Loading...
HomeMy WebLinkAboutNORTH COLLEGE AVENUE AND EAST WILLOX LANE IMPROVEMENTS - Filed STRS-STREETS ENGINEER STAMP - 2010-12-2701 L 1 UTILITY PLANS FOR COLLEGE AVENUE / WILLOX LANE IMPROVEMENT'S PROJECT yC CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO MARCH 2010 LEGEND T EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE �T EXISTING OVERHEAD TELEPHONE LINE -OHT- PROPOSED OVERHEAD TELEPHONE LINE EXISTING FIBER OPTIC LINE FO PROPOSED FIBER OPTIC LINE ro EXISTING CABLE TV -CTv- PROPOSED CABLE TV EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE E E EXISTING OVERHEAD ELECTRIC LINE ONE PROPOSED OVERHEAD ELECTRIC LINE dE EXISTING GAS 0 PROPOSEDGAS ac EXISTING OVERHEAD UTILITY OHU PROPOSED OVERHEAD UTILITY S EXISTING SANITARY SEWER MAIN Ak PROPOSED SANITARY SEWER & MANHOLE O EXISTING MANHOLE W EXISTING WATER MAIN PROPOSED WATER LINE & VALVE= D4 EXISTING WATER VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT I• MINOR ]MISS EXISTING STORM SEWER PROPOSED STORM SEWER & MANHOLE EDEXISTING STORM SEWER INLET PROPOSED STORM INLET EXISTING FLOWLINE. CURB &GUTTER PROPOSED FLOWLINE CURB&GUTTER "' XX X XXXX— XXXx— ' x EXISTING CONCRETE PROPOSED CONCRETE EXISTING SPOT ELEVATION I-M, PROPOSED SPOT ELEVATION EXISTING MINOR CONTOUR ---xxx*-' PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT EXISTINGGUYWIRE 0-0-0 o-p PROPOSED LIGHT POLES EXISTING FENCE PROPOSED FENCE ❑ ❑ o- PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SWALE PROPOSED SANITARY SEWER SERVICE co W/CLEANOUT LIMITS OF DEVELOPMENT NATURAL AREAS BUFFER ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LF LINEAR FEET AE ACCESS EASEMENT LP LOW POINT ARV AIR RELEASE VALVE LT LEFT BOV BLOW OFF VALVE MH MANHOLE OHE OVERHEAD ELECTRIC BOW BOTTOM OF WALL OHT OVERHEAD TELEPHONE CL CENTERLINE OHU OVERHEAD UTILITY CMP CORRUGATED METAL PIPE PE PEDESTRIAN EASEMENT CO CLEAN OUT PC POINT OF CURVATURE DE DRAINAGE EASEMENT PCR POINT OF CURB RETURN E ELECTRIC PI POINT OF INTERSECTION PoE POSTAL EASEMENT EAE EMERGENCY ACCESS EASEMENT PT POINT OF TANGENCY EG EXISTING GROUND PVC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE EOA EDGE OF ASPHALT RD ROOF DRAIN EX EXISTING ROW RIGHT-OF-WAY ESMT EASEMENT RT RIGHT F FIRE LINE S SANITARY SEWER STA STATION FES FLARED END SECTION SO STORM DRAIN PIPE FF FINISHED FLOOR SDMH STORM DRAIN MANHOLE FG FINISHED GRADE SMH SANITARY SEWER MANHOLE FH FIRE HYDRANT T TELEPHONE FL FLOWLINE TB THRUST BLOCK FM FORCEMAIN TBC TOP BACK OF CURB TC TOP OF CONCRETE G GAS TF TOP OF FOUNDATION GB GRADE BREAK TW TOP OF WALL GV GATE VALVE TYP TYPICAL HOPE HIGH DENSITY POLYETHYLENE UE UTILITY EASEMENT HP HIGH POINT VCP VITRIFIED CLAY PIPE IE IRRIGATION EASEMENT VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY IRR IRRIGATION W WATERLINE VICINITY MAP SCALE: i " = i OOOT UTILITY CONTACTS: CITY OF FORT COLLINS 700 WOOD STREET FORT COLLINS, COLORADO 80522 WATER/WASTEWATER ROGER BUFFINGTON PH. 970.221.6854 STORMWATER LiLEN SCHLUETER PH. 970.224.6065 LIGHT & POWER JUSTIN FIELDS PH. 970.224.6150 BENCHMARKS NATURAL GAS XCEL ENERGY CONTACT: LEN HILDEBRAND PH. 970.225.7848 COMCAST CONTACT: DON KAPPERMAN PH. 970.567.0245 QWEST CONTACT: RICH STIVERSON PH. 970.377.6403 B.M.NUMBER NGS 42-0 1, ELEV.= 4984.08 DESCRIPTION: LOCATED AT THE SOUTHEAST CORNER OF A TRAFFIC MAST AT THE NORTHWEST CORNER OF THE INTERSECTION OF WILLOX AND COLLEGE AVE B.M.NUMBER V401 , ELEV.= 4974.64 DESCRIPTION: AT THE NORTHEAST CORNER OF THE INTERSECTION OF COLLEGE AVE. & BRISTLECONE DRIVE. INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 ................................ COVER SHEET 2 ................................ GENERAL NOTES 3 ................................ TYPICAL SECTIONS 4 ................................ RIGHT -OF --WAY MAP 5 ................................ HORIZONTAL CONTROL PLAN 6-7 ................................ EX UNDERGROUND UTILITY LOCATES 8-9 ................................ REMOVAL AND RELOCATE PLAN 10 ................................ REMOVAL AND RELOCATE PLAN-PEREZ/HAAS 1 1.12 ................................ COLLEGE FLOWLINE PLAN AND PROFILE 13 ................................ COLLEGE MEDIAN PLAN AND PROFILE 14 ................................ CONCRETE JOINTING & GRADING PLAN 15-16 ..................•••.......•••• WILLOX FLOWLINE PLAN AND PROFILE 17 ..................•••••.••.••..• WILLOX ISLAND PLAN & GRADING IS ................................ WILLOX ROUNDABOUT CONCRETE JOINTING PLAN 19 ..............................•. WILLOX ROUNDABOUT SURFACING PLAN 20 ..........••.......•.•........•. PEREZ/HAAS SITE PLAN 21.22 ...••••.•....•.•••••...•.•.••••• GRADING PLAN 23-24 ............•••••.......•••.•••• STORM SEWER PLAN AND PROFILE 24A • ...................••.......•.. GRAPE STREET WATERLINE 25.26 ................................ EROSION CONTROL PLAN 27.33 •••.••.•.••••.•.•........•....•. CROSS SECTIONS 34.43 • ............................... DETAILS 44,50 ................................ LANDSCAPE PLAN 51.53 ................................ LANDSCAPE DETAILS 54,58 ................................ IRRIGATION PLAN 5960 ................................ IRRIGATION DETAILS 61 ................................ SIGNING & STRIPING PLAN 62-65 ................................ PHASING PLAN ENGINEER INTERWEST CONSULTING GROUP 1218 W. ASH, SUITE C WINDSOR, COLORADO 80550 PH. 970.674.3300 CONTACT: MIKE OBERLANDER INDEMNIFICATION STATEMENT: SURVEYOR KING SURVEYORS 650 GARDEN DRIVE WINDSOR, COLORADO 80550 PH. 970.686.5011 CONTACT: STEVE LUND THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE, THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. 1218 W. Ash, Suite C Windsor, Colorado 60550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTER WEST C O N S U L T I N G G R O U P I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PUNS MERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE MATH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CITY OF FORT COLLINS, COLORADO PLAINS. CONDITIONS THAT I HAVE NOTED ON THESE U LI PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: Q I I f CITf ENGINE�1p►t}\, ��I�RE�7S 1 CHECKED BY:4��-n Vim: \ �4288 CHECKED BY: U z1Ar CHECKED BY: `rS70NAL CHECKED M. CHECKED BY: M STORMWATERR DATE ..RA1 S=-2-8- ( P V * RECREATION DATE T _ ram_ 5-;- 'REVISIONS: DATE. CITY OF FORT COLLINS, COLORADO CollDESIG ins SCALE: MPOOF NED Y: IDATE: DRAWN ES CHECKED BY: DATE: Fort APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT S"i T ENGINEERING DIVISION a" N A I 04 26 1 o I COVER SHEET 65 C1 - 299 r V IIIIIIIIIIIIIIIIEW31 39 1t i us ! A., REMOVE EX 4' PVC PIPE REMOVE 19 LF - 6' BARRIER CURB i CURB V) 3 3 3 3 -- L_/-_{-------------------- -----3 ----- 3------3 t yl------------------------------------i r"----.---- >K REMOVE SW 3 3 3 3 II Y�� � Al�i t y EX BUILDING I t " �y FINISHED FLOOR i t rC� REMOVE CONCRETE 4984.2 I Lor 1 - PEREZ w l I t� -r -rKI REMOVE LANDSCAPE PUNTER M/NOR SUB, N, `e (PEREZ PROPERTY) OCR - - - - - - " )\\ -6CII-J •�---------� I I I Ito t k REMOVE GROUND SIGN bC o / ^ \ > %� l u w ). I ��`( / I T"� REMOVE BENCH (2) I "T It t \ \ L - � � TT'Y� REMOVE SW I LIMITSU OF ASPHALT REMOVAL fe _ _ ____J S' t t \ \ I� �� `✓� YYY > Y I EX CURB TO REMAIN t .(�4 1�,L REMO �s � � i �� 1 _a s_ L VE BENCH i \\ PROTECT EX TREE i 1 t t EMOVE CURB i/ II G/ O II -- - -_ -- --------X----=X=----- - — E REMOVE ASPHALT II i wll PROTECT EX STRUCTURE REMOVE WOOD PARKING' SIGN t i ' t � w 1 it i I --II I F - - - - - --L� J I I � i I I I HAAS I I I L i I I II L--I i I II I II i II w w w w w SAWCUT 6 t �. I I I I II NL--------L x wl RESET FENCE 15' EAST TO NEW PROPERTY LINE x wl I� NI w w I� I W T T Tt a 4 T T ��_.q L0 T T T /1 4 C9 0 4 C 1 4. 4 4 4 4 -.--- --- - - - -.----- --- 1 -1 "EAST W/LLOXLANE --------------------------------------------- -------------- REMOVE 3 B EX TELE PE[ I i — RDS AND STEEL LIGHT POLE 4L TO BE RELOCATED BY QWEST J IB T AND SALVAGE ER EAST r"I u 10 5 0 10 20 SCALE: 1 " = 10' LEGEND FULL DEPTH PAVEMENT REMOVAL AREA OF PROFILE MILLING MILL TO EXISTING 8" CONCRETE AREA OF SIDEWALK REMOVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 Call 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. WORK TO BE COMPLETED BY CITY OF FORT COLLINS TRAFFIC DEPARTMENT. 2. WORK TO BE COMPLETED BY CITY OF FORT COLLINS LIGHT AND POWER. 3. WORK TO BE COMPLETED BY XCEL. 4. WORK TO BE COMPLETED BY COMCAST. 5. WORK TO BE COMPLETED BY TRANSPORT. 6. WORK TO BE COMPLETED BY QWEST. 7. WORK TO BE COMPLETED BY DEVELOPER. 8. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON THE REMAINING SHEETS. 1218 W. Ash, Suite C Windsor Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST■ CONSULTING GROUP CITY OF FORT COLLINS, COLORADO -�' UTIL TY P AN APPROVAL - - - - - - — — — — — — — — — — — — —— . --_ PREPARED UNDER THE DIRECT SUPERVISION OF - - - - - - - T - -' APPROVED: —'----------------------- CITY ENGINEER T T T T OAR �S CHECKED BY: OOP, WATER k WASTEWATER UTIUTY - o CHECKED BY:� n '4288 SA 7 MWQATER UnuTY I v ��� CHECKED BY: * T. "' PAR 3 RECREATION /OVAL`= CHECKED BY: . V TRAFFIC ENGINEER — CHECKED BY: _ DATE REVISIONS. DATE. CITY OF FORT COLLINS, COLORADOES DESIGNED BY: mpo(DRAWN BY -APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT 'I,10 Fort Collins SCALE: DATE: CHECKED BY: DATE: & RELOCATE PLAN-PEREZ HAAS OF REMOVAL ENGINEERING DIVISION M 1"=10' I 04 26 10 I 65 C1 - 299 0% I / TL4Z / JJ ,� ✓ \ 1----------- MATCH CURB I 1 \ 1------------�I STA:12+3Z25, 61.34' LT I I ✓ \\ \\ I SAWCUT LINE (TYP)� - I DOUBLE- TYPE 13 0 � � - r - COMB. It \ - - 1 MATCH CURB _ iSTA:11+85.17, 42.9r LT 4' MH I CORNERS WILL HAVE / i i SINGLE, TYPE COLORED SIDEWALK (TYP) � COMB. IN --1 LSEE SHEET 14 - - - _W'- E d I S•EW1�� SYSTEM A II~•.. c : STORM +' .y SYSTEM Al :. I, . ,.•!: i , . y''. :;^Oar,,. .+'•tom, -+ `� �•. � Wr­V MH z' vERncAL ce:c E (MODIFlED) 8" PAN E P LF O- ICKNESS -w LFL STA.A 10+47.79- -._ F1D FG F STA:10+47.79, 53.00 LIT FL -FL 56' LIMITS OF Ex 11+I00 CONC PAVEMENT PT RFL STA:10+46.32- FL-R 33' CL STA:10+46.3Z 42.00' RT - - - - _2' CONC CHANNEL k_ - 2' VERTICAL C3G J'' SIDEWALK CULVERT 1"(MODIFlED) 8" PAN j RFL STA:11+29.08 ,L*, it JJ�•,"J+» : A �; •ir t`"` •� �.iw .� 4 ♦ A r.6.1 +• ROW " 'Y SIGNAL PROP 1" CURB STOP :. • •+' I (BY CITY) METER PIT ON " ---- --- ',^= a . 71WP1?0VEA9E1 ON PEREZ ANOHAASSHOWN ON SHEET 20 E COF E . I I I I II r� kp I ♦� 4992 :!T-T, 4986 4983 4980 4992 4989 4986 4983 4980 I MATCH IX 1 MATCH IX /-STA:12+42.97, 61.3T LT II I PT STA: 14449.55, MATCH EX - 62.20' LT STA: 14+17.94, - - - SAWCUT LINE MATCH CURB STA:13+44,29, 55.94' LT - �(TYP) y IL ___ L_______� I F-+ MATCH CURB - 44_OB' LT PT STA:12+80.75, - - - 40.6r LT I �� - _ -'- - y - �`L' MATCH EX I I I STANDARD r VERTICAL CdtG STA:15+25.15, 21.W LT STANDARD r STA:15+03.42, 2t.CH LT III " IRRIGATION STUB VERTICAL CAC L36 I AND BALL VALVE f r` _ i1 III PROP 1-14" CURB STOPCH N R METER PIT SINGLE, TYPE 13 Cf/ 1 LL I COMB. INLET STORM !'. ' '','• SYSTEM A . ,. • • .. i 8' ' .:. , ' • ••" ': W IRRIGATION slue - i• ' - '. •.• .~ AND BALL VALVE ., IN-Olu A PT LFL STA. 12+40.24 L29B 1 00 r �•" i W E E E E'•' WE STA:11+60.17 5' TYPE.R INLET W W R INLET FO PC LFL- +�' FO FO FO Fp PC LFL 0 PT UFL STA:14+86.30 Fo - 2 - - L •>: �3 -i .�-a....-.�•..�„ 'r STA. 1,�i+9Z14 .f1 V 4" SCH 40 PVC DRAIN O 21i MIN. PROP CURB L - PT LFL srA 1z+az 20 CUT IX CONCRETE 1' EITHER SIDE S METER PoT PT LFL STA:14+61.17 FL -FL 3S W COLLEGE INSTALL 4" BELOW BOTTOM OF RECONNECT TO IX LINE W CONTROL LINE IX AND PROP CONCRETE 12t00 _ _ 1 00 74+DD try IWO- _ y Z COLLEGEAVE (US287) 1' OUTFALL C&G �) �(TYP) -N. --------------`----, PT RFL STA:14+51 098' RTj PC RFL STA:14+70.85, 8.5r RT _ PTRFL STA:11+99.16 -- _ ----�------`-----'-""'--'" -` PCC RFL STA:14+44.62 PT RFL STA:13+46.39 PT RFL STA:14+76.18, 9.50' RT L W W W fd PC RFL STA:73+30.07 i PC RFL STA:13+ 81 13+00 L520 -- -POROUS PAVEMENT 'l�• •..Y ..,... ..�` -I i-.--, `-. SYSTEM � _ 1 PROP ROW W IRRIGATION .3i IRRIGATION STUB -TAP, CURB STOP, _ AND BALL VALVE METER h TYPE K COPPER SERVICE POC FOR MEDIAN IRRIGATION I END CURB, MA I PT RFL STA:13+84.91, 27.82' I I COLLEGE AVENUE ' . •, y" O-__HYDRANT BY t .-. `axs• :. r .: i.' - -', .!'.""' DEVELOPMENT'"• . ••} • 0 •• r �� PROP ROW .""'''� .. W- ' •..•'' PC RFL STA:15+20.67, 9.W RT laPC RFL STA:14+16.16,�PT RFL STA:1s+z6.ao. &sr - 21.20' RT I END CURB, MATCH rg I RFL STA:14f14.61, 32.05' RT T I d i�, CONSTRUCT DRIVE 52 LF TO THE EAST SEE NORTH COLLEGE MARKET PLACE PLANS OR n n CD dm i s W a� I" N J a a� v (-��-I �I W _ < Ld PROPOSED FLOWUNE EXISTING GRADE I _ - i 1 j u~i W GRADE AT FLOWUNE I _ - N W- _ OL 4 a. __--- -- - - - - - .48 _, -_-- - II 5' TYPE I I II 5' TYPE 5' TYPE R INLET j R INLET R INLET 10+00 10+60 11+20 11+80 12+40 13+00 COLLEGE AVENUE - LEFT FLOWLINE 13+60 14+20 14+80 N m + OD Ui OD 1 J N N °Ivl' a W > 10 a (A PROPOSED FLOWLINE _ i g GRADE o r� cS----- 1~ E OL �_-- o_ W N J EXISTING GRADE AT FLOWUNE 10+00 10+60 11+20 11+80 12+40 13+00 13+60 COLLEGE AVENUE m RIGHT FLOWLINE CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION 14+20 14+80 O .F. U) ti~ N Z J U d O N W Z J U MPO I ES SCALE: DATE: CHECKED BY: DATE: 1 "=30' I 04/26/10 LINE TABLE LINE LENGTH BEARING L24 112.37 SOO'41'23"W L25 17.97 89-18'37-E L26 6.67 N8833'34"W L27B 6.50 SB ' '17"E L28 42.07 NOO'41' 3"E L29A 80.08 NOO'41'23"E L29B 31.19 S '41'23"W L30 1 109.94 1 S 3-46.34"W L31 23.81 N0346'34"E L32 19.35 N56'31'30"E L33 26.96 N00'25'40"E L34 48.46 SOO'41'23"W L35 13.73 S87-04.53"W L36 6.66 S '25' "W L37 8.56 90*OO'OO"E L38A 69.03 NO3-46.34" L38B 1 14.55 1 S03-46.34"W L39 57.26 1 NOO'41'23"E L40 28.59 S00'41'23"W L41 3.51 SOO'00'00"E L42A 60.00 NOO'41'23"E L42B 128.54 NOO'41'23"E L43 21.24 S2 '07'01"E L44 44.49 SO '41' "W L45 21.24 S21'29'48"W L46 1 52.52 NOO'41'2 " L47 140.33 NO2'35'56"E L48 136.52 S00'41'23"W L49 130.91 S0521'53"W L50 17.43 SOO'41'23"W L51 10.97 S89'44'46"E L52A 80.81 NOO'41'23"E L52B 106.56 NOO'41'23"E L52C 132.52 NOO'41'23"E L52D 1 89.93 NOO'41'23"E L53 21.24 S21 9'48"W L54 44.49 SOO'41'23"W L55 21.24 0*07101" L56 4.46 S89'44'55"E L57 12.26 S00'41'23"W L58 161.16 S01'13'10"E 2'-6" 6" 6" 4 1/2" 4 1/2" 1-1/2"R 1-1/2"R 6» F6" 2^ 2"R ° � 2"R ° � a W a 12" 8""J� ° a 6. ° °G °C a' COLLEGE AVENUE PRIVATE PARKING LOTS 2' VERTICAL CURB AND GUTTER 2' VERTICAL CURB AND GUTTER MODIFIED WITH 8" CUTTER PAN (2" INFLOW) (CDOT TYPE 2 SECTION IIB) (CDOT TYPE 2 SECTION IIB) (MODIFIED) N.T.S. N.T.S. 1'-6" 6" 4 1/2" 6" 2' 6" 1-1/2"R 1/2" 2"R� 6 2 VARIES ° OR TO EX. d °, 6" OR TO CONC. a d �p a EX CONCRETE ° 4 4 DOWEL TO EX CONC O 6' CENTERS (12"X#6 BAR) SEE M 609-1 COLLEGE AVENUE MEDIAN PRIVATE PARKING LOT 1' OUTFALL CURB AND GUTTER 2' CONCRETE CHANNEL (CDOT TYPE 2 SECTION IB) N.T.S. N.T.S. CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH C33 39.27 25.00 90-00.00" N4418'36"W 35.36 C34 8.11 5.00 92'53'20" N42'06'54"W 7.25 C35 8.15 5.00 9321'43" N4343'52"E 7.28 C36 23.81 24.71 'I " N2645'16"W 22.90 C37 7.89 5.00 90'24'33" 44'30'53"E 7.10 C38 39.09 25.00 89-35.27" N45 9'07"E 35.23 C39 10.77 200.00 3-05'11" S0213' "W 10.77 C40A 1 17.80 15.00 67'58'32" 1 N30'12'42"W 16.77 C408 13.69 7.00 112'01*28" N5947'18"E 11.61 C41 22.75 25.00 52'08'41" N29'50'55"E 21.98 C42 7.26 5.00 83'11'08* N41'09'54"W 6.64 C43 7.56 5.00 • '12" S43'45'16"W 6.86 C44 7.89 5.00 90' '40" S44'47'10"E 7.10 C45 37.62 25.00 6'1 " N46-53-17"E 34.17 C46 10.77 200.00 3-05'11" NO2-13'59"E 10.77 C47 25.81 15.00 9836' 1" N 6'47"W 22.75 C48 6.60 5.00 75-35.22" S '25"W 6.13 C49 6.38 5.00 73'09'39" S36',34',90"E 5.96 C50 25.92 15.00 99-00.32" N50`11'39" 22.81 C51 5.45 15.00 0'48'24" N09'42'49"W 5.42 C52 5.45 15.00 20*48*24" S09'42'49"E 5.42 C53 5.45 15.00 20*48*24" S11'05'35"W 5.42 C54 5.45 15.00 0' ' 4" N11'05'35"E 5.42 C55 1 16.66 1500.00 V 4' " S01' '40"W 16.66 C56 16.32 200.00 4'40'3 " S03'01'38"W 16.31 C57 16.32 200.00 4' 30" NO3'01'38"E 16.31 C58 38.65 25.00 88-34.51" S44'58'49"W 34.91 C59 39.46 25.00 9026.19" 4431'46"E 35.49 C60 5.45 15.00 20'48'24" S11*O ' 5"W 5.42 C61 5.45 15.00 20'48'24" N11'05' 5"E 5.42 C62 5.45 15.00 20'48'24" 1 N09'42'4 "W 5.42 C63 5.45 15.00 20'48'24" S09'42'49'E 5.42 C64 1 54.71 35.00 89-33'41" 1 S4528'14"W 49.31 C65 39.46 25.00 9026'19" S44'31'46"E 35.49 C66 16.66 500.00 1'54'33" 1 N00'15'53"W 16.66 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE NORTH COLLEGE MARKET PLACE UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. 4. ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEET 43) INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO a AN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF ��•.� APPROVED: `� r CITY ENGINEER DATE 0 R CHECKED BY: il,14 Q WA1 h WASTE R UnU DATE CALL UTILITY NOTIFICATION oo", • ••o 'D CENTER OF COLORADO ' 3 2�` CHECKED BY: TORIIwA "Ty 811 I ' D ; CHECKED BY: V.A. �. I A� �Ty PARKS k RECREATION DATE Q6 L 2-BUSINESS DAYS IN ADVANCE F •"'Y•.1.. •••• BEFORE YOU DIG, GRADE, OR EXCAVATE `SS/ONAL CTRAFFICHECKED BY: V.X. ENGINEER DATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: DATE COLLEGE/WILLOX IMPROVEMENTS PROJECT COLLEGE FLOWLINE PLAN AND PROFILE 11 OF 65 C1 - 299 0% I \\ \\ N ------- \ l l \ LEGENDS \ \ \\ -_ - - - - - \� / / HOLDINGS, LLC \\ \ \ \ STANDARD 2' VERTICAL C&G (TYP) �• ^ MATCH EX / / \ \ - - - - - rd \\ \\ \\ S! STA:15+97.20, 21.00' LT / - - �- - - - - -- PC \ \ \ LFL STA:16+97.98, 9.50' LT < \ \\ \ \ PC LFL STA:16+48.16, 1 PT LFL PT LFL STA:17+03.3, 8.52' LT ml�i \ &Sr LT STA:16+5&49, 9.50' LT PC A 7+231 PROP ROW LFL \ ST 1 8, 0 98' LT "• . v.' `.a 3. ,• It • ':: �..• •.8 ABUT WALK TO \\ ...M. ..': :.:kc r'r ri'.r. arm PT LFL STA:17+3Z29 , • EDGE OF PAVEMENT . BUS STOP E E 1✓+00 '�' \ \ G G 19+0� Fri W PT LFL STA:18+03. 6 PT LFL .F �. T • _. _ STA:16+2&31, 0.W LT 2' VERTICAL CAC PC LFL STA:17+84.81 PT LFL STA:18+01.47 - - - - PC LFL STTAA.• 15+43.75_ _ ,.. ,_, -FO Fo .,._� 1(MODIFIED) 8' PAN - -� T T T T \\ MATCH \\LFL STA:19+29.95 \\\ I PC LFL STA:16+22.96 - THICKNESS- - - - - - U) vI TRANSITION FROM 6• TO o" W ae FL -FL 33' - - CURB HEAD IN 8' \\ \\ W CURB LFL STA:18+75.65- \\ \\ LIMITS OF EX CL STA:18+75.31, 38.25' LT \\ \\ _ _ 17+ 18+00 CONC PAVEMENT \ \\ \\ 1' OUTFACE +06 C6:G r 1' OUTFALL ChG- -F _ _ _ 19+00 \` 4 \---\�- - 40�- Elp W PC RFL STA:15+45.&% 0,98' RT rt / �TROL\LINE \\\ \\ TRANSITION FROM 6" TO 0" JZ _ FL -Ft 47 �_� 4Y N. COLLEGEAVE (US287) \\ \CURB RFL IN 19+45.39- p PT RFL STA. 15+51.18 CURB HEAD IN 8' -. S TYPE R INLET - --"'--�--•-.-----..-.__�„--__...----- -__ PC RFL STA:17+85.89.__ ,-_---- - _-y-_-_----�/CL STA:19+43.97, 36.96' RT (CONNECT TO EX PIPE) r VERTICAL CSGr-UIFlED 8' PAN PCRFL STA:16+83.70 PT RFL STA:17+7&63 D)9CKNESSPT RFL STA:18+02. MATCH RFL STA:19+53.89 45ZC_- yw 4 v�`3 . ^ •'� ' *38+oo RIM INSTALL STANDARD 4 MH lF a �T�" _ -89.0 T v * a INW79.0 7. O 4 U) W Z J U ALL 3'X4' CONCRETE BOX 18" RCP INV-7&8 BOX INV I SEE DETAIL '39 I �\ I _ \ COLLEGE AVENUE � a a N to + W m p1 m C4 J In < OD Liem ma _ O < N w IM ` 1~A _N nm 4)w as pi > > aD IQ; - OD rn w 1 - 'RIO IM m OD _ _ - ++ OD PROPOSED FLOWLINE iU) w GRADE 1 _ - U) _ 28 - ___--_ __ EXISTING GRADE AT FLOWLINE 16+00 16+60 17+20 17+80 18+40 19+00 COLLEGE AVENUE - LEFT FLOWLINE 19+60 � n M 0 0 C ~ C4 +cI 8 + Of Of 8 CID n a N w N - S- ^ • � < 1I _ _ 0) V)w 001 PROPOSED FLOWLINE 1 M GRADE % _---- w ---- - / EXISTING GRADE - - AT FLOWUNE -- - ----- \__� I �\-5' TYPE / I R INLET I I I I 5' TYPE I I R INLET I I 16+00 16+60 17+20 17+80 18+40 19+00 COLLEGE AVENUE - RIGHT FLOWLINE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 19+60 4998 4995 4992 MI-E 4986 4995 4989 4986 4983 Fort Collins LINE TABLE LINE LENGTH BEARING L24 112.37 S00'41' 3'W L25 17.97 S89'18'37'E L26 6.67 N88'33'34"W L27B 6.50 S89'35'17'E L28 42.07 NOO'41'23'E L29A 80.08 N '41' 3'E L298 31.19 S00*411230w L30 1 109.94 1 S03'46' 4'W L31 23.81 NO3'46'34" L32 19.35 N56'31'30"E L33 26.96 NOO.25.40"E L34 40.46 S00'41'23"W L35 13.73 S87-04'53'W L36 6.66 S00'25'40"W L37 8.56 S90'00'00'E L38A 69.03 NO3'46'34"E L38B 14.55 '46' 4'W L39 57.26 '41' 'E L40 28.59 '41' "W L41 3.51 SOO'00'000E L42A 60.00 NOO'41'23"E L42B 128.54 NOO'41'23"E L43 21.24 S20'07'01"E L44 44.49 S00'41'23"W L45 21.24 1' ' "W L46 52.52 NOO'41' L47 140.33 N0235'560E L48 136.52 S00'41'23"W L49 130.91 S05'21'53"W L50 17.43 SOO'41'2 "W L51 10.97 S89'44'46"E L52A 80.81 NOO'41'23'E L52B 106.56 NOO'41'23'E L52C 132.52 NOO'41'23'E L52D 89.93 NOO'41'23'E L53 21.24 S21'29'48"W 44.49 SO '41'2"W 21.24 M 4.46 '44"E 12.26 S00'41' "W 161.16 S01*13'10"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH C33 39.27 25.00 90 '00" N44'18'36"W 35.36 C34 8.11 5.00 9 '53'20' N42'06'54"W 7.25 C35 8.15 5.00 93 1'43" N4343'52"E 7.28 C36 23.81 24.71 '1 " N 6'45'16"W 22.90 C37 7.89 5.00 90' 4' ,V '53"E 7.10 C38 39.09 25.00 89'35'27• N4 '07"E 35.23 C39 10.77 200.00 3'05'11' S 2'13'59"W 10.77 C40A 1 17.80 1 15.00 67'58'32" N30"12'4 "W 16.77 C40B 13.69 7.00 112'01'28" N59'47'18"E 11.61 C41 22.75 25.00 52'08'41' N29W'55"E 21.98 C42 7.26 5.00 83*11'08" N41'09'54"W 6.64 C43 7.56 5.00 86'3 '12" S43'45'16"W 6.86 C44 7.89 5.00 0' '40' S44'47'10"E 7.10 C45 37.62 25.00 'I " N48'53'17'E 34.17 C46 10.77 200.00 3*05'11" N '13'59"E 10.77 C47 25.81 15.00 9836'21" N48' 6'47"W 22.75 C48 6.60 5.00 7535'22' S38'28'25"W 6.13 C49 6.38 5.00 73'09'39' S36*34'50"E 5.96 C50 25.92 15.00 99'00'32' N50'11'39"E 22.81 C51 5.45 15.00 20'48'24" N09'42'49"W 5.42 C52 5.45 15.00 20' '24" S09'42'49"E 5.42 C53 5.45 15.00 4" S11'05'35"W 5.42 C54 5.45 15.00 4" N11'05'35'E 5.42 C55 16.66 500.00 1' 4' " S 1'38'40"W 16.66 C56 16.32 200.00 4' " S03'01'38"W 16.31 C57 16.32 2DO.00 4'40'3 " ND3'01'38"E 16.31 C58 38.65 25.00 88'34'51" 44'58'49"W 34.91 C59 39.46 25.00 90'26'19" S44'31'46"E 35.49 C60 5.45 15.00 '35"W 5.42 C61 5.45 15.00 ' 'E 5.42 C62 5.45 15.00 2'49'W 5.42 C63 5.45 15.005.42 W1'54'33"N00'15'5,3`W C64 54.71 35.0049.31 C65 39.46 25.0035.49 C66 16.66 500.005'53"W 16.66 IIED BY- I MPO SCALE: DATE: 111=30' ( 04 ES Ym PLAN SECTION 2'-6" 2'-6' 6" 6 "- 4 1/2' 4 1/2" 1-1/2"R 1-1/2'R 6" 2"R a r 6. 14" T a 12" C 6. a. L G G G Q a G COLLEGE AVENUE PRIVATE PARKING LOTS 2' VERTICAL CURB AND GUTTER 2' VERTICAL CURB AND GUTTER MODIFIED WITH 8" CUTTER PAN (2" INFLOW) (CDOT TYPE 2 SECTION IIB) (CDOT TYPE 2 SECTION IIB) (MODIFIED) N.T.S. N.T.S. 1'-6" 6" a 1/2" 1:14: 6" 2' 6" 1-1/2'R 1/2' 2"R� 12 ° VARIES OR TO EX. 4 a. 6" OR TO CONC. a d a EX CONCRETE a, ° d DOWEL TO EX CONC O 6' CENTERS (12"X#6 BAR) SEE M 609-1 COLLEGE AVENUE MEDIAN PRIVATE PARKING LOT 1' OUTFALL CURB AND GUTTER 2' CONCRETE CHANNEL (CDOT TYPE 2 SECTION IB) N.T.S. N.T.S. 9WER&-N41FS 1. GRATES SHALL BE 53x41' McMCHOLS GW GALVANIZED WELDED GRATING WITH 2X-xW BEARING BARS NOTCH FOR GRATE OPENING SHALL BE 3" VIDE BY 2-1/2- DEEP N TOP OF INLET. 2 ALL CONNECTIONS SHALL BE WATERTIGHT 14R9 12' as EAaV & av INE ROD? IRRIGATION BOX DETAIL (MODIFIED CDOT TYPE C INLET BOX) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE NORTH COLLEGE MARKET PLACE UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. 4. ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEET 43) 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY FORT COLLINS, COLORADO TILITY P AN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF (' APPROVED EE i ENGINEER APO�.REG%S CHECKED BY: W- titi�( 'V CHECKED CHECKED CHECKED BY: 14 d- 1RA C ENGINEER CHECKED BY: APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT SH12 CHECKED BY: (DATE: COLLEGE FLOWLINE PLAN AND PROFILE OF 65 C1 - 299 PC LFL STA 10+35.55- EL-84.64 $ r MII 4995 4992 4989 4986 4983 4980 4995 4992 4989 4986 4983 4980 10+80 11+40 12+00 RIGHT MEDIAN I FLOWLINE PROFILE PC RFL STA 10+36.65 EL-64.66 ►L1 nlnu 1willIIIIII� � _ � �4�■���'-IIIIIII �� IIIIIII 1111111 • , ,. '' �� • • • • • u , a a so • 172 a �� /Imm - 1111111111 - - a •. IN WIN III ME M. �= C $ O1 fO $ + $ + 1 v �i °' I j CO ro 1 < a m a o'1 < + > r OD + $ 1 In W $ ro n OD p n a M e 1 1 r w n ptp M a 1 1 in p W $ M) p + wi M •D 1 1 M N N N F W w aN > } a N OD N w 't II ; < W > F W N w 1.44 } •� rA S + < 1 w F' < < w r w rn w ---- _ F 1 r w w N N- _ ,� 1 < N W - -- rn w > > _ 1 1 < 1 N w > PR OSED N w In w > > > FLOWLINE - - - - - - g-- 0 7- X 4 - - - - - - EXISTING GROUND 10+80 11+40 12+00 LEFT MEDIAN 1 FLOWLINE PROFILE 12+60 13+20 13+80 14+40 15+OU YI•S71.1 Il•7.T4J 15+CU 00 ^ a $ + M N a � $ b pj ° < b pp m ,+o a N N II p 'g + 0, v N N N <> In p O 00 t N > W U) In W > �Np a N > In IrA S W O 17 1L6 ,Q + M CD W < N N J W W a > a > aIL > N p 1A N + N + M 00 N < < B N W �'>I N 1 - p m IA r 8 + Q N W C4 OD ` H J 41 w to J a g 4 1 -_---- �i a N< N T r U) w •t < O< a + l < h N w r m w- In w - _ _ 1.68x 1 N r w In 1 w r U) w PR OSED 1 - - - -- y FLOWLINE 1.06% - - - - - g GR DE __-- 0.66% - - - 0.38% 0.281 ---- -- ---------EXISTING - -- - ---------- �- -------�-- ---- ROUND 12+60 13+20 13+80 14+40 15+UU 1D+OU I O+LV 1 O+OV 4995 5001 4992 4998 4986 4992 4983 4989 N $C4v + aO1i $ o rn a $ N M 0 < < j (n w N N N U) , w W y g PROPOSE)In g FLOWLINE GRADE EXISTING GROUND CURVE TABLE CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH MC27 4.99 1.80 3.54 MC28 10.40 50.00 10.38 MC29 26.00 101.00 25.92 MC30 12.61 49.00 - 1' 12.58 MC31 9.42 3.00 6.00 MC32 26.30 101.00 .1' 25.92 MC33 12.61 49.001 49 NOII 01 W I12.58 MC34 8.05 50.00 8.04 MC35 7. 85 5.00 7.07 MC36 6.28 2.00 4.00 MC37 18.73 1 5 00 ' 15.87 MC38 11.15 10.00 63'S3'46" N3115'30"W 10.58 MC39 7.85 5.00 90.00'00" N45'41'23"E 7.07 4998 UNE TABLE LINE LENGTH BEARING ML4 2.38 MI-5 265.00 ML6 27.73 N14'03'28"W ML7 296.36 N00'41'23"E ML8 60.00 O'41'23"W ML9 27.73 S14'03'26"E MLIO 504.38 S00'41'23"W ML11 1.55 S09'54'31"W ML12 8.00 SB918'37" ML13 77.65 S00'41'23"W ML14 50.20 N00'41'23"E ML15 5.00 N0041'23"E 4" EXPOSED AGGREGATE (SAN DIEGO BUFF) 4995 8" 4992 HARDSCAPE MEDIAN DETAIL NTS 4989 4980 4986 17+1a 17+40 4986 CALL UTILITY NOTIFICATION CENTER OF COLORADO LEFT MEDIAN 2 FLOWLINE PROFILE 811 09LL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4995 5001 4992 4998 4989 4995 4986 4992 4983 4980 4989 rA n M.I M1 C N •• M ^ m n pl 0)O oMi G w•p ~ IA + + rn rA N M t0 a n Ch r 1 rn w rn _ w N IA w g w < < W N N a > PROOSED FLOWtIONE > g g GRA E 1.16 1% 17 .64! EXISTING GROL IND 4998 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' 4995 VERTICAL SCALE: 1 " = 3' 4992 4989 1218 W. Ash, Suite C Windsor ,Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P 4986 4986 17+10 17+40 CITY OFF FORT COLLINS, COLORADO UTILITY P AN APPROVAL RIGHT MEDIAN 2 PREPARED UNDER THE DIRECT SUPERVISION OF 1 -/i-10 APPROVED: FLOWLINE PROFILE f CI ENGINEER DATE R G CHECKED BY: ArfY •,�" �� WA & WASTE W UTILItt DATE 00 . o • p CHECKED BY: L/R 34288 R'M �',•.MIrE DATE " • CHECKED BY: ,y •+,n� •.... /it y �o.: PARKS ! RECREATIONDATE \� ........ CHECKED BY: AL TRAFFIC TRAFFIC ENGINEER DATE CHECKED BY: REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: COLLEGE WILLOX IMPROVEMENTS PROJECT "SHEET CITY OF FORT COLLINS, COLORADO Fort Collins MPo Es SCALE: DATE: CHECKED BY- DATE: OF ENGINEERING DIVISION 1"=30' 04 2s 10 COLLEGE MEDIAN PLAN AND PROFILE 65 C1 - 299 a O� N M v f " MINI MART STANDARD 6" SIDEWALK P, U.D. d / d° / fob bb g1 1g * / ��• 11.0 0�6.0 0�12.0 0�`' 12.0 0�`12.0 -- --- o0 I . 0. , . . r - 4 4' i :m 4. 0 ab oo a , o° d a C 4 a �� oo G 4 d o0 0 I COO 12.0 0)`' 12.0 ° d' d � Q d 4 v STANDARD d' 6" SIDEWALK °' LOT I �. STREET NAME PANEL (TYP) PEREZ SEE DETAIL M/NOR SUB. 4Ad jZ11', o ° ,4 0 a ° COLORED 6" SIDEWALK ° 4' o COLORED 6" SIDEWALK SEE NOTE 3 " ° 11.5 °6,0 ap 12.0 d. Aa2:0 12. Q 12.0 12.0. 6.2' SEE NOTE 3 .. ad . a _ a o a ou° a r� d. d ' 44 44 d a. Aa . a �: 4 c d S 10 0S d g�v . N kti v S d�• 11.0 'a tr . ' 4 Qf d 8.0' o �'d O" <8.9 ti a a A 4' d MEDIAN NOSE TO BE POURED a. 4 0 4 ooa° v A. 4 INTEGRAL WITH CONCRETE. da A, •ttw 30 O d Mo v 4. TAPER PER DETAIL 801 d a s . 4 a a. ao 41 v �, d a d 4: d a d .4• a ..1fi .1V'D', a: 4 off~'do ... _ o a ci v d d . d lQ d a d d d a _ a' 4 d 4 d a• 1.60 a 4• ° 4 o.. d o d. d v 4 '4: v 'o d0 a a. Q ° a 4 • �` 410 'fV` . `0'" • • ' 'ti `• �' ` _YrQ +1T • @"�j • d a o d .v '6 , 4. a. 0 4. 4 aa d d A d 4 •. ci ® 4 4 d a a ° d [4. o a d a d 4 6 a• dN < 4 o ' 40A a �� 4 ° `L4) d•a 4° 4 Yl v V a 4 d d'" d 4 a d 4 a. a. ° a d, 'a COLORED CROSSWALK (TYP.) a N CD 0 a a 4 d d a. v ° '4 a d d ..d N d ' ° h� a 10 4� �;. 0� ad h� a 'h o 9� 4 4 %6 . h1 a d .. a v 4 a n a 4 a, d 4 a 4 a N ° do d 4 a a a o d o d ° 4 c CJ 4 ' dbd �hc ey'� a h0 v dqk ° �h dca lip.a° .�yryg� a d a a v. '4 .4 a 4 4. a v .4 4 d a 0a o CD N01ra d Nd d 44 4- ' AAQ.d 9 0 A 1• 11.0� try. d 11.39.6 d bt b 10.0 b�• ... N .4 .. d a a d 4 a 4 44 04 36 a o 000 coc ri v d' d d d. o ^ G 44 d .. 8279 .. v 4 4 d. ,' c n h a Q a o +., 4, a ., 4 da •e 4 a V p �Q Q a �� v �4> 4 v. d d 000° 4d d 4� �f4 °000 4 v STANDARD 7.2 44.0 0� 12.0 . 12.6 ° 0' `12.0 0� 8.0 d 0� 12.0 0� 12.0 01` 12.0 #6.7 :. d 6" SIDEWALK d . v a a d 4 a 4 e COLORED 6" SIDEWALK a oo ° d X: SEE NOTE 3 ° °o . , .4 d a A. ^ a v . O. ? oo 4 0 12.0 d 4 ° 6.0 12.0 12.0 8.0 12.0 41 3.7 12.0 12.3 4 " a 'd ' 4 4 4 4 LOT I WXLOX CROSSING P. U. D. STANDARD /-6" SIDEWALK d o d � a 4. EAST WILLOX LN, STANDARD 6" SIDEWALK - . a a COLORED 6" SIDEWALK SEE NOTE 3 I U • a. \ I \ Ia. I I ° \ °d Qd I I 4.o \ ad \\ W ° STANDARD / j I 1 6" SIDEWALI f /a l a I I I I I a I I I Ia a l \ as \ \ a � \ \ LOT I \ \ COUNTRY CLUB i CORNERS THIRD I � I 10 5 O 10 20 SCALE: 1 " = 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 SELL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTE* 1PAVEMENT SECTION FOR INTERSECTION IS 11" PCC ON 6" ABC. 2. PAVEMENT SHALL BE JOINTED PER CDOT STANDARDS. 3. COLORED 6" SIDEWALKS IN CORNERS SHALL BE SAN DIEGO BUFF. 4. JOINTS SHALL BE LAID OUT BY PROJECT SURVEYOR AND INSPECTED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. 