Geotextile Reinforcement shall be placed by alternating Machine Direction (MD) with Cross Machine Direction (XD) from layer to layer. The Geotextile Reinforcement wrap at Back Face of Abutment shall be pulled back slack free with its end anchored to soil underneath with staples or pins. Minimum splice of all Geofabric shall consist of 6" of overlap. Payment will be made under Item 206 Mechanical Reinforcement of Soil (cu.yd.) and Item 206 Structure Backfill (Class 1) (cu.yd.) and shall include the cost for 6 Inch Perforated Pipe Underdrain and Subsurface Drain Outlet (6"0 Non —Perforated Pipe). Installation of Pipe Underdrain and Subsurface Drain Outlet will conform to the Construction requirements of section 605.03 and 605.06, respectively. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon submitted by the CONTRACTOR. While this information information is believed to be reliable, Stantec is not responsible for its accuracy, nor for wors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO I w8MI9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. r 0�_ 0 '0 CY IWI 1 0 V) z 0 LLI 0-1 > LL W C:) C� CD z I 1 01 Ln 1q- r-) Cli JCJD j W :3 tA 0 L) W (n W W CD W 0 Z Z .4 E5 1�i z z -9 XZ _j 0 LU W cr U U�_ I.- C3 CD CO W (D W �U) z W z 0 0 fr (3W_ 0-r� cr) CID z C14 E 1.0 c4 (n 2coc4m E z 'D 0 z -6 0 0 CO20 ,t 8 W UJ I.- z 0-61�0) Cq (0 0 1 0�.. 0) —1 X �w 01.j 0 co CO CO C4 U_ LL. co z W W 0 W a- 0 <ZO -jo 00 U) W�_ a- of Z mon OLL—j MLL (LOU L) F- W Cl) < 0 WOLL PROJECT NO. 020-207 DRAWING NO. ST-216 56 _j < 0�_ z 3M Z 4 W ir 02 W C or 1 284 1%r CID cza 0 0 E0 0 ,4 C ccoci ;F8, co OD r 0 L 0 C1 0 r4l 0 C) 0 0 0 cli r-2 cm E Ln 0 co ra 8 10 � " OL 4"0 - rn COPYRJGHT C) 2007 STANnC ORAWING ALTERATION IT 15 A VIOLATION OF LAW FOR ANY PERSON. UNLES 'rMTECTT"E S ACTING DIRECTION OF LICENSED A PROFESSIONAL ENGONEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. I R (1) TEMPORARY BARRIER REQUIRED ALONG SOUTH SIDE OF EXISTING ROADWAY. (2) CONSTRUCT NEW BRIDGE TO CENTERLINE. (3) CONSTRUCT HALF OF THE MEDIAN COVER. T PAVE (3`HBP) EAST BOUND LANES. PHASE U CONSTRUCTION (1) SWITCH TRAFFIC TO PHASE I CONSTRUCTION (EAST BOUND LANES) (Z) COMPLETE EXCAVATION. (3) CONSTRUCT REMAINDER OF BRIDGE WIDTH. (1) PAVE WEST BOUND LANES (30HBP) AND APPLY PERMANENT STRIPING. PHASE 1H (3) SWITCH TRAFFIC BACK TO WEST BOUND LANES. (Z) REMOVE TEMPORARY STRIPING FROM EAST BOUND LANES AND PUT DOWN PERMANENT PAVEMENT MARKINGS. (1) OPEN ALL LANES. NOTE: EXISTING NORTH EDGE OF ASPHALT IS APPROXIMATELY 1' OUTSIDE THE PROPOSED NORTH EDGE OF DECK 12' LANE L 12' LANE 6 4' CONTRACTOR TO VERIFY EXISTING UTILITIES BEFORE EXCAVATION 991-6" 83'-0" 21'± S-0" j BRIDGE JTAL WIDTH 1B TO CURB MEDI 32'-0" LANES 9 GIRDERS 0 5'-0" = 45'-0' CHANNEL B01TOM I (2)PHASE I CONSTRUCTION 49'-9" 8'-3* 3 DRANNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. r Ir 0 W z z —j '42: LLI �-[D L) 00 (-)1— Uj CD W 0 (3 0 x ir �:; CL O_ W W 1! .4 _j C:) LLJ 0 0 Z Z x L) 0 (A < z 04 C-4 E OcA E in 2 coo c04, Z -0 -tog 8 0 Z zoc�csl L5 - M000co C0 vi-ct W cl�r_ W :)=CDOZI �_ L) 0 -a r-,*- 0 Z 0) x W 0.; a) (a (1)0) C4 LL I— LL CO z W 7- W 0 Ewl <ZO ODD W-jo �_00 L)o - Lu�_U) (Lryz C00-i Ou--J WLLO CLOL) F- <50 a- W LL PROJECT NO. 020-207 DRAWING NO. ST-217 57 z IL Z 0 W EL $ENT IS REOURED BY LAW TO HIS OR HER SEAL AND THE 'IDN "ALTERED BY' FOLLOWEI HER SIGNATURE AND SPECIF tIPTION OF THE ALTERATIONS, C In 1 2 8 A Pb rc:) z =0 (3410 in OC C 0 0 t 0 QD ro� a -0 Ry 0 L 0 0 0 In I 40 In C3 W cli C-J I V) I.- E a cc C 0 L 0 C' W; , Ln .93 C 71 Detail "B COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, DR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT 14 ANY WAY. E WHO ALTERS THIS REOURED BY LAW TO HER SEAL AND T14E LTERED BY" FOLLOWED BY IGNATURE AND SPECIFIC OF THE ALTERATIONS. (� Brg. Abut. RLAN 14'—Om Sin E) 3" Hot Bituminous Pavement over waterproofing membrane. 6 " #5 0 1 I —ON ringm _n T U* V 14 I —OW # 1 #4 0 11-60 I 1 -0 It 120 gage galv- sheet metal (To be included in the work) Ilk #5 0 1 —ON 3 I —Of$ #5 (6 Tot.) #4 01#-6" SECTION (9 With asphalt roadway For type 3 guardrail, ni sleeper slab for guardn post. Cut reinforcing notch. For type 7 guardrail, place end of guardrail on sleeper sla 2" deep poured joint filler #5 r� project V-15" into approach slab. 4" Exp'n. Joint Mat'l. pe for drainage ft/ft min. -SECTION & NOTES: Concrete Class D (Bridge) shall be used for approach slabs. Approach slab concrete shall be cured in accordance with the Specifications for Bridge Deck Approach Slab Concrete in Subsection 601. i " expansion joint material shall meet AASHTO 6 Spec. M213. 0 > #4 L 0 19-60 DETAIL 9913" *Contractor may use E: ON 1 DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOrMATION CENTER OF COLORADO I m800=9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 11 LI-111MMM W :3 L) UJI 4A III: ILL Or W W CD 0: W Z Z 0 < 0 z Z .4 _J in W 2 z C:) LLI i- LLJ �- Ed- I.- I- 0 U DO L) 1.- 0 W � 0 W � (/') z it Z-3 W� z 0 Q: (L Of 0 r; 0- .4 at 06 < cr) L) V) CV) 0 8 Z C� E c-4 0 04 Cn cj co CF) cr) E z d to T 8 0 Z C� C-4 C6 .10 Lu :S up LLI F- 0— &C z V)'5 �0)1�) 0) L).L: X W 0..; 0 W 0) Cf) 04 LL LL _4 ,A .1�5; I el U) z UJ 2 W 0 W CL 0 2 0 c3crig <ZO 0:3-1 ly-jo W i.- Cl) Q_1Xz mozi OLL—j XLL (Lou W Er < 0 a. w6u- PROJECT NO. 020-207 DRAWINC; NO. ST-218 58 CO 00 L- C) W < - Go a IE.Q CIO z -K 4-: C a 0 r= CJI C C) v a L Ln kgl Prospect Road: Pods and Blooms Foundation details 2 for 2 small standing steel structures Elevation of foundation showing rebar, Notes: Blue denotes steel base plate Final below ground depth COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 8 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WND ALTERS THIS DOCUMENT 15 REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED HIS OR HER SIGNATLRE AND SPE JOESCRIPTION OF THE ALTERATIO 01 to, I I J bolts, steel plate — to be fabricated by MW Design of foundation TBD by engineer 1 1 1-6" 1 --V ------------------ V- I /I ,oft (by 4) plate ete foundation 3r. rod Prospect Road: Pods and Blooms Foundation details 2 Foundation details for small standing steel Plan of foundation showing rebar, J bolts, Note: Blue denotes steel base plate — to 1/2* ring I* X 12 * 1/2" Reb Poured toncrete foundallkat- -- — - - - - - - - - - - - - - - — /I V-4* I V 30 J/ Base plate holet; 1 structures steel plate be fabricated by MW Design 1" steel base plate DRANNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. Of W 0 4 z —Z W � V) 0 0: C; IL Ln 99 U- C14 E u.) c,4 2co."m E Cj L9 19 8 N C*4 0 CIO 0 6 to- 00000O) 0) LL 1`- LL U W V) Cn I-- z W W 0 0 <ZO 0:3-1 0 z W -j 0 ,.-0(-) 0 (.) L) 0 MiLL (L Z W U)O-j Ou- MIX 3C p WLLO CLOL) CL L) W LL _j tc,) C) < 5) 0 W LL Q co rPROJECT NO. 020-207 DRAWING NO. ST-219A 59 28 ,. I rrr Ft4-. CD z OC 0 �� I I E t OW ' L 0 C, 011 '10 i. a 0 E OD V a 0 '0 iC " L (0 . 0 (IJ In be A DESCRIPTION Units: feet; Project: 181700003; Subaccount: Designer: GBO; Detailer: DC; Location: Fort Collins; East Prospect Road over The Cache La Poudre L-Path HORIZONTAL ALIGNMENT DATA HORIZONTAL TANGENT VERTICAL ALIGNMENT DATA I ELEVATION ELEVATION ELEVATION ELEVATION PERCENT AT PI AT GRADE STATION AT GRADE AT PI GRADE 0.530000 52+45.0000 PC 4894.7525 53+20.0000 PI 4894.9513 4895.1500 53+95.0000 PT 4894.7525 -0.530000 TABLE OF ROADWAY CROSS -SLOPES (SUPERELEVATION: E- -NC- STATION SLOPE LEFT SLOPE RIGHT VC LENGTH (ON TANGENT) -0.0200 -0.0200 50.00 (MAX) OFFSET PROFILE CONTROL TO PIVOT POINT - 0.0000 FEET LIMITS OF VALID ELEVATION AND CROSS -SLOPE DATA BEGIN END 50+00.0000 55+00.0000 LAYOUT LINE DATA LAYOUT LINE DEFINED TO BE COINCIDENT WITH HORIZONTAL CONTROL HCL STA OFFSET x LAYOUT LINE INTERSECTS REF LINE AT 52+11.8700 0.00000000 0.0000 BENT LIKE INTERSECTION POINT FROM LAYOUT LINE : BENT LINE DESCRIPTION OFFSET ORDINATE : LENGTH FROM SKEW STATION OFFSET ELEVATION x Y Y-AXIS D M S * HORIZONTAL CONTROL LINE * AT FINISHED GRADE BF ABUT 1 52+11.8700 0.0000 4894.5769 CL ABUT 1 52+13.1721 0.0000 4894.5838 10 CL PIER 2 52+56.3700 0.0000 4894.8082 10 CL ABUT 3 52+99.5679 0.0000 4894.9365 1 BF ABUT 3 53+00.8700 0.0000 4894.9383 0.0 North Edge of Deck BENT LINE STATION BF ABUT 1 51+97.9400 CL ABUT 1 51+99.2421 F-1 52+03.5619 F-2 52+07.8817 F-3 52+12.2015 F-4 52+16.5213 F-5 52+20.8411 F-6 52+25.1609 F-7 52+29.4807 F-8 52+33.8004 F-9 52+38.1202 CL PIER 2 52+42.4400 F-1 52+46.7598 F-2 52+51.0796 F-3 52+55.3994 F-4 52+59.7192 F-5 52+64.0390 F-6 52+68.3588 F-7 52+72.6786 F-8 52+76.9983 F-9 52+81.3181 CL ABUT 3 52+85.6379 BF ABUT 3 52+86.9400 COPYRIGHT C) 2007 STANTEC DRAWIMO ALTERATON IT 8 A VIDLATIDN OF LAW FOR AM PERSON. UNLESS ACTIND UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. To Y 0.0000 GIRDER LINE ROADWAY LENGTH FROM CROSS - REF LINE SLOPE 0.0000 0.0000 0.0000 -15 38 32.00 0.0000 0.0000 1.3021 0.0000 -15 38 32.00 1.3021 0.0000 44.5000 0.0000 -15 38 32.00 44.5000 0.0000 87.6979 0.0000 -15 38 32.00 87.6979 0.0000 89.0000 0.0000 -15 38 32.00 89.0000 PARALLEL TO LAYOUT LINE OFFSET ELEVATION ELEV+DL x -49.7500 4893.2581 -49.7500 -49.7500 4893.2650 -49.7500 -49.7500 4893.2879 -49.7500 -49.7500 4893.3108 -49.7500 -49.7500 4893.3337 -49.7500 -49.7500 4893.3566 -49.7500 -49.7500 4893.3795 -49.7500 -49.7500 4893.4024 -49.7500 -49.7500 4893.4252 -49.7500 -49.7500 4893.4481 -49.7500 -49.7500 4893.4710 -49.7500 -49.7500 4893.4939 -49.7500 -49.7500 4893.5167 -49.7500 -49.7500 4893.5384 -49.7500 -49.7500 4893.5588 -49.7500 -49.7500 4893.5779 -49.7500 -49.7500 4893.5956 -49.7500 -49.7500 4893.6120 -49.7500 -49.7500 4893.6271 -49.7500 -49.7500 4893.6409 -49.7500 -49.7500 4893.6534 -49.7500 -49.7500 4893.6645 -49.7500 -49.7500 4893.6676 -49.7500 0.250000 FEET BELOW FINISHED GRADE Y BENT LNTH SKEW GIRDER LNTH CRS-SLP -13.9300 -51.6634 -15 38 32.00 0.0000 -0.020000 -12.6279 -51.6634 -15 38 32.00 1.3021 -0.020000 -8.3081 5.6219 -0.020000 -3.9883 9.9417 -0.020000 0.3315 14.2615 -0.020000 4.6513 18.5813 -0.020000 8.9711 22.9011 -0.020000 13.2909 27.2208 -0.020000 17.6107 31.5406 -0.020000 21.9304 35.8604 -0.020000 26.2502 40.1802 -0.020000 30.5700 -51.6634 -15 38 32.00 44.5000 -0.020000 34.8898 48.8198 -0.020000 39.2096 53.1396 -0.020000 43.5294 57.4594 -0.020000 47.8492 61.7792 -0.020000 52.1690 66.0989 -0.020000 56.4888 70.4187 -0.020000 60.8086 74.7385 -0.020000 65.1283 79.0583 -0.020000 69.4481 83.3781 -0.020000 73.7679 -51.6634 -15 38 32.00 87.6979 -0.020000 75.0700 -51.6634 -15 38 32.00 89.0000 -0.020000 CL Gl BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 CL G2 BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT BF ABUT 3 CL G3 BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP 51+98.6050 -47.3750 4893.3091 -47.3750 -13.2650 -49.1971 -15 38 32.00 0.0000 -0.020000 51+99.9071 -47.3750 4893.3160 -47.3750 -11.9629 -49.1971 -15 38 32.00 1.3021 -0.020000 52+04.2269 -47.3750 4893.3389 -47.3750 -7.6431 5.6219 -0.020000 52+08.5467 -47.3750 4893.3618 -47.3750 -3.3233 9.9417 -0.020000 52+12.8665 -47.3750 4893.3847 -47.3750 0.9965 14.2615 -0.020000 52+17.1863 -47.3750 4893.4076 -47.3750 5.3163 18.5813 -0.020000 52+21.5061 -47.3750 4893.4305 -47.3750 9.6361 22.9011 -0.020000 52+25.8259 -47.3750 4893.4534 -47.3750 13.9559 27.2208 -0.020000 52+30.1457 -47.3750 4893.4763 -47.3750 18.2757 31.5406 -0.020000 52+34.4654 -47.3750 4893.4992 -47.3750 22.5954 35.8604 -0.020000 52+38.7852 -47.3750 4893.5221 -47.3750 26.9152 40.1802 -0.020000 52+43.1050 -47.3750 4893.5450 -47.3750 31.2350 -49.1971 -15 38 32.00 44.5000 -0.020000 52+47.4248 -47.3750 4893.5676 -47.3750 35.5548 48.8198 -0.020000 52+51.7446 -47.3750 4893.5891 -47.3750 39.8746 53.1396 -0.020000 52+56.0644 -47.3750 4893.6093 -47.3750 44.1944 57.4594 -0.020000 52+60.3842 -47.3750 4893.6282 -47.3750 48.5142 61.7792 -0.020000 52+64.7040 -47.3750 4893.6457 -47.3750 52.8340 66.0989 -0.020000 52+69.0238 -47.3750 4893.6619 -47.3750 57.1538 70.4187 -0.020000 52+73.3436 -47.3750 4893.6768 -47.3750 61.4736 74.7385 -0.020000 52+77.6633 -47.3750 4893.6904 -47.3750 65.7933 79.0583 -0.020000 52+81.9831 -47.3750 4893.7027 -47.3750 70.1131 83.3781 -0.020000 52+86.3029 -47.3750 4893.7136 -47.3750 74.4329 -49.1971 -15 38 32.00 87. 6979 -0.020000 52+87.6050 -47.3750 4893.7167 -47.3750 75.7350 -49.1971 -15 38 32.00 89.0000 -0.020000 PARALLEL TO 'LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP 51+99.9700 -42.5000 4893.4138 -42.5000 -11.9000 -44.1346 -15 38 32.00 0.0000 -0.020000 52+01.2721 -42.5000 4893.4207 -42.5000 -10.5979 -44.1346 -15 38 32.00 1.3021 -0.020000 52+05.5919 -42.5000 4893.4436 -42.5000 -6.2781 5.6219 -0.020000 52+09.9117 -42.5000 4893.4665 -42.5000 -1.9583 9.9417 -0.020000 52+14.2315 -42.5000 4893.4894 -42.5000 2.3615 14.2615 -0.020000 52+18.5513 -42.5000 4893.5123 -42.5000 6.6813 18. 5813 -0.020000 52+22.8711 -42.5000 4893.5352 -42.5000 11.0011 22.9011 -0.020000 52+27.1909 -42.5000 4893.5581 -42.5000 15.3209 27.2208 -0.020000 52+31.5106 -42.5000 4893.5810 -42.5000 19.6406 31.5406 -0.020000 52+35.8304 -42.5000 4893.6039 -42.5000 23.9604 35.8604 -0.020000 52+40.1502 -42.5000 4893.6268 -42.5000 28.2802 40. 1802 -0.020000 52+44.4700 -42.5000 4893.6497 -42.5000 32.6000 -44.1346 -15 38 32.00 44.5000 -0.020000 52+48.7898 -42.5000 4893.6721 -42.5000 36.9198 48.8198 -0.020000 52+53.1096 -42.5000 4893.6932 -42.5000 41.2396 53.1396 -0.020000 52+57.42 94 -42.5000 4893.7129 -42.5000 45.5594 57.4594 -0.020000 52+61.7492 -42.5000 4893.7314 -42.5000 49.8792 61.7792 -0.020000 52+66.0690 -42.5000 4893.7485 -42.5000 54.1990 66.0989 -0.020000 52+70.3888 -42.5000 4893.7643 -42.5000 58.5188 70.4187 -0.020000 52+74.7085 -42.5000 4893.7788 -42.5000 62.8385 74.7385 -0.020000 52+79.0283 -42.5000 4893.7919 -42.5000 67.1583 79.0583 -0.020000 52+83.3481 -42.5000 4893.8038 -42.5000 71.4781 83.3781 -0.020000 52+87.6679 -42.5000 4893.8143 -42.5000 75.7979 -44.1346 -15 38 32.00 87.6979 -0.020000 52+88.9700 -42.5000 4893.8172 -42.5000 77.1000 -44.1346 -15 38 32.00 89.0000 -0.020000 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP 52+01.3700 -37.5000 4893.5213 -37.5000 -10.5000 -38.9423 -15 38 32.00 0.0000 -0.020000 52+02.6721 -37.5000 4893.5282 -37.5000 -9.1979 -38.9423 -15 38 32.00 1.3021 -0.020000 52+06.9919 -37.5000 4893.5511 -37.5000 -4.8781 5.6219 -0.020000 52+11.3117 -37.5000 4893.5740 -37.5000 -0.5583 9.9417 -0.020000 52+15.6315 -37.5000 4893.5968 -37.5000 3.7615 14.2615 -0.020000 52+19.9513 -37.5000 4893.6197 -37.5000 8.0813 18.5813 -0.020000 52+24.2711 -37.5000 4893.6426 -37.5000 12.4011 22.9011 -0.020000 52+28.5909 -37.5000 4893.6655 -37.5000 16.7209 27.2208 -0.020000 52+32.9106 -37.5000 4893.6884 -37.5000 21.0406 31 .5406 -0.020000 52+37.2304 -37.5000 4893.7113 -37.5000 25.3604 35.8604 -0.020000 52+41.5502 -37.5000 4893.7342 -37.5000 29.6802 40.1802 -0.020000 52+45.8700 -37.5000 4893.7571 -37.5000 34.0000 -38.9423 -15 38 32 .00 44.5000 -0.020000 52+50.1898 -37.5000 4893.7791 -37.5000 38.3198 48.8198 -0.020000 52+54.5096 -37.5000 4893.7997 -37.5000 42.6396 53.1396 -0.020000 52+58.8294 -37.5000 4893.8190 -37.5000 46.9594 57.4594 -0.020000 52+63.1492 -37.5000 4893.8371 -37.5000 51.2792 61.7792 -0.020000 52+67.4690 -37.5000 4893.8537 -37.5000 55.5990 66.0989 -0.020000 52+71.7888 -37.5000 4893.8691 -37.5000 59.9188 70.4187 -0.020000 52+76.1085 -37.5000 4893.8832 -37.5000 64.2385 74.7385 -0.020000 52+80.4283 -37.5000 4893.8959 -37.5000 68.5583 79.0583 -0.020000 52+84.7481 -37.5000 4893.9073 -37.5000 72.8781 83. 3781 -0.020000 52+89.0679 -37.5000 4893.9174 -37.5000 77.1979 -38.9423 -15 38 32.00 87.6979 -0.020000 52+90.3700 -37.5000 4893.9202 -37.5000 78.5000 -38.9423 -15 38 32.00 89.0000 -0.020000 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO I 400mMwl 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I- L) W W CD W W Z z W I- Lij I- LLJ L) CO L) W 0 W Ir (3 ir 0. 0-M W W :3 CA L00 C:) LLJ 0 z U.1 z CV) 0 z C1,411 J CM EOc-4 0 q) 285"mcn E Z -0 -tog 8 0 z zoc�64 - cr*'4' LIJ W 1.- 2 :0, z > C500317I 0 -. 0) x W 0..; 0) 0 U) Cf) 04 UL I- LL Cl) z W M W 0 x (L 0 2 0 EC09 <ZO ozi-i W_J0 WF-0) a-(rz cl) 0 -D OLL-J WLLO 0_00 6 F- W , U)�x C) < -0 W 0 LL ROJECT NO. 020-207 DRAWING NO. ST-220 60 (1) z 0 W �e 0 W W C) L4 4., z I ow 4.0 r 0 (4 L w 0 " C 3 CL G4 BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 CL G5 BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 CL G6 BENT LINE BF ABUT 1 CL ABUT I F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 COPYRIGHT C) 2007 STANTEC DRAWNG ALTERATON STATION 52+02.7700 52+04.0721 52+08.3919 52+12.7117 52+17.0315 52+21.3513 52+25.6711 52+29.9909 52+34.3106 52+38.6304 52+42.9502 52+47.2700 52+51.5898 52+55.9096 52+60.2294 52+64.5492 52+68.8690 52+73.1888 52+77.5085 52+81.8283 52+86.1481 52+90.4679 52+91.7700 STATION 52+04.1700 52+05.4721 52+09.7919 52+14.1117 52+18.4315 52+22.7513 52+27.0711 52+31.3909 52+35.7106 52+40.0304 52+44.3502 52+48.6700 52+52.9898 52+57.3096 52+61.6294 52+65.9492 52+70.2690 52+74.5888 52+78.9085 52+83.2283 52+87.5481 52+91.8679 52+93.1700 STATION 52+05.5700 52+06.8721 52+11.1919 52+15.5117 52+19.8315 52+24.1513 52+28.4711 52+32.7909 52+37.1106 52+41.4304 52+45.7502 52+50.0700 52+54.3898 52+58.7096 52+63.0294 52+67.3492 52+71.6690 52+75.9888 52+80.3085 52+84.6283 52+88.9481 52+93.2679 52+94.5700 PARALLEL TO LAYOUT LINE OFFSET ELEVATION ELEV+DL x -32.5000 4893.6287 -32.5000 -32.5000 4893.6356 -32.5000 -32.5000 4893.6585 -32.5000 -32.5000 4893.6814 -32.5000 -32.5000 4893.7043 -32.5000 -32.5000 4893.7272 -32.5000 -32.5000 4893.7501 -32.5000 -32.5000 4893.7730 -32.5000 -32.5000 4893.7958 -32.5000 -32.5000 4893.8187 -32.5000 -32.5000 4893.8416 -32.5000 -32.5000 4893.8643 -32.5000 -32.5000 4893.8859 -32.5000 -32.5000 4893.9061 -32.5000 -32.5000 4893.9250 -32.5000 -32.5000 4893.9426 -32.5000 -32.5000 4893.9589 -32.5000 -32.5000 4893.9738 -32.5000 -32.5000 4893.9875 -32.5000 -32.5000 4893.9998 -32.5000 -32.5000 4894.0108 -32.5000 -32.5000 4894.0204 -32.5000 -32.5000 4894.0231 -32.5000 PARALLEL TO LAYOUT LINE OFFSET ELEVATION ELEV+DL x -27.5000 4893.7361 -27.5000 -27.5000 4893.7430 -27.5000 -27.5000 4893.7659 -27.5000 -27.5000 4893.7888 -27.5000 -27.5000 4893.8117 -27.5000 -27.5000 4893.8346 -27.5000 -27.5000 4893.8575 -27.5000 -27.5000 4893.8804 -27.5000 -27.5000 4893.9033 -27.5000 -27.5000 4893.9262 -27.5000 -27.5000 4893.9491 -27.5000 -27.5000 4893.9715 -27.5000 -27.5000 4893.9926 -27.5000 -27.5000 4894.0124 -�27.5000 -27.5000 4894.0309 -27.5000 -27.5000 4894.0480 -27.5000 -27.5000 4894.0639 -27.5000 -27.5000 4894.0784 -27.5000 -27.5000 4894.0916 -27.5000 -27.5000 4894.1035 -27.5000 -27.5000 4894.1140 -27.5000 -27.5000 4894.1233 -27.5000 -27.5000 4894.1258 -27.5000 PARALLEL TO LAYOUT LINE OFFSET ELEVATION ELEV+DL x -22.5000 4893.8435 -22.5000 -22.5000 4893.8504 -22.5000 -22.5000 4893.8733 -22.5000 -22.5000 4893.8962 -22.5000 -22.5000 4893.9191 -22.5000 -22.5000 4893.9420 -22.5000 -22.5000 4893.9649 -22.5000 -22.5000 4893.9878 -22.5000 -22.5000 4894.0107 -22.5000 -22.5000 4894.0336 -22.5000 -22.5000 4894.0565 -22.5000 -22.5000 4894.0785 -22.5000 -22.5000 4894.0992 -22.5000 -22.5000 4894.1185 -22.5000 -22.5000 4894.1366 -22.5000 -22.5000 4894.1533 -22.5000 -22.5000 4894.1687 -22.5000 -22.5000 4894.1828 -22.5000 -22.5000 4894.1956 -22.5000 -22.5000 4894.2070 -22.5000 -22.5000 4894.2172 -22.5000 -22.5000 4894.2260 -22.5000 -22.5000 4894.2284 -22.5000 0.250000 FEET BELOW FINISHED GRADE BENT LNTH SKEW GIRDER LNTH CRS-SLP -33.7500 -15 38 32.00 0.0000 -0.020000 -33.7500 -15 38 32.00 1.3021 -0.020000 5.6219 -0.020000 9.9417 -0.020000 14.2615 -0.020000 18.5813 -0.020000 22.9011 -0.020000 27.2208 -0.020000 31.5406 -0.020000 35.8604 -0.020000 40.1802 -0.020000 -33.7500 -15 38 32.00 44.5000 -0.020000 48.8198 -0.020000 53.1396 -0.020000 57.4594 -0.020000 61.7792 -0.020000 66.0989 -0.020000 70.4187 -0.020000 74.7385 -0.020000 79.0583 -0.020000 83.3781 -0.020000 -33.7500 -15 38 32.00 87.6979 -0.020000 -33.7500 -15 38 32.00 89.0000 -0.020000 0.250000 FEET BELOW FINISHED GRADE BENT LNTH SKEW GIRDER LNTH CRS-SLP -28.5577 -15 38 32.00 0.0000 -0.020000 -28.5577 -15 38 32.00 1.3021 -0.020000 5.6219 -0.020000 9.9417 -0.020000 14.2615 -0.020000 18.5813 -0.020000 22.9011 -0.020000 27.2208 -0.020000 31.5406 -0.020000 35.8604 -0.020000 40.1802 -0.020000 -28.5577 -15 38 32.00 44.5000 -0.020000 48.8198 -0.020000 53.1396 -0.020000 57.4594 -0.020000 61.7792 -0.020000 66.0989 -0.020000 70.4187 -0.020000 74.7385 -0.020000 79.0583 -0.020000 83.3781 -0.020000 -28.5577 -15 38 32.00 87.6979 -0.020000 -28.5577 -15 38 32.00 89.0000 -0.020000 0.250000 FEET BELOW FINISHED GRADE BENT LNTH SKEW GIRDER LNTH CRS-SLP -23.3654 -15 38 32.00 0.0000 -0.020000 -23.3654 -15 38 32.00 1.3021 -0.020000 5.6219 -0.020000 9.9417 -0.020000 14.2615 -0.020000 18.5813 -0.020000 22.9011 -0.020000 27.2208 -0.020000 31.5406 -0.020000 35.8604 -0.020000 40.1802 -0.020000 -23.3654 -15 38 32.00 44.5000 -0.020000 48.8198 -0.020000 53.1396 -0.020000 57.4594 -0.020000 61.7792 -0.020000 66.0989 -0.020000 70.4187 -0.020000 74.7385 -0.020000 79.0583 -0.020000 83.3781 -0.020000 -23.3654 -15 38 32.00 87.6979 -0.020000 -23.3654 -15 38 32.00 89.0000 -0.020000 CL G7 BENT LINE BF ABUT 1 CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 CL G8 BENT LINE BF ABUT I CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 CL G9 BENT LINE BF ABUT I CL ABUT 1 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL PIER 2 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 CL ABUT 3 BF ABUT 3 PARALLEL TO LAYOUT LINE STATION OFFSET ELEVATION ELEV+DL x 52+06.9700 -17.5000 4893.9509 -17.5000 52+08.2721 -17.5000 4893.9578 -17.5000 52+12.5919 -17.5000 4893.9807 -17.5000 52+16.9117 -17.5000 4894.0036 -17.5000 52+21.2315 -17.5000 4894.0265 -17.5000 52+25.5513 -17.5000 4894.0494 -17.5000 52+29.8711 -17.5000 4894.0723 -17.5000 52+34.1908 -17.5000 4894.0952 -17.5000 52+38.5106 -17.5000 4894.1181 -17.5000 52+42.8304 -17.5000 4894.1410 -17.5000 52+47.1502 -17.5000 4894.1637 -17.5000 52+51.4700 -17.5000 4894.1853 -17.5000 52+55.7898 -17.5000 4894.2056 -17.5000 52+60.1096 -17.5000 4894.2245 -17.5000 52+64.4294 -17.5000 4894.2421 -17.5000 52+68.7492 -17.5000 4894.2584 -17.5000 52+73.0690 -17.5000 4894.2734 -17.5000 52+77.3887 -17.5000 4894.2871 -17.5000 52+81.7085 -17.5000 4894.2994 -17.5000 52+86.0283 -17.5000 4894.3105 -17.5000 52+90.3481 -17.5000 4894.3202 -17.5000 52+94.6679 -17.5000 