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HomeMy WebLinkAboutCOLLEGE AVENUE UNDERPASS AT SPRING CREEK TRAIL EASEMENT LAND SURVEY PLAT H-37 - Filed LSP-LAND SURVEY PLATS - 2010-02-23VICINITY MAP • • - LORAD P-1 D RE .-"\\REAT SEPTEMBER 1988 BID NO. 3835 DEPT. INDEX SHEET NO. DESCRIPTION ,qS 9U11-7- Ares I�Z9'9 C. 4, FoREmr+ni 1. TITLE SHEET & VICINITY MAP 2. EXISTING SITE CONDITONS, JANUARY 1988 GENERAL NOTES 3. PLAN & PROFILE - WEST 1. Prior to the commencement of any construction, the contractor 4. PLAN & PROFILE - EAST shall contact all utilities to coordinate schedules. 5. SITE PLAN & TRAIL DETAILS 2. Prior to the commemcement of any construction, the contractor shall 6, TRAIL DETAILS give the City Engineering Department 24 (twenty-four) hours advance notice. 7. ELECTRICAL 8. SEWER LINE PLAN & PROFILE 9. SEWER LINE DETAILS P� A P4 o Engineering Consultants 2900 South College Avenue Fort Collins. Colorado 80525 303/226-4955 H- 37 1/16 COR. SEC. 24-7-69 5944.97 N 4271.38 E 1 U's I OP�R� 1 t I 1 0 1 r ' ASPHALT 4 p o Ii Z U I ~ 1 II Cr 1 I ago ♦ GF � t % ASPHALT . I — JOHNSON DRIVE I 1 STUART STREET CIO I I I I I I I 1 I 1 1 1 I 1 1 � 1 N 1 1 ' W = 1 w 1 N � 1 I z I 0 I 1 ~ 1 U z I :i I W I �S 1 ORI Cr` ' 1 1 1 1 I I 1 1 II I 1 \ I � I I 1 ROBERT & JOAN MONTGOMERY M r 1 1 Uj Uj > Q 1 W C9 W J J 1 O I U i WEST 1 /4 COR. SEC. 24-7-69 4623.20 N 4268.69 E A H _ SPRING - —"A. o -- -- -- -- -- -- 1 1 1 ' 1 I 1 I 1 I 1 1 ' ' I ' I I 1 � 1 I I 1 I ' i O� S� J� O� S\g CREEK �S O 1 ' 1 I I ' 1 � 1 1 1 ' 1 I 1 1 ' 1 -DRAINAGE EASEMENT / X 1/4 1 SPRING CREEK o SPRING CREEK DRIVE 1 1 I t 1 1 I �S I S1�1 S FIRE STATION 1 I NOTE: THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. Scale I 5� 50 25 0 50 100 150 L E G E N D 0 DECIDUOUS TREES CONIFEROUS TREES ' BUSH OR SHRUB -----{}-�2-- SPRINKLER HEAD W/LINE SIZE O MANHOLE ® ELECTRIC VAULT 0 TELEPHONE RISER © GAS METER O WATER METER 0 UTILITY POLE LIGHT POLE C1 FIRE HYDRANT SIGN POST ® VALVE BOX e STORM DRAIN INLET CONTROL POINT SOIL BORING • PROPERTY CORNER 0 1/4 COR., 1/16 COR. PROPERTY LINE RIGHT OF WAY —_- - BUILDING OR BOUNDARY CENTERLINE ---- EASEMENT ___-- EXISTING INFORMATION — — — _ FLOWLINE OF GUTTER X FENCE ----r-r--�--r� RAILROAD oN — OVERHEAD UTILITY BAN SANITARY SEWER srM — STORM DRAIN N — WATERLINE UGE — UNDERGROUND ELECTRIC UUT — UNDERGROUND TELEPHONE ons — GAS LINE ---- 4950 --- INDEX CONTOURS ---------- INTERMEDIATE CONTOURS --- TOP OF