The URL can be used to link to this page

Home My WebLink AboutSOUTH TIMBERLINE ROAD WIDENING PROSPECT TO DRAKE - Filed STR-STREETS - 2007-02-12Tsr X CONSTRUCTION PLANS FOR (V 1 y I"IMBERLINE ROAD WIDENING -INTERIM FROM APPROX. 150" NORTH OF DRAKE ROAD TI APPROX. 1600" NORTH OF PROSPECT ROAD FORT COLLINS, COLORADO APRIL, 2005 ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LT LEFT A.E. ACCESS EASEMENT MH MANHOLE ARV AIR RELEASE VALVE P.E. PEDESTRIAN EASEMENT ASSY ASSEMBLY PC POINT OF CURVATURE BOV BLOW OFF VALVE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN C&G CURB AND GUTTER PI POINT OF INTERSECTION CL CENTERLINE PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY D.E. DRAINAGE EASEMENT PVC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE ES EMERGENCY SPILLWAY RD ROOF DRAIN RT RIGHT EX EXISTING SS SANITARY SEWER FES FLARED END SECTION STA STATION FL FLOWLINE STMH STORM DRAIN MANHOLE GB GRADE BREAK TB THRUST BLOCK GV GATE VALVE TOF TOP OF FOUNDATION HP HIGH POINT TYP TYPICAL FH FIRE HYDRANT U.E. UTILITY EASEMENT VCP VITRIFIED CLAY PIPE I.E. IRRIGATION EASEMENT , VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION IRR IRRIGATION VPT VERTICAL POINT OF TANGENCY LF LINEAR FEET TOW TOP OF WALL LP LOW POINT BOW BOTTOM OF WALL LEGEND W EXISTING WATER LINE - EXISTING WATER METER _ C( EXISTING FIRE HYDRANT EXISTING WATER SHUT OFF VALVE C><7 EXISTING WATER VALVE m EXISTING AIR RELEASE VALVE E EXISTING ELECTRIC LINE OHu EXISTING OVERHEAD UTILITY LINE <- EXISTING GUY WIRE EXISTING POWER POLE ® EXISTING ELECTRIC VAULT 0 EXISTING STREET LIGHT O EXISTING GAS LINE EXISTING GAS VALVE EXISTING IRRIGATION LINE >41 EXISTING IRRIGATION VALVE EXISTING IRRIGATION SPRINKLER HEAD ® EXISTING IRRIGATION VALVE BOX ----"`-""- EXISTING STORM SEWER EXISTING STORM SEWER MANHOLE s EXISTING SANITARY SEWER LINE 0a EXISTING SANITARY MANHOLE C) EXISTING DECIDUOUS TREE T --- EXISTING TELEPHONE LINE FO — EXISTING FIBER OPTIC LINE El EXISTING TELEPHONE PEDESTAL X EXISTING STEEL POST w EXISTING WOOD POST °- EXISTING GATE EXISTING SIGN �- EXISTING TRAFFIC SIGNAL EXISTING EDGE OF ASPHALT PROPOSED WATER/SANITARY MANHOLE �( PROPOSED FIRE HYDRANT • PROPOSED WATER VENT PIPE • PROPOSED WATER METER e PROPOSED WATER VALVE L1 PROPOSED TEE W/ THRUST BLOCK ® PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER PIPE PROPOSED FLARED END SECTION PROPOSED STORM SEWER INLET PROPOSED RIPRAP PROPOSED STREET SIGN PROPOSED TYPE 3 BARRICADE EXISTING CONIFEROUS TREE 0 EXISTING SHRUB I CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION RS,�F77 A VF PROSPECT RD. tr Z 4u. IL:- m PROJECT LOCATION 1 O GR Z F'9T DRAKE RD. F� VICINITY MAP APPROX. 1 "=1500' BENCHMARKS: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE ROAD AND TIMBERLINE ROAD IN THE TOP OF IRRIGATION STRUCTURE. ELEVATION = 4935.53 NGS E 357 IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A SMALL BRIDGE OVER SPRING CREEK AT THE PROSPECT ROAD CROSSING OF THE COLORADO AND SOUTHERN RAILROAD. ELEVATION = 4916.27 CALL UTILITY NOTIFICATION CENTER OF COLORADOI 1*800.922•1987 CALL 48 HOURS BEFORE YOU DIG INCLUDE FOLLOWING INFORMATION • COUNTY, CITY • CAN BE REACHED SECTION & 1 /4 SECTION NO. PHONE NO. OR • BEST TIME TO CALL • COUNTY, TOWNSHIP, • LOCATION OF PROPOSED SECTION & 1 /4 SECTION NO. EXCAVATION • CALLERS NAME AND FIRM • TYPE AND EXTENT OF WORK • FIRM ADDRESS • STARTING TIME AND DATE INTLRWEST INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 ................................ COVER SHEET 2 ................................ TYPICAL SECTIONS 3 ................................ GENERAL NOTES 4 ................................ HORIZONTAL CONTROL PLAN 5-6 ................................ RIGHT OF WAY MAPS 7.9 ................................ UTILITY REMOVE, REPLACE & INSTALLATION -TIMBERLINE ROAD 10-12 ................................ REMOVE& REPLACE -TIMBERLINE ROAD 13 ................................ UTILITY REMOVE, REPLACE & INSTALLATION - PROSPECT ROAD 14 ................................ REMOVE & REPLACE - PROSPECT ROAD 15-19 ••.•..•.....•.••....•........... PLAN & PROFILES -TIMBERLINE ROAD 20.23 ................................ MEDIAN PLAN & PROFILES -TIMBERLINE ROAD 24 ................................ PLAN & PROFILES - PROSPECT ROAD 25 ................................ MEDIAN PLAN & PROFILES - PROSPECT ROAD 26 ................................ PLAN & PROFILE - MEANDERING SIDEWALK 27 ...................••••••.••.••• PLAN & PROFILE . SPRING CREEK TRAIL 28-30 ••••••......•.•••••..•.......... GRADING PLANS -TIMBERLINE ROAD 31 ................................ GRADING PLANS - PROSPECT ROAD 32 ................................ GRADING PLAN -TIMBERLINE/PROSPECT INTERSECTION 33 ................................ GRADING PLAN -TIMBERLINE/NANCY GRAY INTERSECTION 34-35 ................................ EROSION CONTROL PLANS 36.38 ................................ STORM SEWER PLAN & PROFILES 39 ................................ SANITARY SEWER & IRRIGATION PLAN & PROFILES 40,49 ................................ SPRING CREEK BRIDGE PLANS 50-58 • ............................... LANDSCAPE PLANS 5962 • ............................... IRRIGATION PLANS 63-65 ................................ SIGNING & STRIPING PLANS -TIMBERLINE ROAD 66 ................................ SIGNING & STRIPING PLANS - PROSPECT ROAD 67-69 ................................ SIGNAL DESIGN PLANS 70-88 ................................ CROSS SECTIONS 89.94 ................................ DETAILS CONTACTS: CITY OF FORT COLLINS STREET OVERSIZING MATT BAKER 222-0748 EILEEMBAYENS 2220351 CRAIG FAWER 222-0854 WATER/WASTEWAUR ROGER BUFFINGTON 221.6854 STORMWATER GLEN SCHLUETER 221.6700 LIGHT & POWER DOUG MARTINE 221-6700 TRAFFIC ERIC BRACKE 224.6062 1216 W. Ash, suite C Windsor, Colorado s0660 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSULT[ N G GROUP INTERWEST CONSULTING GROUP TERRY RODRIGUE 674-3300 Exr, 107 BOB ALMIRALL 674-3300 ExT. 106 WEST CAROL VEYSEY 377.6406 XCEL ENERGY CONNIE WOODARD 225-7843 POUDRE RIVER POWER AUTHORITY TOM MCCORMICK 229-5311 GREAT WESTERN RAILROAD J. CHRIS DODGE (OMNI TRAM 303-398,4505 ARTHUR IRRIGATION CO. BOB HARTUNG 493.4575 1_NDEMNIFICA7ION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY, THE REVIEW DOI$S 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 IMPLYTHAT 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, I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT 1 AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. ESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO UN�TILLI/ITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: c��oS CITY EDATE CHECKED BY: TER & WASTE A UTI ITV I DAfTE CHECKED BY: _ 6-A0-41" CHECKED BY: � f d` --- � /s',oS BY.. A REATION DATE CHECKED BY: <'/io!s TRAFFIC ENGINEER DATE CHECKED BY. DATE ___JDL I JDL I I TIMBERLINE ROAD WIDENING INTERIM m 4 CHECK BY: IDATE: COVER SHEET 1 OF 94 /4 r L3 1 r c — G — m• ccrc w - �c � I INSTALL-BLOWOFF W/TB PROPOSED WATERLINE I (PER SIDEHILL FILING TWO) I I 1 I i a7HJt/7/LL � � F/LNVG TWO I � i I I I � I ' rol 1 i' I CAL VN J LO/ II i I JOHNSON �I i EXIST. ROW I' TIMBERLINE CONTROL LINE (TI 58+00 RELOCATE EXIST. ELECIRTC VAULT, PEDESTAL dr CABINET _ _.(SEE NOTE 2) ADJUST EXIST. WATER VALVE EX RIM-4913.79 OP RIM-4913r72 — IN zr arc- w T/MBERL/NE RD. G� G G C —B• #/ G —— — — — — — — — — — — — — EXIST. Row .� ILL 161 EXIST. STORM PIPES Ac RiPRAP Q; El It I TO REMAIN PROTECT IN PLACE 1 Q II I II II I II I W II ICI i II II I �u I II 11 I I 1 SPR/NG CREEK CENTER P,U.D. Lor a ti INTERSECTION REMOVALS 'ROSPECT RD. REMOVAL F \ 1 I 1 NOTES 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS MALL BE PERFORMED BY GREAT 1TEST STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT RELOCATION OR ADJUSTMENT. PHONE: (303) 398-4505 COLLINS UTILITIES TO COORDINATE RELOCATION. PHONE: 221-6700 8. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CITY ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & I I PHONE: (970) 377-6406 POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHCNE: 221-6700 L A ZEMOVAL OF CONCRETE IRRIGATION STRUCTURES ALL EXCAVATED AREAS FLOWFILLED. IUTY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH AS DETERMINED IN OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED 11) BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL '0 BE IN ACCORDANCE MATH CITY STREET REPAIR STANDARDS. 18" CMP EXIST. 4'AUL7 t SHUTGA AL O REMAIN C/TY OF FORT COLLANS (PROTECT IN PLACE) ADJUST EXIST. GAS VALVE RELOCATE EXIST. ELECTRIC EX RiM-4915.29 VAULT & PEDESTAL PROP RIM �4922.51 (SEE NOTE 2) F (SEE NOTE 6) TIMBERUNE CONTROL LINE (TYP.) 7 FO FO FO FO FO Fi T T T T T T IT T 54+00 - 52+00 - I - --=MST EXIST •51l MARY• 0T EX RIM�4916.a AL c c c - PROP RIM:4916.86 T/MBERj.M RD. REPLACE EXIST, RR CROSSING SIGNAL/ARM CONCRETE PEDESTAL TO R AIN I c G'rw- c (SEE NOTE 5)- c ,A � i w a.• Cnrc-• w w CP TEST STATI / e �'A ��. � 0.0CA /TFE�LAd jR CROSSING SIGN (SEE I T 04, EXIST. P (LENGTH IUNKNOWN) -G- - ne.� 7NDERME RD. SEE NOTE 5) .0 ST Ate RM' / / eROTECT/ IN ACE 5)7 // �'/ A E I T. 1R CROSSING CABINET SEE NOTE 5)00 RELOCATE f;S*I ELECTRIC E a TRANSFORMER AND METER-'-" E 58+( (rS�E+-4 E NOTE 2) 57+00 9- F- 2_ o R!M O TE ETE EXIST. SEE POLES T o F .A _ �.. SEE NO�TE? ,6 6—ADJUST-EXIST. 7 R'V MH- EX RIM-4914.1 c PROP RIM-4913.92 W m• cOFIC w G CP TEST STATION--�-a' HP- c G -G TO BE RELOCATED = (SEE w z4• arc —IN - w T T / T r TO REMA j �� EX RIM-4913.8?/ (PROTECT IN PLACE) PROP RIM-4914.53 (SEE NOTE CL STA 56+03.23, 105.93' RT RELOCATE FIRE HYDRANT (10 LF 6" D.LPJ CL :STA 56+87.49. 77.41' RT RELOCATEREMOVE 26 LI wr CENTERPOAV)'" PLAZA wr > I\ --------------------------------------------� BA rH LAAMCAPE AND POWER EOl//PMENT i cND SMIAL aPA�RK 1 r_j HARRY BA7NH �L 4 TRACT Y NMI Fy 1 r i I f I STA 69+72.93, 47.80' LT I RELOCATE EXIST. TELEPHONE PEDESTAL I _ j RELOCATE FIRE HYDRANT (29 LF 6' D.I.P.) -� �. j,,,� (SEE NOTE 3) - I INSTALL 2 BOLL�RD$� i I REMOVE EXIST. WATER METER ADJUST EXIST. ----- i ON ABANDON SERVICE AT MAIN CP TEST STATIONS / SANITARY SEWER MH CP TEST TO BE RELOCATED TO BE RELOCATED.- - 1- -.... - I - - - - - t EX RIM=4909.09 � -__.------------------ T------ EXIST. ROW (SEE NOTE 1) I PROP RIM=4908.64 (SEE NOTE 1) w REMOVE EXIST. INLj STA 70+11.75, 47.49' LT w w -1 ' C0rc— w w w 30" RCP (1RELOCATE VENT PIPE (38 LI ._L do (i) S BOLLARDS s s " F64;I; 42-- S ---- s V,00 S S 5 - s S --K2• S - - - - — _ s —:2•- 5 S — 3d?00—-6T+00— —65+00 70+00 71+00w_2f,W- - M+� ��Lr IN w w w w --� EXIS7 RCP PIPES I;; q77!ADJUST EXIST. ARV MH TIMBERLINE CONTROL LINE (TIP. c w ADJUST EXIST. WATER ALVE J/ TO REMAIN�i' "" w lg4 T/MSERUW RD. r EX RIM�4908.54 EX RIM-4909.18 i i i i i PROP RIM-4908.38 c - c c c PROP RIMI4909.26- c G c --.�-- 5! j-- c c c c c G c c '`- G c c G G --__ G tea_—G� _1i III -- —_-- G:—_—__— —_ --G _ _ —C .yr — ]�M. —e.r.— fir.► — �lEp.— �!.►. _vw— .y+me. vere_ ter.— �e —�� r. E — E_—.._—.-- -- �♦ '�.E _-- _—_ _ —_—_—E --- — =---- b E ---• � C,lcG .�..., . � ---- I �! �' I \':...: I I CACHE LA POUDRE BMC WEST P.U.D. "� ::. ' /NDUSTR/AL PARK PROSPECT- LOT I " "' "'"� TRACT 9 11 1 T/MBERUVE P.U.D. I " I FIRS F11-NO ' Lor f I CITY OF FORT COLLINS, COLORADO 11 UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION Or , APPROVED: CITYE GNEEr DATE E CHECKED BY: j,�C 1 1GN k WAS WA 1 I 1218 W. Ash. Suft C CHECKED BY: STORM AI6F unurY DATE 1 Windsor, Colorado 80550 sj0 25 0 50 1 OO I Phone: (970) 674-3300 CHECKED BY: f""^-N � TE r Fax: (970) 674 3303 X�l< 1 �^ SCALE:1"=50' INTeNWIST CONSULTING GROUP CHECKED BY: ee �''�� r TRAFFIC ENGINEER DATE ' CHECKED BY: DATE momew DESIGNED BY: DRAWN BY APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM SHEET JDL I JDL 8 i, SCALE: DATE: CHECKED BY: DATE: OF ;or �»=50' I 4/s/o5 I UTILITY REMOVE, REPLACE_ & INSTALLATION —TIMBERLINE ROAD 94 '-`�"'� mow: .. - - .. - - .•-wwr�:,�;,i..-��w�.xt"+.*...-...n...................�..-. _ ......_ ..: �,ca:, o-.-. . _._..+w,....:.,.--___w, ,�+r1,"-;,�...,_. . _._ VOID C -1 274 I X I RIVERSIDE f P RR 1 C/TY OF FORT COLLA'VS I • --_ _-- -- — — — — — — --- I _ `—_— 50 25 0 50 100 1 1 I EXIST. ROW CL STA 77+46.29, 92.11 • RELOCATE VENT PIPE (47 LLT 1 LT I R1 11 ;1 I s s s s —u•— s s ' —�— s Oe s s s —sz'— s s s s s� s s _ -Wmac� W -w V� llF- -'---1 _ 764100 76t00 7MYERLIK CONTROL LINE (TYP.) f ADJUST EXIST. ARV MH �+ — —� — � c s c c -- c c c c c c '— c c _g- :1 c cEX RIM-4911.4 __ —c —e v— c c c c PRE RIM-4911�9.9 �_ �.er —i �►t. —`aw_ _sr► __sn► — �d vrn— arm wa► — aona. —vrw_ —�.r — are►_ —men_ _wr. vr— err — �——ve�..� �s-- —err— �. —vrs_ _sr► — yrw_ — � ar —'rr�— � uero_ vwea.—..aep►_ —�_ �eeee► —_bees►. —men— �eea► .� aeee` -- — awf_ vr.— �eea► — xoe►..�� i j� C9+ E ---— £�_------- _ _ —t'---.--------------------------------------------- ---- --------—£--� ----- --—,------ PA --- — — — f— —__——___ —— — — — — — — — — — — — ------E----------�-------___----- fEXIST. EOA ; I V col EXIST. ROW I 1 NOTES 1. CP TEST STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS 6. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL j SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. CACHE LA POWRE H u ' COLLINS UTILITIES TO COORDINATE RELOCATION. PHONE: 221-6700 PHONE: (970) 377-6406 MUSTRUIL PARK I I 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CITY 7. UPON REMOVAL OF CONCRETE IRRIGATION STRUCTURES ALL EXCAVATED AREAS 1 TRACT 8 ' OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT do SHALL BE FLOWFILLED. POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 221-6700 8. ALL 1 ' UTILITY CROSSINGS SHALL BE FLOWFILLEQ TO A DEPTH AS DETERMINED IN 3. ALL TELEPHONE RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY THE FIELD. t OWEST. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7853 IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL 4. ALL FIBER OPTIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PLATTE RIVER POWER AUTHORITY. CONTACT PLATTE RIVER POWER AUTHORITY TO ♦ 1 I ` COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 229-5311 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY GREAT laws WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE \ RELOCATION OR ADJUSTMENT. PHONE: (303) 398-4505 I \ CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DRECT SUPERVISION OF APPRoJALjTy DATE CHECKED BDACHECKED B 1218 W. Ash, Sub C SiDItDATE Windsor,Colorado SOW CHECKED BY: d• Phone' (970) 674MOD vARKs t CKA11 DATE Fax: (970) 6743303 _ INTERWESTI CONSU L T I NG GROUP CHECKED 9Y• M t� dN R DATE CHECKED BY: DATE REVISIONS: DATE: vDESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING —INTERIM 'SHEET CITY OF FORT COLLINS, COLORADO JDL ( JDL 9 SCALE: (DATE: CHECKED BY: (DATE: of ENGINEERING DIVISION al>oi- „=50' 4 s o5 UTILITY REMOVE, REPLACE & INSTALLATION -TIMBERLINE ROAD 94 —_— ....--=.:x -:.� ..x—ro-�... _....,. _.'., a»x.-,..:'_.>_nw-n.+......e..^�mn.,, ...«.—._.�. .....—_.mxe....y,•....rw........:.'..,:.a>rusv�++'.m._..v. ,fl'w+.,s.on.:!.wvMnrt4Rll/� ..... -. .. -: ..... w.a.a .w .;.' .., ...:... o—.w„..... .u..i. k.. n... iv... ..>. a. .... .x e _ �....� ..um,y.'tr µn.R.'e%•.nuw+mr.e - .aLm .w. .. y , ... .. ... .. ... ... _ .. "'.s"n'-"'aifl. - _ - ':_ .t..f4Yyn' .. v .. � illel ✓T4'-"� ,. rt' If.P 2+S''^'4'. �1M+"'RT?'MMi^vN..EeYIPTi� -.—i ��S'• o_.r,t....�tr.W-NSnMk'YY9r+"''.w'N:WRN .c...^ ..��J _ =1 �I Q SC GROU° INwSTINENTS, LLC t Q EXIST. SIGNAL POLE TO REMAIN (PROTECT IN PLACE) W I ` PROPOSED ROW _ CATCH LINE (1'YP.)— — — — — —i — — — — — — — — — EXIST. ROW 1 — PROPOSED FLOWJNE —�— �------ — — — — — — — — — — .� h 4 , r.:}. ) 1 , Yl„ P Y Y M ..- fJ ta' , > .£,.. •",. ,. .,.s 'E o. ;�,., ., .;,-, .,.,.., ...: _. a»:. , .0 4 x'£'r':.S r,�"tj t.s r",( \w. - .. ,.. ... .., .. - .k... i(F YY r{„+:$✓>' >. .,f ve i,r' Iff .. .-.:.. .,.. ✓� �` c.�, r,: :'. Yi"i,-.. ',.. a ,i •f. , kr,pG +F r'r ,,, • d .. .r`. .'1' F .rP,. 4v'v. .e ,3 ., n r fi.4, .. '''-ed". v r. .:. ... . ..9. 1 • .,eu, .. .. . i, , ":. I'... ,a , ...°5` h n .. _ ; :.... a ,Y:, r. s 'B{,c.+u5 - » . _- .:, ". , ... ". ., > .,. ,.. V a e . i1a r, 'r:. .,.. .,. r. .. : f ::.. .:(. ... ,. -.,.. , ...,., ..: .. ,..... , ax „ s u ..♦. rr r .Y ... .. n „- ). ,. ..' i .. t Yr .x. ",. r,. z ..,. .. ,, a .. ,. ,. Y. ✓. , r 5 ¢ ... 'ro,. „ d' ! t �♦ r. ..�` � ,rP .,... ,r ,. l.F a. .. ,,. K'. rS n...- .., .,, v .. ,v..✓, , r, .r, ...,-, r .. ... „ . .. ;> ST. LANDSC PIN 4 ,.i ,.{ ., ... ,. ) r r 3 .. N. .. - >. r. i, .J S. 3 • �. I .. � (, w. ,-,^: .... , ,.r., ,. ,,: r'. -, .bF , ,. r ., R d, b Z :. F b Y ,.. ,'rFr ... .}� - v . .. .. -.. e .., ( v.: ... ,. ,a.... r .,l` .v r is '. �'. t ., r .r, Y,... ,., -, ..,, ._ ... ,... t ... .. a .. ', .... ... .�fj ry � , .n ,�r.. ..., :,, '... 7 ry r. .. r. ,. .i! , S� a, V... a 4 1, 5'. V ..,,, ,i .. ,M.. ...:. ... n .. .. '., .. ,..- REMOVED/RELOCATED r r , F .., � ,,, , , � , . ., . �. ,. , TO BE_ v ru. � 3 :. : s „,. +,., k $ s ,, s.r ...,. ,-. , rt. , ,.. , , . .rx� �}.., ,. (SEE SHEET 50) 194 00 -20a DO224 00 Psh' � — — — — — — — — — — — • .— --r— —�"— i + �-19+00 PROPOSED MEDIAN FLOWLINE ✓ I - ,5+00 ,a+oo TiMBERL/NE RD. ,o+oF 0 ~—� ,li+oo . ,2+00 ,s+o o ,4+00 t , < , r ` I� �. �— ` 77' �ti8 r! 4 TIMBERLINE ur CONTROL LINEti ° r, P< s :lfi *`, ,.' ;:fit 4 f'Y'3;L ?',F£'t ..''�".a tC ,r7£sl r y f , . I {{�� v ^,' xu .^�,`,^ \ aro,,i' +c+'.. < i7 44' i 4Y ��4}:�1 ". » I S I tr 3$�"" w 9 i{r4p ", av ti ! v�4YE}7 eu4'e'Pale „Uy, 1£a : r•'_ �,d J1 .I J � . � ary v',��." ..i. i �« $ f,ta i •, G.:� i 4 1 rtzt$s - — — — — <': nB ., .o-:✓ N?t' rY5� kr�Da,,$ 'pe t r'r ,',dw siF afL'' r, r`,i..%! S',tr' ..YG vn ,sti2x-2v'2'P. C+. I i, hi r�>7 a , z, 'n.', 'r rvr ,,r5 ,lt, "�., � 13Yr "Jy l,.f.. r. c{`. ,✓h Mi: F` � R 't 5!'�� r J iro `�,if 'V �,v 'E, tG9�: �•v'(�, ', •�}•, 9.a b:iw' e-f u":,1+ ».0 s t�'r 4:si"i t�..aA44� t .f'f,. x,. f, S :?' i+>,frH"-axf }wJ d,...; r.e �x s,.,: :w itu' !,x ::i .r ti!d +JC v , t{ger, :I ;-♦r x 1�5<, x .. R`%r �� t v , r} I � r yy C✓zx; , t r 1 � �" s e q ty , :fas dt�+" � S�i�$ Jt 9a� z flJ. � i, id�t y �,, r t l ,, f ? e YrF�roa y . � r 1 f ^ I $a —� � .� _ �� iB{::i f Z ,r, '31. ;p t jk, Jl`� �`r '�'r RC ��zt'�it�fiur l.it:: 6 1�,rr' � f �aa:' t>s�P �fl�,t� r,rrt � k 't �r"Y, .. l: '„r. .... `�' .�� • �� s �— }i PROPOSED FLOWLINE lar F �. l ,'J.`f 3w..; /` �.. ��r CATCH LINE (TYP.) — I �\ ` —.— �— — — — — — — — — — — — --- _—� —� �EXIST. ROW — — 2 I � EXIST. SIGNAL POLE TO REMAIN i I 6 I F/LI1/G ONE (PROTECT IN PLACE) ALL SIGNS WITHIN THE PROPOSED ROW TO BE REMOVED/RELOCATED. (SEE NOTE 2) I � I I s/vEhxl I � I I FILM ONE I I I I Hm 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, POSTS AND MAILBOXES. 1 2. ALL EXIST. ROAD SIGN WITHIN THE PROPOSED ROW SHALL BE REMOVED BY 1 THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED PER SIGNING do STRIPING PLAN. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE. 4. ITEM TO BE REMOVED BY PROPERTY OWNER PRIOR TO CONSTRUCTION. IF ITEMS NOTED HAVE NOT BEEN REMOVED AT 71ME OF CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH CITY FOR REMOVAL. C/TY OF FORT col L/NS v — Q REMOVE EXIST. GRAVEL DRIVE SC GROUP OWESTMENTS, LLC W I i — - —•— e I CATCH LINE (TYP.) I PROPOSED ROW - — •PROPOSED FLOWLINE — I i I CA I FLE/SCh l ENTERPRISES REMOVE / y O (SEE NOTE 4) Q r � CATCH LINE (TYPJ-� 1 REMOVE EXIST. �► • '� N,,, GRAVEL DRIVE �l �LSEE NOTE 4) / f _-- —_— PROPOSED ROW —_J L PROPOSED FLOWLINE REMOVE EXIST, CHAIN LINK FENCE (SEE NOTE 41 RELOCATE EXIST. MAILBOX SIDEWL FIUVG rWO /NTEGRA TED EOWIES CATCH LINE (TYP.) —� I I .I I '-�-— C�HAINOiff INK FENCE (SEE NOTE 4) PROPOSED ROW - I REMOVE WOOD/STEEL POSTS (SEE NOTE 4) PROPOSED FLOWLINE RELOCATE EXIST. OHAIN LINK FENCE (SEE NOTE 4) r r H 1T 1co AWL.•_ PAF TIMBERLINE (SEE NOTE 4) .. _ CONTROL LINE 40+00 — 4,+00 42+00 OQ...Bit .., ... _39+00 '77. .. ... .. : .. of ... f ,: , i:'. t r . _. <' ,. , .. .. .,.,,, .. 41. -1::" €" .•t `<. -., r .. ., .r .,, .. ,, r,4sns.�f 4. rn„ -i. ,.:'. ,t fTj d 1 x Y ,t .�,.r_ .a, .. ..., , . ..t .. r. r . , ., s ,. ,... .r. n .:. ... ...r, .a... .. ,. - , , n..' a .n. f` r. . C .'{✓ ..,.. v . .r, > ,. .. .,r , .r;,- ., r tat ., ,,7777 " .. > .. „ , n a �. ♦ yr .:, r, n� ...e v r , 'a i. v, ♦ a , r .. .. .. '4. K ,.. ...,. r,..r { , a 1,•'u' F. 1" , ,r rr. - -., , '4 rvt.. .: .,., i -:`: ., ...a kf..A ..t t r v .. iv'?., } t_. ..., Sx." r r ..: "4 a , � w '., n, J 1 I , ,. .., _ ,. ,- , ,.. ... ,, ...". .... .r, ,. � ) ) ) I ., .- ... .. ,..; ..fix?;w�."Y- .. ,i. ,4' fl '.t. <' i v 4. f. .., , ... .,. .. 4 � J,r ro N ,., ,✓ & s. � i C I $' ,. .>... �„ ,. +< ,. ..k. ,. .. 1�lt 1, t ... .... .( r s. z ,r. A .t i a. d a.. ( h f..,.-.. , , r .:.-„ ( ,r !" >r k:5'.: u.,.::„ 4 t ;:V _r. .. Jt-. .• ' 1, s e^f . r ,r .. <, ,. x. 1., .} ry e... , > .d L-. n l ♦ , u 4 . .. , i'Y' .. ., v '.� i J< f. , x t ({ .�,qa .r,: .v...'. c .. r;. �Yx 0 [:�`py , r.. E , t �., 4<. _. 'ti 4. n r d .. t,.,r.; , t,". "?i .. ,n, „ %}., f 1 ` ... .. .r.a , .r , r'rt .. n. y. :. q .,, , o" .v .. rti L ✓, i' v. }`i✓ r /€i �§ ,r < r.Y.'ar , n { .... .. _. v �'. 3 .. , ,., � '.�. ". 1`Y , .. E (9a'a } ,. i .. !`. ,a": ry, ,d ,.as, 'Y+:,� dY;S „ i a? ,.. ,. i r 3 e, ,, ✓. r„ , .. ?C r, ., 3. ., -t- .,.' r, .,. x , rN, .w ., ,. .o". ,- _. <>., ,. tY ;, .,.. , / 4 ... .'.a a,a Y Y ,,.. .... ». ., .. r, S.✓ .. "E.. 'v,. , r, ,. ✓ dr.. ., a V :.x i; .. r r., r ,r: ..... a.. -tr. f ,✓,.. . ,.. -.. ...,. 5.. ° .K , r r ,. ..Fi Pr. b. ,-v .. i ar- .. i fi. r /,V,. :a o- uY a i, ,.... "t:w o d a'. rs , , , ,., ..4-..- %l ... r. r ..'i ., ,a , s..,., n .. ... ,. „r. _. i. .,F .. .. , f i.,n r. , .... j r v. x .., t. ,. .,,, .� .. 5., e r x A 'R'*r' 6, F 1. n. :.,:., .' : .. .f...-, rr .,>�. r .... , „ ..5 , . a . '� ., .. } r. . „ Y , ... ,. . > ,r ai .w. .. , ,.:. .. ,.,. c ,:, r-} r. s ,. .., i' .. .., r• ., ,.n' t ., t .,. ,, ,. , 2 .r , JJ < , Y., .. t, .,'. .- ,,. ., i , .:.. ",. ... r. N..,. ... , ,,, T'< ,'. � .. , G., Y 1 ." ,.. - �- '.f' ,:.. r\.e. .. , ,r,.. > � rv".,. 1t t 1 A a 9• ,t, E C .: ,4 ,. {. ,,. , .+ ( ., .: v. • r. ., Y ..: k ,. ,:.. .. ,-. .. :. ,., ♦ t .. v. ..5 ;r .. x... ,. Z ,C. ... r t,�, ..,,f, r „,.: , ,. £ f, 2{. .✓a: n n�'� .v x/ .r":?; .x ..... .. ., ,. t , .,,.. .. ,e.. , t ,.. v. „ ., .. 0, v' ,. „A / � , jj� , , 4 ,.... - r': : ) : r #.. � y4 .. ,i. .. k / .J r y C a ,.�r. (p{,0 Ir :. y.,. , ) .,.- r... ,. y r , ,: `i' _ �. L F , f ?�., v, /• , r ,. �., / n e�5 .. ,: h r:.F ,. r A r n'. .. ,1.. r. v r .. J..., r. .,, r{f.S .CW ., ...:. j .. .. ,.. �, f , ,$ _ ,,. .. ., a e .. ...r :.� ➢l ,,. :,. r, }: 3 , yy .. .h.. I.r i '1 .d .. K' / "F .. ,.. raj♦ � .. r .. ,� SL u..?.: rx Y„ i♦K '.-.. ,n,f e v. .. ...f .n f. .. .. .. r r. 'v`.. ,, .. ... .. ) r}} ,.x .. 1. ,, ^a. a .. , i 1 :. ., {. , �... , ` f C VA Npp Yv�� .. 1., .. , ...:. n ... ," ''"^a k a r -T'e .., .F .✓ ,.. x ..4, Me .,. re. A , �qy > .Yt //�� S .. :r. r n.,.. ..>. L ,. ... Y. t x , .,. ,'vr ., .a R, ox 1 ,.. .... : t ,.,.. .,F. $ M „e. r : x,. 4. .. :.r. ,.,i ., _..h v r. x,. ,.,. ,. < .. d .. ,. ,. .. .. 0 "'.: �a..''"•� ... ___.,.. .. — _ . _ _.._.___-_ _ — —. _--_._. -- _ _ — _— -_ — — _ .— a J • _.- . _ LOWUNE _ __ . — . _ —� -- PROPOSED PROPOSED FPOSED _ ROW .) ' '', , SIDElIILL 1 C CATCH LINE (TYP' EXIST. ASPHALT REMOVAL � Y .. , 50 25 O 50 100 FILING rwo CITY OF FORT COLONS, COLORADO SiDE?XL 1. UTILITY PLAN APPROVAL FLING TWO EXIST. ASPHALT ! SCALE: t " = 50' PREPARED UNDER THE DIRECTSUPEaHsoN of os V S/DEMLL 3" MILL & OVERLAY y APPROVED: FILING TWO Z CITY ONEEg DATE 1 CHECKED BY: AAMIAW T V,r 1 m Itk @WAS - A � CHECKEDif- Ar Imam 1 1218 W, Ash, Suite C Y. STORM AT R UTILITY DATE1 Windsor,Colorado 80550 CHECKED BY: r Q-_ --- "-Ps Phone: (970) 674-33DO k RECREATION DATE Fox: (970) 674-3303 l �.,t 4" CHECKED BY: INTERNE ONSULTING G R O U P TRAFFIC ENGINEER DATE CHECKED BY: DATE 771 7 REVISIONS: DATE: �"'`uJr DESIGNED BY: DRAWN BY: APPROVED BY: SHEET STA 33+00-47+50 REVISED REMOVALS 7/20/05 CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING —INTERIM 10 „,i4, SCALE: DATE: CHECKED BY: DATE: REMOVE & REPLACE —TIMBERLINE ROAD OF 94 ENGINEERING DIVISION of Took 1"=50' 14 6 05 I � r s�it�wn�� e i /__.. _. _._ ___. -. .________...�.—..�_ .. -: a,�«_, ,.,. � .t.-,r,.,,T� `^:'*-:.-r•'^--_...:_.,..-.�_.— .-:,.--.—��rr�.'+•:.+•.r.' ,5-_, _-�=�-+a•nt �,.�'..,.,-,,_.r.:,�..-�..,>!e-,�. -_.—s.-,.,- ..e---.-<.,..a a+-•+Ma+.+Ir'�Iq-+^._..,.,..-..�.wn-nm+s••..ea._ r--.v+,.-.ra+rM.-.a-.., ,..__,...a..x-a.n.•ar/ �..--y-`--,�n+e+vr....._....,..w«+.,.,+r+.�.-_'—c= „'.aey,.�.-.a, �.,...:..�- C --1 2 74 x $2 P RR TLIMBERUNE RD. I I o 0 C/TY OF FORT COLL/NS 1 I ys i ....... '� 9 SO I I I v �r 1� a�1At°N�uN�K FENCE G.7 (SEE NOTE 4) 7WOER UAF STAR �"I I / • ` ALONGNgTY OF FORT COLT UNS TPROPERTYD REMOVE WOOD/STfEL POSTS / / x<<:, SEE NOTE / / 1EXI LO TO REMAIN / / / t f% I I ❑ RE OCATE t ST ( / / % / PROTECT IN PUCE SANCUT LINE / REMOVE WOOD/STEEL POSTS CATCH LINE (TYP.) / FS IT RAIL FENCE (SEE NOTE 1) / / i� / ✓ /I I (SEE NOTE 1) \ / 1 . I REMOVE LANDSCAPE TIMBERS AOVE�L DIVE + / \\1 CTRONIC GATE OPENER Ilk �• do BOLLARDS TO REMAIN I REMOVE EXIST. CATCH LINE (TYP.) / X PROPOSED EDGE OF 2' p x;" (PROTECT IN PLACE) I GRAVEL DRIVE G *�• •.� ..... _� . _� . _� a ✓ /MAI . LOCATE EXIST i GitAVEL SHOULDER/ROW Y �( 2 a I STA EQUATION PROPOSE p EDGE OF 2' �� X� �- (SEE NOTE g' "� •� CL STA 47+47.43 BACK- GRAVEL SHOULDER/ROMI (SEE NOTE i) 58+C CL STA 47+47.40 FORWARD - / / / J 67+00 REMOVE EXIST. RELOCATE EXIST. i ; ,a'' , ,, •�• � " PARKING BLOCK PIPES SIGN SHRUBS RELOCATE EXIST. °ate MBERLINE RD, /� y�00 / (SEE NOTE 4) (SEE NOTE 4) � � � � � CHAIN LINK FENCE I CONTROL NE � �� ` 82+00 �� / 4 (� NOTE 4) ( I 90+00 �� _ 46+00 47 46+00 4M00 _ _ - - - 1---- - - - - - - - - - - - - - - - - s ��- 42+00 -- . 