5. CURB AND GUTTER AND ATTACHED WALK JOINTS SHALL MATCH PAVEMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWE_ST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO ,UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF � APPROVED: L' ENGINEER ATE G CHECKED BY: Ar,' W TER R A R u nu /DATE • o CHECKED EI I 288 S TER UTY DATE t O ; CHECKED BY: t ' PARKS 3 RECREATION DATE /ONAL CHECKED BY: TRAFFICvaENGINEER DATE CHECKED BY: REVISIONS: DATE. EET CITY OF FORT COLLINS, COLORADO DESIGMPOY. IDRAWNJDL APPROVED BY. COLLEGE/WILLOX IMPROVEMENTS PROJECT �SH14 Fort Collins SCALE: DATE: CHECKED BY: DATE: CONCRETE JOINTING & GRADING PLAN °F ENGINEERING DIVISION " 1"=10' I 04 26 1 o I 65 Cl - 299 0% !V 1 LOT 1 K-D PARK SUB. MATCH M EXISTING LFL STA:47+76.25, 29.31' LT ELEV-83.8 IPCR LFL STA.47+78.14 24.33' LT / PCR LFL - - � \ J ISTA:47+.58 - - - - - - - MATCH CURB LFL STA. 47+46.37- CM�G�47+46.40. -OflF - - - - - -�= 33.80 LTA jw jw aw owns �>. - S WEST WILLOX L_N. S --cl-- S -� -- - -I - 47I�-- 1- ---F� TW TW W W 0 W W 4990 4987 4954 4981 4978 4975 m1*191 4987 4954 4981 4978 4975 � -MATCH CURB RFL STA. 413+13.59 CL STA. 48+14.15. 27.41 RT- �" Y a wo >i - - - ,BEGIN PROP sw-/ MATCH EX SW- - r r.. \^ \�\U I •I LOT f WILLOX CROSSING P.U.D. I ii i I r' y PROP S' !J SYSTEM 1 �r 0__L a ATCH EX SW� PCR/MATCH CURB RFL STA. 49+54.03. 2&14' RT-- CL STA. 49+54.24, 59.94' RT/ WILLOX LANE IN Z J Z. ►] M o CD n gri _ Nan N +� M t- 0D O1 V ;w O/ W N S N r a+ 8 m < W < COLLEGE/WILLOX IA N m r N �' D_ N W INTERSECTION < �w w N I m + n t + o m to itw a.nJ = 0. Na: N ,�( in 8 om „N na �a 0_ m U N �� y W N < w N N +o N + a0 C to 0) } O nN n p N I� aD N p < a U)-- Uiw �� A < mm +aD �0; rGi _ a. ,100) '1.68X O.SOS n _ _ _ _ 1- to w < w N N W to w < J N N a J AAx - ' = w a.6 x -- - _ ' 0 5 x a EXISTING GRA E m _ - _ - > o: -_- n P 0 AT FLOWLINE rc a 22.0 _ '2.22X -` U a F ME LE _ .52 X qX It nm a DOUBLE TYPE a _GRAD 0 13 COMB. INLET - + m N A = ^ om N 0 a n _jN W H rn U a O F J W V) N + W p it N I_ a a a a 10' TYPE R INLET 46+60 47+20 47+80 48+40 49+00 49+60 50+20 50+50 WILLOX LANE - LEFT FFLOWLINE 51+40 5Z+6U SJ+ZU B1)+BU 8 w o 0 W N N m aD + n Om COLLEGE/WILLOX 0i N n N U) w INTERSECTION w m = Ncr 5 EXISTING GRADE w a < AT FLOWLINE a p N N m y m _ � -0.87X a� ajil-- --- \_ rc - - - - - - - - - - - ----- ------ 0. PROPOSED FLOWLIrm = a a _ _ - - - GRADE 46+60 47+20 47+80 48+40 49+00 49+60 50+20 50+8U WILLOX LANE • RIGHT FLOWLINE 51+4U SZtUU JZ+OU OJ+ZU JJ+OU U CURVE TABLE CURVE I LENGTH I RADIUS DELTA CHORD LENGTH C1 39.27 25.00 90'00'00" N45'00'00"E 35.36 C2 39.27 25.00 90-00'00" S45-00.00"E 35,36 C3 39.02 25.00 89*26'14" N45'24'30"E 35.18 C4 39.39 25.00 90-16-47" S4427'00"E 35.44 C5 39.34 25.00 90'09'23" N45'19'55"E 35.40 C6 39.20 25.00 g'5'37" 44'40' 5"E 35.31 C19 13.37 50.00 15'19*03" S81'52'59"E 13.33 220 39.20 25.00 89'5 ' " N4437'11"W 35.31 C21 62.78 40.00 56.53 LINE TABLE LINE LENGTH BEARING L10 4.40 N56'10'25"E L11 15.95 S44'11'09"E L12 13.63 S89' 9' 7"E L18 9.10 S77'08'36"W L19 12.71 N25'37'41"W L20 3.71 N26-15'37"E L21 31.56 S62'44'34"E L22 42.42 N66'08'17"E .3 20.03 S83'30'16"E 2'-6" 6" 4 1 /2" 1-1/2"R 2"R to a 4 N m c° ° e WILLOX LANE WEST OF STA 54+00 2' VERTICAL CURB AND GUTTER (COOT TYPE 2 SECTION IIB) N.T.S. 30 15 0 30 60 HORIZONTAL SCALE: I " = 30' VERTICAL SCALE: 1 IT = 3' NOTES: 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE SITE DEVELOPMENT UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEETS 41-43) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LAl I 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO TILT PL N APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF qj APPROVED: CITY ENGINEER DATE CHECKED BY: WA kWA STEA W UTILITY DATE v O � fry o CHECKED BY: WA u UTY t2- DATE 4288 .��L�1; �g CHECKED BY: ' A' L0 PARKS i RECREATION DATE ass/OVAL• ` CHECKED BY: �J' TRAFF CC EN(pN� DATE CHECKED BY: 'REVISIONS: DAT>=. CITY OF FORT COLLINS, COLORADO DESIGMPONED Y: IDRAWNES APPR°VED BY: Fort Collins COLLEGE/WILLOX IMPROVEMENTS EET PROJECT rSH15 ENGINEERING DIVISION SCALE: DATE. CHECKED BY. DATE. 1 " I 04 26 10 WILLOX FLOWLINE PLAN AND OF PROFILE-30' 65 ci - 299 a' O►' tV I W PCC LFL •. W _ _ _ STA:54+60.59 •',; STA: 54+44.64 NPCC LFL 3318 W STORM Z SYSTEM B1a , Ems- 1" PT RFL 1: m STA:54+09.57 0 END CURB PT LFL PROP ROW I BEGIN CURB PC LFL STA:56+2i70PT /STA:55+8q.49 LFL 8 • • ; •. .: • ' STA., 56+77.00 +�.:•:_.•". � ,;,,*:. 'PC LIFIL •'�' . STA:+9295 . Y :.:' I •PT^LFL .- .ST T--J s STORM f •a •• ; SYSTFIA B. ' • • ..y.. •� . °`�• � -,•• .` .• •+ ., ' �' \ , ■ , END"SWI- ■ 6 ■ ■ 2 1 1 . ■ ■ n 1 ■ '*`. �+''.�• MATCH EXISTING ;•.: PCC LFL STA:58+31.42 86 .�.. .• : .� ..� STA:57+72STA:57+75.83 - - 4�.. � _ PT LFL STA:58+36_82FIL - - 00.73• /� •..: •''•�•~•a. ' •'' -LFL STAT CUR+50.45- --- ... •. �i73. . ..4: �y ^• ae .� RFL . �STA:55+06.: milaaa U POC RFL _.. 14.✓�7a�.. ":: �' . . STA:54+5205 1- Ww 444 OF I 1 u �. cROUC •!,+1!s�i `';..STA; 56+65.7 PCR RFL . '. • _ _ _ � • � U"• 1 1 111 , f FrI i 1 c c 5' TYPE RINLET -sl BEGIN PROP SW_ MATCH EX SW MATCH CURB a • �•, - PC RFL 54+27.62 _ CL STA: 54+22.75, 29.17' RT _ -'� 1� -� END PROP SW E E E MATCH EX SW =" -G C I - G G MATCH CURB - - - - - - - - - - -RFL STA:55+60.94, 31.90' RT - CL STA: 55+33.07, 88.53' RT c c c- ------ PCC RFIL -- �. I STA: 55+99.35\ BEGIN PROP SW- - MATCH E E - - E MATCH CURB I c G RFL STA:55+9223, 32.42' RT_ - - - _ CL STA: 55+00.89, 90.32' RT I WILLOX LANE r a. t I N I �I CL STA: 57+80.95, 29.30 LT - E E E E ---3g+-OD----`-ems_--• ---�E�-'_`�- „ate _ T �C � T T T 7 T ti 7 _- 7 STA:58+07.24 I w T POD LFL- STA:57+92.68 58+00 59 T I- - �- - +10= �SITAA:5R7+14.43 SAWCUT LINE (TYP) �� +. - 60+ EAST W/LLOX L/V. STA: 57+52-62 REMOVE AND REPLACE' C3 W - Wi. w w EX PAN w 59+00 w F - .•- - - E- - - MATCH CURB ' / • J.• 4.. '' •--�� --_ - _w w _^ - - _ �c - - - - =RFL STA:57+78.22 CL STA: 57+64.71 30.42' RT c END PROP SW _ \1`-', t i \c E �_ E c- -• MATCH EX - - - - I I �. • i EX ROW .� E- ----II - 1• I _ - E_ A E -E �- OH-C� r I t„u O 4987 O (n t m Q M N _ a C p it Ioofpp1 m 4984 8+n + ad N ad + In v fA �� �W)a mm0) L `N N 1 IA a in Plow 11 r w W< N .0 1 w 1 <N 1 W <1 A �F W < In DO 0: Z O. ~~< m 0. N - > - > U J = 4981 I U /\ - r \ 0.56X O.SOx \ ---- 4978 ---- - - - - ----- --- PROP �---� --- �- ------ FLOWUNE EXISTIN GRADE - - GRA AT FLO NE 4975 54+40 55+00 55+60 56+20 56+80 57+40 58+00 WILLOX LANE -, LEFT FLOWLINE 58+60 59+2u �vvu 4987 m n Ir m N 0) 'cm N N n m ao N n W 4 Io OD H W n 4984 m i z In n rn U L) r N WWa a s 1 1 m � ' 7 (L a a w N U a = 4981 a a EXISTING GRADE ~ -- 0.9 AT OWLINE < 0.70% -------- - -- 035$ m ------ ----- ------ 4978 131' LONG PAN U ° a w PROPOSED FLOWLIN - THROUGH RAB O 0.507G GRADE 5' TYPE a R INLET 4975 54+40 55+00 55+60 56+20 56+80 57+40 58+uu WILLOX LANE - RIGHT FLOWLINE 56+6u 59+tsu CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD ILENGTH C7 43.39 174.00 1417'12" N83'16'01"E 43.27 C8 11.46 30.00 21'53'02" S87'03'56"W 11.39 C9 15.95 30.00 30-27'29" N82-46.42"E 15.76 C10 35.74 180.00 17 '32" N61.51'41"E 35.68 C11 88.77 98.00 51'53'54' N30'13'28'E 85.76 C12 48.30 98.00 28*14'22' S30'03'57"E 47.81 C13 79.90 148.00 30'56'00" S5939'08"E 78.94 C14 1 2.97 397.93 0'25'41" 1 S75'19'59*E 2.97 C15 16.85 30.00 32'10'49" 1 N88'21'46"E 16.63 C16 14.56 30.00 27-49.00" S86'10'52"W 14.42 C17 24.17 390.00 3-33'05" S81.41'10"E 24.17 C18 5.41 50.00 611'44" S86'33'35"E 5.40 C22 24.43 30.00 4639'02" N67'00'12"E 23.76 C23 17.52 30.00 3327'55" S60'24'39"W 17.27 C24 27.53 50.00 31'32'34" N87'05'07"W 27.18 C25 44.39 58.00 43'51'16' N49 3'11"W 43.32 C26 1 14.74 35.00 4' 14.63 C27 14.90 35.00 1 24-23.01" 1 S14'04'06"W 1 14.78 C28 71.07 73.00 55'46'54" S54'09'04"W 68.30 C29 56.65 63.50 1 51'07'09" SB8'18'08"E 54.79 C30 33.59 40.00 48'06'59" N73'54'00"W 32.61 C31 15.07 30.00 2846'42" S64'13'51"E 14.91 C32 38.19 448.00 4-53.04' S81'03'44"E 38.18 LINE TABLE LINE LENGTH BEARING L10 4.40 N56'10'25"E 1_11 15.95 44'11'09"E L12 13.63 g • 9' 7'E L18 9.10 S77 VW L19 12.71 N2 '37'41"W L20 3.71 N26'15'37" L21 31.56 S6T44'34"E L22 42.42 N6608'17'E L23 20.03 S83'30'i6"E 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE 1 " = 3' NOTES: 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE SITE DEVELOPMENT UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. 4. SEE SHEET 19 FOR RAB CURB TYPES (STA 54+00 TO EAST). 5. HATCHES NOT REPRESENTATIVE OF ACTUAL PATTERNS. SEE SHEET 19 LEGEND FOR ACTUAL DESIGN. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEETS 41-43) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 rnl I 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE 1218 W. Ash. Suite C FOR THE MARKING OF UNDERGROUND Windsor, Colorado 80550 MEMBER UTILITIES. Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST CONSULTING GROUP CITY OF FORT COLLINS, COLORADO TI TY P N APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF 1 APPROVED: CI NGINEER DATE RCHECKED BY: 4A WA A WASTEW UTIuTY DATE o t o CHECKED BY: 42W DATE ; '"• CHECKED BY: ti ' A. DATE PARKS k RECREA710N Ie�1�ID �� F ••••• +, \� SS/ONAL• CHECKED BY: Qag� TR DATE CHECKED BY REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO DESIG MPOY: ES APPROVED 6Y: COLLEGE/WILLOX IMPROVEMENTS PROJECT YSH16 Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION A 1 " WILLOX FLOWLINE PLAN AND PROFILE =30' I 04/26/10 I ,. 65 C1 - 299 O� O� III � � ill C.> I I I I I I 3 I � STA 55r6&27 N 1466086.86 FLT 79.40 FL-79.40 - - STA 3IRT 9041 E.M11111117IL52 I ,■ 79.46 -79.43 CONNECT UD 70 MH INV-74.9 i-////STA W+6&27 IF \ 3 / FL-79.42 FLM16963.63 \ \ VALLOX CONTROL 00 = STA UD 00 CL STA 54+10.73. INV-77.2 W W W - T. W W - - .�n FL-79A2 - W W -- ------ - �- T �-----------7 E E •� c c c c C c c / c c / : /.. / 3 I I �A - 1 44 II Ij------ ----T 01 II II I I EII E E E E I_ Iv c/ c c 6 I II II I 4 LOT2 COUNTRY CLUB CORNERS THIRD CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LOT4 COUNTRY CLUB CORNERS THIRD E -� EE ----- -- - - - - - - - T T T T - V 56+94.28 •79.37 0 56+87.51- - + 56+0D 20 10 0 20 SCALE: JIT= 20' CURVE TABLE CURVE I 1EN01H I RADIUS DELTA CHORD IENM MC1 15.71 5,00 10.00 MC2 47.57 201100 47.47 MC3 41.62 101.00 41.33 MC4 Rea &00 4.87 MC5 14.12 65.50 14.09 MC6 &76 3.00 4.91 MC7 53.68 191100 5&51 M08 8.34 4.00 6.91 MC9 12.59 49.00 12.56 MC10 11.06 4.00 7.86 MC11 14.94 48.00 14.88 MC12 6.57 3,00 5.34 MC13 12.75 66.50 IZ73 MC14 9.41 5-00 19mx1j, &OS MCIS 49.27 142.00 49.03 MCIB 14.14 4.50 9.00 MC17 34.29 41100 34.28 MC18 19.29 181.00 19.29 MC19 6.00 3.00 &05 MC20 13,47 65.50 1&45 MC21 9.09 1297.00 9.09 MC22 18.14 1 101.00 1&11 MC23 3.74 3.00 1 4.91 MC24 &28 83.30 &26 -WC-2-5 3.74 3.00 4.91 028 27.78 101.00 27.87 LINE TABLE NE 04 IENOTH BEARING S88'2949 W S10'39 05 E N10-51-207E Em 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 INTERWEST C O NSU LTING GROUP PREPARED UNDER THE DIRECT SUPERVISION OF .34288 TOONANA L •� CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: --�� EERR En - 4. I CHECKED BY: K _ AR : �ASTEw unuTr CHECKED BY TORMWA unuTY CHECKED BY: V. A. _ PARKS & RECREA110N CHECKED BY: 4 C ENGIN� _ CHECKED BY: _ REVISIONS: DATE: " 'utalbrvtu e3T: unnrvry UT: -ArrrcUvtu tlT: COLLEGE WILLOX IMPROVEMENTS PROJECT CITY OF FORT COLLINS, COLORADO Fort Collins MPo Es SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"-20' I 04/26/10 „ WILLOX ISLAND PLAN AND GRADING 65 C1 - 299 I LOT2 COUNTRY CLUB CORNERS TH/RD EAST W/LLOX LN. LOT 4 COUNTRY CLUB r — — — — — — — — —CORNERS THIRD I. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - II I III I II I COLORED CROSSWALK I I II 10 5 0 10 20 SCALE: 1 " = 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LA I 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTE: 1. PAVEMENT SHALL BE JOINTED PER COOT STANDARDS. 2. JOINTS SHALL BE LAID OUT BY PROJECT SURVEYOR AND INSPECTED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. 3. CURB AND GUTTER AND SPLASHBLOCK JOINTS SHALL MATCH PAVEMENT. 4. HATCHES NOT REPRESENTATIVE OF ACTUAL PATTERNS. SEE SHEET 19 LEGEND FOR ACTUAL DESIGN. CITY OF FORT COLLINS, COLORADO UTW PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CI E NEER 0 E 1 A,�' Off, •• �• T CHECKED BY: _ WATER h WA WATER UTILITY ' ��� 1218 W. Ash, Suite C U CHECKED BY: /► _ Windsor 80550 S4288 S WA U71UTY ,Colorado Phone: (970) 674-3300 Fax: (970) 674-3303 '7qj, S I 1 0; 4i iV • A. CHECKED BY: PARKS R RECREATION- INTER W E S T CONS U L T I N G GROUP Zti' �SS70NAL • ` CHECKED BY: TRA nC ENGINEER CHECKED BY: _ REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO DESIGNED BY: mpoIDRAWNBY-JDL APPROVED BY. COLLEGE/WILLOX IMPROVEMENTS PROJECT YS"18 Fort COIIInS SCALE: DATE: CHECKED BY: DATE: WILLOX ROUNDABOUT CONCRETE JOINTING PLAN °F ENGINEERING DIVISION i"=1 o' I 04/Z6 1 o I 65 C1 - 299 IJ 0% N — r— / / I / I I I I I I PED REFUGE (TYP) 10" COLORED CONC , CROSSWALK (TYP) + d d +, d r j d CURB 3 CURB 3° ad a •' 4 d • a d e a • d \ a• d° a. . / n + CURB 3 �.. s•+oD • • T �j4�ox Lrl. TAPER NOSE PER 15A5 DETAIL 801 CURB 1 •+ad --�d----�� 1—.— V d' TRANSITION CURB ACROSS RAMP r_►ri�i5i.-_..41 • CURB 5 e a 4 ' , d Q a + , d • ° • 1 s d A. a d a e a d - • + e as , • a d ad ° d d° 4' CONC PAN CURB 3 a • e ; 4(ABUTS PAN) • Y CURB 4 d CURB A TRANSITION AREA) • \ CURB 3 , 10" COLORED CONC ^CURB 1 d CURB 1 CROSSWALK (TYP) a • d d ----------=-----=-----=------�T I� r---- d • Z LOT 2 COUNTRY CLUB CORNERS THIRD I II I I \ \ TRANSITION BETWEENCURB 3 AND CURB 5 IN SPUTTER ISLAND (TYP) a a CURB 3 _ " a ° T S 5 4 a ITX/ CUR a CURB 4 a d CURB 3 ` 1 3 10" COLORED CONC _ CROSSWALK (TYP) TAPER NOSE PER I DETAIL 801 �— — EAS7-WiLLOX Liv B /—CURB 1 TRANSITION AREA TRANSITION CURB ACROSS RAMP LOT 4 COUNTRY CLUB CORNERS THIRD r--'---- ,--ems--- 6 I24' —IT—II N 2"R CID v d ' •D ° d d ° d ° d d CURB 1 CURB 2 6" VERTICAL CURB AND GUTTER 4" MOUNTABLE CURB AND GUTTER W/ 2' GUTTER PAN (2" INFLOW) W/ 2' GUTTER PAN (2" OUTFALL) N.T.S. N.T.S. 4 1/2" 1-1 /2 R 3'-0" 24" 8"-7--- 4" \ 2"R ° N a ° 4 v d ° e d CURB 3 CURB 4 6" VERTICAL CURB AND GUTTER 6" MOUNTABLE CURB AND GUTTER W/ 1' GUTTER PAN (I" OUTFALL) W/ 2' GUTTER PAN (2- INFLOW) N.T.S. N.T.S. 3'-6" 6- 4'-0- 4 1/2" 1-1/2"R 2"R ° � r0 N ° r ° d OD ° �d d ° 1 1 d � d ° d d CURB 5 6" VERTICAL CURB AND GUTTER 4' CONCRETE PAN W/ 3' GUTTER PAN (1" INFLOW) N.T.S. N.T.S. LEGEND a L q° a O CONCRETE PAVEMENT (10" PCC ON 6" ABC) d a a d 4 HARDSCAPE SPLASH GUARD (8- PCC) (SAN DIEGO BUFF, STAMPED FINISH 24mX24" OR APPROVED EQUAL) @CONCRETE TRUCK APRON (8" PCC) DAVIS TILE RED CZ CONCRETE TRUCK APRON (8" PCC) SAND DIEGO BUFF ® CONCRETE SIDEWALK (6" PCC) 20 10 0 20 40 SCALE: 1 " = 20' CALL UTILITY NOTIFICATION MEDIAN COVER (4" PCC) CENTER OF COLORADO ® (SAN DIEGO BUFF, 811 EXPOSED AGGREGATE FINISH) LAI I 2—BUSINESS DAYS IN ADVANCE NOTE: 1. HATCHES NOT REPRESENTATIVE OF ACTUAL PATTERNS. SEE LEGEND FOR ACTUAL DESIGN. INTERWEST 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONS ULTI N G GROUP BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CITY OF FORT COLLINS, COLORADO U LI PL N APPROVAL PREPAREDUNDER THE DIRECT SUPERVISION OF APPROVED: t t CITY ENGINEER DATE 1 CHECKED BY: Afth O� WATER k WASTEWATER URUTY DATE 1 o CHECKED BY: 4288 STCR WA URUTY DATE "2(y CHECKED BY: y I^ I S•••� PARKS 3 RECREA710N DALE l•"��`O; �SS7aJAL CHECKED BY -..TRAFFIC ENGINEER DATE CHECKED BY REVISIONS: DATE: DESIGNED BY- DRAWN BY: APPROVED BY: SHEET COLLEGE WILLOX IMPROVEMENTS PROJECT Fort Collins 19 CITY OF FORT COLLINS, COLORADO MPO JDL SCALE: DATE: CHECKED BY: DAB: OF ENGINEERING DIVISION 1 "=20' I 04 2s i o L WILLOX ROUNDABOUT SURFACING PLAN 65 C1 — 299 General Notes Street Improvements Notes N 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer 40. Benchmarks: 1. All street construction is subject to the General Notes on this sheet as well as the Street Improvements Notes listed here. County Urban Area Street Standards and applicable state and federal 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 Local Entity. B.M.NUMBER NGS 42-01, ELEV.= 4984.08 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any DESCRIPTION: LOCATED AT THE SOUTHEAST CORNER OF A TRAFFIC MAST AT THE NORTHWEST CORNER OF THE INTERSECTION OF WILLOX AND COLLEGE AVE. street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. B.M.NUMBER V401, ELEV.= 4974.64 approval prior to placement of any asphalt. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of DESCRIPTION: AT THE NORTHEAST CORNER OF THE INTERSECTION OF COLLEGE AVE. & BRISTLECONE DRIVE. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create e� these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in a clean construction joint. The Contractor shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel these plans. DATUM=NGVD 1929 UNADJUSTED cuts shall not be allowed unless approved by the Local Entity Engineer. Sawcutting is not paid separately. V 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of 41. All stationing is based on centerline of roadways unless otherwise noted. 4. Street subgrades shall be scarified the top 12 inches and re -compacted prior to subbase installation. No base material shall be laid until the subgrade said engineers work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the has been inspected and approved by the Local Entity Engineer. engineer who has prepared these Tans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless 42. Damaged curb, gutter and sidewalk resulting from construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements 9 P P P and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractors expense, unless otherwise indicated on these plans, 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade ct the time of pavement placement or overlay. Valve box adjusting rings are omissions contained in these plans. prior to the acceptance of completed improvements. not allowed. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other 'dry" utility installations, shall conform to the Local Entity 43. 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 6. 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 m tandards and specifications current at the dote of approval of the plans by the Local Entity Engineer. documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25 of s patch shall blend in smoothly into the existing surface. All large patches shall be paved with on asphalt lay -down machine. In streets where more than one cut is made, an overlay the Standards, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete 6. 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 of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the overlay shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the Contractor to verify the existence and location of all underground utilities along the route of the work and coordinate with the Utility before commencing Local Entity Inspector at the time the cuts are made. new asphalt overlay work. new construction. The Contractor shall be responsible for unknown underground utilities. 44. 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 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the 7. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at 811, at least 2 working days prior to beginning excavation or grading, condition as required by these plans. Right -of -Way Work Permit traffic control plan. to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the n and at all "T' intersections and meet City CDOT and ADA requirements. 8. The Contractor is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the 45. Standard Handicap ramps are to be constructed at all curb returns y q Contractor to relocate all existing utilities that conflict with the proposed improvements shown on these plans. that hold more than Xr inch deep or 5 feet longitudinally, of water, shall be pompletely removed and reconstructed to drain properly. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be tree from material and workmanship defects for a minimum period 8. The Contractor shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility of two years from the date of acceptance. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth crossings required. section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes on the following private subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the Local Entity streets. N/A least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced 48. Variances for this project are as follows: N/A or otherwise modified to form a smooth, non -yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All 10. The Contractor shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a "proof rolls" shall be preformed in the presence of an Inspector. timely fashion and with a minimum disruption of service. The Contractor shall be responsible for contacting, in advance, all parties affected by any 49. Pavement Sawcutting is incidental to the work and will not be paid separately. disruption of any utility service as well as the utility companies. 50. In the event of a conflict between these plans and the North College Marketplace 2nd Filing plans b Ayers, the Colle a Wlllox Ian set shall oven. 10. All recommendations of the geotechnical report for this project shall be followed and implemented. P 9 P 9 P Y Ye 9/ P 9 11. 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 any work. At the discretion of the water utility provider, a pre -construction meeting may be required prior to commencement of any work. Grading and Erosion Control Notes Traffic Sig iinng" and Pavement Marking Construction Notes (Note: Street prop by Contractor, sig iinng and lit"Ing by City) 12. The Contractor shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary 1. All signage and marking is subject to the General Notes on this sheet, as well as the Traffic Signing and Marking Construction Notes listed here. sewer should be constructed prior to installation of the water lines and dry utilities. 1. All grading and erosion control measures are subject to General Notes on this sheet plans as well as the Grading and Erosion Control Notes listed here. 13. 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 by the Water 2. At oil times during construction, the Contractor shall be responsible for preventing and controlling on -site erosion due to wind and runoff, as well as vehicle tracking. The 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre -formed thermo-plastic. Utility. Contractor shall also be responsible for installing and maintaining all erosion control facilities shown here. 3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 14. A State Construction Dewaterin Wastewater Discharge Permit is required if dewaterin is required in order to install utilities or water is discharged into 3. All perimeter erosion control measures shall be installed and functional, prior to any other earth -disturbing activity. All other structural erosion control measures shall be 9 9 q 9 q 9 implemented as soon as the facilities, around which the are based, become erotional. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with gloss beads. a storm sewer, channel, irrigation ditch or any waters of the United States. This permit shall be obtained by the Contractor. P Y oP 15. The Contractor shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, 4• Any erosion control facility damaged or destroyed prematurely, by any means, shall be immediately repaired by the Contractor. 5. All lane lines for concrete pavement should be epoxy paint. Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 6. Prior to permanent installation of traffic striping and symbols, the City shall place temporary tabs or tape depicting alignment and placement of the 5. There shall be no earth -disturbing activity outside the limits designated on these plans. some. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. Full compliance striping is 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage 6. Top soil shall be removed and stock piled prior to overlot grading operations. required prior to opening to traffic. facilities shall be the responsibility of the property owner(s). 7. A water truck shall be kept on -site at all times during earthwork activities for dust abatement. 7. Pre -formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. 8. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Contractor shall implement whatever measures are determined 8. Epoxy applications shall be applied as specified in CDuT Standard Specifications for Road and Bridge Construction. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether necessary, as directed by the Local Entity Engineer. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings by Contractor. resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity 9, Silt and sediment, within Right -of -Way, shall be removed after each substantial rainfall. failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 10. All sign posts shall utilize break -away assemblies and fasteners per the LCUASS Standards. 10. Negative impacts to downstream areas caused by overlot grading are to be monitored and corrected by the Contractor. Any off -site clean-up, directed by the Local Entity's 11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field 19. All recommendations of the d "Final Design Drainage Statement for College Avenue/W llox Lane Improvements Project" Dated February 2010 by Interwest Inspector, (including street cleaning), Consulting Group shall be followed and implemented. P (� 9 g), shall be completed within 24-hours of written instruction, or risk construction stoppage. inspection must be corrected before the 2-year warranty period will begin. 20. temporary erosion control during construction shall be provided as shown on the Erosion Control Plan or the Contractors Stormwater Management Plan 11. Temporary erosion control measures shall not be removed until such time as all tributary -disturbed areas are sufficiently stabilized in the opinion of the Local Entity Engineer, to 12. The Contractor installing signs shall be responsible for locating and protecting all underground utilities. minimize erosion potential. (SWMP). All erosion control measures shall be maintained in good repair by the Contractor, until such time as the entire disturbed areas is stabilized with 13. Special care shall be taken in sign location to ensure on unobstructed view of each sign. hard surface or landscaping. 12. When temporary erosion control measures are removed, the Contractor shall be responsible for the clean-up and removal of all sediment and debris from all drainage and other public facilities. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity re The Contractor shall be responsible for insuring that et mud e. debris shall be tracked onto the existing public street system. Mud and debris must be Engineer reserves the right to require additional signage and or striping if the Local Entity Engineer determines that an unforeseen condition warrants such removed within 24 hours by on appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local 13. All areas disturbed by this project, which are not scheduled for improvement or disturbance within 90 days, and are not otherwise stabilized by hard surface or landscaping, shall 9 9 qd P 9 y 9 signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period Entity street inspector. be seeded and mulched in accordance with these specifications within 10 working days of Right -of -Way grading completion. for new construction (except fair wear on traffic markings). 22, No work may commence within any improved or unimproved public Right -of -Way until a Right -of -Way Permit or Development Construction Permit is a. All areas for seeding shall be tilled to break up rooting restrictive layers, have a minimum of 4 inches of topsoil reapplied, and then be harrowed, and rolled or packed, to obtained, if applicable. prepare the required firm seed bed. be Sleeves for sign posts shall be required for use iislands/medians. Refer Chapter 14, Traffic Control Devices, for additional detail. These sleeves shall be installed by the Contractor while installing concretee and incidental to the Contract. 23. The Contractor shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The b. The seed bed shall be well -settled and firm, but friable enough so that seed can be placed at the seeding depths specified. The seed bed shall be reasonably free of weeds. Contractor shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local c. All seeding areas shall be fertilized, unless field evidence or laboratory soil analysis indicates sufficient amounts of nitrogen (N) and 40 pounds available phosphate (P205) per Storm Drainage Notes Entity Engineer is not available after proper notice of construction activity has been provided, the Contractor may commence work in the Engineer absence. acre. Time of application will be as applicable to the kind of fertilizer and type of equipment used. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. d. Seed shall be planted with o drill on all slopes of 3:1 or flatter. The drill must have the capability of handling the kind and rate of seed being planted. Seed may be broadcast 1. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage 24. The City of Fort Collins shall be responsible for obtaining soils tests within the Public Right -of -Way after right of way grading and all utility trench by mechanical spreader, or by hydraulic equipment on areas that are small, too steep, or not accessible for seed -operations. Broadcast rates of seed on 4:1 or lesser slopes will facilities shall be the responsibility of the property owner(s). work is complete and prior to the placement of curb, gutter, sidewalk and pavement. Payment for repeated (failed) tests will be paid by the Contractor. be double the drilled rates. For slopes greater than 4:1, broadcast rates will be four times the drilled rates. 