4894.3286 -17.5000 52+95.9700 -17.5000 4894.3308 -17.5000 PARALLEL TO LAYOUT LINE STATION OFFSET ELEVATION ELEV+DL x 52+08.3700 -12.5000 4894.0584 -12.5000 52+09.6721 -12.5000 4894.0653 -12.5000 52+13.9919 -12.5000 4894.0882 -12.5000 52+18.3117 -12.5000 4894.1111 -12.5000 52+22.6315 -12.5000 4894.1339 -12.5000 52+26.9513 -12.5000 4894.1568 -12.5000 52+31.2711 -12.5000 4894.1797 -12.5000 52+35.5908 -12.5000 4894.2026 -12.5000 52+39.9106 -12.5000 4894.2255 -12.5000 52+44.2304 -12.5000 4894.2484 -12.5000 52+48.5502 -12.5000 4894.2709 -12.5000 52+52.8700 -12.5000 4894.2920 -12.5000 52+57.1898 -12.5000 4894.3119 -12.5000 52+61.5096 -12.5000 4894.3304 -12.5000 52+65.8294 -12.5000 4894.3476 -12.5000 52+70.1492 -12.5000 4894.3634 -12.5000 52+74.4690 -12.5000 4894.3780 -12.5000 52+78.7887 -12.5000 4894.3912 -12.5000 52+83.1085 -12.5000 4894.4032 -12.5000 52+87.4283 -12.5000 4894.4138 -12.5000 52+91.7481 -12.5000 4894.4230 -12.5000 52+96.0679 -12.5000 4894.4310 -12.5000 52+97.3700 -12.5000 4894.4332 -12.5000 PARALLEL TO LAYOUT LINE STATION OFFSET ELEVATION ELEV+DL x 52+09.7700 -7.5000 4894.1658 -7.5000 52+11.0721 -7.5000 4894.1727 -7.5000 52+15.3919 -7.5000 4894.1956 -7.5000 52+19.7117 -7.5000 4894.2185 -7.5000 52+24.0315 -7.5000 4894.2414 -7.5000 52+28.3513 -7.5000 4894.2643 -7.5000 52+32.6711 -7.5000 4894.2872 -7.5000 52+36.9908 -7.5000 4894.3101 -7.5000 52+41.3106 -7.5000 4894.3329 -7.5000 52+45.6304 -7.5000 4894.3558 -7.5000 52+49.9502 -7.5000 4894.3779 -7.5000 52+54.2700 -7.5000 4894.3986 -7.5000 52+58.5898 -7.5000 4894.4180 -7.5000 52+62.9096 -7.5000 4894.4361 -7.5000 52+67.2294 -7.5000 4894.4529 -7.5000 52+71.5492 -7.5000 4894.4683 -7.5000 52+75.8690 -7.5000 4894.4824 -7.5000 52+80.1887 -7.5000 4894.4952 -7.5000 52+84.5085 -7.5000 4894.5067 -7.5000 52+88.8283 -7.5000 4894.5169 -7.5000 52+93.1481 -7.5000 4894.5258 -7.5000 52+97.4679 -7.5000 4894.5333 -7.5000 52+98.7700 -7.5000 4894.5353 -7.5000 0.250000 FEET BELOW FINISHED GRADE Y BENT LNTH SKEW GIRDER LNTH CRS-SLP -4.9000 -18.1731 -15 38 32.00 0.0000 -0.020000 -3.5979 -18.1731 -15 38 32.00 1.3021 -0.020000 0.7219 5.6219 -0.020000 5.0417 9.9417 -0.020000 9.3615 14.2615 -0.020000 13.6813 18.5813 -0.020000 18.0011 22.9011 -0.020000 22.3208 27.2208 -0.020000 26.6406 31.5406 -0.020000 30.9604 35.8604 -0.020000 35.2802 40.1802 -0.020000 39.6000 -18.1731 -15 38 32.00 44.5000 -0.020000 43.9198 48.8198 -0.020000 48.2396 53.1396 -0.020000 52.5594 57.4594 -0.020000 56.8792 61.7792 -0.020000 61.1990 66.0989 -0.020000 65.5187 70.4187 -0.020000 69.8385 74.7385 -0.020000 74.1583 79.0583 -0.020000 78.4781 83.3781 -0.020000 82.7979 -18.1731 -15 38 32.00 87.6979 -0.020000 84.1000 -18.1731 -15 38 32.00 89.0000 -0.020000 0.250000 FEET BELOW FINISHED GRADE Y BENT LNTH SKEW GIRDER LNTH CRS-SLP -3.5000 -12.9808 -15 38 32.00 0.0000 -0.020000 -2.1979 -12.9808 -15 38 32.00 1.3021 -0.020000 2.1219 5.6219 -0.020000 6.4417 9.9417 -0.020000 10.7615 14.2615 -0.020000 15.0813 18.5813 -0.020000 19.4011 22.9010 -0.020000 23.7208 27.2208 -0.020000 28.0406 31.5406 -0.020000 32.3604 35.8604 -0.020000 36.6802 40.1802 -0.020000 41.0000 -12.9808 -15 38 32.00 44.5000 -0.020000 45.3198 48.8198 -0.020000 49.6396 53.1396 -0.020000 53.9594 57.4594 -0.020000 58.2792 61.7792 -0.020000 62.5990 66.0989 -0.020000 66.9187 70.4187 -0.020000 71.2385 74.7385 -0.020000 75.5583 79.0583 -0.020000 79.8781 83.3781 -0.020000 84.1979 -12.9808 -15 38 32.00 87.6979 -0.020000 85.5000 -12.9808 -15 38 32.00 89.0000 -0.020000 0.250000 FEET BELOW FINISHED GRADE Y BENT LNTH SKEW GIRDER LNTH CRS-SLP -2.1000 -7.7885 -15 38 32.00 0.0000 -0.020000 -0.7979 -7 .7885 -15 38 32.00 1.3021 -0.020000 3.5219 5.6219 -0.020000 7.8417 9.9417 -0.020000 12.1615 14.2615 -0.020000 16.4813 18.5813 -0.020000 20.8011 22.9011 -0.020000 25.1208 27.2208 -0.020000 29.4406 31.5406 -0.020000 33.7604 35.8604 -0.020000 38.0802 40.1802 -0.020000 42.4000 -7.7885 -15 38 32.00 44.5000 -0.020000 46.7198 48.8198 -0.020000 51.0396 53.1396 -0.020000 55.3594 57.4594 -0.020000 59.6792 61.7792 -0.020000 63.9990 66.0989 -0.020000 68.3187 70.4187 -0.020000 72.6385 74.7385 -0.020000 76.9583 79.0583 -0.020000 81.2781 83.3781 -0.020000 85.5979 -7.7885 -15 38 32.00 87.6979 -0.020000 86.9000 -7.7885 -15 38 32.00 89.0000 -0.020000 DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UM"Y N"MCAMON CENTER OF COLORADO I w8MI9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 LJ C:) z C-) 0 W LL- W 0 0-1 z �w In q- n cj W cr -C 11 ir ir LLI Ld z Z .4 xz -j C) W W Ix LLJ �- Ld I.- C13 0 U DO W L) I.- W z CD '� z n CD W. G 0 0 .4 4 (f) x 6 (L ir a- ir L) 06 V) < z 04 C4 E,1.0 c-4 2 c.4 . E Z L) a U.) C9 8 0 Z 75 0 C� C-4 - 07 MUCOOO ,.t LLJ LU z > 05060 Of 0) U x LU 0�; 0 W Cj) CO C%4 LL F- LL & I z W M W 0 W (L 0 2 0 E4 <ZO ozi-i W-jo �-O(-) (.) L) - Lui.-U) Q-W9 U)O-j OLL-j WLLO 11-00 L) i.- W < 0 E W5LL "PROJECT NO. 020-207 DRAWING NO. ST-221 61 C0 z 0 W - I W zw W noLL on W �x 284 C 1 0 100 .4 V" z 0 00 0 16400: M0000 Jiv; qW cc 01i 74A 1- CL G10 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G12 to BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS -SLP BENT LINE BF ABUT 1 52+11.1700 -2.5000 4894.2732 -2.5000 -0.7000 -2.5962 -15 38 32.00 0.0000 -0.020000 BF CL ABUT ABUT 1 1 z CL ABUT 1 52+12.4721 -2.5000 4894.2801 -2.5000 0.6021 -2.59 62 -15 38 32.00 1.3021 -0.020000 F-1 F-1 52+16.7919 -2.5000 4894.3030 -2.5000 4.9219 5.6219 9.9417 -0.020000 -0.020000 F-2 3 F-2 52+21.1117 -2.5000 4894.3259 -2.5000 -2.5000 9.2417 13.5615 14.2615 -0.020000 F-3 0 .1 F-3 52+25.4315 52+29.7513 -2.5000 -2. 5000 4894.3488 4894.3717 -2.5000 17.8813 18.5813 -0.020000 F-4 CY F-4 F-5 52+34.0711 -2.5000 4894.3946 -2.5000 22.2011 22.9011 -0.020000 F-5 F-6 0 CY F-6 52+38.3908 -2.5000 4894.4175 -2.5000 26.5208 27.2208 -0.020000 F-7 F-7 52+42.7106 -2.5000 4894.4404 -2.5000 30.8406 31.5406 35.8604 - 0.020000 -0.020000 F-8 CO 0 r= F-8 52+47.0304 -2.5000 4894.4631 -2.5000 35.1604 40.1802 -0.020000 F-9 a '-w OM F-9 52+51.3502 -2.5000 4894.4847 -2.5000 39.4802 43.8000 -2.5962 -15 38 32.00 44.5000 -0.020000 CL PIER 2 CL PIER 2 52+55.6700 52+59.9898 -2.5000 -2.5000 4894.5050 4894.5240 -2.5000 -2.5000 48.1198 48.8198 -0.020000 F -1 0wo F-1 F-2 52+64.3096 -2.5000 4894.5417 -2.5000 52.4396 53.1396 -0.020000 F-2 F-3 F-3 52+68.6294 -2.5000 4894.5580 -2.5000 56.7594 57.4594 61.7792 -0.020000 -0.020000 F-4 F-4 52+72.9492 -2.5000 4894.5730 -2.5000 61.0792 66.0989 -0.020000 F-5 Lm 0/, C F-5 52+77.2690 -2.5000 4894.5867 -2.5000 65.3990 70.4187 -0.020000 F-6 2:; D F-6 52+81.5887 -2.5000 4894.5991 -2.5000 69.7187 74.7385 -0.020000 F-7 F-7 52+85.9085 -2.5000 4894.6102 -2.5000 74.0385 79.0583 -0.020000 F-8 :0 0 F-8 52+90.2283 -2.5000 -2.5000 4894.6199 4894.6284 -2.5000 -2.5000 78.3583 82.6781 83.3781 -0.020000 F-9 V.g ES: F-9 52+94.5481 4894.6355 -2.5000 86.9979 -2.5962 -15 38 32.00 87.6979 -0.020000 CL ABUT 3 9: CL BF ABUT ABUT 3 3 52+98.8679 53+00.1700 -2.5000 -2.5000 4894.6374 -2.5000 88.3000 -2.5962 -15 38 32.00 8 9.0000 -0.020000 BF ABUT 3 0 La Mfl 1 1 I -01 M 0-1 (A 0 z C) 0 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE UJI Ly- �n- > STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LN TH CRS-SLP LL 0 W Cr 52+13.9700 7.5000 4894.1880 7.5000 2.1000 7.7885 -15 38 32.00 0.0000 -0.020000 (n 0 52+15.2721 7.5000 4894.1949 7.5000 3.4021 7.7885 -15 38 32.00 1.3021 -0.020000 52+19.5919 7.5000 4894.2178 7.5000 7.7219 5.6219 -0.020000 31: 52+23.9117 7.5000 4894.2407 7.5000 12.0417 9.9417 -0.020000 < 52+28.2315 7.5000 4894.2636 7.5000 16.3615 14.2615 -0.020000 52+32.5513 7.5000 4894.2865 7.5000 20.6813 18.5813 -0.020000 52+36.8710 7.5000 4894.3094 7.5000 25.0010 22.9010 -0.020000 Lo Ln IV rn C14 LLOL 52+41.1908 7.5000 4894.3323 7.5000 29.3208 27.2208 -0.020000 52+45.5106 7.5000 4894.3552 7.5000 33.6406 31.5406 -0.020000 52+49.8304 7.5000 4894.3773 7.5000 37.9604 35.8604 -0.020000 52+54.1502 7.5000 4894.3980 7.5000 42.2802 40.1802 -0.020000 52+58.4700 7.5000 4894.4175 7.5000 46.6000 7.7885 -15 38 32.00 44.5000 -0.020000 52+62.7898 7.5000 4894.4356 7.5000 50.9198 48.8198 -0.020000 so 52+67.1096 7.5000 4894.4524 7.5000 55.2396 53.1396 -0.020000 L) 52+71.4294 7.5000 4894.4679 7.5000 59.5594 57.4594 -0.020000 52+75.7492 7.5000 4894.4821 7.5000 63.8792 61.7792 -0.020000 LL 52+80.0689 7.5000 4894.4949 7.5000 68.1989 66.0989 -0.020000 52+84.3887 7.5000 4894.5064 7.5000 72.5187 70.4187 -0.020000 a W ix W 52+88.7085 7.5000 4894.5167 7.5000 76.8385 74.7385 -0.020000 W � 0 a z .4 < 52+93.0283 7.5000 4894.5255 7.5000 81.1583 79.0583 -0.020000 a Z - Z LLJ 52+97.3481 7.5000 4894.5331 7.5000 85.4781 83.3781 -0.020000 W 0 53+01.6679 7.5000 4894.5394 7.5000 89.7979 7.7885 -15 38 32.00 87.6979 -0.020000 1- Ljj �-w U DO L) I.- co z LD 0 53+02.9700 7.5000 4894.5410 7.5000 91.1000 7.7885 -15 38 32.00 89.0000 -0.020000 W �CD W �(n W z a �r 0 4 �w z ir L) I r4 - ff CL G13 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE HCL, PGL, and CL PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BF ABUT 1 52+15.3700 12.5000 4894.0955 12.5000 3.5000 12.9808 -15 38 32.00 0.0000 -0.020000 BF ABUT 1 52+11.8700 0.0000 4894.3269 0.0000 0.0000 0.0000 -15 38 32.00 0.0000 CL ABUT 1 52+16.6721 12.5000 4894.1024 12.5000 4.8021 12.9808 -15 38 32.00 1.3021 -0.020000 CL ABUT 1 52+13.1721 0.0000 4894.3338 0.0000 1.3021 0.0000 -15 38 32.00 1.3021 F-1 52+20.9919 12.5000 4894.1253 12.5000 9.1219 5.6219 -0.020000 F-1 52+17.4919 0.0000 4894.3567 0.0000 5.6219 5.6219 F-2 52+25.3 117 12.5000 4894.1482 12.5000 13.4417 9.9417 -0.020000 F-2 52+21.8117 0.0000 4894.3796 0.0000 9.9417 9.9417 F-3 52+29.6315 12.5000 4894 .1710 12.5000 17.7615 14.2615 -0. 020000 F-3 52+26.1315 0.0000 4894.4025 0.0000 14.2615 14.2615 F-4 52+33.9513 12.5000 4894.1939 12.5000 22.0813 18.5813 -0.020000 F-4 52+30.4513 0.0000 4894.4254 0.0000 18.5813 18.5813 F-5 52+38.2710 12.5000 4894.2168 12.5000 26.4010 22.9011 -0-020000 F-5 52+34.7711 0.0000 4894.4483 0.0000 22.9011 22.9011 F-6 52+42.5908 12.5000 4894.2397 12.5000 30.7208 27.2208 -0.020000 F-6 52+39.0908 0.0000 4894.4712 0.0000 27.2208 27.2208 F-7 52+46.9106 12.5000 4894.2625 12.5000 35.0406 31.5406 -0.020000 F-7 52+43.4106 0.0000 4894.4941 0.0000 31.5406 31.5406 F-8 52+51.2304 12.5000 4894.2841 12.5000 39.3604 35.8604 -0.020000 F-8 52+47.7304 0.0000 4894.5167 0.0000 35.8604 35.8604 F-9 52+55.5502 12.5000 4894.3045 12.5000 43.6802 40.1802 -0.020000 F-9 52+52.0502 0.0000 4894.5381 0.0000 40.1802 40.1802 CL PIER 2 52+59.8700 12.5000 4894.3235 12.5000 48.0000 12.9808 -15 38 32.00 44 .5000 -0.020000 CL PIER 2 52+56.3700 0.0000 4894.5582 0.0000 44.5000 0.0000 -15 38 32.00 44.5000 F-1 52+64.1898 12.5000 4894.3412 12.5000 52.3198 48.8198 -0.020000 F-1 52+60.6898 0.0000 4894.5770 0.0000 48.8198 48.8198 F-2 52+68.5096 12.5000 4894.3576 12.5000 56.6396 53.1396 -0.020000 F-2 52+65.0096 0.0000 4894.5944 0.0000 53.1396 53.1396 F-3 52+72.8294 12.5000 4894.3726 12.5000 60.9594 57.4594 -0.020000 F-3 52+69.3294 0.0000 4894.6105 0.0000 57.4594 57.4594 F-4 52+77.1492 12.5000 4894.3864 12.5000 65.2792 61.7792 -0.020000 F-4 52+73.6492 0.0000 4894.6253 0.0000 61.7792 61.7792 F-5 52+81.4689 12.5000 4894.3988 12.5000 69.5989 66.0989 -0-020000 F-5 52+77.9689 0.0000 4894.6388 0.0000 66.0989 66.0989 F-6 52+85.7887 12.5000 4894.4099 12.5000 73.9187 70.4187 -0.020000 F-6 52+82.2887 0.0000 4894.6510 0.0000 70.4187 70.4187 F-7 52+90.1085 12.5000 4894.4197 12.5000 78.2385 74.7385 -0.020000 F-7 52+86.6085 0.0000 4894.6619 0.0000 74.7385 74.7385 F-8 52+94.4283 12.5000 4894.4281 12.5000 82.5583 79.0583 -0.020000 F-8 52+90.9283 0.0000 4894.6714 0.0000 79.0583 79.0583 F-9 52+98.7481 12.5000 4894.4353 12.5000 86.8781 83.3781 -0.020000 F-9 52+95.2481 0.0000 4894.6796 0.0000 83.3781 83.3781 CL ABUT 3 53+03 12.5000 4894.4411 12.5000 91.1979 12.9808 -15 38 32 .00 87.6979 -0.020000 CL ABUT 3 52+99.5679 0.0000 4894.6865 0.0000 87.6979 0.0000 -15 38 32.00 87.6979 BF ABUT 3 .0679 53+04.3700 12.5000 4894.4426 12.5000 92.5000 12.9808 -15 38 32.00 89.0000 -0.020000 BF ABUT 3 53+00.8700 0.0000 4894.6883 0.0000 89.0000 0.0000 -15 38 32.00 89.0000 CL G14 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G11 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y 52+16.7700 17.5000 4894.0029 17.5000 4.9000 18.1731 -15 38 32.00 0.0000 -0.020000 BF ABUT 1 52+12.5700 2.5000 4894.2806 2.5000 0.7000 2.5962 -15 38 32.00 0.0000 -0.020000 BF CL ABUT 1 ABUT 1 52+18.0721 17.5000 4894.0098 17.5000 6.2021 18.1731 -15 38 32.00 1.3021 -0.020000 CL ABUT 1 52+13.8721 2.5000 4894.2875 2.5000 2.0021 2.5962 -15 38 32.00 1.3021 -0.020000 F-1 52+22.3919 17.5000 4894.0327 17.5000 10.5219 5.6219 -0.020000 F-1 52+18.1919 2.5000 4894.3104 2.5000 6.3219 5.6219 -0.020000 F-2 52+26.7117 17.5000 4894.0556 17.5000 14.8417 9.9417 -0.020000 F-2 52+22.5117 2.5000 4894.3333 2.5000 10.6417 9.9417 -0.020000 F-3 52+31.0315 17.5000 4894.0785 17.5000 19.1615 14.2615 -0.020000 F-3 52+26.8315 2.5000 4894.3562 2.5000 14.9615 14.2615 -0.020000 F-4 52+35.3513 17.5000 4894.1014 17.5000 23.4813 18.5813 -0.020000 F-4 52+31.1513 2.5000 4894.3791 2.5000 19.2813 18.5813 -0.020000 F-5 52+39.6710 17.5000 4894.1243 17.5000 27.8010 22.9011 -0.020000 F-5 52+35.4710 2.5000 4894.4020 2.5000 23.6010 22.9011 -0.020000 F-6 52+43.9908 17.5000 4894.1472 17.5000 32.1208 27.2208 -0.020000 F-6 52+39.7908 2.5000 4894.4249 2.5000 27.9208 27.2208 -0.020000 F-7 52+48.3106 17.5000 4894.1697 17.5000 36.4406 31.5406 -0.020000 F-7 52+44.1106 2.5000 4894.4478 2.5000 32.2406 31.5406 -0.020000 F-8 52+52.6304 17.5000 4894.1909 17.5000 40.7604 35.8604 -0.020000 F-8 52+48.4304 2.5000 4894.4703 2.5000 36.5604 35.8604 -0.020000 F-9 52+56.9502 17.5000 4894.210 8 17.5000 45.0802 40.1802 -0.020000 F-9 52+52.7502 2.5000 4894.4915 2.5000 40.8802 40.1802 -0.020000 CL PIER 2 52+61.2700 17.5000 4894.2294 17.5000 49.4000 18.1731 -15 38 32.00 44.5000 -0.020000 CL PIER 2 52+57.0700 2.5000 4894.5113 2.5000 45.2000 2.5962 -15 38 32.00 44.5000 -0.020000 F-1 52+65.5898 17.5000 4894.2466 17.5000 53.719B 48.8198 -0.020000 F-1 52+61.3898 2.5000 4894.5299 2.5000 49.5198 48.8198 -0.020000 F-2 52+69.9096 17.5000 4894.2626 17.5000 58.0396 53.1396 -0.020000 F-2 52+65.7096 2.5000 4894.5471 2.5000 53.8396 53.1396 -0.020000 F-3 52+74.2294 17.5000 4894.2772 17.5000 62.3594 57.4594 -0.020000 F-3 52+70.0294 2.5000 4894.5630 2.5000 58.1594 57.4594 -0.020000 F-4 52+78.5492 17.50 00 4894.2905 17.5000 66.6792 61.7792 -0.020000 F-4 52+74.3492 2.5000 4894.5776 2.5000 62.4792 61.7792 -0.020000 F-5 52+82.8689 17.50 00 4894.3025 17.5000 70.9989 66.0990 -0.020000 F-5 52+78.6689 2.5000 4894.5909 2.5000 66.7989 66.0989 -0.020000 F-6 52+87.1887 17.50 00 4894.3132 17.5000 75.3187 70.4187 -0.020000 F-6 52+82.9887 2.5000 4894.6028 2.5000 71.1187 70.4187 -0.020000 F-7 52+91.5085 17.50 00 4894.3226 17.5000 79.6385 74.7385 -0.020000 F-7 52+87.3085 2.5000 4894.6135 2.5000 75.4385 74.7385 -0.020000 F-8 52+95.82B3 17.50 00 4894 .3306 17.5000 83.9583 79.0583 -0.020000 F-8 52+91.6283 2.5000 4894.6228 2.5000 79.7583 79.0583 -0.020000 F-9 53+00.1481 17.50 00 4894.3373 17.5000 88.2781 83.3781 -0.020000 F-9 52+95.9481 2.5000 4894.6308 2.5000 84.0781 83.3781 -0.020000 CL ABUT 3 53+04.4679 17.5000 4894.3427 17.5000 92.5979 18.1731 -15 38 32.00 87.6979 -0.020000 CL ABUT 3 53+00.2679 2.5000 4894.6375 2.5000 88.3979 2.5962 -15 38 32.00 87.6979 -0.020000 BF ABUT 3 53+05.7700 17.5000 4894.3441 17.5000 93.9000 18.1731 -15 38 32.00 89.0000 -0.020000 BF ABUT 3 53+01.5700 2.5000 4894.6392 2.5000 89.7000 2.5962 -15 38 32.00 89.0000 -0.020000 COPYRIGHT C) 2007 STAINTEC DRAWING ALTERATION IT 8 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED V HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800m9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. z 04 I 04 E u.) N in 2wcal)' F) E Z 70 V)CD 8 0 z zoc�c� 0 cn 20440 W W C) 0- 51,- O)M z W 0.jz M Cn a) " LL �- L�L� &I Cl) I-- z W 2 W 0 0 ocn* <ZO ozi-i X-jo uj�-U) a-wz Cnozi OLL-j WLL a-00 L L) W Cl) U < 0 WGLL PROJFCT NO. 020-207 DRAWING NO. ST-222 L 62 U) z 0 F- W z W W W C = 1 204 qW CID C) C ) I 0 0 0 0 0 0 QD n I M L In 0-� ,a > 0.250000 FEET BELOW FINISHED GRADE CL G18 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G15 PARALLEL TO LAYOUT LINE BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BF ABUT 1 52+22.3700 37.5000 4893.6326 37.5000 10.5000 38.9423 -15 38 32.00 0.0000 -0.020000 22.5000 6.3000 23.3654 -15 38 32.00 0.0000 -0.020000 or 37.5000 11.8021 38.9423 -15 38 32.00 1.3021 -0.020000 BF ABUT 1 52+18.1700 22.5000 4893.9103 -15 38 32.00 1.3021 -0.020000 CL ABUT 1 52+23.6721 37.5000 4893.6395 16.1219 5.6219 -0.020000 CL ABUT 1 52+19.4721 22.5000 4893.9172 22.5000 7.6021 23.3654 F-1 52+27.9919 37.5000 4893.6624 37.5000 9.9417 -0.020000 9 22.5000 4893.9401 22.5000 11.9219 5.6219 -0.020000 F-2 52+32.3117 37.5000 4893.6853 37.5000 20.4417 14.2615 -0.020000 F-1 52+23.791 22.5000 4893.9630 22.5000 16.2417 9.9417 -0.020000 37.5000 24.7615 18.5813 -0.020000 F-2 52+28.1117 14.2615 -0.020000 F-3 52+36.6315 37.5000 4893.7081 4893.9859 22.5000 20.5615 F-4 52+40.9512 37.5000 4893.7310 37.5000 29.0812 0.020000 F-3 52+32.4315 22.5000 18.5813 -0.020000 52+45.2710 37.5000 4893.7539 37.5000 33.4010 22.9011 - F-4 52+36.7512 22.5000 4894.0088 22.5000 24.8812 22.9011 -0.020000 F-5 37.5000 37.7208 27 .2208 -0.020000 F-5 52+41.0710 22.5000 4894.0317 22.5000 29.2010 27.2208 -0.020000 F-6 52+49.5908 37.5000 4893.7761 37.5000 42.0406 31.5406 -0.020000 F-6 52+45.3908 22.5000 4894.0546 22.5000 33.5208 31.5406 -0.020000 F-7 52+53.9106 37.5000 4893.7969 37.5000 46.3604 35.8604 -0.020000 F-7 52+49.7106 22.5000 4894.0767 22.5000 37.8406 35.8604 -0.020000 F-8 52+58.2304 37.5000 4893.8164 40.1802 -0.020000 F-8 52+54.0304 22.5000 4894.0975 22.5000 42.1604 40.1802 -0.020000 F-9 52+62.5502 37.5000 4893.8346 37.5000 50.6802 4.5000 -0.020000 4894.1170 22.5000 46.4802 2 52+66.8700 37.5000 4893.8515 37.5000 55.0000 38.9423 -15 38 32.00 4 F-9 52+58.3502 22.5000 23.3654 -15 38 32.00 44.5000 -0.020000 CL PIER 4893.8671 37.5000 59.3198 48.8198 -0.020000 CL PIER 2 52+62.6700 22.5000 4894.1351 22.5000 50.8000 48.8198 -0.020000 F-1 52+71.1898 37.5000 37.5000 63.6396 53.1396 -0.020000 F-1 52+66.9898 22.5000 4894.1520 22.5000 55.1198 53.1396 -0.020000 F-2 52+75.5096 37.5000 4893.8813 37.5000 67.9594 57.4594 -0.020000 F-2 52+71.3096 22.5000 4894.1675 22.5000 59.4396 57.4594 -0.020000 F-3 52+79.8294 37.5000 4893.8942 72.2791 61.7792 -0-020000 52+75.6294 22.5000 4894.1817 22.5000 63.7594 -0.020000 F-4 52+84.1491 37.5000 4893.9058 37.5000 66.0990 -0.020000 F-3 22.5000 68.0791 61.7792 F-5 52+88.4689 37.5000 4893.9161 37.5000 76.5989 F-4 52+79.9491 22.5000 4894.1946 22.5000 72.3989 66.0989 -0.020000 52+92.7887 37.5000 4893.9251 37.5000 60.9187 70.4187 -0.020000 F-5 52+84.2689 22.5000 4894.2061 70.4187 -0.020000 F-6 37.5000 85.2385 74.7385 -0.020000 F-6 52+88.5887 22.5000 4894.2164 22.5000 76.7187 74.7385 -0.020000 F-7 52+97.1085 37.5000 4893.9327 79.0583 -0.020000 22.5000 4894.2253 22.5000 81.0385 F-8 53+01.4283 37.5000 4893.9391 37.5000 89.5583 F-7 52+92.9085 22.5000 85.3583 79.0583 -0.020000 F-9 53+05.7481 37.5000 4893.9441 37.5000 93.8781 83.3781 -0.020000 F-8 52+97.2283 22.5000 4894.2329 22 89.6781 83.3781 -0.020000 37.5000 98.1979 38.9423 -15 38 32.00 87.6979 -0.020000 F-9 53+01.5481 22.5000 4894.2392 .5000 23.3654 -15 38 32.00 87.6979 -0.020000 CL ABUT 3 53+10.0679 37.5000 4893.9478 37.5000 99.5000 38.9423 -15 38 32.00 89.0000 -0.020000 CL ABUT 3 53+05.8679 22.5000 4894.2442 22.5000 93.9979 BF ABUT 3 53+11.3700 37.5000 4893.9486 BF ABUT 3 53+07.1700 22.5000 4894.2454 22.5000 95.3000 23.3654 -15 38 32.00 89.0000 -0.020000 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G16 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G19 BENT LNTH SKEW GIRDER LNTH CRS-SLP OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LINE STATION BF ABUT 1 52+23.7700 42 5000 4893.5400 42.5000 11.9000 44.1346 -15 38 32.00 0.0000 -0.020000 27.5000 7.7000 28.5577 -15 38 32.00 0.0000 -0.020000 :5000 4893.5469 42.5000 13.2021 44.1346 -15 38 32.00 1.3021 -0.020000 BF ABUT 1 52+19.5700 27.5000 4893.8177 1.3021 -0.020000 CL ABUT 1 52+25.0721 42 42.5000 17.5219 5.6219 -0.020000 52+20.8721 27.5000 4893.8246 27.5000 9.0021 28.5577 -15 38 32.00 5.6219 -0.020000 F-1 52+29.3919 42.5000 4893.5698 42.5000 21.8417 9.9417 -0.020000 CL ABUT 1 52+25.1919 27.5000 4893.8475 27.5000 13.3219 F-2 52+33.7117 42.5000 4893.5927 14.2615 -0.020000 F-1 27.5000 4893.8704 27.5000 17.6417 9.9417 -0.020000 42.5000 26.1615 0.020000 F-2 52+29.5117 14.2615 -0.020000 F-3 52+38.0315 42.5000 4893.6156 18.5813 - 27.5000 4893.8933 27.5000 21.9615 F-4 52+42.3512 42.5000 4893.6385 42.5000 30.4812 22.9010 -0.020000 F-3 52+33.8315 27.5000 4893.9162 27.5000 26.2812 18.5813 -0.020000 F-5 52+46.6710 42.5000 4893.6613 42.5000 34.8010 F-4 52+38.1512 22.9011 -0.020000 42.5000 39.1208 27.2208 -0.020000 F-5 52+42.4710 27.5000 4893.9391 27.5000 30.6010 27.2208 -0.020000 F-6 52+50.9908 42.5000 4893.6830 42.5000 43.4406 31.5406 -0.020000 F-6 52+46.7908 27.5000 4893.9619 27.5000 34.9208 31.5406 -0.020000 F-7 52+55.3106 42.5000 4893.7034 42.5000 47.7604 35.8604 -0.020000 F-7 52+51.1106 27.5000 4893.9836 27.5000 39.2406 35.8604 -0.020000 F-8 52+59.6304 42.5000 4893.7225 40.1802 -0.020000 27.5000 4894.0039 27.5000 43.5604 F-9 52+63.9502 42.5000 4893.7402 42.5000 52.0802 0.020000 F-8 52+55.4304 40.1802 -0.020000 42.5000 56.4000 44.1346 -15 38 32.00 44.5000 - F-9 52+59.7502 27.5000 4894.0230 27.5000 47.8802 44.5000 -0.020000 CL PIER 2 52+68.2700 42.5000 4893.7567 42.5000 60.7198 48.8198 -0.020000 CL PIER 2 52+64.0700 27.5000 4894.0407 27.5000 52.2000 28.5577 -15 38 32.00 48.8198 -0.020000 F-1 52+72.5898 42.5000 4893.7718 42.5000 65.0396 53.1396 -0.020000 F-1 52+68.3898 27.5000 4894.0571 27.5000 56.5198 53.1396 -0.020000 F-2 52+76.9096 42.5000 4893.7856 42.5000 69.3594 57.4594 -0.020000 F-2 52+72.7096 27.5000 4894.0722 27.5000 60.8396 57.4594 -0.020000 F-3 52+81.2294 42.5000 4893.7981 42.5000 73.6791 61.7792 -0.020000 F-3 52+77.0294 27.5000 4894.0860 27.5000 65.1594 61.7792 -0.020000 F-4 52+85.5491 42.5000 4893.8093 42.5000 77.9989 66.0989 -0.020000 F-4 52+81.3491 27.5000 4894.0985 27.5000 69.4791 66.0990 -0.020000 F-5 52+89.8689 42.5000 4893.8192 42.5000 82.3187 70.4187 -0.020000 F-5 52+85.6689 27.5000 4894.1096 27.5000 73.7989 70.4187 -0.020000 F-6 52+94.1887 42.5000 4893.8277 42.5000 86.6385 74.7385 -0.020000 F-6 52+89.9887 27.5000 4894.1194 27.5000 78.1187 74.7385 -0.020000 F-7 52+98.5085 42.5000 4893.8349 42.5000 90.9583 79.0583 -0.020000 F-7 52+94.3085 27.5000 4894.1279 27.5000 82.4385 79.0583 -0.020000 F-8 53+02.8283 42.5000 4893.8408 83.3781 -0.020000 27.5000 86.7583 F-9 53+07.1481 42.5000 4893.8454 42.5000 95.2781 -0.020000 F-8 52+98.6283 27.5000 4894.1351 83.3781 -0.020000 99.5979 44.1346 -15 38 32.00 87.6979 53+02.9481 27.5000 4894.1410 27.5000 91.0781 CL ABUT 3 53+11.4679 42.5000 4893.8487 42.5000 F-9 -15 38 32.00 87.6979 -0.020000 42.5000 100.9000 44.1346 -15 38 32.00 89.0000 -0.020000 CL ABUT 3 53+07.2679 27.5000 4894.1455 27.5000 95.3979 28.5577 BF ABUT 3 53+12.7700 42.5000 4893.8494 BF ABUT 3 53+08.5700 27.5000 4894.1466 27.5000 96.7000 28.5577 -15 38 32.00 89.0000 -0.020000 CL G17 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE CL G20 PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BF ABUT 1 52+20.9700 32.5000 4893.7251 32.5000 9.1000 33.7500 -15 38 32.00 0.0000 -0.020000 0.0000 -0.020000 10.4021 33.7500 -15 38 32.00 1.3021 -0.020000 BF ABUT 1 52+25.1350 47.3750 4893.4497 47.3750 13.2650 49.1971 -15 38 32.00 CL ABUT 1 52+22.2721 32.5000 4893.7320 32.5000 5.6219 -0.020000 47.3750 14.5671 49.1971 -15 38 32.00 1.3021 -0.020000 F-1 52+26.5919 32.5000 4893.7549 32.5000 14.7219 CL ABUT 1 52+26.4371 47.3750 4893.4566 47.3750 18.8869 5.6219 -0.020000 52+30.9117 32.5000 4893.7778 32.5000 19.0417 9.9417 -0.020000 F-1 52+30.7569 47.3750 - 4893.4795 9.9417 -0.020000 F-2 4893.8007 32.5000 23.3615 14.2615 -0.020000 F-2 52+35.0767 47.3750 4893.5024 47.3750 23.2067 14.2615 -0.020000 F-3 52+35.2315 32.5000 18.5813 -0.020000 F-3 52+39.3964 47.3750 4893.5253 47.3750 27.5264 F-4 52+39.5512 32.5000 4893.8236 32.5000 27.6812 22.9010 -0.020000 F-4 52+43.7162 47.3750 4893.5482 47.3750 31.8462 18.5813 -0.020000 F-5 52+43.8710 32.5000 4893.8465 32.5000 32.0010 27.2208 -0.020000 F-5 52+48.0360 47.3750 4893.5708 47.3750 36.1660 22.9010 -0.020000 F-6 52+48.1908 32.5000 4893.8691 32.5000 36.3208 31.5406 -0.020000 47.3750 40.4858 27.2208 -0.020000 F-7 52+52.5106 32.5000 4893.8903 32.5000 40.6406 F-6 52+52.3558 47.3750 4893.5921 31.5406 -0.020000 52+56.8304 32.5000 4893.9103 32.5000 44.9604 35.8604 -0.020000 F-7 52+56.6756 47.3750 4893.6121 47.3750 44.8056 35.8604 -0.020000 F-8 52+61.1502 32.5000 4893.9289 32.5000 49.2802 40.1802 -0.020000 F-8 52+60.9954 47.3750 4893.6307 47.3750 49.1254 40.1802 -0.020000 F-9 4893.9462 32.5000 53.6000 33.7500 -15 38 32.00 44.5000 -0.020000 F-9 52+65.3152 47.3750 4893.6481 47.3750 53.4452 -15 38 32.00 44.5000 -0.020000 CL PIER 2 52+65.4700 32.5000 48.8198 -0.020000 CL PIER 2 52+69.6350 47.3750 4893.6641 47.3750 57.7650 49.1971 F-1 52+69.7898 32.5000 4893.9622 32.5000 57.9198 53.1396 -0.020000 F-1 52+73.9548 47.3750 4893.6788 47.3750 62.0848 48.8198 -0.020000 F-2 52+74.1096 32.5000 4893.9768 32.5000 62.2396 57.4594 -0.020000 F-2 52+78.2746 47.3750 4893.6922 47.3750 66.4046 53.1396 -0.020000 F-3 52+78.4294 32.5000 4893.9902 32.5000 66.5594 61.7792 -0.020000 47.3750 70.7243 57.4594 -0.020000 F-4 52+82.7491 32.5000 4894.0022 32.5000 70.8791 66.0989 -0.020000 F-3 52+82.5943 47.3750 4893.7043 47.3750 75.0441 61.7792 -0.020000 52+87.0689 32.5000 4894.0129 32.5000 75.1989 F-4 52+86.9141 47.3750 4893.7151 -0.020000 F-5 70.4187 -0.020000 F-5 52+91.2339 47.3750 4893.7245 47.3750 79.3639 66.0989 F-6 52+91.3887 32.5000 4894.0223 32.5000 79.5187 74.7385 -0.020000 F-6 52+95.5537 47.3750 4893.7326 47.3750 83.6837 70.4187 -0.020000 F-7 52+95.7085 32.5000 4894.0304 32.5000 83.8385 79.0583 -0.020000 F-7 52+99.8735 47.3750 4893.7394 47.3750 88.0035 74.7385 -0.020000 F-8 53+00.0283 32.5000 4894.0372 32.5000 88.1583 83.3781 -0.020000 F-8 53+04.1933 47.3750 4893.7449 47.3750 92.3233 79.0583 -0.020000 F-9 53+04.3481 32.5000 4894.0426 32.5000 92.4781 33.7500 -15 38 32.00 87.6979 -0.020000 47.3750 96.6431 83.3781 -0.020000 CL ABUT 3 53+08.6679 32.5000 4894.0467 32.5000 96.7979 38 32.00 89.0000 -0.020000 F-9 53+08.5131 47.3750 4893.7491 47.3750 100.9629 49.1971 -15 38 32.00 87 .6979 -0.020000 BF ABUT 3 53+09.9700 32.5000 4894.0477 32.5000 98.1000 33.7500 -15 CL ABUT 3 53+12.8329 47.3750 4893.7519 49.1971 -15 38 32 .00 89. 0000 -0.020000 BF ABUT 3 53+14.1350 47.3750 4893.7525 47.3750 102.2650 0' COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENM WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC �CPPIPTM nF THE ALTERATIONS. DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL Umny NOTSCATION CENTER OF COLORADO 1 w800m922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. W W Ln L) W I'- x cr L) W W W 0 ZZ (3 < Z 4 -j 0 z W M z 0 >- I.- LLI �- LLJ L) CO �-M 0I.- co C) CD W 0 W z at W Z (L 0. Ir 0 U fA < Cf) (D 8 z C%,4 C4 E C-4 2 GO c04, F) E Z -0 - U-) CID 8 0 0 - C� - 0 CS04 00 8 46'4t IRT � W W 3=00B 1`- 0 - F- r- 0 Z U)00)0) x W 0.; 4) W Cn Cf) NLL�-LL & I z W M W 0 W (L 0 z 04 0 <ZO < 0-j-j > ,Z--JO 1.- 0 L) W -.1 00 W LIJ F- Q-Q�z y L) co 0 -j OIL W WLL0 (L 0 W U-(!) u F- W n Cn W 0< 0 E W5LL I= In kz=- e- I PROJECT NO. 020-207 DRAWING NO. ST-223 63 ft� C . 1 Tr I z :3 to E 4- 0 CM a L 0 kAj I Er, Is South Edge of Deck PARALLEL TO LAYOUT LINE 0.250000 FEET BELOW FINISHED GRADE BENT LINE STATION OFFSET ELEVATION ELEV+DL x Y BENT LNTH SKEW GIRDER LNTH CRS-SLP BF ABUT 1 52+25.8000 49.7500 4893.4057 49.7500 13.9300 51.6634 -15 38 32.00 0.0000 -0.020000 CL ABUT 1 52+27.1021 49.7500 4893.4126 49.7500 15.2321 51.6634 -15 38 32.00 1.3021 -0.020000 F-1 52+31.4219 49.7500 4893.4355 49.7500 19.5519 5.6219 -0.020000 F-2 52+35.7417 49.7500 4893.4584 49.7500 23.8717 9.9417 -0.020000 F-3 52+40.0614 49.7500 4893.4813 49.7500 28.1914 14.2615 -0.020000 F-4 52+44.3812 49.7500 4893.5042 49.7500 32.5112 18.5813 -0.020000 F-5 52+48.7010 49.7500 4893.5266 49.7500 36.8310 22.9010 -0.020000 F-6 52+53.0208 49.7500 4893.5477 49.7500 41.1508 27.2208 -0.020000 F-7 52+57.3406 49.7500 4893.5675 49.7500 45.4706 31.5406 -0.020000 F-8 52+61.6604 49.7500 4893.5860 49.7500 49.7904 35.8604 -0.020000 F-9 52+65.9802 49.7500 4893.6031 49.7500 54.1102 40.1802 -0.020000 CL PIER 2 52+70.3000 49.7500 4893.6190 49.7500 58.4300 51.6634 -15 38 32.00 44.5000 -0.020000 F-1 52+74.6198 49.7500 4893.6335 49.7500 62.7498 48.8198 -0.020000 F-2 52+78.9396 49.7500 4893.6467 49.7500 67.0696 53.1396 -0.020000 F-3 52+83.2593 49.7500 4893.6586 49.7500 71.3893 57.4594 -0.020000 F-4 52+87.5791 49.7500 4893.6691 49.7500 75.7091 61.7792 -0.020000 F-5 52+91.8989 49.7500 4893.6783 49.7500 80.0289 66.0989 -0.020000 F-6 52+96.2187 49.7500 4893.6863 49.7500 84.3487 70.4187 -0.020000 F-7 53+00.5385 49.7500 4893.6929 49.7500 88.6685 74.7385 -0.020000 F-8 53+04.8583 49.7500 4893.6981 49.7500 92.9883 79.0583 -0.020000 F-9 53+09.1781 49.7500 4893.7021 49.7500 97.3081 83.3781 -0.020000 CL ABUT 3 53+13.4979 49.7500 4893.7048 49.7500 101.6279 51.6634 -15 38 32.00 87.6979 -0.020000 BF ABUT 3 53+14.8000 49.7500 4893.7053 49.7500 102.9300 51.6634 -15 38 32.00 89.0000 -0.020000 ROADWAY APPROACHES STATION OFFSET ELEVATION CROSS -SLOPE STATION OFFSET ELEVATION CROSS -SLOPE 50+50 -33.5000 4893.0490 -0.020000 53+10 -33.5000 4894.2777 -0.020000 50+60 -33.5000 4893.1020 -0.020000 53+20 -33.5000 4894.2812 -0.020000 50+70 -33.5000 4893.1550 -0.020000 53+30 -33.5000 4894.2777 -0.020000 50+80 -33.5000 4893.2080 -0.020000 53+40 -33.5000 4894.2671 -0.020000 50+90 -33.5000 4893.2610 -0.020000 53+50 -33.5000 4894.2494 -0.020000 51+00 -33.5000 4893.3140 -0.020000 53+60 -33.5000 4894.2247 -0.020000 51+10 -33.5000 4893.3670 -0.020000 53+70 -33.5000 4894.1929 -0.020000 51+20 -33.5000 4893.4200 -0.020000 53+80 -33.5000 4894.1540 -0.020000 51+30 -33.5000 4893.4730 -0.020000 53+90 -33.5000 4894.1081 -0.020000 51+40 -33.5000 4893.5260 -0.020000 54+00 -33.5000 4894.0560 -0.020000 51+50 -33.5000 4893.5790 -0.020000 54+10 -33.5000 4894.0030 -0.020000 51+60 -33.5000 4893.6320 -0.020000 54+20 -33.5000 4893.9500 -0.020000 51+70 -33.5000 4893.6850 -0.020000 54+30 -33.5000 4893.8970 -0.020000 51+80 -33.5000 4893.7380 -0.020000 54+40 -33.5000 4893.8440 -0.020000 51+90 -33.5000 4893.7910 -0.020000 54+50 -33.5000 4893.7910 -0.020000 52+00 -33.5000 4893.8440 -0.020000 54+60 -33.5000 4893.7380 -0.020000 50+50 -9.5000 4893.5290 -0.020000 53+10 -9.5000 4894.7577 -0.020000 50+60 -9.5000 4893.5820 -0.020000 53+20 -9.5000 4894.7612 -0.020000 50+70 -9.5000 4893.6350 -0.020000 53+30 -9.5000 4894.7577 -0.020000 50+80 -9.5000 4893.6880 -0.020000 53+40 -9.5000 4894.7471 -0.020000 50+90 -9.5000 4893.7410 -0.020000 53+50 -9.5000 4894.7294 -0.020000 51+00 -9.5000 4893.7940 -0.020000 53+60 -9.5000 4894.7047 -0.020000 51+10 -9.5000 4893.8470 -0.020000 53+70 -9.5000 4894.6729 -0.020000 51+20 -9.5000 4893.9000 -0.020000 53+80 -9.5000 4894.6340 -0.020000 51+30 -9.5000 4893.9530 -0.020000 53+90 -9.5000 4894.5881 -0.020000 51+40 -9.5000 4894.0060 -0.020000 54+00 -9.5000 4894.5360 -0.020000 51+50 -9.5000 4894.0590 -0.020000 54+10 -9.5000 4894.4830 -0.020000 51+60 -9.5000 4894.1120 -0.020000 54+20 -9.5000 4894.4300 -0.020000 51+70 -9.5000 4894.1650 -0.020000 54+30 -9.5000 4894.3770 -0.020000 51+80 -9.5000 4894.2180 -0.020000 54+40 -9.5000 4894.3240 -0.020000 51+90 -9.5000 4894.2710 -0.020000 54+50 -9.5000 4894.2710 -0.020000 52+00 -9.5000 4894.3240 -0.020000 54+60 -9.5000 4894.2180 -0.020000 50+50 0.0000 4893.7190 53+10 0.0000 4894.9477 50+60 0.0000 4893.7720 53+20 0.0000 4894.9513 50+70 0.0000 4893.8250 53+30 0.0000 4894.9477 50+80 0.0000 4893.8780 53+40 0.0000 4894.9371 50+90 0.0000 4893.9310 53+50 0.0000 4894.9194 51+00 0.0000 4893.9840 53+60 0.0000 4894.8947 51+10 0.0000 4894.0370 53+70 0.0000 4894.8629 51+20 0.0000 4894.0900 53+80 0.0000 4894.8240 51+30 0.0000 4894.1430 53+90 0.0000 4894.7781 51+40 0.0000 4894.1960 54+00 0.0000 4894.7260 51+50 0.0000 4894.2490 54+10 0.0000 4894.6730 51+60 0.0000 4894.3020 54+20 0.0000 4894.6200 COPYRIGHT C) T007 STANTEC DRAWING ALTERATION IT 8 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WND ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX IN OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS DR HER SIGNATURE AND SPECIFIC �DESCRIPTION OF T14E ALTERATIONS. * ROADWAY APPROACHES * STATION OFFSET ELEVATION CROSS -SLOPE STATION OFFSET ELEVATION CROSS -SLOPE 51+70 0.0000 4894.3550 54+30 0.0000 4894.5670 51+80 0.0000 4894.4080 54+40 0.0000 4894.5140 51+90 0.0000 4894.4610 54+50 0.0000 4894.4610 52+00 0.0000 4894.5140 54+60 0.0000 4894.4080 50+50 9.5000 4893.5290 -0.020000 53+10 9.5000 4894.7577 -0.020000 50+60 9.5000 4893.5820 -0.020000 53+20 9.5000 4894.7612 -0.020000 50+70 9.5000 4893.6350 -0.020000 53+30 9.5000 4894.7577 -0.020000 50+80 9.5000 4893.6880 -0.020000 53+40 9.5000 4894.7471 -0.020000 50+90 9.5000 4893.7410 -0.020000 53+50 9.5000 4894.7294 -0.020000 51+00 9.5000 4893.7940 -0.020000 53+60 9.5000 4894.7047 -0.020000 51+10 9.5000 4893.8470 -0.020000 53+70 9.5000 4894.6729 -0.020000 51+20 9.5000 4893.9000 -0.020000 53+80 9.5000 4894.6340 -0.020000 51+30 9.5000 4893.9530 -0.020000 53+90 9.5000 4894.5881 -0.020000 51+40 9.5000 4894.0060 -0.020000 54+00 9.5000 4894.5360 -0.020000 51+50 9.5000 4894.0590 -0.020000 54+10 9.5000 4894.4830 -0.020000 51+60 9.5000 4894.1120 -0.020000 54+20 9.5000 4894.4300 -0.020000 51+70 9.5000 4894.1650 -0.020000 54+30 9.5000 4894.3770 -0.020000 51+80 9.5000 4894.2180 -0.020000 54+40 9.5000 4894.3240 -0.020000 51+90 9.5000 4894.2710 -0.020000 54+50 9.5000 4894.2710 -0.020000 52+00 9.5000 4894.3240 -0.020000 54+60 9.5000 4894.2180 -0.020000 50+50 33.5000 4893.0490 -0.020000 53+10 33.5000 4894.2777 -0.020000 50+60 33.5000 4893.1020 -0.020000 53+20 33.5000 4894.2812 -0.020000 50+70 33.5000 4893.1550 -0.020000 53+30 33.5000 4894.2777 -0.020000 50+80 33.5000 4893.2080 -0.020000 53+40 33.5000 4894.2671 -0.020000 50+90 33.5000 4893.2610 -0.020000 53+50 33.5000 4894.2494 -0.020000 51+00 33.5000 4893.3140 -0.020000 53+60 33.5000 4894.2247 -0.020000 51+10 33.5000 4893.3670 -0.020000 53+70 33.5000 4894.1929 -0.020000 51+20 33.5000 4893.4200 -0.020000 53+80 33.5000 4894.1540 -0.020000 51+30 33.5000 4893.4730 -0.020000 53+90 33.5000 4894.1081 -0.020000 51+40 33.5000 4893.5260 -0.020000 54+00 33.5000 4894.0560 -0.020000 51+50 33.5000 4893.5790 -0.020000 54+10 33.5000 4894.0030 -0.020000 51+60 33.5000 4893.6320 -0.020000 54+20 33.5000 4893.9500 -0.020000 51+70 33.5000 4893.6850 -0.020000 54+30 33.5000 4893.8970 -0.020000 51+80 33.5000 4893.7380 -0.020000 54+40 33.5000 4893.8440 -0.020000 51+90 33.5000 4893.7910 -0.020000 54+50 33.5000 4893.7910 -0.020000 52+00 33.5000 4893.8440 -0.020000 54+60 33.5000 4893.7380 -0.020000 DRANNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL MITY NOT1F1CAT1ON CENTER OF COLORADO 1 m800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CD 0 LIJ V) 0-1 5 LL LLI 0 0-1 z 3W C\I -101 W 0 L) W 9; L) Jj W 0 W 4 z a 0- z _j za .4 M Z _j 0 0 LLI W x I- LLI I- LLJ I-_ OD 0 U DO W L) I.- W z LD W z 0 U 0 0 < cr 6 Q. x a_ M L) 0 (A 1:; CV) 0 8 z C14 E c,4 co 2co"F) F Z -0 - L10 iq 8 0 z 0 C� C-4 - 0 L) OD 00 C6-4t 14 0 LLJ r,�r_ W :3=00a 1.- 0 -5 r.- r, Z Cl) 0) 0) W 0.;75 W CI) (1) C-4 LL �- LL f4 I co z W 2 W 0 Ix 0 <ZO O:i-j ix-jo �_OL) ()o - W 1.- 0) a-wK U)O-j OLL-j 1xLL0 6_00 L) F- W < 0 I W5LL PROJECT NO. 020-207 DRAWING NO. ST-224 64 L Cl) z 0 W zw LU ca 284 qw E-3 �5 I ClIQ co I z .4 13 ix r� 0 E coo 4-0 co� L m o C: 0 C E C S C S rrr— PLAN C> C:) Lo iofp-- 4W C4 C6 c! C4 C2* " Iq 34' VC - - - - - - - - - + + !2 I + + - - - - - - - - - - - - - - - - - 4920 4920 A - - - nk, - - - - - -- - CD - - - - - - x . m ----- - - - - - - - - - - - - - - - - - - - - - - - - N- �-j -- A- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4915 4915 - - - - - - - - - - - - - - - - - - - - - - `q.- - - - - - - Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (TYP-)� - - - - - - - - - - - - - . . . . . . . . . . - --- - - - - - . . > : : - n.w:PV.L STA=34+34.8 w w - - - - - - - , Lu - PROMED:GRADE: - - : : : : : : : c-) -- 4910 4910 -- - - > >: d: - d� - - - - - - - - - - - - - - - �P.Vl JE"!-49M - - - — - - - - - - - : : : : : : : .: - - fVISTING GR(XJND: (rfP—): - - - - - - - - - - - . . . . - - - - - - - - (L a 29 7 : - - - - - -0.42X- -A - -0.42X- - - 1 1-7— - - - K- 29.-02 : : - - - - - - - - -- - : : : -- -- : : : -- a: - - - - - - - > - - - 13� : : : : : : . a- - - - - - - - - - - - - 0� : 2 : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : : : : : : - - - - - - - - - - - - 4905 - - - - - - - 4905 - - - - - - - -7- - - - . . . . . . . - - - - - - - - - - - - - - - - - - - - — - - - - . . . . . - - - - - - - - - - - - - - - - - - - - - : J - - - - - - - w m 4 4900 4900 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD - - - - - - STING: CACHE LA :POUD' - - - - - - - - - ZE RIVER - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + 4895 4895 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - --- - - - - - - - - 4890 4890 . . . . . . . . . . . . 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;,,; -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -: ---------- ------ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - An 4885, 4885 - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - cn;;tr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - .... mv� - - - - - - - - - - - - - : - - - - - - - - - - - - - - - 4880 4880 - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - tLtVATfOg "J - - - - - - - - - - - - - - - ------------------------------- ---------------------- -- ------- ------ ------------------ --------- - - - - - - - - - - - ON: QY�.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4875 4875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 4870 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -------- --------------------- ---- ------- - - - - - - - 4870 co DO co to cq .0 CD r4� �6 0 to . 40 co 00 Lti W) 00 L6 0 In 0 0 C)o C'I 0 G)o C.4 0 C" L cy) CI) 00 0) 0 0) 0 CF) 0 (7) CD 0) cy) a) 0) 0) 32+00 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT 13 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOURED BY LAW TO AFFIX HIS OR HER SEAL AND T14E NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 33+00 NOTES: 1. REFER TO DWG. GN-106 FOR 2. STATION OFFSETS ARE FROM 3. REFER TO UTILITY PLANS FOR 4. REFER TO LANDSCAPE PLANS HORIZONTAL CURVE INFORMATION. CENTERLINE UNLESS NOTED. RELOCATIONS. FOR MEDIAN TREATMENT. KEY MAP SCALE: 1 "= 1000' �p I I %.F%gp CALL UTILITY NOTMATION CENTER OF COLORADO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SCALE IN FEET DHE r-L#%I-1 OHE-c� (A >- 0 a w DO Is 031 0 0 0 1 1 0 LLI I. - Icy 4- 0 L 10- 4) cr r C (n CD 0— z u — w L Ln LL a) c w 0 41) a) Of (10 L U (D +- 'o z -< 'o > cr WjLnjlTjr-),<hjCDj w :3 L) w t= L) cr 0 (r ir Irr w w w 0 44 w z z z A M w — X� CD �- LLJ �- LLJ L) L) z w w LLI C:) it Of M c\I 14 . '411 cr L) - CL (OL :� 0 M 002: bcn� C14 04 E 100 c-4 2 co cc34) m E :2 C5 Lo 19 8 (ID C� 04 - OD Clto 5.s a �c 0 = i.- r-- U) U)00)0) 0)0— x N LL (n z w m LILI 0 w (L 0 0 co + <zo r- cf) 0:3 -1 w I W-jo _j < F— 0 LL 0 0 < LL W I-- co) Ix 0 0 (L (Lwz La c:) a U)O-j oz a OLL Fm 0 W4 z + c,4 WLL a< N a-00 LL z ct) F— 0 w w U) W w ior < 0 c$) iL WOLL JECT NO. 020-207 DRAWING NO. RD-300 65 (A >- 0 a w DO Is 031 0 0 0 1 1 0 LLI I. - Icy 4- 0 L 10- 4) cr r C (n CD 0— z u — w L Ln LL a) c w 0 41) a) Of (10 L U (D +- 'o z -< 'o > cr WjLnjlTjr-),<hjCDj w :3 L) w t= L) cr 0 (r ir Irr w w w 0 44 w z z z A M w — X� CD �- LLJ �- LLJ L) L) z w w LLI C:) it Of M c\I 14 . '411 cr L) - CL (OL :� 0 M 002: bcn� C14 04 E 100 c-4 2 co cc34) m E :2 C5 Lo 19 8 (ID C� 04 - OD Clto 5.s a �c 0 = i.- r-- U) U)00)0) 0)0— x N LL (n z w m LILI 0 w (L 0 0 co + <zo r- cf) 0:3 -1 w I W-jo _j < F— 0 LL 0 0 < LL W I-- co) Ix 0 0 (L (Lwz La c:) a U)O-j oz a OLL Fm 0 W4 z + c,4 WLL a< N a-00 LL z ct) F— 0 w w U) W w ior < 0 c$) iL WOLL JECT NO. 020-207 DRAWING NO. RD-300 65 CO z .4 0 ix 0 j E 4- 0 1 000 ,,C) 4-0 ro" 0 L M 0 C FbZA Eil 0.,i,'Sr60 �' 8 A W z GEODETIC Z3 Li MARKER MM E 357 F= N=123457.37 E=204909.31 ELEV.=4916.27 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND T14E NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. L 0 1 otoo I 0 CL !r- C-> W CL (n EXISTING CENTERLINE ALIGNMENT 15too 20too , pl: pi LAj a_ a_ CID C; C'4 @ CL 0- W ICL STA. 26+83.87, 4.89' L 30490 00 W C) L0 W 12 6 (7) T� C14 L0 W L) Go eq Ul 1) r + Ae .* M LLI a. �ad LML, PROJECT LINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING C1 5*21'34" 4276.15 400.00 399.85 S86'56'47"E C2 7 11'00" 10497.45 400.00 399.98 S8T58'08"E C3 1*38'49" 13914.83 400.00 399.99 S8T42'03"E C4 2* 19'59" 2375.00 96.71 96.70 S89'41'27"E NORTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING Al 178*07'03" 3.48' 10.82' 6.96' SOTO6'30V A2 00*41'29" 33,184.82' 400.39' 400.38' S8T 1 0'43*E A3 10*37'53" 84.99' 15.77' 15.75' S83412'34*E A4 158*26'41" 1 2.00' 5.53' 3.93' N01*15'20"E B 1 150*33'47" 3.94' 10.37' 7.63' S1 6* 1 1'39V B2 29* 17'50" 90.00' 46.02' 45.52' S73*52'33"E B3 150'42'10" 4.00' 10.52' 7.74' N16*07'27"E C 1 158*18'39" 2.00' 5.53' 3.93' S01*32'26"W C2 1(746'48" 87.00' 16.37' 1 16.34' 1 N86-05'09"E C3 C57'36" 673.96' 58.34' 58.32' 1 N89-36'44"E C4 3048'50" 500.00' 33.28' 33.28-� �N89-3,07"E C5 180-00'00" 4.05' 12.74' 8.11' 1 N00- 17'1 8"E EDGE OF PAVEMENT CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING EOP1 00*25'56" 7075.00' 53.38' 53.38' N8T35'58*W EOP2 00*51'50" 7075.00' 106.68' 106.68' N8642'28*W EOP2A 07 14'55" 8893.00' 349.01' 348.98' S8T24'00"E EOP3 00*21'27" 11162.60' 69.64' 69.64' N87-16'53-W EOP4 00-41'29- 33159.82' 380.70' 380.66' 1 N8T30'20"W CAM UTLIW NOTIFICATM CENTER OF COILORADO 1=800=922=1987 CALL 2 BUSIMS DAYS N ADVAMZ BEFORE YOU D1% MADE, OR EXCAVATE FOR THE MARKNO OF UNDERGROUIND MEMBER UTLITIES. ICL STA. 53+17.67, 36.61' R ... 5OtOO 55tOO 6OtOO - I I PROPOSED CENTERLINE ALIGNMENT EAST PROSPECT ROAD SOUTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING A6 01*45'25" 8,8-6-0-84' 271.72' 271.71' S86*49'44"E A7 0,V55'25" 500.00' 42.97' 42.95' N89*49'50*E A8 006'25" 500.00' 35.84' 35.83' N89*25'20*E A9 11*10'50" 84.97' 16.58' 1 16.55' N8553'1 5"E 85 29'26'13" 90.00' 46.24' 745)3' S73-48'21 PE C7 10`39'28" 87.00' 16.18' 16.16' SBT04'1 3*E C8 3048'51 500.00' 33.28' 33.28' N89*34'07"E DRIVEWAY CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING DRI 13* 15'50" Z.QQ' 5,79' 5-77' N05*09'22V DR2 06'06'13" 400.00' 42.61' 42.59'.-. . S03'07'31 "E =DR3 72-08'36' 27.00' 34.00' _A1.7W S41000'49*W DRAWINGS OF RECORD %P& 7qtq0 74+16.02 CID CID In co CID GEODETIC MARKER X 402 N=123617.50 E=212001.52 ELEV.=4887.70 (SEE NOTE) These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 9 ICL STA. 79+64.24. 26.47' R W r.�, re 9 Cr In C*4 LEGEND ,& - 1/4 SECTION 406� - SECTION CORNER NOTES: 1.COORDINATE SYSTEM SHOWN FURNISHED BY CITY OF FORT COLLINS (GROUND MASTER 3/2002) 2. GEODETIC MARKER TO BE RELOCATED BY CITY OF FORT COLLINS AND PROTECTED BY THE CONTRACTOR. 1 200 400 600 SCALE IN FEET I U L-k�> ENORMTH 1 4 SEC. SD ODR. SEC. 20 T7N R69W NW )OR., SEC. 21 NOKrH 1/4 SEC. 21 A - EAST PROSPECT., ROAD ME COR., SEC. 21, 77N, R68W R 5E DO 8 x M CL -1 C:) A KEY MAP SCALE: 1"=1000' ell 0 Ly V) CD z C) 0 Ld �n Lf > LL- LLJ (D Ln Iz I r-) I C"i -jol V) 0 U W V) L) CD CD DO W W z Lli Z5 z W z CD W Z �- LLI LLI >- -0 U I.- L) z W 0 W V) 31: . MI. C14 E c,4 OD 2 c.4) F) E d tN? 'C?4 8 Co 6 ODt a) :3 0 Cr-11 0 U? (0 0 CI) L) 0 ; M 04 I.L. I.L. F- z W 2 W 0 z 0 0 <ZO W 0 -1 -A F- X-jo z I.-Oij 0 (-)a - 0 WO12- z -i 0 -1 < LL -J 3C z ilf LL U 0 0-00 N F- F- W W n U)� W� 0 < 0 0- W 5 LL PROJECT NO. 020-207 DRAWING NO. GN-1 06 7 ;-.� qW co CV CID a-0 EO .9 i In 0 C) CL J. C< 2 ,2 I 0 03 E CL LQ t I 000 50 Cr L '0 0 0 C PROPOSED EOP EXISTING EOP - PC EOP= CL STA. 37+77.46; 27.65' LT C) P10 7�0_7 77�1, PROPOSED �P EXISTING EOP cr. CP .... ... . ... \\EXISTING FENCE TO BE REMOVED - — - — - — - — - — PROPOSED SINGLE �All_ FENCE 2' OUTSIDE R.O. (Typ.) 0 PROPOSED SINGLC-RAIC-FEN—CE 2-OUTSIDE-R.-O.W. 0 0 CD (TYP-) __-SSWR Mig- HE OHE OHE OHE ------------ - PROPOSED R.O.W. (TYP.) / r PT EOP= E 0 H E --c�. I H E -RD-320 .321— OHE CL STA. 38+46.96; PC EDP= 57.47' LT EXISTING R.O.W. (TYP.) 322, 323 FOR HORIZONTAL ALIGNMENT) 28.02' LT CL STA. 40+33.05; REMOVE EXISTING ROADWAY; ho 31 12' LT - - - - - - - :i-----CONSMUCT NEW PAVEMENT — I OBORE 2* - - - - - - - - - - - - — - — - - - - - - - - - - - - ISTM EOP - - — - - - - - - - - - - - - - - - - - - - C14 ELEV=4895.1890 F ',77r, 7 PT STA. rt PT 38+29.15 39+19,46 CL STA. �9+19.46; PC STA. n4o+33.48= 00' .22-tT4— 25' TYP CLSTA. -40+3147; 02 .39+00— -&i3L LT EAST PROSPECT R—OAD - R= 13914.83 ----t=400.00' --- LLJ A 1 --f)ELTA="38W� (n ZZ -TAN--20O.01!