BANK --"— STREAM FLOWLINE 20F - OF5 SHEETS SHEET DRAWN DESIGNED CHECKED %INC Engineering Consultants COLLEGE AVENUE UNDERPASS EXISTING SITE CONDTIONS, .DULY, 1996 020-D28 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd, West, Suite 202 n A NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0. Fort Collins, Colorado 80525 Colorado Springs, Colorado 60907 Voil, Colorado 81657 @SPRING CREEK JANUARY 1988 .7 G 3 0 3 / 2 2 6 - 4 9 5 5 303/574-3504 3 0 3 / 4 7 6 - 6 3 4 0 AREq RE.-no✓eo OP 0qs^ qLr ro BE GRgoEo r0 ORAII v wlry E 7! cA✓grED rmoso)t ; SEEDED 13 / N �4L I.Ogk B a122.49 Prior- TO CON°5T?,UCTION CONFIKM VFE )E 00020fNATES APE AT_TUE PACE OF THE ABUTMENT. ADJU67' HORS. 4EOMETI`ICAL LAYOUT BAKED ON ACTUAL COOF-OINATES TO MAINTAIN in' TrAil PI:lf11Al 13P10/r- 001-INSON DRIVE R=20' Nyall. E 4290.02 \=2.5' o \ I 13l NC�IMABK 9q U NW DONNET 15OLT ON FI1ZE NYDP-ANT P 6U6BLEP HEAD (oVe TYpNKLER REMOVE ELEV. 4900.Ul 1 s 3T�M S RING CREEK \ RINL POLE * Z 7 \ \ O \ INSTALL CL, IIoo, NOTE PIP N,(5IzE6 ASISPOWN) I6X15T. 5FK}NKL6P 9y5TEM 60D 1 6EED AS K'EOD, ALL AREA6 6EN59AL PIPING LOCATION DISTUR60D OY 6ON6TKU(TION. 50D To MATCH 15901NN ON 511T. Z) EXIfTING BLUEGRASS, SEED ALL oTNER ARaA5 TIPAIL TO BE 10' WIDP, 4 PARALLEL TO 600T9 ABUTMENT OF Dr-1D6E. hOIJTIVVrET 4 50UTIAEA6T TWL GOORDINATE'h AT EDGE OF ABUTMENT AI'E GIVEN Mr, I;MFERENCE, LOCATE ALL 1`614Ct;6 A5 STAKED 15Y GIN NOTE: THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND I UTILITIES. CON sTR VCT 10N�- o a O- 0= 010028'38" R= 50.00' L= 9.14' N 53u1.39 Ii 038, 41 20 10 0 20 40 60 GRAPHIC SCALE 1 "=20' 4975 U {� a O. A= 012023'20" R= 50.00' L= 10.81 ' N 53U2.t,9 E 455'j.y3 - — - - - - - - - - - o , -- --- - - - - — - --- -- - — — - - -- - - - - - - -- -- -- - - -- i 4975 —�_ = - -- = — :: - = - f - — — — — - - -- - - — -- - — — - t t j LIMITh of CONSTRUCTION 4g75 ice�_'� IOp9 4975 '/ / � A= tV -UU'" � -L�l 2' FENCE % I w SEA/OP/ o m 00 s UGE 0 TRAIL cuRb cUT (5EE SUT. h I 4970 i �� ' _ -T� I LIMIT9 OF CONSTRCTIQ U � I _ I �� 4975 �I I_. g970 a970 SPRING CREEK I50 0o p„ L• 9.tU' i �h N h454.1o2 E; 4904.10 � � �= 3.209 / e 4 '73 R=14.42' rn 497m L=14.42' , coy Q; p m 00 1 `� \qwj \ MATLFI \a w � rSPRINKLE2 LINE Q r SL U3 \_ 2�EDNp o 1 UGE U \ PROPO�.�'D SLEEVE � 3' PVC SLII. 40 (lYP.) F%1END L' eaw-o r.Wo/s 7+37.29 w n 7+89.21 \ JOIN EXISTING �9�{T I� o V. oUo~ TA A=022°15'22" SPRING CREEK DRIVE Nh413.78 R=50.00' 012°23'20" � 4826.23 L=19.42' R= 50.00' L= 10.81 ' F- LU W F- N --- -- -- --........ O /�—�--- 0 O Z O I W I IY I 10+00 UG d l/ - l GE EXIST. VACUUM 6KEA."r- A VALVE EXIST 5P2tNKLEQ. LINEE (` 0 NOTI O I h0D f hEPQ Ah REQ`o, ALL AREAS DISTUK6ED 13Y CAN5j RUGTIOt4. soo Yo mNrcm EXIST/Nd 01-LtE614ASt/ SEED ALL or.VBR ARLgs J F W W H N W Q NOTE: THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 20 10 0 20 40 60 I GRAPHIC SCALE 1 "=20' SPRING CREEK FIRE STATION Mv 1� iil III � o ID p Ir �1-ry�III a, DO r 19 I 1 I � I 14' I ill 1 I I T.W. Go G Ill N �' f 1yZ I :: �✓ G ��\\ I BENGWMA�K 95 Z c: �C O \ 8PA55 CAP IN hIDEWALK I ELEV. 4ge�.Iq hEE FOK RETAINING WALL NOTE \ 3/8' PILLBIZ AT LOCATION WWERE THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND \ l��SLAB RUNh OV62 TOP Of WALL UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT \\ CCOLD JOINT IN WALL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG cONC, THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION 5L4a THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND q6Ul,� UTILITIES. x Q \ \ 130 3/w" FILLER r.'•: �\ NOTE NO PAIL NOKTII 51PE IZEMOV� EXIST; W. I 9!!� �,a � � I N I \\\ I I / -..• /•740• � �,rr � ..;•/r APPPDX. STA. 1+90 TEST WOLF TD 6TA. 24 40 t W' I \ I� / l r r : TA. Z+t04-t4 PK POSE 20" .t.P• _ �'• _ \ I l — G D`.• I / •1 I R I 5' - 5 .STM. \ ,bAW CUT EXl T \ C I I I APPtY l SEW K FLU 1 \ TO S oATIN 61 G 4 D E An T T �. 1T( R 3 ?` F 5 - G L I G A l \D :r IN A N WALL. 0 taE A [:EM VE D l c F T U EN D D E OF h. B TM T X D5 FAG A E P E l -;;°-.-`-TL :° .e:'°;r�o`-:`"';o.=''•; 77 �e�, ,w ::_ PlF'E OF WALL. \ EX15T. WIIVGWALLh AND NEW STILLING 6A51N RETAINING WALLS. RETAINING WALL - .O: T.W. .1°• " D (6EE DETAIL,'CNISSkIT.� ALIGN 60ULDEi;6TO 9P.FAK UP WATER JEj PEMOV 6FIRUBS FROM STORM PIPS. 4 D r s 1 19 I m 61,0 I FLUG EXIST. IS' PtP�, xp0 \ \ I I II I T.w. 50TI{ ENDS I \\\� STILLING BASIN DETAILS /4" p= 119010'04" % -� D / A \ c R= 50.00' I \\pOS�E /\�—\ .T /� LUT INTO EXl51.36'1.LAY L= 103.99' a .I \ �- �� PIPE. INSTALL l8" CMP'I \ 1 Iq/C F o \ / ^'G� \ 86b � �� \ �� �� \ h-:0.