2. All recommendations of the "Final Design Drainage Statement for College Avenue/Willox Lane Improvements Project' Dated February 2010 by Interwest 25. The contractor shall hire a licensed engineer or land surveyor to survey all constructed elevations associated with the project. The engineer or e. Seed planted with a drill shall be covered with soil to a depth of 1/4 to 3/4 inch. Seed planted by the broadcast method shall be incorporated into the surface soil, to a Consulting Group shall be followed and implemented. surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted maximum depth of 3/4 inch, by raking, harrowing, or other proven methods. 3. Prior to final inspection and acceptance by Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. f. Hydro -mulching shall be allowed. Mulch shall consist of either cereal grain straw or grass hay, at least 50% by weight, being 10 inches or longer. Application rate to be 2000 approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release f road construction. For the of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted D the Stormwater Utility Department at least 26. All utility installations within or aCf099 the roadbed of new residential roads must be completed prior to the final stages o onst lbs/acre to achieve a stubbled surface. Anchoring with a mulch crimper is acceptable, or with the use of a disc plow, set vertical to the ground with sufficient weight to achieve a two weeks prior to the release of an building permits in excess of those allowed prior to certification per the Development Agreement. purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property crimping depth of at least 4 inches into the soil. All mulched areas shall be tackified after crimping. The tackifier solution shall be in accordance with note j below. P y 9 lines and marked so as to reduce the excavation necessary for building connections. g. All seeded areas shall be mulched, crimped, and tockified within 24 hours after seeding; otherwise, areas shall be reseeded, of the Contractors expense, prior to the mulching, 27. Portions of Larimer County are within overlay districts. The Lorimer County Flood Plain Resolution should be referred to for additional criteria for roads crimping, and tackifying. Waterline Notes: within these districts. N/A h. All slopes steeper than 4:1 shall be tockified (see note j below) after the completion of seeding and fertilizing. Slopes shall then be covered with a soil retention blanket. The soil 1. The minimum cover over waterlines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 28. All road construction in areas designated as Mid Fire Hazard Areas shall be done in accordance with the construction criteria as established in the retention blanket shall be a machine -produced mat consisting of 70% agricultural straw (0.35 Ib/sy) and 30% coconut fiber (0.15 Ib/sy). The blanket shall be of consistent Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. N/A thickness, with the straw evenly distributed over the entire area of the mat. The blanket shall be covered on the top side with polypropylene netting having an approximate 5/8" x 2. All water main shall be PVC C900 with tracer wire or d.i.p. encased in polywrap. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree 5/8" mesh (1.65 - 3.00 Ib/ksf) and on the bottom with polypropylene netting with an approximate 3" x 3" to 2" x 2" mesh (1.00 - 1.65 Ib/ksf). The blanket shall be sewn removal requiring a commencement together with cotton, biodegradable or photo -degradable thread. All netting shall be photo -degradable. A sample of the blanket shall be submitted at least two weeks in advance of q 9 P Its use for approval by the Local Entity Engineer. The Local Entity Engineer may require blankets for unstable soils with slopes under 4.1 if deemed necessary. Tree Protection Notes, 30. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. I. Soil retention blanket shall be placed smoothly, but loosely, on the soil surface, without stretching. The upslope end shall be burled in a trench 6 inches wide by 6 Inches deep 1. See approved Landscape Plan for specific locations of trees to be removed, and trees to be protected. Refer to OSHA Publication 2226, Excavating and Trenching. beyond the crest of the slope, to avoid undercutting. There shall be a 6-inch overlap wherever one roll of blanket ends and another begins, with the uphill blanket placed on top of the downhill blanket. There shall be a 4-inch overlap wherever 2 widths of blanket are applied side by side. Insert staples in a pattern according to the manufacturers 2. Existing trees marked for protection and preservation shall not be removed. Co The Contractor shall submit r Construction struct Control Plan, in accordance with MUTCD, to the appropriate Right will Way authority. (Local Entity, recommendation, at approximately 2 staples per square yard. 'T" shaped pins shall not be used. County or State), for approval, prior to any construction activities within, or affecting, the Right -of -Way. A =25.00 tee will be charged the Traffic 3. Heavy equipment should not be allowed to compact over the soil over the root zone of existing trees. department to review above plan. The Contractor shall be responsible for providing any and all traffic control devices as may be required by the j, Tackifier, whether placed on soil or mulch, shall conform to the Colorado Highway Specifications, Section 213.02. Apply tackifier with a spray nozzle, dispensing a mist that will construction activities. All plans shall be submitted 10 days prior to the proposed implementation. uniformly cover the surface. 4. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to avoid damage. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations k. All seeded areas shall be kept in a dam condition, for at least 14 days after seeding, to aid in germination. Some form of irrigation may be required to achieve this goal, and 5. Root cuts from excavation should be done rapidly. Smooth flush cuts should be made. Backfill before the roots have a chance to dry out and water Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the it is the responsibility of the Contractor top perform an and all necessary operations to that end. The means of irrigation shall be approved b the Local Entity Engineer prior to the tree immediately. contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. P Y P Y Y P 9 PP Y Y t implementation. Director flows from large hoses, which could damage the mulch, will not be permitted. Additional maintenance, as required by the Storm water utility, is also required. 6. Prior to construction, all protected trees shall have orange protection barrier fencing erected, which as a minimum are supported by 1" x 1" or similar 33. The Contractor is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Developments sturdy stock, for shielding of protected trees, no closer than six (6) feet from the trunk or one half (1/2) of the drip line, which ever is greater. Within local street operations. In addition, the Contractor is responsible for all costs for traffic signing and striping related to directing traffic access to and from 14. The Contractor shall be responsible for obtaining a State of Colorado Stormwater Discharge Permit Associated with Construction Activities and preparing the required SWMP. The this protection zone there shall be no movement of equipment or storage of equipment, materials, debris, fill or cut unless approved by the City Forester. the Development. N/A (The City will install all signing, striping and signals.) Contractor shall be solely responsible for compliance with the permit until it is Terminated. 7. All existing trees shall be pruned to the City Foresters "Medium Prune Standards." 34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity. 8. 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. 35. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 9. During the construction stage of development, the applicant shall prevent the cleaning of equipment or material or the storage or 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 36. Dimensions for layout and construction are not to be scaled from any drawing. if pertinent dimensions are not shown, contact the Designer for protected tree or group of trees. clarification, and annotate the dimension on the as -built record drawings. 10. No damaging attachment, wires, signs or permits may be fastened to any protected tree. 37. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and CITY OF FORT COLLINS, COLORADO specifications, and a copy of any permits and extension agreements needed for the job. 11. Tree protection will be incidental to the Contract. U LITY PLA�OVAL 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the PREPARED UNDER TIE DIRECT SUPERVISION OF Contractor shall contact the Designer and the Local Entity Engineer immediately. APPROVED: 39. 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 ENGIN R DATE Local Entitys Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. CHECKED BY: & AS CHECKED BY: J , 34288 S WA TIUTY DATE 1218 W. Ash, Suite C Windsor, Colorado 80550 I 2II �� CHECKED BY: IV Phone: (970) 674-3300••,�\1' PA ()CREATION DATE Fax: (970) 674-3303 F "", ^�� CHECKED BY: 701VAL AFF1C ENGINEER DATE INTER W E 8T CONSULTING GROUP CHECKED BY: DATE. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins MPO I ES SCALE: DATE: CHECKED BY: DATE: N/A 104/26/10 " COLLEGE/WILLOX IMPROVEMENTS PROJECT SHEEEE GENERAL NOTES OF 65 C1 - 299 N I« r� w w� PROPERTY OWNER TO LANDSCAPE 2' STRIP Ir SIDEWALK CHASE (DRAINING TO-4 COLLEGE AVE) -' SQUARE CORNER : F B4 66 - 83.93 OPEN/NG WITH BARRIER ' M 83.78 .48 fir.'-TB3.94N 4 ri! 4. .p iK A ..., [ -. ..■] - �' N s ,I� ",�'.�8 �`-?✓ram.», ' w At $ A :4 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. A, CURB N _ CURB B4.42 3 0 3 3 ---- 3-----3------ 3------3 84.14 [BARRIER ] CURBI i 84.11 3 3 3 3-�B2.64 1 I 83.46 83.33 I 84.70 nnI i t I I I j 1 I w I I I i w �NOE2.2) Tci 1 IX BUILDING I I i t i e31B FIMSHED FLOOR S4.8o = 4984.5 Lor 1 f I I 54. I I PEREZ w l sw MATCH WALK I 83 i 4 i I i 83.60 83.1 1 1 84.26 84 I I M/NOR Sulu. 1 84.16 _ '� REM (E�) 64�46 �1 ' ,p OSr"-' - 94.24- - - - - J 83.75 ISEE NO 2- I CONCRETE ANo bC0 84.1e f8361 ui I I •I .• 1 SCAPE AREA FLUSH -NO CURB I d d TAPER ASPHALT UP I 1 I I O TO NEW WALK I I /. e•° O----- - --- 84. , PE'REZ 84.2 J - : ° • 84. 0 83.55 83.90 B3 67 e4.1 sAwcur43 $4.32 8 ® s :,3s LINE 1 x��, 4.03 i / BARRIER CURB c J CURER B 8378� / II 84.19 I i I // BARRIER 2' CURB OPENING B3.96 a3.87 O II I 2.OX --I--- -- -- ----1- ---_____----------------_ --�_ I / - 84.1 ® 84.11 - -- -__ -�--- _=-- --8390=-- - E -�- B�W 2' CURB 4' COLORED83.81 83.99 24' DIAMETER x 4' ______ ____ __ r- -- , AREA DRAIN (PLASTIC) - - WITH 2' OF COBBLE I I - - - --I I w STAMPED CONCRETE BELOW (DRY WELL) VCONCRETE AND ASPHALT wIi I I INSTALL NEW ASPHALT CAU710N: EX LIGHT FEED I ALL DRAINING TO SE CORNER I DTECT EX LIGHT CONCRETE AND FLUSH NO CURB OR RAMP I I I I I I I DRIVE TO NLLOX SHALL II I I F I I BE CONSTRUCTED PRIOR LANDSCAPE AREA I I I TO CLOSING ACCESS FROM FLUSH -NO CURB INSTALL NEW ASPHALT I I N I I I COLLEGE AVE. ALL DRAINING SOUTH �I L -J it i I I L--------J f/ i - - - _ - - - - - - �� J I I I J STANDARD 2' CdcG� r I I PAVE a1.ea I I 2' CONCRETE CHANNEL ' I BARRIER CURB NOTES: 1. SEE SITE DEVELOPMENT UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. THESE UTILITIES WILL LIKELY BE BUILT PRIOR TO THE ROAD PROJECT. 2. SLEEVING SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO IRRIGATION PLAN FOR MORE INFORMATION. 1 3 3 N RAMP 3 It M !K It iR N ( at EI 10 5 O 10 20 SCALE: 1 " = 10' drar^ B0.75 v 'a N' Q O CITY OF FORT COLLINS, COLORADO IITI TY PL N A!{ PPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF \ APPROVED: � C E NEER DATE �• RE A' CHECKED BY: Ov • �� WATER k WASTEWATER T TY DATE • o CHECKED BY: 34288 s p unurr DATE 1218 W.Ash, Suite C . 1. A. Windsor, Colorado 80550 S• I,t .11I � CHECKED BY: Phone: (970) 674-3300 �•,u.` V' �� w PARKS R RECREATION DATE Fax; (970) 674-3303 SS•1ONAL • CHECKED BY: TRAAFFIC ENOINEEtt DATE INTERWEDT CONSULTING GROUP CHECKED BY: REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: "SHEET CITY OF FORT COLLINS, COLORADO �bMPO I COLLEGE/WILLOX IMPROVEMENTS PROJECT 20 rt Collins SCALE: DATE: Es CHECKED BY: DATE: PEREZ HAAS SITE PLAN °F ENGINEERING DIVISION 1 =10 26 1 I 04 0 I 65 C1 - 299 N I Z] u LAMPLIGHTER LODGING, INC. From I II I �0 I II I I I II� I I I I J MIN/ MART P.U.D. \0.g / STORY FA MATCHLINE VING (TYP) NOTE 2. I� /MPROVEMENTSONPEREZ AND HAAS SHOWN ONSHEET20 LOT 1 �~ PEREZ M/NOR SUB, i I I I L_ I I -- I HAAS I —I--- — — — — " ' ►+��, ram *�+�-` ii- w EAST WILLOx LN. 52+00 V a9� w— w w Ld —' — — 0— — ����, LOT I I WILLOX x _ _ _I i I LOT 1 CROSSING P. U.D. S I; I i 11 I I t I COUNTRY CLUB CORNERS THIRD xsi i I".1, rid I ®I.I I /ROW / / / / / / / 1 1. / AiD A LEGENDS / HOLDINGS, LLC / PROP ROW eM BUS STOP SLOPES 2X TO FLOWUNE 1 - SLEEVING (TYP) SEE NOTE 2. *. II HALL ADO/TION I I FIRST SAWCUT LINE i�j R I // // // / / / BRECKENR/DGE mwk r / f / /zNE W MH /ON EX BOX F —� I I 1 MATCHLINE 18' RCP NEW IRRIGATION o BOX AND PUMP- — — —I LOCATION �I I — O L� w G G — G — — GRAPE Sr. I � m 1 .. BUS STOP SLOPES t' 2% TO FLOWLINE PROP ROW 30 15 0 30 SCALE. 1 " = 30' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. SEE SITE DEVELOPMENT UTILITY PLANS FOR STORM, WATER AND SEWER DEISGN IN RIGHT-OF-WAY. 2. SLEEVING SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO IRRIGATION PLAN FOR MORE INFORMATION. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I NTE RW EST CONSULTING GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF' APPROVED: G -IS" C NGINEER DATE �OR• �S CHECKED BY: d& OOP WATER k WASTEW UTIUTY DATE • \Y\ CHECKED BY: �w u uTY J 34288DATE CHECKED 8Y: V.A. PARKS ! RECREATION DATE 7ONAL•E CHECKED BY: Q ENGINEER DATE CHECKED BY: REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO y DESIGMPONED Y: I DRAwNES APPROVED 6Y: COLLEGE/WILLOX IMPROVEMENTS PROJECT sH21 Fort Collins SCALE: DATE: CHECKED BY: DATE: GRADING & SLEEVING PLAN -COLLEGE OF ENGINEERING DIVISION �" 1"=30' I 04 26 1 o I 65 C1 - 299 I►I ' ' .� LOT 1 . cPEREZaPEREZM/NORSUB,M/N/ MART I ' ' o — — — — — — — I� � m STORM SYSTEM (TYP) c ' �y / �' . t i O (v — F- 3 �'}� •• f • .R BY OTHERS P. U.D. � `. � , O I I I /MPRO b EMENTS ON PEREZ L AND HAAS SHOWN ONSNEET20 I STORM SYSTEM B .., •. ': :' :,^ .� , �.,,. •. / HAAS I I I SLEEVING (TYP) ;.* J' , sI Stuef' ` •'• ' MATCHLINE I — I y SEE NOTE z. J.::.� :+ ': 's •: i... EYROW* 9 g" i SEE SHEET 2i I -- — ------ w I� I :. � •� ;y• :�� ••:: :• • •, SAWCUT LINE 1'�f .. l• •..• �'•, • k.s'.a • .,i,' t STORM W I I II •. r • . ROW . • ..S • • • ` .j:. i !w • .i .,• ,• SYSTEM A2 �. a .: d , J i . s ...' ,t.•: ..r g3 `•. •` �lilt . .jM t�}w • • .STORM _ � r , - IIfl, ORE—c 0 SLEEVING FOR SYSTEM A EX Row s — 11 r .: Ws, : •r COMCAST _.: ... _ .". J '. ' , - ` •. ' 4 ~� :... w ,•.. '..• :.%r .,,. :., •. t• ...; !' : r' � �. .•t ,' :J C, Y.� - ,!4.' ::a•.' a a• I•.. •N.:, •'G'+1..: , y :.• SAICUT LINE - � � . . , ;`i . , t •� • •,. - - - - - _ .-�.r..�..:.r...; -- .ez • : ,.. �_ _ W T 1.,V• + T `Z1 GLIG RAW,°7 "; r . ;' ;�. ; w EAST W/LLOX LN. 3 • �'. _ _ - "` ^*'"" !.. ••. • :: • r 1 •. •. 1 SAWCUT LINE �' STORM SYSTEM B w _ .40{MQ0.. ww.. •ve .!F•,.i : ', 'SWOb •'�'• ..,.r� �. '. ' •► /i .r .. •:,�.. '. i t:. 'Ir �. Y.. •"+ • ir.,iniM l r l+.rw..lwri .w' �i. ; y ',a:.:s: . ". • '�,4,... :.+ . 51 - �- - 52+00 - - 53+00 - �.. S1+OD / •.• ' �: :. ' y •r r,;.' r. .', . •+ U CROMM V — I ...: s .: % _ ..• • Q/ `iM1AY .',F .�•M.T•.Tb�„y w . y t •.•, :♦ ,'•. •� +. L �y .. .y ..• •�. •:t , !' ..'• . • ,:' STORM SYSTEM Bt •• ♦1� '' . , 49g YILLOX CONTROL LINE l , ••`' _ ••.1� ,. O •h , .t �- • : ,. .. W W W W W W W SAWCUT LINE W Wall W :.•";,y.:.;' •t.: •y� ','s rri• • .+.. .• •; Lz� LYJJ'ice •, r a - N- '- -�. E C C C O 10 C ! C C a I •. •I �► of G G c E G •� O— I ( SANCUTI LINE \ �C \— —`—Z— y — w• - -EX ROW— Y MILL AND OVERLAY I I (� ;I REA i — — — — — — — — — — — — — —T��1„ i. I I I OF EXISRNG WILLOX — — - _ -I' j�—` I \ : FROM SAWCUT TO SOUTH I I I E \ �• I' W I 3 I CURB - I I' I I I, D� E E E I- I... E E E E sAwcuT LINE I \,\!� � `• '.. I' I I I I ~I . � J II I L---------I C I I -=I 7l r/ LOT2 1 LOT 1 ° \ I I I I I. I LOT 4 W/LLOX h f I w I I I I I. I LOT 1 I I COUNTRY CLUB s — —I I * I I: I CORNERS THIRD I I COUNTRY CLUB CROSSING P.U.D, s I I i■ I O COUNTRY CLUB I 1 \ N I ~ I I CORNERS THIRD CORNERS THIRD CALL UTILITY NOTIFICATION CENTER OF COLORADO N 811 .QA i 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE 3 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I NOTES: 1 i .SEE SITE DEVELOPMENT UTILITY PLANS FOR STORM, JOEL- - WN* - �.___� _. WATER AND SEWER DEISGN IN RIGHT-0 -WAY. EL igs SIDEWALK BY OTHERS EX ROWS ._..�- £ 2. SLEEVING SHOWN FOR INFORMATIONAL PURPOSES OH ONLY. REFER TO IRRIGATION PLAN FOR MORE �b \ INFORMATION. 4971 ONE, SLEEVING (TYP) 49 E E E E SEE NOTE Z I OHE L 4, —mil X W 5 T T T T --- _�: #■ _ EAST WILLOX IN. —� _ _ 4 1119+00 .. _'— — PROP — — -- — --- ---�---- ,.;—.____—__ T T T T T T T T T T SAWCUT LINE W W w w }97B SITE STORM OUTFALL A.911 — — IN W -- +oo S S fir— S O�� es+ao e4+ao 04 30 15 O 30 60 1218 w Ash, sane c G--���^ = �= _ W' �—PRD SANITARY SEVER MAIN 0 ,� Windsor, Colorado 80550 G �— _IN Phone: (970)674-3300 If IqU7,E , ` • _ _ _ _ W W SCALE: 1 " = 30' Fax: (970) 674-3303 \ I F {E — W Iwy _ —�._ —J I• T— y• E E ��� G�� 'i"�""� —� —_.�.T — .-------- �_� `� `----------_ INTERWEST CONSULTING G R O U P EX ROW-lRh��Ra� --j E —E I I—OH—H--c E E G \ \\ G V // CITY OF FORT COLLINS, COLORADO E I I I --G ° E \\ 3 a UTILITY PLAN APPROVAL G G G OHE—_OHE C G� E E f��)E PREPARED UNDER THE DIRECT sua�WsaN OF (i / _ I —OH C c C —n— ' I I J APPROVED: CITY ENGINEER DATE - ---� I - O O OHE 1'. G G O C W I�n REGr CHECKED BY: Ai OHE " ' OHE OHE OH OH J— E HE C 0 C 0, WA Q wAs w TER unu-P DATE LOT 1, ELK 2 III STORM unurr DATE m t c CHECKED BY: REPLATN'o. OF FROM STA 55+00 TO STA 63+50 i T _ 34288 MILL AND OVERLAY FULL WIDTH OF T t 1 ta, CHECKED BY: '" ' A. WILLOX LANE (AFTER ALL UTILITY •.,l0,•' {v PARKS a RECREATION DATE EVERGREEN PARK INSTALLATION E i��� FSS' ,•, \� ONAL•�C' CHECKED BY: TRAMc ENGINEER DATE I, CHECKED BY: DATE REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: COLLEGE WILLOX IMPROVEMENTS PROJECT SHEET CITY OF FORT C;OLLINS, COLORADO FOC't CO��It1S MPo ( ES 22 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 109=30' 04 26 10 GRADING & SLEEVING PLAN-WILLOX 65 C1 - 299 LOT 1 VY/LLOX CROSS/)VG P. U. D. I ' �►� i ` X - - - - - STA: 9+96 EX BURIED` JUNCTION BOX (MODIFY)' N 1465914.79 ' E 311838042,' f �W - - - T.--r.'�is' 4991 4988 4985 4982 4979 C�YL� 4973 4970 I - - - - - - - - - - �\ `1 MINI MART LAMPLAGHTER LODGING, INC. I I - - I I — — STA:10+28 SINGLE TYPE 13L_— — — — — — COMB INLET - , E 31183 j5.98 STA:14+37 STA:14+17 5' TYPE R INLET—G �N 1466321.56 FO FO —E 3118370.41 r r U IL - $ 00 $ ** po m O * ` op I. z +i OpW �N 4< *♦*�� r z_ <a�**m at + 40 + r�3�0 Nm O go W` �Z r �iH0 'g' aD 9 pi 8 ^II N S' N Azm Nf yy �� z yrj i0it G��,� I N K(i N K�iz EXISTING I/ - GRADE _ W i I — — — PROP D 3 — GRADE III I 115 LF 2,V RCP 3 184 LF 24" RCP O 0,30% 0.30% 74 EX 2,C RCP 00.2 20 LF �,_WA�R 18" RCP 18- MIN CLEAR O 0.30% 29 19 LF w 3 24" RCP 24" RCP GA 00. 1% 00. 8% RELOCATE BELOW 18" MIN CLEAR ELECTRIC ELECTRIC RELOCATE BELOW RELOCATE BELOW WATER 18" IN CLEAR 8" MIN CLEAR RELOCATE BELOW w 18" IN CLEAR 3 w 9+80 STORM A 10+40 11+00 11 +60 12+20 12+80 13+40 14+00 14+50 4991 4988 4985 4982 4979 4976 4973 r1lb] a z m 00 eD ± W v M1 W trTi m N + N M O r, p Wn pm n' g- H �_ K'z2 rON w G G' PROPOSED / GRADE ti- EXISTING GRADE 33 LF 28 LF 18r RCP 18" RCP O 0.47% 0•446% 2-CABL RELOCATE BELOW 18" MIN CLEAR 9+80 STORM A2 4991 4991 49M 4988 4985 4985 4982 4982 4979 4979 4976 4976 4973 4973 4970 4970 10+40 o I + LL 8< �-H 0,D 0� oz a o �� <� 3j < 2N cn U)'f K[LZ U) K% EXISTING GRADE PROPOSED GRADE 28 LF 18" RCP O 1.18% 9+80 STORM A 10+40 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LAi i 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4991 4985 4982 NOTES: 4979 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4976 3. STATIONING IS CENTER OF STRUCTURE. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 5. EXISTING UTILITY CROSSINGS SHOWN IN PROFILE 4973 ARE APPROXIMATE. 4970 4991 4988 4985 4982 Ci'1.p] 4976 4973 4970 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' 1218 W.Ash, Suite C Windsor, , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTER WEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER ME DIRECT SUPERVISION OF I / APPROVED: �p CITY ENGIN DATE Qpy� E 7 CHECKED BY: La WA k ASTE �^ "" o CHECKED BY: 4288 STORMWATER UTIUTY •S'- DATE 3 .•�� •,L\�p \� CHECKED BY: X . PARKS i RECREATION DALE ` /ONAL• CHECKED BY: AlkagNEER DATE CHECKED BY: _ REVISIONS: DATE: F y DESIGNED BY: DRAWN BY: APPROVED BY: COLLEGE WILLOX IMPROVEMENTS PROJECT SHEET CITY OF FORT COLLINS, COLORADO ''' MPo Es 23 Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=30' I 04 2s 1 o STORM SYSTEM PLAN AND PROFILE I 65 Cl - 299 4985 4982 4979 CPyV 4973 4970 T — S SS►DD — SAWCUT LINE (TYP) — w w E JA EX ROW �I. PERF 4" SCH 40 PVC DRAIN = � SKOO,Q� CONNECT PERF 4" SCH PVC DRAIN TO m 8 y .. U O In_ w ?FZZO 1U7 U + 0 �N o + mi r=mn F�> � Z �altlonW �oa$- N it zU7 88 ^1<-�7C1� La S n PROPO D GRADE EXISTING GRADE - ^V TELEPHONE=77.4 TO BE RELO ATED 30 LF 24" RCP O 0.20% 97 LF 24" RCP O 0.205 w 89 LF 24" RCP O 0. 07L 1 BE RELOCATED 15 LF TO EX 24" RCP ELECTRI BE RELOCATE w TELEPHONE=716.3 TO •m STORM B ITITZIN 11 +00 11+60 12+20 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION I - i {�I PVC DRAIN O MIN. EX. \ OUT INTO MH.H.. r CLEANOUTT 7r - - - - T- - - () {*-FAA II7i.00 SAWCUT LINE (TYP)�I 4985 4985 4982 4982 4979 4979 4976 4976 4973 4973 4970 4970 0 ll =ems. CR + Won +m LL 00;� 0� 8n <� 1 1 �> < 1 n N 1 > cncn,t FEZ cn Ir. re EXISTING GRADE PROPOSED GRADE 4 24 LF 18" RCP O 0.50% STORM B I Fort Collins 10+40 MPO ES SCALE: DATE: 1 "=30' I 04/26/10 4985 4982 4979 4976 4973 4970 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CAL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 3. STATIONING IS CENTER OF STRUCTURE. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 5. EXISTING UTILITY CROSSINGS SHOWN IN PROFILE ARE APPROXIMATE. 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' 1218 W. Ash, d C Win Windsor .Colorarado 80550 Phone: (970) 674-3300 Fax (970)674-3303 INTER WEST CO NSU LTING GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF ,' r, f APPROVED: �41 \�11LIJ. 'r1✓_�' L"/P CITY ENGINEER DATE 0 R CHECKED BY: 1 WATER ee AS1E URL! DATE CHECKED BY: s' 'I 164 68 STO wAvylILITY DATE CHECKED BY: lti-LII�.'' lye PARKS k RECREARON DATE ass/�AE�� CHECKED BY: �A TRAFFIC ENGINEER DATE CHECKED BY: ArrrcUVtu CST: COLLEGE/WILLOX IMPROVEMENTS PROJECT CHECKED BY: (DATE: STORM SYSTEM PLAN AND PROFILE Itt 1 24 OF 65 C1 - 299 N \ I 30 15 0 30 60 HORIZONTAL C.a SCALE: 1 " = 30' \ VERTICAL \ SCALE: 1 " = 3' LEEGE/VUS \ \ \ HOLO/NGS, LLC \ \ \\ \ � \ 5 LF OF B' WATERLINE \ \ \ \ \ \ \ 8"x6" SWIVEL TEE W/ TB \\\ / \ \ 8" PLUG W/ TB (W) \\ / FIRE HYDRANT \ \\ COLLEGE STA 18+88 LT 49' \ PROP ROW ASSEMBLY \ \ \ \ COLLEGE STA 18+83 LT 49'ti \ \ \ \ \ G G G G G FO BUS STOP FO TFO TFO TFO L------7------T -- \ \\ \\ - - - - - - - - - - - - - - - - - - - - - - 112 LF OF 8" WATERLINE \ \\ \\ \ \\ \\ 17 y 18+OD 19+00 \ \\ \\ -1 - - -I - �- - -i -\-T - II4 REMOVE EX 6" PLUG AND TB \ \\ INSTALL WKS" REDUCER \ \\ AND 8- GATE VALVE (W) \ \\ COLLEGE STA 18+90 RT 63' f 0 \ \\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C E C-fir• \\ \\\ EXISTING FIRE HYDRANT 1 \ STORM SYSTEM ( AND VALVE I- \ \ \ --7, () -\-\ ® EXISTING 6" WATERLINE \ \ GRAPE STREET WATERLINE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE CITY WATER AND WASTEWATER DEPARTMENT PRIOR TO CONSTRUCTION. 2. LIMITS OF PAVEMENT REMOVAL WILL BE DETERMINED IN THE FIELD BASED ON EXISTING CONCRETE JOINTS. 3. NEW WATERLINE MAY BE OPEN CUT WITH THE TRENCH COMPLETELY FLOWFILLED OR MAY BE DIRECT BORED. 4. WATERLINE SHALL BE 8" PVC C900 (CLASS 150) WITH TRACER WIRE. FIRE HYDRANT LEAD SHALL BE PVC C900 (CLASS 200) WITH TRACER WIRE. 5. FITTINGS, EXCAVATION, BACKFILL (FLOWFILU, THRUST RESTRAINT, TRACER WIRE, AND ANY OTHER APPURTENANCES ARE INCIDENTAL TO THE WATERLINE. PAY QUANTITIES SHALL BE: - WATERLINE 8" - 1 12 LF -WATERLINE 6"-5 LF - GATE VALVE 6" - i EACH - GATE VALVE 8" - i EACH - FIRE HYDRANT ASSEMBLY - 1 EACH 6. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 7. CONTRACTOR WILL BE RESPONSIBLE FOR TESTING AND TRAFFIC CONTROL RELATED TO THIS WATERLINE CONSTRUCTION. 8. LOWERINGS ARE NOT ANTICIPATED, BUT IF A LOWERING IS REQUIRED, IT WILL BE INCIDENTAL TO THE WATERLINE COST. CONTACT ENGINEER IF CONFLICTS ARE FOUND. 9. SEE DETAILS THIS SHEET FOR CONSTRUCTION. 10. TRACER STATIONS WILL BE INSTALLED ADJACENT TO THE EXISTING AND PROPOSED FIRE HYDRANTS. 1 1. CONCRETE PAVEMENT REMOVAL WILL BE PAID UNDER "REMOVAL OF CONCRETE PAVEMENT (PATCHING) " AND MEASURED IN THE FIELD. CONCRETE PAVEMENT REPLACEMENT WILL BE PAIN UNDER "CONCRETE PAVEMENT (8" DEPTH) - (PATCHING) AND WILL BE MEASURED IN THE FIELD. 7/1r LID SECTION VIEW MUELLER HYDRANT NUMBER A-423 OR SAMOA PACER 250 LOCATCN STATION (PVC PIPE ONLY) all IRNMY 6< INCHES MRS" FLOW-nLL ee INCHES YAMRMI HYDRANT ORAN OPENOM MUST wWM CLEAR OF aEENTRucnaxs (1 °00 12 K no�a0 Oo O VALVE BOX SECTION 02541) D1 WIRE ILY) EL TEE 6 NCI DI& PIPE �p e°op�0 REOUFNT �,p. SEAT GA GATE VALVE ° °O 1e IN. o O0O e M SHEET OF HYDRANT GRAVEL POLYETHYLENE Kpa (HT. SECTION 02844) TRUST ELM GRAVIryTYy Jp ANCHOR (TTP.) SEE OETAL 4-0 THRUST BLOC! SEE DETAIL SEMER MAN OR - GENERAL NOTES: 1. SEE DETAIL 2 FOR 71RNST BLOC( SZWa 2 SEE DETAIL SIB FOR C1AN7Y BLOCK O1NG. 3. ALL FITINOS AND JOINTS N LOw70M AREA 70 K RESTRAINED N ACCORDANCE NTH SECION 02815-*BA OR SECTION 028=-2.2A AS APPLICABLE A ALL W.P. PIP AND RTING9 SHALL BE WRAPPED NTH POLYETHYLENE ENCASEMENT. NOTE RESTRAIN ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.SJ. INTERNAL STATIC PRESSURE VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR 'F'. 'F' " ACTUhMOUNRE (REQUIRED FOR VERTICAL BEND GRAVITY ANCHORS FOR 150 P.S.I. PRESSURE). BOTTOM BAR SIZES FOR 150 P.S.I. LESS THAN NO. OF BARS h SIZE 6OCF 2 1/2 N. 90CF 2 5/8 IN. 13" 2 3/4 IN. 2000E 2 1 N. 4OCCF 2 1 N. 600CF 3 1 N. CONCRETE GRAVITY BLOCK VOLUME WATER MAIN SIZE (RNGIHES) BENDS 45. (FT•3) 22 1/2' (FT.) 11 1/4• 4 15.9 5.6 4A 6 35.3 19.1 9.7 8 6*4 33.8 17.2 10 95.4 51.8 26.3 12 136.4 73.8 37.6 14 184.7 100.0 51.0 1s 240.9 130.4 66.5 Lem g,, REFERENCE SPSC M'/,TCB lesa-s FOR CP TEST SEADDN RFWW 24 NCI MK s, I 2 NetwmNa aPFDIGOR GRAVITY ANCHOR DETAIL VALVE BOX SECTION VIEW L KICIR TTATM H W WOO FOIE LOCATOR SEA710N BOII RFweVVIMK THRUST BLOCK (W����) BOlg NO ETC), RETANNO BOIAET ORCMNE (ALLOT D WIB6, WUOe OR FENCES ALLOWED wTN 4 FEET ai FARE HYDRANT. WALLS O FARE HYDRANT PMO, VALVES, Etc. SMALL BE SWAPPED N POLYETHYLENE CP TEST AND LOCATOR STATION BOX FIRE HYDRANT INSTALLATION WATER MAIN LOWERING WATER MAIN LOWERING CITY OF FOR COLLINS STORMWATER APPROVE®B DETAIL 25 CITY OF FORT GOWNS UnuTIEs STORM WATER '0�=B DETAIL DATES' /00 CITY OF FORT COWNS UTILITIES STORMWATER DA1D0/00 DETAILOMB CITY OF FORT COLLINSCOLLNS UTILITIES STORMWATER DETAIL DATM0/00 4B CIATFk/ll/D5 UTILITIES CONSTRUCTION DETAILS CONSTRUCTION DETAILS 3 CONSTRUCTION DETAILS 4A `�� CONSTRUCTION DETAILS DRAWN BY: ` DRAWN BYSKC `� DRAWN BYSKC DRAWN BYSKC A LOWER LAST OF TRENCH WALL SLOP" PETAL LIFT • _. SOIL TYPICAL BEND D~ 12 1N. MATERIAL BEARING_•4,, M. SURFACE IINDMTNBm SOL + PIPE O.D. TYPICAL CROSS-SECTION .. ;.�.... 4 K MAIL • lM AL LIFT SHALL NOT EXCEED 2 FEET N DEPTH. HOTEL GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 N04ES BELOW BOTTOM OF PIPE AND A MINIMUM OF 12 NOES ABOVE TOP OF PIPE SOIL L3 MINIMUM BEARING SURFACE AREA (BQ FT.) POPE BEADS TEE OR S12E 11 1/4' i/ - 45' 90' DEAD 1 END S• 1.0 1.5 2.5 4Z 3.5 S• 1.5 1 2.5 1 4.5 1 &0 S5 12' 3.0 1 4.3 1 9.0 1 16.3 1 12.0 16' 4.6 1 9.e 1 18.9 1 34.7 24.5 BEARING SURFACES ARE A IBM" REGOEMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPGNSOUTY TO DESIGN EACH THRUST BLOCK. GENERAL NOTES: 1. Bearing surface areas shown In chart are minimum. 2. All fittings to be wrapped with polyethylene. 3. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. 4. Thrust blocks an pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. 5. Refer to Section 03300 for concrete requirements. MAIN SEE NOTE STREET WIRE NOTES. 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WINE * TRACER WIRE SHALL BE SINGLE CONDUCTOR /12 STRANDED COPPER WITH TYPE THAN AN OR TH INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SMALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE RECURRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT -BOLT CONNECTORS AND ROYSTON 'NNI SPLICE -RIGHT" SPLICE KITS. 3 FOR LOCATOR STATION DETAILS SEE DETAIL 25 4, TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPUCED TOGETHER. WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) STANDARD CONCRETE THRUST BLOCKS PVC WATER MAIN - TRACER WIRE DETAIL CITY of Foar COLLINS ® UTIUTIES 1rerNNr STORMWATER CONSTRUCTION DETAILS I APPROVEOB DETAIL 1-- 1�DATES/oo DRAWN el YscC ® ��1tOr CITY OF FORT cowNs UTILITIES STORMWATER CONSTRUCTION DETAILS '1PPROVEQB DATES/00 DRAIN BYSI(c DETAIL 2 CITYof FORT COLLINS ® UTILITIES �Arr. STORMWATER CONSTRUCTION DETAILS APPROVEVB I DA 116/07 DRAWN er DETAIL 30 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INTERWEST 1218 W. Ash, Suite C Windsor. Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF 4? APPROVED:�:_L CITY ENGINEER e R CHECKED BY: • „ o WA49 & WASTEWATER vnur(� o CHECKED BY. �• - 288 s wAm/^�t unuTv • CHECKED BY: n • 't' d RECREATN3N 00 /ONAL CHECKED BY: - TRAFFIC� EI1GINEER CHECKED BY: _ REVISIONS: DATE-• EET CITY OF FORT COLLINS, COLORADOB DESIGMPONED Y: (DRAWN ES APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT SH24A Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION - 1YF-30' 04 2s 10 IL GRAPE STREET WATERLINE 65 C1 - 299 N A V III IP o I � r IP O I PROP ROW LAMPLIGHTER II LODGING, INC. O — I i I O v_ IP w IP I O I O II 498�/ — � I \EX`ROO) I I \ LLI CONTROL I I I A I 3 3 I II ly l I I I I� C)� 44 3 M/N/ MART I,���� of M O N P.U.D. I —� I w� I 8 y \\� �0. `§' I I J �� I I0I OQ 3 — _ IP •., EX ROW ATCHLINE SEE SHEET 26 IP G—G—�— J �� . , ` a •... ,. .. ' W.. W a T T 7 r y Will �C�l �� s.r © I► `1� 1 0 REA �I II "I- LOT 1 PEREZ I ° MINOR SUB. A ' I ® PROP ROW— F_ -, I L_j — I — — HAAS � --—T--1------- w� — W EX ROW. 982--- — _ — _ w EAST WILLOX LN. 51+00 52+00 — — — 4g82 w — W W T _ . E E c �\ —EX ROW — o— "�— IP I — I � I 1 I I to '• I I L �\ _—J 0 \ / �y I II I --s� ---- I" LOT 1 I, i I I I I I�--- WILLOX t I 1 •. 11 LOT 1 11 CROSSING P. U.D. z l �1 IF i ■ 1 1 =1 G COUNTRY CLUB CORNERS THIRD 17 EEI 11 i ss I C j I 11 ®I . M 1 — — — — — — - -- -- I I 11. I NI SF L —'I I ----- I I BRECKENRIDGE CONTRACTOR TO PROVIDE CONSTRUCTION ENTRANCE(S) 8 CONCRETE WASHOUT(S) AS NECESSARY EX ROW I I I I --—� 8T I -- s�'�-- �---- - I — W G t— —G� c GRAPEST. X LEGENDS HOLDINGS, LLC Hal Ox tCONTROL w SF CONTROL OLL �IIIIIII 1 X X PROP ROW OOI / X O I _ I � II . HALL ADD II FIRST I I I I • '. I I II — � a -- ---- 4988� — — — u L I I kLjjO' O I 81 4I Y.I MATCHLIN ( IP X k E-7 IX 30 15 0 30 60 SCALE1 " = 30' LEGEND FLOW DIRECTION s aR s s w; as W a +r x EXISTING PIPES PROPOSED STORM PIPE PROPOSED INLET LOCATION EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR 4905 PROPOSED 5' CONTOUR ■ x SILT FENCE OCONSTRUCTION ENTRANCE INLET PROTECTION (NEED TO BE O APPROVED BY CITY PRIOR TO INSTALLATION) ORANGE CONSTRUCTION FENCE Is a la o Is (APPROXIMATE LOCATION) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 rAl I 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U 1. T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEER 0 If • w. CHECKED BY: fW ' — wA k w STEW unn u • • CHECKED BY: Al 34288 wA IV ITY 1 � '.,•ytiil `' CHECKED BY: V • - o;' PARKS d RECREATION S/ONAL CHECKED BY: _ TRQ ENGINEER CHECKED BY: _ REVISIONS: DATE: a DESIGNED BY: DRAWN BY: APPROVED BY: V, COLLEGE WILLOX IMPROVEMENTS PROJECT SHEET CITY OF FORT COLLINS, COLORADO F` ` " MPo Es 25 ort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=30' I 04 26 1 o EROSION CONTROL PLAN —COLLEGE 65 C1 299 V I I I o III W^ 3 �' IL_ - -- I r MINI MART I, '1 J 1 I z o - - - - $ y J N PROP ROW r— 3 P.U.D. I\ �� / I w' I 8 V j I I I I I 4 o� I �� 3 I I 1 � wI�I I _ . I ZQ I � —___ I I I •, O J HAAs I 3 SF ----- —_ — I I— — _____ I 4wL 1—I EX. ROWMATCHLINEwSEE SHEET25)OR�—CX ROW 4982vm, ' . '• ILC[ G • G . ' �� ra- . �3 , eye I . i _ *°G �. M Lr-G G—G o °''� ` • �'—Gw. - — — — — — — I T T T T + T 1 ..1 IP M w EAST W/LLOX LN. 3 / / 48+00 49+00 c� .,4 • . SD+00 - 51+00 _ — — - - 52+00 - - -- 53+00 - 54+00 ---- WH . . - I- j• o T T I w' : ' • 4982 `n MLLOX CONTROL LINE -\ 7 �. • W- W W w W W W W �� ac ° w _------- W_ F' �. , �- P _------- _------- --------------------�. �Y E _ E E@ -- �� EX ROW • �'' :°. U. -__- - __ __- v f-�- -E E ✓� __ --___ � -- - SF �� • C �\ fir^ C C C C C C - - — _ �- E E E c i..a M --- T ��� _—i_i6E1iMC ,- — G �� . E c �• .. O — — � � _— — — — 7 r ► REq Tc— IP -EX ROW -- I_I I �� •I r_______________—_-,+--- - �- - I — l� I I I I I EI:.. ---� i GL, p� G E E E I— E E 1 E E �° I —� G G _ \�\ _ • �I I II �L• ���Ii I I I _r I - c� — — G — c --I ---_-- L---------I II _ II lej o G ,. '. I __ _ I I I I-- 1� / LOT2 1 LOT I \ I I I 1II -— — — — — — — I LOT4 . COUNTRY CLUB WILLox _ __ J• w I LOT I I I I I COUNTRY CLUB s_ I I I I 1 I CORNERS THIRD 1 CROSSING R U.D, s l ( 11 1 P I■ I I I -I G COUNTRY CLUB III I I CORNERS THIRD I CORNERS THIRD x l IN I \t,��^� II ■ I I. IP �l• I I:I I I 1 I -- STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE PLAN NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF SEPTEMBER, 2003 ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER CONTRACTOR TO PROVIDE PUBLIC FACILITIES. � 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 9. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION CONSTRUCTION ENTRANCE(S) MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR 3 DESIGNATED ON L THE ACCEPTED PLANS. CLEANED ACTIVITY OUTSIDE THE LIMITS CLEANEDOTHER UAT THBLIC E END OF EACH HTS OF WAY, A"KING DAY. ND MAKE RE STREETS AND WALKWAYS ARE & CONCRETE WASHOUT(S) 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY AS NECESSARY INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS UNITED STATES. INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE SF _ . _ - iwa - ----- 4. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE man m a -■ Iva in m 0 ■ RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND -- �- BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR 12. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (COPS) �t EX ROW OHf INSTALLING AND MAINTAINING ALL EROSION CONTROL FACIUTIES SHOWN HEREIN. REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE _ OZ` \ OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. In 5. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING .-- --- - OHf\ WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, Z• - SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION UTTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE JOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. AND DISPOSALATEVER OFRES ARE POLLUTANTS ONARY THETSITESSURE THE IN ACCORDANCEENTH ANYAND _ SF - - - E — - - - - - - E - -- E 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. - - _ _ O`Z' GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC. MALL BE KEPT -_-_ :t ) 13. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK U T 7 T T T L `�+- / IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN L 4g7 T w T IP --�-_ I UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS 1-' T _� ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY oo EAST WiLLoxLN —� T - / - RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION - _ - - - MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND _ EROSION CONH LANDSCAPING PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. �00 ,�+� T � - � - _ -- - �� N CONTROL (E.G.(E. G. SEED/MULCH, ETC.) IS INSTALLED, + 3 T - _ _ _ _ - - _ _ O`Z' - UNLESS OTHERWISE APPROVED BY THE CITY. 14. CONDITIONS IN THE FIELD MAY T EROSIC14 CONTROL MEASURES IN _ _ _ -- _ _- _- _ _ _ _ _ _ _ _ _ _ _ __ ❑ WARRANT 60+ T - �^ �• 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL T T T T T T ��_ EROSION CONTROL MEASURES SHALL: IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED 497 IP BY THE CITY. W w w A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND (qr W 4 DO W w 4978 ��_ e1+� AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO W WV - S -- S 52+00 g O S 83+00 6� ENSURE THE CONTINUED PERFORMANCE OF T f i—T _ } - , B. REMAIN THEIR INTENDED PUCE UNTIL SUCH TIME AS ALL THE SURROUNDING G G i • - - - W DISTURBED AREAS ARE SUFFICIENTLY STABILIZED 'F� •C, F —� �' - -�� AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C C 7 —� �. f-�\C� �� '` • w-� Wy 4 y C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS - -- E E ^ - - - - - W --g} w -X'" W ■ DETERMINED BY THE EROSION CONTROL G �. W W w n ` �— E _= Gam•= - - - - - - - -_- - - - - - - - / - - - - - - �` INSPECTOR. W. Windsor, Ch, Suite C z� T � — _ d — T , �� —�--= = _ \�\\ / — - CALL UTILITY NOTIFICATION Phone: (9 0) 674-3300Colorado 550 RI W-,I-C _� �- - - - ` - -� --- - _G _ - - - `` G_ CENTER OFCOLORADO Fax: (970) 674-3303 •• 8• 1 1 N T E R W E 8 T C O N S U L T I N G G R O U P —C OKE E —�� �� \ 3 _ , - LALL 2-BUSINESS DAYS IN ADVANCE HE--Cn E E C �. BEFORE YOU DIG, GRADE, OR EXCAVATE G G G 11 1 OHE C G —G G 1 tQw FOR THE MARKING OF UNDERGROUND OH C 1C�_C C "J CITY OF FORT COLLINS, COLORADO —C MEMBER smriT �- MEMBER UTILITIES. �(��\�\y G G W UTILITY PLAN APPROVAL h A O O OHE PREPARED UNDER THE DIRECT SUPERVISION OF `% OHE � OHE-OHE_ HE OHE OH I OH , I\ I I � �• I� m -� E I APPROVED: / - LOT f, BLK 2 I I I /f CITY ENGINEER DATE REPLATNO. 1 OF I i O CHECKED BY: EVERGREEN PARK \\ o AfA- WATER : ASTEW nun DATE u� • CHECKED BY*.. 288STORMWA AUTIUTY DATE .ti, I^I ZZl(0.: �4' CHECKED BY:PARKS N. RECREATION DATE 30 15 0 30 60 F •• L /ONAL• CHECKED BY: �Li — 7RAfFIC ENgNEER DATE SCALE: 1" = 30' CHECKED BY: DATE REVISIONS. DATE: CITY OF FORT COLLINS, COLORADO 1 °ESIGMDpoY: IDRAwNES APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT S"26 Iy,; Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=30' I 04 26 10 I EROSION CONTROL PLAN—WILLOX 65 C1 - 299 O. N C1 299 CK O� N Cl - 299 c� 6' PEDESTRIAN REFUGE LANDSCAPE HARDSCAPE ~MEDIAN COVER MEDIAN COVEF r� /-4" PCC ------------------� J U FL —FL t TRAVEL 12' LEFT 12' TRAVEL BIKE TURN VARIES VARIES 6' VERTICAL CURB 2" HBP (GRADING S) AND GUTTER WITH 4" HBP (GRADING SG) 8" ABC 2' GUTTER PAN (2" INFLOW) 6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) W. WILLOX AVE 6" SIDEWALK TYPICAL SECTION 6" COMPACTED SUBGF (SHOWN @ STA 48+75 FACING WEST) NTS 3 W LANDSCAPE 15' UE do CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 26' TRAVEL 12' TRUCK APRON 53'f LANDSCAPE AREA 12' TRUCK APRON 8" PCC 2% 2% 8" PCC VARIES 10" PCC 6" ABC 6" VERTICAL CURB AND GUTTER WITH 3' GUTTER PAN (1" INFLOW) 4" MOUNTABLE CURB AND GUTTER WITH 2' GUTTER PAN (2" OUTFALL) (4" CURB HEAD, 8" FACE) 4" MOUNTABLE CURB AND GUTTER WITH 2' GUTTER PAN (2" OUTFALL) (4" CURB HEAD, 8" FACE) TYPICAL SECTION "A•ATT NTS HQM SEE SURFACING PLAN FOR PCC TREATMENT AND CURB AND GUTTER DETAILS AT ROUNDABOUT. TRAVEL VARIES 10" PCC 6" ABC 6" VERTICAL CURB AND GUTTER WITH 3' GUTTER PAN (1" INFLOW) 6' PEDESTRIAI REFUGE HARDSCAPE EDIAN COVER r4" PCC SPLASH BLOCK 4' HARDSCAPED TRUCK APR01 TRAVEL LANE 12' TRUCK APRON 53'f LANDSCAPE AREA 12' TRUCK APRON TRAVEL LANE WIDTH VARIES WIDTH VARIES 8" PCC 2% 2% 8' PCC VARIES VARIES 8" PCC' \_10" PCC 6" ABC 6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) 6" SIDEWALK W/ 6' COMPACTED SUBGRADE 4" MOUNTABLE CURB AND GUTTER WITH 2' GUTTER PAN (2" OUTFALL) (4" CURB HEAD, 8" FACE) 4" MOUNTABLE CURB AND GUTTER WITH 2' GUTTER PAN (2" OUTFALL) (4' CURB HEAD, 8" FACE) TYPICAL SECTION "B-B" NTS N2M SEE SURFACING PLAN FOR PCC TREATMENT AND CURB AND GUTTER DETAILS AT ROUNDABOUT. 10" PCC) 6" ABC 6' MOUNTABLE CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) 3 _jwZ o it U In _j Of 60' ROW 52.5' ROW 56't FL —FL 33't FL —FL 7.0' 13' RIGHT 612' TRAVEL 12' TRAVEL 13' LEFT 6' 13' TRAVEL 12' TRAVEL 8 10.5' TURN BIKE' TURN MEDIAN BIKE 11' 12' 12' 1 V 12' 12' 6 �I 3" HBP 3" HBP DOWEL TO EX CONCI PAVEMENT DOWEL TO EX CONC PAVEMENT (GRADING S)* (GRADING S)* VARIES I I I 29; 2% I VARIES I MIN MIN 3" HBP (GRADING S)* 3" HBP (GRADING S)* 8" PCC 8" PCC** 6" VERTICAL CURB 6" ABC EX CONC PAVEMENT 6" ABC 6" VERTICAL CURB AND GUTTER WITH (ALL EX ASPHALT AND GUTTER WITH V2' GUTTER PAN (2" INFLOW) TO BE REMOVED) 2' GUTTER PAN (2- INFLOW) MODIFIED W/ 8" THICK PAN 6" VERTICAL CURB MODIFIED W/ 8" THICK PAN (DOWEL CURB TO CONC PAVEMENT) AND GUTTER WITH (DOWEL CURB TO CONC PAVEMENT) 1' GUTTER PAN (i" OUTFALL) 6" SIDEWALK W/ (DOWEL CURB TO EX CONIC PAVEMENT) 6" SIDEWALK 6" COMPACTED SUBGRADE 6" COMPACTED SUBGRADE COLLEGE AVE TYPICAL SECTION (SHOWN @ STA 1 1 +00 FACING NORTH) NTS J U 3 2 W I 66't FL -FL _11' RIGHT 6' 12' TRAVEL 12' LEFT 12' TRAVEL VARIES 7't EX TURN BIKE TURN BIKE PARKWAY 5 D. VARIES VARIES 2" HBP (GRADING S) 2" MILL AND J EX SW] 4" HBP (GRADING SG) R Y HBP GRADING S EX C&G 8" ABC OVE LA ( ) (WIDTH VARIES) V6- VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) 6" SIDEWALK W/ E . WI LLOX AVE 6" COMPACTED SUBGRADE TYPICAL SECTION (SHOWN @ STA 51 +75 FACING EAST) NTS Fort Collins MPO I ES SCALE: DATE: CHECKED BY: DATE: N/A I 04/26/10 \-8" PCC 6' SIDEWALK W/, 6" COMPACTED SUBGRADE *ON COLLEGE AVENUE PAVEMENT FABRIC SHALL BE INSTALLED AT THE BOTTOM OF THE 3" ASPHALT SECTION. AN ALTERNATE TO THE FABRIC IS A 1" REFLECTIVE CRACK INTERLAYER UNDER 2' OF HBP. LANDSCAPE MEDIAN COVERT **JOINT PCC PAVEMENT PER STANDARD M-412-1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 .QA I 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. COLLEGE/WILLOX IMPR TYPICAL S INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER 1HE DIRECT SUPERw" OF APPROVED: G CITY ENGINEER L CHECKED BY: WA * w TEwA unu1Y !-• NO• • I • a CHECKED BY: J 54 WA u UTY O ••�I,`,L1 ��D: �� CHECKED BY: 1 P TA cREAnaN _ T l ell s/OIVAL•E\� CHECKED BY: (� TRAFFlC ENGINEER �- CHECKED BY: _ OVEMENTS PROJECT "SHEE 3 ECTIONS OF `5 C1 - 299 O� N Cl - 299 r- v Cl - 299 IOU 51 +50 4984 4980 4976 3 w 94 80 76 —100 —80 —60 —40 —20 0 20 40 60 4984 Q'I•I�; 49 — ` r EX GRADE (TYP) I PROP GRADE (T)P) o C4 � m � t m Of ~ 49 53+50 W W 4984 4:1 (TYP) i I 4976 OR 0 co 4984 4980 4976 —100 —80 —60 —40 —20 0 20 40 60 60 100 kz 51 +00 53+00 W W W W .91%C4 < M FT co C4 co 00 4984 4976 4976 —100 —80 —60 —40 —20 0 20 40 60 60 100 50+50 4988 4988 4984 — 4984 491M C4 4980 a of N W C4 OD —100 —80 —60 —40 —20 0 20 40 60 80 100 50+00 W W 4988 4988 — — — — — 4984 — — — 4984 4980 4980 m f f —100 —80 —60 —40 —20 0 20 40 60 80 100 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 4984 49M 4976 \ 4984 4980 4976 —100 —80 —60 —40 —20 0 20 40 60 80 100 4984 4980 4976 .. o 00 w Of W f f 52+50 W W 4984 4980 4976 —100 —80 —60 —40 —20 0 20 40 60 80 100 52+00 0 4984 4980 4976 4984 4980 4976 —100 —80 —60 —40 —20 0 20 40 60 80 "DESIGNED BY: DRAWN BY: "APPROVED BY: v ,r MPO I ES Fort Collins CO SCALE: DATE: CHECKED BY: DATE: 1"=20' I 04/26/10 . I 20 10 0 20 40 HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: I '' = 4' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 1218 W. Ash, Suite C Windsor, Colorado 80550 LAU 2—BUSINESS DAYS IN ADVANCE Phone: (970) 674-3300 BEFORE YOU DIG, GRADE, OR EXCAVATE Fax: (970) 674-3303 FOR THE MARKING OF UNDERGROUND I N T E R W E S T [CO S U L T I N G G R O U P MEMBER UTILITIES. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF / APPROVED: 1, CITY EI NEER DATE RE Ar CHECKED BY: ' -' WA R ATE UII DATE o" - c� �• U • � o CHECKED BY: 4288 STORMWATER t UTIUTY DATE ~•� ` 110 t� CHECKED BY: •••1.1,ti 7y PARKS : RECREATION DATE to •• •w...-. �� /ONAL CHECKED BY -..ENGINEER DATE CHECKED BY: DATE LLEGE/WILLOX IMPROVEMENTS PROJECT SHEET 31 CROSS SEC TIONS-WILLOX I V 1 OF �.9� C1 - 299 C1 - 299 m A lV G1 _ 299 a N I thBa�d W�1Jtf°� PERSPECTIVE Ramp R necessary` Rlart W Wey Ins , \ x - Cub TronaRbn Length Y - PWkvday Width In Type I Appromo h W DrnevlrW WKIth (See Drawing 707) t - Concaete Thickneee - minmun 8' Type I With Detached SK wak Type It - Wrth Attatlrd Sidewalk Refer to C*wWW 4 for minimum removal dimensions W - WK7t1 rl A f-B — I W i i• i W I i i W i N I€ ( 3ldewek —2 fTWIXBOOK aCurb wtdehvanw I x e•o I TYPE II :fz DGM18ON 7— 1 124! w�,.i SECTION B-B NOTE, N.T.S WALK Y 1. Comets orhmmmy rn aA he ' provWed to Vm o"V" Vm 1'4e COPE - 1 Pg7 FT •t WALK TaEgn0N A -A NTS STANDARD DRIVEIPAY APPROACH (TYPES I & II) IARIYER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING _ ST U STANDARDS DRAWINGS DATE: 04/01/07 706 it in \ � N v� a I r- I � •C U STREET INTERSECTION CROSSPAN LAFMR COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 708 ol 30 - • € s W E LL r s SSe � F u STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & PJ} LARIMER COUNTY REVISION N0: 2 DRAWING URBAN AREA i CONSTRUCTION �____-____ STREET STANDARDS DRAWINGS DATE: 04/01/07 707 x Narles, See glens Xmax-2 0) 7 7 /a j e SECTION B-B • I PLAN MEIN Nava. 51e Rolled Seeel Treed Plae '' LerpVt � DDBeI plMa VrbB L - 7 1/0 x 1 tµ x lrnswmt ' x 1 Flat f•leatl Meet. 2 Chew and cover plow run from rew B'see or Ewctro-oeN. Right of W1pr Ins w flow line unless eh 12 an aenwr .aaaaed by the E•ngvheer lam bom eidw) With aro walk, over plow exlertds a va+ m to drilled erW horn property line m tap d wok facer threaded to recehe screw refs ro be dulled to albw 3' •a Bar Welded at 12 on SECTION C-+`. t°eKtx>d n0Dthe �� aerrarrveaon tBtortaaro Anotcor Syp�el both a�) Or equivalent. (lyploal bolt eldw) COMBINATION CURB, GUTTER, AND SIDEWALK VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARII4ER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 709 a � • e p`p a 8 (7 � w O L Z �g8S�$ z Q m m � v BUS BAY AND STOP STANDARD :UIRMB ER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING ANAREADRAWINGSSET STANDARDS DATE: 04/01/07 711 TANDARD DETAILS FOR RAISED MEDIAN GEOMETRY LARIlIER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWING STREET STANDARDS DATE: 04/O1/07 8O1 INTERWEST 1218 W. Ash, Suite C Windsor ,Colorado 80560 Phone: (970)674-3300 Fax: (970)674-3303 CONSULTING G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEER DATE pD•• � CHECKED BY: rk 47 k CATER UTIU DATE O •fit^ 'e- U . � O CHECKED BY: ,.�,L-�a -, 4288 Nw un DATE 1 D � CHECKED BY: rV .r`' ••.• ��'Lti � � fly PARKS :RECREATION DALE /aNAL•��\ CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: REVISIONS: DATE; - fDESIGNED BY: DRAWN BY: -APPROVED BY: - COLLEGE WILLOX IMPROVEMENTS PROJECT i 'Fittl CITY OF FORT COLLINS, COLORADO .FortCOi6. 1111S MPo � Es � 34 SCALE: (DATE: CHECKED BY: (DATE: DETAIL SHEET OF ENGINEERING DIVISION NA 04/26/10 65 C1 - 299 r�• I Stop* UP to Match I aneled Pahrernsnl Depress ring 1A1 to 59 below adlaoerV Ill AN e0 60'Mt Wade BbalpM cur around ring Omer Final aaI: I sh. O b -_ - Cuxhaess grade nrhg to match elope R f—mil grade Shin / Orcut Existing base OMS'W / / I I ._ Grade ring Support wish Ghat 8 01 and ammi wsh High Strength Manhole Gran NOTE 1 Grose "I be a mb*jm of 100 The Grout rnx, 25 be w ter (3.12 Golf and 100 be of said 0011 ..Oil g to ASTM C-35. 2 Merinoba "I not be 100ata 'in crompwnw gLmwv, Or *these Path 3 Shen aid pout to meM• MV and Oder Itush with ens fin lrod pava"I"m surface STANDARD MANHOLE COVER LARII[ER COUNTY CONSTRUCTION I REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Cwmhwx:a re R•Wwto to Sparalon J•Maawwa DETACHED e SGEWO" gr'VEWAY SECTION A -A A I Sdwx•k Thdwaw Bhha a• C mnmwn NOTE. 1 sawwk Goa we rrrrn c"mm aaamii Wk qr 2 Fv'kaaly e••gn raqurwMOMa a•a 00NW •all■. 7M & 7W a Tha d@W llPpl•• b Raalaar 1 a owmme• OMwge STANDARD SIDEWALK LAR11M COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA 7 STREET 3T DAN ARDS DRAWINGS DATE: 04/01/07 1601 Sdewalk Base— •' PVC Condut SECTION A=A Sbev 15 0 A Z 2 O 00116 Bund es of J Conduits permitted (Schedule 40 mn ) Score Corx- a curb II l heed with x'to film* location of sbehrea NOTES: 1. Match location of aiseves on curb head. DETAIL 2. Depth of sbeve shall be no Was then 3 -0' below street grade 3. Bundles of Sleeves we permitted. 4 Sleeves shell be Installed with'Pull Wires' SLEEVE LOCATIONS LARIMER COUNTY CONSTRUCTION REVISION NO: I DRAWING URBAN AREA STREET STANDARDS DATE: 04/01/07 1202 -- Sops roawwk b Ckm 1M' Pw boi NOTE Corwux•Aaw•kwahpnewl0 name W a'Ped with eoorng m rnxb ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL R 1 • 114 SLAB TH CKNf'BS M WEAKENED PLANE JOINT 1? Expween �.b111 rrlwfe 1�e INSTALL N LOCATIONS SPEC F aD N CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS , DATE: 04/01/07 1602 Dan; or Poe 2 EACH S' BLADES MOUNTED TO POST Willi a EACH DRIVE FIVE'fB WIT/1 NYLON WASHERS R1_1 STOP SION 90 HIGH DENSfTYD1AMOND GRADE SION MOUNTED TO POST WITH 1 EACH DRIVE RNET Wrr H NYLON WASHER AGAINST SKIN FACE (ON TOP OF THE SKIN) THE BOTTOM OF THE SKIN SMALL BE MOUNT® WITH 1 EACH ryl 6x2-1,2 HEW SOLTWRH KWTA. AND FROM NYLON WASHERS (NYLON WASHER AGAINHf SKIN FACFj AND SECLJRED WTH 1 EACH SIB HEX NUT ON THE BALK SIDE OF POST. WMA FOR SINGLE Post FIw 9ph Paw Al&w x 1Rr Sit' 9RxS6 225x225x94 2x2x124 x 12UW 2'x2 x10 OR 12 12 GAUGE TELESPAR POST 2-1M CZ; iuiEt: r:1 Street Crib 2 I W Anchor (22F12AS1) Sm Fgue 15-1 NOTES: 1 Attach She sign p01e19 11011W to 1M post and use ovwslzed washers to keep the sign from bussing loose F.D. the Poet when ha by a vd"cle 2 Slgn panels should be mounted a mmknum oI 7 IW *bone ae pNarr W1t or ground 3 Slgns larger flan 36In•hea In length m wkM r"Wim wid hrscng nld MmilW post dsagn. 4 Anchor Stub and pool are Square *Mel tube OW10 atacQ 5 All No Parking signs Shall be Installed at 45'*Wn Flow'une /1100 SIGN POST LARIIIER COUNTY REVISION NO: 1 !14 WING URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS DATE: 04/O1/07 01 STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1413 1218 W Ash, Suite C Windsor, Colorado 60550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST CONSULTING GROUP CITY OF FORT COLLINS, COLORADO UTIL TY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: 6 CITY ENGINEER DATE CHECKED BY: IN v • �� WATER a WAS I UTI TY DATE CHECKED o • CHECKED BY: .J 428\8 STORMWATER UTILITY DATE L110 CHECKED BY: 'th . A • ••.�Iti 2\�ly PARKS a RECREATION DATE /�,L• CHECKED BY: TRAFFIC ENGINEER DATE I, CHECKED BY: REVISIONS: DATE: f DESIGNED BY: DRAWN BY: APPROVED BY: COLLEGE WILLOX IMPROVEMENTS PROJECT `rSHEET CITY OF FORT COLLINS, COLORADO F' r,r� ._ MPO I Es 35 Forst Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA ( 04 2L 10 I DETAIL SHEET 65 C1 - 299 CT 0N N f varm" Y v1scim pabtorMan Tnretm orin W Dahl rid Oa bank Of we k . Donne wa&r a rhaeded IIrDJ Warmed wamrp D■leaar Wood IIDat P mien Ivu Wax BTOOP'1 flniBl'1 s 1` QaMw A Cub (oPAlon■q CORNER LOCATION Only R readed Wood foot fNhiah Oau ran^p Twelli n beck of walk WID ) Will Bfmm Onsh '�.''�� � '�'p Broom finim ouaw A a 5 a Truncsted Dome UNn ) Waminp Dstecbon MID -BLOCK LOCATION at ONA COrrIBr s of to Ill cat dome vairro IQ fy 24 S tn,n.rWa,,m,.m. vision rig oJt3�— LL b� SECTION A -A NOTES' 1 08 Thicknim mW49 To arRim rang ales 2. " 1:25 Union a IandkV beheld ramp @hen ramp can be 1:12 weh 1:20 on to MrxaMd dome wamft ) 3. See CIOIIIIIIIIT. DWI. 114(D) ■rM IMF for Foft Collins. 4 RN OONtT. DWI. 1414, 1610 MW 1016 to Lovell FORT COLLINS ONLY E aOdt 0oil p 4r P h + Y H + ofN+M+ans� hNh,V+ Q p � p ■� �4yf '■D *sw Gs G Olb4bb�IfhE1>6 88 �,',d �r•ia�e G H TRUNCATED DOME WARNING FOR ACCESS RAMPS LAMMER COUNTY CONSTRUCTION REVISION NO: DRAWIN URBAN STREET STANDARDS DRAWINGS DATE: 04/01/07 1607 1.S ia/N1■Ilpl A OA' ih.\ tS TRAN■BOI — n Th■ lftd I nw wc� Haney ■.I A 4 4• IRR I rrlha�lr D.I. S% nM D/lreaah _t:&L M. r alNa r aide — — — — ' Y AI/ 7: t`i4F M AX Loom STAIOAID CRAY r Q Quli= RAMP 1IM PAWPOILLY CMAM 01111aE1E PLAN VIEW SECTION A -A N.TA M.T.S. NOTES 1 NO JOINTS ARE ALLOWED IN THE FLOWLINE SIX INCH WIDE CURB OR DUMMY JOINT MAY BE TOOLED NO CLOSER THAN S INCHES FROM FLOW LINE AS SHOWN 2. MINIMUM CONCRETE THICKNEBB IS B INCHES 3 JOINT PATTERN TO BE ACCORDING TO INTERSECTION GUTTER DETAIL OR AS DETERMINED BY THE LOCAL 4 WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES S. A e INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER S. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF S FEET 7 THE RAMP LANDING MAYBE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED SHAKEN PIGMENT BE USED TO COLOR THE :ANDING AREA. I e. T THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEEIO PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA - STREET STANDARDS DRAWINGS DATE: 04/01/07 1606 Show street Surface I SECTION A -A Mnlmu n ere■ OI Ilona Island 50 nit AMin 4 ` T !: ///--- I Iillpatad Dorn / wrnnp Deteoton / (IYP ) e 1 Stop Bar 1■ Ireeie small Sidewalk width shall corftm Oo v In requremerlb for the West cleesifioaDm NOTES 1 NO fILOfRI shalt dram BMOLAW P2 PeclaaMrnlan snaps area shall be n line wish crow walka 3 CrOeewalk 90 line up with ramp 6 Rahpe Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO. 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 FORT COLLINS ONLY a Y-' IF I N I T RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS DATE: 04/01/07 1606/a STREET STANDARDS t 1/4� NDr RaMLD .huNr vrRkass wml T— XA 1 1/4� 1/k• Ink �• T 1T H1Ylm1 IL goo SAWED JOINT --� " LONGITUDINAL JOINT. T/3 TRANSVERSE JOINT, T/4 har IMAGO a h/r RICFS-- �1/"•� wRFAIL 1 ° 1 Iff itµ' d w 4 J/4' PALRO d d RED ° d SEAL AT -� CONSTRUCTION JOINT -'7, ',V T- �-^F i i� ikll - �h r - DAMS COLOR BRICK RED — A( - ;A'v `. N'-C TYPICAL CROSSWALK DETAIL II.Ts. FINISH BREW CAP CLEANOUT FOR LANDSCAPE AREAS D11T OF FORT COLL= SEWER CONSTRUCTION APPROFID: DETAIL 1HIInOTe OBTAINS DAM - m I M hi, RMuwr BTr - ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING II —URBAN AREA DRAWINGS STREET STANDARDS DATE: 11/08/00 1612 N. MAX BRICK CONCRETE AD T SHIM GROUTED INSIDE AND OUT 28 IN. MAX `RAT SLAB TOP SECTION ,D IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE RUNGS 12 N. C. AS NEEDED D SEE NOTE B N. MAANMO E SECTIONS 1 FT.—r2 IN GROUT BASE TO CONE �INSDE 1:871PLM1e IN. YAx AND OUT L T N. :i . + POURED CONCRETE —BASE 4 4 . B IN. MN. r2 N. MIN. St II r Hy. POURED INVERT MINIMUM NOTE:N INSIDEDIAMETER r aN 1 •+ D • MANHOLE SHALL BE AS PIPE SII FOLLOWS: MR. YNIIGE RECAST MANHOLE SASE DIAMETER T B N. MN 24 IN. OR LESS 4e N. IN. 42 N. (INCL) 60 O27 VER 470 ALTERNATE BASE72 N. SHALLOW MANHOLE WITH FLAT TOP ® Clei of III CDLTa1R HATER CONSIRIICTlON= t1AeAa DSTAD �� DRAWINGS D-4 d f wA nNr ■Y11R )Rt E0A MEDIAN WIDTH VARIES SOIL 3" LOW FOR MULCH MEDIAN C&G aa�aaa�a�■aaa� III=III=1 III=III ,Q d COMPACTED FILL MIL PLASTIC VISQUINE SUBGRADE SUBGRADE 4" PERFORATED PIPE WRAPPED WITH WEED BARRIER SEE PLANS FOR INVERT ELEVATIONS CDOT CLASS "A" FILTER MATERIAL LANDSCAPED MEDIAN SECTION ROUNDABOUT SPLITTER ISLANDS NTS 53'-4" SOIL 3" LOW FOR MULCH TRUCK APRON • n • e e " R. d o COMPACTED FILLS III —III I III 10 MIL PLASTIC VISQUINE III=1 I I=1 III=1 I I SUBGRADE — — — — SUBGRADE 4" PERFORATED PIPE WRAPPED WITH WEED BARRIER SEE PLANS FOR INVERT ELEVATIONS COOT CLASS "A" FILTER MATERIAL-/ LANDSCAPED MEDIAN SECTION ROUNDABOUT CENTER ISLAND NTS MEDIAN WIDTH VARIES SOIL 3" LOW FOR MULCH a EPDM RUBBER MEMBRANE COMPLETELY CONTAINING Ad. ALL TOPSOIL AND DRAIN PIPE a TOPSOIL 4" MEDIAN CAP (PAID WITH WALLS) d A 10" TO 24" MEDIAN C&G e d " d • d d 4" PERFORATED PIPE WRAPPED COOT CLASS "A" CEX CONCRETE WITH WEED BARRIER FLIER MATERIAL SEE PLANS FOR INVERT ELEVATIONS STRUCTURAL FILL COLLEGE AVENUE MEDIAN SECTION NTS 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: LL== CITY ENGINEER DATE CHECKED BY: til "ONAL WATER kWASTE A UDU DATE CHECKED BY: STORMWA TYCHECKED BY: P S a RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: ,REVISIONS: DATE: p. DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO Fort Collins MPo Es COLLEGE WILLOX IMPROVEMENTS PROJECT SCALE: DATE: CHECKED BY: DATE: � � OF ENGINEERING DIVISION -"- DETAIL SHEET 65 NA I 04 26 10 C i - 2 99 9` BACK OF CURB [- I `CURB am 24' CAST GRATING (TW.) rim LB 6' VERTICAL CURB k GUTTER SHOWN. NOTE OFFSET INLET FOR ROLLOVER CUB AND GUTTER MATCH QUM BOX - 24* k TOP OF CUM. 1RINB1X711 I rCOMSTR. JOINT REQUIRED e EACH END. L A LP OF GUT" ADJUSTABLE CURB 2-05 HORIZONTAL CURB BOX BEAM ANCHOR BAR µ O 16• VERT. Y (2e LONG) µ e 9' D.C. TABLE I MN. NK / OF DEPTH IXA. UNITS (b (D) 1 9-7 ta' 2 OR MORE 3'-e' 15' I-C- 104 0 IT O.C. a• I I I S MAX F.L :I:. FLANGE 6' MIN. 2) µ x Y-O' MN. • i .'i O 45 DEGREES . "s a Y (TYP.)R. (T µ O 9• ,•'r . r OC. MAX HOWL SLOPE FLOOR 1O' TO 14 '4 y. ,.: . .4. IX FILL WITH ''•r i'i CLASS 67 GRANULAR •' ♦ MATERIAL HAND ..i'r . • r r TAMPED N r UF/5 3' e .e: .r.r: �, rr• r•r=�, •r 8. IN AU L� D INLET BOX SWEEPER SECTION - PLAN SWEEPER SECTION TO K LOCATED AT UPSTREAM SIDE OF INLET ON ALL 2 UNIT INLETS AND LARGER GUTTER PAN -W CHAMFER s-1 - S' WALL (TYP.) 6• wMDE OPdNG r •: t .1 •. S' S' SLOPING :..., . DROP 8• .. .. .:, a •. : .. .�.,. •-��: r L •(2) 85 a 45 DEG F• K s a' G.C. � 1 2'-6• SECTION D-D a' L a' 2 S'-311• TURN BAR INTO el 3 W-7TC PLANE OF BASE 4 1Y-II)r REBAR DETAIL AROUND ORI�FIRM �FONDDA7TION 5 PIPE CONNECTION �-a• MAIL N Nt6'-3• -1 1 INTO SECTION THROUGH LENGTH A -A PLANE a Box 1. FOR PAYMENT PURPOSES. INLET STRUCTURES SMALL ALSO NCUDE 2'-O' CURB k GUTTER TRANSITION SECTION AT EACH END OF INLET PLUS SIDEWALK 2e SECTIONS WHERE REQUIRED 9000 MET STRUCTURE AND TRANSITION SECTIONS. 2. FLOOR SLOPE MAY K POLED MONOLITHIC WIN BASE K VtRRT1X BM 3 OUTLET PPE(S) TO BE SET FLUSH WITH INSIDE FACE OF MET WALL S CURB BEAM 4. UNLESS 01NOEMSE SPMFIED O THE DRAVOM OR OTIERMN APPROVED. ALL TYPE 13 M NADM li SMALL BE CONSIRUCim NM AN ADJUSTABLE N ANCHOR BAR C.I. CUM BON. 5. STD. MET DEPTHS AND PIPE SUES ARE NOTED IN TABLE 1. S. ALL DNEN90Ns ARE FOR clip. -PRECAST MAY DIFFER. 7. CONOI EIE SHALL BE CUSS a INLET MAY BE CAST-N-PLACE OR PRECAST. CURB BOX BEAM E. CAST--N-RACE CONCRETE WALLS SMALL BE FORMED ON BOTH SUM NO FaBNMW SMALL MUM INSIDE STRUCTURE WHIM COMPLETED, ANCHOR DETAIL 9. EXPOSED CONCRETE CORNERS SHALL BE CKMeflRED 3/4 N. 10. REINFORCNG BARS SMALL BE DEFORMED K AND 05 BARS AND SHALL HAVE A 2 N. MINIMUM C.F.ARAINCE. it. STEPS SHALL K PROVIDED NINON INLET DIMLINS M -H' EXRiIDS 3 FT. - 6 N. AND SMALL BE N ACCORDANCE NM AASHM M 199. 