43+00 Zia dp k ?'� ik "' S t v. i... 'J ♦ . - Vn n ?•. f>.. �" , r ., � I t ♦ .. ... { � . .' .. a.. .. '.:.. .... r .kry ` .: �' .. , ... , ..,. ,: �. ,..., .... ... p 1, ,. .. „ s . , . ✓.. , . '�, ,a..,.., d. 5 �.. ,!° „F7 � p c.. ✓ ,.I .J:- � ,.1�, . m: ,, .� r ...,, ✓... .., ) .. .. & :. `4 ,,, . o, r u n r. .: ,.. ., o +.+'... JL ...E r .. :, {, .s. „} ;f. ,. .... e 5.'. .-i. .. d. ,., :Y .. ,t. T .., ..,. .n P.. 4 .. • .. 11 .. .v, - _, a A. ..., ..i a U .ry F ! f.. J., yA'v ., . ., ,. r', .. .e, . r� }.` „... ..,.2. � „ :. ..�,. .�I) -.,,. „a, .., ,•., ., ). .. :.F ✓,. y ...,. A, a c. �, '.�%.r 3 .r r.4 G' �..:.�. i � .... ,. .. E i•...,-.. }. .., _ . ..,<-,. .,.a M �: , ,. -, Yt ! .'+P� e„ e .. .., ..i. .. i ...... . P,. �, � .,.v Y .: ,. .k .. ', .�, ... ,,. lt. .t. .: _ .. tea.... ,. ,,. ,. .. .. ..., � . � ..�.,, a.. -F .. ,.. .. ,.., >i . ,_. ih l .i s. r. .:M^.. . ^FIt s t:0 c M1 .X .... �: .S .✓. G %, :.F .' FE CF ,� 3 ..< �j ,. >ti ✓,. r s.. h� 1" .. 4 )/ _F=. f. � � .,2 � ✓. +'v Y' v ... .. .... d .. �. . ;y at [ ... :`..♦ J.. � 1 ,� l .♦ .: .,i .. .. ... ..( .. .. ,j rv. j ✓�' �,.y t. r , •. XJ, n i .,A d' i. .. S f r . I !` i .'.. i ... _,..r ... ., ... ,.... SEE NOTE ..s .. ..✓ ,. .-.. r. i ^ ., „<,.. . �, �:.a. � .. •, „ —. — — `- — - — — — ------- -- — —------- — — — ---- v --- — ---- - ----- --- __ --- - - --- "- - x x x x PROPOSED ROW REMOVE EXIST. EXIST. W I REMOVE EXIST. WIRE FENCE' GRAVEL DRIVE I� EMbVE EXIST WIRE FENCE o (s= NOTE 1) ♦ (SEE NOTE 1) a- � REMOVE EXIST. ♦ / / ty GRAVEL DRIVE CATCH LINE (TYP.) / / f� e I S/DEMLL 34 • • • y�(i I h m i �� FKAIVG TWO V ► , 34 ♦ CENTERPO/NT PLAZA V - P�r� ,♦ LoT i OF r SA TH LANDSCAPE AND POWER EQIXPMENT 1 1218 W. Ash, suft CWind' CAL VN A LO/S J I I HARRY BATH I I i Phone: ( Colorado 00560 f Phone:(970)674-330D Fax. (970) 674-3303 JOMVSON, ,y1 _ _ x / A SIDEWALK EXIST. REMOVAL __w1j i T M T e R, w N 2 T CO NSULTI N G GROUP — • t CATCH LINE (TYP.) BEGIN EXIST. + CURB & GUTTER REMOVAL 1 / ® ® 7 / ! REMOVE EXIST. 6• VERTICAL C&C / PRO r0S'EU EDGE OF 2• / I APPROX. NO x - - - - - — - - - — - - - - - - i GRAVEL SHOULDER OW ( � x xx-.--_ x _ x- / RELOCATE (SEE NOTE 1) - �_ -- - -- -- I _ - - - ✓ _ SAWCUT LINE PROPOSED FLDNUNE END EXIST. TIMBERLINE TIMBERLINE / SIDEWALK REMOVAL CONTROL LINE CONTROL LINE _ END EXIST. CON / - }y; � _ _ _ CURB Cc CRITTER REMOVAL 58+00 +n e A t m 1 ✓'6 e t s ,� 'n 7 " r ^ a ✓ x^x k,.> f +✓ < _ 72+ F M L N/ R C �� _ _ _ ��'�( 1 L q — Y�.a.'AI �" 9:,i i t ,`. "°, gyi9 s, `%Va f_i," e'A.. a f Art _lf .,,a'rL+J, T,..;,i fit>. k,}`�,�¢r�?�l�t .'t. r ,i}31.pf r�« A -., y.' ai. + 6 6 5r "',, �„"+ix e d,t aY�"� �c i £ ' yl,� £ h'� r , '17K's-m$ "CIF^k ;t=� i yj S+y'fi":fY A"t,A 5'� "`r ,`vt l ;r INTERSECTION REMOVALS S , � TIMBERLINE RD. �� U, „ �; ,. ' �� - - - - - - SEE PROSPECT ROAD REMOVAL SH EET st - r �V A - A\ \ -� `-�-— - - ---- --.-------------------- —.-------.------..----- ----� A� -S / � c" ✓ F ✓ ., r (r�7✓ �S r x � 7 t b%f a 1)A4 .,ar J , xi ,� �a$� � ^ r vd � � — �. � — — — � � — — — — — — — — � �. �I �-- � � — C { EXIST. CdG I I O EXIST. EDA Ii I I i r M _ .,"' �° `_ ��,' _ � ._•'"'._ � _�.'__ --��- — � � (I �.� BMC WEST P,U.D. �-,� � CACHE LA POUDRE F- 'bs a — — 1 I INDUSTRIAL PARK 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS , 1 LOT 1 TRACT 8 I- Row - \ ' OF FENCES, POSTS AND MAILBOXES, EXIST. ASPHALT REMOVAL 2. ALL EXIST. ROAD SIGN WITHIN THE PROPOSED ROW SHALL BE REMOVED BY 71 THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED ul #� I WCUT LINE PER SIGNING & STRIPING PLAN. I CITY OF FORT COLLINS, COLORADO I Q i SPRING CREEK 1 UTILITY PLAN APPROVAL CENTER P•U.D. y� y I EXIST. ASPHALT 3 MILL &OVERLAY 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE. PREPARED UNDER THE DIRECT SUPERVISION OF • APPROVED: 7 1 es' 1 LOT 5 I i 4. ITEM TO BE REMOVED BY PROPERTY OWNER PRIOR TO CONSTRUCTION. IF CfY ERNNEEg DATE ITEMS NOTED HAVE NOT BEEN REMOVED AT TIME OF CONSTRUCTION I EXIST. MEDIAN REMOVAL g CHECKED BY: CONTRACTOR SHALL COORDINATE WITH CITY FOR REMOVAL. INCLUDE CURB, GUTTER do COVERING) 7C awns wA V 1 I i yy y E CHECKED BY: 4 -Ar AC S70RM ATEK U7LLilY DATE I Q ( EXIST. CONCRETE SIDEWALK REMOVAL CHECKED BY. I:% 4 p os 1 yl 50 25 O 50 100 CHECKED BY:1.r G V iRAFFlC ENGINEER DATE SCALE: 1 " = CHECKED BY: DATE 50' $ REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET q STA 33+00-47+50 REVISED REMOVALS Ir�� CITE OF FORT COLLINS, COLORADO ,. JDL ( JDL TIMBERLINE ROAD WIDENING -INTERIM g REVISED SAWCUT LINE NORTH OF PROSPECT 7/2-OLO y.�k%'C SCALE: DATE: CHECKED BY: (DATE: REMOVE & REPLACE -TIMBERLINE ROAD `� 94 ENGINEERING DIVISION a:art lit =50' 4/6/0 -.... _ _.._, -., ,v-,.—m.P.,... -,.,3, ,.-•+..-4 �.... ..� u...,.:�....._�..q.- a..:r..v..r....:c..r,...r�aa•.,-,..m.�.....+a..+• ..............a....x'^. _-_ _. :r�... _. __ _ -. _ _ _. _. ._ . ..- _ +.'--'v .... .... ,Q_.„r;:.. ;... ., so-tr,.lw....>.. ,,.. ...».r,.. .:.+twi/ Almss•er.._ �N-- r 1 2� IRR RIVERSIDE . I I TIMBERLINE RD. C/TY OF FORT COY. Ns I ri -_ x__ x_ ____ x x /^� V PROPOSED EOA PROVIDE CLEAN SAWCUT LME ' REMOVE EXIST. IN ORDER TO WIDEN PAYMENT RELOCATE k TO THE NEST WOW RAIL FENCE GRAVEL DRIVE (SEE NOTE 1) I I y �^.�• CATCH LINE (TYP.) TAIBERI.ME ) I t3iLW CONTROL LINET. CONTRACTOR SHAH COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS > \` x x x x x X. x x x x x x x \\` OF FENCES, POSTS AND MAILBOXES. aM— FFFF— 2. ALL EXIST, ROAD SIGN WITHIN THE PROPOSED ROW SHALL 8E REMOVED BY ++ THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED PER SIGNING do STRIPING PLAN. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE. is__ — — — — — — — — — — — — — — — — — — — — - ---+-_----------�---------- — -------------------- ---------------- _ EXIST. EOA--- `� EXIST. ASPHALT REMOVAL CACHE LAPOUDRE �-""��} i--------------I A7USTRUL PARK +� TRACT 3 / I � ' EXIST. ASPHALT 3" MILL dt OVERLAY W � ' ' I 50 25 0 50 100 \ SCALE: i " = 50' � I � T CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERM90N OF APPRO ' CITY ENGBOEERj DATE CHECKED BY-. -- WATER • w TEWA OFF DATE CHECKED BY: ) LJ'r _ 1218 W.Ash, SuHe C S1DR,+WAT, unu1Y DATE Windsor. . Colorado 80550 CHECKED BY: N A. Phone: (970) 674-3300 BARKS s REiWi:AfirStl— OATS Fax: (970) 6743303 1, CHECKED 8Y: A'�(F IMTlRwlfT CONSULTING GROUP WOO DATE CHECKED BY - DATE REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET 1 TIMBERLINE ROAD WIDENING -INTERIM CITY OF FORT COLLINS, COLORADO JDL ( JDL 12 ENGINEERING DIVISION o j SCALE: DATE: IDATE� Q5 CHECKED BY: (DATE: REMOVE & REPLACE -TIMBERLINE ROAD 94 -a..-s: .tom.+-v+e' .. _ a �/ , ..,.o : ., ..�a^^.e ,."<_..: ..... ..,.. ... ..... ......•_ __... .w ,.:. v...��..nr+,W,ma Ki.MGgP .. .... L, .. .. :. .:.....: .a .. .. ..` ... .m. .,. . .„.n .. .r .w r .-, w. ...,n: a. es... ,... �. -...v a...-. .: .e .. ... w... ..... .... ......asy-..—/ �� -.t : _e_rv-. m.x _.._ ..n .. ....v... , ,.. V'.!� . ..... .. _ _. ... ..... .... .. .. .. _ _.v v., -. a:n_ ..r.,... rst �...-... . _. a..3.,, _..: ..+. 'riun'✓ e. l'.-'.'M1^I'�h':.'N .w. t ..cgl!b!'n^. _ n.. R. .T'!kM .. mt, r. .+...c. u� .wmve.N y.ti11tlP'4.=Q'y- +N .. _ r We :we:ermses. C -1 274 J 50 25 O 50 100 SCALE: I" = 50' m V J k w y V \ MAWS PROSIPECT BUSINESS PARK P.U.D. \ \ BLOCK I ,Ilk t \ \ � I I III \ I III EXIST. ROW - - - - - REPLACE ST. RR CROSSING s ¶-- - s e' s - SIGNAL ARMS. + w w - w I#w IN w PEDEST�AIN a - Vil - 30°�00-�GTaGD — — NH—30'1+60 — — — — — — 1-- — ��-= It N 2----- G 7 \Y RELOCATE EXIST. STREET LIGHT (SEE NOTE 2) RELOCATE EXIST, STREET LIGHT ( i (SEE NOTE 2) w I tl i \ Yt \ ADJUST EXISt. I I \\ TELEPHONE PEDESTAL I ! EXIS . RR CR G CA ET EX RIM-4921.75 ' TO REMAIN (PROTECT IN PLACE PROP RIM-4922.38 t (SEE NOTE 3), I \`` S4A 303+02.57, 60.93' RT RELOCATE EXIST. RR CROSSING SIGNAL, ARMS & PEDESTAL ! I I 0 � I I I � I I t4 h i I ' CITY OF FORT C&I.N3 rn ! ! I If 1218 W. Ash, Sofia C i Wmdsor, , Colorado 80550 Phone: (970) 674-3300 H. THOMAS SA TH 1 — w --�— w -W, Coler - w EXIST. STREET LIGHT _(SEE NOTE 2) RELOCATE EXIST. --RELOCATE EXIST. STREET UGH TS T TELEPHONE PEDESTAL - (SEE NOTE 2) (SEE NOTE 3} - ELOCATE EXIST. s^ -c c G ELECTRIC VAULT 0 NMARkw/1kv%I'✓J ■� --REMOVE BOLLARDS (4) I,. rt REMOVE EXIST. -'�-�-_,� (SEE NOTE 2) SIDEWALK CHASE RELOCATE ERiST. ADJUST EXIST, COVE EXISTRIPR'4P ELECTRIC BOX & VAULT ' STORM MANHOLE ' (SEE NOTE 2)) i\NEX RIM-4918.64ST EXIST. /L�1 �� PROP RIM-4914.84 TELEPHONE MANHOLE REMOVE EXIST. EX RIM-4916.65 15- RCP (40 LF)- PROP RIM-4916.66 & (2) FES `\ RELOCATE EXIST. (SEE NOTE 3) / ELECTRIC Box TERRY ✓. KEA MG / ;\ (SEE NOTE 2) A REMOVE 15 U' T1 18` RCP 1100, Fax. (970) 674-3303 INT[R1wl[fT CONSULTING G R 0 U P ---_--- ��`� �i- - - - - - - - - - - - - - CRO 'ATE EXIST.: w 1C SIGNA NOTE 7) l I m„ - w/ VALVES (6) IN INTERSECTI TO FINISHED GRADE (TYP,) 1 I „ RW6VE EXIST. Y RIPRAP 1 1 1( ! 1 1 I } x 1' B AC WEST P.U.D. LOT I PROSPECT- / / T/MSERUNE P.U.D. FIRST FILANO Lor I E)f T. E AL R IN PROTECT IN PLACE) OC C C LT / I I / (SEE NOTE S�fA 308+455, 87/22 LT \ Ylav -Pow- ATE FIRE HYDRANT 23 LF D.I.P.)►�--�-- rrre� _ _ _ w /EM� 315+ODWvz 313+00 GNUADJUST WATER METER ytt+p0 n O EX RIM-4912.88 4 w 11 oarc `- f! f -PROP RIM-4913.08 �• .r-� � � � -- = -' ' ./'�_ " W EXIST. ROW G—.— w- -__- oe"o O ,,,.m _ytll►�''s,y.--f " CO�� w W IN31�ST RELOCATE E! ,■1•+11�'" 2 ELECTRIC BOXES- _- - - - - (SEE NOTE 2+ ADJUST EXIST. ELECTRIC MH EX RIM-4912-01 PROP RIM-4911.56 It It REMOVE EXIST. EXIST. RCP PIPE EXIST. ELECTRIC PEDESTAL STORM INLET I I TO REMAIN TO REMAIN (PROTECT IN PLACE) / EXIST. ROW It k i11 STA 309+13.25, 72.78' RT i / 9 RELOCATE EXIST. — WATER MANHOLE (34 LF D.I.Pj-- ' ° 1. CP TEST STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS SHALL R� EXIST. ADJUST EXIST. GAS VALVE- i TRACT A BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES CTRIC BOXES EX RIM•4913.D9 TO COORDINATE RELOCATION. PHONE: 221-6700 (SEE NOTE 2) PROP RIM 13.03� // �- 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CITY OF OST. TELEPH�AL FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO TO BE RELOCATED COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 221-6700 (SEE NOTE 3) f xisT. Gs TO BE REALIGNED ON 3. ALL TELEPHONE RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY OWEST. NORTH SIDE OF BRIDGE CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR s (SEE SHEET 46)(SEE NOTE 6) I ADJUSTMENT. PHONE: (970) 225-7853 / I 4. ALL FIBER OPTIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY PLATTE EXIST. ATTACHED TO a If�DGE RIVER POWER AUTHORITY. CONTACT PLATTE RIVER POWER AUTHORITY TO COORDINATE TO REMAIN N PROTECT PLACE I SPR/NQ CREEK RELOCATION OR ADJUSTMENT. PHONE: (970) 229-5311 / I 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY GREAT / CENTER P.U.D. WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE RELOCATION L I OR ADJUSTMENT. PHONE: (303) 398-4505 .< I LOT 4i 6. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) t 377-6406 t EXIST. STORM PIPES & RIPRAP TO REMAIN PROTECT IN PLACE 7. TRAFFIC SIGNAL RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CITY OF _ _ _ _ _ _ _ _ _ _ _ _ _ FORT COLLINS TRAFFIC DEPARTMENT. CONTACT CITY OF FORT COLUNS TRAFFIC \`\it oa - DEPARTMENT TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 224-6062 I 8. ALL UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH AS DETERMINED IN THE FIELD. 9. LIMITS OF STREET 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. F I CITY OF FORT COLLINS, COLORADO U11UTY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERNSION Di ~ I I APPROVED: CITY ENGINEEP4%DATE CHECKED BY: 1 I ii I ' 1ER @ WAST6 'A CHECKED BY: SIORMWATEK U111-1TY DATE / I CHECKED BY:PsAnON o ATE 'er ■ ESIGNED BY: DRAWN BYr APPROVED BY: REVISIONS: DATE: 'RADDED PIPE REMOVAL FOR D TRAIL EXTENSION WL ,20,05 CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING - SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION c 4/6/05 I I UTILITY REMOVE, REPLACE & INSTALLATION— CHECKED BY: -4-�p je<'�C Atoms TRAFFIC ENGINEER DATE CHECKED BY - DATE INTERIM SHEET 13 PROSPECT ROAD of 94 C-1 27- �vti 50 25 0 50 100 SCALE.: 1 " = 50' v 1..00ON 1TRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS \ OF FENCES AND MAILBOXES. \2. ALL EXIST. ROAD SIGN WITHIN THE PROPOSED ROW SHALL 8E REMOVED WITH THE EXCEPTION OF SIGNS TO BE RELOCATED PER SIGNING & STRIPING PLAN. IN MWA IS SA M WIMAD'S PRaopwr sumess \ PARK P.U.D. BLOCK f \ � 4 EXST. ROW ---------------- — — — — — — EXIST. RR TRACKS TO REMAIN W PR TECT IN PLACE M� Jam. 300+00 — — — — — — — — — — — -- — — — — 303i00 00 ^"" — —.-. — — — < _ .;..> �S'i-y. {�:Ei '�C'.�` _. :iX.i.�'�'1:.._rr.� X.�Y�. •T'1�,��';:_�O � - ��4F, BEGM EXIST. .�....� ' _ .. _ J 310EWALK REMOVAL REMOVE EXIST.ROW ` PROPOSED ROW' J -SPLIT RAIL FENCE. BEGIN EXIST. ' (10 LF) OV�. CURB 3 GUTTER REMOVAL I I REMOVE EXIST. So VERTICAL C!C REM (APPROX. 510 LF) ASPHALT BIKE TRAlL\ TERRY ✓. KEA r/lVQ / II � I 'I � � CATCH LINE (TYP.) / PROPOSED Row II ( arY of FoOr cOLLAVS o / $PRnV+3 pE PROPOSED FL • NE � G 4 1216 W. Ash, SuM C VNndsor, Colorado 60550 Phony. (970) 674.3300 Fax: (970) 674-3303 T•RWI•T C 0 N 6 U L T I NG GROUP N M. smc ;wsr P.U.D. LOT f Lam_ SEW iv SPRA Uffiv AoV T. �1N6 E�as�T. ,. � AL �...... ..,.. .wr► aN.- �ERncu. caG � sT. PROX. 1w CURB dI (;IJTTfR REMOVAL — DESIGNED BY: DRAWN BY: APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1"=50' I 4/6/05 . I EXIST. ASPHALT REMOVAL fuMdL AdUi41"i / If / -- _---7 r � _ _ r EXIST. ASPHALT MILL & OVERLAY ■uuuu■� wo■uo■i EXIST. MEDIAN REMOVAL uooru■� r■1■■■■■raCOVERING) ■■uoow `�i�i�i?►i'EXIST. CONCRETEREMOVAL CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISDN OF APPRO I O$ - CITY ENGINEER DATE CHECKED BY: N WA k wAsiEw nI ITY DATE CHECKED BY: 6'lfi-A•r STORMWATFR U1 U1Y / DATE CHECKED BY: TIIo DATE CHECKED BY: TRAMC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET L4 REMOVE & REPLACE -PROSPECT ROAD DF 94 C-1 274 ca i • 25 • 50 100 1 I lil I I I I I I I W �- aaaa�.Gawasaiaaaa O 2t+�00--:-=-- I ��r.-.ss a:>fs==mar.=sssssss I W5 5.576w C + 1 +� 100 _ __�_� _ __ _- HIGH POINT "4937.37 HIGH POINT SjTA-14+97.46 � VPi ST 15+00 M A.D.-11.22 n + g K-1 3.36 ±I GI FLOWUNE 0 -------------- 11400 1 12400 _ 1 1 1 EM� GRADE AL CURVE TABU: CURVE LENGTH RADIUS04'25*1 TA CHORD LENGTH FL1 3.85 100.DO 30= 01'04' "W 3.85 FL4 38.74 25.00'49" N45' '11" 34.98 FL5 39.80 25.00'1 " N44' 1'49" 35.73 FL20 215,97 2194.004" 0 '50' 7"W 215.88 FL21 41.74 25.00" '1 37.06 FL22 36.80 25.001" 47' 33.56 FL23 162.47 2106.0003' 7' 3" 162.43 FL24 38.65 25.00 8'34' 43'0 ' 7"W 34.91 FL25 37.59 25.00 '0 '41" 44'19'07" 34.15 FL43 5.21 100.00 9" 1' '4 " 5.21 LEFT FLOWLINF, PHUMUZ LOW�01NNTT ELEV749.73 LOW STAM16+ 6.9E STA-16+75 A.D.-1.22 K-122.47 . I n 17 Q0 i 18400 19 00 RIGHT FLOWLINE PROFILE UNE TABLE LINE LENGTH BEARING L1 18.03 N90" '00"E L2 24.08 489'59'44"W L3 31.03 N87'19'41" L4 30.94 N 7 7"W Fox. (970) 674-3303 77 DESIGNED BY: DRAWN BY: APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: (DATE: of tort Colin 11 •-50' H 1 "-5' V I 4/6 /0 5 SEE PLANS TrrLW •8PRM0 CREEK FARM$• FOR CONSTRUCTION OF MANSION PARKWAY kh UTLr EXTENSIONS. I I C/TY OF FORT COLL/NS I WATER LINE EE SHEET 7)PCR MCI CI I ELs4940.49 PCR ELw4940.32 MATCH EXIST. EL:4940.03 •SIDEHILL FLING ONE• FOR EXTENSION We S/DEMLL F/L/NG TWO "ii CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENgNEE; DATE CHECKED BY: 'ER h WA$lt A D CHECKED BY:! SIORMWATLR UTILITY DATE CHECKED BY: C q •noN DATE CHECKED BY: 95:_'e� As-pw TRAFFIC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEI 1 TIMBERLINE ROAD -PLAN & PROFILE I • A [';-1 4t4 X 't r_ N 0 01 I I \ I I I G I I I I I I INSTALL TYP \3 BARRI ADE T/M820XAE STAR ✓ 0I 1 END PROPOSED Cell BEGIN PROPOSED 2' I I SAWCUT LINE I J T.I GRAVEL SHOULDERor 10 LFL STA 42+90.52 EL=4927.07 i ,,,,// I I I END PROPOSED && a SAW(MT'LNE ( ) GRAVEL 1 L PT STA 44+25.33 41 j ; I I STA 50 25 37 BACK EL-4942.45 i STA 50+24.29 FORWARD PC STA 43+9 .90 401 I� < I I 3 4927.10 EL=4942.}9 F� PC STA 48+65.02 +00 __ R 5' n PC STA 46+29.25 I N EL STA 47+48.56 EL-4933.83 PROPOSED EDGE OF ? R' N07'04'49 R= 5 EL- 1940.35 ; R=10' =4937.60 GRAVEL SHOULDER/ROW E 101.39' -- R=10 44+00 T 45+00 NO2'28'S3"E 46+00 --- -- 48+00 49+00 - _----- 0+00 -- r FL9C a7+0o N00'44'47"W T T� 203.92' r T T D E _ w w W -24- COFC- w w- 116.46' w W w w -24' a 44+00 w w 54 +00 W W 46+00 PROPOSED TIMBERLINE CONTROL IJNE� +00 \` 49+00 - 50+00 - FiD �YS 9S RS YY 4S p9 pS pY F9 F.G S `qJ Ji 2lY YJ FJ pJ Y YJ R[R2 FJ ROO J9 J8 Jd. JR J 'R YJ s SY J2 .9; J� s z2 s� r s9 74' FL-EOA CROWN EL. ('rM.) -e " SECTION LINE (TV.) - - - - - - CURVE TABLE CURVE LENGTH RADIUS I DELTA CHORD LENGTH 1 167.31 50053.50 O'11'29" S01'09'02"E 167.31 Fl 33.43 2182.00 0-52'40" 02-02'33"W 33.43 FL9C 119.31 2118.00 313'40" NOO'52'03"E 119.30 10 405.30 36968.00 0'37'41" N01'03'37"W 405.29 11 68.74 2120.00 1'51'28" NO2'18'12"w 68.73 FL33 304.41 49946.50 0-20'57" S00'55'15"E 304.41 FL34 414.68 14053.50 1'41'26" N01'35'30"W 414.67 FL35 13.66 100.00 7'49'29" S01'28'31"W 13.65 1 1218 W. Ash, Suite C 2 50 25 O 50 100 Windsor, Colorado 80550 1 Phone: (970) 674-3300 HORIZONTAL Fax (970) 674-3303 SCALE: 1 50' INTERWE ST C O N S U L T I N G G R O U P.41 / - VERTICAL o SCALE: 1 " = 5' PT ST 55+64. 3 4 _ EL-4915.g5 ❑ I PROPOSED ROW CITY OF FORT COLLINS o� •AO HYMON .1� 1 PROPOSED RETAINING WALL PROPOSED RR CROSSING MAT IER AL (SEE DETAIL PER SHT. 91) (TO BE INSTALLED BY GREAT WESTERN RR) I= 53.60 PROPOSED GUARDRAIL (115 L.F) PT STA 52+69.91 PC STAELS 49 6 66 / M1 (SEE NOTE 1) EL-4918.78 6 22'2B"W 183.69- a+o o Fo FL1 1 52+ --- __--- - �u / T T T 1+D T -PJ BLUE DOWN CURB (TY T/MBERL/NE RD.r T 4+DO III T s w 5i+00 52+00 ---F 53+0t 0 - - - p5+ 0 �- R9 9 R9� '9,e '916 BEGIN PROPOSE CdoG 2s SEE DETAIL "B" - RFL STA 54+96.06 G?1G �J,�-�-a- r e F --8'-= FiREO°ITF�oT�_E i�G R s c c G V- G c T7f1•� =4915�.._ G 0•M' NO2 28' W 3 - - FL34 +00 + a+o 5 N05'23'15"E 00 JillNOO'44'47"W 376.30' 4 G _+ c -e HP- c PT RFL STA 53+52.91 G G G 88.77', EL=4917.2 + -- B" vP- -- --- - _ G HP - 02246� 00 G c = c c °"- ° cc PC RFL STA 49+38.23 M1 C RFL STA 55+21.53 EL-4930.57 1 W -2+' coFc- w w w w EL=4915.62-24' c w E PCR RFL STA 42+57.51 I EL-4941.89 / /J PCIR EL=4940.57 LEGEND O PEDESTRIAN RAMP DESIGNATION If G (SEE DETAILS PER SHEET 89) I I I I PT RFL STA 45+61.92 EL-4941.03 STA EQUATION J CL STA 47+47.43 BACK= CL STA 47+47.40 FORWARD or IV IV 50.00' VC HIGH POINT EJUEV-4911J HIGH POINT STA-43 6.53 VI STA-46+2 A.D.--5.13 K-126.53 PROPOSED T MEANDERING I SIDEWALK (SEE SHEET 26) NO I I SIDEHILL I 1. FOORR GUARDRAIL DETAILS REFER TO CDOT M-STANDARD M-606-1. FILING TWO y ~a tj a E NG GRADE 0.5 _ I I _ In 4946 N ,C4 a PROPOSED GRADE A OF SHOULDER4935 EDGE _- o��----------- - ST: ----_ 24' _ \ \ d JJ5 TER -------- --- WALINE Lu D \ v p1 p pp r� O n?g ng OMf 00 t0 h� Op C4 CIA GIs HIGH POINT gJ HIGH POINT A-4; VPI STAIII A.D.= 5.18 K-135.20 n ri c ^ VPI VPI STA-52+15 LEV-4918.30 .D.-3.94 + C4 w r� ° Id K-91.36 ui a a b It GRADE AT EDGE 0 w + \\ • \ a a w \ \ d \\ w \\ 41 EXISTING GIJADE� \� Na - ------ - - - wintOp N� °D� p�p T` 'n Nf \ pMiC4 qM \\ N oNiN t �N rw +0' +w +� 00 49 00 \ \ 51 00 52 00 LEFT EDGE OF SHOULDER PROFILE - _ EX STING GRADE � Inn "-�_____-___- - EXIST 8 HP GAS LINE � 4.`----- ------ - _ a EXISTING YIN 70 i 5 oD EN PROPCI C&G RFL STA 54+43.27 EL-4916.34 T_RFIL STA 5+35.15 _ / EL-4915.46 /PROPOSED RR CROSSING MATERIAL -(TO BE INSTALLED BY GREAT WESTERN RR) DEWALK MODIFIED S SHOWN cp PROPOSED GRADE AT } rYi FLOWLINE I; 15' TYPE R \ \ w N OR N �� n�� n NN n t v 0)� g 111 n� NW1 � 9(4(4 rz W <� 01 v v + 43 00 4 00 45 00 46 00 47 00 48 00 49 00 01 a 51 00 52 00 53 00 RIGHT FLOWLINE PROFILE Sommil Ell IV REXTEN IS: DATE: DESIGNED BY: I DRAWN BY: APPROVED BY: CURB & GUTTER PROFILE CITY OF FORT COLLINS, COLORADO JDL JDL APPROX. 1300', MODIFIED ADDED SWALE ALONG RR 7/20/05 Lrocomim SCALE: DATE: CHECKED BY: DATE: DRAWING OF RECORD 11/10/06 ENGINEERING DIVISION r 1 =5o H 1 =5 v I 4 6 05 < \✓ Ng �m �ui a$ a� w U v` w vI I Gf a a a TIMBERLINE RD. A-90,00'00' R=10.DO -15.71 PROPOSED EDGE H-SO OF ASPH14.14 ALT 48'43"W 4.14 b- 33 57 22" > 3 J R=20.00 L-11.85 PC LFL STA CH=N20'12'36"W l��ryg� �+ F 55+82.96, 2' LT 11.68 oA JEL-4915.64 4 �5711'24' 10.00 \ -9.98 \ CH-N24'13'01"E / 9.57 100, ROPOSED ROW PROPOSED RR CROSSING MATERIAL (TO BE INSTALLED BY DET A *A. GREAT WESTERN RR) Go TOO .01�----� PROPOSED KIR ROPOSED LIP OF PAN W CROSSING MATERIAL ROPOSED FLOWUNE LLI (TO BE INSTALLED BY GREAT WESTERN III BEGIN PROPOSED CAcG FL STA 54+96.06 v! END PROPOSED CAtG RFL STA 54+43.27 EL=49 �6.34 EL=4915.94 W W ,^ I A=51 52 31' rp 'F Ar' 37'39'22" R-20.00 56 v R=10.00 A �s. Q ^ _ Ag -13.14 W L=9.0 4" /e CH=S23'30'04"W a 60 CH-S21'15'54"E Z 87 OSS: &IIII 1'S3' PROPOSED EDGE R-10.00 OF CONCRETE L-15.6 U CH-NO4'40'21'r 14.08 CQC DETAIL •119 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: � 6zcl. CITY ENGINEER #2 DATE Awl:c4l r1-D R & WAS WA SU11 ITY / DATE CHECKED BY- STORIAWATER UTILITY DATE CHECKED BY: _-PARKS & REATION DATE CHECKED BY: 95:: < �� TRAFFIC ENGINEER DAIS CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET 1'7 TIMBERLINE ROAD -PLAN & PROFILE OF 94 RE�IISE�3 1 274 2% 2' TRAVEL ARIES 2.5X \_6" SIDEWALK W/ 6" VERTICAL C&G—/ 6" COMPACTED SUBGRADE 27" PAVEMENT SECTION (TYP. (SEE NOTE 1 2' GRAVEL SHOULDER (6" DEPTH) 2' TRAVEL VARIES 2%-2.5% 2' TRA 2' TRAVEL 6" OUTFALL VARIES (173' TO 1 19' MEDIAN /TURN LANES-- 18" SPLASHBLOCK (TYP 2' TRAVEL " OUTFALL C ter' TIMBERLINE ROAD INTERIM SECTION (APPROX. CL STA 18+00 TO CL STA 42+90) =(APPROX. NSITION 42+90 TO CL STA 47+90) r 76' F 2' TL 2' TRAVEL VARIES 2%-2.5X 2' TRAVEL 27" PAVEMENT SECTION (TYP.)./ TIMBERLINE ROAD (SEE NOTE 1) INTERIM SECTION (APPROX. CL STA 47+90 TO CL STA 54+50) TRANSITION THRU INTERSECTION 1 2.5' ' BIKE 12' TRAVEL 12' TRAV VARIES 2X-2.5X 6" VERTICAL C& F� EXIST. 9't PARKWAY ------------- EXIST. 6" VERTICAL C&G—/ IVVISIOIJS: DATE: REVISED SECTIONS & STATIONING 7/20/05 -3uo IV$/05' /arl b_ap.es 27" PAVEMENT SECTION (TYP. (SEE NOTE 1 2't TRAVEL 12' TRAVEL- 3" MILL do OVERLAY 'ARIES 31.3' TO 33.3') 2' LEFT (APPROX. CL STA 54+50 TO CL STA 64+ 15) 106' ROW 2' LEFT MEDIAN VARIES MEDIAN COVER `6" GLUEDOWN C&G TIMBERLINE ROAD INTERIM SECTION (APPROX. CL STA 64+ 15 TO CL STA 67+86) TRANSITION TO EXIST, ROAD (APPROX. CL STA 67.86 TO CL STA 79+42) 101't FL —FL 12' LEFT TURD—}-7' MEDIA 12' TRAVEL- 18" SPLASHBLOCK 6" OUTFALL C&G- I r'6" OUTFALL C&G TRAVEL VARIES 2%-2.5% 2' 27" PAVEMENT SECTION (TYP.) (SEE NOTE 1) 10' PARKWAY (PARKWAY VARIES STA 45+50—STA 54+50) --1 7' SIDEWALK 2X _J 6" SIDEWALK W/ 6" COMPACTED SUBGRADE \\.27" PAVEMENT SECTION (TYP.) (SEE NOTE 1) 12' TRA 3" MILL do 0' VARIES 25' T TRAVEL VAR 2X—, EXIST. 6" VERTICAL CdcG—' 27" PAVEMENT SECTION (TYP.)Z PROSPECT ROAD \27" PAVEMENT SECTION (TYP.) (SEE NOTE 1) (SEE NOTE 1) (EAST OF TIMBERLINE/PROSPECT INTERSECTION) A� DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO JDL I JDL ENGINEERING- DIVISION SCALE: I DATE: CHECKED BY: I DATE: of tD. coi 1 "=5' 4/6/05 -, .., �,�,-.+mFaa.�`i'a7-R.T�..M•�r+eRR�I.�MIe"a�+.,'W.•�n++. y.: .. �_zrv..._ _=.axsss.x,. .. .....�./ �,.,..... ._: ., ...,.ww-..--.a�•.ax�•<ac».»....�r::a++Mn-xt.:.l�/ `eAlAkn 1..... _o-. EXIST. 3't PARKWA ELI —7• 6" SIDEWALK W/, 6" COMPACTED SUBGRADE i" VERTICAL C&G ! _2X LlYLm 1. THE 27" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 3" HBP GRADING S 3" HBP GRADING SG 9" ABC (CLASS 5 OR 6) 12" FLY ASH (ABOVE IS A PRELIMINARY PAVEMENT DESIGN, FINAL PAVEMENT DESIGN WILL BE DETERMINED ONCE ALL GRADING AND UTILITY INSTALLATION IS COMPLETE, IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS) 2% �t 6" SIDEWALK W/ 6" COMPACTED SUBGRADE " VERTICAL C&G 1213 W. Ash, Sure C Windsor, Colorado 60550 Phone: (970) 674-3?M Fax: (970) 674-3303 IMTERWIST CONSULTING GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDEF! THE DIRECT SUPERYISIDN OF CHECKED 111111111111111111111 ' ER k WAS WA 0 E CHECKED BY: STORMWATEk U11IJ1 DATE CHECKED BY: Cls& —'— � EA— n� off DATE CHECKED BY: 0 -,e c� C•A)46 TRAMC ENGINEER DATE CHECKED BY: DATE - ._'SHEET TIMBERLINE ROAD WIDENING -INTERIM 2 TYPICAL SECTIONS OF 94 ....:, m.... ... ....... ... „ , .. , �,m. My .,..- i x r_ N I C13 0 cn E ,C ONS: &G - G I I CENTERPO/NT LOT > � n + ge C T W 2 - W ----- 00 w Z� 0 c, ' J CENTER P.U.D. CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL12 161.18 2182.00 4-13'56" NO2-15'43"W 161.14 FL13 39.03 25.00 89'27'09" N46'17'25"W 35.19 FL36 9.66 100.00 532'00" NO2'37'15"E 9.65 FL39 139.48 106.00 75-23'27" S41-32'59"W FL44 5.844 100.000 200'SS2 N01'31'42"E10003-2 7?9M6 FL45 3-22"S01'3'42"W5.84 1 �� I POINT ELEV vT 4914.32 100. HIGH POINT4918.30 ' VC S POINT STA= 7+46.47 '� HIGH POINT S A=80+97.60 g VPI STA-57 50 ano eg i m ,� N a N VPI ELEV=49 3.89 - N in N o m n VPI STA= 0+97.50 n m r n w ~ A.D.=1.7 t` w a + , < 6 m t: m VPI ELEV 4916.42 7 < m II F M K=115.3oil i < w (n to K=9 .80 a cn It An w rn a .50% U ip PROPOSED GRADE AT / mrno EASTING GRADE FLOWL NE 7 + N D a �" 10' TYPE R INLET /001 j N ---'�� r En = 57 00 58 00 U ca EON c; m� ^ �W ui p w� N w wN m N mm w h p 0 \\ a, 1G v� fC a of i 9 00 60 00 \ 61 00 62 LEFT EDGE OF SHOULDER/FLOWLINF PROF11 F [t 0M v) CC W UMmf N aaH LLJ O w a Z v LV J - 49 Ewa vT I I 1 - Z HARRY BA TH O U 1 W 1 � ---- ___ ---- C Z + O W -12' COFC`- W LL LL T/MBER S 0 T s 65+00 S - 1- W 24. CGFC- W UJ � - G G ''=^ O V/ Z _4 -- ------11 W 0 II � � II W Z .J PROSPECT- CC T/MBERL/NE P.U.D. I m FIRST FILING 1 In LOT 1 1 �.�0' W P LEV 150. ' VC 100. 0' VC 140.00' 140.00, VC- 4913.83 C In r19 L W 27 PVI PVI STA PH ELEV 59+50 4915.09 HIGH POINT V-4915.72 n m PVI STA-62 40.87 w PV1 STA=83+8 .87 W) w M 04 = m PVINSTA=57 35� u� '� S n m A.D.