% ° \ h G -OUT T169T MATGN EXIST. qT \ D EXIST- / 60X INV. 64L \ D I I INV. 1m14t I I h OMIT BOTTOM RAIL I V E %11D•g0 / TO 61A. 2+ho I N IE SAKY I P II4� CooRDINATEW 4975 DPC 1+50.85 AT CREEK 8EJ I \ \� it l 0�086b 1 D l I A= 038 42'E011- PEXTEND 24,"O KGP 6L14 / I I I ) \ \ It L.F. TO FAGS Of WALL LANDING - t / I �II Z / ���. R= 50.00' \\ INV. 4�T2.20 �\ � NO GROhS-hLOPE (TYP) D / m I I I I I W — J \\\ D L= 33.78' \ \�O \� 08= \� (SEE DETAIL, rAtL SWT. / —7 PLUG EXIST. PIPE, I t p= 015°20'05" J W�2 MIN. I�� e f CLE 14KU0\� 5 gy htGN N0.W7-5 ° / D / I I I V 1 PLUG x ALL TREES \ 0- ` —� _R= 50.00 ,T:Q'•:' a-,"61CYLLE LULL" / I I 0 \ \ L= 13.38' I (N9TALL 14 1, tc, ± L� D l8" CMP \ jjj 0.004 WALL ?L(KNE55 r \ PI ACE WALK EN AS \ -� D E _ Qi211 b i 1 1 D P,EQ'D, SANNEK 5f �rTR--4T22-0 � SG6y i — � � o WALL 9¢ �q85 a �� I FOR PIPE GROUT (hEE DETAIL, N L PRAVIDE 51L[ FENCE FOK �DUPATION OF CON5TKUCTIo= �_ "• Tr=— �/ / \ AFTEI' INSTALLATION II J� \ (�OE[AIL, 59E7INV. 18.35 4988 $"31CYCWILL" 8�� 0. BEGIN PROJECT STA. 1+00 02305932 4U \ NEENA41 / ir' �oN ,oeT D R= 50.00' (LEAK4U6 c� ""� \ Q ° l 20 x214/2" x2" D L= 20.94' q>"- 40 TYPE I:-4750 GRATE ) \ x o:`. Ex O GUT 2%a' off END, WELD i/4•" CY RADIUS VARIES / QC4p05ED D AST IKON ft TO CUT END TO t0,-o,• e m Fllyl S QTE FIT EX15•( FRAME, FA / �x MAINTAIN 4 MIN. 6 N 'o JTRANSITION r R=20' ADJUST MAN110LE r BACK OF WALK r \' _Sf control0 4912•? ElvWN •anr loin) \ \�X1ST 1V, 4 `�°: L _ J R NOLE B¢ 133 0 JOHNSON DRIVE ADJUST M.N. Control Warped WarpedIr ^ 9 - — - •5' - joint -- section section b - Rl 20 ' WOOD FLOAr\��,�,j• - •\e - - • =2.5' ° 1 FMWSH Y:o�FM I Flow a PlanCD�I I I O T Tra..ill°n A Transition S�Q�'}• , P A A r - UGE f UGLY _ _-- UGE - -� _UGE - -- UGE ---- uG- I B TII -- --- _. _�_ PERSPECTIVE VIEW '—' >♦ —'— a D Elevation // ,,,I ACGES CAMP ° EXPOSED AGGPEGATE \ D SEE ETAIL i4115 541(. PIN15W EXPANSION JOKIT I D p NnEAUG Points A should be higher than point B � ' ADJUST MANHOLE RESE-( "FL. STREET INTERSEC p?EE I / 1 lD' DIA. TREE GRATE \ PING # GOVEK "NO PAZKING" TOP OF CURB GUTTEa DETAKs o•le NEE NAW K- StplS- I ELEVATION ' ' - ` TRAIL 5t4N •'::���•o A'; STAKED TRAIL/PATH ,'.i • 6 F" EXPANSION J°NT ....�,.:.. +-L '.'�rt .;: ;�l'I II•� SPRING CREEK DRIVE SECTION A -A •'%i-y' N.T.S. ... :.... .. ..:` j6'1. REINFORCEMENT: 14 BARS, 12" C-C EACH DIRECTION, ONE LAYER CONTINUOUS THROUGHOUT EXwNSXxI IOINr"" l I - NW BONNET BOLT Ot4 SLAB. BARS TO BE SUPPORTED MINIMUM 3" FROM GROUND BY APPROVED SUPPORTS. wT rtN Alson ENra cues2. TRANSITION GROUND TO TRAIL AND INTERSECTION; MAXIMUM 3:1 SLOPE. SECTION A -A KTUfl11ARETO PC) MMAR'-1 "ENVIRDFENCE" OF- EaUAL ELEV, 4gSS.lo1 RTS. INSTAL(: MR M154. INSTKUGTIONS TRAIUSTREET INTERSECTION ACCESS RAMP SILT FENCES KCF -ryyq SHEETS SHEET DRAWN DESIGNED CHECKED %olr4c Engineering