-- PT EOP= W -W W� C:) CJL STA. 38+40.48; IN 4 + PT RM -39+18.83= -- - - - - - I =� -:%,0 E _E E E F E OHE��E 4�4h* 11rA 11 71 A^ R=1W ,J(Cf 011� cl,,UA. 38+56.07) CL STA. 38+51.80; 1 CL4A. 3 93.37' RT TEMPORARY CONSTRUCTION EASEMENT RES EXISTII GATE R=10' L-EXISTING FENCE I CL STA. 38+70.55; 30.03 9 RT CL STA. 38+66.05; 51.88' RT 10' 00, - , �)"" I r—c&�Cg. CL STA. 2 -_-T 91.9 1' RT NG DRIVEWAY #5 _t (REFERENCE DWG. RD-310 I - mo ni Am 9. nnr%rii r� �GAS_ All GAS GAS— ".t0+1C55_=_GA U IA. 4U+/!).lb; Uj M PC EOP= M CL STA. 39+77.24; PT EOP= CL STA. 40+97.53; 31.75' RT PROPOSED EOP ::E 30.35' RT - EXISTING EOP Z��7116111111 PROPOSED R.O.W. (TYP.) OP 7= EXISTING 12.!. (TYP.t�CS; PROPOSED 6V* VERTIC5Z _CC S& d C (TYPE 2 SECTION 1B OUTFALL) PROPOSED SINGLE RAIL FENCE 2' OUTSIDE R.O.W. (TYP.) DRAWINGS OF �kO`RD C&_—CE----CC-�C&- These Drawings of Record have been prepared based upon PLAN information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which mov hnvp ted into this document as a esult. 4920 :C) _. : : - : : - - - - -C:D - - - - - - - - - - - - - - - . - I -------------- - - - - - - - - - - - - - -15b :vd - - - - - - - - - - - - --------- __ - - - - - - - - - - - - - - - - : - - - - - - - - : --- -r,n - - - - - - - - - - - - - - - - - - - - - - :: -- : : : - - : - - - - - - - . - . - ----------- --- ------- : XN It - - - - - - - ---------------------- ------------------------------------ ----- ---------------------- CD 4915 -M :P-V.L STA i= :39+Da __ .4920 fly - - - - - - - - - - - - - - - - - - - - - - - - P.V1. ELEV i- --4899.50. - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - A.U. X 53:76 + CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rfv-2 4915. 4910 3:: - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . 4905 - - : : :Lq - - - - - - - - - - : : - W ------- - - - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - :PROPOSE)- -- -- - - - - - - - - GRADE �TYR.) - - - - - - - - - - - - - - - 49 10 - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W ------------------------- ------ : : - - - ----------- - - - - - - : -EXI$TINC GR0VRD:(T_yp. : : : : � �1 - - - - - - - - - - - - - - : : 49 05 4900149 - - - - - - : : - - : - : : - : - - : - : : : : -------------------- : : : : : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- : — - - - - - - - - - - -------- - - - - - - - . - - - - - - - - - - - - - - : - - - - - - : : : : : - - - - - - - - - - - -- -- - - - - - - - - - - - - -------- 49001 -LO : : : : - : : : : : - - - : : : : : - - - - - - 7--E -7-� ------------------ -- -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - 4895 :+ - - - - - - - . Xkire) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- — — , - - - - - - - - - ------------------ -------------- . - - : - ---------- -- --------- - - - - - - - - - : : : - - - - - - - - - - - - - - - - - - - - ::P- . . . . . ---------------- 4895 4890 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4890 4885 :0 ---------- -------------- - < ---------- ------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : : : : : : - - - - - - - - - - - - - - - - - - - - - - 4885 4880 --i� - - - - - - - - - - - - - - - - - - ----------------------------- -------------------------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - . - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - PROPOSED ___F_ E -EVATION (TYP - - - - - - - - - F: 4880 4875 - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - k�SfiNb -9LEVAT&: (TYP ------- - - - - - - - - - - - - - - - - 51 4870 - - -- -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ------------------ 4 - - - - - - - - - - - - - - - --- - - - - - --- - - - - - - - - - - - -- ------ - - -- - ---��..4870 00 on C4 100 GO fD r, Cj w) CID 00 00 0 P, Ln 0 Gn 0 Cn CIO 0 M Cn 00 a6 00 G6 M a6 CD M 00 0)0% 00 M 00 0 *T *T TO _L nn A COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 15 A VMATION OF LAW FOR ANY PERSON. UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY�NFOALTLIOWED BY 1) SPECIF ;NG IC HIS OR HER SIGNATURE SPECIFIC LTER IONS. DESCRPTIDNI OF THE ALTERATIONS. I VV A+U-ruv 41 +UU — CENTERLINE PROFILE — STA. 37+50 TO STA. 43+00 NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. 42+00 WE KEY MAP SCALE: 1"=1000' CALL UMITY NOT111FICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 H`ORIZ. 0 10 20 VERT. SCALE IN FEET 43+00 CO 1C>0 0 0 CY CY CC �c 0 C4 Z C) 0 V) LL 4) Ljj 0 4) (f) L +_ CD (10 Z I Ic"I'<11 I Ln H101 W W =3 tA LA L) W V) IXr C) a: CD ir W W Z E5 Z Z -9 cr WZ xZ CD 0 i- Uj �-w CID >_ U W Lq— W Z < U, C:) C) (1) 0 31: Cy .1 � C%.j cr cr x L< a. Cl) 0 CID C� 04 E10v4T a C1,11 2comm E :2(jui�9 8 0 C� 04 - �UODOTD C�, 0 IZ 0) 0 0) C) x M 04 UL. I'_ U_ RI co z Lu 2 LLI 0 Ix 0 0 EC09 <ZO 0=5 X-jo 1.-0() C)o . Lu I.- U) (Litz CQ 0 _j OLL-j XLLO Q_00 W < -0 UJIULL PROJECT NO. 020-207 DRAWING NO. RD-301 66 W U_ Cn ly 0 0- �- 40 CD LO z + ILL Z 0 W i C%J z 0 � I E CW) 4- L 0 C C9 TEMPORARY CONSTRUCTION -J REFERENCE M. -501,DT-VaU4 FUR DUA1. EASEMENT PLAN PROPOSED SINGLE OUTSIDE R.O.W. EXISTING EOP C E CE- C P Cr- Cr. Cr- C FENCE TO BE REMOVED A 5, 0 C:) 00 41 111 10AMAITA i 9 Mmej a 1614 Q" Oki 11 These Drawings of Record have been prepared based upon inforffation b - e�d b�thp N :A R. While TIS r info su eseved to be reliable, Staffec is —not C C�n T _ li bi STtac responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 4920 - - - - - - - - - - - - - - - - - - - - - -------------- ----- - - - - - - - : : : : - - - - - - - - - ---------- : : - : : - - - - - - - - - - - ------- - - - - - - - ------- - - - - - - - - - - - - - - ------ ------ - - - - - - - - - - - - ------- --------- ------ ----------- - - - - - - - - - - - - - - - - - - - - --------------------- ------- - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - ------------- ----------- - - - - - - - - - - - - - r-0 - - - - - - - - - - - -------- to : --- I 4920 4915 ---------- Ulf - ------ ---------- -------- ------ --- --------- ------ ------ ------------ ---------- : --------- ---------- ---------- --- ------------- (cle:' 4915 4910 ----- ------ -------- : : : - : ...... ------- --- ----- ------- ------ : : - - ------- --- : : : ---------- - ----- ------------------------------------------ ---------- -------------------- 49101 - ------ ------------ ------- ::::: -------- :: ------- -- ::::: --- -------- : ------ : ---- --------- : ------------- ----- --------- : --------------------- ----- :::-: -------- ------------------ : :::: ----------- C:1 4905 ::: - - - - - - ---- :.: --------- ------ - - - -- :::: --------- - -- - ---- - - - - - - - - - ::::_.: - - - - - - - - :: ----- : - - - - - - - - - - - - ::_:: -- - - - ::_:: - - - - - - - - -- -- ::_:: -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U-J! 4905 PROP03ED-GRAD �Typ.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLJ - - - - - - - - - - 49001 :Ul�Tfi - - - - - - - - - - - - - 6 dRbUN -T�15 - - - - - - P - - - - - - : : : : - -- - - - - - - - - - ------------------------ 7 ------ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4900 4895 1�� -- -- - - - -F - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -0.62t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + 4895 - : : ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - 4890 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - — - - - - - - - - - - - - - - : : --------- - - - — - - - - - - - - - --------- : : : : : - - : : - : : - - - - - - - - - - - - - - ---------------------------- - - - - - - - - - - - - - - - 44 - - - - - - - -- -- - - - 4890 - - - - - - - - - - . . . . . . . . . - - - - - - - - - - - - - - - - - - - 4885 T - - - - - - - M - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4885 4880 . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - I - - - M - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - INUHUbED - - - - - - 1 -- - - - - - -- - - - - -- - - - - M - - - - - - 4880 - - - - -1 ELE (ATION � I Yfj.) - - lu: -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - tA5TIN6 51-0 FATIN (T�P:) 4875 4875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M M - - - - - - - - - - - - - - - - - - - — 4870 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Iff W . . . . . . W — 4870 0 CNI Cq N 1 I n 0) 1* 0 CO 00 to C4 co to Pz 0) ro C6 0) 0) 000 co C'i 0)0) OD 1'6 CN ao Ui co n C" Ch 00 M 0) coo a 0) a: -0 1"4,100 43+00 44+00 COPYRICHT 0 2007 NOTES: STANnC DRAWING ALTERATION 1. REFER TO DWG. GN-106 FOR IT 5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACT14G UNDER THE DIRECTION Of LICENSED ARCHITECT, 2. STATION OFFSETS ARE FROM PROFESSIONAL ENGNEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT 3. REFER TO UTILITY PLANS FOR IN ANY WAY. ANY LE06M WNO ALTERS THE 4. REFER TO LANDSCAPE PLANS DOCUMENT IS REOURED BY LAW TO HORIZONTAL CURVE INFORMATION. CENTERLINE UNLESS NOTED. RELOCATIONS. FOR MEDIAN TREATMENT. 45+00 46+00 CENTERLINE PROFILE — STA. ,43+00. TO STA. 48+50 4/+UU LAM KEY MAP SCALE: 1"=1000' 46+UU CALL LIMMY NOTMATION CENTER OF COLORADO 1 400nI,9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. SCALE IN FEET I I I I'J, 0 0 0 W CY cy CY 0 04 z (-) — CD LL) OL (A Cr >11 LL 0 +- W 0 0 0 CY (n L 0 CD +- C z (10 0 4- > Cr 'U 0 a: 0 Cr x W W W z LLI z xz 0 �- LLI In >- L) L) -cx - W W z W CD � V) 39 CC -i (�j 0 a 14 41, x ir Of . U ka.p iL �am V) F- C') E10NOD 0 CD 2coc04) m E :R(jL? 1? 8 4) C%j C%j - MUGODO 8 0 J9 0 1,- U) 65 0 0) 01 x to ON! LL LL z W M W 0 0 Lf) + <ZO DO 0-i-i W X-jo < I.-OL) LL Cj) 0 0 W I.- U) W 0 O-bfz 00- U)O:i ;9 0 0 OLL -j 39 0 X LL 0 z + 0-00 Ir < ce) L) LOL Z W U) W Of WULL t= e�PROJECT NO. 020-207 DRAWNG NO. RD-302 67 qW z W (A z E t a 4- C L In C 20 C:) LLj LLj (n C:) U') Do qq1t LLJ I LOW POINM ELEV - 4893.311 -qt 0. 82--- re) B ARBED WIRE 4 STPAN D (TYP.) 10 - -W j P_-1 LLj LLJ V) W, V r5l VA LLJ C-) --Q-w Pomt' STA 49 M 40.80, V� PINT �79 P_y_I STA AQ4--35 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.V.1. C%4 - -- - - - - - - - - - - : : : - - P-Y.1. ELEV 489S, 12 : - - - - - - -------- - - - - ��--A:OPO �1-.06 - - - - - - - - - - - - - - - - - - - - 4920 49201 a) - - - - - - - - - - - - - - - - - - A.M 1 Jt - - - - - - - - - ------------- - - - - - - - - - - - - - -- K ft -141.182 - - - - I Nn K - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f5d.0000, Vc - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------- - - - - - - - - 4915 i56.060151 3V6 ------- ----------------- ------- -------- --------- 14915 -- 4910 - - - - - - - - - - - - - - �ow ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ------ - - - : : : - - - - - - - - - - - - - - - - - - - - - - ----- -- L6 - - - - 1 --- -------- n : - - - - - - j jr, - - - - - - - 4 - - - - - - - ------------ : : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ::: ----- - - - - - - - - - - - - - - - - - - - 4910 OD P'i - - - - - - - - - Ch - - - - - - : : - - - - - - - - - - - : : - - - - - - - - - : : - - + - - - - - - - -or - - - - - : - - - - -OD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- 00 - - - - - '* C4 4 - - - - - I - - DO - - - - - - - - - - - - - - - ' 4905, 4905 - - - - - - - -PROPOSED -GRADE- Cj)?.) 9 -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - L:_1 Lfil-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING:GROUND :(TW-. . . . . . . . . . . : - : : - : : - - - - - - - - - - - - - - - - - - - - - - - - - > I;j - - - - - - - - - - - - - - - - -. -_ -_ - .- - - : : : : : -- - - - - - - - - - - - - - - - - - - > - - - - - - La 4900, 4900 -C:) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LO- - - - - - - - - - - - - - - - - - __ - - - - - - - 1. - - - - - - -- - - - - - - 4895 1 +: : : : - - - - - - - - - - - -- - - - - - - - - - - - - - - - - : : : : : - . . - . : : - - - - - - - - - - - - - - - - - - L-L - - - - - - - - - - - - - - - - - - - - - - - - - - - A -1 -- _4M - - - - - - - - -A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -1 - - - - - - - - - - T - - - - - - - - - - - - - = -- -- -- - - - - - - - - - - - - - - - - - ------------- : - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - : : : 4-:4 - - - - - - - - - - - - - - - - --- 4890 -LU e - - - - - ------- - - - - - - - - - - - - - - I - - - - - - - - - - ---- - - - - - - - : : : : : : : ------- --------------------- ----- - - - - - - - - - - - - - - - - - - - - - - 4890 I L : : - - : : : : : : - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - — - -- — . — e+' e-,% — - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0_ rn - - - - - - - - - - - - - - 4885 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V - - - - - - - : : - - : : U.J - - : : -_ -_ : : : : b - - - - - - - - - - - - - PROPOSED - MIKE-. 89L - - - - -- - - -ij: :0 _(n 4880 - - - - - = - -- - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - -1 1 - - - I - - I - - - - - - - - - I - - - - - - - - - - I - - I - - - - - - I - - - - - - - - - - - F SPAR BR IDIU_ - - - - - . - - - - - - - - - - - - PROPM - - - - - —_ - - - . . . . . . cp 48801 — - - - - - - - - - - - - - - - - - - . . . PROPOSED ELEVATION: - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : : - : : - - : - : : : : - - - - - - : - : : : : : - - : : - - - - - - - : : - : - : - - - - - - : : - - : - : - : : : : : : : -_ : : - - - - - - - - - - - - - - - - - - - - 4875 4875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E�ISMW;: EILEWIO� ��P.-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLj 4870 :ZE - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - j: - - - - - - - - - - - - U) 4870. 0 r- . 0)4 Cq . 04 0000 4 4 o a * 00 0) 0 00 0) 0) 00 00 0) CD OD ?1 0) M Colo 00 Do 0 C) so DO 00 00 0 coo 00 00 00 CO cc 0 cc 00 .4 00 00 Do COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 0 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENM WIND ALTERS THIS DOCUMENT IS REQUIRE0 BY LAW TO AFFIX HIS OR HER SEAL 0 THE JED BY!N NOTATION �'ALTER FOLLOWED By HIS OR HER SIGNA IDESCRIPTION OF 1 49+00 NOTES: 1. REFER TO DWG. GN-106 FOR 2. STATION OFFSETS ARE FROM 3. REFER TO UTILITY PLANS FOR 4. REFER TO LANDSCAPE PLANS DRAWINGS OF RECORD MITE HORIZONTAL CURVE INFORMATION. CENTERLINE UNLESS NOTED. RELOCATIONS. FOR MEDIAN TREATMENT. These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 51+00 CENTERLINE PROFILE - STA. 48+50 TO STA. 54+00 - bz+uu 13.5 + U U LAM row, 107 n .KEY MAP SCALE: 1"=1000' CALL MaY N07MCATION CENTER OF COLORADO 1=800=922=1!987 BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. pez 5 = M == = SCALE IN FEET D4tuu CO CY I I E 0 CD z U 'T CD LL1 E CC LL_ CC -0c C 0 0 - <1 4;u) <1 41") C"\j -0 :3 I/I 0 W 0 W W z .9 LLJ z 9 z CD W CD � Lj �-Ld U U W WI-_ W C:) �V) L (�j Cr CIE '*N Cn 0 CID C4 04 E 10 c-4 0 C14 co 2 85 Cy, m E 'D - In C? 00 1 C'4 �L)CNOO W 1q, .r C6 I C:, 5 = CD CD 0—I.-I.-M (nomo x 0..; (D M 04 LL LL co z W 2 W 0 x (L 0 0 0 + <ZO 0=j W Ix-jo _j < �_00 00 co LL LLJ I_ CO 0 a X 0 _xz (L coozi OLL-j C:) U Z + xLL0 (rz + 0 C-) I'_ Wz L L) Ld W co LLJ:5 W5 �t�F H(�L 0) PROJECT NO. 020-207 RAWING NO. RD-303 68 z J: L z E 0 C cl 0-0 Z -0 E "o t coo ,,a 4.0 C: 0 a L In 0 -� z > 0 4W I ' TEMPORARY CONSTRUCTION Cj REMOVE EXISTING ROADWAY; Go [2EJASEMENT CONSTRUCT NEW PAVEMENT 04 CE CE C E CE CE I L_ v— Y_ x— x— X 77 C> LLJ W WF7 W _E LLJ (n - .51b+-UU iLl C) tAs GAJ _G4 S C:) + Lr) V) LLJ IL -SW —SSWR I PROPOSED EDP EXISTING EOP W. (TYP-) — 70TINPROPOSED E X G R.10,,. A PROPOSED 10-7RAIL --%A-001w (REFERENCE DWGS RD-320, 321,322,323 FOR HORIZONTAL ALIGNMENT) —W FENCE PROPOSED BARBED WIRE FENCE 6- 0 -SIP&LO.W. _C9 CP z I F� *11 111EXI Ng"R.O.W. C E CE P1 5 - --------- ___ 5 CL TO R.O.W. PROPOSED 30" RRCP� '720 �4B91.2720 STORM W W _W�W�W- W EAST PROSPECT ROAD PROPOSED SINGLE RAIL FENCE 2' OUTSIDE R.O.W. (TYP.)_ HL PROPOSED STORM SYSTEM E I W MARM 57.5' CL TO R.O.W. PROPOSED 6" VERTICAL C & G (TYPE 2 SECTION 1B OUTFALL) _C& CE CE 19' MEDIAN 25' TYP. EMBANKMENT THROUGH POND REGION -STA-.-M+0940 STA. 60±00. 7/7;z7 PROPOSED EOP -CE--- -EXISTING EOP I U --' Y_ _'_ __ '_ —_j_ 3 4. 5_0'LT T LAJ . . L&j ..E Ln C:) LO + 0) LO -SSWR SSWR— LLJ 6-�Al_ �C& G��MV? OF V PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - C> 4920 4920 c> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - 4915 4915 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4910 - - - - - - - - - - - 4910 Z� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - ----------- ------- - - - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - : : : : __ : : - : - - - - - - - - - - - - - - - - - - - - - - - - : - - : - : . - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - : - : - - : : - - - - - - - - - - - - - LAJ - - : - - - - - - - V)_ - - - - - - - - - - - - - iz.�)_ 4905 4900 49051 -- rt_ ------------------------------- - - - - - - 4900 LAJ ca- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GRADE ba"STING: GROLND - - - - - - - - - - - - - fl- --------------------- : : - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77-7- - - - - - - - - - - - - - Ll )� - - - - - - - - - - - : +: 4895 C> - - - - - - +: : - - : : : : : : - : : - - - - - - - - - - - - - - - : : - - : - : - : : : - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0:53T - - - - - - - - - - - - - - 7 7 4890 4885 4890 4885 4880IL—Li - - - - - - - ----------------- -- - - - - - - - - - - - - -- - - - - - - - - - - - - - ZM - - - - - - - ---------- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <_ Vx - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - : : : (): - . . - - - - - - - - - - - - - . : - . : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- - - - - - - - - - - - : : : __ : : : .- - : - - - - - - - - - -- -- - - - ---- 4880 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPGSED: ELEVATIO - - - - - - - - - - - - - - nom (TYP - - - - - - - 4875 4-8 7 5 =: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4870 4870 - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C4 0 C)o Do OD rl: o In M 0 00 00 C4 0) 00 0 to C� 0 Cb 03 00 DO 1111 to .0 C� 0 0) C" 00 OD III 6 C� M 0) cc 00 t- CO IN 0 DO 0 CNI IN 0 0) 00 CD 00 r.0-LAn 54+00 55+00 NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 01 3. REFER TO UTILITY PLANS FOR RELOCATIONS. COPYRIGHT 0 2007 STANTEC 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING LINDER THE DRAWINGS OF RECORD DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO These Drawings of Record have been prepared based upon ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. information submitted by the CONTRACTOR. While this ANY LICENSEE WHO ALTERS THE DOCUMENT IS REQUIRED BY LAW TO information is believed to be reliable, Stantec is not responsible AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED HIS OR HER SIGNATURE AND SPECIFIC for its accuracy, nor for errors or omissions which may have DESCRIPTION OF THE ALTERATIONS. been incorporated into this document as a result. -00 j / lruu %J U I V V MOM—. KEY MAP SCALE: 1"=1000' CALL UMI[TY NOT11FICATIION CENTER OF COLORADO 1400m!922m CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 2 0 40 HORIZ. I 0 10 2 0 VERT. 111111111111=%ofmWi I SCALE IN FEET CV) CN 04 E004 2 .0. c,' F) E :2(ji.919 8 4) C14 C14 - MUOO wo Or- 0 (0 00)0) Iq 0) x C14 LI_ LL U) I z W 2 W 0 W 0- 0 2 0 awl <ZO 0 _-j _j W_jc) 0 (.)0 LLJ �_ U) a-wz co 0 _j 0u_-j Wu_0 .0 1W U) 7) 10 < 0 Of U 6- U.16 - W I _j < LL Cj) 0 X 0 a. �- 0 0 <z + < z W CL (n 0- 1% PROJECT NO. 020-207 DRAWING NO. RD-304 69 JIM 284 R. ,� I " CD z I wo E � a ,0 0 ow 4_0 C L 0 C -REFEREwE 9W.. _44AN & UnINUL-Id WIRF CATE L7 iE-17 -I—) C VL PLUG END OF PROPOSED STORM C E C9 C P ou ItTpu, C) 111-1. �*N R!jp HF DH L0 19' MEDIAN TLl �7AS - -- ---- + - 077-�,Typj '—GAS�[DASPF CY) IF Lr) PROPOSED STORM S i 3TEM B-1 V) 25' TYP. PROPOSED 18 W I RCP STORM —SSWR SSWR —Ssvfp SSWR— ELECTRIC L PROPOSED 60 < C & G PROPOSED EOP VAULT VERTICAL PROPOSED AREA (Typr-T REMOVE EXISTING ROADWAY; CONSTRUCT NEW PAVEMENT PROPOSED BARBED WIRE FENCE- (4 STRAND) 6- OUTSIDE R.O.W. DRIVEWAY #3 REFERENCE DING. RD-309 FOR EXISTING R.O.W. (TYP.)- PLAN & PROFILE. PROPOSED 16' BARBED WIRE _C9 GATE CE CEL—C EXISTINq 36- CMP STORM PIPE TO\BE REMOVED— _CF_ C W P R C9 Cr PROPOSED EOP -TEMPORARY CONSTRUCTION EASEMENT EXISTING EOP —CE--cr, Cr_ cr_ - I I I �]M- llv�.Ad�-�14111F ��4qF -Is E - - - - - - - A - '4F - C:) 1/6 CL -3f6b.4 , - I .__ 1—— 1-1 ____E ___� nbZ+Z/..7 -T 7 24�00L_ r- r -- - - - - - - 7- T- C3 OH tjr7T, 6� LU ---LCj3 (A 2. PT t 1+ L589.- GAS— - W V) 7' MEDIAN U P STA. s,51+35.89= ----- - ---GAS- - 6 A V) PCC t1A s62+1 1 PT STA.A6:�2+=27-59= 0 1+?5.88; L 1q_ CLa.SX. 62+27.59; PROPO ED STO 2 CL STA. 6 1.50:, REFERENCE DWG DT-604 EXISTING R.O.W. (TYP.) W W '9.50' RT RT FOR MEDIAN SCORING z -d Ld 2 nj nn 7.96' RT 25' TYP. SYSTEM B-2 6 z EAST PROSPECT RUA .-OP OP U _j P1 P1 DETAJL z _SSJ77�� 1 �_`:J': li Wz 3� 0 CD 1+32-56;:swR + 9; iW I— LLI >- 57.5' U UI.- < I U.1 0 3t C'j T --SSWR— —S R —SSWR SSWR SWR SWR SSWR— z 4. 0 0 < 4 a: U 4 In =25 01 PROPOS-1-D c;$ r, -25' 00t �Mnpncz=rnp PROPOS OP PROPOSED R.O.W. (TYP.) SYSTEM B 4 IL 0 RPAY 16 All, -1 IL Y PROPOSED 30* RCP STORM ponr3nqzm i n PROPOSED 10' -PROPOSED SINGLE IL FENCE 2' POSED 4R 310 E DWI; PROPOSED STORM MH CONCRETE TRAIL RCP S7T ot -310 F PROPOSED 3V RCP STORM (REFERENCE DWGS. RD-320, OUTSIDE R.O.W. DE PLAN & PROFILE. PROPOSED SINGLE RAIL 7- FENCE 2' OUTSIDE R.O.W. //321 322 323 FOR HORIZONTAL PROPOSED -BUCK- (TYP-) �4 ALiNMEWT) PROPOSED COMBIt IED L CONIC 4RDSCAPE MEDIAN OROPOS ENTRANCE TO ELC 19E FENCE OU �onpn (STA. 62+08--k7k 63+66) H AND NATURAL RESOURCES �PROPOSED SCULPTURE Uj /00� OPOS K & (REFERENCE DWG. RD-312) FOUNDATION (REFERENCE PROPOSED 10' PROPOSED 36' RCP lo"PF qWG PLAN\ H*H �UIN I tL ST-219 FOR DETAIL) P01INT MCITY -4001!091 HIGH POINT S1 I f)U1 DnIMT STA 61+90 55 - - - - - - - - - - - - - - - - - - - - - - - EV R.Vl. :EL - - - - - - - - - - - - - - XD. STA 61-+25: - - - - - - - 4920 : - . : - : : ------------ . . . . . . -------- - - - - - - - - - - - - - 4010�88 - - . . . . . . . . 