= 0.45 ,� a n + I` HICH POINT TA=81+00.97 c n IQi ~ PVI ELEV=4 14.87 r1 . PVI ELEV=4911 58 ri N~ 5 m N PVI ELEV-491 .05 N oI K= 5.70 '^ m p o PVI STA m 81+00.87 n ao + w n w+ Iri w A.D.--1 45 n m A.D.-1.75 A.D.=2.1 Q j ,B PVI ELE 4915.85 a K=98. d n In K=80.09 W>164a W 9.80 o Pi k = I T > `>MK= v~i Gf r F a s IL o_ PROPOSED GRADE 5' 145% d N N I I I I - FLO NE 1.21X SI TE w g 4AT CU VER I I XISTING GRADE -0.76 LVER t~it 8 I I �N -7.1 X w o_ r m rn I- a I I 4910 w^ In Mm n a , nj; �W � o� "i �"� '�� rys n2 X a o \ �n °D$ I rop rn� n,^r Ng uTm a� 01� Ol �� w M f M O� �n lfl CIA pwN \ O_h �Iri �It1 Nam_ MM NPf d ��d �� a 57 00 58 �0 2 59 00 60 00 \61 00 / 62 00 63 00 64 00 RIGHT FLOWLINE PROFILE /10%06 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 0 CC LLJ VLij O A N CL CC �aW aZ0) W Q ' w/� 'J co UL51GNLD BY: DRAWN BY: "APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1"=50' H 1"=5' VI 4/6/05 A I INTERWEDT TIMBERLINE RD. 1� l LEGEND © PEDESTRIAN RAMP DESIGNATION (SEE DETAILS PER SHEET 89) 1. FOR GUARDRAIL DETAILS REFER TO CDOT M-STANDARD M-606-1. 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEE� DATE CHECKED BY: /[��_ T R Ec WAS A I - / p/(rE 1218 W. Ash, Suite C CHECKED BY: " Windsor, Colorado 80550 sroRNwATER uuu Y D Phone: (970) 674-3300 Fax: CHECKED BY: Fir-os (970)674-3303 KKSS�REGREA-nON DATE J CONSULTING GROUP CHECKED BY:J: `: C'01111w TRAFFIC ENGINEER DATE CHECKED BY - DATE TIMBERLINE ROAD WIDENING -INTERIM TIMBERLINE ROAD -PLAN & PROFILE 18 OF 94 REVISED ' C -1 27,4 6 0 / .0,'/ / CAL VIN 4 LO �I i S INSTALL TYPE B ICAfE \ i -- y/ ® , i m PROPOSED PROPOSED AR RAIL / M 2 GRAVEL SHOULDER (26 LF)(SEE NOTE 1) ' �/ i' EGN PROPOSED CMi / 1.F1. STA 60+19.82 �C STA'S7+68.6 / EL-4916.03 / EL-4g1�, / /'R=10 Z3 R=10' / _ FL12 9+00 N00'08'45 W 91.0'60+00 --N04'22'41"W 202.04' E 'GLUE DOWN CURB (TYP.) PT STA 59+27. 5 EL-49m o - + + 060+00 7+00•.�'"' PROPOSED TIMBERLINE r CONTROL LINEPCR 58+.95 I &G 1 STA _57+34.04- r 0. 4991.06 A 40 - c 1----- c -4 N00"08'45"W SEcnON LINE (TYP.) N00% 45"w 58+� ��s+00'- 2 0 144.41' 80+00 -FL36- _ "E 1 PC RFL STA PT RFL491 STA 58t93.87 c 58+8+88.02_ _ " -� 4914.55 �\ - G EL-4914.50-- G G PC RFL STA 60+38.28• PT RFL STA +3 .61 p _ - - - - - - - - EL-491`.53: ' El T r PC RFL STA 55+23.95 I W+ a m=====m =c -� EL=�814.35�.� ) �3 PCR PCR EL=49f3.23 Ir II EL=4913.26 ~ 01 ( END PROPOSED END PROPOSED III CURB #GUTTER CURB & � 0 ( S OF II MATCH EXISTING 1 MATCH EXISTING EL=4912.59 C $ FiUCT10N11, i EL=4912.57 LOT 5 R L 11 111 SAWCUT LINE MID) o 1 i let I CENTERPO/NT PLAZA 11 SPRING CREEK LOT > I 11 I II n II I CENTER P.U.D. 1 I CURVE TABLE I CURVE LENGTH RADIUS DELTA CHORD LENGTH I 1 FL12 161.18 2182.00 4'1 '56" 0 '15'43"W 161.14 FL13 39.03 25.00 9 7'09" N46'17 «W 35.19 1 FL36 9.66 100,00 '32'00" NO ' 7'1 5"E 9.65 FL37 54.82 35.00 9' 4'43" 44'43' 7"W 49.39 FL38 55.03 35.00 4 •11' 1" 49.54 FL39 139.48 106.00 75' 7" 41' "W 129.63 1 FL44 5.84 100.00 0'S N 1' 1'4 "E 5.84 FL45 5,84 100.00 0'5 1' 1'4 5,84 TERRY J. KEA \ ` PCR Uk STA 82+67.38- PROSPECT FL STA 306+83.62 EL-4916.24 \ CL HC RAMP 9' ATTACHED A LFL STA 62+35.46 6' VERTICAL STA 62+28.35 r CAG1 I EL\ 916.05 Ir PI LFL STA1+ jE cl -ao�a � 80.01' 62+00 o � r 4.59' PI RFL STA 61+69. RFL STA EL-4915.5 w -60+44.12 --- w -2a" ctrc- w EL-4915.56 PC RFL STA 61+73.6 ' - -`" EL-4915.4T �\ TRANSITION W WIDTH THROUG14 CURVE 0 ' HC RAM c -LFL STA `62+49 68 PCR II STA 63+13.98= PROSPECT FL STA 308+99.01 EL=4913.15 1 �IvLtI .. -- - - - - - - - - MA\`CC J O SEE SHEET 2411 I i HARRY BATH F, N, U 1 In =ti I 1 cr W " -- -- O Z c 6_4 +00 + L w w --"' CM w T/MSER CD 0 "�--• 83+164+- p S S 65+00 S r -IF= W F _W w c c = O W CC 1 11F 0) W .,� { j� IE Li. 1 PROSPECT- 1 t�L ' T/MSERLA 6 P. W W VA SE S}jEETE24 FIRST FILING 1 ca LOT > a� I a L LI11 11 1 I �►11,1�� I a .'' \1 1 11 1 11 11 W POINT ELEV 4914.32 100. 1 VC LOW POINT STA=" 7+46.47 1� HIGH POINT EOV-4916.30 8 IS 18 00 n HIGH POINTS A=8G+97.80 N N ui 1 N VPI TA-57 50 so n �► ++' r VPI ELLEV=48 3.89 N ri j 'D VPI STA= 0+97.50 to 1+ �/� D.=1.7 ^ < m VPI 4916.42 ri < 1 Q VJ r =715.3 a N < K=99.80 r r W > O N U. W _ W O <` L _ _ CL ac E- cn - 0.W - - PROP GRADE AT / r ^° O �W ----- I- ._-\ G GRADEFLOWLNE / ++ d '' DG W^^ V! `� --�^`- �� \ /\ 10' TYP R INLET //<m a v, .. � Q W cog <W a i Otl ---- u7b r W Ci = 57 00 58 00 59 00 60 00 61 00 62 63 00 U LEFT EDGE OF SHOULDER/FLOWLINE PROFILE Q ,,��^�1 pppp V ,50. vc 100. ' Vc 140.00` , I- vc Low POINT ELEV 4913.63 PVI STA 59+50 HIGH POINT V=4915.72 1. PM STA-82 40.8� PVI STA=83+8 ,87 L W POIN STA= 7+48.27 a ,QIo . PVI TA= p'A PVI ELEV 4915.09 n HIGH POINT TA-61+00.97 In PVI EIEV= 14.87 I.i PIA ELEV-491158 1� 57 35 ^ N n rA + O ui G/ M w c ap h A.D.= 0.45 N IA ^ PVI STA 61+00.87 I. ^ •- f ui A.D.--1 45 + A.D.-1.75 (o N PN Y=491 .O5 '� K=3 .70 + f + N I + A D.=21 'I " '� �' ui PN 4915.85 to K=96. c wi K=60.09 IL W .r > w ,r n r L 9 Y ` M < R ~ K=919.80 40 + N to 9-1 LL t1) 0- W PROPOSE[ GRADE 4915 1.21X O 06 WAT FLO HE 5' CON ETE % ACRETE CID LiZ CO VERT SIDEWALK STING GRADE >CULVER Q -0.78 •i W 0-19 s . (J ► CL I I 0. �.n nm ai ^ � tl �s uni a a a L Nn OOm I roA 04 n^f Ng W4 •tom r1 OI O) f IM.O- O �j 1 Out Ifi / n h N .' 11) 04 +� d wpd Y� TIT wg' �� ma 1\ •r a� w tg �g .�o+ e� 57 00 58 b0 a 59 00 60 00 ~ + \61 00 / 62 00 63 00 64 00 RIGHT FLOWLINE PROFILE MEOW /� SIGNS: GATE: DESIGNED BY: DRAWN BY: APPROVED BY: ONEL Sod aD�4GI��e6 RR "2°'°5 CITY OF FORT COLLINS, COLORADO JDL I JDL Alva, SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION "-50, H 1"=5' v 4/6/05 I �^ A_ Alllllll/� Ill�l�p�ll I�I�rglllq=�/1�1�1��1�� I��111/�� III IN��I��111/ �' . �. _. a_. - - _ _ .. _ • hSm�n'iAF.�..ktli."rvY�p..�,�Y�aT'.'f�4+:...p.'� �^.�ru.....v'.��i• _ _ I�.!A,,�T•rd'^..wn.. - -.. pm TIMBERLINE RD. I EGENn © PEDESTRIAN RAMP DESIGNATION (SEE DETAILS PER SHEET 89) 1..�F"O 1R GUARDRAIL DETAILS REFER TO CDOT M-STANDARD M-606-1. ly 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1 " = 5' PREPARED UNCER THE DIRECT SUPERVISION OF 1218 W. Ash, Suft C Windsor, Colorado 80550 Phone: (970)674.3300 Fax: (970)674.3303 I NT 5It WB 8T CONSULTING G R 0 U I TIMBERLINE ROAD WIDENING CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: / oS CITY GINEEP DATE CHECKED BY: tER k WAST A CHECKED BY: L-AF SIORRMM AT�ER,.UUIILITY DATE CHECKED BY: -Ce. eAnoN �o �' CHECKED BY: C5� ee:C -• L _046 TRAMC ENGINEER DATE TIMBERLINE ROAD -PLAN & PROFILE DATE SHEET 18 of 94 or - - III oSED CdcG I II I 1 MATH EXISTING fL STA 62+91.03- CL STA 63+34.27, 105.60' LT I EL-4915.22 11 I I it I A L-woki RMP I III LFLHSTA 633+01.03 HARRY BATE n PI LFL STA 63+03.20 -4914.68 PC LFL STA 63+32.69 a EL-4914.37 11 i PROPOSED ROW I N86 1'33� 12.17' CL HC RAMP - _ LFL STA 63+83.57 6" VERTICAL CA N8'53'110E--- - - 29.50' c f rz4+00` INSTALLTYPE 3 + I BARRICADE w --fZ. core--- w PT A STA 63+69.79 %%MBER I� EL-4913 26 83+00 6 - 2"- S s 65+00 i `- i I mi m. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� BA M LAKDSCAPE AND POWER j I CACHE LA POUDRE II I I I I /KDUSMIA L PARK TRACT 1 - - _ END PROPOSED 2' CATCH C&G CL STA 70+25.70, 51.5' LT I I w"�2E CATGFICIN HCAra PT IFC' StA 89+76.79 II CL STA 88+97.12. 51 LT 1 'u_��--- / 2' CATCH C&O PC LFL STA 89+71.58 ( a _ _ I EL-4907.09 --'�"'�' - ----------------------- ENO PROP�D C&G m 6' VERTICAL C&G BEGIN PROPOSED EOA FL/EOA STA-73+60.00 + N00' 8 45 W + 601.79 + + 4 + EL-4910.03 w w w -- - w LP LFL STA 69+55.00 + _ + N 25015 E 383 I EL-4907.DO 90't FL -FL CROWN EL (TYP.) S 66+00 S S 67 ,. S-Ba+ooea S S a400 S- w W w 24' 00FC w w- w "" G G 106' ROW G s c o J c r G C G G G -7NP-- G G C I I -4 I EXIST. C&G I P PROPOSED ROWI I I I PROSPECT- T/MBEM-WE P.U.f FIRST FILING LOT f 1 Q 21 • - PROPOSED TIMBERLINE CONTROL LINE 74+00 75+00 S s s s s s .r- S s s S 7s+oo NO2 50'15' PROPOSED EOA 00 71+00 �2.�op' w w w w w -a+' cofc- w w - - -+�- -- - 74�bp - fF ,p 75;� _ _76}m00 w eqy �S 143'f Row SECTION LINE (TYP.) n nn c c - c GG _. Gc-�;:.-°c GG m c� ••- Gc-e`*^�- Gc cam- G�- G _ GHIM im_ G .- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ w - -y� - ylll► _W�_ �111► _ 11111\- =YW►- .ilY�. -'1WtVIII,.- YIY►. `=J i1�11U� _YIM_ 111e► - 1111:'i- _ - y1M� VIIM.- _1M11�Q - - - - - - - - - - - - -- �1Wt•. --------------`4----- '_'-''.►�.- -t------C --'---T - - - EXIST. EOA i i) I BMC WEST P.UD. LOT f I CURVE TABLE CURVE LENGTH RADIUS DELTA H0R0 LENGTH FL15 37.10 25.00 1' N42' '1 33.79 FL43 5.21 100.00 1' '4 5.21 FL46 6.28 105.00 '41" 4" 6.28 ROW S _y 582.42' 77+00 w - w -- n-++0 _ -GG cc GI i-'Ieraa--=11Y1►_ _V W1=. ,MY��- _11�11• -yI CACHE LA POWEE /NDUSMIAL PARK TRACT 50 25 O 50 700 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1" = 5' TItvABERUK RD. END PROPOSED EOA MATH EXISTING EOA EOA STA 79+42.42- CL STA 79+40.93, 19.37' LT EL=4911.25 S S S -s2'- w 78+0o w 79+00 - 778+00 _ _ 79+D0 I 150.00 VC VPI STA-64+10 VPI ELEV-4911 150.00' VC HI 300.00' '1C POINT ELEV- 912.17 a m c A.D.-1.41 K 106.44 VPI STA-74+ 0 HI POINT STA•• +12.13 V N N n n 150.00' 150,00' VC VPI ELEV-491t VPI STA-77+ = F d . S VPI STA-65+ VPI STA-72+ VPI LEV48 82 -- K-147.27 n A.0.--1.14 ZR nK0 rt �n Li g K=284.27 n rt � H K�29.45 CL n FL EXISTING AM_ �- --- -- -- --- -0.46X ,-. ----_- ------ _ a ~a - --- - - _ -- - __ _ - PROPOSED GRADE � w E OR EDGE OrtF yOrt M IFIED15 IFLONE -:P; N xO ffN�Oi N O 1 _dO) � ^vdi n OI MY mN �rtp i pOfrt+�' DN T;x Ortl Ortf� rn� mrt^f Srt+ OpTdff �d�rt m' n�rt^ mrt$rt rtt rt rt f It l�Qt, d rtrt rt rt gd00 drt , 64 00 65 00 66 0 67 00 69 O 70 00 7 0 7500 7600 7$ 00 79 00 LEFT FLOWLINE/EOA PROFILE INTERWEST PREPARED UNDER THE DIRECT SUPERMSION OF CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL DATE 7 NECKED BY: CHECKED BY: 1218 W. Ash, Sufte C Wndsor, Colorado 50550 NECKED BY: Phone: (970) 6743300 Fax: (970) 674-3303 NECKED BY: N S U L T I N G G R O U P NECKED BY: PARKS k 9EVVEATION DATE TRAFFIC ENGINEER DATE HANGED MEDIAN TO GLUE DOWN. DW401111/.I DESIGNED BY: DRAWN BY: APPROVED BY: SHEET ADDED SPOT ELEVATIONS FOR CROWN 7,20I05 CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING- INTERIM 19 „L P..30-05 >.;�� , '�, SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION TIMBERLINE ROAD -PLAN & PROFILE OF 94 et tart c0 11"-50' H 1'-5' VI 4/6/05 _ C-1 a74 rQ I I h r 2 CL STA 126,47,11.21L BEGIN PROPOSED CdGT-41rSOLID U DERDRAIN_, Ir MATCH EXIST. 1 103.4 O 1.9X MFL1 EL-4936.80 I ' PC UFL STA 13+96.56 I I EL-4937.19 C t2+ m C ...._..._. 1 -, .... 3+00 1 ++000 ; - - - - ' 12+00 -i 1 - - -- - Y I� 1 1 I 4" PERFORATED UNDERDRAIN 194.5LF00.5X siiisiiTiY.�.:riiF �•T. � SC 12+00 RFL STA 12+51.43- CL STA 12+45.85. 29.30' RT BEGIN PROPOSED COG MATCH EXIST. EL-4937.94 w w r r r MFL2 PROPOSED TIMBERLINE PC LFL STA 15+99.12 CONTROL LINE EL-4937.88 PT LFL STA 14+03.69 EL-4937.23 tS+00 N04VG'36"W 195AS PC RFL STA 12+93A4 CLEANOUT (TYP.) EL-4938.06 (100' MAX. SEPARATION) SIDEH/LL FILNG ONE SC GROW INVESTMENTS' LLC ----- w w w w w ---24" ca'c- w W w PT LFL STA 16+02.12 r r r - r - OUTFAI r EL-4937.89 18- SPLASHBLOCK (TYP.) CURB (TYP.) T � T/MBERL/NE RD. 1 " - 4' PERFORATED 4' PERFORATED UNDERDRAIN UNDERDRAIN 373.5 LF O 0.5% 14.1 LF O 0.7X PT RFL STA 15+04.77 EL-4938.51 Q �G 4" PERFORATED UNDERDRAIN-/ 300 LF O 0.5X 44' PC RFL STA 17+24.51 EL-4938.01 00 S01'14'45-L 121.41 20+00 PT RFL STA 18+90.38 EL-4938.95 PC RFL STA 20+11.79 J EL-4939.70 W W W -24' 6a'C W W W ARDSCAPED MEDIAN COVER_ r PC LFL STA 22+94.69 2' -FL (SEE DETAIL PER SHEET 91) EL-4941.85 21+00 22+00 - � - - Vt-5017 4 46 l 160.71' 3T E 21� PT AFL STA 21+24.80 PC RFL STA 22+85.51, _098919, EL-4940.65 I - EL-4941.63' _ PT RFL STA 20+20.72 MFL46 172't ROW �� PC RFL STA 21+09.91) POO RFL STA 22+97.90 MFL47 EL-4940.54 EL-4941.69 n n S/DEIAL FILING ONE I ne STA 22+ 09-- w - RFL STA 22+99.30-1 CL STA 22+05.68. 8.67' LT EL-4941.65 3 u � 11 I n I MEDIAN= IL "A- - nu ( I� r�_ U 7 EOC CO3tNER- CL STA 23+70.53, 10.50' RT HARDSCAPED MEDIAN COVER (SEE DETAIL PER SHEET 91) \ NAP g� \" r �. -- FL12 1 _. 1A � r EOC CL STA 22+93.70, 10.50' RT MITS OF CONCRETE 49 Le y I I I I I I 9 t; + PS « y AT MEDIAN FLOWUNGRADE ------ ----- - - - - - - ------ i ------- --- -- ----- I I I W "---" STING GRADE 493 �� M 8 M" pp 1+) O �� ~ M n {� I, �"' M �• M r4 �'� � n n �y n♦ ^n M m0^e NIN (c!M! Ot� e) fg ISM pY'! 01 Q, QO• 01 T df TI 01 01 13+00 14+00 1 15+00 16+00 1 17 00 18+00 19+00 20 00 21+00 22+00 23 00 LEFT MEDIAN FLOWLINE PROFILE i I ' � m PROPOSED GRADE AT MEDIAN FLOWLINE -- ----- ----- - - -- - =- - _-I'--�-- 1 I _-� - ------ j__--__ {- ------ ----- ----- ------ ----- ----- ------^ ----- ----- 9 E10STiNG GR iDE y �p �r~i �O a�i mN pM5 �.� a'�il •� `�� Nlfl '9' N� r10 "�rpA^ ��51 0Of EO .� N(; fps ran nl •p$ M� m+ of ae wil gg "e.N niV 'r '1a A "•wt "�O+' +�dr O1 r°�' 01 +,� OI OI r� tlT OI T f�� wl;$ OI CD •r T m �+,a O�' � O' T, e� �,�1, OI g� T 13+00 14+00 15+00 18+00 17+00 18 .00 19 00 20100 21 00 2240 23 00 MIUM I MEDIAN FLUWLINE PROFILE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION LINE TABLE LINE I LENGTH I BEARING MLI 3.66 N 1.14' "W ML2 3.66 j 4' " ML3 3.66 N01'14'46"W ML4 3.66 SO1,14'4II CNO STA 22+96.70, 9.50' RT / MEDIAN DETAL. •A• 10-20' Ole CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFLt 7.13 100.00 4 1" N 4' 7.13 MFL2 3.00 60.00 1' 0 '4 '41 "E 3.00 MFL3 2.81 1.00 160'48'43" S79.0 '35" W 1.97 MFL4 12.39 37.00 19'11'17" N10'50' 5"W 12,33 MFL5 211.63 2150.00 5'38' 4" NO '50'47"W 211,55 MFL6 1 165.86 2150.00 4' 5'13' S03' 7' 3" 165.82 MFL7 26.63 48.00 1'47'1 " N17 "W 26.29 MFL8 28.85 52.00 1'47'1b� 28.48 MFL9 26.63 48.00 i' T1 .517-W'25"E 17 8' 26,29 MFLI0 28.85 52.00 1.47'1" N17'0 ' "W 28.48 MFL11 6.28 2.00 1 " N88'45"14"E 4.00 MFL12 6.28 2 fI 4.00 50 25 O 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W. Ash, Suite C Windsor, Colorado 805W Phone: (970) 6743300 Fax: (970) 6743303 AC 0 N S U L T I N G GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER tNE DIRECT SUPERHga+ OF APPROVED 7 //ec TY ENGINEER DATE CHECKED BY: M.'-- WA ASTEW TIUTY DATE CHECKED BY: S10RNWATEk U IUTY GATE CHECKED BY: PARKS r E DATE CHECKED BY: A AMC ENGIN DATE CHECKED BY: DATE DESIGNED BY. DRAWN BY. APPROVED BY: SHEET TIMBERLINE ROAD WIDENING -INTERIM ' JDL I JDL 20 SCALE. DATE. CHECKED 6Y. DATE: TIMBERLINE ROAD MEDIAN PLAN & PROFILE °� 94 d ?orL Co 1" :50' H 1-a5' V 4 6 �.5 I - n �r.n� .„.._::.w.::. ....: mKKwelw/ 4,.•"+ryr«,.. r,,.E..<.,�.� ��ni.rimuw ��.-�/ ..... C - • 274 c -1 274 C -1 274 No Text n 00 W I I UPLAND'S PROSPECT BUSINESS PARK P.UD. \ BLOCK f C4 \ I m -S -=_-- s w w w w w - JD0+00 y ¢ T 301+00 FO (O - - - S85'48'56'E EE 2coo- .24'm E E BEGIN PROPOSED C&G MATCH EXISTING PROPOSED ROW R-10' FL STA 300+81.32- (TYP.) c CL STA 300+81.67, 32.95' RT m I I EL-4928.03 PC FL STA 302+77.57 1 EL-4922,11 PT FL STA 302+84.64 ELI 49 I1." I ©MMWAk MODIFIED AS SHOWN CITY OF FORT COLLINS I I I \\ C ---- - :5-B, s- PROPOSED PROSPECT W CONTROL LINE T - - FO OMAS BA TH 0 -- _LL Q-- OR MEDIAN SEE PROSPECT s y TAN PLAN do PR w ..4 zm�-Rmc�M ZZ 12" co", w I - - 1--- - -r- F 3D3+� +PROSPECT RD. T - FO FO FO � '[nab E 1 II 4 BEGIN PROPOSED C&:G I I MATCH EXISTING / I I II CL STA 308+17.31, 96.5T LT PROSPECT -TIMBERLINE P.U.D. P I - -EL-4911.46 I I I� T -CL HC RAMP FIRST FILING HARRY BA TH 11 ; Q ) CL STA 308+19.63, 78.56' LT LOT r+�•- y+�+ - - - - - _ _ y _ __ .- Z - _ MMBERI IE RD. � I N I CL HC RAMP END PROPOSED C&:G _ - j Q LLJI__-J I I I CL STA 308+44.23, 57.61' _ _ _ W F- r-1 j-� r-1F-1 I I MATCH EXISTING - - - I 6' VERTICAL CA:G CL STA 309+64.19, 40.50' LT _ L_D�sR MEDIAN DETAILS f PRO 8' ATTACHED SIDEW�1LK L-491=86 - - _. - _- - _ MEDIAN PLAN SEE PROSPECT ROAD 313+0 - I FN � +� - 1 I a PRO qyD aq &FlLEFl� I I � _ PROPOSED ROW - �' W - Z R I G ; < r FL18 w 12" C�c 31 I -� µ{ew�.- _ - e E 3t3* o0 s • rp 1rDc� ------- _ 5 �' I--- 101't - � w ii A4, 3tz -�� END =T ILS_- ; 4 m w •E 1� XIST. ROW /MATCH OPISTING °G FL STA 313+77.13- FlROAD-LES -e - -m; w 1251: ROW PROSPECT RDNr��55 PC FL STA 3 2 53.18 CL STA 313+69.52, w w �(n(fl +At`p0 PC FL STA 312+20.10 EL-4911.36 33.99' RT -+ w oo = It EL-4911.10 / / EL-4912.36 / I _ PT FL STA 312+29.45 _ N 1 I '�6m r • WE LP FL STA 311+34.99 EL-4911.18 +� \ li r ; ml Z ,E E N7 73to+oo i1 EL-4910.76 / T ! �� Z E J m N797443 8' ATTACHED SIDEWALK / 4 - �- m E � 6' VERTICAL �&G Ir + I PT FL STA 310+29.96 E EL-4911.25 306+00 307� i _ G PROPOSED ROW _ \-- 8' ATTACHED SIDEWALK EXIST. ROW J V 6' VERTICAL C&:G CL HC RAMP �\ FL STA 306+63.66 PCR FL STA 306+83.62- TIMBERLINE LFL STA 62+67.38 EL-4916.24 ERRY ✓" / KEA TING f 4p m - / PI FL STA 310+44.93PC FL STA 310+16.0 -EL-4911.31 ® EL-4912.22 , - TRACT A / PCR FL STA 308+99.01. / + TIMBERLINE RFL STA 63+13.98 / EL-49E3.15 ✓ i I PROPOSED GLUE IN^ REE _ DOWN MEDIAN G I V _ I I r7p T - I - - / 31 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL13 39.03 25.00 89'27'09" N46'17'2511W 35.19 FL14 9.08 100.00 5*12'03" S88'24'58"E 9.07 FL16 60.37 35.00 98'49'58" S49'36'51"E 53.16 FL17 40.00 2284.00 1-00'12" N80'28'04"E 40.00 FL18 45.03 100.00 25-48'05" N87'08'00"W 44.65 FL39 139.48 106.00 75-23'27" S41-32'59"W 129.63 FL40 13.91 100.00 7*58'14" N75'57'02"E 13.90 FL41 9.36 100.00 5-21'55" S74-38'52"W 9.36 FL42 123.94 1 800.00 1 B-52'36" S81-46'08"W 123.82 I � I 50 25 0 50 100 I HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' T 940 n T N 002+50.994935 VPI STA- VPI ELE 4922.63 9 w � A.D. 0.79 Mtn R A n K=1 0.71 5 All 200.00' + EY/S� CAI ELEV-4917.28 F g No N A.D.-2.05 + w N & }N o, e"a K-97.72 N � _ C4 ` Tit 40.00' VC4925 S vpI VPI ELEV-4911.58 1 rL "a a s g m <m \ <In� A.D.-1.75 - f K-80.09 vc- •41; PROPOSED AT GRADE WLINE �j rA ° ^ i o1 LOW PO�NTIE V-4910.76 M 5' TYPE INLET U=tj << zi492e w LOW POINT ST -311+34.99 F� VPI EEV910.50C o wW I'<S 1>1 INTERSECTION C3 n o A.D.-.40 2o^ +F T <y GRADEI g i K-10 .80 i >EXISTIN pi w F- iP/ I$-P�.�._ in w 4915 ` - AC L LP STA-311+ STA-311+ If .99 UU a EXISTING ADE- EVSr `co �W II L LP `J,i n ACTU 2 ------ ----- -- -- -- QI6 -`-- Om---- - - _ -�- i rA K 0.50% - 0 507 - Zx ��x� '}° o Oe ° AT FLOWLINE d W O O! N 15' TYPE R NLET e � N c+.l .. N> N N N W r N4905 < N N o a a a a qF mM) w pf d O°$ -N In O� I�g CAR O� O, °� �A 111 In _ �M1 o OROR to Cis �M N� �� :8 �O Q � Q NQ N� N� N� N °p 00 ri 10 D1 N 1M e3 IV Oi O °� P °� p� O I� tG tC �G Inc 1n m O. O, O, Orn �N �N ON p,N Wp 00))N1 0,N p,� �� pew aW T� ape ap aQ wW �W �� f �W fQ f f00 f f fw f f fw fa f f f� f It f f f `*f f� v� a� f f f f f f f f f f 301f00 302 00 303 00 304 00 305 00 306 00 307 00 308 00 309 00 310 00 311 00 312 00 313 00 314 00 FLOWLINE PROFILE INTERWEST 1218 W. Ash, SuNe C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax:(970) 674-3303 CONSULTI N G GROUP LEGEND PEDESTRIAN RAMP DESIGNATION © (SEE DETAILS PER SHEET 89) CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERNSIIXJ OF 7/i�mr APPROVED: CITY ENGINEE5 DATE CHECKED BY: ER & WASTE A UTI Ty DAfE CHECKED BY: o& A("N_� STORMWATER UTILITY DATE CHECKED BY: P/- - % fro PARKS & REATION DATE � oc .04" CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: DATE fjEVISIONS: DATE: „DESIGNED BY: DRAWN BY: "APPROVED BY: anti l ®DRAWING OF RECORD 11/10/06 CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING -INTERIM 24 SCALE: DATE: CHECKED BY: DATE: OF 94 ENGINEERING DIVISION LYty D1 F_6 _1•-50' H 1•-5' vI 4/6/05 ,_ - I _ PROSPECT ROAD -PLAN & PROFILE 2 REVISED t -1 i 1 Ca 0 i I LP°LAND'S PROSPECT I BUSINESS PARK P.U.D. \ BLOCK 1 I .Ili\ �T-�._....__-_--__� ---E - - E-1-a qr w w ----- - w w IMF .""-.,yNt► 300+00 � " '101+00 - ' as Af4- w _� __-- V------._ BEGIN PROPOSED C&O MATCH EXISTING FL STA 300+81.32-- CL STA 3DD+81.67, 3Z95' RT EL=4928.03 •..3� CITY OF FORT COLLINS rr G~ \ If w �_ PROPOS (Ty P.) c � I C FL STA 302+77.57 1 EL-4922.11 T PT FL STA 34�2+84.64 EL-4921." i I , , f , I E T - - F0 PROPOSED C BEGIN AcG II 1 -EL-49A 33086 +17.31, 96.57' LT PROSPECT -TIMBERLINE P.UD• ~Nis, _ / � ' 7 - - - FIRST FILIm HARRY BA TH I ; Q I1 ,, a HC RAMP .- I I I CL STA 308+14.63, 78 56 LT L OT -i 011- TNr1/BERUNE RD. H. TH�IAS BATH j II CL HC RAMP END PROPOSED C&G- ' CL STA 308+44.23, 57.61' .? - ` - _ 11 MATCH EXISTING _ - o _ :: ,- _ w U. r--- r- "E"_ 1f 7 h IIVERTICAL CRG CL STA 309+64.19, 40.50' LT ..l-�SR MEDIAN DETAILS 8' ATTACHED SIOEW-4911.86-_ f . _ _ = r- SEE PROSPECT ROAD _ 1 N PR �0�*41 MEDIAN PLAN k PROFILES + yz� PROPOSED RO N I " 3 e24 - _ _ - 2" corc I j �t 4+00 ' \ w 9 •E j1 _a+-wre 1'� -- -- E �� w " w �i, N� } OR MEDI A'ff 5 =--�----� -� F- -- SEE PROSPECT s LAN PLAN & PR PECT, LINE w FFF ? coFc- w lK�--RR'R- .rs �iac-"ZaJ ---PROSPECT RD. r - ------- s 4'` 1 1oi'*fL-FL _ �� w _S_ - - = = = = = _ � 3 v� Q 3' w w , RD., F 'E 1g0'4 EXIST. Row MATCH XND PROPOSED SCdcG s _--'T�;. w 4 - '1" �1 125'� ROW pROsFL STA 313+77.13- f'EG 3t1��.-,' PC FL STA 312+53.18 CL STA 313+69.52, If w PC FL STA 312+20.10 EL-4911.36 33.99' FIT �"""" ' EL-4911.10 EL=4912.36 PT FL STA 312+29.46 j I �� 9 .oe+2 I FL STA 311+34.99 EL-4911.18 f _ E N7 �56 1.7 y1q, Dp EL.-4910.7600 f r Lam_ „� r e 3 E -�r N79„ W ATTACHED SIDEWALK 8' VERTICAL q&G e ■ + I PT FL STA 310+29,95 n r ` 8' ATTACHED SIDEWALK POST, ROW -/ r VERTICAL CdtG CL HC RAMP FL STA 306+83.66 PCR FL STA 308+63.62- J I TIMBERLINE LFL STA 62+67.38 EL-4916.24 TERRY J" KEA T/NO c PROPOSED ROW EL-4911.25 J PI FL PC FL STA 310+16.65 STA 310+44 93-EL-4911.31 - EL-4912.22 - TRAcr A PCR FL STA 3 8+99.01. TI BERLIN 6 RFL STA 63+13.98 PROPOSED GLUE CREEK I DOI MEDIAN I PRANG S -- - - r ppIPPPL 400 j � ruspa pw'� / CURVE TABLE CURVE LENGTH I RADIUS DELTA CHORD LENGTH FL13 39.03 25.00 89'27 09" N46'17' 5"W 35.19 FL14 9.08 100,00 5'12'03" S8824'58"E 9.07 FL16 60,37 35.00 98'49'58" S49' '51"E 53.16 FL17 40.00 2284,00 1.00'1 " N80-28-04"E 40.00 FL18 45.03 100.00 25'48'05" N87'08'00"W 44.65 FL39 139.48 106.00 75' 3'27" S41'32'59"W 129.63 FL40 13.91 100.00 7'58'14" N75'57'02"E 13.90 FL41 9.36 100.00 5 1'5 " 74' '5 "w 9.36 fL42 123.94 800.00 1'4 ' "W 123.82 � 1 '1 50 25 0 50 ` HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 9 vc- ,2+50.99 9 t I VPI STA 935 �y VPI ELE 4922.63 tM + g A.D.t0.79 K-100.71 � _STA--394l2S.,9si 4930 WPI ELEV-4917.28 A.Dr2.05 i I g ^ aAIR K-97.72 N 92 a s j n o 1 <m VPIIELEV-4911.58 i A.D.-1.75 PART ED GRADE K-80.09 ( ��pp POINT 4910.76 5' TYPE INLET .41 III yl, f 4 a�i < "I ro LOW LOW POINT ST 311+34.99 92 - e � ` 1 COT EFN M�fE GO I w �,T m ^w YPI ELE 910.50 g a s' � $. 92 - NdTER8E A �j n o + d_ A.D.-1 40 '+ d '� r '� EXISTING{ GRADE F K-106.80 n A LP STA-311+ .99 EXISTING GRADE EXlST. LP ELEV-4910 � ACTUAL 2 _ - - _ _ r _ ! ( '.' - - - - - -- - - - - - - _ 1 9.507 �c--=. 491 ( < I 1O AT FLO�NEW d 15' TYPE R N N �j F Ui m g "RIB �'�$ �g o� ^� m9 RA �'� �'� �� •S W9 m,$ N� old, N N Q7 o+ �I+ ed m wg o0) .g rn +g Ml N m .rl} eS C4 a`Vi �� Oi m �� ad m p eD °+'I 46 1C m' ^ ,C RA t� N b v+ w Iri o, ♦ �p Mf 11f a, +' `�' a, r MI �_ �I Yj N ♦ PI ^I� wi$ �� .- •-iC r " CI °+ tg C +g - N N rn c4 m 301+00 2+00 1 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 too IFS PEDESTRIAN RAMP DESIGNATION ® (SEE DETAILS PER SHEET 89) FLOWLINE PROFILE CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERV90N OF APPROVED� OS �`ITY ENGINEER ERNo DA CHECKED BY: '- - wATR a'ASTE nu DATE ,�11�� §§§§R�� 0 o CHECKED BY:,,�y!e� t 1218 W. Ash, Sutle C sroRV umnv OAr`E 1 Windsor, , Colorado 80550 CHECKED BY: a Phone:(970) 6743300 PARK55 RECREATION DATE Fax, (970) 674-3303 )h CHECKED BY: N ✓ INTlRNEST CONSULTING G R O U P TRAMC ENGINEER DATE CHECKED BY: DATE .wi.�Mt,- - DESIGNED BY: DRAWN BY: APPROVEQ BY: JDL I JDL SCALE: DATE. CHECKED BY: (DATE: TIMBERLINE ROAD WIDENING -INTERIM SHEET 24 PROSPECT ROAD -PLAN & PROFILE OF 94 'v0xp C -1 274 .1 ___ ----T" r " Qoneral Notes 1. All materials, workmanship, and construction of public improvements shall most or exceed the standards and specifications set forth In the Lorimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plane end the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. AN references to any published standards shall refer to the latest revision of sold standard, unless specifically, stated otherwise. 3. These public improvement construction plans shop be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plus after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, dos hereby offirm responsibility to the Local Entity, as beneficiary of said engiser's work, for any errors and omissions contained In these plane, and approval of the" plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless 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 omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" uttifty installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plane by the Local Entity Engineer. 6. The type, size, location and number of all known underground utilities ors approximate when shown en the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the routs of the work before commencing new construction. The Contractor shall be responsible for unknown underground utilities. 7. The Contractor she" contact the Utility Notification Center of Colorado (UNCC) at 1-8OD-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Contractor to relocate all existing utilities that conflict with the proposed improvements shown on these plans. S. The Contractor shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utillty crossings required. 9. if a conflict exists between existing and proposed utilitis and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 10, The Contractor shaft coordinate and cooperate with the Local Entity, and oil utility companies Involved, to anure that the work is accomplished In a timely fashion and with a minimum disruption of service. The Contractor shall be responsible for contacting, in advance, di parties affected by any disruption of any utility service as well as the utility companies. 