Consultants COLLEGE AVENUE UNDERPASS JULY. 19S9 020- OZf) 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd. West, Suite 202 SITE PLAN & TRAIL DETAILS 9 5 NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT NO. 303/226Collins,955 redo 80525 303/574 5350gs, Colorado 80907 3013/476r 5340t657 @SPRING CREEK ti w i.PE SCREEN I/ J-7;o44Co P/GFOnr c � tiYa2o L C. I ZIw �I d �I >v 0 BALKFILL J - LAP REINF FULL UEN4TH ZMOOTH DOWEL METAL CONDUIT SLEEVE OF DOWEL. REINF. MAY SEE SCHEDULE w//CPP, YB" LARGER THAN SEE 5CHEVULE CAULK 1� WEL (ONE SURE ONLY) yr+ 7 ' F i:. EXFAN. JOINT tv %/t FKEMOLDED FILLER LOCATE O'10'-0.0 MAX. 4 WHERE NOTED ON RAN 3xT S-T 2'x(o' EAIL5 SEE IV MIN. IV MIN. 2 FOP SPACING EXPANSION JOINT ID LOCATE at 90' O.C. MAX. 4' x 4" PO,5T e (.'.0' O.C. Ka . 5CT IN CONCKETE F 44a12"O.G. G POUTED P.IP- RAP * 5 POW EL5 @ 15110.6 lJJ��Y •nA`�r B. - 0" 4" to 5" DIA. RAIL E,U�Y (jDULDERS %4 TO V3 DIAM. ,5M SWT. h FOR 5iZE. STPUGTUKJAL 5LA6 , 5EE 51 18" x lb' FIG. J 6LOMOUT WALL 4 FT6 G SEWC-1` LOCATION --J A SECTION +i EX15T. B'PIDGE MIN. 31' CONCRETE AROUND POSTS. POSTS MIN. 5'-3" END 5ECTIOt-4 TY P. FENCE DETAILS N.T.S. 0 yet ZA1 . DETAIL e u r 2-sky TOP 4 eOTTOM it 4 @ IS" O.G. 05 4100K INTO SLAD ABOVE NOTE DO NOT DACKFILL BELIIIND WALL ABOVE EIP•RAP EL, UNTIL RIP -RAP IS IN PLACE. PIP -RAP TO ,_ 1"IATLt{ EX 1 ST� 5' to 6' DIA. POST alll_ REMOVE Eyk6T 21" CLAY 5ewfEF- D SECTION IST C Min. 5'-3" postit i All lumber, L.P. Pine,shall be treated with cca (chromated copper arsenate) in conformance with AWPA Standard C-2. A minimum of 0.40 pounds per cu. ft. of preservative shall be retained after treatment. 1(a" 30" STL. CA51N6 y" =1t' 2- 4 r2 TOP 4 BOTTOM -04 @ If!" OC. ul V 1/4" TOOLED JW w/CAULK 11h" LAP Kew. FULL LE14 sxT 5xT OF VOWEL. REINF. MAY 12"MIN. 12"MIN 56 Wwf OR 5EE4611EDULB. RL5AR. CONTROL L CONSTRUCTION JOINT LOCATE at 30' O.C. MAX. 4AWCUT OR f TOOLED JOINT W/CAULK f CUT ALTERNATE WIKE5 OR KEDAR - AT JOINT F ' " OPTION w/ TOOLED JOINT (30' O.C. MAXJ I-LAe,TH KNESh REINFORLIN6 Maa PER PLAN P CONOT. JrIWWELO EXP. JINT. 4' WxID/WL4"WI.4 03@40"0.0. 44024'0.0 JOINT DETAIL N.T. S . 4—I Sold S�sI ila # 4 DOWELh GJ 24" O.G. LAP REINF. FULL EPDXY LPOUTED LPN( OF DOWEL INTO WALL ,A) N: SLAB t' D I' to t DETAIL la I, 0.. 3/4"o BOLT X 5' (BELOW) T 4.4 FOOT EASE EDGES FO[ T14HT INSTALLATION INTO TUBE SECTION A —A Zx(n RAILc3 TACLI W/ 2-IUA LALV �ILh t:A. P06T. TE49 &ILW(LY ftL.OW TOM OF TUBE 4f( TN16 RAIL )WERE TED ON UR6 I I(a'A MDLE A %'Ap BCL.T T(; NO BOAOM ELATE. 