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F%I. 7ELEV - - - - - - - - - - - - - - - - - - - - AAL = -1 _1,5� - - - - - - ------------ : : : : : : : : : , : : - : - : : : : : : : : : : : : : : : : : : : : - - . : - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �: 49151 ------------- --------- ------- .. . . . . . . - - - - - - -- ------------------------------- - ------- -- 15 e2or - - - L: - - - - __ _. : - : - : : : - : : __ - : : : - - : : - : : : : : : : : : : : : : , : : : : : . - : : t5o.0000, VC - - - - - - - - - - - - 4910 --------------- - - - - - - - - - - - - - - ------ ------------- ------- ---- - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - C04 4 .00 - - - - - 10 ------- 905 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C! - - - - - - - - - - - - - - - - - - ----- - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - 05 �r , ----------- ----- ---- - - LAJ pRopo - - - - - - - - - - - - - - - - - - - - - 10 . - - - - : : : : I : - - : - - : : - - - - - - - : - - - - - - - - - - - - : tn_ _SED -GRADE: (TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . 4900 - - - - - - - - - - - Cj - - - - - - - - 00 EXISTING: GROUND: (TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > - - - - CL I: W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . 4895 : : : - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U - C:)� 95 - - - - - - - - -- - - - - - - - - - - - - - - - . 0.6Ox - - - - - - - - - - 4890 U-) - - - - - - - - - - - - - - - - - - - - - - U-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 - - - - - - - - - - - - - - - - - - - - - 4885 - - - - - - . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 85 LLi - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - 1 7:151 4880 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _j- - - 80 K- - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPO - - - - - - - . . . . . . - - - - - - - - - - - - UJI: 4875 = - - - - - - - - - - - - - Ft EVATION - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - FXISTIN - - - - - - - - - - - - - - - - 25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4870 - - - - - - - - - - - - - - - - - - - - - - - - - - ------ -------------------- - ---- ------------ ------- 7n - - - - - - - - - - - - - - - I 1 0 1 1 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 8 h VIOLATION OF LAW FOR ANY PERSOK UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LCENSIEE WHO ALTERS THE DOCUMENT IS REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED In HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. 60+00 61+00 NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 62+00 _j.L 63+00 64+00 65+00 w A iMAM MEN KEY MAF SCALE: 1"=1000' CALL LIMITY NOTIF11CATION CENTER OF COLORADO 1400W,,9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 1 1 1 HORIZ. I WIIIIIIII I VE RT. 0 1 1 0 20 111111� SCALE IN FEET ce) 0 DO C14 C14 E 0. o4 2oD c&4) m E :R(jL?19 8 (D C-4 04 - L) COW 5 , G 0-to 0 = I.- rn 0 a>0) 04 U_ LL U) z W W 0 W 0 E4 <ZO 0 --1 _j W-jo 1.-0() 00 - Lu � CID 0- _z U)O-j OLL—j WLLO (LOU U W , 0< 0 x a. U.15 LL 0 0 L0 co W _j LL 0 0 z C:) go LO az + z L0 0__ 'N PROJECT NO. 020-207 DRAWING NO. RD-305 70 �A:r '"r Go c%j 1 t6 0 z -9 n 0 0 0 E co" 0 'D L o c bli 0 0 3c V) 0 z 0 LLI V) E,c > Ll- � Ld CD 4 CD c 0, Z 0 v 3r. V) L�, WO w (n u LL 0 ui .4 LIJ z z .4 wz XZ )10 C:) LLJ LLI M w w z LL, 0 n V) it � 0i 0 cr 0 ir .4 4 L) (L 0-6 Ln cn 04 c%j E0c,jco 0 co 2 co c%j O>m E 750 c� U c%4 CDCO .,IF It co"c C:, o -E I, DO)m c') u 0) x 0.j 0) m C%l LL �- LL z w 2 w 0 0 <Zo ozi-i W-jo 0 W�-U) a-MZ C/) 0 Zi OLL-j Of LL 0 0-00 L) Ir (or < 0 EL LU5LL PROJECT NO. 020-207 DRAWNG NO. RD-306 c w 1 71 0 Lc) c:) t-- w —i 0 cl) Ix (L F- C) 0 trz + a< U-) LL Z w F- �5IL (1) j "or 00 C#4j CIO z 110 0 U a CK *1 0 4_L I .. III,, to C 0 E iiiiii g t a ow ol 0 0 0 > REMOVE EXISTING ROADWAY; CONSTRUCT NEW PAVEMENT I CONSTRUCTION EXISTING SIGNAL TO REMAIN PROPOSED EOP--i NG R.O.W. (M.) \CEL 'C C —CE—CEL—CE CE ICE EXISTING EDP =R- =A7- :W= Q AS 77i 1-M t W t9 U M If F080RE 8 VARIES CL TO R.O.W. + Lu D_ ELEV=4nP130 7 2+00 Ali 71+00 I _E % ------ t 00, CONTRACTOR TO MILL I OVERLAY INTERSECT10N (REFERENCE DING. DM-120) REFERENCE EAST PROSPECT MAINTENANCE PROJECT #181700050, CITY OF FORT CO INS JUNE 2005 // V //;]/_ / " " I — — W_/— — — SIDEWALK RAMP ME 2A REFERENCE CDOT M&S T PROSPE ROAD STANDARDS -STANDARD PLAN NO. M-608-1 FOR DETAIL 7l3 SAW UT LINE - —101 1---- T_PC FL=CL STA. 73+24.39, T i P T �=T 12"CLAY S- Ch CITY OF GREELEY IrCLAY Si BURIED PIPELINE Pill i GAS ciiii MAE— OHE OHE— W — — — — — — — — — — — — — — 74+96.02 C:) I - - - - T -T OHE- T 22.12 RT. _k - In __0HE— -OH 71 + H CD------ U it a to R=15 0 +0 WY M EO 0 EXISTING R.O.W. (Ti DRIVE6 #7 \REFERkNCE DWG. RD-311 I ED Q Q 6' @DNCRETE0rRAIL rOR Pr & PROFILE. Nil R=25' STA. 55.83 YPES* (REFERENCE DINGS. RD-320,321 PROPOSED 6* C & G 322,323 FOR HORIZONTAL (TYPE 2 SECTION 11 INFALL) ::E (FL) Crillill R.O.W. ALIGNMENT) R=10' PROPOSED 10' CONCRETE TRAIL 4/ EXISTING EOP (REFERENCE DWGS. RD-320,321, f FOR HORIZONTAL ALIGNMENT) rl R=3 C1, cc- CE CE C C D R.O.W (TYP-) HOUSE HADEMA EARTH CYCLE TEMPORARY CONSTRUCTION -------------- _T �OHE �OHE— D ( �� — () - - ---- EASEMENT I I I � MATCH EXISTING or I DRAWINGS OF RECORD 1 0 DRIVEWAY WM These Drawings of Record have been prepared based upon 12' 0 information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsle for its accuracy, nor for errors or omissions which may have CE--C OMCE 30 0 PLAN been incorporated into this document as a result. Alp - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4920 - - - - - - - - - - - - - : - : : - - - - - - - - - - - - C4 - : : : : : :+: i - : - - : - - - - - - - - - - - - - - - - - - - - - - - - - 4915 - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0- - - - - - - - - - - - - - - - - - - - - - - - - 4915 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4910 + - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4910 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 49051 - - - - - PROPOSED GRADE XTYP: 4905 L!Jr EXISTING '.GROUND tTYP- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - : : : : - - - - - - - 49001 - - - - - - - - 4900 - - - - - - - - - - - `1 - 1- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4895 - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . - - - - - - - - - - - 4890 --------- ------ -- - - - - - - - - - - - - - - - - ------------- 4890 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4885 - - - - - - - - - - - - - - - — - - - - - - - - - - - - 4885 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - 4880 ------- - - - - - - - - - ------- -------- - - - - - - - - - - - - - - - - - - - - --- 48801 C3- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - 4875 - - - - - - - - - - - - - Lail PROROSED ELEVATION: (TYP.)—. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4875 kl�i*d EILEVA61ill fYi - - - - - - - - - - - - - - - - 4870 - - - - - - - : : - - ----------------- M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14870 - - - - - - - - - - - - - -- --------------- ------ ---- -------- C4 0 r— � to M 0 0 .0 -1. C4 C4 cq 01- C4 C4 C4 COPYRIGHT (D 2007 STANTEC Oli ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LA14D SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED 9' HIS OR HER SIGNATURE AND SPECIFIC 71+00 72+00 NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. ...... . .......... ....... , I. ... ... ... 74+00 75+00 73+00 +50 TO STA. 76+00 EM)RTH 1/4 SEC. 1 NOW 1/4 SEC. 21 CDR. I NW CDR., SEC. 21 NE COR., SEC. 21, TK EAST PROSPECT- ROAD KEY MAP SCALE: 1"=1000' CALL LITIL" NOWICATICIN CENTER OF COLOMDO lo,800mi,9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 210 4 1 0 Hi i 0 1.0 2 1 0 iIson VERT. 6e%NnNr77= SCALE IN FEET :3 U LLI Of 0 z Ld 0 z Z > 0 Cr 0 L) L) W W I W � V) 0 _1 04 Of CL ir il M ir a Q In C% 1 4 1 04 E0i 2 86 cc-,4m E :2 -LO19 8 4) C� N 2 DO 00 JE; (61—,E 5.E- 0 C1:1 0 = I-- a) 0) 0011111111111, 0) x C.; 03 C%i LL I- LL R I z W 7- W 0 W all. 0 u) 0 0 <ZO 0 __i —i W < W-jo _j LL CI) 00 Li 0 WO Q_n CL �- `z C6 0 :3 OLl CD r.0 LO 0 LL CL 0 .4 Z + lox < o W F- C/) � cy- z 0< 0 M a. WOLL t,-: a- u) 0�_ PROJECT NO. 020-207 DRAWING NO. RD-307 72 C 28 Ut I ML AL I LMA I C6 qW 0 CIO C%j z E (J'a KK 0 +_ C1 C-0 E 00- 2 N 4- 1 8 Ca "C) '�. a 0 C K) L 0 0.1 q I 3 06 1K NOTE: REFERENCE DWG- GN-106 FOR DRIVEWAY CURVE DATA. 4" ABC CLASS 6 SECTION JCTION PLAN -DRIVEWALj_1 a .L- -61 .. 0.4 .... 0..0 f� 0 0 ...... ................... ................... ........ ........ . ....... ...... ...... .......... .... =49.1 0 ..... .. ... 0 4905 0 ...... ........ A ......... w 0) -F 0 Pei CY) CO -t . . . . . . . . . . . . C%4 + . . . . to 6 ........ . . . . . . . . . . . . ...... . . . . . . . . 4- 0 CO . . . . . . . ...... Lr, -0 . W. +.w < ...... �j .... 0 00 ........ .............. 4900 4900 C .0 0 177 'F=7Z_- V1 LLJ ... ...... . .... .. ....... ;!s �j �_j . . . . . . >5 5 ....... 7CL V) 3 > ...... . ....... ........ .......... .............. .... I . . . . . . 4895 4895 0- . . . . . . . . ........ . . . . . . . . . . . . . . . ........... ....... .. ......... 00% 6 o ....... ..... .............. ........ .......... . ...... .............. 48901 4890 GROUND y . ...... ........... . EXISTING pRoPOS D GRADE. TW ................ ...... ........... ................ .............. 4885 i4885............. ................. XISTING'ELEVAT.10N I* �TYRY::: ........ ...... ........... I ....... ................. ........... ..... ....... ... . .... .. I. PROPOSED. ELEVATibt ........ ......... ryp.) .... .. .............. 4880 4880 ............ ....... 0 00 CD 0) 00 00 00 00 0) CO 00 00 00 4- 11+00 10+00 PROFILE DRIVEWAI-J-1 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATIO" IT S A Z%ACTOSNSOFCTLANW F L;: ANY KRSOf ER T14E DIRECTION'IF LICENSED AR11T&SCjjPIE PROFESSIONAL ENGINEER, LAN ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY L=F=P1E(1 TA DOCUI I BY L W TO AFFIX HIS OR HER SE AL 4D T By NOTATION "ALI-ERIED _2y�!.IED�� CALL UTILITY NOTIRCATION CENTER OF COLORADO 1 w80M224 987 CALL 2 BUSINESS DAYES. IONRAEDXVANCE BEFORE YOU DIG, GRAD CAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SCALE IN FEET DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 4- ABC CLASS 6 SECTION 6ro 661 TEMPOF�RY CONSTRUCTION EMEN'�� RIE1 ' 4 S 0% 0 ND BARBED VARE 0 ID - R.O.W. PLAN —DRIVEWAY 12 ........... -fy 11-N 'P.) 0 C) .................. —EXISTING GROUND LO .. ...... .... .... . . .... ............... 00) .......... PROPOSED.GRAD 0 * CD �4 .. ...... 49051 4905 0 1-t ......... olt 6 0 Z 0 ........ .. < .......... < ......... < 0 0 ........... .... ........... 4900 CO LIJ M Ee 4900 ....... �vy _j 0 _Tj) r1r) V) < 00 + 00 U-)... >; . . . . . . . . 0- EL a_ z . . . . . . . C, z o" O)o + C000 Vfn) U) LLJ ........... �j (n ... ......... ... 4895 4895 0 V) Uj ly . .. ........ ... ............. . Ld — — .. . ......... . . 0 .... ... '!_6 > > > z ....... ...... .... ..... -86 ... ...... V) OC) z L ci: W 4890 4890 .......... 11 ....... .... N� .......... ........... ..... . ......... ..... . .. . . .. . ............... ....... . ..... ... 48851 4885 .......... I ....... ...... I ........ ....... ................... .... ............. ... ....... . . EXISTING. E .... ...... 4880T ..... ......... ......... PROPOSED EVATION (TYP-) . .... .. 4880 ro (0 0 0 0 ILO Cq CO CC) 6 r�_ 0 CID r_� C)O M 00 00 000) 0) 00 00 0) �;I_ 00 00 00 00 I't 11 +00 10+00 PROFILE — DRIVEWAY #2- KILT MAr SCALE: 1"=1000' W W in U W V) cr I C) 11 cr ir W W z W a -d 0 z W z z .9 x CD C) I- LAJ U �_ 00 z Ld C:7 LLI (f) W V) 3C � (\I cc 0- cr C3 th Cn 0 CID C14 E LOO c-4 2 c.4 cn E t? 2004" Co CID 2 Qrr 0 0) M C14 LL �_ LL U) I— z W 2 W > 0 W _j 0 FL 0 <ZO ozi _5 z (r _j C) I.-Ou < z L)o - W U) a.�z (L U)O-j OLL-J WLLO 0 L) W U W U)ro < WOLL r- PROJECT NO. 020-207 DRAWNG NO. RD-308 73 28 qW 0 'E 4- 0 C: .0 W E 0 C'j > 0 C 0 L m 0 � C3 .0:; � kjj 3, Er, 0 PROPOSED RAISED MEDIAN 69 PROPERTY LINE — EXIS11NG RIGHT—OF—WA�'- - 4" ASPHALT SECTION TO R.O.W. 50 4* ABC CLASS 6 SECTION Ric ARBEI 16' DR TA 1 T+74.31 123718.77�4 E 21149q�.3959 4 TA C3 3E T TE�PORARY CONSTRUCTION EASEMENT L) M EXISTING WETLAND T__1j tSTA. 1 O+On LL Solm 62-,�_42,57 884 8.4 2 rri RESET 4 STRAN BARBED WIRE FENCE 6" OUTSIDE R.O.W. r 01 PROPOSED EDGE F NT 0 PLAN —DRIVEWAY 13 4910 ............ ''' * '' ........ 1 ...................... W .......................... 9 I ............... .......... 4910 ........ �PROPOSED 1 . ....... .......... ............... ............ .................... . GRADE .. .. (TYF;.). ........... .......................... ............. 4905 .......... 1.' ' ' '* ' 'i .............................................. 4905 _* Uj LO. 0'� ....... . I I 0 0 . M ..... 00 ... ... I .............. ...................... .. * ......... * ............... ............ 4900 0 cy) DO Old- , + C; .0) ........ DO ...... 0 "t ........ ................................................. ....................................... 4900 ........ +DO P1.47 Uj ...... A ... .................. ............ ..... .. ..... .................... . . ...... _j < �-. V) .-j ........ LIJ Cr ..... 4895 4895 V) . ......................... > .......... ................ ....... .-2.007o ...... a- .......... ........ a_ ........................ ................. ....................... . I .................. 4890 4890 *\O -77._._�_ ........... ' EXISTING ........... ' ' ' ..... .. ................................. ........ 4885 4885 GROUND (TYP -) I --EXISfING IELEVATIOW (--YP.) .... ............ ................... .................. ............ PROJOSE ELEVATION ...... ...... - (TYF.) ................................. ............... .............. ................... I ...... 4880 4880 0) 0) 00 0) 00 Do 00 00 DO 14- 00 DO Ili- 0+ COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION CALL UTUTY NOTIRCATION IT 5 A VIOLATION OF LAW FOR AW PERSON, UNLESS ACTING UNDER THE CENTER OF COLORADO DIRECTION OF LICENSED ARCMTECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO 1 400m,,922=1 987 ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE Am LICENSEE WHO ALTERS THIS FOR THE MARKING OF UNDERGROUND DOCUMENT IS REOUIRED BY LAW TO MEMBER UTILITIES. AFFIX I OR HER SEAL T' TERED By.�' NOTATION "AL FOLLOWED By I HIS OR HER SIGNATURE AND SPECIFIC nFqrRPTInN OF T14E ALTERATIONS. 11 +UU DRAWNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. ,L-rvv = = = M m�� SCALE IN FEET I T till 191� 4' 411 C C ,(�'�STA 11+65.89 N 123783.05 E 212209.05 ABC S SECTIO 5:7 U0 I VA TEMPORARY CONSTRUCTION 15j'I EASEMENT ADJUST�61STING MH + C L STA. 0.66-` 3 E �k-t 6 3/8 A' PLAN —DRIVEWAY J4 UJI I In COR., SEC. w ,SPEa KEY MAP SCALE: 1 "= 1000' �E� 11r I NE COR., SEC. 21, T7W, 7FM87W ./40, 0 0 0 �) 1 -3 1 W I On on 0 0 0 W 0 cn C '0 0 0-1 (A 0 — Z: U > >1 0 LL1 01- 4) L LL E > 0 L 0 nw� n(O I Lr, z + E4 + :, _r(C 3M Cl 6 2P_ .cl U) 0 ;i wMa QO Ln IV 101 1 0 a: C) ILL! z Wz z .4 X Z_ CD CD �- LLJ �- LLI CD U W (L)I,_ W z W 0 a: OL Lf) ix OL C\J (0 C14 E"n 04 @0 0 2 . c.4) ce) E 32dL919 8 (D 04 C,, C Co 0 0= In x C%I LL F_ LL 01) z W 2 W 0 W 0 <ZO 0=1 W--Jo 0 W C0 a. Ir z_ CQ 0 _j Ou--J Ir LL 0_00 F- 0) IX < W5LL PROJECT NO. 020-207 DRAWING NO. RD-309 74 C . 1 W _j LL 0 W (L a z z :5 0 (L z W �'Lcl MM101 284 ai 0 qr M z 0 C 4- 0 C4 Z =MW row wo E CL 0 > 4 � 01 "C) 0 K L m 0 S MOM La REFERENCE DWG. GN-106 LO FOR DRIVEWAY CURVE DATA. LD 431 4" HBP SECTION TO R.O.W ABC CLASS —4 LLJ 6 SECTION 00 \110t 0 LLJ/ ;;3\ STR 11 -f 27.31 STA. UU RESET r A -/-I 235�0-0 1 38+55.97 GATE 5r Pi E 209100.42 23716.84 E 209103.08LU K 0 V) + SINGLE RAIL FENCE j k�� I PLAN —DRIVEWAL1-5 .................. 0 CD ...... 0 C%4 ......... 0 ........................................ ......... . . . . . . . . . . . . . . . . ...... I ....... 6L F . .. ............. . ........ .......... 4910 4910 0 0 + 0 0) 00 0 0 . ....... .................... .... .. .............. ....... z ....... 0 I.— _j .... C; LO .�j ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 F_ ... 0 .... 4905 4905 v) uj c 0 5; 5 ...... a- cir > a_ > 6 .............. ......... + 7"- Do ..... V) ...... . ...... . Z (J� ......................... .......... ... 4900 4900 kL_-��2.007.* V) LIJ ............................ ............. z Cl. Uj ....... ........... .0 ............ a- 4895 .. .... . . ...... ..................... 4895, ........... ...... I TING ..................... XIS CROUNO N . .. .......... .. .................. L PROPOSED GRADE.(TY ................ 4890 48901 .. .................. ................... —EXISTING. ELEVATION, (TYP.) ............. ...................... PROPOSED ELEVATIO1 4 (TYP.) ............... .......... ....... I ... .. .................. 4885� 4885 ....... L (D C14 ........... ... r� 0 .(0' .............. t .... ....... C%4 � C_� 6 ........... U') CY) c6 M ......... .... .. 0)0) 00 L6 .. ............ ... 0).0) W M 0 ......... (3) 00 .00 .......... .4- 00 ............. .t 10+00 COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION CALL UTILITY NOTIFICATION IT 5 A MATO" OFCTLWAW _SS A AMY PERSOO ER THE CF CENTER OF COLORADO DIRECTION OF L=ERA'C"A1TESCiPE PROFESSIONAL OR LAND SURVEYOR TO 1=800m9224987 ARCHITECT. ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. CALL 2 BUSINESS DAYS IN A13VANCE BEFORE YOU DIG, GRADE, OR EXCAVATE AW LICENSEE 00 ALTERS THIS FOR THE MARKING OF UNDERGROUND DOCUMENT IS REMAG AWYDLTHWET0 MEMBER UTILITIES. AFFIX HS OR HE NOTATION ', ALTERED By' FOLLOWED Byl Wq aR HER SIGNATURE AND SPECIFIC I I I -ruv PROFILE — DRIVEWAY #5 0 20 40 IORIZ. 0 5 10 I I I VERT. 6d!%0rnEe!!!!= SCALE IN FEET DRAWNIGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 0(9A NOTE: NOTE: CONS UCT TRAIL 8" REFERENCE DWG. RP-312 THIC FOR,.,5�,3EYOND FOR RUNNING DEER EDGE RIVEWk-. -PARKMOARtA�_ 2 10 -A 0 FI NVION 13SOMId CO 0 DR2 =25' '3�1/2411 1 +00 Li xi f j \) I ------------ 13 Go 4" HBP SECTI N V0 =25' 1 0+00= STA. 11+3 42'8 C%� I A. 61 +64.8 N 123509. 1 N 1 646.82 E 2 10.82 E 211411. 7 L LLJ cr 0 (A 0 PLAN —DRIVEWAY J6 ............ ................................................. .......................................... I .......... ........... ....... ................ .................. ..... Ur)... 0 ... 0 r'e.). .... ....... .... . .... ...... ....... 4905 CN 4905 0 0 ...... 00 0 o . . . . . . . . . .00, . . U). Q . . . W.00 - 0 + 0 . . . . . . . . . 0 �0. 4900 4900 1+'00 ....... _�j .......... LL.I. -P� ........... . . .............. V) V) :3 V) Uj ... ...... .......... -0 0 ......... * ....... LLI (0 > W ........ ......... I ..... 4895 ... V) to Z_ %z ... 6� -0_<:� .... .... 4895 _ ...... _01 LL ............ a_ a ........ A .......... .............. .......... ........ . ....... ...... ........... ................. 4890 4890 �2.65% . ...................... ........ ....... ................. ....... 'GRADE (Tyi: ..................... 48851 .................. ......... EXISTING -GROUND (TYP;) .... .......... ... 4885 .. . . . ....... I .......... ................... .................... EXISTING* ELEVATION P) .......... 6 ........ .......... TY ....... ...... ..... . [PROPOSED. ELEVATf.IO 0 �P-)' 4880 4880 ......... ...... .. �O C-4 LQ DO (Z) C; 0) CF) 10) 1) 00 00 0) 00 co .0- 00 00 .'q_ 11:f — - 10+00 11+00 12+00 —PROFILE — DRIVEWAY J6 KEY MAV SCALE: 1"=1000' W ILL Q r ir 'I W z 3 z A, Z: 4 z LLI C3 — Lj L) �__ U�_ z W LU W 0 It CDI CV) 0 (D 04 E u-) c-4 2 coo (N, F) E :2(j4?1? 8 moCN Coco 0— C_ U) 0 C33 0)() 04 UL UI_ z W M LLJ > 0 W _j 0 0 _001 (L <ZO 0 0 :5 _5 W-jo z < I.-Ou z ()u - ul �_ CQ a- (If Z (L U)O-j OLL-j z >- LL 0 -C L) U_ -0-0 L) - W 0> (r n JECT NO. 020-207 DRAWING NO. RD-31 0 75 MWENMMMNM� C�l 2.,8 I Hh AL I LKA I WN�. .2 Vt >1 CIO C%4 'Ll, CIO 01 z E D 0.0 0: 1 CC 0 +_ 0 , C4 02 V'V �-1 W I low U 0 E >0 C, 0 ON ONO L m O.� C EEO: 1 DISTANCE DISTANCE VARIES I VARIES 2.00' C-) 0 U LU (n 0 C.D CL 0 Cr DISTANCE VARIES DISTANCE VARIES 2.00' 0 U.1 V) C) 10' CONCRETE TRAIL (REFERENCE DWG DT-604 FOR TRAIL DETAIL) 2.0% PROPOSED ROW: STA. 41+27.90 TO STA. 45+80.03 DIST. FROM CL=57.50' 10' CONCRETE TRAIL E4 111 DISTANCE VARIES 2' LIJ UJI M: 08 a_ C> a: a_ A B- TOPSOIL (TYI DISTANCE VARIES 2 (REFERENCE DWG DT-6041 FOR TRAIL DETAIL) AA I k. A 2.0% STA. ±35+70 TO STA. 45+50 REFERENCE EROSION CONTROL & GRADING PLAN FOR SWALE IN THIS AREA. PROPOSED ROW: STA. 41+27.90 TO STA. 45+80.03 DIST. FROM CL 57.50' DISTANCE VARIES 2.00' 1 0 C) (if 0 CD Ld 3: C> 0 LLJ C/) C�l a- :3 0 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 3 A VIOLATION OF LAW FOR ANY CALL UTILITY NOTIFICATION PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. CENTER OF COLORADO PROFESSIONAL ENG,1 NEER S6RLANDSCTA011 ARCHITECT, OR LO VEYOR I 987 ALTER ANY ITEM ON THIS DOCUMENT =800m`91224 IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE M ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REOUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UnLITIES. UJI C_> M 1:2 (n 0 CL C�o DISTANCE VARIES 4.00' STRIPED 9.00' BIKE LANE BUFFER A i- ABC, CLASS DISTANCE VARIES 2.0% PROJECT CENTERLINE 69.00' 34.50' 34.50' 12.00' 7.00 12.00' 12.00' 6 1/2' HBP T G L 6 1/2- HBP I OUTFALL CURB AND GUTTER (TYP.) \t /7//_�//>�TYPE 2 SECTION 1B TYPE 2 SECTION 1 B \\� � \�l 1/�\�/\/7 /��RAISEb' CONCRETE '(REFERENCE DING. DT-600 FOR CITY OF (REFERENCE DING. DT-600 FOR CITY OF,\,X//��/HARDSCAPE FORT COLLINS STANDARD. DETAIL) A FORT COLLINS STANDARD DETAIL) (MEDIAN !� 7' TYP) (REFERENCE DING. DT-601/604 FOR DETAIL) EAST PROSPECT ROAD CROSS SECTION - 115' ROW STA. 45+46.21 TO STA. 46+48.29 TRANSITION: STA. 46+48.29 TO STA. 47+28.42 MEDIAN VARIES STA. 47+28.42 TO STA. 47+74.53 PROJECT CENTERLINE ' I,& r%nl 69-00 34 50' DISTANCE VARIES FROM STA. 34+34.70 TO STA. 44+34.99 THROUGH TRANSITION AREA) 4.00' STRIPED 9.00' BIKE LANE BUFFER 12.00' 177-7/77/7 ABC, CLASS DISTANCE VARIES 6 1/2* Ha 0 2.0% - 7= 57.50 2' 4.00' STRIPED BUFFER 9.00' BIKE LANE 2.0% A CLASS SCARIFY AND COMPACT 80 DEPTH BASES OF CUTS AND FILLS DISTANCE VARIES . (DISTANCE VARIES MOM STA. 34+00 TO STA. 43+97.70 THROUGH TRANSITION AREA) 4.00' STRIPED )ISTAI 9.50' 9.50' 12.00' BUFFER 9.00' BIKE LANE VARII 3.51- 6 1/2"HBP I[T.G.L. F8* TOPSOIL TO 0. F t 2.0% /A, /,t f /t 4t 1WjjWjjjjIIr� t,/ZMFALL ICUR15 'AND �GUI`TER/ (TTFF.) TvD LL CURB AND GUTTER (TYP.)