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. 12. The Contractor shall sequence installation of utilities In such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 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 Utility. 14. A State Construction Deatering Wastewater Discharge Permit is required if deatering In required in order to Install utilities or water Is discharged Into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Contractor shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Deportment of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onefte drainage facilities shall be the responaibNity of the property owner(s). 17. Prior to Anal 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 Deportment. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits In excess of those allowed prior to certification per the Development Agreement. 18. The Local Entity shall not be responsible for any damages or Injuries sustained In this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries ore sustained as a result of the Local Entity failure to properly maintain Its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the "Final Drainage and Erosion Control Report for "Interim Timberline Road Widening -Drake to Prospect" Dated March 23, 2005 by Interwest Consulting Group shal be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown an the Erosion Control Plan. All erosion control measures shall be maintained In good repair by the Contractor, until such time as the entire disturbed areas Is stabilized with hard surface or landscaping. 21. The Contractor shalt be responsible for Insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Loco) Entity street Inspector. 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 obtained, If applicable. 23. The Contractor shall be responsible for obtaining oil necessary permits for elf applicable eigamets prior to commencement of construction. Tins Contractor shall notify the Local Entity Engineering Inspector (Fort Collins - 221-8605) 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 Entity Engineer is not available after proper notice of construction octivity has been provided, the Contractor may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals on improper installation. 24. The Contractor shall be responsible for obtaining ads tests within the Public Right -of -Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report dos not correspond with this results of the original geotechnicai report, the Contractor shell be responsible for a re -design of the subject pavement section or, the Contractor may use the Local Entity's default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entity Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrods and the gutter flowline at ON Intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans end specifications. Any deviations droll be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any ark except c/g above the subgrade is considered final stage work. All service Tins must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Partlons of Lorimer County are within overlay districts. The Lorimer County RoodPlain Resolution should be referred to for additional criteria for roads within these districts. N/A 28. All road construction In areas designated as Wild Fire Hazard Areas shall be done In accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations In force at the time of final plat approval. N/A 29. Prior to the commencement of any construction, the contractor shell contact the Local Entity Forester to schedule a site Inspection for any tree removed requiring a permit. 30. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Contractor shall submit a Construction Traffic Control Plan, In accordance with MUTCD, to the appropriate Right -of -Way authority. (Load Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right -of -Way. A $25.00 fee will be charged the Traffic department to review above plan. The Contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that *91 affect traffic signs of any type, the contractor she" contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the sign at no coat to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Contractor Is responsible for all costs for the Initial installation of traffic signing and striping for the Development related to the Development I9 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 the Development. 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. 35, The Contractor is responsible for providing all labor and materials necessary for the completion of the Intended improvements, shown on ths" drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimenafome for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension en the as -built record drawings. 37. The Contractor shall have, oneite at all tines, one (1) signed copy of the approved pions, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could Indicate o situation that is not identified in the plans or specifieotions, the Contractor shall contact the Designer and the Local Entity Engineer immediately. 39, The Contractor shall be responeibls for recording as -built information on a sat of record drawings kept on the construction site, and available to the Local Entity's Inspector at all tims. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. 40. Benchmarks: BENCHMARK 1: 2" ALUMINUM CAP IN THE TOP OF IRRIGATION STRUCTURE ON SOUTH1tESf CORNER OF EAST DRAKE ROAD AND TIMBERLINE ROAD. ELEV.- 4935.58 (NGVO 1929 UNADJUSTED) BENCHMARK 2: CITY OF FORT COLLINS BM /13-93, EAST SIDE SOUTH TIMBERLINE RD, AT ENTRANCE TO C.S.U. RIOGEN FARM, ON THE NORTH END HEAD -WALL OF STORM DITCH. ELEV.-4933.11C (NGVD 1929 UNADJUSTED) 41. All stationing is based an centerline of roadways union otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and Improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored In Ilke kind at the Contractor's expense, unless otherwise Indicated on these plans, prior to the acceptance of completed improvements and/or prior to the asuance of the first Certificate of Occupancy. 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 extsting street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patchirg shall be done in accordance with the Local Entity Street Repair Standards. The finished patch droll blend in smoothly into the existing surface. All large patches shall be poved With an asphalt lay -down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for o complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction, the site shal be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grads and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at OR "Tee intersections. 46. After acceptance by the Local Entity, public Improvements depicted in these plans shop be quotenteed to be free tram material and warkmenahip defects for a minimum period of two years from the date of acceptance. 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 streets. N/A 48. Variances for this project are as follows: 1. (Chap. 16-16.6.4: In Fort Collins the moxkmnn length for any oroaswaflh shelf be 56 feet) On the northeast comer of Thnbertine/Prospect Intersection the crosewa"k length from the median pedestrian refuge is 67'. Adding the dive right turn Ions added an additional 12' to road width. Standards do not address when you have 2 lefts, 2 through lanes, bike and a right turn. 2. (Chap. 7 Figure 7-iF: 6 lone arterial required to have a 7' detached walk) Attached 8' sidewalk across bridge and adjacent to Prospect Road. Attached sidewalk to minimize bridge widening, existing sidewalk along Prospect Is attached and did not make sense to detach for o short distance and then reattach. 3. rsctt arterial Ions ns 50 ddesign ddtable redirect toper to be yor itcudphot wing Timberline/Prospset nterction is wideniing aa 25:1 t er on lore adition, oais widening from I to 2 ones, fastertransition saves o roadway length andasp 4. (Chap. 7 Table 7-3: 6 Ions arterial min. CL radius Is 1075' and min. tangent distance between curves is 200') Eastbound Prospect redirect transition curves/tangent ore substandard (1075' radius, 180' tangent and 600' radius) In order to get back before the existing bridge. These are technically along FL so they get larger as you move toward the CL of the rood. 5. (Chap. 7 Figure 7-1F: 6 lone arterial required to have a 7' raised median) Used a 4' glue down median at Timberlfne/Prospect Intersection to reduce bridge widening In the Interim condition. 6. (Chop. 7 Figure 7-17 and 7-18 Minimum Vertical Curve Lengths) - The LCUASS Figures reference AASHTO 1990. The vertical curves on this project were designed with the some figures from the 2001 version of AASHTO (pages 273 and 278) which basically have the minimum curve length at 3 times the design speed or whatever is needed to most the K value required (whichever is greater). In the 2001 version, the minimum curve lengths are shorter, but sight distance, rideability and safety are all achieved. 7. (Chap. 7, Section 7.4.1 (B)(3): No single point grade break shalt exceed 0.40%) Between Ste 54+00 and 55+00 the single point grade breaks will need to exceed 0.4R due to the existing conditions of the railroad tracks. S. Crest Vertical Curves over the Bridge - City Standard is for K - 110 for 50 mph design speed- Actual K values are 50 to 60. This masts the design speed of between 40 and 45 mph. This design speed should not present a problem so dose to the intersection. 9. Sag Vertical Curves north of Bridge - These curves are short, but actually go around the corners and either ay on Prospect (so they are not high speed areas). The Standard Is K-90 for 50 mph design speed. The K values ore 45 and 68 which equate to design speeds of 30-40 mph. Note that sag curve sight distance Is based on how for headlights can reach. Because the intersection is lit, this should not be a concern. grading and Erosion Control Notes 1. All grading and erosion control measures are subject to General Notes an this sheet Plans as wall as the Grading and Erosion Control Notes listed here. 2. At all 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 Contractor shaft also be responsible for Installing and maintaining all erosion control feclitles shown here. 3. All perimeter erosion control measures shall be Installed and functional, prior to any other earth-disturbng activity. All other structural erosion control measures shall be Implemented as soon as the facilities, around which they are based, become operational. 4. Any erosion control facility damaged or destroyed prematurely, by any means, shelf be immediately repaired by the Contractor. 5. There shall be no Bath -disturbing activity outside the limits designated on these Plena- 6. Top soli shall be removed and stock piled prior to overlot grading operations. 7. A water truck shall be kept on -site at all times during earthwork activities for dust abatement. 8. Conditions fm the field may arrant erosion control measures In addition to what is shown an these plans. The Contractor shah Implement whatever measures are determined necessary, as directed by the Local Entity Engineer. 9. Silt and sediment, within Right -of -Way, shall be removed after each substantial rainfall. 10. Negative impacts to downstream areas caused by overiot grading we to be monitored and corrected by the Contractor. Any off -site cleon-up, directed by the Local Entity's Inspector, (including street cleaning), shall be completed within 24-hours of written Instruction, or risk construction stoppage. 11. Temporary erosion control measures shall not be removed until such time as all trlbutory-disturbed areas are sufficiently stabilized In the opinion of the Local Entity Engineer, to minimize erosion potential. 12. When temporary erosion control measures are removed, the Contractor shell be re oomslbfe for the clear -up and removal of all sediment and debris from all drainage and other public facilities. 13. All areas disturbed by this project, which are not scheduled for improvement or disturbance Rant ofthWa90 dales and rent otherwise stabilized by hord surface a landscaping, shaft be seeded and mulched in accordance with these specifications within 10 working days 9 y grading a. All areas for seeding shall be tilled to break up rooting restrictive layers, have a minimum of 4 Inches of tpsoll reapplied, and then be harrowed, and railed orpacked, to prepare the required firm seed bad. b. The seed bed shal be well -settled and firm, but friable enough to that seed can be placed at the seeding depths specified. The seed bed shall be reasonably free of weeds. c. All seeding areas shall be fertilized, union field evidence or laboratory son analysis Indicates sufficient amounts of nitrogen (N) and 40 pounds available phosphate (P205) per core. Time of application will be as applicable to the kind of fertflizer and type of equipment used. d. Sod shall be planted with a drill on all spa of 3:1 or flatter. The drip must how► the capability of handling the kind and rate of seed being planted. Send may be broadcast by mechanical spreader, or by hydraulic equipment on seas that are small, too steep, war not accessible for seed-perotions. Broadcast rates of seed on 4.1 or loser slopes will be double the drilled rates. For slopes greeter than 4:1, broadcast rates will be four times the drilled rates. a. Send planted with a drill shall be covered with sell to a depth of 1/4 to 3/4 Inch. Seed planted by the broadcast method shun be Incorporated into the surface soft, to a maximum depth of 3/4 inch, by raking, harrowing, or other proven methods. f. Hydro -mulching shall be allowed. Mulch shall consist of either cereal grain straw or Vase hay, at least 50`t by weight, being 10 Inches or longer. Application rate to be 2000 albs/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 crimping depth of of least 4 inches into the soil. All mulched areas shalt be tockifiied after crimping. The tockifier solution shall be in accordance with note j below. g. All seeded areas shalt be mulched, crimped, and tockified within 24 hours after seeding: otherwise, seas shall be reseeded, at the Contractor's expense, prior to the mulching, crimping, and tockifgng. h. All sips steeper than 4:1 shall be tockifled (see note j below) after the oomplet on of seeding and fert"izing, Slops shag then be covered with o son retention blanket. The son retention blomket shall be a machine -produced mot consisting of 70% agricultural straw (0.35 Ib/sy) and 30% coconut fiber (0.15lb/sy). The blanket shall be of consistent thickness, with the straw evenly distributed over the entire area of the mot. The blanket shall be covered on the top side with polypropylene netting having an approximate 5/8' x 5/11' mesh (1.65 - 3.00 Ib/kaf), and on the bottom with polypropgens netting with on pproximdte 3" x 3" to 2" x 2" mesh (1.00 - 1.65 Ib/ksf). The blanket shall be sewn 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 its use for approval by the Local Entity Engineer. The Local Entity Engineer may require blankets for unstable sops with apes under 4:1 if deemed necessary. 1. Sop retention blanket shall be placed smoothly, but loosely, on the soil surface, without stretching. The upslope end shall be buried in a trench 6 Inches wide by 6 Inches deep 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 ore applied side by side. Insert staples in a pattern according to the manufacturers recommendation, at approximately 2 staples per square yard. "Tee shaped pins shall net be used. j. Tackifler, whether placed on soil or mulch, shop conform to the Colorado Highway Specifications, Section 213.02. Apply tockifier with a spray nozzle, dispensing a mist that will uniformly cover the surface. it. All seeded peas shop be kept in a damp condition, for at least 14 days after seeding, to old In germination. Some form of Irrigation may be required to achieve this goal, and It Is the responsibility of the Contractor to perform any and all necessary operations to that end. The means of Irrigation shal be approved by the Local Entity Engineer prior to Implementation. Director flows from forge hoses, which could damage the mulch, will not be permitted. Additional maintenance, as required by the Storm water utility, is also required. ,west Imorammsfyte Notes 1. All street construction is subject to the General Notes on this sheet as wall as the Street Improvements Notes listed hero. 2. A paving section design, signed and stomped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer far approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 Inches of asphalt). The job mix droll be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be Pow rot. a minimum distance of 12 Inches from the existing edge, to create a dean construction joint. The Contractor shall be required to remove existing pavement to a distance where a dean construction joint can be mode. Wheel cuts shell not be allowed unless approved by the Local Entity Engineer. 4. Street subgrods shall be scarified the top 12 Inches and re -compacted prior to subbase installation. No base material shaft be laid until the subgrade has been inspected and approved by the Local Entity Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When on existing asphalt street must be cut, the street must be restored to a condition equal to or better than Its original condition. The existing street condition shall be documented by the inspector before any cuts ore made. Cutting and patching shall be done in conformance with Chapter 25 of the Standards, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete 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 new asphalt overioy work. 7. All traffic control devices shall be In conformance with then plans or as otherwise specified In M.U.T.C.D. (including Colorado supplement) and as per the Right -of -Way Work Permit traffic control plan. 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 that hold more than 9 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the eubgrods material (when a full depth 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 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 oxie weight of at 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 of the subgrcde or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non -gelding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an inspector. 10. All recommendations of the geotechnical report for this project shall be followed and Implemented. Traffic amino and Pavement Mothh9 Coaltnictiae Not" 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. 2. All symbols, Including arrows, ONLYS, crosswalks, stop bare, etc. shelf be pre -formed thermo-Plostfe. 3. All signage shell be per Local Entity Standards and these plans or os otherwise specified in MUTCD. 4. All lone lines for asphalt pavement shall receive two coots of latex point with glass beads. 5. All lane lines for concrete pavement should be epoxy point. 6. Prior to permanent installation of traffic striping and symbols, the Contractor shelf place temporary tabs or tape depicting alignment end placement of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Pre -formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shell be applied as specified in COOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to Installation of striping or markings. 10. All sign posts shall utilize break -away assemblies and fasteners per the Standards. 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 inspection must be corrected before the 2-year warranty period will begin. 12. The Contractor installing signs shall be responsible for locating and protecting all underground utilitis. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 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 Engineer reserves the right to require additional signage and/or striping If the Local Entity Engineer determines that an unforeseen condition warrants such 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 for new construction (except fair wear on traffic markings). 15. Sleeves for sign poets shall be required for use In islands/medlons. Refer to Chapter 14, Traffic Control Devices, for additional detail. Storm ®ramose Nets. 1. The Local Entity shall not be responsible for the maintenance of storm drainage facilitis located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the 'Final Drainage and Erosion Control Report for "Interim Timberline Rood Widening -Drake to Prospect" Dated March 23, 2005 by Interwest Consulting Group shall be followed and implemented. 3. Prior to final inspection and acceptance by Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormweter Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. waterflne Netes 1. The minimum cover over aterlines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans end approved by the Water Utility. 2. All water main shall be D.I.P. encased in polywrop. 1. See approved Landscape Plan for specific locations of tres to be removed, and trees to be protected. 2. Existing trees marked for protection and preservation shall not be removed. 3. Heavy equipment should not be allowed to compact over the son over the root zone of existing has 4. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to ovoid damage. 5. Root cuts from excavation should be done rapidly. Smooth flush cuts should be made. Bockfiill before the roots have a chance to dry out and water the tree immediately. 6. Prior to construction, an protected trees shall hove orange protection barrier fencing erected, which as a minimum ore supported by 1" x 1" or similar sturdy stock, for shielding of protected trees, no closer than six (6) feet from the trunk or one half (i/2) of the drip line, which ever is greeter. Within this protection zone there shall be no movement of equipment or storage of equipment, materials, debris, fill or cut unfess approved by the City Forester. 7. NI existing trees shall be pruned to the City Forester's "Medium Prune Standards.' 8. Within the drip line of any protected existing tree, there shall be no cut or fill over o four -Inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. 9. During the construction stage of development, the applicant shall prevent the clearing 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 protected tree or group of trees. 10. No domaging attachment, wires, signs or permits may be fastened to any protected tree. p;,dze Rica Power Authafty Notes: CITY OF FORT COLLINS, COLORADO 1. Poudre River Power Authority shall be contacted prior to any construction within 100' either aide of UTILITY PLAN APPROVAL the existing high tension power lines. ��// .n PREPARED UNDER iTe: DIRECT SUPERNSION OF � I . ?"i7. ! / ..I/ .._/, 1218 W. Ash, Suite C NAndlor, , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 101TERWESTI C 0 N S U_L T I N G G R 0 U I CHECKED CHECKED BY' Wilt'W AnoN DALE CHECKED BY: TRAm E E Nam- DALE CHECKED BY: DAIS r_ N C.3 c U� C REVISED C - 1 27 s C04 0 5 \ H. THOAM6 �� ,yML yK:..r'•�K:.�•" HA „ LFL STA 304+81.63. STA 304+81.6Z 13.14' LT-_ BEGIN PROPOSED C&O MATCH EXIST= EL-4917.22 PROPOSED PROSPECT RD. CONTROL LINE (TYP. 304+00 `L\ RFL STA 304+81.91- CL STA 304+81.91, COW LT J BEGIN PROPOSED GAO MATCH EXIST. \ 071►N \\ `�\ L. \ u \L I 1 TH I HARRY BAT PT LFL STA 306+54.3�- APED �IAN CO�ER EL!4915.41 (SEE NOTE 1 11 PRC LFL _j L A 306+44.D0 L STA 305+59.64 - �>•4915.4V EL-4916.1 M N89 37'S2"E OUTFALL C!G 3"+00 7RM' _ _30`'° 0_N8S 19'50"W - 8f� 59 vJ + It D. w0 _,_ 306+00 77,80' RFL STA 305+45.66 1' CATCH C&O 5' TYPE R INLET ELw•4915.47 TR S. FROM V PAN TO 2' PAN RFL STA 305+39.7 33' EITHER SIDE OF INLET TERRY ✓" KEA T/NC3 ' 1 - II I I) II III �y - H i O I _J PCC LPL PRC LFL PC LFL STA 300+22.57 STA 305+38.11 TA 306+76.76 EL-4913.51 EL.4913.61 EL-4915.24 LFL STA 306+79.14' MFL57 EFL STA 306+79 � yss EL•4915.25 � STA + 1. 6- •4- '�-RFL STA 308+21.28- MFL67 w7+00 CL STA 308+21.26, M MFL56 13.04' LTA PC RFL EL-491155 STA 306+75.15 PCC RF'L STA 306+17-59 \ PCC EL-4915.28 I EL-4913. \ Lw4 L PROSPECT-TIMBERL/NE P.U.D. _ -..../�-��•---•-�'' F/RST FK•NNC3 y,,.. „„._ ', _ --� _ - - CFI STA 312+94.3Y' LOT f ,�/� _ =4913.02 MPT LFL STA 313+00,02 PCC LFL EL•4912.84 31+4.w ,r►.. YAAr �aArJ STA 312+52.17 LFL STA 313+00.18.-+--- _ ! EL�4912 84 RFL STA 313+00.21 ' I P UFL' 11 311+07.90 µF16 9 EL•4912.83 NOTE: PT RFL STA 313+d0.05 SEE TIMBERLINE/PROSPECT INTERSECTION ;T RD, EL i �vI El RFL T GRADING PLAN FOR VERTICAL INFORMATION pROSpE MFL61 6.3s,9, -vv&. 5T M AFL STA 3124- PT LFL STA 308+96.84 PC LFL STA 311+02,00 '140 r aoD F1 STA 312+94 57 / EL�4913.70 EL•4913.14 6 sLa C RFL •EL-4912.66 Kwul-�� R A 307+99.81,\�` s h9 A 312+48.57 / OUTFALL CkG W/ _- 1 185.79 =4912.13 18 SPLASHBLOCK r stt.Do `1_ ; HARDSCA(TY MEDIAN COVER TFALL CleG ' PT RFL STA 310+12.7 IUTFALL (TYP.)(SEE NOTE 1) WFL50�` EL-4911M _ - HARDSCAPED MEDIAN COVER � MFL4 56'09' PC RFL STA 310+14.9 „ (SEE NOTE 1) c• ' E � N?� EL-4912.36 n ?� 1' CATCH GAG 1' CATCH L PT RFL STA 308+97.08 EL-4913.10 5TA+11tA115 it RFL STA 308+ OEGRN Tp1 C , tt %13� FROM oUTFALL cap TRACT A TFALL CdcG 01 r` SEE MEDIAN 1' CATCH CURB DETAIL " B" HEREON / 1 I 1 I 2 N $ a� fI r N pn n(AI 92 9 I I I I 25 LOW;P�NT'ECEV� pppp�p' y1�CC 2.75 HIGH PLANT 4913. 