6AL'fA9tZE: FAERIfATIONh FOR RAIL )6h DULL. 1.0 Aol ea FOK Po5T5 SET tN 6ON6. DRQQ155LL 2 MFF'eHOtCULAR 2 GKOUNO LI�IE RAIL DETAIL � ADOvE: ju KCF TwN 0FeD DRAWN DESIGNED CHECKED JUL'( 1165 020- 026 APPROVED DATE PROJECT NO. Engineering Consultants 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd. West, Suite 202 Fort Collins, Colorado 80525 Colorado Springs, Colorado 80907 Vail, Colorado 81657 3031226-4955 303/574-3504 303/476-6340 NO. BY DATE REVISION DESCRIPTION J 3 t (TYP.) 3 2-44 LONT• 501E STEIZtLA.NT # 4 @ el O.C. 4" IC70U9 `IeLLDW STEIPE (ALre.ENATE c &x4#Wl.4xWIAWWF) 5LOPE TOWAED6 Lt'EEK @ 1.0/. UNLESS NOTED TRAIL SECTION & REINFORCING ALTERNATIVES N T.5. '/15' PLATE EXIST. GALVANIZE AfTEK FAMCATION `wIN4 IALl \KELOCATeP —1^ ��113' GMP WGLDEO 6TIFFeN5K • 9 i'- Lf DEFLECTION SHIELD DETAIL GKOL>TED Rlp-RAP ly2' c SECTION IV24 Y2' EXf, ISOLT6 DCFLeCT10H 5111Et.D (5eB DETAIL AeOVE� b SECTION COLLEGE AVENUE UNDERPASS @ SPRING CREEK EMBEDL 2x2x3�lO" w/ Y2' > 4" tI6A a 12" O.C. V12"Xt/8' GAW. STL. GRATING . SET Tor Of GRATING FLO69 N� bOTTOM OF SLAG MlNF. NAME Ahd) ZEE SAT, 5 FOR INV. ELEV. 4CJ It' Oil 4- tLK&N SLAB -AF IATA ON WALL �k5 TOP 4 t5mom 4� 16."0•C. LLL BEYOND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PAGE 9B-9 SIGN NO. W7-5, 18"x18" SILOUETTE OF BICYCLE ON HILL, BLACK ON YELLOW, 1/16" ALUMINUM. ii i� �1 I_. 2 SIGNS WITH POSTS REQUIRED; LOCATED AS STAKED POST: UNI-STRUT BREAKAWAY OR EQUAL, 1 3/4" SQUARE BY 10' WITH 2" SQUARE BY 3' GROUND SLEEVE. ALL POSTS AND HARDWARE TO BE GALVANIZED. WARNING SIGN o "CLEADLALK LETTEF4 ON YELLOW MLKGRAUND BOLT TO CKD15-TUBE '/IV ALUMINUM 516N 5EE DETAIL ABOVE, I'H4" S0.UAFE 4 CLEARANCE B'-S" (uP ANGLE connF.TxION -- EA. hlpe- BANNER (5EE NOTE 1) POSTUNI-,5(EUT BFEAKAMIAV OF Eaua_ 13/4" 4 utAKe x to, W/ Z. SOUAFE x g'_0 GROUND SLEEVE -�. RAIL SET IN CONC. NOTE: I. NYLON 2EINF VINYL LOCALLY AVAILABLE TNEOUCA PETER50N AWr4IN6 4 CAn VAS BANNER SIGN SHEETS SHEET TRAIL DETAILS 9 6 '•Sb i s \ �" — cos• %► „�► --- ... -'0000' �j/ t f 1 ELECTRICAL SITE FLAW 4[zus.' 1' = i -o" _co GOA �� I W9WtW�rf �-i4a't11Jt� � I 1 I I 0 WK1T "it'.._ I I gtVDhp4 Hb9LK I I �lor<SD16-sMs b � d�G�I�L Agram0 •Oo. ? yr J ufr I.IfiNt � Fbwr� (b- laG ?N") I°G JRJ11Giiol l boc NE —LINE DIAGRAM ELECTRICAL NOTES: 1D ITY LIGHT AND POWER WILL INSTALL A JUNCTION BOX IN ORDER TO GAIN ACCESS TO THE