- /TYPE 2 SECTION 1B 2 SECTION 1 B RENCE DWG. DT-600 FOR CITY OF��X,\�(/,< /,\/<\�\/,��;\/<��/(REFERENCE DWG. DT-600 FOR CITY OF A >>/\>//\>>,FORT COLLINS, STANDARD,\DETAIL� ,�/X>>X�/X/ COLLINS- STANDARD -DETAIL)' Q EAST PROSPECT ROAD CROSS SECTION - 115 ROW STA. 35+71,95 TO STA. 45+46.21 MEDIAN VARIES STA. 39+16.12 TO STA. 45+46.21 ROW VARIES THROUGH TRANSITION TO EXISTING POUDRE RIVER BRIDGE (R.O.W. REACHES 115' 0 STA. 44+66.26 SOUTH SIDE; STA. 44+13.32 NORTH SIDE) MEDIAN VARIES STA. 43+46.70 TO STA. 45+46.21 PROJECT CENTERLINE A- DISTANCE VARIES 30.00' 7' CONCRETE 60 (DISTANCE VARIES FROM STA. 34+35.24 TO STA. 44+34.99 (REFERENCE DWG DT-604 FOR TRAIL DETAIL) THROUGH TRANISISTION AREA) 4.00' 13.96' BIKE LANE STRIPED STA. 34+35.24 TO STA. 35+41.04 BUFFER 13.00' II1rLVWV % U kl[r.) TYPE 2 SECTION 28 (REFERENCE DWG. DT-600 FOR CITY OF FORT COLLINS STANDARD DETAIL.) 25.00' (DISTANCE VARIES FROM STA. 34+00 TO STA. 43+97.70 THROUGH TRANSITION AREA) 4.00' STRIPED DISTANCE 13.00' BUFFER 9.00' BIKE LANE -VARIES 4.28' TO EAST PROSPECT ROAD CROSS SECTION 115' ROW STA. 34+55.14 TO STA. 35+71.95 (DROW VARIES THROUGH TRANSITION (STA. 44+31±) TO EXISTING POUDRE RIVER BRIDGE 116 2P 4. 1 DISTANCE VARIES 2.00' LAj U C3 :z LAj Cn En 0 a_ 0 L> Cr Q_ CL EXISTING GROUNDI REFERENCE DWG. GN-104 FOR PAVEMENT THICKNESS REQUIREMENTS. DISTANCE VARIES 2.00' 13c L) 0 UJI U_ V) L'i V) U_ 0 0 O� W CL STA. 44+33.10 TO STA. 45+46.21 DIST. FROM CL=57.50' IIL (TYP) These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. DISTANCE VARIEE LLI (n 0 a_ CL 2.00' Uj C_> LLj LL. z C> U U_ 0 _j FEET 0 5 10 20 FEET I I I I I M M SCALE IN FEET N LIJ cli I - (A 0 z 0 V) fr L.L. W 0 CD z - w Ln T In oi 0 (n U Uj V) W W C:) U-1 a z z < Z X 0 U U z W � Ln W � 12� W_ � Ln 0 a: 0 cr 411 U_ CV) co N 04 E") c-4 E 2 686 C, :2cjto,9 8 L) C� 04 (3 DO 00 mr- 5 (1) 75 0) a) () .. t, C�'..; 0) ca C14 UL. ILL. z ILU 2 LU > 0 Of 0 0 0(09 <ZO 0 J-A M-io �_00 W �_ COO U)O-j OLL-j Of LL 0 Q-00 F - 1'- W n U)�Qf Cc) < -0 Ujou- 'PROJECT NO. -207 020 DRAWINIc NO. GN-1 07 8 z 0 0 W z U) 39 a: < 0 W L 41'r I 0 qW OL ca z r 0 ta E > CIO 0 0 r L In C 1� 3 > � NnTF: 3 LL _74 SINGLE RAIL FENCE LJ ArBBro) --4- ABC C LAjr1) C7 RESET EXISTING GATE CTION —(4888) �.s > Ito �0 TA 10+ 0-00 STA 10+65.76= 'L bIA b?J+U �j N 123564.84 I 4�m L3 E 212054.58 212054.23 INSTALL NEW 16' GATE I IV 9 iu N EW 5'0 M H 1 8ASJ NASS_ 11 SS SPASS 0 69 PLAN -GAS DRIVEWAY ff) ....... 0) C). PROPOSED GRADE (TYP.) 4900 . . . . . . . . . . . . . . . 04 ...... . + 04 0) 00 N C� PO - . +oo . . . . . too) r*� . . (0 ........... . . . . . . 4900 .10 LQ + 00 00 Go . ......... V) 6-1 V) LU 0 .............. 4895 . ........... 4895 z�2.6k� F-: _j ....... 4890 J OT' '7-. > a -7 . . . . . . > . . . . . . . . . . 4890 -74_9 8 % _j . . . . . . . . . . . . . . . . 4885 ........ ..... ... I . . I . ... . . I ....... EXISTING ... 4885 EXISTING ... ... .... ELEVATION (TYP-) 'GROUND' (TYP I �j .... PROPOSED ...... 4880 ....... ...... CELLyATIoN, (TYP.)' 4880 00 00 00 0 C6 C� 0) 00 00 0) 00 00 00 00 10+00 -PROFILE - GAS DRIVEWAY COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION CALL UMITY NOTI[MATM IT 6 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE CENTER OF COLORADO DIRECTION OF LICENSED ARCHTECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO 1400=9224987 ALTER ANY ITEM ON T146 DOCUMENT IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE ANY LICENSEE WHO ALTERS THIS FOR THE MARKING OF UNDERGROUND DOCUMENT IS REOURED BY LAW TO MEMBER UTILITIES. AFFIX HIS OR HER SEAL AND T14E NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC nr rUV Al TrDATMM� 11+00 0 20 40 HORIZ. 0 5 10 VERT. SCALE IN FEET REFERENCE DWG. GN-106 FOR DRIVEWAY CURVE DATA. �v L7 I-- STA 10+48 N 1*235 E 212596.12 'k, 36nke)"'I 4' A13C CU 6 SECTION R=10' R 12' PC STA. 1 1+ E 212545.63 0 0 R=30' PLAN -DRIVEWAY j ........... ............ PRO:)OSED-GRADE I ........ -(TYP..)- ........... EXITIN . 0 GROUND' (VP.)' 4915 4915 co 4910 + 0 0 0) .................. 'It .......................... ....... c04- 4910 ............... .. .... CI)o 0)'o .. + V) ............... ..... ................ (M 4905 ..... a_ 4905 ............ ............... —2 00/0,r .. .. . .. . ................ 2.19 cv ......... 5;. 5; 4900 ............. ............... ......... ........... 9 0 0 4895 ............................ ......................... I ............... 1 — 4895 . ELEVATION - (TYP-) ...... - ............... -EXISTING - - ................... ................... 4890 -ELEVATION - (TYP-� ............. 4890 0) 0 C%4 C_� 0 CY) 6 0 0) 1: 0 0) 0 0) DRAVANGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 10+00 11+00 N 123539.71 E 212600.79 TEMPORARY CONSTRUCTION _J65EMENTI— N 123550.19 E 212524.77 CE� 11+74.45 MATCH EXISTING N 123510.43 E 212521.33 ........... XIS. I I . .0RO(IN. E I TING, , � ............ . D. _0.yP.)+ I . . ....................... - I ........ ....... I ..... 4915 ... FF PROPOSED GRADE (TYP.) .. . .. ...... 4915 . . .. ......... LO . .. .... ...... n 4910 -'40 ........... 4- 0 0 .............. . ..... .. 0 0 M 4910 r CY) 0 _t _j > _j 4905 U) LIJ ........... V.) -W ................. ..... V) w 4905 . ......... Cl- a- a_ 4900 . .......... 1; 17% ... ............. ....... 0.30% . ... .. �07 4900 4895 ................ ..... ............... .......... ......... .......... 4895 ........ ... EXISTING . ELEVATION' (TYP.)' ........... 0 P OSED . ELEVA TICN. M.P.) 4890 L F—PR ........... 4890 0 0 0 Ci 0 00 0 pt 11+00 - DRI 117-M-311ZL� T: 13 KEY MAP SCALE: 1 "= 1000' a 0 LLI 4- 0 0 Lr) z U N 0 LLJ C L/) Cr 0 > LL - LLI 0 +_ rr Cl 0 4) L L ±w Ln iLr-_) Lb Wo V) Ln C W z .4 z X� C C n NVI z o'-, _i C, .4 04 CN E 0. c-4 0,.0 2 co 04 CDn E to (9 8 750C�Csi - MOODOO 9 R E tc,) ap 0) L) x C.; (D CO 04 LL �- LL pm� r mrw- �n� I 2 011i 16 = I V OD r �c 1410 J� VIM <2 L W 0 " C 1:7 3 q I IKE: - --1 W- T T COPYRIGHT C) 2004 STANTEC DRAWING ALTERATION IT 0 A VIOLATION OF LAW FOR AW`f PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHTECT. PROFESSIONAL ENGINEER. LANDSCAPE ARCMTECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LCENSEE WHO ALTERS THIS DOCUMENT IS REOURIED BY LAW TO -T r7T r =15=� -OHE U400 ELECTRIC VAULT BUCK AND RAIL PCE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 71 T- T W] ---------------------- E PROPOSED SINGLE RAIL FENCE 2' OUTSIDE R.O.W. LINE TABLE LINE LENGTH BEARING Ll 32.14 SW04'24mE 58.89 S8,T39'39"W C&�C& LEGEND NIC NOT IN CONTRACT CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION C11 107.43 400.00 15*23'18* 54.04 S07*46'030E C2 65.41 45.00 82T 16'50" 40.01 S5-r06'07*E C3 130.92 1000.00 T30'04m 65.55 N7T30'260E C4 113.35 40.00 16721'55" 257.87 NOT25'34V 121.43 900.00 T43'50" 60.81 S8T31'34V inj -- -- --- -- PROSP ROAD KEY MAP SCALE: I "= 1000' CALL VMIrY NOTIFICAMON CENTER OF COLORADO 1=800m922=1987 BEFORE YOU DIG, G FOR THE MARKING OF U�DERGROUNID MEMBER UTILITIES. 0 20 40 HORIZ. �?� 0 10 20 VERT. MEN" SCALE IN FEET CID 0 LU Cr V) (D z C-) 0 W Fn 10:� > LL Ld 0 Cr M 3C Of 'n (L =Ln-T r-) W =1 In Ln L) W CA 19 L) Cr 0 Cr Uj ir W z .9 W Z5 z z W z 4 XZ M >-0 jr C:) W — �-w I � (a L 1-- W 01-- W W Z z wo � V) 39 CIC � C'j 0 0 ir ir .4 < II CO z W 2 LLI 0 0 <ZO 0:1-i X-jo (LX U)O-D OLL-j XLLO CLO U LAJ LLI L) LL PROJECT NO. 020-207 DRAWING NO. RD-312 77 (3 zz ILL 0 LLI W 284 qW jj row- C1. 3 E L w 0 I I I . A x - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — BORE 6 — — — — — — — — — — — — — — — — — — W -A -A — — — W —W- -W W W- T —T� E— —T T E LFPHONE Wr OH E =ONE G A S C, A� S !AS GAS —SSWR— �4. SSWR— SSVR SS ELECT----� RIC VAULL M- 0�' 0 zo- - or",x I vv� \Nx 11 01 I L 11) COPYRIGHT 0 2004 STANTEC DAAWM ALTERATION IT 0 A WMATION OF LAW FOR ANY MMK UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, DR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WNCI ALTIERS THIS DOCUMENT 5 REOUIRED BY LAW TO 0 N-1 DE 66ENT RON LP 4M9.6+ 4890.61 I PP sw.� '4 44 414 U,7.%p C + wwwwo '�*��9.�55 488TP.83 9.921 4— .50 UP 4889 . 25+ swoop 911 1 9. 9.39 4889A I Cc. Cp CE C E. Cr C W C9 DRAMNGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. V F;T-11T1Z"j swoop .*W0` M IWN&4q 1411h�hk A�7k 1.2A 489 + : 74891J.38 SSWR SSWR owe LL1 m: 7��7p) C3 L'i M: 0 M-- KEY MAP SCALE: 1 "= 1000' CALL UMITY NOTIFICATION CENTER OF COLORADO 1400=9224987 BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 FfORIZ. 0 10 20 1 1 vERT. L AIIIIIIIR SCALE IN FEET ID Ld 0 z U 0 LJJ U, 0-1 > LL LLI 0 0-1 U) 0 z 101 L Ln 1q, n "1 -101 --I j 1- L) W W W 0 z -d 3 z z z 4.0 z W - 2- ,- LLJ i,- W U I.- L)�-- W (A W �(A z W 2 W 0 0 E04 <ZO :3 -1 W-jo 0 W�-U) (Litz U)O-j OLL-j WLLO 0-00 L) W "PROJECT NO. 020-207 DRAWING NO. W =3 (A U) LLI 0 z 0 0i .4 4 3 Lj z Z 09 W RD-312A 11 IN" I C — I 284 C-1 284 CD > 0 0 CO "a �- �c 0 L W 96 4 9 2 0 49201 4915 ----------- GO ----------------- 1" - ----------- 4915 4910 --------------- - - . - : : : : : : ------ - ---------- CID *: ....... +:' . cm ------ 4910 4905 U.2 ----------- ------ U ---------------------- ------------- ..... -------- ----- P: ------ It ----------- ---11 - - : �*'l ------ - - ---- 4905 - - - - - - - - -- -- V1 - - - - - - - - - - - V). ---------- W - - - - - T - _j LL] - _j LIJ - - - - - - - - - - - - - 4900 �: - - - - - - - - -- -- - -- - - - - - - - - - - - - - -- -- - - - - - -- ---- _: - : : : : 4900 U. d: -0: a-: AM 0. 52X - - - - - - - - - - - - -- -0.65X arm 4895 - - - - - - - - - - 7- - - - - - - - - - - - - - - - 4890 4890 - - - - - - - - - - - -T - - - - - - - - - - - - PROPOSED:GRADE �TYPI)z - -1 - - - - - - - - - - - L - - - 4885 : - - - - - - - - :EXISTING GROUM:(TyP.X— - : : : : : - - : : : - - - - - - - - - - 4885 -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��EXISTNG ELEVAMON .-(TY'P.): 4880 ::2 : : : : : - - - - - - . . : : : : : : : : : : : - - - - - - - - : : : : : : : : : : : : - : : - - - - : - - - - - - - r-PROPOSED ELBA TION :(T 4880 Do to 0 01160 0) 000) to C I 45+00 46+00 — NORTH MEDIAN FLOWLINE PROFILE — STA. n 44+50 TO STA. n 46+51.15 4920 4920 ---------------- 4915 - - - - - - 15 cf - - - - _0T - - - - - - - - - - - - - - - - - 00 4915 4910 + _U) - - - - - - - - - - - - - - - + - - - - - - - - - - - - 1`0 + - - - - - - - - - - - - - - - - - - - 4910, L_j - - - - - - - - - - - - - - - - - 'N - - - - - - - - - - - 4905 - - - - - - :-7- :i.-C: - ej :4 _j: 49051 - - - 'Act - - - - - : : : : : : - - - - - - - - - - - - - - --- - - - - - - - - - - - - - 4900 - - - - - - - - - - - - - - > ->: - -- - - - - - - - - - - - - - - 4900 -------------------- CL 4895 �=Q.53Z A 4k- --- ------- —0.&3X - - A —0-.42X - - . il ------ - - - - - - 4895 -- - - - - - - - - - - - ------------- - - - - - - - ------------ ---- ------ 4890 -L�—- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - 4890 __j - - - - 7-7-7-7 - - - - PROPOSED GRA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4885 - - - - - - - - EXISTING fyROUND.- (TYP.) A - - - - - - - - - - - - - - - - - - - - - - - - - 4818:851 ---------------------- -- ---------- EXISTING -ELEVATION: (Tr.1 4880 - - - - - - - - - - - - - - - - - - - -EV YP FROM= EL A"DQN:(T 4880 C! 00 to G 0 rn DA� CN Ch L6 04 Ui C4 SO Go OD 000) GO COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 8 A VIOLATION OF LAW FOR APIT PERSON. UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. BY 45+00 46+00 —SOUTH MEDIAN FLOWLINE PROFILE — STA. n 44+50 TO STA. n 46+52.24 NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. FAI DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. 3 KEY MAP SCALE: 1"=1000' CALL LMLITY NOrFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. owmMmmm = !� mr=�==Mmm SCALE IN FEET OD CO 0 W 0 CC 0 V) 0 L z C) CL 0 Ld 4) Ln CC C > LL LIJ 0 CC 39 cn 0 0 z: 91: CC 0 W %. I In I 'q- Iml �kd 4 In 0 V) LL (D W W Ld LLI z Wz z <2 rr 0 I— LLI �- LLI fo >_ LJ W z < LLI 0 � (/') �V) 39 Cr � C'j 0 Ir a Of ir:i '401 L) 0-6 0- r� 0 W = C14 tOC14 0 'J E 20D (C,4 '0 Cj L9 C? C'J C-4 OD OD 5=0122 0-51" COO) N LL UL z W 2 W 0 0 <ZO 0 Zi _j Ix-jo 0 0 LLJ I.- 0_b�z (go OLL Q:LL0 a. 0 L) I— < 0 W LL PROJECT NO. 020-207 DRAWING NO. RD-314 NX LU �- _j U) iL 0 0 �— X C44 2W (6 ":z � a + 0 LLI 0 2 8 4' 4, V� 0 i z LOW POINT ELEV - 4893.22 LOW POINT STA - 49+39.07 P.V.1. STA = 49+33.76 P.W. ELEV - 4893.01 A.D. - 1.13 K — 132.31 V 1- DMWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. C4 150.00W' C - - - - - - - - - - 4915 00 in :9- W - - - - - - - - wr &A 8 *9 - : - - - - : - + z - -+- to - - - - - - - - - - - - - + ID: - - - - - - - - - - - - - - - - - . . . 40) - - - - - - - - - - - - - - r, - - 00 1 - 60 1W 0 - - - - - - - - - - - - - - MY 0I 0. -+ 910 05 --- ------- ----- ------- ------ --------- ---------- 0) + I ---- :: -------------- 41 + - - - - - - - - - - - - - - - - - - - - - 4905 L�Ll - - - - - - - - - - - - --- - - - - - - - - - - - -- - - -- - - - -- - - - - - - LLI Ld - - - - - - - - - - - - - - ?: -W3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > - - - - - - - - - - - --- - - - - - - - - a: - - - - - - - - - - - - 4900 rE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . - - - - - - - - A - - - - - - - - - - - - - - - OR;; - - - - *> 4 - - - - - - - - - - - - - - - - - U.qp?k— — - 4895 L . . . . . . . . - - - - - I - - - - - - - - - - - - - - - - - A - - - - - - - - - ------ - - — - - - - - - - - - I IT= Z - - - - IL - - - - - - - 4' 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4890 - - - - - TYP - - - - - - PROR05ED �GRADF: ( r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L Ln : : . - / - : : : : : : : -- : -- : -- : . . EMSTING: GROUI . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . PROPO -DOUE 4885 SEIT- 89'- - - - - - - - - - - - - SPAN: BRIDGE--�- - - - - - - - - - - : : : - . - : - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Uj- LO- - - a gr6 4880 - - - - - -- : : : : : -- : : : : : : : - . - - - - - - - - EXISTI NG: EL - - - - - - - : : - - - -- �- +: EVAMOK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rPROPOSED: ELEVATION: (TYP.; - - - - - - - - U Cn 4875 - - - - - - - - CNI GO C4 C4 C C4 0 C,4 r- 0 ri n - Ci F— WC . 0 0) a CID !� Go 1 n � 0) a) Go F— LLJ C-4 r1i C) 00 GO 0) 000) 0) �? Do M V) V) OD 00 51+00 52+00 48+00 49+00 50+00 4910 LOW POINT ELEV - 4893-22 LOW POINT STA 49+39.36 P.W. STA 49+35 P.W. ELEV 4893.01 A.D. — 1.13 K — 132.26 49151 4915 c4— - - - - - - - -- - -- : : - ta 4910 - - - - - - ap - - - - - - - - - - - - - - - + -q - - - - — - - to - - - - - - - - - - - - - - - - - - - - - -- - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - 4910 01 - 0) - - - - - - - CV 0) - co : - : - : - : - - - - - - - LO -Do + - - - - - - : : - : : : : : - : - : - : - : : - : : : .4 1 : : - - : - - - - - - . . . . . . . . . . 4 - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - 905 - - - - - - - - - - - - - - - - - - - - - - — - -- - - - - - - - - - - - - - - 4905 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 49 > - - - - - - - - - - - - - - 6J - : - - -, - - - - - - - - - - - - - - - - - - - - - - W: - : : : : : : - a- W - - - - - - - - - tu cc t - : -- : >: --s - - - : - : - : : - : : : : - - - --- - - - - - - . . . . . CI: a- 4900 _7 - - - - - - : - : - : - : - : - - - - - - - - - - - - - - - - - ------------ - - - : : : : : : : : : : : - : - - - - - — - - - - - - - - - - - - - - - - ;Pt >i : : : : : : : - : : : : : : ^ a_ Q: - - - - - - -- - - 895 --cz - -- - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - U11 - - - - - - - - - - - - - - - - - - -U.27 —V.bux - - - - -- - -- - -- - - - - - ---- - - - - - - - - - A - - - - - - - - - - LM ---v- - 4890 4895 t - --- - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 7 P.)J T- 4885 PKPOSED:GFADE (TY -j: - - - - - - - - - - - - - - - - - - - - - 4 9 9 8 0 9 5 0 0 Fo>--�, t6 - - - - - - - - - --- - - - 1XISTING GROUND -ITYP.) - - - t - - - - - - -- :PROPOSED: 89' :DOUBLE 4885 - - - - - - - - - - - - - - SPAN-BRIME 4880 - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - -- - - - - - - - - - Lo 4880 VATtON (TYP:) - - - - - - ING7 ELE - - - - - - - - - - - - - - ------- = -+ 4 —EX I ST - - - - - - - 875 A 517 - - - - - - - ELEVATION (TYP:: - - - - - - - - - - - - - - - - - - - - - - ROPOSED U U 4875 - - - - - - - - - - - - - - - - - - - - - - - - - - 4M * r� C4 OD C4 00 eq C4 n .0 C4 IM 4 0)4 0 q 0) f.— CX CID DO Go 00 -t In C4 C; 00 00 00 0) 000) on CIO M 00 1!0) 00 00 CD GO -* * Im 00 It M V) (n 000 0 GO M �? 5! 50+00 51+00 52+00 48+00 49+00 i,Arm &Li ri nim IMr Donril r — qTA it A7+9R-49 TO STA. s 52+50 COPYRIGHT (D 2007 STAINTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER T14E DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TD ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED V HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. KEY MAF SCALE: 1"=1000' CALL LITILITY NOTIFICATION CENTER OF COLORAW 1 400wi,9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 20 40 HORIZ. 0 10 20 VERT. SCALE IN FEET in W 0 W 1 0 Ld Of 0 C:) L z U C1 0 LIJ 4) 0 Ix C > LL W 0 Ix X (n CD 0 Z 4- C) 'r qLn: !ku W r W U W 0 W W W a z .4 z z W 0 W z 11 0 W i,-w W W z W � (f) 0 � 0 0 it .4 it _, C%J 4 x 6 a- a - 0- r1l 0 U in 04 I CM E .0 c-4 2 c IS c04) F) E :2dL?19 8 0) C%I 04 - L) Do 00 Q 0 0 x NLL1--LL C0 z W M W 0 W CL 0 2 0 Ecril <ZO ozi-i W-jo uj I.- U) 0-W-9 CQ 0 -j OLL-j WLLO QLOL) L L) I Uj U) 0 <—O W Q LL PROJECT NO. 020-207 DRAIII NO. RD-315 C W j M 0 0 �- (r- C4 LLJ (0 z 0) C� W LL U) 1 284 0 J Z WIMP E *CD) 4-0 C 0 V L In 0 C 3 '0 kil IV DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsIble for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. HIGH POINT ELEV - 4894.87 HIGH POINT STA - 52+84.74 P.W. STA 53+20.01 P.W. ELEV 4894-97 A.D. - —0.72 K = 209.62 4915 150.0000' VC 4910 4915 — ::T ------------- 4910 C14 - - - - - - - - - - - - - - - - - - - - ---------- ---- ---------------------------------------------------------------- ---------- - - !�' . .... : --------------- - - - ------- ------- 4905 4905 ---------------- ------ ---------------- -- ---- 0 --- : --- --- ---------- ------ - ------ ------- --------------- ------ F_V� ------- -------- ------ ---------------- ------------------------------------- 49 491DO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------- -------- 4895 aj - -------- UT) 4890 __: A4895 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- -------- ---------- � ------ ------- V--) --- 4890 -------- 7 ------ ----------------------------------- -------- - - - - - - - - - ------- ------ --------- -_----------- - 4885 4885 ----------- 1_� -------- -- - - -- ----------------------------------- ---- ---- : Y ___ - - - - - - - ------ :PROPOSED CRADE: (TYP.)- --- -------- 4880 . . - - - - - - - - - - �X[STING:GROIJI (TY-P.) 4880 MPM - - - jr"L - - - - - - - - - - - - - - - EYISTING EMATICN: (Typ.): - - - - - - ---- -- - - - - - - - - - - - - - - - - --- - - - - 4875 JA R 7 r% r- . . . . . . . . - - - - - - - - - TPROPIDSED ELEVATION : (TYF : - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I- 53+00 54+00 55+00 56+00 57+00 HIGH POINT ELEV - 4894.77 HIGH POINT STA - 53+20.94 P.W. STA - 53+20 P.W. ELEV - 4894.97 A.D. - -1.07 1�0 K - 140.49 1 1 1 4915 4915 7=3F7 150.0000, VC ------- 77 - - - - - - - - - - - - - - - 4910 -------------------- ------------------------------ ----------------- - - - - - - - - - - - - - - - --- - - - - - -- 77 - - - - - - ---- 4910 c.%4: - - - - - - - - - - - - - - . . - - - - - - . - .. -11 ------ -------- 4905 --------------------- ... ------- --------- ----------- ----------------------------- 4! -------- ------- 777 ---------- ------ ------ L -0 4900 Z ------ ---------- ----------------------------- -------------- ------ ------ d --------- : --- :_: --- ---------------- ------------------- -------- ------- -------- 4900 ----------- - -------- ---------------- - 895 : : : :D-;: 4 ----- ----------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4395 A -------- - ------ - ----------------------- ------ 4890 ----- - ------ . ..... .... — -------- -------- ----- V) 4890 - - - - - - - - _7 - - - - - - - - ------- -------------- ------------- - 4885 --------------------- ---- ------- --------------- --- -------- ------ 4885 : PROPOSED -GRADE (rYP_)— - - - : : - : : : : : : : - - - - - - - - - - - - - - - - - - - - - - - - - : - : - : : : : - : : : - -------- :0 ------------------- 4880 - - - - - - - - - - - - - E)OSTING: GROLM (TYP.)4--f - - - - - - - -- - - - - - - 4880 - - - PROPIM - - - - - - - -EXIS-17ING -.ELEVATION: (TYP.) - - - - - - 4875 7 . . . . . . �[PROPOSED :ELEVATION: (TYP.) - - - - - - - - - - - - - - 4875 FT C0 C4 CO Cb 0 C4 -7 (� C) C4 CD CNI 4M 0 mi 00 00 DO Do 000 Go Do 00 00 00 CD 1* 44 004 64 C" 0) 00 CD Lj �A ^^ r, r, _L n n 56+00 57+00 COPYRIGHT (D 2007 STANTEC DRAWM ALTERATION IT 8 A VIDLATION OF LAW FOR AW PERSON, UNLESS ACTING UNDER THE DRECTIDN OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY UCENSIEE WHO ALTERS THE DOCUMENT IS REOLMED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED In HIS OR HER SIGNATURE AND SPECIFIC DESCRPTIDN OF THE ALTERATIONS. 53+00 Z)4-rvv NOTES: 1. REFER TO DWG. GN-106 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERLINE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. %..", I W W — qTA Q _c;9+.r)(1 TO STA. s 57+ EAST PROSPECT__ROAD_� KLY MAF SCALE: 1"=1000' CALL LITILffY NOTIFICAMN CENTER OF COLORADO 1 400W,,9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 20 4 HORIZ. 0 10 20 1 1 1 VERT. M SCALE IN FEET 1" IN I I I cr) 8 C14 C14 E 100 c,4 2cocc4) F) E :RdL?19 8 (D CS, N L) Do .0to 0 75 CD x 0.; W C14 LL U_ C — 1 284 4qr Ei]ll C*hj 4� A 4 9 15 491 ------------ -- ------------------------------ 4910 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4910 4905 ----- ------------ -------- -------- --------- ---------- ---- :CL - - I- : - to - 06 ...... + - - 0' - - - - - ---------- : : : : : : : : : _+ : : 0) - !� : - - - - -_ : _- : . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to - - - - - - - - AD - - - - - - - - - - - - 490� 4900 L - - - - - +: - - - - - - - - - - - - - - - - - - : : - - - - - - - - - - - - - - - -- - - - _' - ' - - - - - - - - - - - — - - - - - - - - - - - - - - - . - - - - - - - . . . . . . - - - - - - - - < U I - - - - - - - - - - - - - - - - - - - - - - - - - 49001 1_� - - - - In - - : : : - : : : : : : : : : : : : - : : : : : - - - - - - - - - - - - : : - - : - : : : - : : : : : __ : - - - - - - - - - - - - - - - - - - - - - -- 4895 - - - - - - - - - - - - - - - - - - - - - - - - - D > > n. - - - - - - J�_ - - - - - - 48951 4890 - - - - - - - - - - -- --- - - - - - - - - - - - - - 7 7 - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AL_ : : -436%: : ' A - - - - - 0-.41 X - - - - - - - - - - 4890 - - - - - - - - - - - - - - : : : : : : : : - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '. -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - : - : : -- - - - - -- -- - 4885 - - - - - - - - - - - - - - - - : : : : : - - - - - - - - - - - - : : : : : : : : : - - : : : : : - - - - - - -- - -- - - - - - - : 488,51 ----- ------------- - - - - - - - - - - - - - PROPOSED: GRADE �TYPQ 4880 - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - EXISTING 4FMND:(TYP. - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 4880 - - - - - - —EXISTING ELEVATION �TYPr_): 4875 - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fPROPOSED ELEVATION �TYP_'): - - - - - - - - - - - - - - - - - - - - 4875 OD In CNI to ch In .0 CD CID 00 C� 00 t 0, a) 00 0 NO CO 0 0) 0 W CD 10, 10, 10, 10, 58+00 59+00 60+00 MEDIAN FLOWLINE PROFILE - STA. n 57+75 STA. n 61+36.45 61+00 4 9 15 4915 4910 - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4910 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +C" - - - - - - - - + 0 - - - - - Cq- 0 - - - - - - - - - - - - 4905 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : V : : - 4905 - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- . - - - - - - 4900 U) - - - - - - r--- - - - - - +: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . - - - - - - - - - - - - - - - - - - - -- - - - - - - - - ::: ------------ - - - - - - - - - - - - - - - < - - - - - - - - I : : : : - - - - A:::: --- - - - - - - - - - - - - - - - - - -- - - - - - -- -- 4900 - - 1_� -- - - - - - U-) - - - - - - - - - - - - - ED - - - - - : : : - - - - - - -- - - - - - - - - 4895 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > -- - - - - - - - - - - CL - - - - - - - - - - - - - - - - - - - - - - - - LL� - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 4890 - - - - - - - - - - - - - - - - - - - - -------------- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -0.30% - - - - - - - - - - - - - --0.08% - - - - - - - - - - - - - 4890 - - - 4885 1 = ------------------------------------ - : : : : : : : : - - : : : : : - - : : : : : - - . ----------------------- : : - : : - - : : : : : : - - - - - - - - - - - - - - - - 4880 - - - - - - - - - - - - - - - - - - - - - - - - -PROPOSED GRADE:(TYP.yI: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4880 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - ENVN� :GROUND: (TYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4880. - - - - - - - - —EXISTINP TLfyATION:(Tr.y - - - - - - 4875 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPOSED ELEVATIO�N:(_�Ye.)� - - - - - - - - - - - - - 4875 C'! C0 U') C14 LO OD (D Co C14 0) 00) OD OD CO 0 0) Cb 6 I COPYRIGHT 0 2007 STANTEC DRAWING ALTERATION IT 8 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. 58+00 NOTES: 1. REFER 2. STATION OFFSETS ARE FROM 3. REFER TO UTILITY PLANS FOR 4. REFER TO LANDSCAPE PLANS TO DWG. GN-106 FOR 59+0 HORIZONTAL ( CENTERLINE UN RELOCATIONS. FOR MEDIAN T KEY MAP SCALE: 1 "= 1000' DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UMMY NOTSCATION CENTER OF COLORADO I =800m9224 987 CALL 2 BUSINESS DAYS IN ADVAr4CE BEFORE YOU DOG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SCALE IN FEET �j cn >_ 'M d DO a W CO 1 0 LU 1.- 11 (D fr 0 Ln 0 L z U C1 0 Ld Cr LL LLJ 0 Coll 31: 0 CD — z 4- W. 1 0 Q� I ' �(p I Ln I q- I rn 401 W L) W L) cc 0 W W if W C 9 .4 LLI 0 z z W z 0 �- W L) UI_ z W W CD 0 0 0' jr . cr:� L) R_ 0-0 Cn (0 CN �L C14 E Ul) C.4 OD 2 C,4, P E :2 U-) (0 0 050C�C� q 2000CO 0 0 to - co 0) (n 0) 0 C4 LL LL 0) z LLJ 2 LLI 0 q- 0 + <ZO 0-:1-i Lu W-jo _j U) �_Q() FL 0 ()o - 0 �- LLJ U) X C4 0 _Wz won Zo LLJ (6 OLL XLL0 z CD 0 �: 11- CD —j M U!L kci) 0-00 a a) Lc-, W (n W Iwo< j) < 0 __j WULL L _�_ it-= L eTROJECT NO. 020-207 DRAWING NO. RD-317 83 C . I 31 > W z C8 4--1 C-4 call ko 0 L 0 E t 0 wo 4-0 CY 0 M COPYRIGHT C) 2007 -1 STANTEC DRAWING ALTERATION rr 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LIICENSff WHO ALTM THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND T14E NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC LDESCRIPTION OF THE ALTERATIONS. NOTES: 1. REFER TO DWG. GN-106 FOR 2. STATION OFFSETS ARE FROM 3. REFER TO UTILITY PLANS FOR 4. REFER TO LANDSCAPE PLANS HORIZONTAL CURVE INFORMATION. CENTERLINE UNLESS NOTED. RELOCATIONS. FOR MEDIAN TREATMENT. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. MEDIAN FLOWLINE PR)FILE — 51A. s U+Ud.bti IU tiIIA. s b/+UU XI- 711011al i qi�w L-0 NMI a 67 KEY MAP SCALE: 1"=1000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 0 20 40 HORIZ. SCALE IN FEET I 0 Wj 0 ID 1 0 C4 10 M 4— Q� 0 0 L z L) C1 0 W a) Ix C LL LAJ 0 or 3c 0 z 4- 3C CC w =LnT ro-) Uj 4 C3 W U W VI cr Cr -d 0 Of W Ld L'i (3 z .4 LLI E5 z z z 9 z Cr W — x >- 0 0 o- LLJ o- LLI 00 >- �U I-- UI.- z < LLI W n � (f) 3C Cr L�L, Coi 0 0 < < C; ki', �V) V) 0 0 (x 0: CL C� a. C; PR cr) 0 CID C14 04 E 0 c%i 0 CID 2 DO c04 m E 'a L0(9 8 ZO 1 04 - C%I 00 0 CO a) 0) 04 LL LL L I S-6 z W 2 W 0 a. 0 L0 Nt <ZO < ozi-i W �- W-jo _j 0 L EL 0 0 L 0 0 WI.—U) HWC%4 a -WZ 0 Zi 2 W (6 + OLL—j 1 4z WLLO j CY) C,) 0-00 cy) Ca o- L L) C� Lj 0 < LL 0 Of LL U) a. Lu LL 0- Is PROJECT NO. 020-207 DRAWING NO. RD-318 84 C . 1 z 0 r= L o" r 3 kol LLI CY qD cn Lo cr 0 V) 0 L z u CL LLI 0 cr c LL LLJ 0— x 3r 0 4- cr W =Lq- rn w :3 kn IA u w in u cr .4 11 0 ir cc w w w z z z < w mz >- 0 0 Ld Go >- w U�- w z < Q U) L'i Of C%.i 0 0 4 '411 cr 0-6 Ix (L e-� u tn — 04 ELD C-4 00 0 (D 2 c*4, E 0) W) co 0 75 0 - c� 0 04 co d CO -,t (D '5.a 60 cl E r.- r� u)oo)o) NLL�-LL z w 2 w 0 0 <Zo 0 Z:i -i W-jo �-Qu ou - W�-U) 0-irz U)O-j LL LL 0 0 L) w < 0 WOLL PROJECT NO. 020-207 DRAWNG NO. RD-319 w W _j cl) FL 0 0 �- W C-4 ,a. v7 AW CD it � az + cr) Wo< i �- LL C/) L 284 .2 >1 z 0 E , 4' 0' C'O -Mob E >0 -% U ro" - W '0 "0 " �,4 Lm 0 C 13r.1 4 j DISTANCE VARIES 1 2.00' 0 LIJ 0 LLI 9 Cr 0 LIJ U Cn M 0 P: CL V) CL Of LLj STA. 61+89.29 TO STA. 68+23.37 SCHAFER PRIVATE PROPERTY, FENCE WILL BE LOCATED 6* OUTSIDE R.O.W. LINE DISTANCE VARIES 2.00' 0 U- 0 M UJI (n 0 0 Q- 0 W - Q- 10' CONCRETE TRAIL (STA. 47+74.53 TO STA. 52+75) -7RENCE DWG DT-604 TRAIL DETAIL) 2.0% STA. 53+16.77 TO STA. 61+89.29 COPYRIGHT C) 2007 CONDICT PRIVATE PROPERTY, FENCE STANTEC WILL BE LOCATED AT R.O.W. UNE DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY CALL UTILITY NOTIFICATION PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, CENTER OF COLORADO PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT 1 w800=922=1 987 IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THIS BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT IS REQUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC VESCRPTION OF THE ALTERATIONS. 7.00' SIDEWALK 2.07o 21 TOPSOIL (TYP)\�//,\�//\; COMPACTED 4.00' STRIPED 9.00' BIKE LANE BUFFER ABC, CLASS DISTANCE VARIES 8.00' BIKE LANE 2.0% 41.50' -To�o STRIPED BUFFER 12.00' 9.50' -2.0%- PROJECT CENTERLINE 115' R.O.W 69.00' 34.50' 34.50' TEMPORARYPAVEMENT TO REMAIN 4.00' 9.00' STRIPED BIKE LANE 12.00' 12.00' 7.00' BUFFER DIST. 1 12.00' VARIES T.G. 670 3.18' 6 1/2- HBP 6 1/2' HBP (TEMP. PVMNT TO REMAIN) �+ t 2.0% A ---------- 1717 1 - ----- %iiii6i0 77 \X �Z M X '\//T\7/7\\//77/7, '6" ABC CLASS /> X X X N /. X/ X/1 U K�\OUTFALL CURB AND GUTTER (TYP.) ��////�X//�/TYPE 2 SECTION 113 TYPE 2 SECTIO 1B 4/,N�(�\�W\',��(REFERENCE DWG. DT-600 FOR C 0 /(REFERENCE D DT-600 FOR CITY OF FORT COLLINS STANDARD DETAIL) FORT COLLINS STANDARD DETAIL) L RAISED CONCRETE HARDSCAPE TYP) (MEDIAN :5 7 (REFERENCE DWG. DT-601/604 FOR DETAIL) EAST PROSPECT ROAQ CROSS SECTION - 1151 ROW STA. 62+27.59 TO STA. 63+33.21 MEDIAN VARIES STA. 63+33.21 TO STA. 65+46.51 HBP MEMBRANE & OVERLAY OF BRIDGE STRUCTURE (REFERENCE DWG. ST-218 FOR DETAIL) DISTANCE VARIES 2' TOPSOIL DISTANCE VARIES 4.00' STRIPED 9.00' BIKE LANE BUFFER 2.0% PROJECT CENTERLINE t 57.50 RAISED MEDIAN DETAIL (TYPICAL ONLY THROUGH BRIDGE SECTIO' REFERENCE DWG. ST-212 FOR DETAIL) 34.50' 12.00' 6 1/2' HBP TO CURB 9.50' 2.0�% 41.50' 4.00' STRIPED 8.00, 12.00' BUFFER BIKE LANE 2.0% EAST PROSPECT ROAD CROSS SECTION 115' ROW PROPOSED BRIDGE (POUDRE L-PATH) STA. 52+11.87 TO STA. 53+00.87 2 SECTION 1 B RENCE DWG. DT-600 FOR CITY C GOLLINS,-STANDARD /DETAILj/ 9.50' 8" TOPSOIL PROJECT CENTERLINE 9.50' T.G.L. 34.50' 12.00' 6 1/2' HBP t 20 HBP MEMBRANE OVERLAY OF BRIDGE STRUCTURE (REFERENCE DWG. ST-218 FOR DETAIL) 57.50' 4.00' STRIPED BUFFER 9.00' BIKE LANE 2.0% UU I I`AL1-A;U`K15 'Ar4U'rjU I ILK �!`Tl-.) TYPE 2 SECT10N 1 B �'(REFERENCE DWG. DT-600 FUK LAIT Uf- ',FORT, COLLINS, STANDARD,DETAIQ, 2' 10' CONCRETE DISTANCE VARIES MAII DISTANCE DISTANCE VARIES VARIES 2.00' 0 LAj L) 1:2 V) 0 (n 0 0 (REFERENCE DWG DT-604 0- CL 0 4:1 A41 0 OL CL FOR TRAIL DETAIL) NQIL. STA. 62+50 TO STA. 66+80 REFERENCE EROSION CONTROL & GRADING PLAN FOR SWALE IN THIS AREA. VOL. REFERENCE DWG. GN-104 FOR PAVEMENT THICKNESS REQUIREMENTS. 7.00' SIDEWALK DISTANCE VARIES -!- LON. 2.00% cn 0 CL 0 a_ PEDESTRIAN RAILING TYPICAL BOTH SIDES 10' CONCRETE TRAIL (STA. 52+75 TO STA. 60+83.80) DISTANCE VARIES 1 2.00' W (REFERENCE DWG DT-604 (n 0 CL 0 FOR TRAIL DETAIL) W cL 0 IL -3 LLJ M Ll- LAj (n 0 a_ 0 W a- EAST PROSPECT ROAD CROSS SECTION 115' ROW STA. 53+50 TO STA. 57+00 AND STA. 57+00 TO STA. 60+83 STA. 47+74.53 TO STA. 60+83.80 DRAWINGS OF RECORD REFERENCE EROSION CONTROL & GRADING PLAN These Drawings of Record have been prepared based upon FOR SWALE IN THIS AREA. OMEDIAN VARIES STA. 60+83.80 TO STA. 61+29.75 information submitted by the CONTRACTOR. While this FEET 0 5 10 20 FEET TRANSITION STA. 61+29.75 TO STA. 62+09.90 information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have SCALE IN FEET QMEDIAN VARIES STA. 62+09.90 TO STA. 62+27.59 been incorporated into this document as a result. j Teo < 0 0-1 0 z U CD W FA > L.L W CD Ln q- 1+1- I CJ I W a W W W a 0 z 41 W I I a z Z .4 WZ :E�� >- CD CC �- W � W Co >- CD U I-- Ui.- z < W C/) W Leo 39 of W � Ln 0 0 < cr < CN C14 E u) c-4 CID 2 ED C,,4, c5 E :02) d L? '9 8 C-4 04 - 20 00 00 Z 0 =- c,:, Cn 0) (n 0 C14 U- ILL. U) F- z UJI 2 W > 0 w CL 0 E4 <ZO 0 Zi-i W-jo 00 - uu�-U) O-CCK U)O-j OLL -j WLLO d.00 M0 <- 0 WOLL PROJECT NO. 020-207 DRAWING NO. GN-1 08 9 z 0) 0 W z VC _j < U. 0 wo FL t�= � C 284 AV CK) 60 z 04- 0' 4-� C< :3 0 � 110 4- Cg 'C' I - -0 ON 20 L In 0 C :3 z- CL STA. 39+19.45; 4.221T, ELEV.=4899.45 CL STA, 11+11*12; 0.74'LT; ELEV.= 4899.6 39+00 E4 r W W PT M 09 + I t.t0t W W CL STA. 39+19.46; --48gg- - T - T T - - - - - - - - - - - - - - - - - - - - tV. = .4U -- - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEDIAN #1 -WEST END SCALE: 1 "=5' CL STA. 46+30.98; 9.50TLT; ELEV.==4894.87 PCC STA. n46+46.54= CL STA. 46+46.66; 8.04'LT; ELEV.=4894.81 - - - - - - - - - - - - - - - - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T. . . . . . . . . T . . . . . . . . . . . . . . . . PT STA. n46+4 1 FIT STA. s46+49.54\ CL STA. 46+48.29; 6.08'LT; ELEV.= 4894. CL STZ--46+30.20 P,CC STA. s46+ I 2.50'LT; ELEV.="9j. I I CL STA. 46+46.6'-7; 0. IE I 4.1 1'LT; ELEV.=4895.04 Lt U -r i J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- PC STA, n47+ PT STA. n47+32.24= STA. n47+50.01 CL STA. 47+32.24; CL STA. 47+50; PC STA. s47+23.11 9.501T; ELEV.=4894.24 9.501T; ELEV.=4894.13 _wCL STA. 47+28.42; 6.WLT; �ELEV.=4894k---w W- -W W W W - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -z - - - - - - - - - -T ML; Z)IA. S4/+Zt$.ZU= CL STA. 47+30.30; 2.12'LT; ELEV.=4894.48 62+00 CL STA. 62+09.88; 6'RT; ELEV.=4891.42 COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACT14G UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. Lei, -T T T T CL STA. 47+50; 6.09'RT, ELEV.=4894.20 MEDIAN 12-WEST END SCALE: 1 "=5' T T FIT STA. s47+74.53= CL STA. 47+74.53; 9.50'RT, ELEV.=4893.98 PCC STA. n62+11.42= STA. n62+27.59= CL STA. 62+11.52; CL STA. 62+27.78; 4.04'RT; ELEV.=4891.54 2.50'RT; ELEV.=4891.60 3AS -GAS --------- =::�GAS QAS�(-IAS� .......... .... ............ ...... . . . . . . . . . . . . . . . . . . . . . .. .. ........ .......... .. . . . . . . . . . . . . . . . . . . ruL, z, I A. soz* 1 1.,4 1 = CL STA. 62+11.50; 7.96'RT; ELEV.=4891.31 STA. s62+27.78= CL STA. 62+27.59; 9.50'RT; ELEV.=4891.36 MEDIAN #3-WEST END SCALE: 1 "=5' MEDIAN #1 - EAST END SCALE: 1 "=5' DMWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. - - - - 11 -W W W PC STA. n60+83.81 STA. n6l+00.10= CL STA. 60+83.80; CL STA. 61+00.; 9.501T, ELEV.=4891.01 8.031T, ELEV.=4891.01 --T T T T T - KC STA. n6l+29.83= E ES - - - - - - - - - - - - - - - - - - - - ;k-4��'�E 2.121T, ELEV.=4891.19 OHE H OHE ------------- TELEPHONE B , D4-ST- 'A. I - GAS GAS 61+00 GAS GAS GAS 9.50'RT, ELEV.=4890.98 MEDIAN #2- EAST END SCALE: 1 "=5' -E STA. n67+50.38= T -- CL STA:--67+W,- 9.50 LT,-E[EV-=-48 0.77'LT; ELEV.=4892.43 DHE� CL STA. 61+25.88; 9.50'RT, ELEV.=4890.96 T PT STA. n6l+35.09= X�T - STA - s61+31 15 L STA. 61+29.75-.OHE 6.57 RT,-na =-Qgr.i7- & S- GAS- G� - - - - - - - - - - - - - - - - - - - - PC STA. n67+59.60= -E ---+a --STA-.-67+59�2��E E 9.49'LT; ELEV.=4892.29 T-----7t2'-�TE1LN x-N -------------------------- -T --I:PCIA. s67+59.74= 67+Dy CL STA. 67+59.39; MEDIAN 13- EAST END SCALE: 1 "=5' U 1 4 r R. SEC. 20 T714 R68W M COR., SEC. 21 NORTH 1/4 SEC. 21 PECT,.ROAD NE COMR., 21, T7N. R68W I= Of n -1 ? tg KEY MAP SCALE: 1"=1000' .WIIIIII NMI �-11 6, 1 0 �.-x CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 5 10 HORIZ. �-M SCALE IN FEET Ln I- 0 cc cr W LLI W 0 CD it LLI 11 z z z - xz - >- CD CC LLJ I- Ld CO 0 LLI I-- UI.- Ld z W � (/) � L/) Ln 0 x 0 cr W:i L) a- ci O� r� 0 vI CV) C14 04 E 10 cj CID 2 0', c,4, A E :2 (j L? 19 8 L) 04 C'0' 6 2 DO C -.t :5 02 && CCO M,. 0 IE 0)010 a. L) 0) 75 Cd �� I CN LL F- LL 3. z LLJ 0 0 <ZO M -i -jo 0 LLJ a- CQ 0 -1 OLL-j WLLO 0-00 W 0 < 0 W5LL Of) z W Z < Ww PROJECT NO. 020-207 DRAWING NO. RD-319A 85A C a I 264 V, 0 C& L 0 E I L C< (all W r= 0 com a �'; -0 N, 0 L,n 0 kol SOUTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING T1 19*56'09* 103.60' 36.05' 35.87' N80'49'20"E T2 20435'00" 495.83' 178.13' 177.71' N 79* 11 '52"E T3 OT54'41" 495.00' 68.35' 68.29' S86*02'40"E T 23'29" 505.00' 1 47.52' 1 47.50' L S84-47'04'E T5 02731'12" 1005.00' 44.20' 44.20' S88-44'24"E T6 15035'19" 495.00' 134.68' 134.26' S82-12'21"E T7 15* 12'46" 105.00' 27.88' 27.80' S82'01'04"E NOTES: I. REFERENCE DWG. DT-604 FOR CONCRETE TRAIL DETAIL (TYP. DWGS. RD-320,321,322,323) 2. TRAIL CONCRETE TO BE 8* THICK FOR 5' BEYOND EDGE OF DRIVEWAYS. ADDITIONAL CONCRETE WILL BE INCIDENTAL TO TRAIL CONSTRUCTION. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. P.W. STA = 13+50 4930 P.W. ELEV = 4904.00 49301 A.D. -2.70 P.W. STA = 15+00 4925 4925 K 37.04 P.W. ELEV = 4898.25 4920, 100 vc A.D. A K = 2.70 37.08 4920 49151 0 IQ 0 0 DID q 1 DO VC 4915 + CNI ---------- IrT0 - s 4 — 0) + 0 Ln to + CN Lh LO + r� 4910 + CIIII 4910 ---------- 00 CO W 4905 13% a: _j W 4905 49001 W >: ru _j a- _j Lo 4900 I., & + 4895 a= > Lo 4895 4890 LL GO Z .19% 4890 4885 4885 4880. 4880 4875 4875 'q DO r- LO N _t Cq 0 N 0 N 00 to .0 00 00 0 Do 000 1`0 CA 00 r- In LO r- OO(C) mo O'.t ' u 4870 4870 LO t6 In U`) C) In * K) (0 ri C) C4 00 00 0) LO aj r, 0) r�: CDC)) ED 0) LO LO 0) Mi LO (7) .00 Mi -t CI) 4 V) (7) r'i K) 0) 0) Ki Cq 0) C� C-4 CY) 0) C� 04 0) CY) C� 04 (7) 0) C� N CI) 0) . C4 C14 (3) 0) C� C14 CD (3) C4 C14 (7) 0) 04 C� (3) CD cl� C� (3) CD C� C� 0) C-4 (7) 0 (3) C) 0 a) 0 O)o 0 0) 0)0 0)0 0) 0) 0 0000 (7) 00 0) OD 0000 0300 0000 0) 00 DO 0) 00 00 It CY) 00 DO 0) OD Do 0000 0000 00 OD 00 00 00 00 14- 00 00 It 00 00 0001 CIO "t 0000 00 Aj- 't It 12+00 COPYRIGHT (E) 2007 STANTEC DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING LINDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REOURED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION '�ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC LDESCRIPTION OF THE ALTERATIONS. 13+00 14+00 15+0 16+00 17+00 18+00 19+00 —TRAIL PROFILE — STA. 11+50 TO STA. 25+25 20+00 21+00 22+00 23+00 ----------- KEY MAP SCALE: 1"=1000' 24+00 25+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 50 100 AORIZ. NFEMRMIM! SCALE IN FEET _0J Coll LD 0 Ld < in C/) 0 LIJ FI) Ct� > LL Ld CD 0-1 Cn 0 z Of �w Ln -q- In I "I :3 a: (D Ld W CD 9 .4 0 z z < LIJ W M9 >.:2 0 I- I— LLI 03 E U (i L) LLI LLI z w CD � U) �z Ln 0 0 a- ax J6 j,E k 1. ce) 0 CD N E 0 c-4 00 2 O'D P1 *5 E -0 - Z6 cD 0 50C�C� q 200C)CO D c CCU 0 = '�5 05 75 0) 01 - L) x C) ; a) CO NUL�_U_ e------------ 1*1 U.1 _j IZ z w 0 W > Od 0 _j 0 0 z 0 <ZO ozi-i ix-jo 1- 0 (-) L) z WI.- 0 a-wz N C00—i it 0 LL -j 3Z 0 0� U_ 0 2: 0-00 _j C) �- 1- 0— W co of L0_ W5LL PROJECT NO. 020-207 DRAWING NO. RD-320 86 C M I 284 KEY MAP SCALE: 1"=1000' 24+00 25+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 50 100 AORIZ. NFEMRMIM! SCALE IN FEET _0J Coll LD 0 Ld < in C/) 0 LIJ FI) Ct� > LL Ld CD 0-1 Cn 0 z Of �w Ln -q- In I "I :3 a: (D Ld W CD 9 .4 0 z z < LIJ W M9 >.:2 0 I- I— LLI 03 E U (i L) LLI LLI z w CD � U) �z Ln 0 0 a- ax J6 j,E k 1. ce) 0 CD N E 0 c-4 00 2 O'D P1 *5 E -0 - Z6 cD 0 50C�C� q 200C)CO D c CCU 0 = '�5 05 75 0) 01 - L) x C) ; a) CO NUL�_U_ e------------ 1*1 U.1 _j IZ z w 0 W > Od 0 _j 0 0 z 0 <ZO ozi-i ix-jo 1- 0 (-) L) z WI.- 0 a-wz N C00—i it 0 LL -j 3Z 0 0� U_ 0 2: 0-00 _j C) �- 1- 0— W co of L0_ W5LL PROJECT NO. 020-207 DRAWING NO. RD-320 86 C M I 284 IMMMMMMINIIII qW Z L 04 C CL cz, V L C C, z 4 Lp j, 0 E ID 0 > t a 0 +.0 C: C) 0 L 0 C :3 F% SOUTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING T8 20'38'02" 105.00' 37.81' 37.61' N81'09'45"E T9 20*38'1 Om 105.00' 37.82' 37.61' N81*09'48"E T10 24!09'07" 100.00' 42.15' 41.84' N79'24'19"E T1 1 118'25'59" 55.00' 113.69' 94.50' N53*27'15"W T12 19*55'44" 45.00' 15.65' 15.57' SO4! 1 2'07*E T13 92*52'05" 50.00' 81.04' 72.46' S60*36'02"E T14 09* 15'47" 250.00' 40.42' 40.37' S7735'49"W T15 09*14'56" 105.00' 16.95' 16.93' N86*51'10'E (CL STA. 53+63.22) END 6- THICK TRAI W1 18- TURNDOWN PLAN DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. Mile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. M-MMMMME. M-Mmmim. - R IN RMEW /-Olrvv COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ISEE WHO ALTERS THIS r IS REOURED BY LAW TO OR HER SEAL AND THE ALTERED BY' FOLLOWED R SIGNATURE AND SPECIFIC ON OF THE ALTERATIONS. L / -ruv L0_1_UU L�ItVU 3U+U1U 151 +UU 3z+uu .53+UU -TRAIL PROFILE - STA. 25+25 TO STA. 39+00 34+00 35+00 36+00 37+00 NE COR., KEY MAP SCALE: 1"=1000' 38+00 CALL UTILITY NOTIFICAT]ION CENTER OF COLORADO 1 =800=922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 50 100 HORIZ 0 5 10 VERT. 39+00 k0'T-flC>O 1k) 0 0 0 cli M I E IV Lf) -a z C) � CD Ld cr 0 N C 0 V) LL 0 Lij CD .2 z 0 z �(p Ln -q- rr) 9 W :3 V) Cr U cr < 0 0 z z < z M Lij Cr W — >_ � 0 I- Ed— i— LLJ cc) (.) I__ LLI U�_ W z 0 �V) Lr) W L) 0- a_ C:i 0 Ln ce) CNI 04 E LO c-4 00 2 O'D c,4) R E 'D . 6OL919 08 04 04 00 (j 00 C) CD 0 = P, N_ 0 0) a) x C) (D 03 04 LL I-- LL R I U) z LLI 2 LLI 0 Ir a. 0 2 a Eu)l 4�1 0-Kis X-jo UZ) O-W q)0zi OLLd WLL a_00 Uj W Of 0 j U.1 6 LL F PROJECT NO. 020-207 DRAWING NO. RD-321 M W _j I—L 0 _j 0 z 0 C) z 0 N g cr- 0 SCALE IN FEET clal qq"o I CID C114 z 0 E > t 0000 q- 'ONO L m 0 z C :3 Z �:� --,- 11.11 1 . . 111-1� - I- I - I - I � 11 i � . � qll- 1�11��-,---' - -�1-111--.� I C IZZ C E-- C &Z C =1221011N ::E F- ri 'AM won 1 0 1111111111111110 *A 10 DINM�M N C:) 34.79, C:> MOM + -(CL STA. 71 Ilu CE--Clz i PC STA. 51+10.84, 28.52' RT LAj (CL STA. 71+20.55) rj SOUTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING T16 12003'25" 176.00' 37.04' 36.97' S8729'39*E - T17 Y32'03" 505.00' 119.29' 119.01, S83013'58"E - T18 -1 19055'02" 505.00' 175.55' 174.67' N80*02'29"E T19 OF5554" 495.00' 77.16' 1 77.09' N74!32'55"E T20 03-17'57" 505.00' 29.08' 29.08' N7721'54"E T21 13-23'14" 102.50' 23.95' 23.89' N82*24'32"E COPYRIGHT (C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCWTECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON T141S DOCUMENT IN ANY WAY, ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. -1 T17 PC ST7X:;4;4+�67.493 c& 111.33' RT (CL STA. 64+93.20) PT STA, 45+87.22, 122.30' RT (CL STA. 66+11.71) PLAN, 120.36' RT (CL STA. 66+87.14) C C C9 C PC +46.15 Fr STA. 48+38.22, 85.38' 87.97 RT (CL STA.'.68+6218) (CL STA. 68+54.79) '*d�' I PT STA.6+46.23, 43.52' RT (CL STA. 70+57.72) 49.46' RT (CL STA. DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stcntec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. NOW 1 4 C. 21 COR �Fr 213 T7N R68W MW COMP, SEC 21 1/4 C. RE COR., SEC 21, T7N., R EAST PROSPECT- ROAD z M V) n KEY MAP SCALE: 1"=1000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 =800=922al 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 0 50 100 I I HORIZ. ' MorNmr- I 0 5 10 VE RT. SCALE IN FEET W :3 0 W W W 0 z .4 z z Ld W CD I- ED LLJ C13 U W L) I.- Ld z LLJ 0 �V) � Ln 0 0 (r 411 U CID 04 CN E 0 C,4 CO 2 Q36 c,',4, cn E -0 - LO (9 0 60AC4 q Co OD C lc:) to = p r.- 0 o (1) cc C14 LL LL C0 z W 2 W 0 0: 0 <ZO 0 --1 -1 0�-jo 0 W I.- C/) a.wz q)0zi OLL-j WLLO 0-00 L) W <W z)- 0 LL PROJECT NO. 020-207 DRAWING NO. RD-322 88 W -i I-L 0 06 -j 0 of z 0 z 0 N 0 M W 2 cc L 0 (1) CIO O� z E V 'd I L 0 ot Ix 0 C1 z . E 0 ko 0 OD 4.0 co� 0 -0 L C Aw 0.42 1W Nj 74+"JM ----------- — -- — --------- b '-15530M.. ' 0�533 *08 Ain R11 196 PLAN SOUTH MEDIAN FLOWLINE CURVE TABLE FOR EAST PROSPECT ROAD CURVE DELTA RADIUS LENGTH CHORD BEARING T20 17-19-05' 49.00' 14.81' 12.93' N8(r29-01-E 9XV n lll�=I - �-Mm R; n$o mmim R; Mo MM RM, � M M Re ffle-1 Rffl�mm ism Re -Me 52+00 53+00 TRAIL PROFILE - STA. 52+00 TO STA. 53+ COPYRIGHT (C) 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHTECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCMTECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON T141S DOCUMENT IN ANY WAY. OF THE AL By .......... 