22 fl eA�ii + I n� o +I� HIGH POINT VPI STA A 308+8226 309+00 LOW JOINT STA-312�18.82 �S ►' < ♦I+ d�AVPI 49.86 ♦{ O rS M rf STA-312+2 ELEV�49126 a S,41 82 Iii y r „y + ,92 t-rm 2 s 92 92 i5 g r rs; H ` n p In .j ` n I K-98.04 A F- O EXI 0 F 5 } s g - `I`-,. - ORA IAy PROPOSED GR MEDIAN FLOWU E AT E 0•55%- - -- 491 4915 0. 0• % 1c* PR OSED GRADE A GI EDIAN FLOWU - - - - - - - - - - - - - - - _ cdE96K GRADE �: 1 1 N 491 491 m a O, .-F ,"1 07$ 01 I v �'� M� Or �� N+ N8 o ei NIrS NC �A NC NC4 �r �m e r w f1; ad It wl t 313+00 305+00 1 306+00 309+DO 310+00 311+00 312+00 LEFT MEDIAN FLOWLINE PROFILE LEFT MEDIAN FLOWLINE PRUFILC y� I l 1305+ N 92 N A.D.-1.80 r 9 K-44.46 Is 1 r 8 N .I Sri >8 + C4 492 S 92 + + to n� n °� n Fi '1' M M � PROP GRADE AT ' MEDIL N FLOWUNE Tn Gd) GJ GI GGG111 1 - -0 67X 5 515 5 1 ir 91 -_ - - 401 EXISTING EXISUNG GRADE -0.6 ORADE 5' R INLETPIII w OPOSED GRADE1I AT MEDIAN FLOV#VNE i 1 y I 0w N Cd O r aop N lh ,t7 F U! � v M n. O ea N � Nq.� I Nn OI T l�j ljl�j � njC4 tit tit ,�• t[f t O+� OI ,t1�1 ♦ w r vl w m f 309+00 310+00 311+00 312+00 313+00 305+00 306+00 MEDIAN FLOWLINE PROFILE RIGHT MEDIAN FLOWLINE PHUMU: REVISIONS. DATE: DESIGNED BY: DRAWN BY: CITY OF FORT COLLINS9 COLORADO JDL I JDL SCALE: DATE: ENGINEERING DIVISION 1"-50' H 1"-5' VI 4/6/05-11 F'l53 IMEDIANDETAL �_ 1"i CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFL49 7.33 5.00 4'0 ' 41- "W 6.69 MFL50 37.13 1008.00 '3 N 0'1 " 37,13 MF 550A 23.26 1008.00 1.1 '1 " NS -1 6" 23.26 MFL508 8,31 1008.00 N '4 8.31 MFL50C 5.57 1008.00 '1 N81' 7" 5.57 MFL51 2.66 1.00 1 ' N 1' i'W 1,94 MFL52 47.60 129.00 1' 1" 43 1' "W 47.33 MFL52A 17.41 129.00 7'43' 5" S 0'33' 3"W 17,39 MFL52B 6.00 129.00 3' 3'19" 44' 4'46"W 8,00 MFL52C 22.19 129,00 9'51'18" 3 '12' 8"W 22.16 MFL53 12,79 5.00 146'34' 7" S73 '58" 9.58 MFL54 84.35 2328.00 '04'34" N87'06'58"E 84.35 MFL55 10.31 50.00 11.49'05" N88.00'47"W 10.29 MFL56 5,97 2.00 171-05.1 " NO3'26'23"F 3.99 MFL57 2.63 1,00 151'08'SOB- 6-16"E 1.93 MFL58 15.54 41.62 1' 3'37" S72'07'00"W 15.45 MFL59 15.54 41.62 1- 3'37" S8 9'31" 15.45 MFL60 58.72 2350.00 1' '54" N80'39'06"r 58,72 MFL61 5.90 100.00 '50" N78-14-44"E 5.90 MFL62 32.21 1000.00 1'50'45" S77 '41"W 32.21 MFL63 5.64 3.50 92' '12" N55' 4'5 "W 5.05 MFL64 5.48 3.50 89'45'28" N3 ' 9'0 " 4.94 MFL65 46.00 824.00 3'11' 5" 7 '55'47"W 45.99 MFL66 4Z79 1051.00 '36'19" N78' 7' 9"C 47.79 MFL67 58.90 2357.00 1' 5' 4" N80-3 '0611E 58.90 M1 8.84 12.00 4 -11' 3" 1461'4 '49" 8.64 M2 17.36 137.00 7.1 '4 " 44'14'44"W 17.35 M3 4.03 10.00 3-04'1 4.00 M4 8.65 16.00 O'5 '14" _N36*20*28"E N33' 8' 0"E 8.54 M5 3.17 131,00 1' 3-14" S48-16-20"W 3.17 M6 3.16 2.00 90' 6'39" SO ' 1' 4"W 2.84 M7 3.16 2.00 90-28'39" S87' 8'0 "W 2.84 M8 7.03 131.00 4' 4 '4 ' 6"W 7.03 MID12.19 16.00 11,89 LINE TABLE LINE LENGTH BEARING ML8 23.59 N 0' '4 "W ML9 0.31 N '1 '44"W MOO 22.44S82-06-14-E. ML11 5.49 '4 '4 " ML12 5.11 NOTE: 1. HARDSCAPED MEDIAN COVER SHALL BE 4" COLORED CONCRETE (SAN DIEGO BUFF) WITH EXPOSED 3/8" AGGREGATE. (SEE DETAIL PER SHEET 91) TIMBERLINE RD. 5C 25 0 50 100 INT PREPARED UNDER THE DIRECT SUPERVISION OF HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W. Ash, Sune C Windsor, Colorado 80550 Phone. (970)674-3300 Fax: (970) 674-3303 T1 C O N S U L T I N G G R O U P CITY OF FORT COLUNS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: U_ tjA- WATE It sTEW TIUTY DATE CHECKED BY: s MWA u iT DATE CHECKED BY: A PARKS DATE /k �REECCREATION CHECKED BY:'pNEER- DATE CHECKED BY: DATE 'TIMBERLINE ROAD WIDENING --INTERIM PROSPECT ROAD --MEDIAN PLAN & PROFILE 25 OF 94 Vol[) C-1 274 A# -zt PII 1 I I I I T/MMMMMa WL /NE STAR -------- U C/TY OF FORT COL L/NS I C/TY OF FORT COLL/NS I I I I T/A YERLAE RD. W �_ W w w w -24• c0Fc- w w w w w W -24' coPc w `\3t+ 52+00 53+DO 49+00 50+00 _ _ + - 45+ - 47 00 - --4-- -48t� - + -� - p 74' FL-EOA 93't ROW G G - . G - G MEANDER NG WALK 0 LIMITS OF PROPOSED TIM c c G --6. G CL STA 45+00.00•• COBBLE FILL ALL EXIST. TREES SHOWN TO REMAIN n 1 57 S' RT CONTRACTOR TO PROTECT IN PLACE) V, CL STA 98. 4, -8' HP- _0- CL2 00 000 11000 o°o°0o 0 0 4 47 - 00 R O CL3 II - _ PROPOSE�ROW c I I I I � I I S/DEWL F/L/NG TWO W G + I o� o0 000 0 0 0co ocooc 000000 00000 00 L4 000 0000000 0 00 0 0oo 00000 0 000000 000 7 00 0000000 0 0 °000 00000000 0000 fj1,t �°oo rr o0 00 000 0 00� p� o 0000000 00o Ty O 0000 }�/O o0000000 0 6 - W-24COFC- w00 STA 52+30 TO STA 52+50 M20' SIDEWALK CROSS SLOPESW CL STTRANSITION END PROPOSEPROPOSED SPLIT RAIL FENCE m� (WOOD W/ 3 RAILS) (304 LF) / .. SW CL STA 50+53.98. 5' RT SEE ( COBBLE FILL BEGIN PROPOSED SPLIT RAIL FENCE '• (SEE DETAIL PER SHEET 58) c 4 ( MI AS SHC G G G C G G G G G �y -B" HP- G J-W -24- COFC+-, W ----51FzFOO W cI c CENTERPO/NT PLAZA LOT I 10, �� \ O� 58+00 57+00 MEANDERING WA CL STA 57+ G fA 57+t8.24, b1.22' R 20' COFC W W - b 40.00' v LOW POINT -4941.18 .00VC HIGH POINT ELEV-4942.E OW POINT STA 46+89.56 IGH POINT 4943.44 HIGH POINT STA-46+23.9 VPI STA= +90 HIGH POINT STA 47+63.21 VPI STA-46+ VPI ELEV-4940.77 I STA-47+65 A.D.=-4. K-4. D.--9.17 K-9.0 0 -4.38 .00'�mci 9n lose NC4 + o ro + w U F- ss 4945 4945 �--- �A4940 \/4940 \ \ PROPOSED GRADE AT \ \\� CENTERLINE OF CONCRETE WALK � \ VPI STA 52+50 VPI ELEV 4919.65 49-35 K-32.43 EXISTING GRAD\\ LOW POINT 04IF5. A POINT 4915.8E � VC LOW POINT TA-54+10 HIGH POINT TA=54+40 \ VPI TA=54+DO VPI STA-5 50 \ VPI E V.4915.8E VPI ELEV-49 5.86 o co ._- . K-7.90 K-8.00 \\ \ + to HIGH POINT' VC4915.26 •I. VIC N V=4 13. 3 L g L LOW POINT A-55+52.21 VPI STA 56+50 \ m VPI STA VPI 55+50 4913.38 N C VPI o n A.D.= 4915.59 cV 3.42 $ ,� i, r� + n gi + K-2 3.36 i \ A.D. 4.74 r \\ ry S 3 K=1 1.1119 I--------------- \� - - - - - - - - - - - - - - - - - - - \ Wprr7ko ir � �M �� rpM chc'J M1N rfT� a1h0 u7� w4910 o �n V7m MIn nm n'r M$ 017 rN rG� Nj� Mj Nj� r7C4 M� MM7Y��NM�rn ,In 04 NMNN �� tON �� tO dj rOm tOn �� Mjn �� a,--� ��.f M �� Ol a.r a N v Cl w W -# a w rn0)O1°1a�O1<a+a <.r + t t r r r ♦ r t 45 00 46 ♦ 00 4 00 48 00 49 00 50 00 51 00 52 00 53 00 54 00 55 00 56 00 57 00 MEANDERING SIDEWALK PROFILE TIMBERLINE RD. *41111t ID LINE TABLE LINE LENGTH BEARING L1 157.51 NO2'41'31"E 1_2 215.70 N00'13'42"W L3 10.34 1119'04'37"W L4 24.71 NO2'26'13"W L5 16.75 N47'42'32"E L6 247.83 N00'13'42"W L7 10.01 N36'00'39"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CLi 50.57 0933.0C 0'03'29" S00'47'18"E 50.57 CL2 36.11 100.00 20'41'23" S09'35'08"W 35.91 CL3 59.54 100.00 34'06'47" NO2'52'26"E 58.66 CL4 29.45 100.00 16'52'29" S05'44'43"E 29.35 CL5 5.10 100.00 2'55'14" NOi'13'55"E 5.10 CL6 32.90 100.00 18*50'54" N09'39'09"W 32.75 CL7 30.67 100.00 17'34'27" S10'17'23"E 30.55 CL8 229.50 4074.0 0-56'03" NOV 8'11"W 229.50 CL9 26.26 30.00 50'08'45" S22'38'09"W 25.43 CL10 16.73 20.00 47'56'14" N23'44'25"E 16.25 CL11 37.47 60.00 35'46'57" N18'07'11"W 36.87 CL12 37.14 60.00 35-28'12" S18'i6'33"E 36.55 50 25 O 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERNE6T 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 ��7/DS APPROVED: CITY ENGINEE5 DATE CHECKED BY: k WASTE A TY &kfm DA CHECKED BY: m C SAE STORMWATER UTILITY DATE CHECKED BY: Ct f 4=- iAf"Of rA (�/kREC�jtE�AT1,O,N DATE �`- �'04w CHECKED BY: 4:�: TRAFFIC ENGINEER DATE CHECKED BY: DATE DATE: •uttiIlaNtu 1:117: UKAVYN LIT: "Hr'YKVVCU tlT: TIMBERLINE ROAD WIDENING -INTERIM �� 11/10/06 CITY OF FORT COLLINS, COLORADO JDL JDL26 SCALE: DATE: CHECKED 6Y: DAB: MEANDERING SIDEWALK -PLAN & PROFILE OF 94 ENGINEERING DIVISION "Vert .1•-50' H ,•=5' J 4/6/05 w A.- rZEVISED C _ 1 .274 � II 77WE I-M STAR i i CITY OF FORT COLLNUS C/TY OF FORT COLUNS 7708ERL/NE RD. w s trxe-- w w w w- w w 24I Ca c w 53+00 - 50+00 3t+ 52+00 -- 45 00 46$00 - I 4 00 _ _ tOOO - �- '!tOO - -+-- - A t J.r- 93't ROW �� c c o^ G -- c A - - MEAND G WALK o LMNTS OF ° 74 -EOA �-PROPOSED TIMDERL9 �L -¢= c G - c -- e - c N- EXIST. TREES SHOWN TO REMAIN CL STA 45+00.00- C088LE FILL I A � CL STA 144+98.14, 57.5' RT I CONTRACTOR TO PROTECT IN PLACE) w ?� + N :. _ - �.� it i � 41 m +0 0 / / / ,:.� gr'! ►om �^ _ .w+C �^ _ .w+C r. .O'J '"1 + 000& no � � oc G.'OO 000 �O 000 47. � �o ao 000 00 00 000 00 0000 00 000 .. .goo a O OOODO 00 000 O O �+ 00 0 c .:; o R 00 00 00 �D 00 000 U 00 00 o-DODO -ooac ^Doc 000 JOOOD o� 000o O O c 000c000 a cp O OOOOGO OCOq G000000a oono 7 C 0000000'DD 0000000 - ---- - w -"14GOFL'- N' '-"""- Y! -'- - _ w �ry I ' "-- W W + - W-7a^crrr W n r � N I � 1 i i��}}� I r 1 I e I ©din (--1 • S/DEfAL.L ` � RUVO TWO 1 -- --�� 4 STA 52+30 TO STA 52+50 t9 ' '\ ih � 20' SIDEWALK CROSS SLOPE SW Q 37:39STA 33+, S RT Q� ,+ �- - - _�-- „� -_� v TRANSITION END PROPOSED SPLIVRAIL 4�� // PROPOSED SPLIT RAH. FENCE /' �� N (WOOD W/ 3 RAILS) (304 LF; ' SW CL STA 50+53.98, S' RT a GIN PROPOSED SPLIT RAIL FENCE 05 LIMITS of COBBLE FILL � (SEE DETAIL PER SHEET 58) COMERPO/NT PLAZA t�' P LOT f MEANDERING CL STA 5j+1 OV 20" COFC W - 40.00' OW POINT 4941.18 .00' VC HIGH POINT ELEV-4942. OW POINT STA46+89.56 GH POINT 4943.44 HIGH POINT STA-46+23.91 VPI STA= +90 GH POINT STA 47+63.21 i VPI STA-46+ VPI ELEV= 40,77 STA-47+65 85 495 _ A.D.--4. K-4. $ D.--9.17 K=9.0 4,36 40,00' Ri $ I I I i n C4 n d 494 A A \ - �\ 9 PROPOSED GRODE AT \ CENTERLINE OF \ CONCRETE WALj \ VPI STA 52+50 j \ ` VPI ELE 4919.65 3 j49 . .47-- EXISTING GRADEJ\ I K- .43 LOW POINT �!' FRCFf PSIT 4915.86 1y VC LOW POINT VPI TA-54+10 A-54+00 HIGH POINT VF1 STA-54450 A-54+40 I VPI 4915.86 VPI ELEV-49 5.BB - . AU- - i K-7.90 K-8.00 Od i l9GH t VVECTO 26 49 925 \\ F �56+50 c g o LOW POINT M55+5221 ,tf $ wi vP1 ST 55+5o 4913.36 ,n p 0 n A.D.= 491559 N 3.42 $ ,r{ 'r� + + A.D. 4.74 � � + + K- 36 „f .f K-1�.89 92 49 I� �\`` 1I ---- I I ---- - `- 91 W I i 491 ,pn� -� ._rw,a 1On p "�N nN u'fn �n'aO�a�I np nl'i$ �h "'�8i pr4i% 'n �r°� Mi right N tjo 1NI �� lV Y� ♦ f� �w�jj ,�S �m�T77� �j M�ij pnp��ro N 1•1ptp� NC4 h NN Odri Wif N OOO, Ip 04 IN Ni mEI CI Ol O, r7� rfj MMS �"1 O, "j G1 H1 O, Yi 01 f +Ig Of +li Of + OI + O, OI + + O/ +, Oe +g W +g ai +I Q, +ig Ti:+ + gg +g 45+00 46+00 47tOO 48+00 49 00 50 00 51+00 52+00 53 00 54+00 55+00 56 00 57 00 MEANDERING SIDEWALK PROFILE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION UtSIUNEU UY: UKAWN t3T: AeVKUVtU tlT: JDL JDL SCALE: DATE: CHECKED BY: DATE: 1`-50' H 1"=5' VI 416105 I LINE TABLE LINE LENGTH I BEARING L1 157.51 N '41' 1" L2 215.70 N '1 '4 "W L3 10.34 N19' 4' 7"W L4 24.71 N0276'WIN L5 16.75 N47'42132"E L6 247.83 N00'13'42"W L7 1 10.01 N3 ' '39"W CURVE TABLE CURVE LENGTH I RADIUS DELTA CHORD LENGTH CLt 50.57 9933.0 '0 ' 9" S00'47'1 50.57 CL2 36.11 1 100.00 '41' 3" S09' '08"W 35.91 CL3 59.54 100.00 34-06'47" NO ' 6" 58,66 CL4 29.45 1 100.00 16'52 9" S05'44'43"E 29.35 CL5 5.10 1 100.00 2*5S'14' NO1'13'55"E 5.10 CL6 32.90 100.00 18'50'54" N09'39'09"W 32.75 CL7 30.67 1 100.00 17'34'27" S10'17' 3"E 30.55 CL8 229.50 14074.00 0'56'03" N01'58'11"W 229.50 CL9 26.26 30.00 50' 8'45" S22-38-09-W 25.43 CLIO 16.73 20,00 47*58'14" N23'44'25"E 16.25 CL11 37.47 60.00 35'46'57" N18'07'it"W 36.87 CU 2 37.14 60.00 't 1 'i '3 " 36.55 mmumma 4r" �� 50 25 0 50 100 HORIZONTAL. SCALE: 1 " = 50' VERTICAL SCALE: 1" = 5' INTERWEST 1218 W. Ash, Sake C Windsor, Colorado W550 Phone (970)674-3300 Fax: (970) 674-3303 - T I N G G R O U P CITY OF FORT COLUNS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERHSION OF APPRO G TY E'NGNEER DATE CHECKED BY: Ply. WATM h OLA " UN DATE CHECKED BY: - STORMWATER UTILOY DATE CHECKED BY: N �• PARKS k RE ATION I DATE CHECKED BY: V.,4-- I TRAMC ENGINEER DATE CHECKED BY: DATE 77 TIMBERLINE ROAD WIDENING " -INTERIM SHEET 26 MEANDERING SIDEWALK -PLAN & PROFILE OF 94 VOID C -1 274 CO3 Xlt S ss 9 - - - -S _ S _--8•- S _... -e_-------- w --- - w w -42" co"c-- w w w w - w w - n Im I PROSPEc r RD. d.. I I O ti i I I ' ti II . I I t, C tl t i II � I I \ I t I C(rY OF FORT COLUNS r / J J / FUTURE TRAIL EXTENSION i TERRY J" KEA rNO 1� . U / s r �x gar, 7 T3 -A 00 ,� • PASS / ►� TRAIL UNDER STA 1+73.06 BEGIN SPRING CREEK TRAIL IMPROVEMENTS MA CH EXIST. At UNDERPASS G 42' W w I ; V w tZ" G 01 I.--� vrw_ --'� N w w y / w w r If r AcrA. •• � / / �" / EXIST. ASPHALT BIKE TRAIL TO BE REMOVED FROM TIMBERLINE BRIDGE TO PROSPECT BRIDGE / AND REPLACED MATH CONCRETE TRAIL / l i KCL STA 6+48.72 CONNECT TO EXIST. PRINGREEK TI2AilSI / / (� /.Or 4 _-------r----- SPR/1VG CREEK CENTER P.U.D. i 4930 4925 HP ELEV- 807.15 LP ELEV 4906.13 HP STA-2 87.41 P _ STA 3+88 LP STA- +84.98 VPI STA=2 93.72 PVI =4905.27 VPI STA +98.06 VPI ELEY= 907.37 D.=1.97 VPI ELEV 4906.05 A.D.=- .87 4920 K=2 K -1 . 1 0.00' VC PROPO /\ .72 .00' VC SFUDOIE r , \ �S' - + J 1 I �yy � -'- W STING GRADE m WSnNC 7RAL i --__-� --- _ 1 UNDERPASS / - -a4±x+ I---- 1 v F,j OPOSED GRADE AT + m TERLINE OF AIL .F �N s r� w av~i ^� uD'naQ a,� myy�4+ m�i ♦ pw tttpp*C41 rl 7 00 0 00 0 2400 3 00 4400 5400 6 00 I._ `ML to-10-o5 S1..d 11 I )ATE:...._--.r----_.. _... 7 20 05 F SPRING CREEK TRAIL PROFILE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION LINE TABLE LINE I LENGTH I BEARING Lt 157.51 NO '41' 1" 1L8 99.4 N75' 6' 9" 1-9 166.87 N7 ' 5' 4" L10 110.48 N75' ' 9" Ltt 166.87 N7 '34 L12 104 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CL13 8.75 100.00 5 '5 N7 ' 6' 8.75 CL 44 3.64 100.00 N6 ' 1" 3.64 C1.15 8.75 100.00 0'5" N7 ' 8.75 CL16 3.64 100.00 3.64 10' CONCRETE TRAIL (5" THICK FIBERMESH COLORED CONCRETE) 3' RECOVERY AEXIST. GR REA -- - - - - - - - - - - - - ---- 2x F8 I TOPSOIL 1 "DESIGNED BY: DRAWN klY: Arrnvvcu oT: JDL ( JDL Alfioitioai��, SCALE: DATE: CHECKED BY: DATE: �1"a50' H 1"=5' v 4/6/05 24" HAND PLACED TYPE "M" RIPRAP \ \ d50 -tA \ 12" TYPE 11 \ GRANULAR BEDDING \ SECTION A -A \\ SPRING CREEK `- ------ 1 ..1 !3- 1�1 ii/ . I ,p 50 25 O 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF 3/IDS APPROVED: GTY ENCINEE§ DATE CHECKED BY: & rer, a WA WA D 14W 1218 W. Ash, SUlte C Windsor Colorado 80550 CHECKED BY:: Phone: (970) 674-3300 STORMwATLR UTIuTY DATE Fax: (970) 674-3303 BY: ('_- (�� 6 /1.0.� I N T I R W E ST C O N S U L T I N G G R O U P CHECKED 5 k �REAPON ec DATE CHECKED BY:� TRAMC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SPRING CREEK TRAIL -PLAN & PROFILE 27 OF 94 f�1 274 V TWEPERLINE RD. s 49 I1 A J 1 -1--� I 4936- NOTE: STORM 1 IS GNED FOR E t I 1 \ 4 EX. AREA INLET TO DETAINED RELEASE FR THE FUTURE REMAIN . ( POLICE STATION AND THEN A ITIONAL FLOW TEMPORARY T ! (DEVELOPED DETAI RELEASE) AT CONSTRUCTION I i MANHOLES AS SHOWN I THE DRAINAGE EASEMENT i REPORT F THIS PROJECT. SLOPE AND � ` I I SC GROUP /NV89 MENTS, LLC 1 DRAINAGE I I v ----------� EASEMENT _ _ I '" i UTILITY EASEMENT - -------------------------------- I I I I ------------ - �'-----------------� ---------- _ i --�� ------ ( }---------- STORM 1 l L-------- --- -�---- L--------- =-----T--�------------------�—_� Row_ --------------------- -----% ----------__ —_ --___ _---�______= _ -----.------------ '------•-----. --_ �-----_-_--_-.---------•- - -- � (� I CC4�C-- W W W - W - W W W -?} CSC- W W W W W W -14` COfC-' W W W W -1f'ci•-- ul.._�.. I � w PR OSED r WAuc - NORTH TRIG. 10 SIDEWALK CULVERT h 49 PROPO UNDERORAIN MANHOLE TO REMAIN. T HASE AT EXISTING '8 A r 3 r T r- r r r r r r r r r W/ CLEANOU r I I SUDE' T 9£6� PROPOSED CURB L£6� \gy�PROPOSEO UNDERDRAIN nmAND W/ CLEANOUTS -, EX, CURB TO REMAIN--- C�Y— w _ - - s- - -mow.- - - - -.a �.•aawen G _- ----- G G _ G - �G'" _ - --d' HP= G .._-_ G —d` HP- G C - C G G --- -_- G -- G G --8' HP-- G C 1 94 4942 494: / �I __.4936 / 9J _ +938 1494 �-_ TIMBERLINE ROAD TIMBERLINE RD. i CONTROL LINE ( PROPOSED UDERDRAIN 938- Q W/ CLEANOUTS (� EX. CURB TO PROPOSED CURB Nt RCIW REMAIN 4936 AND GUTTER Q -� �. vnuTy Q J� EASEWMENT EX. ROW 1 4935 EX. ROW I� I n w :� PROPOSED T WALK 4936 1 6 _ ^ I It II " a ' - I �Q' k� S/DEH/LL I �r 1 I------J1�— Z v SIDEHMLL �1 j� ° I) I I `' a it li 36 FILING ONE r FLING ONE SC GROUP INVESTMENTS, LLC I CONSTRUCTION I 1 I I /NTEGRA TED E4G%T/ES I I I M I EASEMENT 50 25 O 50 100 CITY OF FORT COLL/NS I 1 1 SLOPE AN0 I FLE/SCHL/ ENTERPRISES i M EASEMENT I SCALE: 1 FO' ( 11 I I TEMPORARY CONSTRUCTION. SLOPE -'�--- �- AND DRAINAGE EASEMENT -----"-- Q ORARY CONSTRUCTION. SLOPE 1-------- + N--------' --- t� AND DRAINAGE EASEMENT I I _1----- I TEMP _\ - IIIy�I------- - -- - -- - ---------------- ------------- 1 i------- - - DITCH i TO BE ABANDONED i I i I I I I —4941 4940 I �I �-' I I I 493 4936 a938 UTILITY ------- ----I �� A VYY ' i I 4935 4936 4937 STORM 2 EASEMENT ------ g3ir� POND i� i UTILITY �� ' I 1 43 1 POND d 4932 STORM 3A" - EASEMENT }� I 49 1 I 1 `493J I 1 I I ¢ �� 9J 49J 493g 93 49J - - - - - - - - _ 494 ROW; - A _ - - - -----�= B - - - -------- ------------- --�-� -.�. ______________ _______ ------UTILITY b` 94 a--- — — STORM 28 PROPOSED CURB PROPOSED T WALK `I I r _ AND CUTTER r PROPOSED CURB 493--�_ ccrc- w w --- w w w AND GUTTER O w 4' cps-9I (PROPOSED UDERDRAIN 4g�` q w w w � w s4' ca�c— w\ w w w- w PROPO CURB W/ CLEANOUTS 5'E6 '_ r -' D GU psi r T- r— - T. T 4j— T. '- - --- - T - ---T- - --- r r -- r942 _.. PROFOSED URB - _ -. _-_ ._ .__�� ,; .•. '..- -'• . .. _ ��. -- - ... • -` W/ CLEANOUTS / --'^---4944-'--- PROPOSED CURB-1 PROPOSED CURB AND GUTTER 6 TIMBERLINE RD. / STORM 3 AND GUTTER q6�'--4942- TIMBERLINE ROAD - 9J G G C G G C B' HP� �,.. 4943 ._ ..0 Alai I G G G G G--C-ONaRO.I LINE G G C G G G ' HP— G ¢94J` PROPOSED UNDERDRAIN RR�ATION W/ CLEANOUTS - l RIPE . _ _ r all PROPOSED 7' WALK -" -- ---A-- -� - I I �1 — — EASEMENT ROW STORM 2 I 4938 ROW _ . _., r , - Ij I P. CON COORDINATE IRRIGATION PIPE — �- — — — — — — _ I w i RUG710N I � j IN YWTH SIDEHILL FILING TWO S/DEH/LL �- ` � � �_ �� arrr� �I =� �r� ~ � �� `� CITY OF FORT COLUNS, COLORADO SEMENT I I I I UTILITY —i Q ("- UTILITY PLAN APPROVAL N ---- -------- --1 MBA I 0 I I F/L/NG TWO EASEMENT M I — UTILITY I I' / I Q I (I 0R I �- r- -.� FILING 'oil ( - - - - PREPARED UNDER THE DIRECT SUPERVSgI q' / M r 2 STSIDIIHIORM LM PIPE M Q I CIN ENGINE DATE x� EASEMENT S I APPROVED: hS _ low _ — — — --` I 1 I I I ( CHECKED BY:E°` Ul R k WAS A TY D I W i — — — SIDEHILL 2 II I I i�l I ( CHECKED BY: STGRMWA ER UIiLITY p I FILING TWO I �'" I'"00 1218 W. Ash, SLft C E•x. Windsor , Colorado 80550 CHECKED BY- -PARKS sue'— nal DATE .. -- Phone: (970) 674-3300 LU t --4937- ' Fax (970)674-3303 CHECKED BY:��'-' W I N T! N W E S T CMONO"ON S U L T I N G G R O U P TRAFFIC ENGINEER DATE 0) CHECKED BY: V� GATE 1EXTE DED CURB & GUTTER tw 1VI%06 DESIGNED BY: DRAWN BY: APPROVED BY: SHEET - - APPROX. 1300' MODIFIED PROFILE 7/20/05 CITY OF FORT COLLINS TIMBERLINE ROAD WIDENING-INTERIMCOLORADO MPo I MPO 28 W` to-oS ENGINEERING DIVISION r<, s SCALE (DATE: CHECKED BY: I®ATE: GRADING PLAN -TIMBERLINE ROAD OF 94 - er PDrt Colliaa 1 1 =50 4/6/05 - - 274 rv- V A i N W� _1 CO H V) END CURB, GUTTER_ANb WALK FACE OF WALL POINT TIMBERLINE STATION TOP WALL ELEVATION BOTTOM WALL ELEVATION A 50+92.61 LT 80.16 4917.95 4917.13 B 50+92.74 LT 57.33 4919.11 4917.59 C 51+00.39 LT 49.80 4919.33 4917.80 D 51+47.46 LT 50.09 4917.79 4916.23 E 51+47.56 LT 55.96 4916.08 4916.12 L PROPOSED 7' WALK RO W EX STORM 8 II Q I i 11 TrwN LINE RD. C uj I t Ul TEARY ✓. --�--------�-------�---------------------------� �" V KEA TINC "'' I I �' NOTE: TIMBERLINE INFORMATION FOR BA TH LANDSCAPE AND POWER •� fit., I I ii� 'I I STA 61+00 To 65+D0 SHOWN ON I I CAChE LA POUDRE SLbPE/ R GE % \ PROSPECT ROAD GRADING PLAN. EQU/PMENT r 04� EASEME T ��\ , \ . II / JAI, STALL 2' CATCH CURB/NDUSTR/AL PARK CAL Vier N[ LO/ 'D GUTTER ON EAST SIDE f I�T '-. \ I I III I lj- ( I BATH DRIVEWAY TEMP. CONST. I TRACT i ✓OHNSON _: I -{ ', \ STORM 9 III I J HARRY BATH L_ _ _ _ _ EASEMENT T � RADES As SHOWN). EASEMENT e fi �y' — �/ P. CONST. EASEMENTIDEN CURB TO 2" O. \. — ^ III I h9 - THER SJD INLET. EX. ROW - - I i- --1 -F � DOUBLE SIDED AND OSED TIER� I I I TYPE "R" INLET 11 , 910�� PROSPECT ROAD — / SAWCUT — — — — x-/C @, CONTROL LINE ------ (y -,Ay 1 1 - �� 4 --------------------- END CURB # 5 AND GUTTER i - +-+ <x- G 490 STORM 1 W W _ - w 49p p w -�2' cT w - B i 9 `D "•" /I CULVERT FOR �g+f MINOR FLOWS SWALE TO i 20' DRIVE CREEK BANK �9 - % �� ! _ s g. _-- S s +z'- s s — S S S Y E)id:S GLUE -DOWN MEDI ` , � . � w -ar' cam- w S w--r*,n� w ' ^ 91 l W ; ^ i i TRANSITION TO A NORMAL W Y4' CQ C— w PROPOSED BRIDGE PO / 0 , �. c- 49a5> .. CROWN BETWEEN APPX. r - / -- _ `8y p�• GLUE —DOWN MEDIAN L T/MBEAL/NE AD lili, A 72+50 AND 74+50 r4 . , .. _ 5' CONCRETE 9j6 -1S' �, w G 9P,'9---M--- G —7 G C _ 4a— C C G... .C.. _ G C fr— G .— _. c SW CULVERT A AND RIPRAP A nM ROAD G c• -- c c c --a' Na— c c c c c c AT SE CORNER OF CONTROL LINE i w .-_-_ _ _ _ - n n i - _ - - - 7 % u� _ _ — — — — — — — — — — — — — — —_ _ .�..i►— — �.Y► — mes_ vrd.— _era► — .ar.—.vom�.. — - - ° 914 BRIDGE TO REMAIN w — — �c==cco�F---7� — -- s----------- — —---------=---------------- .COFCW W W o} ♦ I G �� — -------�= -----.---- — --- ——.—�--- �\ 1 — _ — 4---. _ .E .E 4 antes I .CURB. I _. _ I I F � J AND --- WALK -- O REMAIN j I _ =,` �, 7i�le--� - - - - - -----�_� .,J„ r...,.. % 97 I I I _ EX. ROW .. I >o r { T I I I U= d i _ � , +,, � �, , /MBERLINE P. UD . I� Q EX. SIDEWALK TO ` , \ FlAST F/L/N III _ p i I LOT 1 REMAIN U` , �� I i I BMC WEST P.U.D. . O I+ I �` m CITY OF FORT COLLINS, COLORADO \ \? d LOT f UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF' LOT 5 o I/ �� v mk, n ' I ( th i. I111I111 IIIIIIII+TIIiI �l I APPROVED: 'A I am ENAN"Et DA� EXISTING T A CHECKED BY: SWALE SYSTEM AROUND a wasMIDPOINT DRIVE TO REMAIN 1 CHECKED BY: oE�S V I 11 I 50 25 0 50 100 I 1218 W. Rah, SuKe C sTORuwaitrc Uiu:n DATE y lamr i I II !1, Fm Phone: ( 0) 674-o 00550 � k,�.__� 61f DS Il , I SCALE: 1 - b0 I s k EAnoN (V ,� SPRING CREEK I \ i _ ' Phone: (970) 674-3300 CHECKED BY: CENTER P.U. I l 11 ll,I I Fax (970)6743303 uj S ` CHECKED BY: W i �� 1 1 1 N T! R N E! T CONSULTINGGROUP TRAFFIC ENGINEER DALE c/� 1 1,1 i CHECKED BY: DAZE MMO=k■.ws �ir'rasorT.��s�w•u�iunMn•�•w�•mw,ri�n��1 RVISIONS: DATE. DESIGNED BY: DRAWN BY: APPROVED BY: SHEET EXTENDED CURB & GUTTER bI.wlyl1dK CITY OF FORT COLLINS, COLORADO MPo I MPO TIMBERLINE ROAD WIDENING -INTERIM 29 APPROX. 1300' CHANGED NORTH MEDIAN TO GLUE DOWN, MODIFIED GRADING _ SCALE: DATE: CHECKED BY: DATE: OF AD�NG AL NGALONG SPRINRR,REEKSED 7/20/05 :' cf 1»=50' I 4 6 05 I GRADING PLAN —TIMBERLINE ROAD ENGINEERING DIVISION of icrl`Co111n. 94 �� ■ � i � ie � i . i �wswsn•*� „......„..„,.,,„_ ... ..�,-•,.�...-mom ,. r+a.+-,. r...,.f>_. -.: ...®r-�-�..+w�a► _ _ _ _ _ � - _ .. ...,.. lily—r»"-.^'^ ""�a*�+-.w^"' .. CENTERPOlNT PLAZA LOT ) 1 i RIVERSME N C/TY OF FORT COLL/NS TWEIMNE RD. ir EX. ROWEXISTING \ t I REGRA I ACCESS DRIVE ------------- I END CURB - - - _ VEMENT AT EX. CROSS SLOPE �, i t1 i 4910 t I I AND GUTTER (NO CROWN. ROAD DRAINS.EAST) - " ___. i i i i + 49 ��11 MATCH EX. 09' II II 1 EDGE OF 1 ASPHALT i i i i PAVEMENT -F l — =r- s s s s - `" — -� s` — *+-I**- S Aa 5 5 5 5 8 5 .�. __. S- I 5 S S --f'� y� �— W"W —t — — — f1 -- { — 76+00 77+00 i i i � TRANSITION TO A N MAL —t— — :--- — 1 — — F — —7+00 11 1 7B+00 79+00 11"�79+76.79 CROWN BETWEEN APPX. — — —+— -, i m—, — — 1 — 1 �{ u 5$TA 72+50 ANn 74+50 C" C - G G G G i I�--+}�k°— G C G -G —� G G G CI�, C G- - G G m C G C G G C f+i -rT C —61 ii- G C C- G C G I C C G it ar— vwlA...- �rw� bvoi. _xwn— �rw� — yw► _„yYs vre�— err — swill- — — peal►- vWn— _ror itrs —ww.. Derr- �unm_ _ww— arr tee+► — area—Vrr..., rww _�wr — �rw.._�eerm— _xw. vrr.— yrr...- zap wen v _wr— -►. vr� _roses. — yw — ara� 5� i ----------------------r �.,��.f ��----- _.. - ----- --- - ---- - .a ----= _y. . -�------- - -_ £ _ I E f £ E £ — E�� — E f-- — — —x �1 it I ri 4908ir U, EX. WALK TD.. 11 II -------------- REMAAV... _.. u r 0! 6 I � I I H ROWCD 1 CACHE LA POUDRE /NDUS MIAL PARK TRACT 3 I 50 25 0 50 100 \ SCALE: 1 " = 50' co 1 � g CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: n ENGINEER DATE CHECKED BY:—�� WA k WASTFTM Ula11Y DATE CHECKED BY: STORMWA UTIUTY DATE 1216 w. Ash, suite C Windsor, Colorado 80550 CHECKED BY: At A. Phone: (970) 674-3300 PARKS k RECREATION DATE Fax: (970) 674-3303 CHECKED BY: N T I R N E S T CON S U LTING GROUP TRAFFIC ENGINEER DATE CHECKED BY: DALE [[[[pfRFE_V1SIONS. DATE: °ESI°"E° BY: DRAWN BY: APPR°° BY: TIMBERLINE ROAD WIDENING --INTERIM SHEET 6 CITY OF FORT COLLINS, COLORADO MPO I MPO 30 of' Fort SCALE: I°ATE: CHECKED BY: DATE: GRADING PLAN —TIMBERLINE ROAD °� 94 ENGINEERING DIVISION Dt coffins 1 "_ 50' 4 6 05 ;...... ... ._,.:-.. .,:..-.,...,, .,... ..-'--,-�...._,.,-, _.�.,n.._.M,-.,.._,.,.«:... __ W,.�, ,,, .. -.. ....�... ....nr.r .. . - �^•.. <_ ,. ,..--�se.../K=`�/MIMIX�+e�' . . :. - .. _ w w., ... _ .. ....._.. ma+'»,�ry, rw i^"'-C ,_.. _ �'S!'�RaM**T_y_ .-*+^-,M-..•. TA1e� ��IIIO�MIriY1�111 wYYYI��I U4 �f C4 50 25 0 50 100 SCALE: 1 50, UPLAW"S 7 1. L: tn suc WEST P. u. D. tor i (D III , , 90 0- 0 II EX. CURB, GUTTER AND WALK TO REMAIN TIMBERLINE RD. EX ROW 4wBERuNE ROA CONTROL LINED PROSPECT — A/ A/ 7WBERLM P.U.D. A/ OPOSED CU H 7HOMA S BATH AND GUTTERRB I � (i I FIRST FILING III tor i A/ PROPOSED CLUE DOWN MEDIAN A/ HARRY BATH EX, BRIRIDGENGCREEK O\ER SP EX. ROW II EX. CURB. A/ PROPO4ED CURB AND GUTTER GUTTER AND EX ROW 10 W/ 8' ATTACHED WALK (ONLY WALK TO REMAIN TO HCAP RAMP) PROPOSED CURB AND EX INLET TO f J GUTTER W/ 8' REMAIN ATTACHED WALK EX CURB' -7 w WALK TO REMAIN fj GUTTER AND le 11 � ROW ++ TAM 315+00, If 313+00 Ire— 4913 49 ROW G c gt 2 49 Ts r RD. 3jj+00 4912 rn w PROS w If ___3 Iff --- I I 4 MATCH EXISTING CURB 491 _ -1►i / -= a - is--�?