EXISTING SECONDARY CIRCUIT FEEDING THE TRAFFIC CONTROL PEDESTAL. CONTRACTOR SHALL INSTALL CONDUCTOR FROM THE METER/LOADCENTER PEDESTAL TO THE JUNCTION BOX. UTILITY WILL MAKE NECESSARY CONNECTIONS IN THE JUNCTION BOX. ROUTE LIGHTING BRANCH CIRCUIT UNDERGROUND AS INDICATED. NOTE LOCATIONS OF ALL EXISTING BURIED UTILITIES AS WELL AS SPRIORLER SYSTEM AND MODIFY ROUTE AS NECESSARY. ;>MOUNT TORK MODEL 2001 PHOTOELECTRIC CONTROL TO NEMA 4X JUNCTION BOX AHEAD OF WALL MOUNTED FIXTURE. SURFACE MOUNT LIGHTING FIXTURES TO BEAMS FIVE FEET OFF EDGE OF TRAIL IN THE UNDERPASS. WALL MOUNT FIXTURES TO WINGWALLS AT TRAIL ENTRIES AS INDICATED. PROVIDE VANDALPROOF LIGHTING FIXTURE WITH PRISMATIC LENS, EPDXY COATED HOUSING AND CLOSED CELL NEOPRENE GASKETING AS MANUFACTURED BY KENALL MODEL 5750. PROVIDE WITH 120 VOLT HPF BALIAST AND 100 WATT HPS LAMP. ASSEMBLY SHALL BE U.L. LISTED FOR WET LOCATION, r 409 U11Lrf,'JLpJGr0A eoX" 0 GENERAL NOTE: v THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VLEIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. MPW SPh WGDISMED CHECKED " p COLLEGE AVENUE UNDERPASS Jay m ozo-oza :+00 �.M.,. �:�� N. A..�..�, w_ �..::o � s.. Ft.M.jfl at ram. So" 2*� @SPRING CREEK ELECTRICAL APPROVED DATE PROJECT N0. Fem comAk colwo" sss2s Cw..a sFrRM. cw.ae ufo7 v4 c.wa• as! 3031220-49ss 393414-3s04 sa1416-634e No Text STL. CASING BELL OF PIPE CARRIER PIPE )ROVIDE REDWOOD SKIDS EA INOEPENOENTLY BANOEO TO PIPE BARREL /3/16 in. stainless steel strap STL. CASTING C (minimum of 3 per redwood I skid) TRANSIMISSION LINE SUPPORTED BY REDWOOD SKIDS INSTALL RUBBER BOOT AROUND CASING AND PIPE. ATTACH WITH STN. STL. STRAPS. SKIDS SEWERLINE CASING 3' MINIMUM 1' MIN ASPHALT TO ­`P�l — z , ( MATCH EXISTING 'SEAL EDGES (TYP.) q-vi-__v•I MMY������\n� .• . rf//d\\\TX//��\\'is 1 t I OPENING TO BE STRAIGHT 6" MINIMUM THICKNESS ` AND SQUARE, PARALLEL TO SIDE OF TRENCH COOH CLASS 5 ,L _ AGGREGATE BASE COURSE TRENCH COMPACTED BACKFILL BACKFILL MATERIAL z' . BEDDING SELECT SOIL MATERIAL , I \ GRANULAR MATERIAL WIDTH VARIES 1. BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 12-INCHES ABOVE TOP OF PIPE. 2. GRANULAR MATERIAL SHALL BE A MINIMUM OF 4-INCHES BELOW PIPE INVERT. 3. PRIOR TO INSTALLATION OF PATCH, ALL EDGES OF EXISTING ASPHALT SHALL HAVE A TACK COAT APPLIED. 4. ALL SEAMS BETWEEN NEW AND EXISTING PAVEMENT SHALL BE SEALED WITH AN ASPHALT TACK COAT. 5. PAVEMENT SECTION SHALL MATCH EXISTING OR 6" ASPHALTIC CONCRETE WHICHEVER IS GREATER. 