0 or. A 7-717 d) Q C) OQ 0 0 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. KEY MAP SCALE: 1 "= 1000' CALL LITILITY NOTIFICATION CENTER OF COLORADO 1=800m9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 0 50 100 HORIZ. �?� 0 5 10 VERT. SCALE IN FEET < 0 > CD Cn CD z Cr 0 ILnlTlrr)'C\i —jol j 0 0 W 0 z 5 < z z z < z 2— Ld C� W �m 0 �- Ed- �- LLI CO u I-- W UI.- z L'j 0 V) Ln x a: Ir < U a- c� 0. a V) — CID C14 C14 E cv 2 'co c,4 E -0 (j U-) 8 z I C� - 20 00 Q '�ta .r- mOM Z� �� C:).; (D CC C14 LL F- LL U) z W 2 W 0 W a. 0 2 0 E09 <ZO 0.,:]—j W—jo W (L W- —Z C00-i OLL—j Of LLO (LOC) U W , cr W<50 OF LL "PROJECT NO. 020-207 DRAWING NO. RD-323 89 W 0 it 13- 06 -j 0 z 0 z 0 N OR z rc .40 C — 1 e7r. I z 0 V) E 010 '10 %_ 0 C) r W N 0 L m 0 C r6 OD 1 ri OD co W OD Do 00 00 10' TYPE R INLET 2 19 WITH CAP (REFERENCE - DWG. DT-609 FOR tD DETAIL) 0. 0, 51 6EEP, D50=9* TYPE L RIPRAP 10 r1DO Doo +1 1 3.0 1 0 co 40 V rri W AREA IN ct STA. 11+3_12 > CL STA. 49+40. 85 0 0 OFFSET: 62.35 L M I II (REFERENCE DWG. A L FES 1 10 DT-607 FOR DETAIL) STA.9+75.32 CIL STA.49+40.85 OFFSET:95.24 R STORM SYSTEM A PLAN 4905 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -------- - - WYOO - - - - - C4 0 - - - - - - - - - : : : 'Keq - 4900 C 4C4 - - "I DID - - - - X a) CID 0 00 - - lei IV) 4. C11 - - - - - - - - - - _+0 Ca0�' 00 - - - - - - - - - - - - - - - - - - - - - C - - - - - - - 'M PROPOS GRADE 4895 - - - - - - - - CAF BOX AT - - - - - - - - - - - - - - - - - - - - LU) I L� - - - j- LiKAUt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4890 . . . . . . - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -------------- :EXISTING- -YR la-�- - - - - - - -GROUND 4885 A 4N -- - - - -0:0.40% -V� �C� fctel) - - 51.6- 240 P: (QLA5S:I) - - - --- - - - - - - 4880 - - - - - - - - - - - - - - - - - - - - - - - - - - LREMO� PIPE - - MNSION & ARFA INO: - - - - - - FOR L -TIMATE 'CONDITION 4875 - - - - - - - - - - - - - - - - - - - - - - - - - ------ 8_LJ ----- ft EMIL: 4870 - - - - - - - --- - - - - - - - - - - - W C4W - - - - - - 10+00 11+00 STORM SYSTEM A PROFILE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible COPYRIGHT 0 2007 for its accuracy, nor for errors or omissions which may have STANTEC DRAWING ALTERATION been incorporated into this document as a result. IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT. CALL UTILITY NOTIFICATION PROFESSIONAL ENGINEER, LANDSCAPE ARCHTECT, OR LAND SURVEYOR TO CENTER OF COLORADO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WMO ALTERS THIS 1 =800=922ol 987 DOCUMENT 5 REOURED BY LAW TO CALL 2 BUSINESS DAYS IN AOVANGE AFFIX HS OR HER SEAL AND THE BEFORE YOU DIG, GRADE, OR EXCAVATE NOTATION "ALIEARTEUDRBYANFOLLOWED By FOR THE MARKING OF UNDERGROUND WS OR HER SIGN E D SPECIFIC MEMBER LMLITIES. DESCRIPTION OF THE ALTERATIONS. i STORM SYSTEM 9-1 PLAN t4.34 -L.F. - 6 2.004 21 � 9CP 'CLASS 0) 10+00 NOTE: 1. UTUTY LOCATIONS AND DEPTHS ARE APPROXIMATE, TO BE CONFIRMED IN FINAL DESIGN. 2. C04TERUNE STATIONS AND OFFSETS SHOWN ARE TAKEN FROM ROADWAY CENTERUNE STATIONING TO FLOWUNE OF CURB AND GUTTER. 11+00 STORM SYSTEM B-1 PROFILE STA. 10+00.00 CL STA. 43+76.67 OFFSET: 68.57 L FES STA. 10+34.82 CL STA. 43+75.62 OFFSET: 103.37 L an 12- DEEP, �1 Dm=60, TYPE YL RIPRAP INTERIM STORM SYSTEM C PLAN 0`00: - - - - - - - - 0 + 4905 _Z: - - - < - - - - - - - - - - - - - - - - -------------- 4900 ----------------- 4895 ROPOSED- 4GL- A fXISTING 4890 N'. GROUND- J 7 34.82 - Lf. - ---- 0 0.41D% : 18!' RORCP - - - -------- - - - - - ------ 4885 .......... - - - - - - - - - - - 4880 4875 4870 10+00 INTERIM STORM SYSTEM Q PROFILE KEY MAP SCALE: 1 "= 1000' 0 30 60 HORIZ. 0 5 10 I I VERT. 1 � WIIIIIIIIII --� I SCALE IN FEET Tc>n in 0 0 0 0 C z U 0 0 LIJ — — V) LL CI Ld 0 0 (n — 0 = z M 3__ CC a) 0 - Of rn C\-j FEC) W W :3 L) W Ln cg L) Of 0 CID ir W W W 0 X 0 .4 z ly Q� 0 zz W_ < Z M_ Ld >_ >- I— LLJ �- LL1 co 0 U i— W L) W z rr) Ir —j 0 M 0- 0 Of a_ 0 Q fA (0 04 E0,00 2 26 N,) 'c,) E u;) 8 C.4 CC'04 05 C) C) C ) x C:� CU C14 UL F_ UL U) z W 2 W 0 Ix (L 0 2 0 E4 <ZO 0__j _j X-jo 0 Lu C/) L z co 0 -1 OLL-j XLL0 0_00 L) < 0 0- W 5 LL PROJECT NO. 020-207 DRAWING NO. CS-400 151 W _j LL 0 W (L z z :5 (L W W z < C' wo 284 Nw �5 I " CO z ix 0 i &MMEEMif r- 0 C E coo 0 0 L W 'to ICE-- CE-- CE—_ crz__ rr STAL 10+00 CL STA. 60+09.53 OFFSET: 137.06 R EZ C E__ 1 J�� "V A I . v , STORM SYSTLM Q PLAN PLUG PIPE STA 17+92.04 CIL STA. 66+83.00 OFFSET. 42.19 L - CE t� SCALE IN FEET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - -- - - - - - - - - - - - -- -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - : - - - -- -- - - - - - -- - - - - - - - - - - - ' : : _. -_ - - - : -- - - - - - - - - - - -- -- - - - - - - - - - - - - - - - 4900 in to ------ -------------------- ------- ------- - - - - - - - - - - - - - - - - - - Do- - - - - - - - - - - - - - - - - 0- - - - - - — 4900 C> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Go g - - - - - - - - - - - - - - - - - - -- - 0000 iN,56, 9 , '!�g � - - P4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 06 '_q, C40 - - - - - - - - - - - - - - - - - - - - - - - Q - - - - 1-f! _Oa - - - - - - - - - - - - - - - - - - - - + C!� 5 Z - - - - - - - - - - - - - - - - - - - - - - - : C4- " T I - - - - - - - - - - - - - - ciuxco-z Co- - - '*� - - - - - - - - - - - - - : - - - - - - - - - - - - - - - Z+ IAj - - - - r� - 4895 ud� - - - - - - - - - - - - - - - (A - - - - - - - - - - - - - - - - - - - - - - - - -- 0 MCI - - - - - - - - - - - - - - - - : : - - - - - 0 : - - - - 22 4895 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RI �POSED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- sl� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . j G, - - - - - - - GWDE - - - - - - - - - - - - - - - - - - - - : : - - - - - - - - - - - - - - - - - : : - - _. - - - NG: - __ - - - - - - - - - - - - - - ' - - - - - - : - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . - - - - - - - - - . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .- - - GROUND rFR?Ul - - : : : : : - - - - - : : : - - - : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4890 +Bee - - - - - - - - - . . . . . . . . . . . . . . . . . . . - - . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : . - - - - - - - - - -- - - - - - - - - - - - . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - — 4890 - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - / - - - - - - - - - - - - - - - - - 4885 - - - - - - - - - - - - - - - - - - - - - - - - . . . . . - - - - 1110"R "GL N - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ROMED - - - - --- -_�GRADE - - - - - - - - - - - : : - - - - - - - - - - - - - - - - - - - - - - - - - - - X.� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4885 - - - - - - - - - - 6-796 L:F.: 0 - - - - - - - - - 120% 36": RGRCL1 - - - - - - - ------ QLAM 1) - I - - - - - - - - - - 7_73 "RMCP_T_0�AS§71Y 6 -- -- - - - - - : - - - - - - - - - - - - - - : : 3-32-.14 LF - - - - - - - - - - - - - - - - - - - - - - - - - - 4:0-20% - - - - - - - - - - - - - - - 30 - - - - RGRCP QCLAS5 9 - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - 86, L . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10:0.20% 417 E_ - RGRC R (CLASS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : - - - - - - 7 7 4880 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4880 - 1: — - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31.2B - - - - - - - X_ - - - - - - - -- - - - - - - - - - - - - - - - - - - - : : : -- - - - - - - : : - - - - - : : : : : : : : : : : : : - - - - - : : : : -- -- - - - - - - 16.91 - - - -- - - - - - - - - LF. - - - - - - - - - - - :PLUG- PIPE:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :a a.1 ix - - - - - - - - - - - - - - - - - - - - - - - - - - - '0 -0, Lrl 52% - - - - - - 4875 - - - - - - - - - 360'RCP-(( : LAM 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CP �CLASS jj) M - - : : : : —_ 4875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a: - - - - - — - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - �p Li z -- - - - - - - - - - - - - - - - - - - - - - - - - - - �z 01 0 : 'U" - - - - Q - - - - = - - - - - - - — ARM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - An - f.- - - - - - - 4870 Mr.15'r - - - - - - ---------------------- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - (D 0 10+00 COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER. LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT 6 REOUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION '-ALTERED BY' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC LDESCRIPTION OF THE ALTERATIONS. 11+00 12+00 DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. CALL UTILITY NOTIFICATIION CENTER OF COLORADO 1 400w922=1 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 13+00 14+00 STORM SYSTEM B PROFILE NOTE: 1. UTILITY LOCATIONS AND DEPTHS ARE APPROXIMATE, TO BE CONnRMED IN FINAL DE51GN. 2. CENTERLINE STATIONS AND OFFSETS SHOWN ARE TAKEN FROM ROADWAY CENTERLINE STATIONING TO FLOWUNE OF CURB AND GUTTER. 15+00 16+00 17+00 &�CORSEC. 1 �,WWW� KEY MAP SCALE: 1 "= 1000' 18+00 T '� DO] 0 0 Ld < C: 0 > 0 E 0 CD z C—) LD LLJ V) LL a) Ld 0 12� 00 0 'C' C1. r-q (n �j4 L) -acc% 2� Cr W U W (n L) CD LO W W W a z .4 0 z Of er z 4 z Ld (D W z M — � �> I e LLJ I— Ld ca 0 L3 L) z W In W LLI 71 31 if ir cr 0: L) CV) 0 CD C14 C14 E In c-4 GO 0 CD 2 c 6 co'4) F) E 'a - U-) (D 0 750C�C� q MC)OCIOD 0 Z E :).Gbo B 0 = P.- 1'- 0 6500)CO - 0) (-) -. -r .. :' x tu C14 U. Ik_ U. 0) z Lu 2 UJI 0 W 0- 0 UJI _j I-L E4 0 <ZO on-i Of _j 0 0 r-) z 0 WI.-U) CL[tz z U) 0 Zi 0 25 OLL-j it a Of LLO 0-00 L L) 0- W W 0 n U)�: _f I WO < 0 t (J) �3. W5LL '7ROJECT NO. 020-207 DRAWNG NO. CS-401 91 C.1 284 Elm C4 Z E 0 L C 7 Lo j . G 0 0 -00C PC4) L 0 r N kol 112 1 E icc) COPYRIGHT C) 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT. OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED FOLLOWED BY - TU By;NI HIS OR HER SIGINA RE ) SPECIFIC ,!ESCRPTIDN OF THE ALTERATIONS. FAA w:NM ......... --- Do 61k it Z.; IN ME 19 W Ira I STORM SYSTEM D HEADWALL STA. 11+63.53 CL STA. 53+71.70�— OFFSET: 93.27 L r NAI M 401% Z IF tw.7 RNN TN # .0 W M 0 b% 06 '4 19 Nut 13911MLIJ 0 30 60 HORIZ. 0 5 10 VERT. SCALE IN FEET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 04 - - - - - - - - - - - - - - - - - - - - - - PIZ - - - - - - - - - - 4895 - - F 4895 - - - - L. 10 11 - - - - - - - - - - - - - - - - - - - CD45) - - - - - - - '0 - - - - - - - - - - _Z5 010 �� to DO 0 qjDO_ L —0 - - - - - - - - - - - - - - - - - - a 2 �io 4890 , : : : : - - - Das-Tm GROUND 1 -1 ------ 1 ---- LIJ zz —---- - . T : : : : : : : : Cc : : I;;!W : i6iAll IiOiC - - - - - - - - : ------ : : IiETE 4890 - - - - - - - - - - - - - - - :'to ME z e JOINT -FASTEIs PROTECT: HD ERS - - - - - - - - - )WALL: CONCRETE- TRAIL :PRoposm - - - - - - - - - - WITH ME M SOL : (SEE "M) - - - - - - - - - GRADE: - - - - - - - - - ---- - - RIPRAP - - - - : - 4885 :24' wirAw sEwm—, - - - -- - - 4885 -CONCRETE-9()'-IN- - - - - - - : - - - - - : : - - - - k�8- LF - - EACH I)IREMON PROM - - - - - - - : LTnUTY- CROSSING: - - 18- RUP-(CLASS 1) - - - - - - 4880 -SEE BETAII, SfIEET - -- - - - --- : : : : : : - - - - - - - - - - - - - - - - - - - - - - --- : - - - - - 4880 - -------- - - - - - - - - - ------ - - - ------------ - j: 4875 -GSBD tLEV M76'011 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4875 - - - - - >-. 76.5� LF 0- 0-.22% (L 1 eX-230 ELLIPTICAL - - - - - - - - - - z< RtP: (dA;S - - - - - - - - - - 4870 - - - - - - - - - - - - - - - - - 0 MR9 - - - - - - REM - - : : - : : -. : - -_ -_ -_ 4870 - - - - - - GW �C� - - - INTO- GOO= kopiAG: - - - - - - - FES - - - - - - - 4865 -- 'BOULDER DROP: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4865 CALL UnL[W NOTIFICATION CENTER OF COLORAW 1400m922=1987 CALL 2 BUSINESS DAYS IN ADVA14CE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 10+00 11+00 OFFSITE STORM SYSTEM D PROFILE 12+00 NOTES: 1. UTILITY LOCATIONS AND DEPTHS ARE APPROXIMATE, TO BE CONFIRMED IN FINAL DESIGN. 2. CENTERLINE STATIONS AND OFFSETS SHOWN ARE TAKEN FROM ROADWAY CENTERLINE STATIONING TO FLOWLINE OF CURB AND GUTTER. 3. CONTRACTOR SHALL ALLOW FOR 6" CONCRETE TRAIL THROUGH AREA OF CONCRETE ENCASEMENT OF SANITARY SEWER. 4. CONTRACTOR SHALL PLACE #4 BAR 0 12" EW 5' EACH SIDE OF CENTERLINE OF SANITARY SEWER. X" EXPANSION MATERIAL SHALL BE PLACED IN TRAIL AT EXTENT OF 10' REINFORCED TRAIL SECTION. 4895 - - - - - - - 4895 - - - - - - - - U00,03 -0 to t6 DO - - - ao 3: - - - - - 1.4 00-2 (000 - - - - - 4890 0 ;WZZ 0 ot::�eu: L) 4890 8 F:--- Ld 4885 4885 ---------- : : : : : : - - - - -------- --ZMTIU --CONOME 4880 - - - - - - -JOINT FASTENERS II_- 09= WEADWA 4880 -WITH :TYPE: M: SOIL - - - - - -RIPRAP - 0 4875 - - - - - - - .0 -bO: If 2 4875 - - - - - - - - - - - - - : - - - - - - - - - - - - - 8k - 4870 - - - - - - - - - - - - - - - - - - - 4870 4865 ---------- - - - - - - - 4865 10+50 OFFSITE STORM SYSTEM D-1 PROFILE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. I ke C ST PR SPEC -0 KEY MAP SCALE: 1 "= 1000' -IT TC>10 CM N Q> n_ C) Ct� V) CD z 0 LLJ lo V) 0� < > LL E W CD 0 cn CD 0 z — - X ry') cli 0 e :3 U W L) cr 0 .4 Q0 Of W W W CD CC CC Z Ld CD W > M z I— =:) I— LLI CO Z CD U.4 U I-- W W z W � _j �(A 0 0 .4 Cr . ni., - Mi 01 Ce) 0 CD C14 E u-) c,4 OD 2 8 Cq4, c") E :2dL?Q? 8 (D C-4 C" ODDO C:, 0 U CQ C) 4) 03 C%4 LL UL 01 ---- A% U) z LU W 2 _j LLJ LL > 0 0 00-0 0 z —cog z <ZO < 0 _:i _j 0 1.-0() LUAd- z 0 U)O—j z U) LL LU W_LL0 0-00 C) W of W LL cn� LL < 0 CL WULL PROJECT NO. 020-207 DRAWING NO. CS-402 92 ew) 264 lqr 0 CIO aw z z 0 E C�) L 4- a C 0 Z COO ,,C) W 0 CC3� 110, _W� 106 L W C Aw \ r FES STA. 1O+o0 Do CL STA. 56+79.151" OFFSFT: 108.03 R i'll OD Co. STORM SYSTEM E PLAN ((OFF -SITE BASIN 4) -11% . I I _._� CL STA. 56+79.15 OFFSEr: 45.92 L OFFSET: 41.93 L Cn -'a ........... TD - - - - - - - - - - - ------------------------------- : : : : : : : : : : : ... ......... * : :It) C*11 - - -- - - - - ........ , : : : : '. : .... . . . . . . . . . .................. no ............... .. .... - - - - - - -- 0 " 9!0'(>' Ma ........ te) OD4 ef .- ........ :5 C4 - - - - : ------------------------------- - jr) + C4 M4900 Z Ln . . . . . . . OD cn-t ............. ....... ...... .............. ................ . : -:: .............. LA.. in ....... 4895 ....... ................. ...... . ...... I ................. ............ ...... ....... .......... ..... ........ -::T-z ........ ........ ........ ........ .. ::::: ----------- ....... .................. . PROPOSED ------------------ ....... --------- .......... ------------ ------- - -------- ........ _:': _:': ................. 4890 :'':: ------ --------- \ ... ;/1 .......... --------- ......... ------------------ . ------- ------- ...... ......... ....... 1: .............. ........ A:: ......... ........ ........ ......... ................. OUND --- / --- 7 ......... .... ....... ......... ...... ... . .. : --- 4885 ---- ......... ------ ---:::::::. ..... ............ .:../ ........... ... --- ......... ------------------ ........ -------- --- / -------------- - ------- ........ 0 -0.410% --- 3 17 - F �*dl ... ........... .............. .... --------- Y --------- ... .. ............. .............. ---- ---- --- -- 7 ...... 4880 ........ ........ .... 101% .. . . ------ - -------- .. .. 14 ........ ........... _,4A, .. '1* .............. rl,n �P_ 1100�* : : . .............. _WL .......... ... ..... .............. 50%: .... - ........ -------- 24 -RCP -------------- ........ .. .... .................. ................... ........ .. . .......... : ...... ............. 4875 ........ ....... ......... ...... // ............ . ............. ................ --------- ---- ------------- ------- ---------------- ------------- - :::: ........... ................... ................ ---- ------------------ **''* -------------- : : -:: ............... 4870 ....... ................... --------- ---------- ....... * ................ ... --- . > . .................. ................. .. ........ .................. .................. ..... ..... ------- ---------- ------ ........ ........ .................. .. ...... 0 CL ........... -------- -- ............. 4865 . ------- ......... -------- ............. .. . . . ....... ........ . ........ 10+00 11+00 STORM SYSTEM E PROFILE DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, Stantec is not responsible 0 COPYRIGHT C) 2007 for its accuracy, nor for errors or omissions which may have STANTIEC been incorporated into this document as a result. DRAWING ALTERATION IT 6 A VIOLATION OF LAW FOR A14Y PERSON. UNLESS ACT14G LINDER THE DIRECTION OF LICENSED ARCHITECT. PROFESSIONAL ENGINEER. LANDSCAPE CALL UTILITY NOTIFICATION ARCHITECT, OR LAND SURVEYOR TO CENTER OF COLORADO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ART LICENSEE WHO ALTERS THIS 1 w800=9224 987 DOCUMENT IS REOUIRED BY LAW TO syl CALL 2 BUSINESS DAYS IN AUVANCE AFFIX HIS OR HER SEAL AND THE BEFORE YOU DIG, GRADE, OR EXCAVATE NOTATION "ALTERED BY' FOLLOWED FOR THE MARKING OF UNDERGROUND IRS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. MEMBER UTILMES. 111�1 A4 0 0 36' REMOVE EX 0 3*6' CMP 0 UW—a W, rMA STORM SYSTEM B-2 PLAN (OFF -SITE BASIN 1) .... ......... ... ....... . .. .............. ..... OD, r4 , , , F:,-i ----------- 0, 0: : ::: : " 4W ." . . . . . . . . . . .......... .. ...... 00 06 ..... ... C42 4- ........... .......... .. -�z - �D' , . ................ .... : * "t :z:3: : - " : - 0 -zt:::: -, - * * ......... ::: ..... ----------------- ................. .... ... V. (L - :::::::: .......... .................. .............. . .......... ................ ......... ................. ......... ........ ---------------- ----------------- ::: ---- ---------- ------- ----------------- ........... ------ ---- ....... ......... : ---- .... :::: ------ .... .... ::::: MADE:,:, : ----- ::::.* . ....... .... ..... ... ...... ........ .......... ................. ................ . . .. .... ....... .................. .................. ........... ISNG ......... --------- ....... ............... . .... . . . . . . . . . . .. 100-YR- . ... ...... ... ..... 11% :7 .. . Ir .... L ... .................. .................. ............... .... LF.- . ..... ....... .. ...... ....... . ....... ........... .. ...... .......... ....... .. ..... ..... ..... 15:54 - L4 ... ............ .. ............ ....... ....... ...... . .... ....... .... ......... ......... .... :18 ....... :RCI? ..... ..... ...... ...... ............ ............... ................. .................. .................. .................. ............. .................. ................ ............. ........... ..... ............ . - .... ------ ..... .......... ........... .......... .: ....... ....... .... F-: ..... Ity ..... I-- .................. ..... ..... ............ . ............ ............ .................. -------------- --- ::: ------------ ::::::::: ... ::z -D ..... :Q ..... ...... ...... : : : ........... ........... ..... ........... ............. Z:: 0 ... ........... ........... .. .. ------------ .......... ... .......... -04 to W - - 'CIJ ------- 10+00 11+00 STORM SYSTEM B-2 PROFILE NOTE 1. UTILITY LOCATIONS AND DEPTHS ARE APPROXIMATE. TO BE CONFIRMED IN FINAL DESIGN. 2. CENTERLINE STATIONS AND OFFSETS SHOWN ARE TAKEN FROM ROADWAY CENTERUNE STATIONING TO FLOWLINE OF CURB AND GUTTER. STORM SYSTEM F PLAN (OFF -SITE BASIN 5) 4 `�, (* I 7*14L, I -- ----------- 12+00 11+00 STORM SYSTEM F PROFILE KEY MAP SCALE: 1"=1000' 10+00 0 3 0 60 HORIZ. 0 5 10 VERT. �_M SCALE IN FEET 5 V) L) LO W W W z 0 < cr ff 0 z W z z < XZ Ld 0 �> I �- LLJ �- LLJ M M CD U I.- W UI.- W z rn �(A Ir a 0 < ir ir (r L) 04 I 04 E LO c-4 OD 2 85 c ',4) cn E 'a -LOCID 0 750C�C� q �ODOCO 0 0 C000)0) 0) L)... x 0 ; 4) DO N ILL ILL co I- z W 2 LU 0 0 0 C) <ZO 0 _3 _5 x-jo I- L) L) W 11. X Z mon 0 LL -j IxLL0 (L 0 L) I— W W< 5 20 0L PROJECT NO. 020-207 DRAWING NO. CS-403 93 W 0 It a. 0 z z :5 a. 2 Ir 0 z U) W U) 0 LL W LL 0 x III 13 I Z ao C3 Ov E 1 .4 10 0 Ou cr 0 0 'A E OL COD 0 50 "', C3 C, 0 1 -0 C'j 0 C L m 0 C D PW Ell qw co CIQ I CA DRAWINGS OF RECORD These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. ftile this information is believed to be reliable, Stantec is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. coo r i 48�87 388 189 go TtON� ----r A F"I"I Ir IT, (489 —(4892)� 3), 'EASEMIENT, 488867F 1 i Z 4 94)� 4pp 4 141195) Z:CE/4890 SILT FENCE PROPO E OF 7--7489 �(4892)� �O OPEN WATER SLOPE (TYP.) (4894)1— (4896) CE__C9 CE C& C& .Cj;; \OEGIN jRGJE.�L,.1. L 4 RIP —RAP ------- (49 9 V) I\ n U J.-I OHE E 7 Lk --- 98 ----------- 77- _96;15 2* �-4895,1890 V) -- --------- -- SIR 0 (18,96) 34+00 36 C:) —BORE I 0ELEV=4905.M' nk . ... I .. I ji� C*A 7 T nk _E E L 1001 7E milp GAS U _W, —CATV- --------- 1I_ A LLJ __j Ku C RrI C !461 EXI§ LI PROSOLUI� �OAD cr. C --0HE _7777 C r_ CIZ 4A� Cri CE---C_ CE C __j _,� — — 895)-1 _r t —(4887)— P POI§ED SILT FENCE (4885) 00 PROPOSED TOE OF s IIII0 C C 95) SLOPE (TYP �(489,3), CO WET POND TEMPORARY CONSTRUCTION S.; to EASEMENT coo, —(4884)— COPYRIGHT (D 2007 STANTEC DRAWING ALTERATION IT 5 A VIOLATION OF LAW FOR AW CALL LITIL11TY NOTIIFIICATION PERSOK UNLESS ACTING RCT"E DIRECTION OF LICENSED A= T , CENTER OF COLORADO PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT 1 mIBM922=1 987 IN ANY WAY. CALL 2 BUSINESS DAYS IN ADVANCE ANY LICENSEE WHO ALTERS THE BEFORE YOU DIG, GRADE, OR EXCAVATE DOCUMENT 6 REOUIRED BY LAW TO FOR THE MARKING OF UNDERGROUND AFFIX HIS OR HER SEAL AND THE MEMBER UTILITIES. NOTATION "ALTERED BY- FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. L 0 STRAW BALE INLET PROTECTION (REFERENCE DWG. DT-608 FOR DETAIL) SILT FENCE (REFERENCE CDOT M & S IN 34 x STANDARD M-208-1) 0 30 60 90 SCALE IN FEET 0I Cwn 0 0 I LU ,r III— N cli V) 0 z U 0 LL) C1 0 Of a > LI_ Of LLI 0 1 O� Lo LD 01 z — �0 Of -0 10 -< I "0 Un 1I rn IN-h �0 L3 Z z LLI I.- LLJ L) I.- UI- W W 0 x OIL IL Uj W :3 0 Mr C:) Of LJ cc Ne Go L) z W it cm W� ron 4 4 er . U M 0 co 04 �L 04 E 1.0 cj 0,.0 285c04 In E :2 (j LI 8 a) C14 C14 - 0 (D 0� 0 III ;C�) U)CIMS C)U'r-I 0..; CID M (%j LL 1_ LL C0 III— z LLI 2 UJI 0 <ZO on-i W-jo a.ixz U)0_1 OLL-j WLL0 Q-00 L) W , 0< 0 ir 3- LU 5 LL z :5 0- _j 0 z 0 0 z 0 U) 0 It W a Z W ePROJECT NO. 020-207 DRAWING NO. CS-404 1 LA 284