11 ALL GRATES AND FRAMES SMALL BE MAY OR DUCTILE CAST OM CONFORMING TO CITY OF LOVELAND SPEC. 05500. ORATES AND FRAMES SHALL BE DESCRIED TO WITHSTAND HS 20 LOAdNG CUM SOX - EAST JO DAN IRON WORKS NO 75WTI OR EQUAL 13 ANY CONCRETE OR OTHER MATERIAL SMALL K REMOVED FROM TOP OF CURB BOX SO LITTERING 'NO DUMPING Oman; TO WATERWAY CAN K CLEARLY READ. SWEEPER SECTION SMALL BE INSTALLED ON ALL COMBINATION TYPE 13 INE1S THAT ARE TWO UNITS AND LARGER. ONLY SINGLE LIMIT INLETS MAY BE 14, CONSTRUCTED WITHOUT THE SWEEPER SECTION. SWEEPER SECTION SMALL BE INSTALLED AT THE UPSTREAM END OF THE MET. 13 CURVED VANE TYPE GRATES N ACCORDANCE WIN CITY OF LOVELAND SPED. 056OD SMALL BE INSTALL ON ALL AT -GRADE NETS STANDARD BAR CRATES N 16. ACCORDANCE WITH SPEC. 055W SHALL BE INSTALLED IN ALL SUMP LOCATIONS FULL DEPTH ASPHALT PATCH THE THIC I MESS OF THE ASPHALT PATCH SHALL BE ONE -INCH THICKER THAN THE EXISTING ASPHALT THICKNESS WfTH A MMNtdUM ASPHAL-THICKNESS PER TABLE 25-1 OF CHAPTER 25 8 this section a OMB than V of exB6ngi aephatloahaele. itmust be removed and repleoeCR. #a 2 6 rretDtW waaT - Now Aepn•IDc«xxsoa Vanes C h Exatng Road Base . J r Compec+ad LRnAumbUpaof Faxes GuBer 8 Mall Com"We"B'0 LfR Thbwle +I Fit - ... FM i .. / � • -- _-i---- ---- _ 12 (Water 6 Sewer) Not RegLlred '• (Bee New 9 beow for Btom1) 4) 6 051BL)r-------------- # ' UDIRy OorhGNrt Bedding MaWreJ Undisturbed Soil (VOTES 1 All t'an011aa ef1aN be bec"lled in aD00fdOnes with to above deW I union othervMae 7n=too by the Local Entity ErVWWW 2. Prior to placement of oq*mWoonoroto, pavement edge alien be sew Ott to a clean, vertical. and stra girt sdge tL outside of tre v~ path 8. W►nee the surroundthg sale are non-4ExprNNe. a lbwable RR may be autxYlDNtW for baoM11 rrobvw 4. Trench width shot riot be more than 18 nor leas then 12 wide ton to culade dierheler of the pipe. 5. Use a 18 long 04 apop, mbar at I Or on ow ON Wong to petneler of oonaels peal repMCemont eectorhs 8. Rde io Chapter ss, sRosertds a Cono&%Wdon mpeollloalrone for ooThpecton erd Mm*V 7 in untrhproved areas, all disturbed arose" be regraded, seeded 6 mukthad e. In canasta roadwsyc, a m"mxam of am ertte omxv A prhel miust be replaced 9 Bedding rnewrwl depth when Woo0wo storm sower shall be up to spring Woe, eosbpt in areas of hel QWNS baaldlR, ton, bedding nmdwal sF1el1 be placed to a level 17 above plpe. TRENCH DETAIL IARWR COUNTY CONSTRUCTION REVISION N0: 1 DRAWIN STREg�I SLA�NDARD3 DRAWINGS DATE: D4/01/07 220E �) DINT O 12' O 6' EW'. ALL SIDES N 401 O EQUAL SPACING AT 9•t B' I INLET BOX SWEEPER SECTION - ELEVATION IrrI-"1 ' -6• -I WIDTH Cllt�Rl MLAP M. LENGTH TYP. CORNER REBAR DETAIL TYPE 13 COMBINATION INLET /0' GtGUT` I 2 5/D' 3 5/e' CURB BOX FRAME - 21 F ADDITIONAL BOLT THROUGH FRAME HOODS CUT CURB BOX FRAME FLANGES TO FIT DIVISIONS SHOWN Y TO r T10rf BOLT lE7lENING 3 v: C N Z 0 C z a 0 LS Z �6/a ,3- BOLT 5• 4M NOTE 1. TOTAL OPEN AREA IS 336 SQUARE INCHES PER STANDARD GRATE I MNIMN CURB OPENING AREA IS 150 SQUARE INCHES PER CUM BOX 3. CURVED VANE TYPE GRATES N ACCORDANCE NTH CITY OF LOVELAND SPEC. 055W SHALL BE INSTALLED ON ALL AT -GRADE INLETS STANDARD PEDESTRIAN k BICYCLE SAFE BAR ORATES IN ACCORDANCE WITH SPEC. 05500 SHALL BE INSTALLED N ALL SUMP LOCATIONS. TYPE 13 COMBINATION INLET 24 IN. RING AND COVER - 400 I.B. CLASS A BEDDING CLASS B BEDDING DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 16 IN. MAX TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED FINISHED GRADE LOWER LIMIT OF LOWER LIMIT OF �°' `� "' "' "• x TRENCH WALL 12 N. MN. TRENCH WALL 12 N. MIN. i BRICK TM CONCRETE ADJUS ENT SHIM SLOPE SLOPE i m GROUTED INSIDE AND OUT DENSELY COMPACTED MATERIAL PIPE O.D. DENSELY COMPACTED PIPE OD. EXISTING CATHODICALLY PROTECTED 24 IN. r ., ,; MATERIAL "'`::�.: -,''= :• WATER TRANSMISSION MAN ° •3000 ' ASTM C-478 ECCENTRIC CONE 1/4 PIPE 0.D. PIPE O.D. + a M. J P.S.I. L I COMPACTED GRANULAR FLANGED TAPPING SLEEVE ° ° I I CONCRETE J MATERIAL PIPE O.D. FLANGE X NJ TAPPING VALVE D OR CR 4 N. MM. W w p O D A 1/0 PPE QD. OR 6 IN. YIN. 3 CLASS C BEDDING ROCK EXCAVATION FEET a o "I , MANHOLES RUNGS 12" O.C. TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED O O p•i,�•`°'� :- (0) 7 °° T SHIPLAP JOINT LOWER LIMIT OF TRENCH WALL 12 N. MIN. LOWER LIMIT OF :r"1: +�. �<<<a?c FR,%;n. �;+'.a::' 12 N. MN. TRENgR WALL .r; �> ` r INSIDE AND OUT SLOPE , SLOPE •ter++,^'+;vim ZWCTILE DENSELY SEE NOTE 8 IN. ASTM C-478 MANHOLE SECTIONS COMPACTED MATERIAL PIPE O.D."r�;:, UNIFORMLY ?`�;'r�� .,`-y^;,'.r,,, `.:=-'.=`•' GRADED ROCK OR .� PPE O.D. IRON PIPE PVC PIPE (TO DISTRIBUTION SYSTEM) 1/4 PIPE 0.D. a ✓' S�'�; .�:. :. i:. COMPACTED ,s(.:' ::C':: , ; .- 4". SELECTED GRADED i-rr •. S.:-�,�•. -Y1/BSPIPE GRANULAR MATERIAL '°'-�,i`;;;`�1-«:.+:°. _.i,t Wit`'_. , MECHANICAL COUPLING A ° COMPACTED 1 18 IN. MAX GRANULAR0.D.J 6 N. YIN. MATERIAL OR 4 IN. MN. 1 FT. ° IN' GROUT BASE TO CONE INSIDE AND OUT UNSTABLE SUBGRADE SUBDRAIN DETAIL LSE L TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 1 P PLAN VIEW as + �PWRED CONCRETE s BASE LOWER LIMA OF ed <r 1'•^'"'-•4� •"�;-•"< TRENCH WALL d a LOWER LIMIT OF%tr+; ` •-'' "1:"::w--`'`:+�:•'• 12 N. MIN.SLOPE d 8 IN. MIN. TRENCH WALL SLOPE .-,.;:.- ti;'..; _:;.:.•; v'?j rx:. DENSELY ,.OQ 0000voo °�o���eo COMPACTED p COMPACTED ''��:'` �::-'M ".i•>>.;:r a • BACKFlLL oo • PtlpR1 • °O� °op 2 IN. MIN. GRANULAR OR UNIFORM GRADED •{;>c�;;;"" "`>''GRAVEL •,c-"a "M1"-�� ,'=4 ; r o + .11 � : NOTES: 1. THE CONTRACTOR/DEVELOPER TO PROVIDE ALL MATERIALS. SL MATERIAL ,_. : :: `• .Y`F .c .° T /N. 7; O POURED INVERT�. NOTE: MINIMUM INSIDE DIAMETER OF ..: .::;:::�,;',^v^. 4 N. MN. ,0000 p0p0 0° ogo° 0000 PERFORATED 2. MATERIALS TO BE AS INDICATED IN THE CONSTRUCTION r6 IN. ,'a, > ,• D ECAST MANHOLE MANHOLE SHALL BE AS FOLLOWS: oo 0000°g0000°o'oog 8 N. MIN. O o 08 O SLOTTED PIPE FILTER STANDARDS SPECIFIED BY THE CITY OF FORT COLLINS. 1 . BASE PIPE SIZE MIN. MANHOLE 1 1/2 IN. � MATERIAL 3. EXCAVATION AND BACKFlWNC FOR THE TAP CONNECTION ° DIAMETER ROCK NOTES, PROVIDED BY THE CONTRACTOR/DEVELOPER. T 8 IN. MIN.--"24 IN. OR LESS 48 IN. 27 IN. TO 42 IN. (INCL) 60 IN. LARGE STONES BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. ALTERNATE BASE OVER 42 IN. 72 IN. (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6. 'BEDDING MATERIALS' FOR GRADATIONS. STANDARD MANHOLE STORMWATER BEDDING REQUIREMENTS TAP CONNECTION FOR CATHODICALLY PROTECTED MAIN CITY OF FORT COLLnvss WATER CONSTRUCTION D19TAIL D1Tt 11/7/oB CITY OF Foxy COLLA 8 WATER CONSTRUCTION APPWVZD. DETAIL. CITY of FORT COLLINS WATER CONSTRUCTION APPRBvmo RB DETAEL DATE 1/12/SIB DATA 2/98 UTILITIES DRAWINGS D _ 3 UTILITIES DRAWING3 D _ 1 UTILITIES DRAWINGS 18 DRIM BY: 8KC DRAWN BY - MC Oe d M 0e0e. DRAIIN HY. NBJ otr d M Gee• Oe d M Gish. FLOWFILL .D. BEDDING SHALLOW STORM SEWER FLOWFILL 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEBT C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTl ITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: / ME !� ITY NGNEER DATE o IRO CHECKED BY: PC O� •�°L WATER WA7ffUT Ty DATE o" yy3\4 F u • o CHECKED BY: .S�-iB- J • , 288 STORMWATER u LITY DATE CHECKED BY: /V'A" ti••.,�`L�.II�r 21y� PARKS k RECREA710N DATE ONAL•fCHECKED BY:TRAFFIC ENGINEER DATE CHECKED BY: REVISIONS: DATE: _ DESIGNED BY: DRAWN BY: APPROVED BY: V, COLLEGE WILLOX IMPROVEMENTS PROJECT YsHEEr CITY OF FORT COLLINS, COLORADO Fort Collins MPo Es37 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 04 26 10 I DETAIL SHEET 65 Ci - 299 lr_ A L re■ d CWb FDR IEI4CIH o6ATO TIB71 5 fT. L-1S'-w r PROhpE /� AT BDM ENDS. 409 ADDITION14. WWME ARM AND COVER REQURED *0 OR MORE.503 S1 I SDI I 1 MR ROFO�If B• ACOOIpNiLYMAN 5 ■3 All IN INBEIVIr cu.Blll B (--------30' 3D' 3d RYKBYBEAr. EACH DD DLL Ii00 Inw -OF FLOW aDTYPIUL PtAN VIEW .IMMIBIDNSEE aMIfQ LOW aN BIEET L ,7J1RPr -}• MET RO' IEMCH - - om 3O' -+{ 1h.J-L 4,SD roI a4 ewim STAPI -r L.10' ' L+ F I I IB•LONGfour oFT oR ETD ere 10 aBT� 3 U-1o' CUM FACE NET # 5' 1AM151RON # MIEN A TYPE R INLET b USED WM MOIMT/FLE CIE■ AND WITOt. 5 F. 74VWM IgUNCRE SHALL BE c01b7RWrED TRANSITION SHALL K PAD CURB FACE FOR AS CURS AM MffMt MOUNIIABLECUM ND GUTTER TRANSITION CURE A- FOR A 1'-r MN SLOPE 2' PER FT. -2'.O' A 4•-4•- 1): SLOPE 2X To GUnEA I 4a K�MINIGLF50.T 4aB ■ 10B ■ 4W d 403 DLL Ii00 Inw -OF FLOW aDTYPIUL PtAN VIEW .IMMIBIDNSEE aMIfQ LOW aN BIEET L ,7J1RPr -}• MET RO' IEMCH - - om 3O' -+{ 1h.J-L 4,SD roI a4 ewim STAPI -r L.10' ' L+ F I I IB•LONGfour oFT oR ETD ere 10 aBT� 3 U-1o' CUM FACE NET # 5' 1AM151RON # MIEN A TYPE R INLET b USED WM MOIMT/FLE CIE■ AND WITOt. 5 F. 74VWM IgUNCRE SHALL BE c01b7RWrED TRANSITION SHALL K PAD CURB FACE FOR AS CURS AM MffMt MOUNIIABLECUM ND GUTTER TRANSITION CURE A- FOR A 1'-r MN SLOPE 2' PER FT. -2'.O' A 4•-4•- 1): SLOPE 2X To GUnEA I 4a K�MINIGLF50.T 4aB ■ 10B ■ 4W d 403 401 BD7 2'dr. 3 iF. ® 11'aa +0 H 1- 1 S•-" TIP. 4B3 4401 q., 1Y - 2 M 2Y� STEEL R00 ARM 10' EI■EpEiR -- i - -7- HdE 11 as 101 11�os. i r aR Sae 40 4wo as 406 406 TrPKiE 4 K PULED AT S■MW 11 a< das. a dove des ■ !'as. rae X dos. �_ 3ylj•:j�' PLATE F1DM0CN OR A MBMN 1I B try TIREF INCHES BELOW SECTION A -A REGULAR IN CURB FACE ASSEMBLY BILL ISE UM4033 tdro L-Ir lets' PLACE ENTIRE ASfYBLY RECITE POURING CONCRETE BEFORE9' ac. STRIPY. --I Do cwm ACai'FANCE a 14E C D C D BET. H >1 407 r cc _ �_ _ _ _ _ _ _ _ _, _ _ " 11 IIINN oA. 411 412 413 a ii ii a• ac. B ac. Well 4Q1 111 412 _ I1 � � c 10� 1 D O D L uuun TYPICAL END VIEW 2" CUR T� 3-411 NOTE: WNW KING S CORER. STADN POINT 11•ac. AND OUFFLOW PPE SALL K LOCATED IY 406 SECTIONS C-C dL D-D AT THE SAME DID OF THE TREY. SECTION A -A INLET WITH DROP 13OX-H>51 MMM BMa AM N SECTION 0-0) Colorado Department of Transportation Computer File Information Standard Plan Revised CURB INLET STANDARD PLAN NO. p 420I ENM kilso l Menue Ruh a Adskda.m. Deb: Conlrlenlc homw TYPE R M-604-12 PIT. (3D� 757-BOGY FAY (3W) 7S7-/B20 DlaeNq FYI. N•Tc 80101201021q Project Development Branch SD Awdvad•e m4 smM: NA LAMB: Engft Issued By: Project Development Branch October 1, 20M Sheet No. 1 of 2 EACH EMIR NUT \ ` pUV,M (YIN. 2 SET SIDE) 'I WMT H 2 BOLTS 1 FRONT. 1 HICK - 5/fe CK BOLTS • Ye4'e 1/e' 42 EACH WITH MIT. ANGLE BRACKET 41 AETWO FLAT RASHERS LOCK 000 TILE oM BATS 41• EAaI REH MIT'TOO BILE 11X3K RASHER ANGLEY SrNOW PINE, ! TINMT SkIK ovacm r wam LEOMNDI T1IBIRC, OR 2 LB/FT FIAIDm CINNNEL POST. SAE AS FOR SVAE 111ABDX SUPPORT -----� GRDIXO I � • 4' FRONT 'W" TYPICAL MAILBOXES SIZE W I H D INCHES 81/2 19 /1A 8 101% 21 #2 111/2 131/2 231/2 • 30• MAIM POST MOUNTING MET RICH MAY K USED. SEE DETAIL ON SHEET 2 OF 2. SLOTS FOR 3/16.WLTS TOM SLOTS 15 GAGE 3/9% 11/c - STEFL 14116 7/8• J IK8 * O EMSCINS WRY TO FIT SIZE OF MAILBOX ,USED -45- • 24' • INCREASE LENGTH 3' FOR EICN ADOII1014LL MAILBOX SUPPORT, PUTS AN AODInONAL :i FOR HIGH SUPPORT THAT 5 A MULTIPLE _ MAILBOX SUPPORT. (1a 2 MULTIPLE AND 1 DOUBLE: ADD 16 FEET) AIM • DINE ? �H--•TAIL 130E W. FRD . I i l\� `RAff•N BRACKET SHELF BRACKET TWO ANGLE BRACKETS DOGE OF 0 WLpM1 '' PANED 94OLLDER 4:1 V nE1P -fiv \ EDGE OF TRAVELED WAY EMIR S' YMEH-- AM IS < 150D MAILBOX TURNOUT 21" TTPCAL VARIES Or 7O 12' H WARM MEASURE MOUNTING HEIGHT TRAVELED 10' TURNOUT FROM EDGE OF PAVED SHOULDER WAY PI WOB OR TURNOUT, OR FROM EDGE OF EARTH SHOULDER BHaLnpaN ' W01DUT TURNOUT. ROOMY ___ •:I ON PIINEME T WWAA 2• HK (GRADING AS SHOWN ON PLANS) �eMeANNJBNT MATERAL MAY K PLACED WITH SHOULDER OVERLAY ANINUY 4' ABC CLASS 6 COMPACTED SOIL TURNOUT TYPICAL SECTION EIGHT SOTS 419 /J -17. R/4' Ilp 49 ® r1 Colorado Department of Transportation Computer File Information standard Plop Revised DoM: Com"Imut MAILBOX STANDARD PLAN N0. LJM&DO714MI Eed Arlene. Ai w Raft NovAaLalelcea wlw ' cobmdo am M- 2 1 0- 1 Pike Ac (303)757-NU FAY (303) 757-ONTO DnWrq Flo Memr. 210010102ANg SUPPORTS Project Development Branch SD IVA Ver": R14 Safe: M Wft Er#Wh Issued By: Project Development Branch October 1, 20M Sheet No. 1 Of 2 TABLE ONE » BAR LIST FOR CURB INLETS. TYPE it ALL NNEI! INLETS. H a 5' N XIS, *IV oM D.C. MARK yN, gq r S' 1 ' 15' 10' 15' w am NO Nov 110 hWM NOMa'0. MOJMOh IE3ICTN 1112111M.191=11 1 402 t r II 7 13 16 7 7 4 1. ALL CONCRETE SHALL BE CAS B. 403 9. e s'-lo• C-0' 4'-0' 4'-0' 4'-Io' 1 LDIIOKE WALLS SHALL K FOR D ON OM WES AID BAWL BE I N TMGLL KILT STEPS BALL K N AMOK MITE IN AMMO M 10. 405 e • VI 11 r-10' 21 V-10" 31 W-101 11 r-I(r , I W-10 ,Eynr-,r� 4 CRAB FACE ASSEMBLY SIMLL K CKIMNITED AF EA WODNO. 406 e • r• 7 r_Ir 7 IS-1 7 r-Ir 7 9-14" 7 V-10" J 5. EXPOSER CONCRETE CMMM SMLL K t2YM FUU 3/4 N. CURB AID I2R1EA MOM 91ALL K FWD A YNaI 11E 10BS11D CURB MD GL1TIB1 EYpID 407 , 9 • 1 • 5'-ILO' • to•-IO • a' -Id W-10" W-10' 40e 12 I 3 r-10' 3 11" 3 1r-0' 3 W-0 3 ir-O' 8 INE TRANSITIONGUTTER. ROOOMM We STALL K KFWO NO SNA L HIRE A 2 IL IeBM■ 400 a A a a• -la' a 1,Y-1 a a'-10' s , r-, a /a' -ANY aEA WM ALL iM1MORLW■ WB SHAWL K WILY OWED. VI 3 3 \� I �j 7. DIMENSIONS NO WE1C10'S OF TVPKAL MWW IM AND Cdffi ARE NOMINAL 471 3 ,- 10'_ " _J l.� A. MATERIAL FOR MANGE INNS AND OO ERS SAIL K GARY OR DUCTILE q6F ION CONON■R To71106. 112 if e 1 '-to' �/CIL 9. SM PIPE EIARFS ■r0 THE INLT ARE VARIABLE. ME DIMENSIONS SHOIW ARE FOR rq r F KMFOIKOW 11 1 7 tr-1 7 ' TIPDL ACIIML INEM0CNS AND M WOOB3 E AND ,• SHAL K S REOAR M N THE WOOL. OL NOTES RCM tA7 LM OCCUM Or a A. N 11 3'-4' 22 3'-4' y '-4' 2Y -4• M PIPES. apt 551h• ,i lt'-a' t7 ,t'-6' ILO. S1111CIUIML SM BALL K 9ALW= 40 SHALL MOM To THE KOMIOFMIS ■ IYPICAI OF 712aB 503 51 • s-e• 1e Y-r z7 s'-a" a s-e• a 3'-e' a1 S r-4" r-10' NO, 71 z r-ILO' 2 e'-10' 2 r-10' 2 r-10' 4 r 1 a'-i 1 1r-t i 5'-ID• 1 1o'-I 1 15'-10" • IFME eN9 To MADE 1110 I ISUK 1r Na 4 BNe CIE aNe4 LAW 1113A6) 1 SEE am NO A/say T 9w I m Della WOW GEMS ON INS SHY. I MUSIS TABLE Two RAM AND oLEABnrs vARUIBLE WITH 'H- DROP BOX INLETS 'I"F&�AOaAi NUM�� WMMWDO=Z= E•7 � FL�E�"N1�tffO�� EifE"'f m0 t�� rim �OrPTR s imms f1r9�5i®mom f1�O fi®i1"�f ©®�� Ifs r;ri%:•il�6�>fl� Si'ii� �(1l�ll �>■�lS1�'4f l'L� r�i FaSi[�G �!lii� IL�olt� �>■� �� ���� Mr. 111mro"affmw 1ST W7f11111ff 1111I3!■* •1 t!•>•orn I r A11 Iq NM- FOP L-V. L-104■ L.Ir FAwr HILT! MR MOM Mats IN aRFDE OF 1% HFAI1' Rap MG TOP eR) ME IOOE OF IMH TO Read) ME LBO[ OF tNE IpY ■AOt IeE -I 3r " 2•'/: ,r W 2Y 2Y x• 1! -2Y EY III, 11O m WNW �I 1 F IY 1Y 3r A' 3r Ia'-1r e'-e' r-11• 30 27 30 20 N• a47 BA 77e eA to2x ,Nws a0■1 WIN135 IL ■ . Ia Ls: Talk - Ian TwE E TM a TEE N I'm Y TWE W TIE W TPFE IMm IIIn�II TIM ■ 71• � s, J-V D' w Ir 11■ IA 4 Wa �I «w • �^ M r PUT 3Y 3e as IV Nan 1>� Ir I1/E' Tylam 6;44 '2f x' 2l' Fm •a 4 BM8 MIKErFOR 1r NdT 3 /: Nr a WlH 15/i OLIO •'-lr ------ 114•L Ra7T sm in 4 so tR ,s a rr FIRE 11/2•NaS BAB BEMOING OIAORAIBIS .. LOkeBn■iDrT ark Out-tn-aut of hQ1 Colorado Department of Transportation p 42WT Eal Adanso A ww DMNer, Gae,ad. eDa22 Pla : (303) 757-9M3 FAY (303) 757-M Project Development Branch SD Computer File Information Standard Plan Revised CURB INLET TYPE R STANDARD PLAN N0. Petlx aov dMsldll. Dub, CannHMMe M-604-12 proving Fb Nunn : I010121S 409 Sheet No. 2 Of 2 Aced V•Wme R14 STM MA UIItTc EmPsh Issued By: Project Development Branch October 1, 20M o 4 ^9'--9" 38' 42" P-4*-S" NOMINAL 2" WELDED MECHANICAL 144CAGE Two 5/ 4 DM BOLTS, 7M/nC EACH WITH NUT AND TWO WASHERS GROUND 10" POST MOUNTING SOCKET 30' �I IJII W FRONT SOIL MULTWLE (TYPE .) MAILBOX SUPPORT (FORESIGHT PRODUCTS MODEL NO. 20-M OR APPROVED EQUAL) WEDGE - DEFORMED 12 GAGE WELDED TMECHANICAL TUBING • 2 INCH WELDED MECFIANICAL 4• TUBING (2 LB./FT. FLANGED 1 INSERT CHANNEL WITH ADAPTER OR 2" WEDGE STANDARD PIPE MAY ALSO BE BEHIND WELDED USED WITH THE SINGLE OR SUPPORT DOUBLE MOUNTS.) 1x 15' 12 ,{ 12 GAGE STEEL V-SOCKET (PAINTED) TMIPIC ANRED) .�� ADJUST WITH 10" �.7g11 SHELF BRACKET TO FT SIZE _ - NO. 2 ON 1 >0" INSERT POST IN SOCKET AT LEAST 6' BUT NO -46- -1 Y4 x 42/2 SILLL PIPL OUANTITIES WILL BE SHOWN ON THE PLANS. 11/4 x 5' STEEL PIPE 2. A SINGLE MAILBOX SMALL BE RESET AT THE FINAL DESIGNATED ,• x 9' PIPE SLEEVE (UNTHREADED) LOCATION ON A NEW TYPE 1 SUPPORT. TWO MAILBOXES RESET 11/4. 23/4 (� OTHER PIPE CONNECTIONS TO AT THE SAME ON SHALL BE RESET ON ONE DOUBLE (TYPE ADEO) t 2) SUPPORT OR ONn TWO SNGE (TYPE 1) SV PORTS AS _STEEL PPE 2"x Yb 4' IYP, DESIOMTED. THREE FOUR. OR FIVE MAILBOXES SHALL BE RESET A x x __ __... _ _45e ELBOW, .__. 4e•..___-.-_ .____ __SUPPLIED ON A MULTIPLE (TYPE 3) SUPPORT. AN-XISTING MAILBOX THAT GLES MGINTID A CANUPPOR SUPPORT SHALT RESET ON A NUTSNp1TS AND WASHERS TY (TYPE 4) SUPPORT. THE WORK STALL K PAID FOR CANTILEVER LL BY 42 MANUFACTURER NOMINAL 11/4 STEEL PIPE SR AS 'RESET MAILBOX 51RUCmlIIE (TYPE _)'. ,/N• 3. WHEN THE ENGINEER DETERMINES THAT THE EXISTING MAILBOX CAN NOT BE REUSED. A NEW METAL MAILBOX OF SIMILAR SIZE SHALL RE SUPPLED AND ERECTED BY THE CONTRACTOR. AN EXISTING MAILBOX LARGER THAN A SIZE NO. 2 SHALL BE REPLACED WITH A NEW SIZE NO 2 MAILBOX. THE COST OF SUPPLYING THE NEW MAILBOX SHALL BE PAD FOR IN ACCORDANCE WITH 109.04(b). EXCEPTION, A CUSTOM BUILT, RURAL -TYPE MAILBOX MAY BE RESET F THE MAILBOX OWNER OBTAINS PRIOR WRITTEN APPROVAL BY THE POSTMASTER. 1 1/4- PIPE COUPLING � CLASS B CONCRETE WOOD PLATFORM 2I • +' 1 1/2' x18'x CLAMP. SANE AS MAILBOX WOW AUTOMOBILE PIPE FITTINGS 36' 2 1/4'x3 1/2"BOLTS ' CANTILEVER M2E !0Li I MAILBOX SUPPORT L_12'J 2 % /. SLOTS FOR 3WA DA. ' � 7 r.. BOLTS WITH WASHERS A : AND NUTS � o �i �14 CAGE STEEL SHELF BRACKET •1 LFOUR 5/16'BOLTS, EACH WITH WASHER AND NUT MORE TWW 10'. TWO 5/Ir DLA BOLTS, EACH a 21/2' X 2%' K I/i X 30• WITH WASHERS AND NUT ANGLE _ TO ATTACH TWO • (THE BOTTOM 20. OF • 2" x 4" x Ilex 4' ANGLE IS NOT REWIRED ANGLE BRACKETS AND DIMENSIONS OF THE • V-SOCKET MAY BE TWOWfTH 5 I r RBOLTS AND EACH MODIFIED WHEN ERECTED ERR MECHANICAL TUBING 2' WEEDED MECHANICAL IN CONCRETE OR • LTWO 5/le- BOL ymti ASPHALT PAVED AREAS.) SINGLE AND MUM SUPPOFITS ALTERNATBE WITH WASHER AND NUT 4. POSTS, BRACKETS. AND ALL MOUNTING HARDWARE SHALL BE GALVANIZED N ACCORDANCE WRIT ASHTO M 232 AND M I11. EXCEPT THE WELDED MECHANICAL TUBING COATING SHALL BE 0-90 OR EOUNA,ENr PER ASTM A 52S. TWO INCH OUTSIDE DIAMETER, 14 GAGE WELDED MECHWUC& TUBING SHALL CONFORM TO THE REWIREMENTS OF ASTM A 513, 5. EXACT DWEMSIONS OF ANGLES, PLATFORM AND SHELF BW AETS, BOLT HOLES, SLOTS AND MULTIPLE MAILBOX SUPPORT COMPONENTS MAY VARY FROM THOSE SHOWN OR IMPLIED HEREIN SO THAT ALL COMPONENTS WILL FIT TOGETHER PROPERLY S. PLASTIC NEWSPAPER RECEPTACLES MAY BE REMOUNTED BELOW THE MAILBOX ON THE SUPPORT. ALL ASSOCIATED COST SHALL BE INCIDENTAL AND INCLUDED N THE WORK. 7. ON ROWS WITH CURB AND GUTTER, THE MAILBOX SUPPORT SWILL BE LOCATED N THE GROUND 50 THE FRONT OF THE mwiox sHAu BE e' To 12• BACK FROM THE CURB FACE. THE HEIGHT SHALL BE 42• TO 48' MEASURED FROM THE CUTTER FLOW LINE TO THE BOTTOM OF THE MAILBOX. 8 ON ROADS WITH SIDEWALK ATTACHED TO CURB AND GUTTER, THE MAILBOX SUPPORT SHALL BE LOCATED IN THE GROUND 90W 0 THE SIDEWALK. THE FRONT OF THE MAR.BOX SHALL LE IN LINE WITH OR SUGHRLY "No THE EDGE OF THE BDEIIAL.K. THE MOUNTING HEIGHT SHALL BE 42" TO 48' ABOVE THE SIDEWALK. 9. THE OROUND SRTOIUNDMIG THE MNLBDX SUPPORTS SHALL BE FIRM, UNDISTURBED !FOUND. OR WELL COMPACTED REGRADED SOIL THE SUPPORTS ARE NORMALLY DRIVEN. BUT THEY MAY BE PLACED N A DUG HOLE WITH WELL COMPACTED BACKFL PLASTIC NEWSPAPER RECEPTACLES (TYPICAL UWATION) / USES 3-}--3- I N N. MIN. ��OU���� �P���� (FORESIGHT PRODUCTS MODEL NOS. 20-5 OR 20-D) Colorado Department of Transportation p 4201 Ead M•moe Awm• Adwakft D•w" 303)7 B Phony. (3D3) i57-9083 FAX: (303) 757-!■ZO Project Development Branch SO Computer File Information Standard Plan Revised MAILBOX SUPPORTS STANDARD PLAN NO. Pell: m.dnLzWk oefe: CanxHrHrIK M-210-1 OmaNg Fle Neme. 2100102MAII9 Sheet No. 2 of 2 Azad Verslen R14 stele NA Urge: Er4ieh Issued By: Project Development Branch Dctober 1, 2000 -20- 1218 W. Ash, C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST -C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF 1 I 4288 �s9/OAIAL•E�� CITY OF FORT COLLINS, COLORADO UTIL TY PL/{N APPROVAL APPROVED: qTY NEER DATE CHECKED BY. WATER 6[ M4 STEW Ul TY DATE � CHECKED BY: J I �i STORMWATER UTILITY DATE CHECKED BY: PARKS k RECREATION DATE CHECKED BY: N� -AFFl ENO DATE CHECKED BY: DALE REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: COLLEGE WILLOX IMPROVEMENTS PROJECT SHEET CITY OF FORT COLLINS, COLORADO F` ? `' +' N MPO I Es 38 art Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 04 26 10 I DETAIL SHEET 1 65 C1 - 299 N 1 EX LEGENDS HOLDINGS, LLC PROPO 445M �� PROPOSED ROW 1600 SF� HALL ADDITION FIRST r I` LAMPLIGHTER LODGING, )NC. PROPOSED ROW_,II 4011 SIF T EX UE, P, LOT 1 I W/LLOx CROSSING P. U.• D. EX ROW /BYD ROW BY DEVELOPMENT BRECKENRIDGE PROPOSED ROW 362 SF GRAPE Sr. I I � U do DE -L40• EX ROW- UE, DE l EX ROW - EX ROW I II IF I II I PROPOSED ROW —BY DEVELOPMENT II I II I II � II I L II - I= � III II I I II I� I I II II I III I= r— NORTH COLLEGE MARKETPLACE. II I I I III � � II 1 II I I I [I I I I II I I I I I I I I I[ I I I =�� L I SE TCE1I- 2' ROW FOR PEREZ SIDEWALK M/NOR SUB. I I I I I I I I I PROPOSED ROW EX UE I I IBY DEVELOPMENT [87OP� D ROW EX UE I ( - -- I PROPOSED ROWSF HAAS —[-�- --� -7EX ROW k k EX SEC77ON LINE W EAST W/LLOxLw o � EX UE I LOT' I I � COUNTRY CLUB CORNERS THIRD II E ,[X� PE TCE �EX UE LOT2 �I COUNTRY CLUB CORNERS THIRD X DE, AE, UE EX DE, AE, UE E NORTH COLLEGE MARKET LACE SUBDIVISION PLAT FOR f PROPOSED EASEMENTS / 7— II I I II - - IF ---- --- h --- 60 30 O 60 120 SCALE: 1 " = 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 &ALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO --- U(TILI PL N APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF � EX UE Q APPROVED: -- E CITY ENGINEER DATE [ J G S CHECKED BY: j,( QO � WATER h ASTEWATER URUTY DATE LOT4 W 34288 • O CHECKED BY: s wWA UTv DATE COUNTRY CLUB LOT 1, BLK2 I J J CORNERS THIRD �-7--� I REPLATNO. 1 OF I m 7qq, ti 110 4t CHECKED BY:�• �/� / EVERGREEN PARK I I FS LL``y,• ��� PARKS RECREATION DATE EX DE, AE, UE � S/ .��Ec CHECKED BY: SAL• TRAFFIC ENGINEER DATE I ' CHECKED BY: DATE REVI� SIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET- CITY OF FORT COLLINS, COLORADO Fs. 'p ` MPo I Es COLLEGE/WILLOX IMPROVEMENTS PROJECT 4 Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=60' I 04/26/10 „ I RIGHT-OF-WAY MAP 65 C1 - 299 I r— V •LT. UNTIL THE SURROUNDING AREA IS SUFFICIENTLY ESTABLISHED WIRE ENCLOSED 1 11Z CRUSHED ROCK n WOOD STUD EXTENDED INTO CONCRETE BLOCKS � ROC( BERM SHALL BE PLACED TIGHTLY ® AGAINST CURB FACE A TUBULAR MARKER TUBULAR MARKER SMALL BE 11r T) 1�8ELgY HOP OF CURB WIRE ENCLOSED GRAVEL FILTER 0 \O'O'01 a • .v B� e- TABULAR PLAN VIEW MARKER X01111611111111:=: gammAL N071•^S•. 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WARE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE-). ROLL WIDTH SHALL BE 48". 4, TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). A OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF APPROVED BY THE CITY. MA1L1l tlAmQE m91E&L 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY AND AFTER RUNOFF EVENTS AND MAKE REPAIRS OR CLEAN 2. OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF 3. ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED. UNLESS THE CITY APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. IW Trench bale Toe of fill 4 inches into ° ° ° ° ° ° the ground ° Existing —�----Erosion bales (weed free) ground ° I ° 9 FT MIN.—Xcavated area 2 FTf MIN 15 FT MIN. ll Excavated area ° 1 A ° ° i Aa It D ° O ! ° CONCRETE WASHOUT STRUCTURE Not to scale PLAN VIEW ontainment area CROSS—SECTION A—Aa CW CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION M I"-- IND] AND GUTTER WATTLES ARE TO BE TG HTLY ABUTTING NTH NO GAPS AND ANCHORED WITH SAID BAGS AROUND THE ENTIRE OUTSIDE PERIMETER. A 1�<• .H�•, A I DROP INLET KMI VEW SAND BAGS WATTLES OVERFLOW--,,_ RUFF ti- DROP PINLET IECIIOY M1 "A mff TOE OF FILL IP-3 STAKES CULVERT ]9WA MAINTENANCE NOTES 1. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED. 2. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. WATTLE INLET PROTECTION FILTER FABRIC STEEL OR WOOD POST BACK R1ID TRENCH 1� -I I- I 6EWRRELY TO STEEL OR WOOD POST ACTED SAM FILL 1� MMATELY 44N. X 44 N. TRENCH �I , 1�. I�II,�II�I�I I I I II I II il_ I I III _ —11 I I I SECTION VIER G�4► vv��V. 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 S F ACRES PER IOD FEET OF FENCE r 2 INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT REMOVE SEDIMENT WHEN ONE HALF THE !EIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSTm N AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FLTERNK: MEARAE SILT FENCE ® cm air r caunls WATER CONSPRUCPION DseAIL �aT naswnfcs '� i'�"/0' D — 2 d r IYH ar DY1R 1i: RBI SURE NpRQ 0 JC ROpO 1/2"-3/4" FILTER L 1 1/2"-3" 6" MIN.J 1. INSPECT AND REPAIR GRAVEL FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 2. EROSION CONTROL MAINTENANCE IS THE RESPONSIBILITY OF THE CONTRACTOR. C ;I Fort Collins MPO I ES SCALE: DATE: CHECKED BY: DATE: NA 104/26/10 A INTERWEST PREPARED UNDER THE DIRECT SUPERVISION OF WIX t s/rB A1" 6 '` 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLA APPROVAL APPROVED: (•� CITY ENGINEER DATE CHECKED BY: N CHECKED BY: CHECKED BY: CHECKED BY: 4-4 7RAFFIC ENGINEER CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT �n39 DETAIL SHEET .. X9 0 C1 — 299 rl V 2' EYE OPEN CENTER CLOSED CENTER CAL —DE —SAC JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) - A EXPANSION n `' -- TRANSVERSE CONTRACTION LONGITUDINAL - CONSTRUCTION DOWELED TRANSVERSE =� CONTRACTION LONGITUDINAL �`� OE CONTRACTION -F-" LONGITUDINAL CONSTRUCTION TRANSVERSE^ T JOINT IS NOT REQUIRED IF CURB AND GLITTER IS POURED MONOLITHICALLY WITH ADJACENT LANEA J,I SHOWS INLET OR CURB AND SHOWS 7k MANHOLE i DO � ... V L U /D GUTTER .. INTEGRAL CURB * E �• 1 LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 IT 6 IN (15 FT IS PERMITTED WITH MONOLITHIC CURB AND CUTTER) 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROLGH THE CURB OR CURB AND CUTTER * 3 PLACE 1/ IN MIN EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS 4 THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR S17E STRUCTURES SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER 5 WHERE A LONGITUDINAL JOINT PASSES LESS THAN 1 FT FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED 6. TRANSVER5E JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 FT AWAY FROM THE EDGE OF CIRCULAR MANHOLES SEE CURB INLET BOXOUT DETAIL ON SHEET 5 DC D D E DC DC- } 2 TYR * E D E * CURB (SEE D INLET * ` DC / 17 L L � (SEE ETACNL " EXPANSION SHEET 5) JOINT FILLER 2• 3 6" TYP ,�� * ROUNDING OF ANGLE BY FORMING OR SLPFORM PAVING PERMISSIBLE HMA B MINIMUM 12' MAX., CONIC 6" THICK OR LESS (\ 15' MAX., CONE OVER 5" THICK CURB INLET Ell 2' * SHEET 5) ON MIN r C i I 2' 1 6" EYE / INTEGRAL CURB _ MAY BE ALIGNED WITH FRONT OR BACK OF CURB PERMISSIBLE ALTERNATIVE JOINTS WITH SMALL RADII < 16' ----- 2' 1 6" TYP 1- D INLEI OR MANHOLE HMA PAVEMENT 12'-6" MAX TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Date: 07/04/06 Initials SJR ® Date' Comments 4201 East Arkansas Avenue Est Modification Date. 07/04,06 Tots. LTA Denver, (303)Colorado 8022283 PAVEMENT JOINTS M-412-1 Phone: (3Q3) 757-9083 Full Path www.dot state.co.us/DesignSupport/ Fax (303) 757-9820 Drawing File Name: 412010305 dwg CAD Ver M,.,.7ation V8 Scale. Not to Scale Units English ISM Project Development Branch SRJATA Issued By. Project Development Branch on July D4, 2006 Sheet No. 3 0 5 meury rnn .e mrrxnm LONER LIMIT OF TRENCH WALL / SLOPING BEDDING ZONE _ GRANULAR MATERIAL / INITIAL UFT « BM 12 IN. MIN. PIPE O.D. 4 IN. MIN. * INITIAL I SHALL NOT EXCEED 2 FEET IN DEPTH. meury rnn .e mrrxnm LONER LIMIT OF TRENCH WALL / SLOPING BEDDING ZONE _ GRANULAR MATERIAL / INITIAL UFT « BM 12 IN. MIN. PIPE O.D. 4 IN. MIN. * INITIAL I SHALL NOT EXCEED 2 FEET IN DEPTH. GENERAL NOTES 1. Do not install in any street, alley, parking area, driveway, sidewalk, drainage ditch or detention basin. 2. No landscaping (trees, shrubs, boulders, etc.) or retoining walls to be within 4 feet of meter box. NOTE- 3. Slope ground surrounding meter box away from lid at 2% minimum grade. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW 4. Make no plumbing connections (tees, couplings, etc.) in meter box. BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. 5. All tees and connection fittings to be a minimum of 5 feet from meter box wall on outlet side. 6. Grade acceptance after meter box installation requires that the owner adjust meter box cover to 1/2 inch above final grade. 