6. REFERENCE STANDARD STREET SPECIFICATIONS. ASPHALT REPAIR z_ xQ 0—CD ( Q a W 0 z in LONER LIMIT - OF TRENCH WALL SLOPING UNIFORM GRADED MATERIAL CCMPACTED GRANULAR MATERIAL 24"RING AND COVER-400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL —71 I 6,gljwcD GUAc 16"MAX. .o .a c-. - ;a• ': MANHOLE 4` RUNGS 12"OC. 51 SLOPE N 4' a'4: 1"/FT v + 8" MIN. STANDARD MANHOLE TRENCH WIDTH CLASS B BEDDING BRICK g/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT. _A STM C-478 ECCENTRIC CONE BROUT SHIPLAP JOINT INSIDE AND OUT —ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED OR PRECAST CONCRETE BASE d' MIN. Bc =PIPE O.D. 1/8 Be (MIN. 4) I� I 0. MY Y-E•—f—•-0 „ H Y I � I ' I I I I � MIT -- FOX g ,H .91`15IRP/NG I CENTER I e i VV I t I 8 I14FS gO NN w_ 1. I I ^ h c P Yf1 \ C a N \ I - M29 Q W. STU T REPLAT of LOT / of I� MISS! Q /NG L> Y/RT SUB rY $ SPR/NG COURT -1 Co CY M x to I Z Mill444 I MIN WI —.—.—. M30 I j EO SUED/V/SON _ wl I f � 1 JIMCIRMI Y31 N •' 1116 112 - �. " _I MI6 ..._ FI 4 MIB � SEWER GENERAL NOTES 1. Coordinate diversion of existing flow from 21 inch sewer through 30 inch at Manhole M40 with Water Utilities. Six in- ch sewer flows at Manhole M42 shall be pumped bypass back into system during relocation of sewer line. L. Verify that no services exist, abandon and plug thraef'eet each end existing 21 inch line between Manholes M44 and M45. 3. Verify all existing utilities at site prior to construction. Verify location and elevation of existing Spring Creek pipe prior to installation of sewer. h 1 T-E 201 ii3 i •T"c"— 1I I O Sol SPRING CQ/ N M N IC5' R I THE ENISTANCE, SIZE AND LOCATION OF UTILITIES 1/ •Q'/B O U „ I CANNOT BE GUARANTEED, FIELD LOCATIONS SNONN SNWID BE OBTAINED PRIM TO FINAL DESIGN M CM STAUCTION. SUB ! „ „ I REY TO SYMBOLS a _ aN WATER MAIN / Y32 1 M39 „ � � / Sr - - - — SEWER MAIN WATER SERVICE SERVICE I BANKCENrER TNUR N ICE F- O • SEWER SERVICE MANHOLE I O l A FIRE XYMANT N I h WATER VALVE =I I SOUR RE WHEEL VALVE FS BLOW -OFF MW N 1 I I MST F/R ST I P UTILITY VICINITY MAP IA KCF -TWI4 DFh SHEETS SHEET DRAWN DESIGNED CHECKED *MNC Engineering Consultants COLLEGE AVENUE UNDERPASS JULY- 68 OZO.028 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd. West, Suite 202 SEWER LINE DETAILS 9 9 LNO� BY DATE REVISION DESCRIPTIO N APPROVED DATE PROJECT NO. rort Co2 26ns, Col rado 80525 Colo adoS350<s, Colorado 80907 Vail. C76r63401657 @ SPRING CREEK