- - -= r - - - _ _ = = — - - - .. WALK GUTTER AND S S ECT ROAD _____*R_0POS9D CONTROL LINE 4910 If w cwt— W MEDI N W (21w W W� w _w w —00- �1L 0ou STORM 13 Q� 300+00 + =73U�� - - - m- - - - PROPOSED RAISED MEDIA 1_111�1 = - ------- 4� - - 1 506 305-�00 9 ni TOR r r STORM 9dr" E R I OW FO MATCH, EX' C PROPOSED CURB AND G TTER W U rRA c r A ATTACHED PROPOSED CURB AND ADJUSf 'EX. MANHOLE TA HED WALK 50 (�TTER W/ 8' ATTACHED --To \�-- — — — — — - — — —— *9 WALK ROPOSED CURB 0�, GUTTER W/ 8' ATTACHED WALK All V, MAR Y J KEA 7NG bmsvumP- od CTION EASEMENT PROPOSED 10' TRAIL WITH W BACK OF SIDEWALK 3' RECOVERY AREA STORM EJ T ADJACENT TO CREEK 492 SPRM CREEK CEN MR P. U D. STORM 14 Fol?r colums c/rY OF V* LOT 4 GRADING AND RIPAAP 49 AT SE CORNER OF sp Am POSED BRID TO REMAIN 1,-,'BRIDGE OWIDENING J... .... NOTES lit 1. ALL EXISTING FEATURES TO BE REMOVED ARE NOT SHOWN ON THIS PLAN, TO VIEW SEE REMOVE & REPLACE PLANS. STmm CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED LINDEI THE DIRECT SUPERVISION OF LOT 5 A A APPROVED: 9v a L 0/� DATE w "0 "02 3 1218 W. Ash. Suite C X 610INS01V Wndsor, Colorado 80550 CHECKED BY.49L7 -3300 1 11, R WAS �ALM D x� (970) 674-3303 It FsPhone: (970) 674 CHECKED BY: 4MWATER UTILITY DATE INTIRWIST C 0 N S U L T I N G G R 0 U P 046 -!AV CHECKED BY: r� 40-jr-os "PARKS REPREATION DATE CHECKED BY. TRAFFIC ENGINEER DATE 1704FPEO r BUSINESS 4RP.U.D.BLOCK I CHECKED BY. DATE 7 a m v 7, --------- ------- RZ N DATE: — - ----- - - -- ----- S'0 S' GRADED MAIL TO UNDERPASS gLio It/I/Air D BY: DRAWN BY: APPROVED BY: HEET ADDED STORM 14 WL 10-Aw-W 7/20/05 CITY OF FORT COLLINS, COLORADO mpo mpo TIMBERLINE ROAD WIDENING —INTERIM 31 'T SCALE: DATE: CHECKED BY: (DATE: ENGINEERING DIVISION 4,Df to, col AD OF 1 =50' 4Z6/05 GRADING PLAN-PROSPIECT ROAD A 94, im r� N LL1 Cn U.! r �vts�a C -1 2 � 4 0 I I I I I L.: I SECTION CORNER N 1444864.80 E 3128882.18 11M CONTROL LINE STA 10+00.00 N 1444864.43 E 3128919.38 I I� I I' arr of mou coum 1 NOt'14'46'W 2235.00' 35+00 iS+{001 NO2 Ot Ot"W 637.02' 3' 20+00 T11M4ERLAVE RR SA7Ef L '- X FLM TWo IT /�[AVQ TWO I FA.W G ow 1�c CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CLt 167.13 50000 1' 167.13 CL2 405.62 37000.00 7'41" 1' 7"W 405.62 CL3 112.71 2150.00 112.70 CL4 158.82 2150.00 7 6" 0 •1 '4 " 158.78 CL5 393.93 2340.50 8' C N84'4 ' 7" 393.46 CL6 256.50 1065.00 1 '47' 7" N 4' ' 255 88 i WESTERN SLOPE at GAS COMPANY L g 4 + � N i W rn k44'4TW 1 �...�.- •F- .46 CL2 7 iNB6?154E RD SADEH2L JcXNG TWO DATE: NING 7/zo/o5 -} Sw a/R/tom JrjLn Lww A 7EOiRA TED Ewr/ES 40+00 SECTION LINE (TYP.) QUARTER CORNER N N 1447516.77 E 3128880.95 SVEML FLAW TWO PROSPECT CONTROL LINE / / STA 300+00=0 -� N 1450153 76 / CL1 E 3128063.15 / ip"AID^S PROSPECT BUSMESS PARK P.U.O. BLOCK f / / / 1 120 60 O 120 240 / I SCALE: 1 " = 120' C/TY pF FORT CA _ LLAVS LINE (TYP.) i i 1 BATH 0 ANWXATION I a� PC • 305+02.56 8 I CACHE LA POUDRE $ TERRIj Y .� I I AIIDUSMIAL PARK - 1 RAOT 1 KEATAV© I I ----- ----- '�`\ I BATH LAAVSCAPE I i $�� /ItARRY BATH I RAID POWER s C6NTROL LINE -CONTROL LINE T 4 EOUPMENT- + CALM A LOURS TIM CONTROL LINE STA 63+10.19-�-- IS'QA/ PROSPECT CONTROL LINE STA 307+52.75 w L - - _ 71M CONTROL LINE STA 79+00.00 N N 1450172:64 J N 1451762.03 E 3128815.31 as (L CIS_ 60+00 _ moo N00'08'45'W 395.80' °D _ 75t00 E 3128840.59 55+00 -_� a�� .78 »w v N00 08 45»W }- - H---- F- ---4- - --+--- -7.100+---- f- -- --M- - -i - NOi.22'28'W 183.69, 3 N C4 N� 19"E Ti��SERLI�C RD. - - SECTION LINE (TYP.) - N01 22 51-925.81'- UI - n SECTI - - - �---- N SECTION LINE (TYP.) N 1450169.00 - _ _ E 3128870.38 1 Lor 5 PT - +� Z PROSPEcr- I CACHE LA POWRE I TAMBERLAVE P.UD. I BMC WEST P.UQ AIIDUSTR/AL PARK I CENTERPOAVr PLAZA �K I a � F/RST /� AVGi I LOT f I TRACTS Windsor , Colorae 805W OJ /� LOT f I CMER SECTION $r+'tifl� y LOT 1 I � (�') ra I I I Fax: ( t0) 6 674.3300 t Fax' (970) 674-3303 TRACT , ,n I INTaitwa8T CONSULTING G R 0 U I LOT 4 II A ( 311+ I 00 I I - ' I Z 1 PROSPECT CONTROL ME I - -r - S5 STA 312+00.00 N 1450249.85 IS. E 3129255.69 � I PREPARED UNOEI! THE DIRECT SUPERVISION DF 1 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION CITY OF FORT COLONS. COLORADO UTILITY PLAN APPROVAL CHECKED BY: i¢R kk A -' r iY DATE fWAS1 CHECKED BY: STORUWA.TER UluTY DATE CHECKED BY: 'PARKS 6: DATE CATION CHECKED BY: AMC ENGINEER DATE CHECKED BY: DALE SHEE1 DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM JDL I JDL 4 SCALE: (DATE: CHECKED BY: (DATE: HORIZONTAL CONTROL PLAN °� 94 Dr Yore c0 1 "=1204/6/05 W, _ RIVERSIDE UWIIaN PACIFIC RR at 1218 W. Ash, Sulle C \ , . .... I A VJinasor, :Colorado BOSsO ( -� EX. Row ✓.I I ! Phone: (970) 674-3300 I O RD. Fax' (970) 674-3303 OLRUN PROSPECT-T/MBERUNE P.U.D. INTtRNltT CONSULTING G R 0 U P ICB �r--„--ir---i<'- FIRST FILING LOT 1 j & ti I i Q H. THOMAS BA TH ` HARRY 8A TH I I -- PROPOSED - 4971 __. ___ __ ._ _ it . r I i - ' ELECTRIC VAULT II \ AND PUSH BUTTON POLE PROPOSED SIGNAL CONTROLLER _ PROPOSED ROW PROPOSED PUSH BUTTON POLE ( k!r 0 0 - - I r O E _ EX CURB GU W ' w vvti rJ / PROPOSED CURB AND GUTTER I V r 3 __ FC :. ° y. _ _ � � AND » I ( W/ 8' ATTACHED WALK "n r G 11' '� ` ��' -'� _ yy P2 (ONLY TO HCAP RAMP) N �� '—�f .r. - I REM E IN ` I` r PROPOSED ROW I • 6 �' .� ��r - --._..4912 _.... �N �i..I II ❑ �, / J/ t97,r..a . I e 'a // \ `�" A - _------ W 3 00 PROPOSED CURB AND JJ ��' GUTTER W 8 T ' TTACHED WALK 11+ y I PROPOSED PUSH BUTTON POLE _ ` ' ' E %4 _.- 4912'~ -I--- w PROSPECT RD. CONTROL LINE w 42"$ �- w +_----- » CO i --- $ W Rp ,_- 12�- __ --- ------------------ T f f-'' 10+, F__�'- T" $ pROS 3 3 -- - - - - - - - - — - - - - - - - - - - _ W - r 3 W u / a m a a s : a sx � �� S _ ih _- _.. _. _.. _ _._. .+ . J .a .—asap-a.��.�1as.. . _�—a.a. sa��..s':saasa s-- ^- +' $ U 1�� .. .. .._ _. __ ...__.� (Y\'j _ ',:.'�' ' 41 `<' .4912 ..-. ---.------.--_-- _$ S S » S S S r w W OUTFALL CURB W 8 r EX. CURB, GUTTER �� 93 W W W AND WALK TO REMAIN 's PROPOSED RAISED Iy W 'a MEDIAN W w 12 COFC w w w w w — = ti" _ -\� OUTFALL CURB _. _ - �y�� ---• 77. e<.. .� j I r-- - 7+00 ,.*w S1 PROPOSED ED .. HAR4D9 SCAPED MEDIANarv" gL d 305+00 / - t' CAT H CURB 's I f CATCH CURB i > TO STA 309+90 _ PROPOSED TRAFFIC T T T- rn T W SIGNAL LOCATION (TYP.) E E T T T k9 _. PROPOSED STORM SOPE EASEMENT EWER T W si �t /4rl' l FO FO—-%FO FO T-__ IT�E FO r. - r rr-- - ,F f f - E O L� �'i FFl 14. M� PR CURB AND It -.. OTw GUTTER W/ 8' ATTACHED WALK r ' �_ T - CURB 1FL \8f' e i 4.9 � ALL� r 1 r OPOSED CURB AND GUTTER 1 - w/ B' ATTACHED WALK - ` �� r\ '�•� ; - TRACT A 60 r�Q,rrrr ,t0►' $ ( J o i 0 - 1, SLOPE EASEMENT Fo 1' CATCH CURB I DIRECTION of FLOW + l 4910 - l , , ^"GWEDOWN co CURB 4910 / 20 10 O 20 40 CR BRIDGE LANS FOR WALL INFO. ��••• { i TERRY J° KEA T/l�/G / - \ I SEE SHEETS 40-49) .= SCALE: 1' - 20' / 3 _ - MM I' g jSTORFi I l /4903 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION o r - CITY OF FORT COLLINS, COLORADO `` UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF C� I APPROVE . 'CITY ENGINEER DATE Ob I= - .CHECKED B -CIA p CH Y: N � - wA TE unu ATE CHECKED BY: '/� SIORM)NA 17 UT,, 1 DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: AMC ENGINEER DATE CHECKED BY: DATE ,DESIGNED BY: (DRAW MPO SCALE: DATE: Of Pori COMM 1,> = 20' 4 Po �' TIMBERLINE ROAD WIDENING —INTERIM y"32 CHECKED BY: IDATE: TIMBERLINE/PROSPECT INTERSECTION —GRADING OF 94 VCXD C-1 274 Cal ?74 V CAP mI STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES SEPTEMBER, 2003 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY—FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH —DISTURBING ACTIVITY OUTSIDE E LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING. GRADING, ETC), ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON —SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE —DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. S. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UN L MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS —OF —WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING. ETC.) IS INSTALLED. UNLESS OTHERWISE APPROVED BY THE CITY, 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2 WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SU NOING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8 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 INFRASTRUCTURE AND OTHER PUeUC FACILITIES. 9. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBUC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PA ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPI REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTAN INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS. OIL AND GAS PRODUCTS, UTTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL. STATE, AND FEDERAL REGULATIONS. 13. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR C04CRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL HILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 14. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MdPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY. r STORM 1 6 SIDEHILL FILING ONE SC GROUP INVESTMENTS, LL C I NQN I SIDEHILL FILING ONE yC LEGEND FLOW DIRECTION EXISTING PIPES PROPOSED STORM PIPE . PROPOSED INLET LOCATION EXISTING 5' CONTOUR EXISTING 1' CONTOUR PROPOSED 5' CONTOUR 4905 PROPOSED V CONTOUR SILT FENCE O. ' CONSTRUCTION ENTRANCE OV WATTLES 1P1 INLET PROTECTION (NUMBER DENOTES CORRECT DETAIL) ® RIPRAP STORM \III CITY OF FORT COLL/NS SEE PLANS TITLED "SPRING CREEK FARMS' FOR GRADING AND EROSION CONTROL �+ MEASURES ASSOCIATED WITH THE LOOP ROAD DESIGN. STAGING AREA 2 1 O 1 PROVIDE GRAVEL CONSTRUCTION ENTRANCE m S/DEMLL FILING TWO NOTES: 1. SEE LANDSCAPE PLANS AND SPECIFICATIONS FOR SEEDING AND MULCHING REQUIREMENTS. IL----------- -------- ----- -- r ( �\ 1 I co 100 50 0 100 200 ( Ico V? 1 SCALE: 1"= 100' I 1 SC GROUP INVESTMENTS, I r LLC ( I I I V PROPOSED IRRIGATION PIPE I FLEISCHLI I I (PER "SPRING CREEK ( ENTERPRISES HARMS' PLANS) I ' 1 ; INTEGRA TIED EOUITIES r------------- - --- P----- s-- ze--------- -� - STORM 2 _ _ i — - --- ' -- --- --- STORM 2 CONNECT TO SIDEHILL -� FILING 2 STORM SEWER SIDEHILL FIL/NG TWO O m 1216 W. AA, Suite C VWndsor, ,CColorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 1 NT ILR WIIIST CONSULTING GROUP STIDIN 3 CONNECT TO SIDEHILL FILING 22 STORM SEWER SIDEHILL FILING TWO PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: /�OS CITY ENGINEER DATE CHECKED BY: TER & WAS A U D IT CHECKED BY- STORMWATEN UTILITY DATE CHECKED BY: Cony f t --- &-ems KS^^h//pREATION Ce X DATE Ic ATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY- DESIGNED BY: DRAWN BY: APPROVE° BY: TIMBERLINE ROAD WIDENING -INTERIM SHEET LORADO MPo I MPo 34 OF SCALE: DATE: DA 4 6 CHECKED BY: IDATE: EROSION CONTROL PLAN �,� CoI11na _ / / 05 �.A 94 ., _ ..,;. s�.....a_.,.:�.,_w•o-,++-.... .-+asr-..:.. I.."=,,.*:+pia/ __ - - _.. -... .: ...,-. -..... C -1 274 22't F LEGEND d` PR 0 D 5'x5' IF LAYER 1 1 'I'IME FLOW DIRECTION I I uu N O 12" RIPRAP (d50) AT NOSE OF PEER � EXISTING PIPES n 3'�IINKIM PROPOSED STORM PIPE i I M E 11 -1i-'— -- — — — — — — — j a i'I UPLAND'S PROSPECT cj PROPOSED INLET LocaTloN --- T FO \t .. V BUSINESS PARK P.U.D. EXISTING 5' CONTOUR 111011 LOT f r r r" DOUBLE LAYER EXISTING 1' CONTOUR \\ \\ I I wf� 1 �A73 12" RIPRAP (d50) ' � \\ \ /1 ACADEMY CT. r r �a �� 1 r L� 3 PROPOSED 5 CONTOUR \\ / X IL 1 4905 PROPOSED 1' CONTOUR \ \\\ a fry— r r r I PROPOSED 5g,2 DOUBLE LAYER N� \ \ Y r ' 12" RIPRAP (d50) b SO N SILT FENCE \ \ Y \ UPLAND'S PROSPECT 1 T/MBERL/1VE RD. / CE `fi` s CONSTRUCTION ENTRANCE \`� �, \ % w'I BUSINESS PARK P.U.D. r 's"TO REMAIN CCOONCRREETiE TRAIL � w V WATTLES \�\+ �� lYrl BLOCK f INLET PROTECTION (NUMBER / O DENOTES CORRECT DETAIL) / N ® RIPRAP I = Y r RM 1111 r •� I \ mR� EXISTING !� UNDER RAILROAD. OUTLET 1 g�z C/TY OF FOR COL LOCAREGIONAL POND'1 I ( ,I " I , � ,. ' ` � � � - H. THOMAS BATH RIDGE RIPRAP DE All. /�� 1 i I CACHE LA POUDRE 1'-40' INDUSTRIAL PARK 14 1 - 1 I TRACT f T/MBERL/NE T/NC� STAR I II VSMRM II ——------- 1 ` GRADE swAlE To CONNECT To THE DRAINAGE .01 If N1 +'—------- SYSTEM NEEDED WITH THE REGIONAL POND. / JOH/VS \ TBA TH —LANDS——CAPE— AND POWER STORM 10 / l rA ( I I / DOl1BlE � I l ( 1 s TYPE R "LET (OPENINGS BOTH WEST AND EAST) Q I � STORM 5 �/ / (� BRIDGE RIPRAP DETAIL HEREON ' r r I EQU/PMENT USE EXIS7INC I AS JUNCTION BOX. --- — I I TRI "x30"NLETCP. � sroRM e ' N I HARRY BA TH � , PLE 19 STOW 4 in- P � LINE RD. \�` f'/MBE L/NE RD. nl ) - IP1 _ - _ _ _ _ _ -^. - - / IPt .. _ a as scaca®raasr zra--R'� _ .r_r-i .s.r �-+.- i ii it ilf+f____f __ -_ i-�w�.� • _ ________ ___ +Yq+i::aa i`a ice' _ _ ________ _ _ ___ — SF SF �� . 0 t y PROSPECT- � SirI ' n i NI '" '"ESPRBRir°�GEc= ( r i \, I� T/MBERLINE P.UD. I BMC WEST P.U.D- ' PROVIDE SC150 c6CGNUT N NI NNOTE srttE'w wlu eE '� I m 1 LOT f CACHE LA POUDRE STORM B 11 D1AUM THE r— ' �, EROSION MAT ON THIS SLOPE:' EXISTING CULVERT TO C) tl V FIRS; F/L/N!3 I " " I CONsmucnoN OF THE POL I y 1 I AOUS MIAL PARK S/DEH/LL � �+GT►+�• I \ n+ p, LOT 1 I I RCT 3FILM TWOW I LOT S �N-- — LOT 4 ,� M tt n0 LOT f EXWN NETLANDS N , I STORM 3 --------------— T SPR/NQ CREEK- — — 1 " IP1 ^" " y I I 1 TRACT A� i %• 5 I I CENTER P.U.D. �... J M I I 100 50 O 100 200 SCALE: 1"= 100, V I PROSPECT BRIDGE OVER \ \ \ I I SPRING CREEK A I I — — — — — — — — — — — — — — — \ CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ' + \ PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: f S CITY ENCINE7 DATE CHECKED BY: IER k WAS ` A "or NOTES: 121E W. Ash, Sums C CHECKED BY: STCRMWA ER UtiUIY -- DATE Windsor, Colorado E0550 1. SEE LANDSCAPE PLANS AND SPECIFICATIONS FOR SEEDING Phone: 0) 6 -330300 CHECKED BY: —C AND MULCHING REQUIREMENTS. Fax 1s�o> era-ssos Ks e� E�REAnDN DATE I N T R R M!!T C O N S U LTING GROUP CHECKED 8Y: '� �•aV DATE AfF1C ENGINEER DATE EMSIONS: DATE: REVISED EROSION CONTROL & LABEL i�L) EI/I/O6 REVISED GRADING & RIP RAP ALONG SPRING CREEK, ADDED SWALE ALONG RR 7/20/05 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO 60r SCALE: DATE: CHECKED BY: DATE: AL 1 "=100' I 4/6/05 I I CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET 35 OF 94 C -1 274 EROSION CONTROL PLAN T---1 CONNECT TO EX. INLET STA 0+28.71- SC GROUP DEVELOPMENT, LLC 1 ' CL STA 10+88.36, 118.48' LT STMH 4 STMH 5 STMH 1 STMH 2 STMH 3 STA 7+35.77= STA 9+85.77- I STA 0+93.08= STA 2+73.95- STA 5+48.95- 17+89.91. 72.54' LT CL STA 20+38.94, 72.aV LT --------- -� CL STA it+44.49, 95.21' T CL STA 92.60 LT pRppp�p CL STA LTROTATE CONE WEST CONE WEST �-_---_L ROUTE CONE SW ROTATE CONE WE ST NE' W ROTATE CONE' EST ------------------- ______ ------------------- 15'T.C.E. -+-{ L--------------- ------- -------------------W- ------------------ --------------------------- LRCRLOTSAT"E ------------------- --------- - Jo• Rqc---------------- -------- -------------��s---------------------- ---__ --------------- ----------------------------'- ___ - ____ _--___- - ________= ------------------ 10+00 11+00is' U.E.---------------- i 18' SE. dl D.E.+00 �p 2+00 3+00 $TMMOMOMENOMor ERM 1 4+00 30` RCP 5+00 -�------ 7+008+00 15* U.E. 5+00 4" ROP 4' RCP 9+00 STOitM 8• RCP +OO ----------------- 'COCW W- W - -- - w W W W- 24`L`OFC W W W W W W-14"CQ�C✓ W W INSTALL 10' CONCRETE SIbEWALK PROPOSED FL r r r- r CULVERT ON EXISTING CURB _ r r r r r r r r r r r r r r r r r r I CL STA 11+51.11, 79.80' LT mm FL CURB- 4934.40 TIMBERLINE RD. `- TIMBERLINE CONTROL LINE C\i 0+00 `, t Ilk Q c 10' WIDE CONCRETE CHANNEL O 1 OX TO A POINT 2' PAST SIDEWALK -G G G G -----12+00 - .. - )- -1340 21+00 22+00 --- G G 8' an G G G Q j END RCP 1 Q I (PLUG AND MARK) 1 I I L 1 (1 1-14114 1 WHIM I I I TWOERLM RD. IL---- CP_ TTW 24- COFC-- �� STMH 6 STA 13+48.97= CL STA 24+00.02,- r r - 62.50' LT 0 ONE. AST 24+00 -� 3 G G G -- 8T s8 5� n • n ~ Q 01 }} M }} Mf H OMi 4945� -TIT n Z N +rni N N> <�> s i &M < i rt Ft Ir1 imN PROPOSEDJADE1<-Vl 040 __- -- -.----,- ----- - 4" UNC MEDIAN RDRAIN EXISTING GRAD --- --- - --- _-- I__ ---__- --- 4935 \ _ ------ ----- _1� -- --- ------ ------ - - - - - - - - - - i ( DEVELOPMENT)n -..-. -.. - TER i4" i U MEDIAN DERDRAIN ,�,,, ,.� •'�" "" - • �' - • ..� 361.20 OF 18" RCP 4930 j i -.. -..- 250.00 LF OF -.. 86.82 LF OF 2 • RCP • 0. .00 LF OF 18" RCP O 0.44% 275.00 OF 30" RCP O 0.50% %i 7 IF OF 30" R • 0.50X 4925 , i 64.37 OF 30` RCP • .95% SEWER E EX 28. LF OF O 8.36X ST RM 1 (20. 'DEEP) 24" R 1 I 2� 2450 50 50 11 0,450 7 00 740 8 50 9 SO 1 00 1 50 11 00 11 SO 12 00 12 50 1 00 1 SO 14� 00 0100 50 1 E POND OUTLET STA 0+80.00 FES =FES--- FUTURESTA 4+13.18= FLEISCHL/ ENTER RISES 1o5s2 L34+63.67, -CL STA 32+43.05, 105.99' LT t��PROPOSED N --------OD I------ ----------------------- / w 24- r-32+OD- r - r G (b" HP G - 18" RCP 10' TYPE R INLET STA 3+46.1 D• _w_ CL STA 32+85.15, 55.67' LT TIMBERLINE G G G III G SIDEHILL 7 STA 0+0+0 0= F/LING TWO CL TA 34+63.67, 122.87' RT �._ �' Y ' END RCP (PLUG AND MARK) --_----- --1 STA 0+45.00- STMH 12 CL STA 37+80.37, STA 3+65.17- 103.50' LT CL STA 39+55.51 �__------- 72.50' LT- 3+00 18 RCP FES STA 4+18.50= I`-'- CL STA 39+98.55, LT 1------ - -- 5' TYPE R INLET STMH 11 r - r r- STAH1+68.37(STORM 2)- STA 0+46.50- STA 1+88.17(STORM 3)- r--- ----- r STA 0+00.00(STORM 2A)- CL STA 35+91.69, STA 0+00.00(STORM 3A� w CL STA 34+63.67, 45.50, LT w 55.67' LT >2 CL S A 37+38.13, w w w w - - w w - 25.62' LT - � - ' 37+00 N'+ 354 36+00 r r r TIMBERLINE g N CONTROL LINE G G G G -8' row- G G G G G G G PROPOSED FL *STMPROPOSED topo- S/DEfflLL sTo ROW I FILING T STA +7611, 12983' kSTMH 7, STMH 10 AND DOWNSTREAM SYSTEM TO BE RT y i INSTALLED BY SIDEHILL TWO CONTRACTOR. UPSTREAM »rrtxr=.rw+R'=tirwc�rr=,r�r i a/i irrwar7rlrxt'rx'��rrrrnrtarl[nrx SYSTEM TO BE CONSTRUCTED PER THIS PROJECT. I sx 8 � to. " m �"• o pip' N N N Y j� Z OPOSED GRAD 9 j \ TE-E < y � j >> �zK EXISTINGGRADE ATE 4935 GAS 100 HGL - N , . ,--Al RCP'O 0319% .�... �- ...� .. " OF 30 ....... �... CP O 0,56% RCP O 0.8 % 16 .37 LF - --- S ORM go NNN wn to r + f n IIn t3j {.= 4940 1 _ 0 TELE p ATER GAS I t --_--+--- EXISTING f ---- GRADE OF 16" 5 RCP 3.19% 9 r solf- 8 < y 0 S N N N N GRADE 8 o N w _ c EXISTINC, 1- 4940 - - - - -- v~i`Oui ro PROPOSED GRADE 100 YR' HGL 4930CIF ' 6 03. 4940 4930 STORM 2A p I" I C4 PR )POSED �8 � x 4 9,. E GR DE } It 8 � N . 1 iNORJ= g 4940 � N NWz YR. HGL 100 46.50 OF 18" RCP O 1.08X 4930 DO 6'x6'x18" E "L7 RIPRAP PAD W/ 6" SOIL COVER Ac 8" TYPE 11 BEDDING INTERNIST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 L T I N G G R O U P 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1. ALL �STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS INCLUDE FES. 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. ALL STATIONING IS CENTER OF STRUCTURE. T/MBERL/NE RD. 47+00 0 4E TIMBERLINE M M -CONTROL LINE- M - M 1 --PROPOSED EOA--�-� IRM 4 PROP R ED 18" FEiS FES CP STA 0+34.18= CI- STA 46+85.35, CL STA 47+STA 018 71 4;t.30' LT 39.46' LT---�------ C/TY OF i I FORT COLL/NS II I i W I 4945 . > <. ail EXISTING ig M23 GRADE PROdOSE9 d RADE 4940 15'x6'x18' IYPE "L" RIPRA PAD N/ 60 SOI COVER do TYPE 1 BEDDING 4935 6'x6'x18` "L" 34.18 LF OF 18" RIPRAP P W/ 6" RCP O 3.01 SOIL CON ER do 6` TYPE II BEDDING G+00 0+50 1+00 PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT COLLINS, COLORADO U.E. PLAN APPROVAL �S APPROVED: CITY ENGINEq DATE CHECKED 8Y: ATER 6: WAS W �� DmmcE CHECKED BY: ! K" STORMwA Ek U.E. DATE r+ CHECKED BY: -Lrs 6 S a REQREATION DATE -^- ./j'0w CHECKED BY: 46� '�� TRAFFIC ENGINEER DATE STORM 4 CHECKED BY: DAIS ....-.1 �._,_... _ . .... JE Dal c REVISED STORM 2 do 3 DATE: s 'DESIGNED BY: DRAWN BY: APPROVED BY, SHEET I TIMBERLINE ROAD WIDENING -INTERIM RA 188.17 LF OF 36" R • 0.92% _ ST RM 3 .. 100 . HGL 100 YR. HGL STORM 3A STORM 2B CITY OF FORT COLUI S, COLORADO MPo MPo SCALE: DATE: CHECKED BY: DATE: STORM O R ENGINEERING DIVISION`' 1 t(,l�/1 � Dr rDl'L CDI � "=50' H �'=5' v ( 4 6 05 s e _..... ........... ...,., .........,..-�.,_-�.--r..-.....-,...-,�...,,......�Xw,✓�IRR'ncsx.��ww.raw..is:.-.... - ,... ._. � o.-. _ Na-,..�.�sc.nnw*��er--+t^_.,... ,�.v�-'*-.�!+�tl�"+.�.� :,__�..-.a.-.,...... ._ . ..- .,. .-..» .2r-..... s./`�Ew ..� _ .....,��afwrtM��`�Il�`s=. ._ ..,.-_r-.- .. .vim. y.�.,r.-+._ : :-v-.-..-. SEWED -PLAN &; PROFILE I vV OF 94 I I VOID� �� -1 � 2 7_.4 ..,� 4x N +31.78- 7+15.47, 9 . STA 1+56 - -_- _ EXIST. - ----- -- - ---- 0 *LETS DOUBLE OW-EXIS 0 18 o =i RCP 0 9 I D - PROPC SED FL M M M I M M -�-yoo „Od M �00 ,OL I CONCRETE SIDEWA C 5' CONCRETE SIDEWALK 58+ ! .16' RT TA 56 1.44' LT. 9 UF B- 4914.11 CURB- 4913.76 WIDE CONCR NYL NEL MADE CON ANNEL 1 1 1 TO TO OF S TO TOE OF d56+00 TIMBERLINE TROL LINE 57+00 •. 60+OOI 59+00 ,.. - - +00._'.. --.:- ._-" STMH 16. _STA 3+57.38- STORM 7A 3 CL STA 57+12.32, 24.00' LT D IVEWAY CULVERT ST4055 --------------------- ___- - - - - - - M r'�---�- ----M-- - M M M M -•��•� -ti 15' TYPE "R" INLET _ STA 14+21.92 0 0 df .9 ng TA 53+82.91, 42.57' RT o T/MEISMINE W. °x g 0 0 0 0 TIA�B LINE 3 ��2 �� 0 CONTROL LINE 50+00 52+00 51 00 - F +._ - -+- - --54+00 1 o j P OPO%'E E A- M .�L M �l�'• �� 1 1 1 1 11 1 1p �`� 1� STA 2+7 . 52.4-48- LF OF 15' RCP O 2.1 x - ti 1 RCP t 5 �' �/�.'Sxv PROPOSED ROW J W/ 2 FES & RIPRAP STA 0+00 (STORM 7ALT ✓ STA 57+94.71, 25.37' LT 3+0 , p i INV. S- 4911. INV. N= 4910.Mi94 2+O0 %-- / fib, ��`TM 18 STMH 17 + i i i' FUTURE INLET w AREA INLET AREA INLET � �� STA 3+87.30- ( ) 14 % STA 0+23.45� � FES 6 LANE ULTIMATE 1 STA 1+93.44- L STA 57+78.08, CL STA 56+95.41, Cp CL STA 58+72.37, 48.69' i STA 12+58.81 41.64 LT j 0 I O 2 t1.97' LT�x�• CL STA 54+48.75, 72.54' LT 1 I - - J SLO E\�M1�\ / QOr►O i i - - 4 RCP / AINAGE ESMT. is / STMH 13 CAL 1//N J LD/S `�� n� A� ,''' / . / / FES STA 0+63.02 JOHNSON �a / PROPO SWALE FL CL STA 59+8 .17, / c•� '00s� STA 0+18.12- I / .JJ CL STA 60+ 1.07J 1 L / CITY OF FORT COLL/NS 100.00' LT / 10+0 i f / CONCRETE CAP 1 `t / (SEE DETAIL HEREON) 1 TA 9+66.25 i/ '.• CONNECTION TO REGIONAL POND `10 / /i BYPASS PIPE (BY OTHERS) 4920 4920 < � OPOSED N + o, <• yz - RADE + N z E NG :5- z 4915 i 6' x6' 8" TYPE _ -� PR P PAqaja 4910 -- W/ 8 SOIL EX. 13178 LF OF 1 31.09 LF OF 18" COVE II BE s 8" TYPE DING RCP O 0. RCP 40 0.76x FLOW FILL E IP U DER POIN DRIVE 4905 0+00 D+50 1+00 1+50 2+00 CORRECTED STORM 8 GRADING MODIFIED STORM 6 h 7 STORM A sz I ROWFES - �I I STA 1+26.12- CL o I 0.' LT.1TA 10+27.77, 2 i °FES I I I STA 0+00- CL STA 51+45.32, 166.94' LT I � I I ° I I I I � I d 4925 a rn ~ .. + PROP GRA �. 4920 FUTURE INLET y z GILL OWN C&G a;m .. (8 LANE) MEDIAN n r ULTIMATE �` dPROPOSE n c GRADE c rn+� 4915 n !L ACE // 4915 _-- - OF 14"x 3" HERCP O . _-�__ ---- PROPOSED ---- ALE FL • 1. ------ FIBER O T LE O GAS 0 Wn 24"f RCP ELEC C (BY OTHERS) Glire'XIIr TYPE "L" 4910 RIPRAP PAD W 6 CONCRETE C kP SOIL 0OVER k 6" (SEE DETAIL HEREON) TYPE II BEDDING 4905 4905 IN 4 . t TO =4909.5t 10+00 11+00 12+00 13+00 14+00 , •I '' n 4 A • - 4915 A 4915, .. GRADE. I I.r YR. HGL 4910 ■ I .0`4900 � �•w�i I 1 �s�, � � �s � � mow• r � �w � � s�� w � � - STORM 7 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 5 I VHM U 4920 Ol Ol N O' a� 4915 Rzz PROPOSED GRADE 4910 100 YR. HCL d N 4925 ++ ti EXIS NG• GRADE PROPOSED GRADE 4920/ \ 4915 _ -0 134-.32 428.12 LF 018" 6 x8 x18 " " " E L J4 RCP 04 STA 0+10 TO +40: 6'x6'x18" TYPE RIPRAP PAD W/ 6" FLOW FILL OVER 'L" RIPRAP PAD SOIL CONER do 8" PIPE TO PA ENT W/ 6" SOIL TYPE II BEDDING (SHALLOW C VER) COVER & 8" T'YP II BEDDING 4910 0+00 0+50 1+00 TORM 5 PROPOSED GROUND Q (CONCRETE CAP TO MATCH SIDE N SLOPE OF DITCH AT CROSSING) EXISTING GROUND K W 11�f77 � M z z B 4905 23.13 •E5.45 LF OF 18" RCP O 1.28% 4900 SEE NOTE 5 A " EXIST. 42" SAN. SEWER 10.0' B 10.0' 20' CONCRETE CAP SECTION A -A TOP OF DITCH 6.0' --I SIDE SLOPE T- _ 6 -' MIN, °I VARIES r SPRING LINE �- ' n EXIST. 42" SECTION B-B "DESIGNED BY: DRAWN BY: 'APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: .1"-50' H 1"=5' vl 4/6/05 AL I TIMBERLINE RD. 1. ASTORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS INCLUDE FES. 3. RCP STORM SHALL BE CLASS III MATH WATER TIGHT JOINTS (ASTM C443). 4. ALL STATIONING IS CENTER OF STRUCTURE. 5. VERTICAL LINES MATH UTILITY DESCRIPTION IN PROFILES DENOTE HORIZONTAL LOCATION OF UTILITY IN AREA. VERTICAL LOCATION UNKNOWN. CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO COMMENCING CONSTRUCTION. 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W.Ash, Sage C Windsor, ,Colorado 60550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERwElIT CON SULTING GROUP CITY OF FORT COLLINS, COLORADO U.E. PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: qTY ENCINEE� DATE CHECKED BY: A ER WAS LW U D E CHECKED BY: 4(-Al" STORMWATER U.E. DATE CHECKED BY: Cay CIO ON DATE CHECKED BY: •All" TRAFFIC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM ..37 STORM SEWER -PLAN & PROFILE OF 94 i�LN15ED G -1 274 IV 0 TO EXIA�1+31.78 --- --- -- --- _CON�ILCt STORM S ° CL STA, 57+15,47, 92.21' RT S EXIST. OW :t`0#00 - ----°--== STA 1+56.87- M ---- a.rZ CL STA 58+90.M, 89.62E RT 0 9 -.► 0 0 0 f� RCP / . _ N PROPO D FL r_�OZ M M M ' M M CULVERT- INSTALL 5' CONCRETE SIDEWAL CULVERT INSTALL 5' CONCR sIAtK CL STA 58 58.16E RT 6+72.64, 81.44E LT. CL STA 5FL CURB= 4913.76 9 F FL CURB- -4914.11 5' MADE CONCRETE CHANNEL- 1 1 �/ 5 WADE CONCRETE CHANNEL 1 1 TO TOE OF SLOPE TO TOE OF SLOPE a.56+00 TIMBERLINE TROL UNE ; >57"0 EO+00i 59+00 + - ' STMH 16. .. STMH 15 STORM 7A CLASTA 57+112.32, 24.00' LT ' DRIVEWAY CULVERT STA 2+74.05- 3 45 LF OF 15" RCP O 2.1% STA 0+00 (STORM 7A)- Y 18 RCP' W/ 2 S # RIPRAP (x STA 57+94.71, 25.37E lT + INV.V. S• 4911.54 INV. 4910.59 0 18: / C�. STMH 17 2+0 / i� 18 AREA INLET \1.1 AREA INLET v 14 i STA 0+23.45- / STA 3+87.30- YY STA 1+93.44- STA 57+78.08,/ CL STA 56+95.41. CIL STA SB+72.37, 41.64' LT 46.69E T i 41.97E LT i/ SL ��M'I� Q i 4 RCP / AMAGE ESMT. 1J 1 STMH 13 ''CAL Y/N L�0/S STA 0+63.02- JOHNSON FES Cl STA 59+8 17, STA 60+.00, LT - 1 �00 tX STA TA 60+34.071 11, i 100,00E LT t It / a 4920 n N a Q � � N t N OPOSED z_ GRADE ` - NG T~iI 9 4915 8'x6' 8" TYPE ' ___---- "- - - -- --===--=- - w P ft- 4910 W/ 6 SOIL EX 131 78 LF OF 1 31.09 LF OF 18" CO If 8E O 6" TYPE LNG RCP O 0.7 RCP 0.78X FL FILL EX. PIPE Ul, DER MIDPOIN DRIVE 4905 0+00 0+50 1+00 1+50 2+00 / NCRETE CAP -`E DETAIL HEREON) 16.25 ION TO REGIONAL POND PIPE (BY OTHERS) -J M M ML- 15' TYP R" INCE STA 14+21.92- TA 53+82.91, 42.57'.RT -------------------- ----------------- __M----' m - M-.2+W.1Z-M 9 -9 9 --n g 9 9 51 OOCO _ 0 OP� �Q---1 1 1 1 1 1- yze i' NZ PROPOSED ROW-' ito FUTURE INLET (6 LANE ULTIMATE) FES STA 12+58.81- CL STA 54+46.75. 