7. If o pressure reducing valve is required by Plumbing Code, install valve inside the building, immediately following the main shut-off valve. WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS OF FORT COLLINS WATER CONSTRUCTION APPROVCITY DATE:5IDR8 nArx s/Do DETA• CITY OF FORT COLLINS HATER CONSTRUCTION APTz:5/0V1M,RB D��• �: °,°° vTU I'TaS DRARIIdGs 1 UTILITIES DRAWINGS 15 DRAwR M.,=C m. Fet GB. DRAWL RY:sED as d y.L ass. _. APPROACH JOINT CONCRETE SLAB � ROADWAY SLAB 12" " - e SEE BRIDGE PLAN FOR 5, DESIGN 1' BRIDGE APPROACH " BELOW SURFACE SEALANT ° �.._ �-- ••'1•w T T7 T •• __30' CTRS PREFORMEC T/2 TIE BARS. 9 ., ' JOINT , ° "° MATERIAL aJ/ • • O O (� TRANSVERSE LONGITUDINAL EXPANSION JOINT S:ONTRACTION JOINT CONTRACTION JOINT ITRANSVERSE WEAKENED (IANGPLANE L WEAKENED PLANE JOINT) PLANE JOINT) ' 0"-CTRS TIE BAR T 5 5 p p T a LONGITUDINAL CONSTRUCTION JOINT j VW SEE DOWEL SPACING �1 IN TRAVEL LANES ON THE PLANS T /2 RIGID WELDED ASSEMBLY CD DOWELED TRANSVERSE CONTRACTION JOINT Computer File Information Creation Date: 07/04/06 Initials: SJR ® Date: Lcst Modification Date: 07/04/06 InDlols: LTA ELL Path. www.dot.stute.cous/De5ignSupDort/ Drawing File Name: 412D1050D.awq CAD Ver. MicroStation V8 Scale Not to Scale Units English THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND GUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT :DDEBM[6�Yd4t11R1 /a � 2 `�`�° /1 /. V l' ) LONGITUDINAL LONGITUDINAL CONSTRUCTION JOINT CONSTRUCTION JOINT * USE ONLY IT T > 8 IN ** USE ONLY IF i < 8 IN FORM ONLY FEMALE KEYWAY INTEGRAL CURB PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PLANS. PAVEMENT THICKNESS (T) ' 0"-CTRS TIE BAR T 5 5 p p T a LONGITUDINAL CONSTRUCTION JOINT j VW SEE DOWEL SPACING �1 IN TRAVEL LANES ON THE PLANS T /2 RIGID WELDED ASSEMBLY CD DOWELED TRANSVERSE CONTRACTION JOINT Computer File Information Creation Date: 07/04/06 Initials: SJR ® Date: Lcst Modification Date: 07/04/06 InDlols: LTA ELL Path. www.dot.stute.cous/De5ignSupDort/ Drawing File Name: 412D1050D.awq CAD Ver. MicroStation V8 Scale Not to Scale Units English THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND GUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT :DDEBM[6�Yd4t11R1 /a � 2 `�`�° /1 /. V l' ) LONGITUDINAL LONGITUDINAL CONSTRUCTION JOINT CONSTRUCTION JOINT * USE ONLY IT T > 8 IN ** USE ONLY IF i < 8 IN FORM ONLY FEMALE KEYWAY INTEGRAL CURB PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PLANS. PAVEMENT THICKNESS (T) TIE BAR SIZE DOWEL BAR DIAMETER T < 8 IN No. 4 1 IN 8 IN. > T < 10 IN Nu. 5 LZS IN - 10 IN > T < 15 IN. No 6 � 1.50 IN. 9 BOND BREAKER N, 1 1�IN. 0OR F C LESS 1 •� 1 THAN � j \ 12" INLET OR MANHOLE CAST IN PAVEMENT A KEYWAY IS ALLOWED TO ° FACILITATE USE OF BENT ° ° °" O A GRADE 40 TIE BARS OR y.._15 15" O APPROVED TWO PIECE T CONNECTORS °18" CTRS a ^ a2 t2" MIN `, HE BARS " j INSTALL TRANSVERSE JOINT AT C BOTH BOXOUT CORNERS IF D BOXOUT IS 8 FT OR LONGER. B" MIN. APRON TO ��,, v % " RECESS TRANSVERSE CONSTRUCTION JOINT CURB INLET BOXOUT INLET OR 4 1 TAPER - MANHOLE EALANT JOINT SEALANT TO MEET APRON 2• (SEE JOINT OA DETAIL) MIN IT BOND BREAKER % RECESSSECTION4 - *4, /6 ° • - INLET OR MANHOLE i/3 " HIM°° --: 4.1 TAPER0 MEETSTRUCTURE BACKER ROD sue"°DIA. BACKEIQ ROD SECTION 8-8 ' BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHALL BE 0.4E FOR LONGITUDINAL JOINTS SHEET, BUILDING PAPER OR OTHER APPROVED MATERIAL THAT PREVENTS BONDING. SEAL AT ALONG STABS 14 FT, IN WIDTH. CONSTRUCTION JOINT SAWED JOINT '- 4 heat Revisions CCollo�ra�d�o(o Department of Transportation CONCRETE STANDARD PLAN NO. Comments 4201 East Arkansas Avenue _ Denver, Colorado SD222 Phone (30or 757-908,3 8022 PAVEMENT JOINTS M�12-1 Fax (303) 757-9820 Project Development Branch SRJATA Issued By Project Development Branch on July 04, 2006 Sheet No. 5 of 5 AMR POD (FORD YOKE TOP OF AMR Up TO BOX BE 1/Y ABOVE PART /TUC-7 WITH FORD FINISHED CRAOE YOKE BOX Up PART III INSTALL Up 1/2 s1. ABOVE WITH 1 27/32• GA. HOLE Y (MAX) FINAL LANDSCAPED GRADE AND REMOVABLE PLUG) CURB BOX FINISHED GRADE AL COVE MANHOLE RING AND COVER N1N LOCK NUT 3' (MAX. MORTAR OR ? 3/4- ROCK FOR GRADE PRE-CAST CONCRETE WIRED) MAS11C 3 i ADJUSTMENT (IF REOb � o •^'Y PRE -FORMED 2. 7• (� .°; .: 24• MANHOLE RUNGS P�� GASKETS 1Y O.C. (TYP. ALL JOINTS) 1• (MAX) m PRECAST CONCRETE ' .• 4• MANHOLE ' •! •.�': ' S i/2" EMT OR PVC • • 8• x W CONCRETE CONOUIT THROUGH •. �.:IF + BLOCK (TYP.) VAULT OR PIT TOP MANHOLE RUNGS +•.•: '.. r:.� INTO YDKEB0X �12' D.C. .., 2• MAX. AMR POD (FORD ME BOX k' ;• PART #YUC-7 WITH FORD 48• 3 ' : A' • ,f }, DIY YOKE BOX Up PART Ill ,:•'•' NTH 1 27/32• DIA HOLE • $",- •I•M ..'•: > AND REMOVABLE PLUG) PRECAST CONCRETE• 13 1/4• FOR es '.S ^ ... :•r:'.'i MANHOLE °•..' 1-1 2• METERS 17 1/4• FOR a '• O , •:� 2• METERS 0 0 WRB Flow ARMOUR -FLEX TUBING ••'a: COMPRESSION BOX METER (PLACED AND GROUT KNOCKOUT CONNECTION BELOW UD) �.. •`. (TYP.) ..r. ARMOUR -FLEX TUBING ... BEFORE BACKFlWNG �' METER AND CROU7 KNOd(WT 1• DIA. IR011 SETTER BEFORE BAd(FlLLNC .•� f!'t,' `. : �; ......: . . ' PIPE BRACE �.. FLOW (TYP) w 48' D1A. Y A. IRON 12•'. PIPE BRACE .:• 12• '. CURB STOP (TUN.) ••«' <••;. (• (TYP.) +. .•.• (MIN.) .f.• ;.1. 1PE :Ua On Q -VC • " O ^o„ .pYoa� ,� XOa O •o� L � B• LAYER OF 3/4• TO 1 1/Y GRAVEL GENERAL NOTES: PLAN VIER 1. Support meter setters by (2) 18 inch lengths of 1 inch iron pipe inserted through brace pipe eyelets and set atop (4) 8 inch square concrete blocks. 2. Do not install in any street, alley, parking area, driveway, sidewalk, drainage ditch or detention basin. GENERAL NOTES: 3. No landscaping (trees, shrubs, boulders, etc.) or retaining walls to be within 4 feet of meter pit 1. Location and alignment of AMR pod on pit top can vary. and no trees within 10 feet. 4. The meter pit and AMR pod(s) must remain open and accessible for meter reading and maintenance. 2• See Detail 16-A for additional meter pit information. 5. Slope ground surrounding meter pit away from lid at 2% grade or greater. 6. Make no plumbing connections (tees. couplings, etc.) in meter pit. 7. All teas, couplings and connection fittings to be a minimum of 5 feet from meter pit wall on outlet side. 8. Grade acceptance after meter pit installation requires that the owner adjust meter pit cover to 1/2 inch above landscaped final grade. 9. If a pressure reducing valve is required by Plumbing Code, it shall be installed inside the building, immediately following the main shut-off valve. 10. A seperate AMR Pod must be installed for each meter register. 1111�� Dp�rD Bor FIGHT COLOM� I� _— / i Dpmlrm STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. or roor coum III STANDARD SETTING FOR 1-1 2 IN. AND 2 Di. � `r !.6 = of 1RIR 4m 1D. saris RATER l�S DETAIL PA m ss4 �E' 0090% OL HMst RATER METERS DETAIL ® (no 16-A (� ^�0 16-B 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I NT ERWEBT C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTIL TY PLA APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: 6� E DATE 1 — !� / T CHECKED BY: ' O •p A ASTE Utt • I DAB V t CHECKED BY: WA utt it 288 DATE :• • �I �' p _: M� CHECKED BY: V 1 i ?4i PARKS k RECREATION DATE S/SAL CHECKED BY: AFFIC ENGINEER DATE CHECKED BY: REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO a DESIGNED BY: MPO(DRAWN BY APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT vSHES 40 ort Collins SCALE: DATE, CHECKED BY. DATE. OF ENGINEERING DIVISION NA I 04 26 10 I DETAIL SHEET 65 CAST IN7,04 ID WITH WORM LOOK m N I EL;- EL: EL, 8 EL: 8 EL;- 8 R=15.0'� EL;- 83.90 EL: 83.87 � � d FL EL: 83.28_/ (v I EC TBC EL:83.78 1.6 d' FL EL- 82.52 TBC EL- 83.02 d as0. 'I TOP BACK OF CURB -I}I� FLOWLINE OF PAN L EL 83.52 'BC EL:84.02 m FL EL: TBC EL: 84.12 83.87 -6.0' d v oo ao 0 00 �EL:83.95 d d ° 00 00 ° 6'0' d (6 0o R EL:83.83 0 0 ° 0 0 FL/TBC °O n ° 6 5' 0 d FL/TBC 4 EL: 83.37 4 ° v 4 ° 4 ° FL/TBC 4 EL:83.25 a EL:- 83.44 ad 4 2.0' ° d 2.0' v 4 EL' 83.75 d v4 d ° v v ° d v 4 4 R-14.5' 4 83.83 FL EL:83.41 v d TBC EL:83.91 ° ° FL EL:83.11 E TBC EL 83.61 1 A 4 4 v 4 4 d 4 ° v EL, 3.19 4 ° 4 v d d l Lr d FL EL 83.37 4 d 4 4 �' ° v 0• ° J13C EL:83.87 4 v a 4 O ° 4 4 ° d 4 'ad v 4 LJ v d d ° 4 o °°°000 FL C 83 ° d ° d 4 EL: 33� v 4 d a ° ° FL EL: 82.74 4 6 e, 4 d 4 TBC EL:83.24 4 ° 4 ° 4 FL/TBC 6. 0 , 7 ° v d d d v 4 4 v ° EL: 82.59 d 4 v a 4 d v ° 4 ° a d 4 d 4 d d ° ° 4 ° v d 4 d ° 4 v, 4 4 d v d v d v 4° d d d d d 4 d° d v d ° d d ° 4 d d v d ° 4 4 4 83.27 jEEL: 83.02L: 82.96 EL: 82.94 d ° TOP BACK OF CURB- dV) ° FLOWLINE 0 `? LIP OF PAN-N �32 LFL EEL-FL/TBC 8*2. TBC EL:82.82 EL:- 82.46 d v d d v 4 d � ° v ° 4 d d v 4 ° 4 d v v 4 ° v 4 � ° ° d 4 dd ° ° 4 4 4 4 v 2.0' 6.0' 2.0' ° d 4 d v 4 ° v 4 4 d 4 ° v d d a v ° ° v d 4 4 ° v d ° 4 ° 4 4 ° 4 ° 4 d 2.0' 6.0'- ° d ° d 4° d 4 ° ° 4 d v d ° ° d 4 ° ° 4 v d ° 4 ° .'° d d 4 ° d ° d ° v d 4 d v ° 4o d 4 v 4 a 4 dO_ d dv 4 ° ° 4 ° v ° a 4 d v ° 4 4 ° 4 °, 4 ° 4' 4 4 v 4 FL/TBC A D ° ° v 4 ° 4 4 4 4 ° EL:82. FL 23 EL: FL/TBC EL 82.56C 4 O $ 4 4 °. ° 4 d TBC EL: 82.731 f�6.0, 4 v FL EL:82.59 d 8 4 a ° d ° FL/TBC 4\ I 4 °d EL: 82.27 68 TBC EL:83.09 ° 4 ° ° a 4 d 4 4 ° ° 4 FL/TBC ,�,`• I' v LIP OF PAN-/ o°d ° °000 ° 4 ° d 4 4 ° ° © ' EL:82.39 d2, " 1 \ 6`4 FL EL:82.60 4 d ° 4 FL EL:82.43 6' FLOWLINE d TBC EL 83.10 a 4 v d d v TBC EL:82.93 v d 4 TOP BACK OF CURB °D �^#Orw 2.0 ° ° v d 4 d 4 d °FL EL•82.5 0°0° a EL83.03 (TYP)v 8 4 d ° 4v TBC EL•83.0 d h9 0000 d EL:83.17 EL:83.064 FL/TBC EL--82.53 4 4 'A 4 °d 4EL8 TBC \yv 4 4 EL:83.10 2.0' v v 12" WADE CONCRETE EL- 83.15 R=15.0' 4 v 4 d v d BAND TYP (' - ° d O ° oO 00 d FL/TBC 4 d ° 6.0' 4 d ° ° 0 EL 82.89 a/ EL:83.05 d 0 EL:82.46 4 4 ° d v d FL/TBC 0 d 8" HIGH STREET NAME EL:83.16 ° d v EL:82.51 00 0 ° EL:83.03 0 FONT TIMES NEW ROMAN N ° d 4 o,• SAND BLAST STREET NAME INTO CONCRETE 7DEPTH II N �� 2.0 `v p ° � CENTER TEXT WIDTH O OF RAMP EL- 83.09 1-6.1' 4 3, FL EL: 8S, 4 4 4 4 LI STAIN LETTERS 11THICHROME GRAY EL:82.96 �TYP) 4 d ti 2.5 SW FL EL 82.43 TBC EL:82.93 TBC EL:83.00 ° EL: 83.10 R=5.0' EL:83.01 EL: 83.17 EX. SW R-140.0' EL83.17 4 ° MATCH EXISTING EL: 82.78 EL:83.12 W4 v rs, 8.9' MATCH EXISTING EL:83.07 0 EX. SW 1� PEDESTRIAN RAMP DETAILS- INTERSECT ON EAST YY/LLOX Lh/. TOP BACK OF C FLOWLINE LIP OF PAN-\ uD ° < EL; 82.67 d R=10.0' MATCH EXISTIN `EL• 82.90 EL- 82.1 82.95 MATCH EXISTING -ZEL: 82.75 EX. SW EX. SW 10 5 0 10 20 SCALE: 1 " = 10' 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTI ITY PLAN APPROVAL _ PREPARED UNDER ME DIRECT SUPERVISION OFLAPPROVED: 1 CITY E NEER CHECKED BY: _ M v(jA u um Q) CHECKED BY: 4288STORMWA UTIUTY ti- A 1p•; CHECKED BY: ECREATION 'n�.,IPARKS JIV,OWAL,� CHECKED BY: S ENGINEER CHECKED BY: qRAFnC _ DESIGNED BY: DRAWN BY: APPROVED BY: YSHEET REVISIONS: DATE: t.l*, Y .: COLLEGE WILLOX IMPROVEMENTS PROJECT CITY OF FORT COLLINS, COLORADO Fort Collins MPo Es SCALE: DATE: CHECKED BY: DATE: 1 OF ENGINEERING DIVISION 1 "=10' I 04 26 1 o I DETAIL SHEET 65 C1 - 299 0 Cl - 299 ON O�0 N 1 6' VERT. 6' VERT. CURB CURB EL:81.96 ' �9.0' EL:81.49 FL EL:81.29 d c ° TBC EL 81.79 ° p 4 R=16.0' 4? FL EL:80.59 Q p TBC EL•,81.09 9.5'_ EL:81.3 � d 2.1' K' 2.0' 47 4 0 EL:81.22 0• 0 d oo FL TBC m o �0 2 O o EL 80.97 0°0° o° ° EL 80.99 ° EL:885 ° p J oo p ° 4 p p oQ •o, ^ry O° d ( ° " FL/T43 p EL 80.43 o d d Q 8.5, -{ EL: 80.85 `I'f FL/TBC d 2.3' p 0 EL:80.80 p FL EL: 80.39 ° 9 TBC EL:80.89 ° e FL EL80.54 6" VERT. CURB TBC EL 81.04 6" VERT. CURB 4 Q 6.0' p 4 p d 4 6.0 aWQ 2.3' ° TOP BACK OF CURB FLOWUNE 6 7 0' ° UP OF PAN SW EL85.05 FL EL:84.38 o TBC EL:84.88 m 0 Pl o°o° d FL EL:84.47 �o m FL EL: 84.57 kFL p p d d EL84.76 d TBC EL:85.26 ° p Q pd d 4 d p p 4 p d d . d ° d ° ° d p ° p FL EL:84.43 9 TBC EL84.93 p d d. 4 FL EL: 84.21 v d FL 1O EL: 84.11 r; 0 C1 O°O° FL EL:84.02 o TBC EL 84.52 cd ° TOP BACK OF CURB 7.0' EL: 84.65 SW FLOWLINE ° UP OF PAN d .4 TOP BACK OF CURB p FLOWLINE UP OF PAN d 5.0' 6.0' SW EL:86.67 ° EL:86.55 0 Io 0 ci oc d o°o°oq a ° FL FL EL 86.00 EL: 86.01 n 7FL EL:86.01 TBC EL:86.511 d 4 ° 4 p 4 ° d d. d ° d p 4 d p p d Q p 4 n EL; 85.88 FL/TBC ° EL:85.69p FL/TBC 0 0 EL 85.57 cq °00000 0 �c EL:86.10 p EL: 85.98 p TOP BACK OF CURB FLOWUNE SW 6.0 LIP OF PAN v 4 p TOP BACK OF CURB 4 FLOWLINE LIP OF PAN 6.0' 9.5'_ __ •r�.,,,` EL: 88.61 `r EL 88.51 0 a N 000000 v FL/TBC - EL: 88.01 FL/TBC p EL: 87.99 ° d 4 p d O 4 4 ° p ° d p FL FL EL: 87.57 EL 87.46 4 o O o 0 °o°o o 0 N - O t0 L. 87.89 EL: 87.88 TOP BACK OF CURB 5.0' ° 6.0' 10.0' FLOWLINE UP OF PAN ° 4 p, d r EL: 91.24 10.0' 6.0' SW d p d EL- 90.71 EL: 90.83 EL: 90.60 EL'- 90.72 d FL EL:90.54 0 mi 0 TBC EL:91.04 of °°°O0 2g, 4 0 ° FL/TBC Sg• EL 90.56 FL/TBC 2.0' EL: 90.60 p' ° ° FL EL:90.61 d TBC EL:91.11 ° d ° d p d II ° ° d d d p \J ° d d 4 d Q p p p 4 d d d p FL/TBC5 d Z, EL: 89 FL EL:89.88 ° TBC EL:90.38 FL TBC d 14 11 I4 o-owo�o FL EL:89.65 TBC EL:90.05 ui p _� �EL:90.17 EL:90.28 El SW LIP OF PANJ ° FLOWLINE d TOP BACK OF CURB G� PEDESTRIAN RAMP DETAILS d 4 d ° d p p p p 4 4 d EL: 86.57 SW EL* 86.67 -r FL EL:86.18 ° TBC EL 86.68 ,ri o p 000°o°o ri 6.0' d FL/TBC EL:86.20 'Z2' 2 1' FL EL 86.37 TBC EL:86.87 p FL/TBC d EL:86.32 ° 4 d pd ° d p . p Q ° d ° d d p d° ° TBC FL / FL EL:86.13 d zEL:86.06 TBC EL:86.63 ° 4 2.2 FL/TBC d EL:85.87 69 d 9 d M 0 N / 0°0°0°0 FL EL: 85.78 TBC EL:86.28 d ' EL:86.03 EL:86.13 4 9.5' 6.0' SW p d LIP OF PAN ° FLOWUNE d TOP BACK OF CURB X i J KEY MAP N.T.S 10 5 0 10 SCALE: 1 " = 1 O' 20 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: 4 CITY ENGINEER DATE CHECKED BY: _ty1i� WATER WASTES W RU DATE CHECKED BY: 2 STORMWATER UTIUTY DATE CHECKED BY: N' A ••. �17/`�n' �ly PARI k RECREATION DATE SS�ONAL CHECKED BY:TRAFFIaaNme DATE CHECKED BY: DATE � DESIGNED BY: DRAWN BY: APPROVED Y. SHEET REVISIONS• DATE: CITY OF FORT COLLINS, COLORADO ty ,, a MPO I Es COLLEGE WILLOX IMPROVEMENTS PROJECT 43 . Fort Collins SCALE: DATE: CHECKED BY: DATE: OF I ENGINEERING DIVISIONA. 1"=10' I 04 26 10 I DETAIL SHEET 65 C1 - 299 C1 299 sl 3 C1 - 299 1 - 299 CV r- C.3 Cl - 299 COBBLE MULCH LOCATIONS SYMBOL LEGEND I r-- ti� 0 �� -- -- 00 W, W Z� Z a Z low -am- �► Q, ", :• W zI U W Ilk- ` 1 CC Q CC ^^ G, � '.: • , `; BOULDERS Q2 LDERS (1-SIZE A, 1-SIZE B) g a 3-PHH3 BOULDERS (ALL SIZE Er l 70-CAK 31-RFG L aH 1-GTKJ V i 7-HS _�--�-4�e • 2-JHBC I I I 28-RFG 3 BOULDERS I I 15-HS 1 9-HS (ALL SIZE B) 4-JHBC I I I 54-MSP I �,}Kh f � SEE SHEET 51 !, 19 PAH FOR WALL LAYOUT 20-HS Y^ 17-PAH — 12-JHBC :. . . 5-HS \ 2 BOULDERS (1-SIZE A, 1-SIZE) ::. 1 � CITY OF FORT COLLINS, COLORADO PLANT LIST ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 22 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 4 2" cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' 3 2" cal. I B & B PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 10 1.5" cal. B & B PCR Redspire Pear Pyrus calleryanna'Redspire' 5 1.5" cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 10 1.5" cal. B & B PPH Hoopsii Blue Spruce Picea pungens'Hoopsii' 3 8'ht. B & B TOTAL 57 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS & GRASSES CAK Feather Reed Grass Calamagrostis acutiflora 'Karl Foerster' 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida 'Goldstrum' 59 1 gal. 24" o.c. TOTAL 59 BOULDER SCHEDULE A a TO 1 TON RIVER ROCK BOULDERS (SEE SPECS.) B 1 TO 1 1 TON RIVER ROCK BOULDERS (SEE SPECS.) Fi::::: NCJRT1 0 10 20' 40 Fort Collins BC/LR BC/DH LRD BY SCALE: DATE: CHECKED BY: DATE: 104/26/2010. LR/DH 104/26/2010 INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE 0 0 SHRUBSEEN CPg00 SHRUBS AND O GRASSES ItBOULDERS SOD AREA PERENNIALS W y NATIVE SEED MIX W W WALL STREET LIGHT SHEET KEY MAP CITY OF FORT COLLINS, COLORADO U LITY PL�ROVAL APPROVED: � ISDIp qTY GINEER DATE CHECKED BY: t 14 WATER & WASTEWATER 1.1711LITY DATE CHECKED BY: Al A STORNWATER TIUTY DATE CHECKED BY: /`j J� &- r PARKS k RECREATION DATE CHECKED BY: 'V Q TRAFFIC ENGINEER DATE CHECKED BY: DATE COLLEGE & WILLOX STREETSCAPE ENGINEERING DIVISION LANDSCAPE PLAN OF mei C1 - 299 C'41 N I 9r STA 2G+00 N 1486958.87 E 3118428.84 - - - - - - - - LEGENDS HOLDINGS, LLC HALL ADDITION FIRST r I J I� I, NORTH CO CONTROL UNE-SECTI I II T II \ MINI MART PU.D. `- I II GP-FH LOT I N=148NO 2' E=3118343.97 K--D PARK SUB. - ELEV=4983.71 I L SET /4 REBAR W/ - 2" ALUMINUM CAP. WEST WILLOx LN. - 46+00 47+00 48+00 L1 49+00 - - - - - - - - -;1465947.93 STA 50+00 N 1465944.73 E 3118416.52 � +00 " 7D. LOT E 3118016.53 W/LLOCROSSING i i :� ►%/ BRECKENRlOGE GRAPE ST. 7- L I I I I I= III � I II I II I III CP-KING_ I \ \ \ \ II E=3118465 82 �ELEV-4985.96 I \ \ \ III SET REBAR I L \ III 2" ALUMINUM MINUM CAPAP II I I�--i� I III II � II I I I III 1 \ 1 ' 1 1 1 1 1 \ 11 '\ \ CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CL1 73.63 200.00 21'05'34" N79'51'49"E 73.21 CL2 33.96 150.00 12*58'15" S75'48'10"W 33.89 CL3 28.72 150.00 10'58'08" N78'54'51"W 28.67 CL4 117.84 418.00 16'09'11" S81'30'23"E 117.45 CL5 149.49 742.42 11'32'13" N83'48'52"W 149.24 CL6 149.49 742.42 11'32'13" S83-48'52"E 149.24 60 30 O 60 120 SCALE: 1 " = 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 rai i 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. i I LI I Win Ash, Suite C Windsoror, .Colorado 80550 / Phone: (970) 674-3300 Fax: (970) 674-3303 LOT I PEREZ - MINOR SUB. $ - - STA 55+68.61 + N-1485972.77 E=3118981.8\- - STA 10+00 HAAS I N 1465958.74 \ E 3118416.60 - - _ - J&IINN --- -- �- - - 5 + g +0SECTION LINE 5+ L 7+ 510 -21 52+00 53+00 54+� 4 - I L2 00 - -EAST WILLOX CONTROL LINE - EAST W/LLOxLN. - --� - - - CP-MEDIA �a J LOT I N-1465888.34 - COUNTRY CLUB L - E=3118738.64 L0T2 L0T4 CORNERS THIRD ELEV-4981.48 COUNTRY CLUB 1 COUNTRY CLUB I I SET Ij4 REBAR W/ 2" ALUMINUM CAP CORNERS THIRD CORNERS THIRD CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins LINE TABLE LINE LENGTH BEARING L1 1000.00 N 9'32'30"W L2 389.29 9'35'24"E L3 71.74 S '17'17"W L4 70.05 4 '55"E LS 90.73 S8934'58"E L6 712.09 S8934'58"E / l I N T E R W E ST C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF -N=1465982.05 E=3119285.51 O R$GG ELE49 V=78.12 CP-TAG P w• S SET #4 REBAR W/ I II N-1465943.25 2" ALUMINUM CAP E-3119766.13 G✓ �a --- --- I --- --- ELEV=4976.18 ' 34288 SET {j4 REBAR W/ 4� - _ - - - - - - -_ ` 2" ALUMINUM CAP AO�:•• I ZU {p • •:�u - --�t-'�� E� '58+00-LS -59+00 ASS/ONAL - - - CL5 60+OD = �------='------=-------- _ 61+00 62+00 63+00 64+ - _ CITY OF FORT COLLINS, COLORADO CLB L6 TyTY P N APPROVAL W - APPROVED: CITY ENGINEER DATE STA 63+00 \ CHECKED BY: n//�j1 N 1465909.33 WATER : wASiEwATER UTILITY DATE E 3119708.36 W LOT 1, BLK2 I I , CHECKED BY: REPLATNO.IOF J STORMwAIER UTILITY DATE EVERGREEN PARK i I CHECKED BY: PARKS 3 RE EATION DATE CHECKED BY: ti' A. TRAFFIC ENGINEER DATE CHECKED BY: DESIGNED BY: DRAWN BY: YAPPROVED BY: MPO I ES SCALE: DATE: CHECKED BY: DATE: " 1 =60' I 04/26/10 COLLEGE/WILLOX IMPROVEMENTS PROJECT HORIZONTAL CONTROL PLAN IEE 5 C1 - 299 Cl - 299 olo C1 - 299 Co N I M W C.a► 'CC W N 46 ro w J J O U O N N 1 �, *-�J� THIGH WALL LOWER TIER PLANTING 7TIERWALLW 7 HIGH WALL I ' STRUCTURAL WALLS, TYP. UPPER TER i TIER WALL LOWER TIER PLANTING THIGH WALL. WALL LAY( ci w = I I \\\ 0 ro 04 N mi ��m iim I &NINN - paa 9PA SE loll ffints or PA Pro, SON p9AP, I L P I W-1 10 i ap 6 N 5. 0 �z 0 4 N . O 1 N I- COLORED CONCRETE (SAN DIEGO BUFF, DAMS COLORS) COLORED CONCRETE (TILE RED, DAMS COLORS) CENTER OF ARC AT INTERSECTION MIDPOINT POSITION OF MONUMENT WALL 8.13' CLOCKWISE AT — MIDPOINT OF ROUND —A —BOUT CENTER LINE DIMENSION OF WALL CENTER OF ARC AT INTERSECTION R.O.B.J M.P. OF WA R L8.2'-- MONUMENT CENTER OF ARC 1'5 13.8' 1.5' AT MIDPONT CENTER OF ARC 1.5 1.5' AT MIDPOINT k' 22. n, L ?" CENTER OF ARC AT MIDPONT ROUND -A -BOUT LAYOUT CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION SCALE : BC/LR Fart CO BC/DH LR/DH E: DATE: CHECKED BY: DATE: 104/2612010. LR /DH I04/26 /2010 A CENTER OF ARC AT INTERSECTION INTERWEST 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 C O N S U L T I N G G R O U P G� CITY OF FORT COLLINS. COLORADO UTI ITY PL NOVAL APPROVED: an ENGINEER DATE CHECKED BY: IA WATER R UTIUn DATE CHECKED BY: ,1,TEWATER /Y• Q STGRMWATER DATE .UTIUn N1 CHECKED BY: PARKS k RECREATION DATE CHECKED BY: '(-AA' TRAFFIC ENGINEER DATE CHECKED BY: DATE COLLEGE & WILLOX STREETSCAPE LAYOUT PLAN 51 OF 65 A n A C1 - 299 DETAIL SCHEDULE FOR 3 & 4 DETAIL SCHEDULE FOR 1 HRECAS I CONCRL IE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN 1 DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 2 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 5 FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. JOINTS SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. 6 1 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 9 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 10 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. 11 PLANTING BED 12 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. CONTINUOUS WALL ENFORCEMENT PER 2. AT 12"X8" COLUMN PROVIDE (2) - 13 ! #4 EPDXIED DOWELS SIMILAR TO 2. NOTE LONGER DOWEL LENGTH AT COLUMN. 14 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 15 COMPACTED STRUCTURAL FILL NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS 18" 22" 1 10 3 v 2 �I� ' 7 -, �J Li 13 18 2 8 14 25 jj 9 i 15 -- 1% m a > EXISTING CONCRETE BELOW WALL COLUMN (.c 4 DETAIL SCHEDULE FOR 2 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). SLOPE CAP 1% TO FRONT. MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING. MIN. 4' CONSISTENT JOINT SPACING. 2 TWO(2) CORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU MEMBRANE. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE DAVIS COLOR: COCOA, LIGHT SAND BLAST FINISH. 4 SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 5 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 7 COLD JOINT 8 PLANTING BED 9 WATERPROOF RUBBER MEMBRANE, SEE CIVIL DETAILS. #4 VERTICAL DOWELS ® 18" DRILLED AND EPDXIED 6" INTO EXISTING - 10 CONCRETE SLAB WITH HILTI HY-150 ADHESIVE. PROVIDE CLEAN AND DRY ! HOLE PER HILTI REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP, MIDDLE, AND BOTTOM. 11 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 12 COMPACTED STRUCTURAL FILL NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS COLUMN BEHIND--4., 1 SLOPE DN. 1% -mac � i n -- 3: Li 00 00Q W D_ m c� rCROSS WALL—) 11 \ 3 C�,1 52 111 — 16' OPENING _ CENTERED N BETWEEN COLUMNS r STRUCTURAL SCHEDULE FOR 6 & 7 EXISTING CONCRETE BELOW / 2LEDIAN WALL (SECTION) #4 VERTICAL DOWELS ® 18" DRILLED AND EPDXIED 6" INTO EXISTING CONCRETE 1 SLAB WITH HILTI HY-150 ADHESIVE. PROVIDE CLEAN AND DRY HOLE PER HILTI REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP AND BOTTOM. 2 CONTINUOUS WALL ENFORCEMENT PER 7. AT 12"X8" COLUMN PROVIDE (2) - #4 EPDXIED DOWELS SIMILAR TO 7. NOTE LONGER DOWEL LENGTH AT COLUMN. NOTE: REFER TO DETAIL 1, THIS SHEET, FOR CONSTRUCTION DETAILS WATERPROOF MEMBRANE ;SEE CIVIL) 0 I w � > �0-1 i 9 1 ri NOTE: REFER TO DETAIL 2, THIS SHEET, FOR CONSTRUCTION DETAILS • 77 • +r x P v1 7V MEDIAN WALL (SECTION) CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 2 FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. JOINTS SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 I GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 J CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 8 1 HORIZONTAL REINFORCING BELOW i WALL r1 BOTTOM OF COLUMN (PLAN) O 1"=1 COLUMN BEHIND WALL BEHIND DETAIL SCHEDULE FOR 11 N d ! N N 22" r, OP OF COLUMN (PLAN) 1 CAST -IN -PLACE CONCRETE, GRAY. 2 COLD JOINT 3 1 PLANTING BED 4 WATERPROOF RUBBER MEMBRANE, SEE CIVIL DETAILS. #4 VERTICAL DOWELS ® 18" DRILLED AND EPDXIED 6" INTO EXISTING 5 CONCRETE SLAB WITH HILTI HY-150 ADHESIVE. PROVIDE CLEAN AND DRY HOLE PER HILTI REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP AND ! BOTTOM. NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS n CROSS WALL (SECTION) DETAIL SCHEDULE FOR 8 & 9 1CAST-IN-PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR:000OA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 2 FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. JOINTS SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 t HORIZONTAL REINFORCING BELOW rLEND COLUMN (BOTTOM PLAN) in 22" r1 END COLUMN (TOP PLAN) 1,=1' Fort Collins BC/LR BC/DH LR/DH SCALE: DATE: CHECKED BY: DATE: 104/26 /2010 _ LR /DH 104/26/2010 _ INTERWEST CONCRETE NOTES REINFORCED CONCRETE: DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-05). CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-05). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: F'C = 4500 PSI, %" AGGREGATE SIZE, 4" SLUMP, 5% ENTRAINED AIR, TYPE 1/II CEMENT. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99). REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. PROVIDE INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3", EXPOSED TO EARTH OR WEATHER = 1-1/2". DETAIL SCHEDULE FOR 1 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN 1 DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 2 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 9 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 10 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. 11 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. CONTINUOUS WALL ENFORCEMENT PER 7. AT 12"X8" COLUMN PROVIDE (2) - 12 #4 EPDXIED DOWELS SIMILAR TO 7. NOTE LONGER DOWEL LENGTH AT I COLUMN. 13 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 14 1COMPACTED STRUCTURAL FILL 1 10 END COLUMN (SECTION) 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone 070)674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTI ITY PLAN APPROVAL APPROVED: v " lY gNEER DATE CHECKED BY: UW WATER TEWATER UTIUTY DATE CHECKED BY: N• sT wA unuTY A. DATE CHECKED BY: L' • PARKS d RECREA16 DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: DATE COLLEGE & WILLOX STREETSCAPE 52 WALL DETAILS OF 65 C1 - 299 DETAIL SCHEDULE FOR 13 DETAIL SCHEDULE FOR 11 & 12 CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. JOINTS 2 SHOULD ALL BE APPROXIMATELY }". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE WITH 3 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE 6 1 DOWELS BELOW ------------- 7 HORIZONTAL REINFORCEMENT BELOW in 22" DETAIL SCHEDULE FOR 14 a N MN (PLAN I PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN 1 1 DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE WITH 2 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 5 FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. JOINTS SHOULD ALL BE APPROXIMATELY }". RAKE JOINTS. 6 I COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 AMENDED SOIL, SEE SPECS. 9 2" SPECIFIED MULCH 10 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE 11 CAST -IN -PLACE CONCRETE, GRAY. REINFORCE PER 15. 12 PREPARED SUBGRADE MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 13 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 14 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. 15 CONTINUOUS WALL ENFORCEMENT PER 15. AT 12"X8" COLUMN PROVIDE (2) - #4 DOWELS. NOTE LONGER LENGTH AT COLUMN. OUT n 13 2' TIER WALL (SECTION) 1"=1' DETAIL SCHEDULE FOR 15 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR TO MATCH MORTAR). SLOPE CAP 1% TOWARD NEAREST ROAD. MANUFACTURER 1 TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING. ALL CAP PIECES TO BE RADIAL. MIN. 4' CONSISTENT JOINT SPACING. 2 TWO(2) CORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU MEMBRANE. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE DAVIS COLOR: COCOA, LIGHT SAND BLAST FINISH. 4 SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR I APPROVAL. 5 IDRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 6 2" SPECIFIED MULCH 7 AMENDED SOIL, SEE SPECS. 8 (PREPARED SUBGRADE 9 CAST -IN -PLACE CONCRETE, GREY 10 #4 ® 18" VERTICAL WITH (3)-#4 HORIZONTAL TOP, MIDDLE, BOTTOM. 11 I (3)-#4 TOP AND BOTTOM WITH #4 STIRRUP ® 18" -18" 8 /p9 a N 0 n MN (SECTI CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DETAIL SCHEDULE FOR 16 & 17 CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR 6130 (COCOA), LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. 2 JOINTS SHOULD ALL BE APPROXIMATELY a". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES @ 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 8 HORIZONTAL REINFORCING BELOW NOTES: -THESE DETAILS AND DIMENSIONS APPLY TO BOTH COLUMNS. CONCRETE NOTES REINFORCED CONCRETE: DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-05). CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-05). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: F'C = 4500 PSI, 'Y.." AGGREGATE SIZE, 4" SLUMP, 5% ENTRAINED AIR, TYPE 1/11 CEMENT. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99). REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. PROVIDE INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3", EXPOSED TO EARTH OR WEATHER = 1-1/2". Fort Collins BC/LR BC/DH LRSCALE: DATE: CHECKEDD BY BY: DATE: 104/26/2010. LR/DH 104/26/2010 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO 2 CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. _ FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY }". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES ® 16" O.C. EACH WAY SHOT INTO CONCRETE _ MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 10 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. _ EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP 11 SECTION. SEAL PENETRATIONS THRU MEMBRANE. PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 12 TO MATCH MORTAR). SLOPE CAP 1% TO FRONT. MANUFACTURER TO MAIL FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING. MIN. 4' CONSISTENT JOINT SPACING. _ TWO(2) CORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU 13 MEMBRANE. 14 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE 15 SEALANT IN ALL JOINTS. 16 COMPACTED STRUCTURAL FILL 17 REINFORCE COLUMNS AND WALL PER DETAILS 1 AND 2, SHEET 52 NOTE: -THESE DETAILS AND DIMENSIONS APPLY TO BOTH COLUMNS. J 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P N 22" )P OF TIER WALL COLUMN CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL/ APPROVED: iz� CITY ENGINEER DATE CHECKED BY: jy1(/ WATER � WAS AWE TER U11LiTV DATE CHECKED BY: STORMWA U71UTY DATE CHECKED BY: A: -A. PARKS & RECREATION DATE CHECKED BY: /VA TRAFFIC ENGINEER DATE CHECKED BY: DATE COLLEGE & WILLOX STREETSCAPE 53 WALL DETAILS OF 65 C1 - 299 m N CONSTRUCTION NOTES JTHE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. PEDESTAL MOUNT THE IRRIGATION AUTOMATIC CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER `J TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. 3) IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. 4 1CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2"&(1)1" SLEEVES, THROUGH J BORE, TO BE UTILIZED BY MAINLINE AND WIRES. J CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISING. CREATE J HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. ONS: CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION DESIGNED BY: MLP SCALE: 1 "=20' IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC n ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC n • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 1-INCH SIZE UNLESS OTHERWISE INDICATED SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) 11k ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES 1-INCH UNLESS OTHERWISE NOTED FLOW (GPM): 0-0.65 H-1.30 F-2.60 UNCONNECTED PIPE CROSSING • POP-UP SPRAY SPRINKLER: RAIN BIRD 1 B04-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET POINT -OF -CONNECTION ASSEMBLY FLOW (GPM): 0-0.93 H-1.85 F-3.70 Z BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 0 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P 1( ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 N GATE VALVE ASSEMBLY PRESSURE 30 PSI FLOW: 0.25 GPM c QUICK COUPLER VALVE ASSEMBLY e i A POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET S AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 RAINBIRD PEB (SIZED PER PLAN) 2f i f if POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ10OBCOM MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET <VLr FLUSH UNIT ASSEMBLY PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 INDICATES CONTROLLER AND STATION NUMBER f POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET Al INDICATES LATERAL DISCHARGE (GPM) PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 14 1 1. INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) A > IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER ICC-800-PED: 5 STA USED CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-86: 2 STA. USED CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI (PER CITY METER SHOP), AT A MAXIMUM DISCHARGE OF 10 GPM AT THE 0.75-INCH IRRIGATION POINT -OF -CONNECTION (POC). BACKFLOW, AND MASTER VALVE SHALL ALL BE THE SAME SIZE. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. A. IT IS UNDERSTOOD THAT THE EXISTING IRRIGATION SYSTEM FOR WILLOX ON -SITE IRRIGATION HAS 80 PSI+ WITH A MINIMUM OF 50 GPM AVAILABLE TO UTILIZE. MAINLINE IS SIZED FOR 50 GPM. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. 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. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE 11. INSTALL TWO (2) #14 AWG CONTROL WIRES FROM CONTROLLER PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING CASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE MATERIALS, AND ARCHITECTURAL FEATURES. BOX. (NO SPARE WIRES ARE NECESSARY FOR THE ON -SITE WILLOX IRRIGATION SYSTEM AS THE SYSTEM UTILIZES A TWO -WIRE CONTROL C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF PATH). CROSS TYPE FITTINGS IS NOT ALLOWED. 12. REMOTE CONTROL VALVES ON WILLOX IRRIGATION SYSTEM SHALL BE INSTALLED ON A TWO -WIRE CONTROL SYSTEM AND WILL THEREFORE REQUIRE DECODERS. REFER TO TWO -WIRE CONTROL SYSTEM DETAILS. MINES EIRRIGA TION CONSULTANTS, INC. BMW DIIIIIIIIIIIIIIIIIN AM WATM MMffg 6 323 W. DRMRD, SUITE 204 FORT COWNS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226.4662 DRAWN BY: MLP DATE: 4/26/2010 APPROVED BY: EWP CHECKED BY: DATE: EWP INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P N 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UTILITJ PLAN APPROVAL APPROVED: � G�/'S��I CITY ENnINEER DATE CHECKED BY: I� WATER & WA =/WATER UTILITY DATE CHECKED BY: , A - f�1 STORMWATE UTILITY DATE CHECKED BY: `�S��.?-ta PARKS & RECREATION DATE CHECKED BY. 'y 4 TRAFFIC ENGINEER DATE CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT IRRIGATION DESIGN r 54 OF 65� C1 299 ON m C.� REVISION DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC n ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE NOTED UNCONNECTED PIPE CROSSING �— POINT -OF -CONNECTION ASSEMBLY m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB 0 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P N GATE VALVE ASSEMBLY a QUICK COUPLER VALVE ASSEMBLY AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ10OBCOM <J>Lr FLUSH UNIT ASSEMBLY INDICATES CONTROLLER AND STATION NUMBER Al INDICATES LATERAL DISCHARGE (GPM) 14 1 11 INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) A IRRIGATION AUTOMATIC CONTROLLER CONTROLLER A: HUNTER ICC-800-PED: 5 STA USED CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-8B: 2 STA. USED CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED CONSTRUCTION NOTES THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 2) PEDESTAL MOUNT THE IRRIGATION AUTOMATIC CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. 444� CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2"&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. 77� CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. NINES IRRIGATION CONSULTANTS, INC. RYSTE■ DCaI•N AND WIATM M11I IOIi SMVIM 323 W. DRAKE RD, SUITE 2D4 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Fox: 970.226.4662 GNED BY: I DRAWN BY: M LP I M LP SCALE: I DATE: 1 "=20' 1 4/26/2010 a • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): 0-0.39 H-0.79 F-1.57 ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES FLOW (GPM): Q-0.65 H-1.30 F-2.60 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): Q-0.93 H-1.85 F-3.70 POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 7�( ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 PRESSURE 30 PSI FLOW: 0.25 GPM A POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 0 A if POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 f� 05 AF POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 INTERWEST 1218 W. Ash, Suite C Windsor. Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P N F q0oo 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UTTY PLAN' APPROVAL / J APPROVED:i.-..., CITY ENGINE/A�ER )ATE CHECKED BY: /l' WATER & W W/�TER UTILITY DATE CHECKED BY: Al. A STORM DATE CHECKED BY: /" 8ATEUTIUTY PARKS & RECREATION DATE CHECKED BY: 4/rf TRAFFIC ENGINEER DATE CHECKED BY: APPROVED BY: V COLLEGE/WILLOX IMPROVEMENTS PROJECT EWP CHECKED BY: DATE: EWP IRRIGATION DESIGN EET 55 OF 65 CI - 299 Ot m N CONSTRUCTION NOTES V DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins Y: I DRAWN MLP I MLP 1440 NINES IRRIGATION CONSULTANTS, INC. IrIT01 DlIpN Alin I O1vilm 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 I N T E R W E S T Telephone: 970.282.18DO Fox: 970.226.4662 THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 2) PEDESTAL MOUNT THE IRRIGATION AUTOMATIC CONTROLLER AT THE - APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2"&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. N 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UT LITY PLAN APPROVAL �I s'ILi APPROVED: 1 CI ENGINEER DATE CHECKED BY: /`N7,► _ WATER & WASTEWATER UTILITY DATE CHECKED BY: �rt1F STORM ATER num DATE //// RAA0`o C ^2"f '4cr CHECKED BY: CC -" !/.AAA PARKS & RECREATION DATE CHECKED BY: Nr/ TRAFFIC ENGINEER DATE CHECKED BY: DVED BY: v COLLEGE/WILLOX IMPROVEMENTS PROJECT EWP SCALE: DATE: CHECKED BY: DATE: 1 "=20' _ 4Z 6/2010 ,EWP IRRIGATION DESIGN DATE SHEET 56 OF 65 C1 - 299 a m N r s— Q0 L1 / IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC n ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE NOTED _f�— UNCONNECTED PIPE CROSSING �-- POINT -OF -CONNECTION ASSEMBLY m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB 0 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P H GATE VALVE ASSEMBLY c QUICK COUPLER VALVE ASSEMBLY AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) (9 AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ10OBCOM <V-)-r FLUSH UNIT ASSEMBLY —� INDICATES CONTROLLER AND STATION NUMBER Al f_ INDICATES LATERAL DISCHARGE (GPM) 14 1' — INDICATES VALVE SIZE (INCHES) �— INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) (A IRRIGATION AUTOMATIC CONTROLLER CONTROLLER A: HUNTER ICC-800-PED: 5 STA USED CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-88: 2 STA. USED CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED 0 DATE: �n n • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 1 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES FLOW (GPM): Q-0.65 H-1.30 F-2.60 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): Q-0.93 H-1.85 F-3.70 POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 W ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 PRESSURE 30 PSI FLOW: 0.25 GPM Qf r !S POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 iff i f if POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET PRESSURE:40PSI FLOW (GPM): 0-0.40 H-0.74 F-1.47 0 15 0 POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins MLP SCALE: 1 "=20' CONSTRUCTION NOTES THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 21 PEDESTAL MOUNT THE IRRIGATION AUTOMATIC CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER `� TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. 41 CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2"&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. � CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. 7) CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. �) CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. DRAWN BY: MLP DATE: 4/26/2010 HINES IRRIALION CONSULTAMS, INC. FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226.4662 INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P N Fi::::: 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UT Y PL�OVAL APPROVED: CITY ENgNEER DATE CHECKED BY: x WATER & WAS WATER UTIUTY DATE CHECKED BY: /J Srop WA UTILITY DATE CHECKED BY: .jA o: `a 'S -a'Y -b PARKS & RECREATION DATE CHECKED BY: Qi TRAFFIC ENGINEER DATE CHECKED BY: APPROVED BY: v COLLEGE/WILLOX IMPROVEMENTS PROJECT EWP CHECKED BY: DATE: IRRIGATION DESIGN EWP SHEET 57 OF 65 r r C1 - 299 a m N f t.� IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC n ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE NOTED �- UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB Q FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P H GATE VALVE ASSEMBLY c QUICK COUPLER VALVE ASSEMBLY `y AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ1008COM <VLr FLUSH UNIT ASSEMBLY ��- INDICATES CONTROLLER AND STATION NUMBER Al r- INDICATES LATERAL DISCHARGE (GPM) 14 l ' INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) CA IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER ICC-800-PED: 5 STA USED CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-8B: 2 STA. USED CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED Ln W W z cn W W REVISIONS: o e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES FLOW (GPM): Q-0.65 H-1.30 F-2.60 n • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): Q-0.93 H-1.85 F-3.70 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 0 ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 PRESSURE 30 PSI FLOW: 0.25 GPM Q! & AY POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 0 0 .i POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI (PER CITY METER SHOP), AT A MAXIMUM DISCHARGE OF 10 GPM AT THE 0.75-INCH IRRIGATION POINT -OF -CONNECTION (POC). BACKFLOW, AND MASTER VALVE SHALL ALL BE THE SAME SIZE. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. A. IT IS UNDERSTOOD THAT THE EXISTING IRRIGATION SYSTEM FOR WILLOX ON -SITE IRRIGATION HAS 80 PSI+ WITH A MINIMUM OF 50 GPM AVAILABLE TO UTILIZE. MAINLINE IS SIZED FOR 50 GPM. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. REPRESENTATIVE. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING LOCAL ELECTRIC UTILITY CODES. SHOULD BE NOTED: 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WHENEVER POSSIBLE. WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE 11. INSTALL TWO (2) #14 AWG CONTROL WIRES FROM CONTROLLER PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING CASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE MATERIALS, AND ARCHITECTURAL FEATURES. BOX. (NO SPARE WIRES ARE NECESSARY FOR THE ON -SITE WILLOX IRRIGATION SYSTEM AS THE SYSTEM UTILIZES A TWO -WIRE CONTROL C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF PATH). CROSS TYPE FITTINGS IS NOT ALLOWED. 12. REMOTE CONTROL VALVES ON WILLOX IRRIGATION SYSTEM SHALL BE INSTALLED ON A TWO -WIRE CONTROL SYSTEM AND WILL THEREFORE REQUIRE DECODERS. REFER TO TWO -WIRE CONTROL SYSTEM DETAILS. Fort Collins H/W IRRIGATION CONSULTANTS, INC. FORT COWNS, COLORADO 80526 Telephone: 970.282.18D0 Fax: 970.226.4662 DESIGNED BY: DRAWN BY: "APPROVED BY: MLP MLP EWP SCALE: DATE: CHECKED BY: 1"=20' 4/26/2010 . EWP DATE: INTERWEST CONSTRUCTION NOTES THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. PEDESTAL MOUNT THE IRRIGATION AUTOMATIC CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. 4� CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2"&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. N ��0 10' 20' 40' CITY OF FORT COLLINS, COLORADO TILrTY P AN APPROVAL APPROVED: -�`/ Cl ENGINEER DATE CHECKED BY: (/.'l/� WATER hWA'SWATET� R UTILITY DALE CHECKED BY: A/• d ST MWA �un_u y DATE /J CHECKED BY: / 4" e__ S --Af';O PARKS & RECREATION DATE CHECKED BY: All TRAFFIC ENGINEER DATE CHECKED BY: DATE COLLEGE/WILLOX IMPROVEMENTS PROJECT SHEE5s IRRIGATION DESIGN OF 65 C1 - 299 N 1 V - V MATCHLINE COLLEGE- I- OCONTRL NE 4" POWER EX EL: 84.2 « 4' PR El: 85.1 B-80.5 FOO(CONCRETE DB) r rl EX EL* 85.2 FIR El: 85.4 T=82.3 j 3/4" GAS ' EX EL: 85.0 E C PR El: 85.6 DEL 85.1 4 T-81.1 PR EI: 85.4 IX EL• 83.8 #105f T-a24CA� #WEST LAMPLIGHTERI PR EI: 85.1 T-82.4 , EX EL 85.3 j "" 9 B-82.2 LODGING, /NC.PR EI: 85.5 2" POWER I I T-83.4 j 6" PVC WATER T-828 +! B-83.2 ( PR El: 85.4 B-826 g 8-79.5 EXCEL• ( 83.6 DN' f PR El: 85.1 $ j 60' CLEAR TO ROCKS-79.7 W I WATERER Ti I EL 84. 85.2 PR ET 9.7 Ia. j I 4' GAS 14 #10 GAS EX EL• 85.1 - EX EL 84.9 #102 PR El: 53 PR El: 85.0 8 24" CSP STORM PIPE •^ .T=82.0 #45 EX EL 84.9 =8P• 2" COMCAST - - PR EI: 85.2 I EX EL 84.7 T-81.4 j PR EI: 84.9Ll I T=82.4 FO (CONCRETE D8) f 5t 44 8=82.2 EX EL• 84.7 j I : 84.7 EX EL PR El: 84.9 V07 PR El: 84.9 T-80.5 2 FO _ T=80.5 f I B=80.0 EX E84.5 ..y' c ' - PR El: 84.6 • • ` T-80.1 . �•'". ,F ( GAS SERVICE 2C j f TR84.4 80.6 I PR ET=79.6 '- ' PR EI: 84 8 � . 80.5 1.. EX EL- 84.5 - #110 ` I PR 84.4 EI: 24" CSP STORM PIPE `' FIR El: PR El: 84.8 �" WATEX EL 84.7 ER E DC EL $4.2 B-81.5 I I T-61.5 E% EL 84.2 PR EI: 84.2 II Cy� PR El: 84.2 9k 2" COMCAST #111 6 T=79.4 " T-80.8 MIN/ /ART I IX EL GAS f 20 G�o SERVICE � Vic' - JJ PERELOT I IT PR EI: 84.8 .; P. U. D. I r-a2s j B-eo. - - _j I I 8=81.5 j I MINOR SUB. 14 1 w I I I I �114 Y-0 --- _ 13 fj FO (CONCRETE DB) + 6 P W r'� ( o EX EL• 84.1 - V �� 8 o , / PR El: 84.3 V ^ /116 T-81.8 '�• �' + - 4" GAS ! r L_ _J \� #117 W EX EL 83.7 i ✓ w � 4' POWER �. �. PR EI: 83.8 i � I IX EL 83. #114 I O tT B= 0.4 WATER SERVICE (DNF) PR El: 83.5 EX 214.2 \ 80.1 EX EL 83.5 - - - - - T=81.1PR El: 83.6 ' u /'% i•"' B-80.9 PR El: 84.3 _ f Ir , 70' CLEAR-77.7 AAS #118 T=82.1 Mitt'' #t17 106 / 6' POWER --'•�� 4' POWER ( .., EI' WATER EX EL 83.2 #115- EX EL• 83.8 / T-79.7 QWEST _ PR EI: 84.0 I +' I I FIR El: 83.6 B-79.1 E% EL• 84.2 Yid s� T=81.9 ' . • 1=77.9 XFIR EI: 84.3 " ' - =81.8 B=76.9 CABLE N (DNF) -- ^ -N�`L' .4 :. <' :� W W Y COMCAST EX EL: 83.2 s EX EL 83.5 - "•.:., 40' CLEAR TO ROCKS=79.8 .•jji. -..' •' T PR El: 83.6 • ' T=80.4 ,« •.; QWEST(DNF) 4, r w; -i' ':j y •, ,. - +4- •'�' EX EL 83.8 �..'• : . #320-321 ' ' PR EI: 84.0 « POWER �- '� ''1 36' CLEAR TO ROCK-81.2�+ 't�.,-• 22 '+' EX EL:* 82.4 19 ' +: - •': " - ' + , , . PR El: 82.7 #i . ,...-; .• • a r p.. .r POWER DUCT T=Ei o EAST W/LLOX LN, ,'ff FO (CONCRETE DB) . ; >t" : •.. ;g' • . ' . .a '.•. ' , ::. • 1 • . EX EL 82.4 B-80.8 «-��.*• 4-++- +�.a-+, EX EL• 83.8 + `' PR EI: 82.7 PR El: 84.0 ' •^ i :., . +/�.. a.: ; • :..: ..'. T=80.2 - 1B-81.7 '.•it. ir.: ri•r�: "•. ''a t # 40# ' ♦ , • ;,. .+• i • ..: ;•':.;.:.Sr"" , -51+ - O WE jliR �32+ # +Ik Xn` '' • '" • Vs; :4' .'' i• r : ,j .:.• ', IU EX? EL• 81.6 I w W - -ice».-+.«...« Nf f� �; . { ...'r ♦ ; T• It, a ' .+ is +1 #32 . •' " ' r POWER (DNF) i" ',i., :. �+ :'} • , W W W W - EL 83.3 . '.9. ' • PR El: 83.2 s•:i, rt ..+A,.<. ,'i•,r . r 3'. r 510 POWER 72" CLEAR-7 6.2 - - wF i. r:+••• t - _ ; ' a. a - - - - - PR EI: 82.3- #23 ;,i, ..- •. . ••ST QWEST, r •. .ram _ 3 IX El WE 82.6 #24 \ -;2;d QWE$T (DNF)•: '' •�., �- C #12 E PR EI: 83.0 QWEST IX EL 83.3 POWER [ ] ® G T-80.7 E% EL• 83.0 <' PR EI: 83.2 EX El: 82 .-i i PR EI: 83.0 72' CLEAR=75.1 G PR EI: 83.2 0-- T-79.4 (� *J 8=806 #25 \ I FO EX I I \ •� \ -� -L EX E\ I EX EL 83.3 31 TRAFFIC POWER % / I PR El: 83.2 3 IO \ EX EL 82.6 PR El: 83.0 T-79.6 \ PR El: 83.2 LOT 1 . T-81.0 \ `•. w B-79.4 / I T=790 8=81.0 \ I • 415QwEST J B78.5 COUNTRY #26 \ #35 I I I, EX EL* 82.4 QWEST (DNF) #28 + I I QWEST PR El: 83.0 I 3 CLUB EX EL• 82.9 TRAFFIC . • I EX EL• 83.3 I T-80.4 - - - - POWER PR EI: 82.9 EX EL 82.8 •I N I PR El: 83.2 B=80 1 - - - - EX EL: 82.7 CORNERS 40' CLEAR-79.8 PR EI: 83.1 I I 8-81 3 I I I - - - - - - - - FIR 83.3 T:80s I THIRD #27#PO 16WER B=78.0 POWER X - I L w T1RAFFIC #17 I I EX EL 82.4 EX EL 82.9 X I #WEST #130 GAS I PR El: 83.0 :R4 EX EL 83.2 PR El: 79'6 I j, STORM DRAIN PR EI: 83.2 EX EL• 825 I I 9=80.5 EX EL 82.6 EX EL• 82.8 EX EL 82.8 PR EI: 83.0 I . PR EI: 831 � T=78.6 PR EI: 83.3 I PR 0. 83.1 T=74.6 T=80.7 I T-80.8 B=74.3 �• I I B-77 9 I I I iV'� SI� II I I I i LOT WmLOX CROSSING P. U. I �i�,I 1.•i� � �� i r II li��.•i I Ili------- y� HIV j/ / / \ i i I W o I I EX EL 9 RVICE (DNF) / / BRECKENE RIDG ' I ' I PR El: 91.9 #69 / 6' PVC WATER / I i � EX EL 91.6 PR El: 91.9 #72 T=86.0 / L II 4" GAS L -i7P EX EL: 91.7 PR El: 91.7 T-88.5 I 26 GAS B-88.2 -� �, i f EX EL: 91.5 I - - - -I _I i ��• ( T1.0 91.8 =88 d / 8=87.3 2-2* 2" POWER I ' r• f ( EX EL 91.0 - PR El- 91.9 \ I T-a7.7 #73 ' i f g - - - 8=87.2 - - 2" POWER f + • n. EX EL 91.7 PR El: 91.7 i ' I - - - - T-88.9 f W B-88s�' 30 15 O 30 60 I GSr.GRAPE S #88 •' j 2" COMCAST - - SCALE' I 30' " = EX EL 90.6 f j PR El: 91.4 / OWE T ( f B=88.6 / I IX EL* 91.0 I 3 PR ET-88.4 FO (CONCRETE DB) f �5 EX EL* 91.0 I w f j E FO PR El: 91.1 IX EL 97.2 T=88.4 ~ f f PR 0. 91.5 T-90.0 I I B-89.1 EX EL 90.9 .� ' POWER (CONCRETE) LEGEND PR El: 98.4 j I IX EL-91.1 ,. PR EI: 91.5 B-88.2 1 1 g j 6=89.1 2" COMC AST EXISTING UTILITY R EX EL: 34.2 EXISTING GROUND ELEVATION 2. POWDER i ° COLLEGE PR EL: 34.4 PROPOSED GROUND ELEVATION EX EL: CONTROL NE #63 T=27.8 TOP OF UTILITY -(ELEVATION) PR EI 99.3 f I WATER 91.2 B=27.6 BorroM OF UTILTY=(ELEVATION) T=86.3 j ( (L W TR El: 91.3 B-86.2 CAST QWEST 44.~ i I E% ELa•490.7 #'62 DATUM ELEVATION 4900 EX EL 91.2 f PR EI: 90.9 2-3/4" WATER SERVICES PR El: 91.3 f J T- 5 f T=88.2 EX EL 91.0 8=88.0 PR El: 91.2 / T=86.8 8=88.6 • 2' POWER ♦ fi f - •' �'7t_f w EX POWER 90.7 / 1, PR EI: 89.4 '• 4'•' - PR El: 90.9 LEGENDS r-as.7 f "� T-88.7 HOLDINGS, LLC(� j B=has CALL UTILITY NOTIFICATION 1 rNw j •�I. CENTER OF COLORADO 4' GAS 811 EX EL 89.5 �, f PR El: 89.7 . - - S19LL 2-BUSINESS DAYS IN ADVANCE T-86.5 &W BEFORE YOU DIG, GRADE, OR EXCAVATE 8=86.3 •: ..- f ,�, I _ - FOR THE MARKING OF UNDERGROUND R, I MEMBER UTILITIES. Q j FO (CONCRETE DB) 5• � I I EX EL• 89.7 `V ( PR EI: 89.9 L 2" POWER I NOTES: EX EL 88.3 IS RESPONSIBLE FOR LOCATION, PROTECTIO, BR83L•388.5 I & COORDIANATOION OF RELOCATION OF ALL EXISTING UTIL TIESN SEE GENERAL NOTES FOR ALL REQUIREMENTS. EX EL• 89.9 •+ T=86.9 B=ee.e j I I 2" COMCAST 2. THIS PLAN IS FOR INFORMATION ONLY &DOES NOT REFLECT �+ ( EX EL 88.3 I I ALL SITE CONDITIONS. #83 ' j 3 PR El: 88.5 4" GAS f T=86.1 _ EX EL 88.2 j f ! • - B-85.5 - J - 3. SHALLOW UTILITIES ENCOUNTERED WITHIN THE RIGHT-OF-WAY PR El: 88.4 E 8-85.0 E - DURING CONSTRUCTION SHALL BE FLOWFILLED UP TO THE �� V001 T=85.4 BOTTOM OF THE PROPOSED PAVEMENT SECTION. � ( f ' POWER (DNF) # f EX EL 88.2 PR El: 88.4 -1 F 60" TO T OF ROCKS-83.3 I . ' '•. I- FO (CONCRETE DB I #gg iq j I j •• EX EL 1-4 QWEST }, ; • jf, j f PR El. 88.6 EX EL• 88.5 • • ' T-86.0 I PR EI: 88.8 . • : 'f; j •A B=85.8 92 00 f FD(CONCREETE DB) I I III f T3Ra9:86.9 j 7' I I II _-�--1- •' A91 • OWEST HALL ADDI#O, • 86-91 PR I 870 f 2-2 POWER EL 86.9 FIRST I - - FIR PR EI: 87.0 T=83.6 -_ - 8=83.3 L y • 3 : 3/4- GA! I 0000 EX EL 86.9 #90 PR El: 87.0 4' GAS ( ' T=84.1 EX EL• 86.6 B= I PR EI: 88.8 8-83.B WATER (DNF) EX EL, 85.6 PR EI: 85.8 • • 72" CLEAR-7 .44- 3 POWE - - EX EL 85.6 r. . a %. PR El: 85.6 T-81.3 •. . I T=84.9 a 1 GAS (DNF) I EX EL• 85.7 PR EI: 50.5 50" GLEAR=81.0 I F07(CONCRETE DB) EX EL: 85.8 El: TR82.485.9 O WEST EX EL B6.0 PR El: 86.0 I T-83.4 ' B=83.3 MATCHLINE WATER TEE ', '.� IX EL• 86.2 PR EI: 88.8 T=81.8 I 8-81.1 II • I I L-I 1218 W. Ash, Suite C Windsor Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UITILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEER D� G1 CHECKED BY: 1, - OR - WATER A WASTEWATER UDUTY �v A r •• o CHECKED BY: AIA t 34 STGRMWATER UDUTY aa CHECKED BY: 1'�' - (e 4 _l 1p � !y PARKS R RECREATKIN S/OlVAL CHECKED BY: NC aNEER - CHECKED BY: - REVISIONS: DATE: 9. ¢• DESIGNED BY: (DRAWN BY: APPRQVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT "SHEET CITY OF FORT COLLINS, COLORADO Fort�Collins MPo Es SCALE: (DATE: CHECKED BY: (DATE: EX UNDERGROUND UTILITY LOCATES -COLLEGE OF 65 ENGINEERING DIVISION 1 "=30' 04 26 10 C1 - 299 m a N 1 VISIONS: ALUMINUM ENCLOSURE: STRONGBOX SBBC-30AL )UCED PRESSURE BACKFLOW PREVENTER: 3CO MODEL 825YA (3/4-INCH SIZE) 4SS UNION (1 OF 2) 4-INCH MALE ADAPTER WITH PVC CAP 4-INCH TYPE COPP R INCH SLEEVE �1 OF 2 FINISH GRADE INCH CONCRETE PAD, 6-INCHES LARGER THAN LOSURE (EACH SIDE) \SS 200 PVC MAINLINE TO MASTER VALVE 4-INCH SCH 40 PVC MALE ADAPTER PPER FEMALE ADAPTER 4-INCH TYPE K COPPER FROM METER NOTES: 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 2. SLOPE TOP SURFACE OF PAD AT 0.5 % WITH BROOM FINISH. MAKE PIPE SLEEVES WITH 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. 4. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. UNIT (3/4-INCH) VALVE BOX WITH COVER: ARMOR 181104 BRAND LID WITH VALVE "QC" FINISH GRADE QUICK COUPLING VALVE: RAIN BIRD 5LRC STAINLESS STEEL HOSE CLAMP (1 OF 2) 2"x2"x24" REDWOOD STAKE _ 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL 200 0 0�0o BRICK (1 OF 2) 000 00000 SCH 80 PVC NIPPLE, TOE (LENGTH VARIES) PRE -FABRICATED SWING JOINT: SPEARS 5805-010-10 PVC MAINLINE PIPE SCH 40 PVC TEE OR EL WITH FPT OUTLET VE ASSEMBLY 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) CHRISTY ID TAG VALVE BOX WITH COVER: ARMOR 170128 BRAND LID WITH VALVE NUMBER � FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: 3" MI RAIN BIRD PESB SERIES (SIZED AS SHOWN ON DRAWINGS) SPEARS PVC TRUE UNION BALL VALVE PVC SCH 40 EL (1 OF 2) APPROVED GEOTECH FILTER FABRIC C�Q oOOo 0 00 (EXTEND 10" UP BOX WALL) < 0 BRICK (1 OF 4) PVC SCH 80 PIPE (LENGTH AS REQUIRED) PVC MAINLINE �� PVC SCH 40 TEE OR EL LOOP 1' OF 2 SPARE WIRES IN VALVE BOX 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL COMBINED PRESSURE REGULATOR AND Y-STRAINER NOTE: 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH HOSE CLAMPS. PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. PINCH CLAMPS ARE NOT ACCEPTABLE. 2. UTILIZE RAIN BIRD XCZ-100-COM DRIP VALVE ASSEMBLY. 3. UTILIZE RAIN BIRF XCZ-LF-100-PRF FOR FLOWS LESS THAN 5 GPM. q REMOTE CONTROL DRIP VALVE ASSEMBLY DATE: ALUMINUM ENCLOSURE: STRONGBOX SBBC-30AL )UCED PRESSURE BACKFLOW PREVENTER: 3CO MODEL 825YA (1-INCH SIZE) \SS UNION (1 OF 2) 4-INCH MALE ADAPTER WITH PVC CAP NCH TYPE L COPPER INCH SLEEVE (1 OF 2) FINISH GRADE INCH CONCRETE PAD, 6-INCHES LARGER THAN ;LOSURE (EACH SIDE) kSS 200 PVC MAINLINE TO MASTER VALVE NCH SCH 40 PVC MALE ADAPTER 'PER FEMALE ADAPTER NCH TYPF K COPPFR FROM MFTFR NOTES: 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 2. SLOPE TOP SURFACE OF PAD AT 0.5 % WITH BROOM FINISH. MAKE PIPE SLEEVES WITH 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. 4. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. BACKFLOW P UNIT (1-INCH) VALVE BOX WITH COVER: ARMOR 181104 FINISH GRADE PVC BALL VALVE (SAME SIZE AS MAINLINE) SCH 40 PVC MALE ADAPTER (1 OF 2) PVC MAINLINE BRICK (1 OF 2) 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL PVC BALL VALVE ASSEMBLY RESTAURANT SITE DIFFUSER BUG CAP: RAIN BIRD MODEL DBC-025 1/4-INCH TUBING STAKE: RAIN BIRD #TS-025 1/4-INCH DISTRIBUTION TUBING MULCH BED ----\�----------- FINSH GRADE DRIP LATERAL PIPE DRIP EMITTER (REFER TO SPECIFICATIONS) SINGLE OU ASSEMBLY CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION VE ASSEMBLY 3 MIN. VALVE BOX WITH COVER: ARMOR 170128 BRAND LID WITH "MV" FINISH GRADE/TOP OF MULCH 30-INCH LINEAR LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) MASTER VALVE: RAIN BIRD PEB (SIZE TO MATCH POC) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC MAINLINE TO SYSTEM BRICK (1 OF 4) PVC SCH 40 MALE ADAPTER (SPEARS SR-2-0801) NON -WOVEN LANDSCAPE FABRIC 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) CHRISTY ID TAG VALVE BOX WITH COVER: ARMOR 170128 BRAND LID WITH VALVE NUMBER REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES (SIZED AS SHOWN ON DRAWINGS) FINISH GRADE/TOP OF MULCH SPEARS PVC TRUE UNION BALL VALVE PVC SCH 40 EL BRICK (1 OF 4) PVC SCH 80 PIPE (LENGTH AS REQUIRED) PVC MAINLINE PVC SCH 40 TEE OR EL LOOP 1' OF 2 SPARE WIRES IN VALVE BOX PVC SCH 40 MALE ADAPTER (SPEARS SR-2-0801) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL TURF VALVE ASSEMBLY PLAN ROOT BALL RAIN BIRD RWS-B MLP 4CH GRATE BUBBLER ASSEMBLY WATERING SYSTEM: !IRD RWS-B-C-1401 X 36' CANNISTER 3 PIPE ASSEMBLY BIRD SWING PIPE WITH SWING ELLS POLY DRIP LATERAL DRIP LATERAL RAIN BIRD SWING PIPE ROOT WATERING SYSTEM ASSEMBLY MLP SCALE: DATE: 1 "=20' 4/26/2010 FINISH GRADE VALVE BOX WITH COVER: ARMOR 181104 BRAND LID WITH VALVE "IGV" 4-INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 2) GATE VALVE: MATCO BRAND, SOLID WEDGE, SQUARE OPERATING NUT, IPS THREADS, NON -RISING STEM (SIZED TO MATCH MAINLINE) PVC MAINLINE PVC SCH. 40 MALE ADAPTER (SPEARS SR-2-0801) NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. ISOLATION GA ASSEMBLY SPRAY NOZZLE, PER PLAN: SEE LEGEND FOR MODEL FINISH GRADE/TOP OF MULCH POP-UP SPRAY BODY: WITH 'SAM' AND 'PRS' FEATURES SEE LEGEND FOR MODEL 1/2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 PVC LATERAL PIPE PVC SCH. 40 TEE OR EL SWING PIPE, 12-INCH LENGTH: RAIN BIRD SP-100 4-INCH POP-UP SPRAY/ROTARY SPRINKLER ASSEMBLY HINES IRRIGATION CONSULTANTS, INC. SYJTM O!I►YAI AND WATM NANAMlIIIT MMVIM 323 W. DRAKE RD, SUITE 204 FORT GOWNS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226.4662 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P P APPROVED: CIT`Y,ENGINEER DATE CHECKED BY: /W WATER &,'WASTEWATER UTIUTY DATE CHECKED BY: /t/• A STOpRMWA-AR UTILITY DATE ��"� P"_Lm� S_,&f_l e CHECKED BY: PARKS k RECREATION DATE CHECKED BY: _,t�4 TRAFFIC ENGINEER DATE CHECKED BY: APPROVED BY: v COLLEGE/WILLOX IMPROVEMENTS PROJECT EWP CHECKED BY: DATE: EWP IRRIGATION DETAILS SHEET 59 OF 65 Ci - 299 O". 0% N r U LANDSCAPE, BY OTHERS NETAFIM 10-F-01 OPERATION/ PRESSURE INDICATOR SET DRIP IRRIGATION TUBING NOTE: 1. INDICATOR FLAG RAISES TO 90 DEGREES WHEN PRESSURE REACHES 10 PSI OR MORE. INDICATING THAT THE SYSTEM IS OPERATING. 2. CONTRACTOR TO INSTALL INDICATOR IN A VISIBLE AREA. 3. INSTALL ON DRIP SYSTEMS AND BUBBLER SYSTEMS. �DRIP SYSTEM INDICATOR ASSEMBLY WATER PROOF CONNECTION (1 OF 2) 30-INCH LINEAR LENGTH OF WIRE, COILED CHRISTY ID TAG VALVE BOX WITH COVER: ARMOR 170128 BRAND LID WITH VALVE NUMBER VALVE DECODER: HUNTER ID100 ---------- - jrkp&W�FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PESB SERIES (SIZED AS SHOWN ON DRAWINGS) SPEARS PVC TRUE UNION BALL VALVE PVC SCH 40 EL (1 OF 2) APPROVED GEOTECH FILTER FABRIC OO Oo 00° "IO wo 00 (EXTEND 10" UP BOX WALL) 0�00 0 BRICK (1 OF 4) PVC SCH 80 PIPE (LENGTH AS REQUIRED) PVC MAINLINE PVC SCH 40 TEE OR EL LOOP 1' OF 2 SPARE WIRES IN VALVE BOX 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL COMBINED PRESSURE REGULATOR AND Y-STRAINER NOTE: 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH HOSE CLAMPS. PLACE CLAMPSON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. PINCH CLAMPS ARE NOT ACCEPTABLE. 2. KEEP MINIMUM OF 3" FROM TOP OF SOLENOID TO VALVE BOX LID. 3. UTILIZE RAIN BIRD XCZ-100-COM DRIP VALVE ASSEMBLY. 4. UTILIZE RAIN BIRF XCZ-LF-100-PRF FOR FLOWS LESS THAN 5 GPM. :'VALVE ASSEMBLY (WILLOX SYSTEM) MAINLINE, LATERAL, LATERAL PIPE PIPE AND WIRE & 24-V WIRE SLEEVING GRID. ® EXCAVATED MATERIAL BEDDING & COVER MATERIAL TYPICAL THE DETAIL m SLEEVE �CONC. SLAB ..IRING SLEEVE o O o 0000o p0 0 �� 000L5,0 00000 00 000 0 00 VALVE BOX WITH COVER: ARMOR 181104 BRAND LID WITH "FC" FINISH GRADE/TOP OF MULCH FLUSH CAP: AGRIFIM MODEL CETC-34 3/4-INCH COMPRESSION FIT CROSS - THREADED CAP DRIP TUBING LOOP 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 2) 3/4-INCH DRIP LATERAL PIPE 3/4-INCH COMPRESSION EL NOTE: 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF BOX DURING BLOWOUT. DRIP FLUSH CAP ASSEMBLY RAIN/TEMPERATURE SENSOR: AQUA CONSERVE RTS-2. SET ADJUSTMENT TO 1/8TH INCH. MOUNT SECURELY TO POST LABEL CONTROLLER WITH 4" HIGH VINYL LETTERING. (LABEL PER PLAN) CONTROLLER: AQUA CONSERVE PER LEGEND 'ROOF CONNECTION (2 OF 4) ID TAG: BRAND WITH STATION NUMBER CONTROL VALVE: RAINBIRD PEB 3OX WITH COVER: ARMOR BRAND LID WITH VALVE NO. AS SHOWN ON DRAWINGS) JRADE/TOP OF MULCH )ECODER: HUNTER ID100 _L VALVE: SIZED SAME AS VALVE H40EL 1 OF 4) H 80 NIPPLE I AS REQUIRED) NLINE H 40 TEE OR EL PATH OR HUNTER IDEWIREI H 40 MALE ADAPTER j.u—mind MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL TURF VALVE ASSEMBLY (WILLOX SYSTEM) NOTES: 1. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE 6X6 TREATED REDWOOD POST FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALL GROUNDING ROD AT LEAST 8' FROM CONTROLLER FOR SURGE PROTECTION. 3. UTILIZE PAIGE ELECTRIC "ONE-SHOT" WELDING KIT, PART NUMBER 1820037. 4. INSTALL ONE (1) DRIP EMITTER FROM NEAREST DRIP VALVE IN VALVE FINISH GRADE BOX HOUSING GROUNDING ROD. 5. COORDINATE INSTALLATION WITH STEVE LUKOWSKI WITH CITY OF FORT COLLINS PARKS DEPARTMENT. CONTROL WIRES TO ELECTRICAL VALVES #6 BARE COPPER GROUNDING WIRE TO BRONZE CLAMP COPPER CLAD GROUNDING ROD (5/8" X 8') PAIGE ELECTRIC PART NUMBER 182007. POST -MOUNTED CONTROLLER ASSEMBLY (MEDIAN) NOTES: 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. "SNAKE" UNSLEEVED PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES. 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION PAVED SURFACE CURB AND GUTTER IF APPLICABLE ROUGH GRADE 2" PVC PIPE SLEEVE MARKER - INSTALL AT BOTH ENDS OF EACH SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH GREEN FLUORESCENT PAINT. IN. 6" MIN. SEAL ENDS OF SLEEVES WITH CLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) NOTE: 1. ALL SLEEVING TO BE SCHEDULE 40 BE PVC, SIZED AS NOTED. 2. INSTALL SLEEVES IN SIDE -BY -SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. 20 TYPICAL SLEEVING DETAIL Fort Collins MLP MLP SCALE: DATE: 1"=20' 4/26/2010 APPROVED BY: EWP CHECKED BY: DATE: EWP GROUND WIRE OF DECODER CONNECTED TO GROUND ROD USING BRASS CLAMP --2-WIRE COMMUNICATION PATH BLUE WIRES TO 2-WIRE COMMUNICATION PATH 1111\IIII FINISH GRADE SURGE ARRESTOR: HUNTER LSP-1 DBY CONNECTORS WHITE WIRES TO SOLENOID VALVE BOX DECODER:HUNTER BLUE CASE CHRISTY ID TAG: MARK WITH STATION NO. EXPANSION COILS BRASS CLAMP SOLENOID VALVE BOX EXTENSION (LENGTH AS REQUIRED) '{y 3/4" WASHED GRAVEL .anti: 5/8" DIA. X 8'-0" COPPER CLAD GROUND ROD, DRIVEN INTO GROUND WITH TOP OF ROD MINIMUM OF 6" BELOW GRADE. 50 OHMS OR LESS. SEE HUNTER OR SPECIFICATIONS FOR COMPLETE GROUNDING INFORMATION. NOTES: WIRES MUST EXTEND 12" ABOVE VALVE BOX FOR SERVICE. TYPICAL GROUNDING (AT VALVE) ASSEMBLY MINIMUM 10 FT. PVC SWEEP ELL 1.5" SIZE RAIN SENSOR: MINI-CLIK II SET ADJUSTMENT TO 1/8TH-INCH. MOUNT SECURELY TO ROOF WITH ALUMINUM SCREWS UNDER OVERLAPPING SHINGLE. A LABEL CONTROLLER WITH 4" HIGH VINYL LETTERING. (LABEL PER PLAN) PEDESTAL MOUNT CONTROLLER: SEE LEGEND FOR MODEL ® 120 VOLT, 15 AMP 3-PRONG RECEPTACLE 3' COIL OF ALL SPARE WIRES STORED WITHIN PEDESTAL, USE WIRE TIES TO SECURE COILS 24" X 18" X 18" CONCRETE FOOTING FOR PEDESTAL ASSEMBLY, ROUTE 120V AND ELECTRICAL POWER, COMMON AND CONTROL WIRES THROUGH CONDUIT AS SHOWN FINISH GRADE CONTROL WIRES TO ELECTRICAL VALVES #6 BARE COPPER GROUNDING WIRE TO BRONZE CLAMP COPPER CLAD GROUNDING ROD (5/8" X 8') PAIGE ELECTRIC PART NUMBER 182007. PEDESTAL MOUNT CONTROLLER ASSEMBLY (A&B CONTROLLERS) INTERWEST HINES IRRIGATION CONSUL TAN S, INC, 323 W. DRAKE RD, SUITE 204 FORT COWNS, COLORADO 80526 Telephone: 970,282.1800 Fax: 970.226.4662 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P � I / APPROVED: CITY ENGINEER DATE CHECKED BY: WATER h ASTEWATER T_1uTy DATE CHECKED BY:/, STORMWATEP UnUTY DATE ' CHECKED BY: s -2 r-• - PARKS &RECREATION DATE CHECKED BY: '�+Q TRAFFIC ENGINEER DATE CHECKED BY: DATE SHEET COLLEGE/WILLOX IMPROVEMENTS PROJECT 60 IRRIGATION DETAILS OF 65 1 - 299 O"I 0411. N 1 � LOT1 iWILLOX CROSS/NG P.U..D. j2'i R4/7 W/ TYE 3OBJECT MARKER (OM1-2) *'ter IL4 .:'s• � .r;..'t- f •7'.' N ♦.: ,.. f' N. COLLEGEAVEVS287) I X u + II n' 12' 1r 1r g sr 22r II I jI �r I (v 22r I I 0 Do ... :. 8 I M/N/ MART PROPOSED . P. U.O. TYPE III BARRICADE R4-7 W/ TYPE-3 -% f♦ I OBJECT MARKER (OMI PROPOSED SIGNAL POLE LAMPLIGHTER LODGING, /NC. II I BEGIN RIGHT TURN LANE YIELD T`O BIKES R4-4 (361x3o") I 4 —L ==_JI L) L) 1' I,1 1 :1 Eta n SPEEE LIMIT 40 R2-1 (24•x3n BEGIN RIGHT TURN LANE YIELD T`O BIKES R4-4 (36"x30') R3-2 (36"xW) HALL ADDITION FIRST ONLY SPECIAL (3o"K36") (2 SIGNS NORTH — SNARES POS LEGENDS HOLDINGS, LLC -Rehr OBJE T M WAW R (OMI \pil / (2 SIGNS) M(24exW) \ Ifl ile L PROPOSED \ Y4, BUS STOP WI2-1 R3 t7(36"x36FC-2 b COLLEGE CONTROL UNE I do 18+ � — 17 AN _yam I 65- I 85QD '—�- - b PROPOSED BUS STOP SIGNAGE BY DEVELOPMENT RIGHT �\ j } LANE � \�ry BIKES ONLY R3-2 (36%36 ) R3-17 FC-2 (24•x3W) COLLEGE AVENUE _- w- 23+00 _ DOPFZ '�—-223' - 18+00 — — I ��IEI�20+ +00 ^1 � F -_ PROPOSED / TYPE III BARRICADE SIGNAGE BY DEVELOPMENT /\ BRECKENRIDGE / m \I � \ BRECKENR/OGE I I I I �I aL 1I (n J NM - N N I LOT1 PEREZ MINOR SUB. _ _ YIELD (R6-4) �15s 81 L L, BEGIN y' 4 SIGNS LOT 1 : ( + L J RIGHT TURN LANE IC--D PARK SUB. w a — YIELD ,ll ,9 ,Zl ,Zl ,il A ,Zl I ,il ? .Al 0- z HAAS YIELD TO BIKES (36".x ;�7 � l- O / 0=9 I I l d V) R4 4 I-A(36"x30" tj R7 2 . • .. � � (38"x38" 38" WESTW/LLOXLN. m+ r `',; µ`Jr ry •'.�! •�,.. --208' -i- - - r OO 0 ..., %•: r .fig. 'r' .. „ - ® 1 2(' 2137 48+00 — 49+00'ti :. *�:'t " ." • i• 51+00 52+00 53+00 .054+00 �— 1 50+00 10 E. WILLOXI-N. 21 I T poi in t• .y. f -- i —i --- — — „- -- BEGIN I' •I - - - r - I •� o-- `��"'^ • " ,Zl .il zl .► ,Zl ,Zl r E 11 I R4 7 W/ TYPE 3 R4-7 W/ TYPE 3 YIELD TO BIKES i '�• I N 1 I — OBJECT MARKER (OMI JECT MARKER (OMI h R7-2 rlF.o R4-4 1! z yl f: — — — — III t- n (36'x36"x36") (36%301 0 - C : I , 41 I I "ALTERNATE BIKE SIGN J� 2 I I: Q I b` I I & LOT 1 (35"x36") ROUTE" SIGN aN) 1 ' � I ` COUNTRY CLUB R1-2 — — �' • .. ( I R4-7 W/ TYPE 3 (36"x36"x36") W CORNERS THIRD 5 OBJECT MARKER (0141-2) lu ,�, I M.P.H. _ w,3-t Lor2 V� I V II Ir. — — (Ta"x76• COUNTRY CLUB CORNERS THIRD STRIPING LEGEND EAST WIL]I.,„OX "NE ® 50 25 O 50 100 4" DASHED WHITE (10' W/30' GAP) NOTES: 1. ALL STRIPING TO BE DONE IN PAVEMENT MARKING PAINT IN ACCORDANCE WITH CITY OF FORT e 8" SOLID WHITE CHANNELIZING SCALE: 1 " = 50' COLLINS AND/OR MUTCD STANDARDS UNLESS OTHERWISE NOTED. ALL SYMBOLS SHALL BE CALL UTILITY NOTIFICATION (C)4" SOLID WHITE RADO W2-6 (36"Xw') "ALTERNATE BIKE '1 5 ROUTE" SIGN M.P.H. TYPE III BARRICADE WI3-1 PROPOSED --- --- BUS STOP 55+00 '' EAST W/LLOX LN. 80+pp � 62+00 WILLOX CONTROL LINE _ _— — — J zi ` NORKI PANG I ANY TIME Lor f, 19LK2 f— R7-1 I REPLATMo. I' OF (24"'GN7 (2 SIGNS) EVERGREEN PARK THERMOPLASTIC. SHOWN FOR STRIPING ARE FROM LIP OF GUTTER TO CENTER OF STRIPE OR ® 4" DOTTED WHITE (2' W/2' GAP) CENTER OF COLD 811 FOR INFORMATION ONLY 2. DIMENSIONS CENTER OF STRIPE TO CENTER OF STRIPE. ® 4" DOUBLE YELLOW LALL 2-BUSINESS DAYS IN ADVANCE 3. WALK AND TREE LAWN DIMENSIONS ARE FROM FLOWLINE TO BACK OF WALK. 4" SOLID YELLOW III DASHED YELLOW (10' W/30' GAP) BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING UNDERGROUND SIGNING AND STRIPING BY CITY MEMBER UTILITIES. 4" SOLID YELLOW 1218 W.Ash, Suite C Windsor . Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO U LI7Y PL�OVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED w-f'I CITY ENGINEER DATE Pp • I " CHECKED BY: • a6�IL WATER A wkwiff URUTY DATE a v : \ •• CHECKED BY: ��• 1 34288 ATER URUTY DATE %�,�,�110; CHECKED BY: �� �Fss/OWNAL PARKSV.A. 7K1N DATE \� E CHECKED BY: - CHECKED CHECKED BY REVISIONS. DATE: CITY OF FORT COLLINS COLORADO Y DESIG ED BY: III ES ES APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT SH61 Fort Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 111=501 04 2s 10 SIGNING AND STRIPING PLAN 65 14F I � G A fir JAI vw� C> \) t WEST W/LLOX LN. II ' 1 DROP /2 NORTHBOUND i i ( THROUGH LANE 60 30 0 60 120 SCALE: 1 " = 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 Z5 LAI I 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I N T E R w E s T 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS. COLORADO UTILITY PL�OVAL PREPARED UNDER THE DIRECT SUPERVISION OF � 5-/ APPROVED: " CITY ENGINEER DATE CHECKED BY: o � wA rk w A unuTr DATE ov o CHECKED BY 288 STORMwATER U11UTY DATE 1 CHECKED BY: N J �•. 'L2I J.� ?(yam PARKS',& RECREATION DATE F/ONAL•\ CHECKED BY: UENGINEER DATE CHECKED BY: DATE REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO „, DESIGNED MPOBY: IDRAWNSB APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT �SHfi2 Fort Collins SCALE: DATE: CHECKED BY. DATE. i OF ENGINEERING DIVISION 1"-60' I 04 26 CONSTRUCTION PHASING PLAN PHASE 1 o I 65 Q1 - 299 CT O111� N 4 s DROP /2 SOUTHBOUND �1 t WEST Wxi ox L-N. 0 o-. 60 30 0 60 120 SCALE: 1 " = 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 9At I 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I N T E R W E S T 1218 W. Ash, Suite C Windsor Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO U11LIT PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENfiNEFft �Pp0 ... CHECKED BY: _ p WATER k ,WA lER UTILITY 9 0 • o CHECKED BY: STORMWATER �r '• ���` j0: �� CHECKED BY: PARRS a RECREATION /ONAL CHECKED BY: TRAFFIC ENGINEER - CHECKED BY: _ REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO Fort Collins YDESIGNED BY: MPo DRAWN BY: TAPPROVED BY: se V,"SHEET COLLEGE WILLOX IMPROVEMENTS PROJECT 63 ENGINEERING DIVISION SCALE: DATE: CHECKED BY: DATE: 1"-60' I 04 26 10 CONSTRUCTION PHASING PLAN OF PHASE 2 65 1 - 299 rn O% N C1 - 299 GV 0 t� WEST WILL.OX LN. LvwIG I DROP /1 SOUTHBOUND THROUGH LANE, DIRECT TRAFFIC TO SHOULDER DROP /1 NORTHBOUND - - - i i THROUGH LANE I � - I T 60 30 0 60 120 SCALE: 1 " = 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 Pal t 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLONS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: LI L 1� CI ENGINEER 'RE , 0.. 1 CHECKED BY: 11A O WA ylAS1E UnuTr U • CHECKED BY: I .S • i3(288 STORMw TER LITY CHECKED BY: L _ ` 2 PPARKS s RE na+CREA TONAL CHECKED BY: �ti%D ENGINEER _ CHECKED BY: _ -DESIGNED BY: DRAWN BY: -APPROVED BY: -'""' REVISIONS. DATE. CITY OF FORT COLLINS, COLORADO ,. MPo Se 65 Fort Collins COLLEGE WILLOX IMPROVEMENTS PROJECT SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION - 1"=60' I 04/26/10 „ CONSTRUCTION PHASING PLAN PHASE 4 _ 65 C1 - 299 1/0 I I I 11 ��� � � IW-� I (o � � - � w i•I I I � I -I O 4.1 FO (CONCRETE DB) + 6" P W I -4 EX (� I - - - - f I 3 I I '_ •• • • <: �:. o EX El: 8.3 I V \ 8 I I C • . ~ l a , / PR El: 84.3 V` + /- ' \ i T=81.8 I 'a� 4" GAS !•: I I <- J I I I I I I to .� •' :' r a 17 I� 4i EX EL 83.7 , •. w I I / •: i '•f r 4" P WER �oj I � PR d: 83.8 •�:• I L - - J I 1 �[_ . • , + I Ex EL:* 83.1 /114 I O eTr B=80 1 ; ,WATER SERVICE (DNF) I \ i PR El: 83.5 QWEST \ 80.1 - - - - - K. Y, . r',.• i. ; • \ i EX EL 84.2 EX EL: 83.5 8 80.9 PR El: 84.3 1 I .: PR d: 83.6 HAAS I I / 4 : • .r :.' ' \ /118 T-82.1 T•I {�117 70" CLEAR=77.7 I ••a-• ,+: r::.i' r • .. •� . �.... .:•''.. - POWER --� 4' JL POWER ( :« 8" WATER I I I / r• `: ' •., EX EL 83.2 /1115 MATCHLINE •. I I EX EL 83.51 II N I I to \•. Y.-' :•...^+'�.� ` • \ T-79.7 QWEST w• PR EI: 83.6 7 B-79.1 EX EL: 84.2 i T=77.9 - - - - - - -i w r \ 4" QWEST 4" QWE . - ; • : • + 6. 4" QWEST '.. i- 1 SEE SHEET 6 8=76.9 -�-- I I ST EX EL 79.7 '•+- `•+ E% EL• 79.3 a• I I - i. j 19 ♦. • • - EX EL• 80.3 ..:4.. ....+ +. • ;w' • - _ • PR El: 80.0 PR Ei. 80.0 .... ...• `+ ' PR EI: 80.8 ' :• -,:, • • � � � f • <� COMCAST I I PR El: 80.3 ROW T=77.4 �"., i .: • , :. , ; CABLE TV (DNF) • I « . T=77.9 •"'< • -� '• s EX EL: 83.2 •v..t r,. EX 8.6 J •''+ :i' .'...'. ,a.: .p '•+• a: �e +'.• �. ._ 1-' TR80.483.6 _- •i �" --� _ ^I:.�•' .i ••.� / �'''•'• •s••:',:•: ♦ r „ s•+ 40' CLEAR TO ROCKS=79.8 . ,;, ..-•'i-' Sj. . f OHL- v r: •.- '�I •. U � .. j1118 r <.' . ' . .:.. `� < . . .. a ' •t .... ^ A7;-i1R""�\ t• Y \ .' i.- I• L•.. QWEST (DNF) a_ ...•.; 'J 1. .. fi+.. , r3•t'�• �i.:: ': •' ::a `r < _ A. •va •.w .i :'' - •' ..� EX EL• 83.8 .' •' a _ 1 •Tai • f,i .. �: .� .+�•... ,, a ..•a�: ----�.J � PR El: 84.0 .. POWER :. �.• .•.. 4 • ..4 , • CLEAR TO ROCK=81.2'• -f..' �' EX EL: 82.4 Yam, g•:..+ '. /322 T T T `.'q'.:•. •, T T G /119 :. .. • :• • •' 'y •-: q �� .r POWER DUCT PR El: 82.7 EAST WILLOX LN. -� •' :. I •.. .,+ . FO (CONCRETE DB) ♦'..f g. :� PIR E: 82.7 T=80. a i:.,,'+•, .• • r . 3. a -O `=="nawr'wwrM"""""""` ""'+ia'4 : '+r`aw^a�•w'."rr*^�,ra ^^,� �.^,r .,.w,�= EX EL 83.8 • ' ,•. ' . . , ::, ' 8=80.8 i_ � ' •: � ! I00 - PR El: 84.0 + :. , jr.' .•] :'" : : ' ''� T=80.2 •-�` __ „.�. • . ... IX EL: 79.2 f .. �: • w 40+CQ 49t 8.. : •N'; •, . '. 4t « •`. �� �� •' - •{.•�+ .: • PR d: 80.8 i i +' «�.. Y.. T EX a ! 2 1 1 1 i ! t 1 :,►a . �n,' �'• a ..+. • ., yt .`:•. p. • -S7'U - E%IVEL• 81.8 �21 W - I - -53+w - _-�,. �� •j4; f� - - •_ .:,:.+;:-ii.•' 8• T� 5.2 A� '.,„ •� r .yiayi"�"•. "t -- ...,•..;,,.r.w...,.�,,., !� wI ...� 1M ., .• .'S • a. .i. .�"• T=79.5 •�; '.�'•'•. 4' QWEST r:•'i .+• Aa .ry'.' < r, 0 •....•._ .+<• r f' B-79.2 n I T-78. r, b �+�..#, U > POWER (DNF) •' W W w w W W w W , .:.i..:.�• •'. t.: ' •! ... ; s• '! •: v `• _ „•..••.^' EX EL: 83.3 r }.. .. �_.'�• W W W • •W ' , y. �:., ^.. + + --': •j '` PR El: 83.2 w :1 ••`•` :. '•"' ' y' •rs - 82.2--------------_--------------_�_ --_-- 4_1. `'+ • t .• 72" CLEAR=76.2 r� •' IX EEL _ ,•. ,� .. •:. i�i aMi .,iIY�AR'¢P++•r r.. -- - •s. .. '' w,, .a - ♦ ---- PR d: 132.3--[[..��------ ---- • -••- E• E ,r .. a., +a .r. r v J. w ..- •a: .'+ .+ .�: .. T-80.8 JYII-- �a -. E. -�.• •.. i5 .: .:"'�" ••�' 'i••i .. ? - r --- -e B=80.7 �.. •.---.q. �.--_- �.\. E i --__- -- � �- --- son 000 -� - �- EX EL 82.8 #24 `,r QWEST (DNF) • r ;. `` C #12 C E C E C .< -. M - I M20 - a.. PR El: 83.0 OWEST EX EL• 83.3 POWER „ - ♦•. •�' 10" WATER- \ 0 I I T-80.7 EX EL 83.0 PR El: 83.2 EX EL 82.6 ® E �• /'19 PR El: 83.0 72" CLEAR G PR El: 83.2 G G G a • I 10 WATER • • EX El: 79 .8 T=79.4 T=81.2 r PR El: 79.8 C- Il_' B-80.6 REA PR EI: 8018 _ T=74.6 - - N34 ( r I I I •I 1 �r - _ _ - - _ _ = T=75.5 „ 8=73.9 TRAFMMC \ EX EL 83.3 y I : I E P18 •-- '- E% EL: 83.0 \ I I I 3-POWER II I I POWER I .• -'E •- � X L; 83.0 '� J I PR EI: 83.2 3 I \ I I EX EL: 82.6 - w - T I I I` 1 I I I (� E EX EL• 80.3 E I E E I E T=81.0 \ �•.Y 1 w 1 T=79.6 \ I PR El: 83.2 LOT I� G ]' G� G T=78.5 G 1 8=79.4 / T=79.0 B-81.0 \ /15 T8=76.1 G I: 4" QWEST ` J B=78.5 COUNTRY I I I ( �I•./ ; �- I -�G OWEST EPR d: (82 9 /28 • ( :• QWEST I ~ I PR El: 83.0 I I 3 CLUB L - - - - - - - - - I • 1 / 26 X Ell 82.9 TRAFFIC • EX EL 83.3 ( T=80.4 - - - POWER ( I >;I I 1 EX EL* 82.8 PR El: 83.2 B-80.1 EL• 82.7 CORNERS I I / 40" CLEAR=79.6 PR d. 83.1 I T=81.5 I - - - - - - - - PR EI: 83.3 I I 1 / LOT 2 1 I B=81.3 r=78.3 THIRD s 80 s l I #16 B=7g.o COUNTRY CLUB POW27 ER S - �gl I w rnnFFIc #17 POWERI' • EX EL 82.4 I I I CORNERS THIRD I EX EL• 82.9 S I OWES9 N30 EX EL 83.2 GAS f PR El: 83.04COMCAST PR El: 82.9 I. STORM DRAIN PR EI: 83.2 E% EL 82.5 1 T=80.5 1 1 T=79.6 I EX EL' 82.8 1 E% EL* 82.8 T=78 6 PR El: 83.0 1 B-77.5 EX EL• 82.6 PR El: 83.1 �, PR El: 83.1 T=74,6T- 7 I� PR EI: 83.3 8=80.6 I:yyI I T-80.6 r 8=78.1 B-74.3 I I 1 I T=71.2 i I I I�' 'I ■ 1 1 I� 14 . I III 8=77.9 I I I, I \ \ I I 1I 13 QWEST POWER (DNF)( 3 EX EL, 78.8 PR 6. 78.9 EX EL: 77.6 O LEGEND 4 T=78.1 PR d: 78.1 OHE\ AS EXISTING NUMBER 2' COMC T EXISTING G UTILITY EX EL: 34.2 EXISTING GROUND ELEVATION 0//E\ PR EL: 34.4 PROPOSED GROUND ELEVATION T=27.8 TOP OF UTIUTY=(ELEVATION) E EB=27.6 BOTTOM OF UTILITY=(ELEVATION) E E �� T I x 7. T T T ---- �-��� x i2 r r - DATUM ELEVATION 4900 EAST W/LLOX LN. 6" POWER �� r - .•w +.+ EX EL 78.0 ti - _ 10 WATER . „ .: - - - 1 3 T T _ :- - - - off` r_ 30 15 O 30 60 C CENTER UTILITY F COLORADOON T=74.s 58+00 B-74.0 59+00 Ex EL 79.0' - - --------- - -- PREI: 79.7'. NILLDxQQNTROLUNE �--- - 60+ T - ---------- --------------Z'-- 811 W PR El e _ r r T T r r r -- -- SCALE: 1= 30T Z .r ' w 12" WA R w W W w EX EL 77.6 S- 61+QD �, NOTES. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE J FOR THE MARKING OF UNDERGROUND a: • w T=72.6 p`Z` , MEMBER UTILITIES. _ - •• _ _ _ _�� w B=72.0 p - S_ - S 6�+0o S S 63+00 er 1. CONTRACTOR IS RESPONSIBLE FOR LOCATION, PROTECTION, -� t' ~y i + +'•; +: - r 1 - �• . - -- W COORDINATION OF RELOCATION OF ALL EXISTING UTILITIES. `V '�' a - • - •�'-T` G i i _- w `-�- 12" WATER SEE GENERAL NOTES FOR ALL REQUIREMENTS. r C C .•r- �- "C1-- E -G �; w �- EX EL, 76.4 G E - �_� _ - - - w �� w _ e=io i 2. THIS PLAN IS FOR INFORMATION ONLY & DOES NOT REFLECT _ - - ---------------------- 1 �. 4 I- F� E c- _. _ w w w W ALL SITE CONDITIONS. _ c� II 1 c E -_ =c_-�. -- _----_--__ _---_ E (� -� - - < - -' -a_ " -' _ _ ' ' _ _ \ N - 3. SHALLOW UTILITIES ENCOUNTERED WITHIN THE RIGHT-OF-WAY J•�c �_ E -- G c G \ G / DURING CONSTRUCTION SHALL BE FLOWFILLED UP TO THE 1218 W. Ash, suite c E �� E -OH-C E �� �•�\ c� BOTTOM OF THE PROPOSED PAVEMENT SECTION. Windsor, Colorado 80550 E 1 Phone: (970) 674-3300 E E E/ Fax: (970) 674-3303 C� G G G G � OHE G G G G G I I � INTERWEST C O N S U L T I N G G R O U P LOT 4 - - - - I -OHE G c - COUNTRY CLUB OHE�OHE OH� OH I OH 12" WATER CORNERS THIRD I \ BLKZ I (i Ex EL-=75.9I I GITYIILITY POF T ANLLAPPROVALDo LOT 1, i7 B=72.s REPLAT NO. 1 OF O 1 I PREPARED UNDER THE DIRECT SUPERVISION OF EVERGREEN PARK j APPROVED: ENgNEER DATE 0 G CHECKED BY: WATER &,, //ASj WATERS DALE T a CHECKED BY: N•Q - s Mw unun DATE �1 AeI to CHECKED BY: I �.•"�. Z. \�� PARKS & RECREATION DATE SS/OVAL• CHECKED BY: 6• &• AfFlC ENgNEER DATE CHECKED BY: DATE REVISIONS• DATE: CITY OF FORT COLLINS, COLORADO DESICMPONED Y: IDRAWNES APPROVED 6Y: COLLEGE/WILLOX IMPROVEMENTS PROJECT S"7T _ Fort Collins SCALE: DATE: CHECKED BY: DATE: EX UNDERGROUND UTILITY LOCATES-WILLOX OF ENGINEERING DIVISION 1"=30' I 04 26 10 I 65 C1 - 299 N I 0 v I i i 1 � d RELOCATE EX MAILBOX IX 24" CMP { 1 J WATER TAP i \1 I I.t L II I I / I RELOCATE EX UGHT I TBY OTHERS (SEE NOTE 2) 1 . 99 END REMOVAL AND BEGIN E LF IXCIAP METER�WFIL i I R WATER SERVICE BY OTHERS (SEE NOTE 7) { i I PROP FL 1 • 1 ADJUST EX ISLE MH'S) J 3 REMOVE 88 SY IX GONG BY OTHERS (SEE NOTE 8) i DRIVEWAY "11 I 1 1 I I a�i ())c Bus stop BEN• + I BY OTHERS (SEE NOTE 5) I 1F3 RELOCATE IX ELEC BOX h LIGHT a REMOVAL I ` I N. BY OTHERS (SEE NOTE 2) } II j 1 REMOVE IX SIGN REMOVE 18 LF I BY OTHERS (SEE NOTE 1) 'IX CONIC GUTTER 8' - j REMOVE 14 LF 8• BARRIER CURB { '1 REMOVE 3.2 SY SW s — -- — —� REMOVE 45 LF EX C&G 1rh. REMOVE CONCRETE `vV 1�# T _ IX BUILDING %4 RELOCATE (TO REMAIN) I I i J N. IX MAILBOX J I Q — LOT 1 h Z—J ��-- PEREZ f MINOR SUB. I Q' RELOCATE EX PROP TCE i WATER METER �� I RGW _ _'_ _ o IT— j PROTECT IN PLACE REMOVALSONPEREZ F_ 1 8 • — — _EX ASPHALT ANDHAASSHOWN CURB FENCE I I �� ON SHEET / O L J SEND IX C&G REMOVAL i TECT IX LIGHT _ T. — ,REMOOINE MN ' I I SAWCUT LINE (TYP) HAAS , i I ,� REMOVE 29} I CMP PIPE I — — — �I— — — .INE SEE SHEET 9 W w y,♦,.,. LYE' ' I L, _ _ A ' I EX BRIDGE TO REMAIN I I � 20' E ' I APPROACH ACCESS ROAD / TO REMAIN i i / ADJUST IX TELE MH'S BY OTHERS (SEE NOTE 6)� ' � I REMMOVE STREET SIGN AND 2—POST BY OTHERS (SEE NOTE 1) ( w RELOCATEEX ELEC I . BOX 3 STREET LIGHT I BY OTHERS (SEE NOTE 2) co I I I + I REMOVE STRIPING TO STA 21+00 BY OTHERS (SEE NOTE 1) / I / I // // I ACCESS ROAD FOR DITCH I ro REMAI N AI /X BREECKENRIDGE REMOVE WOOD STEPS , REMOVE 3 IX MAILBOXES / RELOCATE 2 EX MAILBOXES / XRELOCAIE IRRIGATION PUMP / REMOVE IX CONCRETE BOX 17E EX LIGHT } f � I J / 9 9 I I. LEGENDS HOLD/NGS, LLCI I N RELOCATE EX ELEC BOX (2':8') 41 w I BY OTHERS (SEE NOTE 2) j REMOVE RIV9•D4VEE I f� . I O� 0 RELOCATE IX TRAFFIC SIGN- I V BY OTHERS (SEE NOTE 1) \ ` 0 h 1 RELOCATE IX ELEC BOX, 0 k LIGHT — — — BY OTHERS (SEE NOTE 2)� — i E E + I REMOVE 12 LF OF 8"02" J I BARRIER CURB WITH REBAR I - RESET(} MAI ' 1 x I J REMOVE SHRUBS AND STj10"• i RAILROAD TIE BOARDER (CLEAR AND GRUB) IFIII14 HALL ADD/TION SALT I TEEL UD (Ir DIA EX TREE FIRST LINE (TYP)7�_ UO I I RESET GROUND SIGN BY OTHERSREM7 LF — BARRIER RBBWITHH RREBAR�+ 8, 7CE LI 1 1 1 l I aEX. ROW O IREMOVE EX TREE (8" OIA) I 'I MATCHLINE CONSTRUCT NEW MH ON PIPE AND CONCRETE BOX SEE SKEET 12 REMOVE OLD MAILBOX STAND REMOVE GRAVEL MAINTAIN ACCESS DURING CONSTRUCTION ABANDON WATER FROM THIS POINT SOUTH. INSTALL HYDRANT BY OTHERS (SEE NOTE 7) ,N REMOVED& VALLVE WATER GRAPEST, BY OTHERS (SEE NOTE 7) — — REMOVE IX WATER SERVICE BY OTHERS (SEE NOTE 7) RELOCATE IX ELEC BOX, LIGHT BY OTHERS (SEE NOTE 2) I I RELOCATE IX ELEC BOX (2'x8') h STEEL POSTS BY OTHERS (SEE NOTE 2) I RELOCATE EX LIGHT BY OTHERS (SEE NOTE 2) :ATE IX FH BY OTHERS (SEE NOTE 7) ABANDON WATER FROM THIS POINT NORTH AND INSTALL HYDRANT. BY OTHERS (SEE NOTE 7) 30 15 0 30 60 SCALE: 1 " = 30' LEGEND FULL DEPTH PAVEMENT REMOVAL (ASPHALT, CONCRETE OR CONCRETE OVERLAID W/ ASPHALT (INTERSECTION) PLANING 3"-5" DEPTH PLANING 0"-3" DEPTH AREA OF SIDEWALK REMOVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LA l 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. WORK TO BE COMPLETED BY CITY OF FORT COLLINS TRAFFIC DEPARTMENT. 2. WORK TO BE COMPLETED BY CITY OF FORT COLLINS LIGHT AND POWER. 3. WORK TO BE COMPLETED BY XCEL. 4. WORK TO BE COMPLETED BY COMCAST. 5. WORK TO BE COMPLETED BY TRANSPORT. 6. WORK TO BE COMPLETED BY QWEST. 7. WORK TO BE COMPLETED BY DEVELOPER. 8. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON THE REMAINING SHEETS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION 1 O. LIMITS OF SAW CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 1218 W. Ash, Suite C Windsor, Colorado 80560 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST CON S U LTI N G GROUP CITY OF FORT COLLINS, COLORADO U LI PLA�OVAL PREPARED UNDOTHE DIRECT SUPERVISION OF 6 -I4,,�•'0 APPROVED: 1� NGINEER DATE l CHECKED BY: WATER h W S�TTEwATER unulY DATE ' CHECKED BY: �`I• ' 34288 S MW R UTIUTY DATE CHECKED BY: A �} ly - PARK & RECREATION DATE �. .... TONAL• CHECKED BY: ,tT1c ENaNEER DATEId CHECKED BY REVISIONS: DATE: DESIGNED BY: (DRAWN BY- APPROVED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT "SHEET Ir.; ;s CITY OF FORT COLLINS, COLORADO Fort Collins MPO Es „� SCALE: (DATE: CHECKED BY: (DATE: REMOVAL & RELOCATE PLAN -COLLEGE OF 65 ENGINEERING DIVISION �-��� 1 =30, 04 26 10 C1 - 299 m N 1 MINI MART I,, --,I o� � � I � I - - -- - P. U D. ( I 1 W I REMOVE TOP 3' OF SIGNAL BASE RANDT_ EAfALS SHOWN.' 3 \ o / i `� • I ( + ' i I I ANDHAM S SHOWN REMOVE IX SIGNAL, LIGHTd< ELEC BoxE.. ON SHEET 10 L J BY OTHERS (SEE NOTE 1) L-- J Irl (REMOVE LANDSCAPE REMOVE IX BURIED BLL IOARD- - - I AREA W Il I RELOCATE IX PEDESTAL IX BUILDING HAAS REMOVE IX TREES (2) I 3 BY OTHERS (SEE NOTE 4) (TO REMAIN) I, 0 EX PROTECT IN PLACE / MATCHLINE I REMOVE :M p�G (RELOCATE EX SIGN N AREA INLET I RESET GROUND SIGN AND _ BY OTHERS - — e®(SEE SHEET 8) REMOVE SIGN FOUNDATION �I PAVING (SEE NOTE 1) UNKINDMM CONCRETE BO) I 8 , SAWCUT LINE TO REMAIN RELOCATE E% LIGHT R ELEC B BY OTHERS (SEE NOTE REMOVE IX S (BIKE LANE AND NO PARKII 4 PROP ROWor maw - . f 1♦ I f PROP FL f *_1♦ ' IX SIGNAL TO REMAIN `•'.ADJUST IX WATER VALVE W REMOVE SIGN FOUNDATON (TYP) �T� I -�EX. ROW BY OTHERS (SEE NOTE 1) / O _c c C .IX MH TO REMAIN ,,,,, IX BUS STOP BENCH RELOCATE ._::.: •, BEGIN 393�r ADJUST EX MH TO GRADE 'EX MH , In h 4'x4' SIGN �� • •'' ~ . •' '•••�•� . p.' .'�•11 IX CM:G REMOVAL... .� : i� •. ' i • �"`: "'�'""'� BY OTHERS (SEE NOTE 5 REMOVAL END IX C&G REMOVE IX''.. •--f 1 G ,�,:. r, ..' ,��'tM ... ------ ----- ---- - - - - .•�m38+00 - -- i :' _.-...r: STORM INLET t •, ' 'REMOVE EX WATER ms .,......_•--- RELOCATE IX _. _. - ...r - - ......_ .� - - ._ �...� - ._ ._ T -. - .- - - T -. - T T - T 00 - T G w .. ELEC BOXES AND PI TO EAST METER VAULT D �..� - -.r,* T S5+ „� T of SANCUT BY OTHERS jj( � �.., z .:�. g �f `It • RESET IX MAILBOX UNE (TYP) (SEE NOTE 2) I • .�; % ' ► ., M.1 w I N)JUST IX MH ADJUST IX ' Z -00 48+00 49+00 IX STO REMAINTRUCTURE • . . '. ' 1H NOTE X EAST W/LLOX L_N. E% CONIC TO GRADE WATER VALVE EDIFY MH 'L;;...�b0+ - I "--�.,.. 5 DRIVE \� `"• +•�rREMOVE IX SOD REMOVE IX LIGHT TO REMAIN J 00 ;'. SAWOUT UNE (TYP) 53+00 54+00 AND SPRINKLER SYSTEM 308.3 SY PROTECT IN PLACE RELOCATE IX ELEC I BY 0 ERs (SEE 2) S1+oo 2+00 - . IX LIGHT - •` '"`�" �` �"""'I �"' AIN:... •i - - ,'--'�-`I'- ^"--+----� -� F*'-- �^-• _� �- """"/' (CLEAR AND GRUB) EX CONIC PAVING ROTATE TO CENTER OF RAB �p EX TO RDA TO REMAIN -- �. GIREX TREE SECT IN PLACE .++....�.- :.: , .:�.a' : ; s ' . • . - # -�'�j -�^i- \\ BY OTHERS REMOVAL PROTECT 91 PLACE . W W tY . " ..yp' . - . W ADJUST E% MN 1 E% FH TO REMAIN _ REMOVE :, .: A r .. i END IX C&G REMOVAL TO GRADE TERADJVA VE PROTECT IN PLACE COVE V O "`\ - { _ IX TREES (3) 1°- •: ,�' . r . ,: ... �... ' .WATER VALVE BEGIN 135 LF EX C&G REMOVAL IX TREE ADJUST EX I.. IX WATER MH TO REMAIN „� - �...•.: - " I WATER VALVE PROTECT IN PLACE "` ,./ y ' .... ;..' AD,IU -} p(_ WATER VALVE( W EX SIGN. SIGNAL AND BOX TO REMAIN W. W w .W W W W W W W - - ` '•`9•.•-t..� ADJUST BASE _ E7-P !WM TO �ANi - �.. � • Fi, ? . � REMOVE APPROX. - E - - - - - - - - - - - - - �� - - - - - - - - - _••_ - - - - - - - - - - - .Q - - -- - ` I•:r. �' .. •'4' OF MEDIAN - - �� •• .,. •r'..i •; 'EX SIGNAL .'AND REBUILD TO BACK - - - - E - - - % , -•' ` - - - - - �' � � • OF CROSS�WNJK - ADJUST E% M EX WA 5T (70 REMAIN. y.. •.'. ... 3 /' • _ • -. .. • .E E C ..� C C c .s •... �• c VALVES �+.'! ..•. t, .. ; " L:.'.. / E E C E C `� • < M ��,,,t.ii,: ��- 1 I .. REMOVE SOD AND - , �T / E �� IX ELEC BO :..r .' a . SEND E% SW \ C BEAN 182 LF I SPRINKLER SYSTEM REMOVE SOD G G +. \ I� IX TREES IX CURB RAMP • i. .� ' : . IX C&G REMOVAL •I .--_L _. PROTECT IN PLACE REMOVE 4 .! ;! L - - - (CLEAR AND GRUB) (CLEAR AND GRUB) / __-- G TO REMAIN .. .. M REMOVAL 11�11 x7 �� - - _ �� I REA - - - - - PROTECT IN PLACE _ — TCE- : r .. • i r REMOVE IX BEGIN 107.4 SY BY OTHERS ADJUST IX VM�VX \ I NE (TYP) EX ChCGREMOVN_ \—.�-}� i END IX SW REMOVAL �I I_ I •I — r BEGIN 87.3 SY - A� is _-CURB RAMP EX S REMOVAL (SEE NOTE 1) I I \ I - - - I ' ` I Oil I E IX SW REMOVAL--•`'-•1Li=• CLEAR AND GRUB -� / o ADJUST IX MH 3 I �' �n l I•.� I I I D* AND LIMITS OF E E I E - GIN 50.9 SY E RELOCATE IX SIGN 1 TO GRADE I�o REMOVE 11.7 SY CURB RAMP I .: I G 9 G CLEAR AND GRUB G G - IX SW REMOVAL (2 LANES MUST TURN RIGHT) I l LOT 1 RELOCATE IX IRR BY OTHERS (SEE NOTE 1) — : ! i 1 AIRED A of Df BUSHES I ( # t' / I ;�- / c CONTROL X IRR + I IX INLET TO REMAIN I• COUNTRY CLUB - - — - I / UNLESS OTHERWISE LAN E NOTED 1 - PROTECT IN PLACE L - - _ - - I END IX celG REMOVAL I IX C&G REMOVAL (CLEAR AND GRUB) PROTECT IX TREE AND 1 - - s bd - - _ _ - = CORNERS THIRD I I 1 1 PROTECT IX LANDSCAPING TCE BEGIN 78 LF COBBLE/ROCK y PROTECT IN PLACE - - - I I - 1 / LOT2 END IX SW REMOVAL I LANDSCAPING I - - - - - - - - - REMOVE IX BUSHES AND IX I •� I CONTROL4BOX LOT 1 i I I e I BEGIN 47.3 SY IX SW REMOVAL I I COUNTRY CLUB SAWCIT ROCK LANDSCAPE (CLEAR AND GRUB) WILLOX REMOVE 9.4 SY IX CURB RAMP- - - I' I w I I ( CORNERS THIRD UNE (Dw) 1 s l I I • ( I 1' ■ I REMOVE IX UT & BASE REMOVE 89 LF IX C&G CROSS/NG P. U. D, IX ELEC, SIGNAL k (8• POLE oN 30•xXX- END EX S` WOVAL \ \ .. I Ip I I I CABLE (COMS REMAIN Yx3'x2' ABOVE GROUND) I CONCRETE POLE BASE) BOXES TO END IX C&G REMOVAL N I �,? •� ! I4•' I I I I� LEGEND a d 3 FULL DEPTH PAVEMENT REMOVAL (ASPHALT, CONCRETE OR CONCRETE OVERLAID W/ ASPHALT (INTERSECTION) PROP ROW O -- EX.. ROW ��" 0HE\ PLANING 3'-5' DEPTH PROP FL END IX C&G REMOVAL -BEGIN III LF IX C&G REMOVAL —� E E -- . E E -� FROM APPROX. STA 57+80 TO STA 53+50 °� x PLANING 0"-3" DEPTH T TT _. T T T - - - T - - _ MILL AND OVERLAY FULL WIDTH OF T L T —� _ MMLLOX LANE (AFTER ALL UTILITY t 30 1 5 O 30 60 LiEG 1 iF 37+00 EAST WXLOX LN. T -- r _ _ _ INSTALLATIONDEVELISS IN PLACE FOR 'ER CMeG OVAL SAWOUT M1LL0X CONTROL LINE SCALE. 1 30 LINE (TYP) 58+00 59+00 T +Wr.. _ REMOVE SOD AND � �`�"'�`"�{+ - - - �� - SYSTEM �— - -I + 3 T �— - - - - - - - - - - - - - - - - - - - - °- - - - - - - AREA OF SIDEWALK REMOVAL CSPRINKLER (CLEAR AND GRUB) - �}� _ e�00 T _ T------------------------------------c3--`c['- NOTES: . IX TREES IX RE REMOVE AND RECONSTRUCT T T T T T -yam OVE EX TREE_ S PROTECT I� PLACE TO REMAIN IX PAN w w T!T T .WORK TO BE COMPLETED BY CITY OF FORT COLLINS yl "`""""'"` w p Y� w h �- eDt+oo �� TRAFFIC DEPARTMENT. :JR -- ---- W ---- w _ - 82+00 O •f':y%,::-"sc�;..¢^ ._ _ -- -- - ----- _ a -� - - - -_� W S {- S ? , S SOU 2. WORK TO BE COMPLETED BY CITY OF FORT COLLINS ;; �;t ;r�>;,. `' AREA OF CONCRETE w LIGHT AND POWER. �,j;.•,:;;;y REMOVAL r C C G E �— V� = _ _ W w 3. WORK TO BE COMPLETED BY XCEL. _-- - ----- ----,I., —c� I Ff� E E —G ��. _ Ex ELEC BOX TO REMAIN II I Y I �� E —G- ` a - - - - - - _ - - - - - - - - - - _ - ` 4. WORK TO BE COMPLETED BY COMCAST. - GRUB EGIN 25,g SY� l�F� �l�C - -��- - - -,---J -'- G - - - +-•'= 4.• �.�� Q' / 5. WORK TO BE COMPLETED BY TRANSFORT. B END IX SW REMOVAL l - _ -� —�' _ -•� •- - \ . E G G IX SW�� AND�_� AND B I / 1218 W. Ash, Su@e C E E — — 1 1 OHE c E �\. �\ V 6. WORK TO BE COMPLETED BY QWEST. Windsor, Colorado 80550 IX 2' WATER SERNCE I —OH =C p E �� E - \ 3 , Et Phone: 0)67 -330300 c c I G c � ��� OH G c G G HK G G I E �) 1 7. WORK TO BE COMPLETED BY DEVELOPER. Fax: (s70) 8/a-3303 _ INTERWEST C O N S U L T I N G G R O U P —OH C._—C c i LOT 4 � I O O —ONE TG�c T-a G cI W 1 $• ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON THE REMAINING SHEETS. COUNTRY CLUB OHEOHE OHE OH I OH CORNERS THIRD �I Iffff 1 1 - E I 9. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CITY OF FORT COLLINS, COLORADO LOT 1, HLK2 CALL UTILITY NOTIFICA ON rl I I COORDINATION TI TY AN APPROVAL REPLAT NO. 1 OF CENTER OF COLORADO I PREPARED UNDER THE DIRECT SUPERVISION OF EVERGREEN PARK 811 T O. LIMITS OF SAW CUT ARE APPROVED: I ENGINEER DATE - - I APPROXIMATE. FINAL LIMITS ARE SELL 2-BUSINESS DAYS IN ADVANCE TO BE DETERMINED IN THE FIELD CHECKED BY: /�y/.} fA�� BEFORE YOU DIG, GRADE, OR EXCAVATE I BY THE CITY OF FORT COLLINS Cry; F WATER Mr WASTEWATER UIIUTY DATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. i CONSTRUCTION MANAGER. ALL o� / REPAIRS TO BE IN ACCORDANCE \U 34 CHECKED BY: STOR�TIUTY DATE WITH CITY STREET REPAIR q 1 11. A. STANDARDS. al ,,.Ie�Lb.110. \�Ig CHECKED BY: PARKS RECREATION DATE 1 I EMAIL CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: REVISIONS: DATE: q DESIGNED BY: DRAWN BY: APPROVED BY: „SHEET CITY OF FORT COLLINS, COLORADO Fort Collins MPo ES COLLEGE WILLOX IMPROVEMENTS PROJECT SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION '"- 1"=30' 04 2s 10 REMOVAL & RELOCATE PLAN-WILLOX 65 C1 - 299