72.54E LT SWALE FL C/TY OF FORT COLL/NSS STA 0+00- CL STA 51+45.32, 166.94' LT I m IN 4925 Its 1 m�ma .. �p PROP g}j' Mrni Oo x 4920 RE NLET TOI > N X GL OW (6 LANE) MEDIAN m ULTIMATE ^ _ I 5 5 PROPOSEDGRADE / / _ _ o �� - 4915 4915 r > ADE-- / / --' 1 _ 61 LF OF 14"x 3 " HERCP O 0. -- ---'-_-tt �� -_ -....-- -- --- -"'_ -'- ALE 1. ------ -- FIBERO T GAS LEO OQ 0 W!C -- 24"t RCP PROP OSED EIEC (BY OTHERS) i 6'x6'xt TYPE "L" 4910 RIPRAP PAD W 8 CONCRETE C P SOIL 00VER & 6" (SEE DETAIL HEREON) TY1 11 BEDDING 4903 4905 I TO-4909.5t 10+00 11+00 12+00 13+00 14+00 N rc 4920 og� �8 8 p N� � N "�• f`n g• ig •p Mj' f}• m^� +^ N inNj < EXISTING < 1 rn Z t<- F 1 z z GRADE W. 4915 4915, , OPOSED GRADE - ------ - � --� 100 YR. HGL \ 4910 4910 1 1 . - • • .- • ' ' 1.53% 1 8" 3.33 LF OF 18 RCP O 0.84% 1 2 if OF 2 4" ItO 80.81 IF RCP go.. % i 130• 4905 4905 RCP O 0.6 \ J w W W ` 44.90 LF OF 2,C SEE NO 5 RCP O 1.58 4900 000all RIPRAP PAO IW/ 12" TYPE 11 BEDDING 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 EVIS'ONS: DATE: - RELOCATED STORM 5 k 8, bud 1►/�/p` CORRECTED STORM 8 GRADING MODIFIED STORM 6 dt 7 ADDED CONCRETE CAP DETAIL 7/20/05 STORM T CITY OF FORT COLLINS, CO ENGINEERING DIVISION LORADO STORM 6 14920 1 r=j 23.45 LF OF 18" RCP O 1.28X WPM UNE LINE - + _ - +- M ::T AI ROW STA 1+26.12- CL STA 50+27.77, 1 111 120.10' LT N p � rD � m 4925 ± <j EXI NG a GR DE PROPOSED GRADE 4920 4915 126.12 LF 18" 6'x6'x18" E "L" RCP O STA 0+10 TO .71X +40: '6'x18" TYPE gx RIPRAP P W/ 8" FLOW FILL OVER RIPRAP PAD SOIL CO At 6" PIPE TO PAVE ENT W/ 6" SOIL TYPE 11 BEDDING (SHALLOW C VER) COVER & 6" TYP II BEDDING 4910 0+00 0+50 1+00 STORM 5 A PROPOSED GROUND (CONCRETE CAP TO MATCH SIDE EXISTING GROUND - - - - - - SLOPE OF DITCH AT CROSSING) - - - - - - - - - - -- ------ a n B n n '/ ,EXIST 42" SAN. SEWER / i / , i' �� / ;✓ , 10.0E B 10.0' '~ 20' CONCRETE CAP SECTION A -A TOP OF DITCH 6.0E 1 SIDE SLOPE T- _ IN, . VARIES SPRING LINE ;-- EXIST. 42" SECTION B-B TIMSERUNE RD. ' 1 I mm 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS INCLUDE FES- 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. ALL STATIONING IS CENTER OF STRUCTURE. 5. VERTICAL LINES WITH UTILITY DESCRIPTION IN PROFILES DENOTE HORIZONTAL LOCATION OF UTILITY IN AREA. VERTICAL LOCATION UNKNOWN. WNIRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO COMMENCING CONSTRUCTION. 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' Wi ndsor B W. Ash, Suite C Windeor,Colorado 80550 Phone: (970) $74-3300 Fax: (970) 674-3303 1 NT [ R W E ST C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO U.E. PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINDATE CHECKED BY: ILIMWK Y ATI,R k WAS f W T D CHECKED BY: kAnor STDRMWATER U.E. DATE �+ CHECKED BY:`r-,sees AnoN -ps DAIE CHECKED BY: ecc C'ATMS TRAFFIC ENGINEER DATE CHECKED BY. DATE ESIG EDBBY: (DRAW BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM 3'7 pmpo CALE: DATE:CHECKED BY: (DATE: STORM SEWER -PLAN & PROFILE °� 94 50 H 1"= 5 VI 4 s o5 ,S J - _ �•wal�a•,�aani usa- -,r+i��-.�.o�i/ �Ir.r... ,�...-.,� .._m.._ „ .. �� C -1 Z? 4 I II F �I \m V w I I EXISTING INLET TO BE REMOVED m� Q CONNECT TO EXIST HERCP STA 0+49.97 J CL STA 69+55.63, 6.20' LT 18 (CENTER PIPE) I I W O EX. INLET kmll c n STORM 4n AND PIPES - c}_______- TO REMAIN m J'44 44;�' I II lo IST. ow III T8 J SJ 1 �'J04�! a44J .ijA� JJ I I I II m II I II 0 I II LII + pli II � J rll � �f,III 4915 HERCP I I I I I I i- C/TY OF PROPOSfD I I I IIl i f i l l 3 —_ FORT Rqw _ /t w — 3 COLL/N33 �— 3 o II I I Mi m 3 I 3 I /--------_____ REMOVE EX. INLET TOP __e I / __-_ INSTALL MH TOP AND RAISE 10 GRADE ) / I STA 0+42= 1 EX, FES 24 CL STA 3012+9D0.88, 34.64' FIT I CP- ij R" I -- f to 5' TYPE "NLET $TORN STA D+21.62- 1 , CL STA 302+91.01, 51.14' FITrr 1 , r/ At �Epl►� OSP ct + 1 GAE A�ILA OL I NE n� 11 ,F, N111 I " N PROPOSED II EXIST. n\ 11 III rROW Pew EXIST, 00 I I "I �i H. THOMAS \ Row I P BA TH - PROPO FLTIMB. I i 11 �,.: %' TERRY ✓. I ` } PROPOSED 1' CATCH CURB AND KEA T/NG I I (GUTTER ALONG WEST SIDE OF BATH ----- RIVEWAY (TBC ON ROW). ` SLOPE I V jwl WIDEN GUTTER TO 2' EITHER SIDE V J STMH 19 ESMT. I, OF INLET. $ ^ I 11 co STA 0+35.00- Q W 1 CL STA 304+74.99, 228.83' FIT I � a II I I / V1�„ � AST+� e8.89, I T I NiF L� --J I FE 26Q 5FIT) Q I III i t---o N\ TERRY ✓. KEA TING I T I II 15' MODIFIED TYPE 'R" INLET '< i \` SLOPE I Q II STA 0+92.20� CL STA 89+52.70, 48.17' LT STMH 19 ESMT. AE BOX SHALL BE 6.1' WIDE (OUT TO OUT) STA 0+39.30- N II I I I W/ CURB OPENINGS EAST AND WEST. 11 ,00'001. CL STA 61+01.74, 131.30 LT (SEE DETAIL PER SHEET 93) 1+09 0 v1S +t II �+Da v1s 10 \ � � 8 1 n I I 11 �• f�� \ EXIST. (/� I 5' TYPE 'R" INLET J 33� STA 3+11.05- 1 \ ROW Q PROS. CL STA 306+49.11. 6.34' LT J-+ Q I f I It I I i = L ----- I ems, STMH 20 0 II \ STA 1+10.01= x0 01 I d38 "4Z- �� X CL 75.50'AL STA 0+0061+45.15, I I X FES I = C NOTE: CL STA 60+66.42 CONTRACTOR TO VERIFY HORIZONTAL 114.06' LT \ ^ I ALIGNMENT OF PIPE EXTENTIONS PRIOR TO SETTING THE INLET AND ADJUST 1 ' RM + 1 ACCORDINGLY E $ E r PR POSED 10' TYPE R' INLET L-4 c STA 1+89.71- _ w W - fl ri ROW CL STA 62I+01. 12. 39.52' LT I \ & ID 1 4905 REVISIONS: MODIFED STORM 9 k 10 ADDED STORM 14 DRAWING OF RECORD to Xp N ® h K N g c F)i +� -i Re � WW Ld In EXISTING _ GRADE GRADE / 1 EX. TRIPLE 19" 30' U HERCP O 1 2R 0 < a AP ROX. 45 LF 0 o TRIPLE 19"x30" HERCP M46% TO CONNECT DIREC LY TO EXISTINGo HER P AT NEAREST JOIN 0+00 0+50II 1+00 SAN 7/20/05 11/10/06 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION � s 4915 0 3� N n =N F 1 V) N Re 4910 N�= / r 4905 EX. 18' RCP �\ O 1.00% 35.00 OF 18" RCP O 0% 49DD E "L" 6 x6 x18 RIPRAP PA W/ 6" SOIL COVER k 6" TYPE II B ING 4895 G+00 0+50 STORM 14 A A 4930 C4 m ~ 'Roof ~� 8 I Il y p.N.Z < y� EXISTING 4925 In - 4920 - /I p b _ - g P OPOSED ADE p � CL 0 EX. 2 ' RCP O 4915 0.65R r EX 20.38 LF OF 241 RCP O 0.30% 3 EX. 21. 2 LF OF 24- R O 0.3OX 0+00 0+50 1+00 STORM 11 Pert "DESIGNED BY: DRAWN BY: iPHarcuvLu BY:: MPO I MPO SCALE: DATE: CHECKED BY: DATE: of CGDinN �1"=50' H 1"=5' VI 4/6/05 w PROPOSED ROW PROPOSED FL EX. RCP TO CREEK 15' TYPE "R" INLET STA D+3.58- CL STA 311+29.23, 47.22' FIT CONNECT TO EX. RCP (S) TRACT A TIMBERLINE RD. £ lil 111 1 PROSPECT- 7 �� 1 /MBERL/NE P.U.D. + 8 ROSPEC4 j 1 F/RST F/LPW O 4 CONTROL UIN4 LOT f eft 11i � 11_ ^� 1 p 1 11 \ �1111 I ' ft f 11 O ti ti 111 1 1 5TM1()22 1 + STA 0+19.20- f $ CL STA 311+31.08. 31.23' LT REMOVE INLET AND INSTALL 24' MA 1H0� QNEX. R P. j . I_ i 1 EXIST. ROW 1 ^ 1 / a 8 4920 + gi zU. < N 01 X _ �-- EXISTING \ GRADE 4910 PR POSED GR DE HGL 4905 EX. 24" RCP O 4900 15.62 LF OF 24" RCP O 0. 2% EX. 92 LF OF 24' ROP O 0.65R 0+00 0+50 1+00 STORM 13 NOTE 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS INCLUDE FES. 3. RCP STORM SHALL BE CLASS III WITH WATER 71GHT JOINTS (ASTM C443). 4. ALL STATIONING IS CENTER OF STRUCTURE. INTERWEET 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CON S U LTING GROUP CITY OF FORT COLLINS, COLORADO U.E. PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEEP Cj DATE CHECKED BY: Ill A ER WAS EW R U UK 25 0 50 100 CHECKED BY:� STORMWATLR U.E. DATE HORIZONTAL CHECKED BY: G- e�-� 4kr-os SCALE: 1 " = 50' KS^^h//R5REATION DATE VERTICAL CHECKED BY:4:5-: TRAMC ENGINEER DATE SCALE: 1 " = 5' CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM _.38 STORM SEWER -PLAN & PROFILE OF 94 IzEVISED C -1 274 at N 0 0 I � II -4 I RR, I EXISlTING IINLfT TO BE I 0 •, Q CONNECT TO EXIST HERCP " STA 0+49.97 J CL STA 69+55.63, 6.20' LT I g (CENTER PIPE) 3 � AND PIPES k�l� �� N V TO REMAIN - _'_-_ yyyj _ II �h I „ � I I II A II rlI I� 4915 4910 1 4905 ."� ROW PROPO: FL MS. PROPOSE 11' CATCH CURB AND i (GUTTER ALONG WEST SIDE OF BATH -WIDEN DRIVEWAY (TBC ON ROW). DEN GUTTER TO 2' EITHER SIDE V OF INLET. to STM V W / O xs•r •rr' I I e Q 3 HERC I I 15' MODIFIED TYPE "R" INLET STA 0+92.20- CL STA 69+52.70, 46.17' LT BOX SHALL BE 6.1' WIDE (OUT TO OUT) W/ CURB OPENINGS EAST AND WEST. (SEE DETAIL PER SHEET 93) • I I I TIMBER N CONTR L NE___ -- 'I I CONTRACTOR TO VERIFY HORIZONTAL 1 ALIGNMENT OF PIPE EXTENTIONS PRIOR TO SETTING THE INLET AND ADJUST 1 ACCORDINGLY 1 I X N yy O !— 89 �•• > k> �• ri� CC ZZSS � �ie: � �El� II M EXISTING _ GRADE GRADE �- - I 30 YR. HGL I 1� i EX. TRIPLE T 30" HERCP e t 2x p4 a AP OX. % TRIP 19"x30" HER O 1.1 DIREC X TO CONNECT Y TO EXISTING HE P AT NEAREST JOIN 0+00 0+50� 1+00 SAN STORM 10 ._.�h .__....._. _.. RM/� ISIONS: DATE: MODIFIED STORM 9 dt 10 `., AO It% e� ADDED STORM 14-WL I.a••95 7/90/05 I C/TY OF I K— 3 — 3 -___ FOR PR°P°StDR?W - -- —_ __ ___ COLLAYS3-----p._ 3 w i ------ ----_.__. I I I I� EX. FES I I I l II 5' TYPE STA 0+2 62- -� l t CL STA 302+91.01, 51.14' RT � � REST �R �►0 l PROPOSED FL - N 1 ' 11 ,00.001 1+09 Y1S 10 Zt-91+0 Y1S s3� 1 0p 3 Oil OVi EX. I T 70P 3 0 INSTALL MH TOP AND RAISE TO GRADE � STA 0+42- CL STA 302+90,88, 34.64' RT H. THOMAS BA TH i III I I � 5' TYPE "R" INLET STA 3+11.05- PROS-� CL STA 306+49.11, 6.34' LT �'lll 1 I I < 1 E I 0 w w— n2 4915 min 4910 4905 EX. W RCP O 1.00% LF OF 18' X 4900C6x6'xlS*E YLY W/ 8" 6" ING 4895 0+00 0+50 o �• N � N O gym:: / - r ` RIPRAP PA SOIL CO TYPE II I STORM 14 W A, m N 4930 ad � cd Q� + i��~_ g x�i < y� EXISTING 4925 Xx J NigU�� =mw t~!1 W 7 lei 4920 _ /1 11, i -' P OPOSED a EX. 2 ARE "RCP O 4915 0.65% ~ EX 20.38 LF OF 2 RCP O 0.3OX EX. 21.412 LF OF 24" R O 0.3OX 0+00 0+50 1+00 STORM 11 -•••,tea. -•-•tea. «•a 15' TYPE "R" INLET STA 0+3.58- CL STA 311+29.23, 47.22' RT CONNECT TO EX. RCP (S) TRACT A \2e E 1 lil 11 PfIOSPECT- Ip 1 TiOb/BEHL,NE P.U.D. � : + $ OSP'EC4 11 F/RST f]'LMQ Q CONTROL UN4 LOT 1 it I n • 1 11 1 ' 11 11 I H �' I► 11 i1 1 ll lit STMhI'22 + STA 0+19.20• $ CL STA 311+31.08, 31.23' LT REMOVE INLET AND INSTALL MANHO�f T EX. RAP. EXIST. ROW m n I c 4920 � N &i R 4915 <• �' < d z EXISTING GRADE i 4910 , PR )POSED GR DE I = 100 . HGL I SS EX. 24" RCP e 4900 15.62 LF 24" RCP O 0. 2X EX. 92 IF OF 24" RCP O O.BSx 0+00 0+50 1+00 STORM 13 50 25 O 50 100 HORIZONTAL _.. SCALE: i " = 50' VERTICAL SCALE: i " = 5' � 1ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS MICLUDE FES. 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. ALL STATIONING IS CENTER OF STRUCTURE. INT[RMliT 1218 W. Ash, Suke C Windsor ,Colorado 80550 Phone: (970) 674-3300 Fax: (970)874-3303 CONSU LTI N G GROUP CITY OF FORT COLLINS, COLORADO U.E. PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERNSION OF L/ APPROVED: CITY ENGIN DATE CHECKED BY: .� ATE;60;;is EWtDKtECHECKED BY: LMSTk U.E. DATE CHECKED BY: Co. s1a/ ` noH {�"�`-' DATE CHECKED BY: 4c'/j4d TRAFflC ENGINEER DATE CHECKED BY: ON i I I 1 I I I I I I I I i I I I I EXrI C/rY F FOR cotIINs DUE. SC GROUP INVESTMENTS, LLC I I (FRONTAGE-1483 LFI EX C/fY OF FORT COLLINS IMI STOPMI D.E OFRA WAS 7EW Y FOR SURPLUS IRRIGA77ON { { I WATER ALONG rHE EDGE OF rHE R.O. W. AS /T EXISTED IN 1961 FROM HERE TO ME SOUTH I LINE Of 7HE S` 10/4 PROVIDED W/19 NO I H/N DOCUME r I I i I I I ------------------- -----1 �------------------•--------------------------------•--------•------------- --- -- — — — — — — — — - 15, T.C.E(*) ------ ______— _____ _-- -- -- I L---------- *)--------------+.z= —r=--=--------- _--------------- _--------- 18' S.E. k D.E(015' U.E.m L� �.� _15' S.E. 1� D.E. -------15' U.E.(*) — — — — — I ------------------------------------- --J----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 56.95' EXIST. R.0. W. } EX 20 0WAC7FRL/NE ESM r. Of- FORT COCC/NS EXIST. JO.OD' R.O. W. — — — — .— — — — — — SECTION LINE (TYpJ —/— — — — — P I I 11MBERLM RD. I i CITY OF FORT COLLDNS (FRONTAGE-710 LFI I I I I I 134'x135' D.E. I X L -- �-_____---------- --- --- 1r!' S.E. Ac D.E.(*) T15' U.E. — ro I I I I EVSr. R.O.W. VARIE5' -j 1J1.59 EXIST. 127..66' 70 106.18' I R. w. T/MSERLINE RD. I I I � I £X. 20.00' I� -{ CClr OF FORT COLLINS _ D.E_ - �.� - EX. 1500' U.E I�� ---- f� EX 1500' U.E ------ '- -- -'-- I—�-�"'1 I Q I t-1--------------- - I (' i I 7, — - - - - - - S/DEMLL Ex. 1D oo' aE--I cw i I 15' u.E (FRONTAGE-1LF1 EX. 9.00' U.E.--I f- EX. 9.00' UE. III Ex 9' U.E--� N jl I IX20.00' UE & D.E. I i EX 15.00' U E / l I FX NG OWE i I I � w �I SC OROW INVESTMENTS, LLC ------------ ----- -- .(*)- I 15' T.C.E. -� 1------------ --- -� I�I I ( I 100 S.E. I do D.E.(*) I { 1 I I I15' U.E(•) - I I EX 10' U. E I I I 91, EXISr M. EXIST. X. j 15' U.E.(**) AE («) TOM - D.E. 'k A.E) —' TTRACT I I II — J �10' I.E.(**) t* .E. do A.E.) 1 L EX. 10.00' LE} -tl ( W e FILING Two e I III �Z 60 30 0 60 120 II I I I SCALE: 1 " = 60' II I {I N EX,000'�---- PSCO ESMT-------I C\ \ EX 74.99\ \ EX. 4. 00' SANITARY SEVER ESMT. I I I I ' I I \\ ROAOWA Y \ I I I ESMr. lI N77EGgA 7W MIMS` j� � � \ r"EMAE STAR I I EX 10..00 \\ /FRONTAGE-54? LFl (FRONTAGE-358 LF/ FLEISCM/ ENTERPRISES I I MouNrA/N srArEs \�\ (FRONTAGE-489 LF) I'-TdcT CO. ESMT I I I -------------^—77-------� ! I I I � — — — — — — — — — — — — — — — — !I { I I (------i— ----� ------ at S. , D.E. ( L-----�\ IF r — R T C.E. I \ a5' S.E., D.E. I I -�L - I rk T.C.E. I I r-- E., D.E. —^—------------^—�\ ___ L__— ----- ---------------- _ ---------{—t---J � ��-- S.E., D.E. ------------ --- 15' U.E. -I T do T.C.E. 8 EX 20.00' CITY OF FORr COLL/AS ESMT. — i R T/MSERLINE RD. —_ FOR UNDERGROUND UTILITIES TRACT AO (JE 1 — I 15' T.C.E. I (U.E., D.E. k A T I IV U.E. & — — — — TRACT AM U.E. D.E.(**) — — (U.E., D.E. R A.E.) — — — �' rk A.E.(** Z ; J qx � SIDEfflLL I I PCXNNG TWO I I (*) EASEMENT TO BE DEDICATED PER SC GROUP INVESTMENTS, LLC (*�) EASEMENT TO BE DEDICATED PER SIDEHILL FILING TWO DEVELOPMENT EX 20.00' CITY OF FORT COLLINS ESMT -/ EXIST FOR UNDERGROUND U71LI77CS— SECTION LINE (TYP.) --'�' -- -- — EXIST. EX 29.99' MOUNTAIN 5TA 7ES 7ELEPHON£ & TELEGRAPH CO ESMr — Ia �4D I C/TY OF FORT COLUMNS W I ( _ I N f- W (------ L--------- ---- W S.E. & D.E. I I_ IEx4.00' oWt-Sr ESMT. FOR A fI8EROP77C LINE v X , n R x - - 15' U.E.(**)1 - ' - - -- -� L ---10' T.C.E_------------ —�~ __—_— --- _------.E.(**) ----- ___ 15' U i-----�— ----- t____ _ — --._-- ----- ----_ 15' T.C.E. TRACT AP (H) R � 9' — ------------ — (U.E., D.E. h A.E.) Q I S E. rTRACT AQq �•---- —� ------ I V I SiDEMLL S/DEMI 1 V FX NG Two F/LAYG TWO I I QO (FR011tTAGE-200 LFI ( I INTERIM ROW TO BE ACQUIRED UST BR MATION A.E. ACCESS EASEMENT D.E. DRAINAGE EASEMENT 1218 so Ash, sac Windsor, Colorado 60550 Win I I I I.E. IRRIGATION EASEMENT Phone: (970) 674.3300 P.E. PEDESTRIAN EASEMENT Fax: (970) 674-3303 ma INTERIM ROW TO BE DEDICATED S.E. T.C.E. SLOPE EASEMENT TEMPORARY CONSTRUCTION EASEMENT LT �rwaaT ING GROUP U.E. UTILITY EASEMENT CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL PREPARED UNDEP THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEEP DATE CHECKED BY: Ilk k WA$h A D CHECKED BY.- SIORMWAItR UTILITY DATE CHECKED BY: �+GtiF RCRE ATION DATE CHECKED BY: � PARKS{[•Ar-ow TRAFFIC ENGINEER DATE CHECKED BY: C-I 274 - x r- N H C.3 C LL C01 RcVISED C --1 2 4 ti N I � I 1 I i S/DEMLC FK/NG ONE I I I I I (0+50) KA TAHD/N DR. --e• corn 4' SAN MH STA 0+00.00- CL STA 23+25.89, 104.86' RT S/DEH/LL F/L/NG TWO 8I ~ SC GROUP NVESTMENTS, LLC >E 4' SAN MH STA 1+61• y %� CL STA 23+32.84, / 09.18' LT ---------------- ---------------- 00 KA TAHD/N DR C/TY OF I FORT COLL/NS . I f f p m 0! 9 ^ ,p OPOSED GRADE < e >> N Terri' _ f EXI NG GRA E II OTELE II II II II II it 11 II II GA !I ; WATE II SEE 'SPRING CREEK FARW PLANS OR SEWER CON NUATION 40 LF OF 24' CASING PIPE 0.25 Mi . WALL THICKNESQ- (TO BE J CKED AND BOR D} II II II II II II _ 194 LF OF 2' PVC 0 2% -- ____--i I -- - EXIST. tY PVC O 0.72% 0 00 1 0 2 00 S: DATE: I TO SANITARY SEWER 7/20/05 p� 41 4R^ lCG * r 1 PROPOSED N I X + OGRADE FN B �� F. >> V1 1< » N 3 H F 334040 N _ r r r O EXISTING GRADE IRR 0 II li TELE it GAS li WATER 84.75 LF OF 8' pvc O 0.50% I Pre I Iim �f�/ 0 8.72% ..i --------- 40 LF OF 1 STEEL CASING PIPE 25 MIN. W ILL THICKNESS (TO BE JACI ED AND BORED 0 1+ 2 3 00 4 0 1 5 00 LORADO DES 'ot !''can 6oiitm 1" ,e Rj.1l IF IIF SC GROUP + /NVESTMENTS, LLC 4' IRR DROP MH 3 STA 0+00.00- CL STA 30+38.38. 84.14' LT 184 24" R � irs•-r.+->��rx"tir>rt+"r.r."c�-rrrc t+00 —0+50 ; 0 — — — — — — — — — — — — — — — n I NANCY ORA Y AVE. I I S/DEH/LL F/L/NG TWO 4' IRR MH TY OTHERS) 1+84 NANCY ORA Y A VE. N ..I y �— C/TY OF A FORT COLL/la ;, 18 I 1 1 RUNGLWO N 8 � i3 to 8} < >> mV ^ A ------"----'-- 7 _ - II (B OTHERS) TELE it SEE "SPRING ------- ---- FARMS" 1 I RRIGA P 1 110N FOR WATER ON71NUATION GAS II II � II II I !84 24 II 1124 1 1 RCP O -1.10X Y OTHERS) II SEE "SIDEHILL FILIN4 TWO' PLANS OR IRRIGATION fONTINLIAMON 0 00 t 2 00 INTERWEST 1218 W. Ash, State C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970)674.3303 CONSULTING GROUP 50 25 O 50 "" DO HORIZONTAL SCALE: I " = 50' VERTICAL SCALE: 1 " = 5' PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED:I)Us 1I �% CITY ENGINE IT DATE CHECKED B R k WASA CHECKED B TORM ATtR ULUTY DATE CHECKED BY: G- f 0_-6 �s.os " A'RKS h XREATION DATE CHECKED BY:: r'1246 TRAFFIC ENGNEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING --INTERIM SHEET 39 DATE: OF SANITARY SEWER & IRRIGATION -PLAN & PROFILE _ 94 —i 274 fV , - /..�..0 T_._L_._1_LL.-— E--'r. _�!__L 1-1_._ .z_�� ... _z 1 �1... ! rf_: _ r__ T__. ._..l - L --. .. ---- _._ r _ _ _ _ -- -- --- - -- - -- --. - _._ - - - } i TIMBERLINE ROAD . ILL .SPLANTE.: NEW -MON, SEE SHEET 50 rp��:1' \w 1i1P9��-i�i .��L`� ii•�o`►`!�► w .�iS . dA A�� ZL �� w•►�w��/�A��Tl,�/�Nir��iiwl��'4��Il��s�w'r�� L�,nr..ei� �,ilr6cwitl�:,ra0ww rali, '�6':II��Y�Y'�"' 'Iif►rL' �'mi�!!yY®6�r7i�!► w�aw�s�; �w�/w ��II��4..!�!i�!.!Ra+�!' � " �� w�i�l►w�w�/I Vi: '�PYVii'rii�'/ �YMIYY�I w i�iiL wow wwi��IQAAw:� A/II► l�w.�i� 18 •O WP 18 RO WP 18 RO WP 6FRPE� 18 RO WP SPLASH BLOCK, TYP. 71 JU BR .rn ._ . -_ I EXISTING SHRUBS TO BE-'-- REMOVED AND REPLACED TIMBERLINE ROAD -.-_.__- - _____.__----- _ ___ `� __ _ 1 � n: i _ _ - _..._ _- ... _..._ __ " - —__ -, .. _._ _-_ :.�_'�'�'__ .. .... - _ / " ' --- ✓ _._ —� !� �� ! 111110- I 'r �._..�. ....._ __. -- - - - • -"- — � (/yam SEED i -_.� -- - - O _ I , -r- c.. I_..� ._%' ' _ _ _ _ _ _ -. - - -- .. .___.. .__.. .._ ..__. _... .. .__ ___._ �•' �� Y-`"] hri a�s.i - i{`Y� o! :. C.iJcYi� J 1_#w� $ ... k. OS /� r' M I'a'.— f- x r r I y 7 4 YA� , L� SEED LIMIT LINE -- _,CHECKED VY:_ a�ez�L�I:iy. __�Zate ,I dl _-� CHECKED BY: ✓t � Ln rn - -.. -. -- �tcitl it°� y —ate I i, -�� --- ��,� SIDEHILL I FILING O j CHECKED BY: _� �� li I � 1 F-�-_.-- III I O 1 -A i I i CHECKED C)Y: ____ _..T,_ �ii' NC) ate II it PLANT LIST LEGEND PLANT NOTES Key Botanical name Common Name Size Root Spacing Quantity 1. PLANT' MAI ERIALS SHALI I L BE IN ACCORDANCE WH AAN SPECIEICATIONS FOR NUMBER ONE 10. LOCATION OF IRRIGATION HEADS OR EMITTERS IN RELATION GRADE, TO PLANT MATERIALS SHALL BE APPROVED BY THE CITY FORESTER DECIDUOUS CANOPY TREES 2. LANDSCAPE AREAS WITHIN MEDIANS SHALL BE IRRIGATED WITH AN AUTOMATIC PRIOR TO PLACEMENT OF MULCH AND WEED BARRIER Patmore Ash 3" Cal. BB See Plan 6 UNDERGROUND IRRIGATION SYSTEM. SEE DRAWINGS AND SPECIFICATIONS. 11. MAINTAIN THE FOLLOWING SEPARATIONS TREES - 1 N FROM ALL WATER AND SEWER MAINS AND SERVICES FR PA Fraxinus pennsylvanica' atmore' SHRUBS - *FROM ALL WATER AND SEWER MAINS AND SERVICES FR PE Fraxinus pennsylvanica arsholl' Marshall Ash 3" Cal. BB See Plan 6 3. TREES TO BE BALLED AND BURLAPPED- SHADE TREES - 40' FROM ALL STREET LIGHTS CA SP Catalpa specioso western Catalpa 3" Cal. 88 See Plan 7 DECIDUOUS CANOPY TREES ORNAMENTAL TREES . 15' FROM ALL STREET LIGHTS 4. SHRUB BEDS SHALL BE MULCHED WITH A 4° LAYER OF SHREDDED CEDAR MULCH PLACED OVER SPECIFIED WEED BARRIER, 12, ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED WITH 5. SOIL IN ALL PLANTING AREAS SHALL BE AMENDED WITH 6 CY/1,000 SF OF ORGANIC COMPOST. SPECIFIED DRYLAND SEED MIXTURE. DECIDUOUS SHRUBS 6. THE CONTRACTOR SHALL MAINTAIN ALL LANDSCAPING FOR (2) FULL GROWING SEASONS CE LE Cercocarpus ledlrWius Curlleof Mountain Mahogany 5 Gal. Container Space Evenly 8 (MAY THROUGH OCTOBER). AFTER THE INSTALLATION IS INSPECTED, AND IF SUCH PR BE Prunus besseyi 'Pawnee uttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly 105 INSPECTION REVEALS THAT THE LANDSCAPE IS VIABLE, THEN THE CITY WILL ASSUME 20 10 O 20 40 RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly 106 ALL LANDSCAPE MAINTENANCE THEREAFTER, WITHIN THE TRAIL EASEMENT AND r Will RO MS Rosa 'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly 74 RIGHT-OF-WAY. OTHER LANDSCAPE AREAS TO BE MAINTAINED BY THE PROPERTY OWNERS. �I 20 7. QUANTITIES PROVIDED IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR SCALE: 1 " = EVERGREEN SHRUBS SHALL BE RESPONSIBLE FOR PROVIDING QUANTITES SHOWN ON PLAN. talis'H ghes' Hughes Juniper 5 Gal. Container Space Evenly 18 + O SHRUBS 8, A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS JU WI Juniperus horizon JU BU Juniperus sabina talcs' Buffalo Juniper 5 Gal. Container Space Evenly 78 AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. BuffaJU BR Juniperus sabina'Brood oar, Broadmoor Juniper 5 Got. Container Space Evenly 126 9. FIELD LOCATE UTILITIES, IRRIGATION HEADS, AND EMITTERS PRIOR TO PLANTING/REMOVALS. -1 Z? 4 ti N I I I'^ V' rn rn rn L- —i Z Cr rn O 'O �O .p I I -- I V ITV YYI 10 PR BE — (P -- C/) > rn D N �� T T rn r - -I Z rn i PLANT LIST .r DECIDUOUS CANOPY TREES TIMBERLINE ROAD FR PA Fraxinus pennsylva ica 'Patmore' Patmore Ash 3" Cal. BB See Plan 6 FR PE Fraxinus pennsylva ica 'Marshall Marshall Ash 3" Cal, BB See Plan 6 CA SP Catalpa speciosa I western Catalpa 3" Cal. BB See Pion 7 DECIDUOUS SHRUBS CE LE Cercocorpus ledifo ius Curlleaf Mountain Mahogany 5 Gal, Container Space Evenly 8 PR BE Prunus besseyi 'Pay nee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly 105 RO WE, Rosa 'Winnipeg Pai ks Bright Red Shrub Rose 5 Gal. Container Space Evenly 106 RO MS Rosa'Morden Sun ise' Morden Sun Rise Rose 5 Gal. Container Space Evenly 74 EVERGREEN SHRUBS JU WI Juniperus horizont lis :Hughes' Hughes Juniper 5 Gal. Container Space Evenly 18 1U BU Juniperus sabina ffolo' Buffalo Juniper 5 Gal. Container Space Evenly 78 JU BR Juniperus sabino oadmoor' Broadmoor Juniper 5 Gal. Container Space Evenly 126 ONS: DATE: % T 6 FR PA - — NJ Ow i I I � I N rn D "p rn r Z - - -- -- I I, - LEGEND PLANT NOTES 1. PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE 10. LOCATION OF IRRIGATION HEADS OR EMITTERS IN RELATION GRADE. TO PLANT MATERIALS SHALL BE ,APPROVED BY THE CITY FORESTER 2. IANDSCAPF AREAS WITHIN MEDIANS SHALL BE IRRIGATED WITH AN AUTOMATIC PRIOR TO PLACEMENT OF MULCH AND WEED BARRIER UNDERGROUND IRRIGATION SYSTEM. SEE DRAWINGS AND SPECIFICATIONS. 11. MAINTAIN THE FOLLOWING SEPARATIONS: TREES - 10' FROM ALL WATER AND SEWER MAINS AND SERVICES 3. TREES TO BE BALLED AND BURLAPPED. SHRUBS - 4' FROM ALL WATER AND SEWER MAINS AND SERVICES SHADE TREES - 40' FROM ALL STREET LIGHTS DECIDUOUS CANOPY TREES 4. SHRUB BEDS SHALL BE MULCHED WITH A 4" LAYER OF SHREDDED CEDAR MLIICH PLACED ORNAMENTAL TREES - 15' FROM ALL STREET LIGHTS OVER SPECIFIED WEED BARRIER. 12, ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED WITH 5. SOIL IN ALL PLANTING AREAS SHALL. BE AMENDED WITH 6 CY/1,DD0 SF OF ORGANIC COMPOST. SPECIFIED DRYLAND SEED MIXTURE0 . 6. THE CONTRACTOR SHALL MAINTAIN ALL. LANDSCAPING FOR (2) FULL GROWING SEASONS (MAY THROUGH OCTOBER). AFTER THE INSTALLATION IS INSPECTED, AND IF SUCH INSPECTION REVEALS THAT THE LANDSCAPE IS VIABLE, THEN THE CITY WILL ASSUME 20 10 0 20 40 ALL LANDSCAPE MAINTENANCE THEREAFTER, WITHIN THE TRAIL EASEMENT AND RIGHT-OF-WAY. OTHER LANDSCAPE AREAS TO BE MAINTAINED BY THE PROPERTY OWNERS. SCALE: t " = 20 O 7 SHALLJTITIES PROVIDED IN PLANT SCHEDUI E ARE FOR INFORMATION BE RESPONSIBLE FOR PROVIDING QUANTITESS SHOWN ON PLAN. ONLY. LANDSCAPE CONTRACTOR SHRUBS 8. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS -}- 0O AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. 9. FIELD LOCATE UTILITIES, IRRIGATION HEADS, AND EMITTERS PRIOR TO PLANTING/REMOVALS. DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM SHEET LO I LO AM 51 fr`Y s SCALE: DATE: CHECKED BY: DATE: LANDSCAPE PLAN OF gtr at rarL wiun. 1>, = 20' I 4/6/05 AM I 94 L -1 27 4 TREE PROTECTION NOTES 1. HEAVY E:QUIPMFNT SHAIA NOl BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 2. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. IF ROOTS MOST BE CUT, THEY MUST BE INSPECTED BY A CITY FORESTRY REPRESENTATIVE PRIOR TO CUTTING. 3. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 4. ALL EXISTING TURF OR LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION MOST BE REPLACED WITH MATERIALS AND WORKMANSHIP OF EQUAL QUALITY. 5. 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 j DISTURBANCE. ) v n,x� .wcm s .:va a"a. ror-wm^s+rs�^-vansn+n�%j I 6. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS._ L. I I ? 7. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (1 /2) OF THE DRIP LINE, WHICHEVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. . B. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMEN TOR MATERIAL OR STORAGE AND DISPOSAL OF WAST MATERIALS SUCH AS PAINTS,OILS, SOLVENTS, Ii ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. AJA .;t,_ - r 9. NO DAMAGING ATTATCHMENTSUCH AS, WIRES, SIGNS, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES SHOULD BE SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS, SEPARATION SHALL BE OBTAINED BY'`+�°'`f-� ERECTING ORANGE PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-STAKES A MINIMUM OF FIFTYLSO) FEET APART AND ATTACHING THE ORANGE PROTECTIVE FENCE _.. _ t 1 STAKE -TO -STAKE AROUND THE PFRIMITER OF THE ALL AREAS TO BE CLEARED. o � t;''sti. �.,�,,,: s AA 11. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWFNTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT. a1; i ' �� „ � r.�..r��srAmanmvexi+::aas .a:•ex-,�rss+Ecc:m+,rrti.'.un _ _ _ ___ _ � p 1 CITY OF FORT COLLINS p: I SEED uMlr LINE SEED LIMIT LINE �— M ■ 1 r r ,• j I T i r -- --- -n �..s Z M SEED LIMIT LINE PLANT LIST Key DECIDUOUS CANOPY TREES FR PA FR PE CA SP DECIDUOUS SHRUBS CE LE PR BE RO WP RO MS EVERGREEN SHRUBS JU WI JU BU JU BR --SIQEHILL FILING TWO ,r - I Botanical name Common Name Size Root Froxinus pennsylvonic i 'Patmore' Patmore Ash 3" Cal. BB Fraxinus pennsylvanic 'Marshall' Marshall Ash 3" Cal. BB Catalpa specioso Western Catalpa 3" Cal. 813 Cercocarpus ledifoliu Curlleof Mountain Mahogany 5 Gal. Container Prunus besseyi 'PownE e Buttes' Pawnee Buttes Western Sand Cherry 5 Gal, Container Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Rosa 'Morden Sun Ris Morden Sun Rise Rose 5 Gal, Container Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Juniperus sobina'Bu lo' Buffalo Juniper 5 Gal. Container Juniperus sabino'Br, dmoor" Broadmoor Juniper 5 Gal. Container ��I�(i11111i.�' IFn Z LEGEND PLANT NOTES 1 PIANT MATERIALS L SHAT BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE 10. LOCATION OF IRRIGATION HEADS OR EMITTERS IN RELATION Spacing C_)uontily GRADE. TO PLANT MATERIALS SHALL BE APPROVED BY THE CITY FORESTER 2. LANDSCAPE AREAS WITHIN MEDIANS SHALL BE IRRIGATED WITH AN AUTOMATIC PRIOR TO PLACEMENT OF MULCH AND WEED BARRIER See Plan 6 UNDERGROUND IRRIGATION SYSTEM. SEE DRAWINGS AND SPECIFICATIONS. 11, MAINTAIN THE FOLLOWING SEPARATIONS: TREES - I O' FROM ALL WATER AND SEWER MAINS AND SERVICES See Plan 6 3. TREES TO BE BALLED AND BURLAPPED. SHRUBS - 4' FROM ALL WATER AND SEWER MAINS AND SERVICES SHADE TREES - 40' FROM ALL STREET LIGHTS See Plan 7 DECIDUOUS CANOPY TREES 4 SHRUB BEDS SHALL BE MULCHED WITH A 4" LAYER OF SHREDDED CEDAR MULCH PLACED ORNAMENTAL TREES - 15' FROM ALL STREET LIGHTS OVER SPECIFIED WEED BARRIER, 12, ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED WITH 5. SOIL IN ALL PLANTING AREAS SHALL BE AMENDED WITH 6 CY/1,D00 SF OF ORGANIC COMPOST, SPECIFIED DRYLAND SEED MIXTURE, 6. THE CONTRACTOR SHALL MAINTAIN ALL LANDSCAPING FOR (2) FULL GROWING SEASONS Space Evenly 8 (MAY THROUGH OCTOBER). AFTER THE INSTALLATION IS INSPECTED, AND IF SUCH 20 10 O 20 40 Space Evenly 105 INSPECTION REVEALS THAT THE LANDSCAPE IS VIABLE, THEN THE CITY WILL ASSUME Space Evenly 106 ALL LANDSCAPE MAINTENANCE THEREAFTER, WITHIN THE TRAIL EASEMENT AND. ---_-_--- Space Evenly 74 RIGHT-OF-WAY. OTHER LANDSCAPE AREAS TO BE MAINTAINED BY THE PROPERTY OWNERS, SCALE: 1 " = 20 7. QUANTITIES PROVIDED IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR O SHALL BE RESPONSIBLE FOR PROVIDING QUANTITES SHOWN ON PLAN. Space Evenly 18 SHRUBS 8. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS Space Evenly 78 l * 1 AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. Space Evenly 126 �J 9. FIELD LOCATE UTILITIES, IRRIGATION HEADS, AND EMITTERS PRIOR TO PLANTING/REMOVALS. 00 DESIGNED BY: DRAWN BY: I APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM SHEET 5 2 LO LO AM SCALE: DATE: CHECKED BY: DATE: LANDSCAPE PLAN of 94 City of Fort Collins 1 = 20 4/6/05 AM C -1 Z7 4 N v N Irn > N n rn rn I- —1 Z Cn rn tv ' I0 .A >I SC GROUP INVESTMENTS, LLC „4r uw,�l"�ul 11�111u wininvn rvarne raze rcooT Jpaang DECIDUOUS CANOPY TREES FIR PA Froxinus pennsylvanico'Potmore' Patmore Ash 3" Col, BB See Plan FR PE Froxinus pennsylvonico 'Marshall' Marshall Ash 3" Col. BB See Plan CA SP Catalpa speciosa Western Catalpa 3" Cal. BB See Plan DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius Cudleof Mountain Mahogany 5 Gal. Container Space Evenly PR BE Prunus besseyi Townee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly RO WP Roso'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly RO MS Rosa Morden Sun Rise' Morden Sun Rise Rose 5 Gal, Container Space Evenly EVERGREEN SHRUBS JU WI Juniperus horizontalis ' ughes' Hughes Juniper 5 Gal. Container Space Evenly JU BU Juniperus sabino 'Buffo o' Buffalo Juniper 5 Gal. Container Space Evenly JU BR Juniperus sabina 'Broa moor" Broadmoor Juniper 5 Gal. Container Space Evenly =VISIONS: DATE: i�NEW SHEET 7-12-05 LEGEND ENTERPRISES i PLANT NOTE SEED LIMIT LIN - - -- — . --W '------------- T ---- -..--- T i -_ vrwnur �, ru N i rvirn EKInLa vrvr GRADE. 2. LANDSCAPE AREAS WITHIN MEDIANS SHALL BE IRRIGATED WITH AN AUTOMATIC 1 1 UNDERGROUND IRRIGATION SYSTEM, SEE DRAWINGS AND SPECIFICATIONS. 1 1 3. TREES TO BE BALLED AND BURLAPPED. 11 + DECIDUOUS CANOPY TREES 4. SHRUB BEDS SHALL BE MULCHED WITH A 4" LAYER OF SHREDDED CEDAR MULCH PLACED OVER SPECIFIED WEED BARRIER. 5. SOIL IN ALL PLANTING AREAS SHALL BE AMENDED WITH 6 CY/1,000 SF OF ORGANIC COMPOST. 15 6. THE CONTRACTOR SHALL MAINTAIN ALL LANDSCAPING FOR (2) FULL GROWING SEASONS (MAY THROUGH OCTOBER). AFTER THE INSTALLATION IS INSPECTED, AND IF SUCH 154 INSPECTION REVEALS THAT THE LANDSCAPE IS VIABLE, THEN THE CITY WILL ASSUME 122 ALL LANDSCAPE MAINTENANCE THEREAFTER, WITHIN THE TRAIL EASEMENT AND RIGHT-OF-WAY. OTHER LANDSCAPE AREAS TO BE MAINTAINED BY THE PROPERTY OWNERS. 7. QUANTITIES PROVIDED; IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR 46 O SHALL BE RESPONSIBLE FOR PROVIDING QUANTITIES SHOWN ON PLAN. SHRUBS 8. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS 144 O AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY, 0150 9. FIELD LOCATE UTILITIES, IRRIGATION HEADS, AND EMITTERS PRIOR TO PLANTING/REMOVALS. inn 10. LOCATION OF IRRIGATION HEADS OR EMITTERS IN RELATION TO PLANT MATERIALS SHALL BE APPROVED BY THE CITY FORESTER PRIOR TO PLACEMENT OF MULCH AND WEED BARRIER 11. MAINTAIN THE FOLLOWING SEPARATIONS: TREES - 10' FROM ALL WATER AND SEWER MAINS AND SERVICES SHRUBS - 4' FROM ALL WATER AND SEWER MAINS AND SERVICES SHADE TREES - 40' FROM ALL STREET LIGHTS ORNAMENTAL TREES - 15' FROM ALL STREET LIGHTS 12. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED WITH SPECIFIED DRYLAND SEED MIXTURE. 20 10 0 20 40 SCALE: 1 " = 20 Cn i i Oca�_' �0 r � I I I I rn CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: d l -?. CITY CITY EN��+ DATE CHECKED BY: �� R & WASTE A Un TY /_/LDA CHECKED BY: OIL fi-41' STDRMWATER UnUTY DATE CHECKED BY: S at RECIREATIDN DATE CHECKED BY: e ` C is ms TRAFFIC ERGMEER DATE CHECKED BY: DATE DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM LO I LO AM t;i' SC 1�: - 20(DA 4/6 /05 CHECKEDBY:Y: (DATE: - � y' LANDSCAPE PLAN C-1 274 r t�` M* ti N C.' ■ v Tj � 1 �i \� .p m m r A ✓• -7 1 _ OI SEED LIMIT LINE I _- iww rI - I I -- ------ - -x --- - -- -- -- - — - - _ \�, "ins _- - - -- `•N __..... ;y ------ `p --.._..... v, - _.- ___ W - -'--- v1 -- *..� �- __-.--... W N- - -- h 1+ _... W n , y ' _ y� .. -_— V — .., ... ... moo" � ,!�__t;}- / RIVER C 8LE Q U O.0 Q 0 0 0 - _. - oe _.- - _fjcp-p,_�_Q00Q_OO.4J:OQ_' 0.0Q.0,0-�'OOOGO �t�00E50C? SEE DETAILS ON _- ON o'�Q0000000 OOOQ0000b0000000090 OD 0© OCIOQ'00 0000000 OOOOOi — SHEET sOFCOBBLE, 9a �. �SHEEETESsoBTAILSBa� O��C�00 0000� O OOOC�000' sEEDETAIIsoN QQ(3O-Q�{3000� OOOOpOCjOgOowj. SHEET 56 OF 94 p�C) t�00 000 0,000�0{O O 00000�00000 ,_ - �� Q000000000aot0OlOOOO C7000"OOOObQOO©QOO SEED LIMIT LINE v1 v, m D 'n p m rn = m ' TREE PROTECTION OTES _;; — 'i OC70 O`p00,.00IOOOOp0000000OpOOd00000,000"0000 I Q - SEED LIMIT LINE t F J _ I { 'yam, _ 'r . \ f I TREES TO REMAIN AND � ;' _, d�'1 O �- BE PROTECTED, TYP. — m r_-- . SIDEHILL FILING TWO �' z { ° rT-o n I , V 1, HEAVY EQUIPMENT SHALL NOT BE At TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES, 2, AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. IF ROOTS MUST BE CUT, THEY MUST BE INSPECTED BY A CITY FORESTRY REPRESENTATIVE PRIOR TO CUTTING. 3. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY, 4. ALL EXISTING TURF OR LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION MUST BE REPLACED WITH MATERIALS AND WORKMANSHIP OF EQUAL QUALITY. 5. 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, 6. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY F FORT COLLINS FORESTRY STANDARDS. 7. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (1 /2) OF THE DRIP LINE, WHICHEVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICAN I SHALT. PREVENT THE CLEANING OF EQUIPMEN TOR MATERIAL OR STORAGE AND DISPOSAL OF WAST MATERIALS SUCH AS PAINTS,OILS, SOLVENTS, ''",� f' '""'" . t i ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. Cit �I o e o' -""' '' "f4 ° ` "S`"'� 9. NO DAMAGING ATTATCHMENTSUCH AS, WIRES, SIGNS, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE_{"� 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES SHOULD BE SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS. SEPARATION SHALL BE OBTAINED BY ' Ar,";gPfi"',«s,` ERECTING ORANGE PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-STAKES A MINIMUM OF FIFTY(50) FEET APART AND ATTACHING THE ORANGE PROTECTIVE FENCE STAKE -TO -STAKE AROUND THE PERIMITFR OF THE AL -AREAS TO BE CLEARED. 0 r 1 1 . THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTEDf�eW- EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT. `, CHECKED r_- - SIvSS"s''WaFierUti Utility 20_ at�n O 20 40 CHECKED BY: .- - —_ t 7isT:; e..^Cie:=�tiOLt S «z1e CALF: 1 " = 20 CH EC :ED BY: AA— i :nL;iawr —DRe CHECKED BY: .�.,..-.— DESIGNED BY: DRAWN BY: APPROVED BY: SHEET Lo Lo AM TIMBERLINE ROAD WIDENING -INTERIM 55 SCALE: DATE: CHECKED BY: DATE: 1" = 20' I 4/6/05 AM I LANDSCAPE PLAN °� 94 0 m III f is_r If DUE TO NEW DRIVEWAY RESEED DISTURBED AREA ON el N CONSTPUCTI X x JJ 10 (J-1 m -0 10 m> ------ 0 0 10 n T 10 D 'SAS DRIVEWAY m J 0 \J1 4— M ------ - _e;/ CD Z Ln m M 0" 0 m \CITY k-)T--,FOkT CdLLINS M m I D z c L x X SEED LIMIT LINE; 4.2 1) 0 0 0 0 0,0 0 0 )< SEED LIMIT LINE x \x" X SEED I IMIT LINE > - --- - ----- - ail m v) -n n 110 m Z M, TREE PROTECTION NOTES 1, HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO COMPAC_ OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 2. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. IF ROOTS MUST BE CUT, THEY MUST BE INSPECTED BY A CITY FORESTRY REPRESENTATIVE PRIOR TO CUTTING, 3. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPID L e. SMOOTH FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 4. ALL EXISTING TURF OR LANDSCAPE AREAS DISTURBED DURI qG CONSTRUCTION MUST BE REPLACED WITH MATERIALS AND WORKMANSHIP OF EQUAL QUALITY. S. 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. 6. ALL. PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. 7 PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEE r FROM THE TRUNK OR ONE-HALF (1 /2) OF THE DRIP LINE, WHICHEVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE B. DURING THE CONSTRUCTION STAGE OF DENELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMEN TOP, MATERIAL OR STORAGE AND DISPOSAL OF WAST MATERIALS SUCH AS PAJNTS,OILS, SOLVHN t S, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9. NO DAMAGING ATTATCHMENTSUCH AS, WIRES, SIGNS, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES SHOULD BE SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS. SEPARATION SHALL BE OBTAINED BY ERECTING ORANGE PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED, THIS MAY BE ACCOMPLISHED BY PLACING METAL T-STAKES A MINIMUM OF FIFTY(50) FEET APART AND ATTACHING THE ORANGE PROTECTIVE FENCE STAKE -TO -STAKE AROUND THE PERIMITER OF THE ALL AREAS TO BE CLEARED. 11. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT, M m > (JI n I m M � rn' 01, . . ..... . > �71 C"IIECK,701 BY: 20 D40 G.H7C"K"7'D 0 20 40 CAL-Ei I '' = 20 DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM LO I LO AM SCALE: IDATE: CHECKED BY: (DATE: oi F I o I rt Coth" 20' LANDSCAPE PLAN City .0i ............. 4/6/05 AM 1EET 56 OF 94 2-/4 l.. -Z N Cr1 X M / yX a , -� TERRY J. KEATING / ) Vo r-Mz %^ C LVIN AND LOIS rn / - Y JOHNSON�`� � � \ \ RESEED DISTURBED AREA DUE TO NEW DRIVEWAY ' CONSTRUCTION ----- _ _ ii � ww wwww■ - -- ; xz ter. _ r i y y \ ri l ` i 7 I SEEp'j�( MlT�'LINE T ^,. tKy\. k / � `. � irlA \ i 1 11 1' J{ `l l C) _ � I ✓_ ,/ ' , r _ i % �'ay� 4 r. / r.* .,�__ �,� �,- �, _. � -Sly►_ '.' � A �� f logo WWWOOM I — •I / ._..----- SEED LIMIT LINE � � '- ---- _�., _ _ _. _. _. _ . -- -- - -- - - -- - --. - —.�-3m lot --. . : i i Y i t� n t } Y Y , y_ i I �i r-- i - — Lit" ------ J,- - T I - — �•. �Cr �� rw�� `�� - -- - - _ r; _ 1 \ i tY T i a } I oppoom -- -=.- - r - __ 't� ._•r -k_�-,r�' -,7e _ ___----._7 .. _ - i\ - _. t > , U - -- — - All l _ SEED LIMIT LINE - l __. �� I �I. II _`Ili _.___.___. _.. `r-__.. i/ � � _- _� � .i F,`� __.�---„__. �� ... ` a� ^)�.. Yh.q `�� 1^��1.-�✓�'li�',.[1 \ ,, � -y �'� T � �_, _ �\� "' '� I I � _ �`.'�-�'�- --.__ .., _ __ -- _ _ _ __ _ _ '\ i,: _;_ r;- _ - ___ ___ 'pis• , _. _ ___ ______ _ ___ _ _ _ _ _____ 5 f <y""ool T SEED 11M • ^{', / �. � r Y � �s � art f � �. • � � ; , 4 , r i I ?1 SEED LIMIT LINE - — -- -- -- -- �,- - - - - - - - - ----- - - ---_..--- ---(� o S rn O yvv - -„ -z -- - -- - — — -- --- -- -- -- - - _ SPRING - z LOT 5, S G CREEK - rn r -- — rn Z CENTERPOINT PLAZ LOT 1 I j CENTER P.U.D. �,, �� \ RE - I O SEED DISTURBED AREA I t �/ r -J ✓ rn - _- DUE TO NEW DRIVEWAY —t. f CONSTRUCTION TREE PROTECTION NOTES 1, HEAVY EQUIPMENT SHALL NO] " BE ALLOWED TO COMPACT OVI R THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 2. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE, IF ROOTS MUST BE CUT, THEY MUST BE INSPECTED BY A CITY FORESTRY REPRESENTATIVE PRIOR TO CUTTING. 3, ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SA IOOTH FLUSH CUTS SHOULD BE MADE. BACK FILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 4, ALL EXISTING TURF OR LANDSCAPE AREAS DISTURBED DURING C, ONSTRUCTION MUST BE REPLACED WITH MATERIALS AND WORKMANSHIP OF EQUAL QUALITY, 5 WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THIEF E SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 6 ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY DF FORT COLONS FORESTRY STANDARDS. 7. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE EF ECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FRC M THE TRUNK OR ONE-HALF (1 /2) OF THE DRIP LINE, WHICHEVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE, ZEVISIONS: DATE: e gn B. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMEN TOR MATERIAL OR STORAGE AND DISPOSAL OF WAST MATERIALS SUCH AS PAINTS,OILS, SOLVENTS, � c- ': T7 �-°' � �f �"� *� `^' L� <_i ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. L ' 9. NO DAMAGING ATTATCHMENTSUCH AS, WIRES, SIGNS, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. / 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES SHOULD BE SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHT -Of -WAY AND UTILITY EASEMENTS. SEPARATION SHALL BE OBTAINED BY ��sa-0. .-' A . •,,,��.�t� rf" I ERECTING ORANGE PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-STAKES A MINIMUM OF FIFTY(50) FEET APART AND ATTACHING THE ORANGE PROTECTIVE FENCE STAKE -TO -STAKE AROUND THE PERIMITER OF THE ALL AREAS TO BE CLEARED. tllti ct-: `r: `n'3 r.Y: flair,-�r=✓aver UiaT'�y )etc 11. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED CHE,�.lf E$'� �•�. / ,/ __ EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT. '----�-✓SL.LT - _ 7is7;`L'Eei'v3iEi i)Ll�il�� ,� &10 1C CHECKED c Y: AIA_ _&6;;;;o CHECKED DY: A44- '-•--i'`'riisic :I�t1l;rcr�` CHECKED EL'�: mate 0 20 SCALE: 1 " = 20 MMNK DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO I I I AM TIMBERLINE ROAD WIDENING -INTERIM r,�;P SCALE: DATE: CHECKED BY: DATE: �� ENGINEERING DIVISION atyf >orlou� 1" = 20' 4/6/05 AM EN 57 OF 94 C .,.1 U T. 3I I W W BATH AM FXATION IRA ' I 60 30 O 60 120 CIO ww' �BA TH LANDSCAPE AAOd SCALE: 1 " = 60' POWER EOLApMENT I = CACHE LA POWEE =� U A WSTAMAL PARK EX. 1000' US WEST ESMT. a FOR TELECOMMUNICAPON, I TRACT f ELECTRICAL AND GAS FACIL/TIES --t-------------- TT-A __21' T.C.E. —�— 30.00'AERIAL ESMT PER------------------- --- — — — — — — — ZrHE LA POUDRE /NOUSTRIALPLAi -- -------------------- --- -- --------- EX 10.00' D.E., UE & SE TA MERME RD. EX too. Do, ROAD & U7TLlTY EASMENT PER £XTST. f0dt00' ROW CACHE LA POUDRE INDUSTRIAL PARK PLAT EXIST 12Q27,RO.W. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EX. 50.00' COLORADO WYOM/NG GAS COMPANY ESMT SECTION LINE (TMP,)� PER CACHE LA POUDR£ INDUSTRIAL PARK PLAT— — _F _ _£X1S7, 10.00' ROW _ _ _ Ex/sr 15.00' ROW EX 15.00' U.E & D.E --- --- EX 1500'D.E., U.E. & SE \ — — — — — — — — — — — — — — — — — — — — — — — — 92 \ � I \ \J I CACHE LA POWAE -------�\ I AVUSMIAL PARK BMC WEST P.UD. `\ I TRACT 3 Lorf (FAONTAOE-295 LF) £X 17 6' U.E. & D. ¢ J i � I vx �qn nn' C/TV nF FnRT Cn/ / /NS PROPERTY 7/20/05 WESTERN SLOPE GAS COWANY (FRONTAGE-75 LF) I I L.— — — — — — — — — — — — CITY OF FORT COLLAVS (FR0NTA0E-715 LF) CITY OF FORT COLLAVS INTERIM ROW TO BE ACQUIRED i ,mil kz INTERIM ROW TO BE DEDICATED ABBREMATION LIST ACCESS EASEMENT A.E. D.E. DRAINAGE EASEMENT I.E. IRRIGA71ON EASEMENT P.E. PEDESTRIAN EASEMENT S.E. SLOPE EASEMENT T.C.E. TEMPORARY CONSTRUCTION EASEMENT (�) EASEMENT TO BE DEDICATED PER SC GROUP INVESTMENTS, LLC (;•) EASEMENT TO BE DEDICATED PER SIDEHILL FlUNG TWO DEVELOPMENT // /^ / / / EXIST. pf0, RR R. Q. I 100 .00 / (i .01 I �� II �� II t .0 / 1126' // CAL V/N 41 LO/S JOHNSON (FRONTAL379 LF) / SECTION LINE (TYP.) EXIST. 62.00' R.O. W. E"X 7500'UE. —__-------------- _-- _-- -{-----I---------- ---� ----EX 15.00 LIE -------------- / --t-------------- sza0' I I--�-��-------------- / I _ I II \ ------- £X. 9.00' U.E__j ROW I EX 20.00' LIE". /// £Xlsr. 100, ; I I l 1 1 I COT 6 140000 I \\ C� 9'x10' RR Row. 1 I ( (FRONTAGE-200 LF) I u f ( I / I j CENTERPOAVT PLAZA I r- LOT f 7. Or� (FRONTAGE-294 LF) j j G CREEK C ( \ I I _ 1 � EX 101.1� U.C. fX. U.E. t I I EX. U EJ EX. DRAINAGE I t Es"T. 1 I I LOT 4 t X 4(k'00' PLATIE l3fVER / ( I — I (FRONTAGE-B9 ,tA� POWER AUTHOIjJTY / I I i O (( I N,ON-BUILDABL ESMT I £X I ' --- --------------J { i� i I tl 40.00' TRACT A --1--------I+- +--�— I �(FRONTAGE-1571.F) TRACT EX ?000S�GTNCY EX. 50.00' AU&OE +— —fX. 40�' A. ' &E. I (£SMT. FOR / I — _ t t t PUBLIC IMPROVEMENTS) DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO JDL I JDL ENGINEERING DIVISION SCALE: DATE: CHECKED BY: DATE: of F°A c°' 1 "=60' I 4/6 /05 . / / / / / / / / / SA TH AAWXA MW I i ( 60 30 Q 60 120 Z ' SCIALE: 1" = 60' O Uj EXIST UJI 50.50' R.O.W. EX. 400' MOUNTAIN STATES T. IW TELEPHONE & TELEGRAPH ESM EX 40.0O' ESMT. FOR ACCESS, PARKING VEHICLES AND NATURAL GAS WATER, SEWER AND ELECTRICAL LINES TO AND FOR W TT-l£ PROPERTY TO THE' WEST I z HARRY BA TH I I BA TH LANDSCAPE AND AND POWER EOUIPMENT = (FRONTAGE-299 LF) f (FRONTAGE-409 LF) I 15' T.C.E I I `�-- -t-- -- -----------------I- = � ==L'------------- _ EX 30.00' A£R/AL ESMT. PER L CACHE LA POUDRE lNOU57R/AL PLAT 28_IT-C.E — —� -- L EX. 10 00' US WEST ESMT FOR 7ELECOMMUNICA770N, EXIST 100.00' ROW ELECTRICAL AND GAS FACILIAES E - — — — — — — — — — — — — — — — — — — — — — — •— — — — — — — — — — — — — — — — — — — — — — — — — EX 50.00' O WYOMING ANY PPLAT SMT TIMBERLM RV PER CACHE LAOPROADDRF IIVDU57PIALSPARK 1 _— — t \------------ ----------------1� _ UE &D.E 1 7.Tx10' EXIST. 6,00' ROW rEX I — — — — — — — 1 EX. 6.00' UE. r- I J I I I III I 1 I� j PAOSPE'CT- (I EX. 5..00\IUE. I I N I 1 TIMBERLN= P.UD. t T.C.E. FIRST AEhvQ 1 LOT f I I Ex 15' U.C. & D. I 1 1 1 (FRO11/TAGE-180 LF) 'I'I I I- ,1110' UIE &I DE I I L X 13 00' U. E. �t EXIST. fp75 EX. 2500' III I l It CITY OF FORT COLLINS U.E. ( I 1 I ( I EX 40' 1 1216 W Ash, Sub C I I uE & DIE. I t 1 t Windsor Colorado 80550 III 6�MC WEST Phone: (970) 6743300 t Fax: (970) 674-3303 i 1 PUQ t 11 INTRRWRRT CONSULTING GROUP T lIi I LOf t 1 1 t CITY OF FORT COLLINS, COLORADO 1 1 11 UTILITY PLAN APPROVAL 1 1 PREPARED UNDERTHE DIRECT SUPERVISION OF � , t t t 1 1 I t 1 1 I Ii I I I I It 1 v y 3s CHECKED BY: - STDRWWATLK UTWTY DATE CHECKED BY: "'6�s�AnoN � D ATE CHECKED BY: � �� C.04: TRAMC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET 6 RIGHT-OF-WAY MAP OF 94 _ - '4T±�'• _ .. _. rve.+..e...�+�t•.......-�,-F-, ,anr.a..- -.-,_ _,, s;.Mrn......^q"'�'� �1w1'r,>' .r.�.n......... .9,.�.ganetl�� 42..�M�S9A�.-' +rP... Y�nuo^p�+`^"'^^'�111�11� �9A'e"*"'^ ....gMrw±aww!+�Yq..-v-c. ate„ +w+.�.a...=..y..._�R4.W"'- - - _-""-��I Al�Ir�r. C� l -7 qt ti N LANDSCAPE FABRIC TO BE PLACED UNDER MULCH SPLASH BLOCK, TYP. 4" CONT. RIM SAUCER AROUND EACH SHRUB 4" MULCH AS SPECIFIED ROAD 0 0 SPECIFIED PLANTING MIX. (AMENDED TOPSOIL) WATER AND TAMP TO REMOVE AIR POCKETS i _I SHRUB DETAIL SCALE N T.S. 2X DIA, ROOTBALL TREE STAKE DETAIL SCALE. N.1.S SCARIFY BOTTOM AND SIDE OF PLANTING HOLE GENERAL NOTES 1. STAKE DECIDUOUS TREES UP TO AND INCLUDING 2 1/2" CAL, DO NOT STAKE CONIFERS. 2. REMOVE STAKING AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. 4. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED NO LATER THAN 12 MONTHS AFTER PLANTING. 5. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK. b. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOTBALL. 1" WIDE WEBBING WITH GROMMETS OR 1 /2" DIA. PLASTIC HOSE GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH, WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE. TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL AND TAPER MOUND BACK INTO EXISTING GRADE MULCH RING INSTALL SPECIFIED BACKFILL REMOVE MIN TOP 2/3 OF WIRE BASKET PULL BACK ALL BURLAP AND CUT ALL STRINGS Cl NOTES: 1. THIS IS A TPICAL DETAIL, DIMENSIONS WILL VARY WITH EACH TREE. 2. THE USE OF COBBLE AROUND THE TRUNKS OF THE TREES SHOULD BE REDUCED WHERE POSSIBLE, cN1 4" = 8" RIVER CCEINE CUT PVC FLUSH WITH TOP OF RIVER COBBLE 'a 4' = 8" RIVER COBBLE 4" = 8" RIVER COBBLE } P O 1 m Li N L� q O a 9 O , t'r--3" DIA. PERFERATED PVH PIPE, WRAP WITH GEOTEXTILE FABRIC, RUN PIPE ENTIRE LENGTH OF AREA i INDICATED ON PLANS AT TOE OF SLOPE �l AND BASE OF TREE. > P f- v q O ° 0 3'DIA. PERFERATED PVH PIPE,—J WRAP WITH GEOTEX 1LE FABRIC, 30' ON CENTER COBBLE DETAIL - PLAN VIEW SCALE: 1 /8" -- 1'-0" LARGE EXISTING TREE, SEE PLAN FOR LOCATION CUT PVC FLUSH WITH TOP OF RIVER COBBLE LARGE EXISTING TREE, SEE PLAN FOR LOCATION CONCRETE SIDEWALK IVA r sS1 J"',txt.CF"Ln,,;._�e 3" DIA. PERFERATED PVH PIPE, �3" DIA. PERFFRATED PVH PIPE, COMPACTED SUBGRADE,\ PROPOSED CURB AND GUTTER WRAP WITH GEOTEXTILE FABRIC, WRAP WITH GEOTEXTILE FABRIC, PROPOSED ROADWAY 30' ON CENTER 30' ON CENTER 3" DIA, PERFERATED PVH PIPE, 3" DIA. PFR.FERATED PVH PIPE, 21 MAX SLOPE WRAP WITH GEOTEXTILE FABRIC, WRAP WITH GEOTEXTILE FABRIC, RUN PIPE ENTIRE LENGTH OF AREA RUN PIPE ENTIRE LENGTH OF AREA INDICATED ON PLANS AT TOE OF SLOPE INCATED ON PLANS AT TOE OF SLOPE 4" = 8" RIVER COBBLE DI COBBLEDETAIL - SECTION AND BASE Of TREE AND BASE OF TREE SCALE: 1 /2" :-- 1'-0" CONCRETE SIDEWALK DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM SHEET LO I LO AM Am, SCALE: DATE: CHECKED BY: DATE: OF 1" = 20' 4/6/05 A AM I LANDSCAPE PLAN 94 -1 274 C.v N 66 CD N oU) In J 0 GENERAL DESCRIPTION A FULLY AUTOMATED SPRINKLER/BUBBLER IRRIGATION SYSTEM WILL IRRIGATE TREES AND SHRUBS IN THE MEDIAN IMPROVEMENT AREAS. 6-INCH POP-UP SPRAY SPRINKLERS WILL BE UTILIZED TO IRRIGATE SHRUBS AND 6-INCH POP-UP STREAM BUBBLERS WILL BE UTILIZED TO IRRIGATE TREES. POTABLE WATER WILL BE USED FOR IRRIGATION. THE 1-INCH IRRIGATION TAP WILL BE FROM AN EXISTING WATER MAIN IN THE STRE T. THE 1-INCH IRRIGATION WATER METER WILL BE A REMOTE -READ METER INSTALLED IN AC ORDANCE WTH CITY OF FORT COLLINS WATER DEPARTMENT STANDARDS. ISOLATION GATE VALVES PERMIT THE IS LATION OF `.SEGMENTS OF THE MAINLINE FOR WINTERIZATION, REPAIRS, AND MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN RROVIDED AT APPROXIMATELY 200-FOOT INTERVALS IN EACH MEDIAN FOR INCIDENTAL WATERING. INSTALLATION GENERAL N07 1. THE SYSTEM DESIGN ASSUMES A M1141MUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI AT A DISCHARGE OF 20 GPM AT THE 1-INCH POINT -OF -CONNECTION. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY ISCREPANCIES BETWEEN THESE ASSUMPTIONS AND ACTUAL SITE C NDITIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE LOCATION AND MARKING ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES AND EXISTING IRRIGATION SYSTEMS WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTAL TION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN T E ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO CONST UCTION. 5. THE DRAWINGS ARE DIAGRAMMATIC. j HEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS IYAY BE SHOWN OUTSIDE PLANTING AREAS OR UNDER HARDSCAPE SURFACES FOR GRAPHIC CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLAN ING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE CITY OF FORT COLLINS REPRESENTATIVE PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR POOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL BUBBLERS. C. TWO QUICK COUPLING KE S, EACH WITH ATTACHED SWIVEL HOSE EL AND GATE VALVE, FOR COMPATIBLE OPERATION OF THE QUICK COUPLING VALVES SHOWN ON THE DRAWINGS. 7. SELECT NOZZLES FOR SPRINKLERS AND STREAM BUBBLERS WITH ARC PATTERN THAT PROVIDES COMPLETE AND UNIFORM COVERAGE WITHOUT OVER SPRAY ONTO ADJACENT STRUCTURES, HARDSCAPES, AND ON-IRRIGATEC SURFACES. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH SPRINKLER AND STREAM BUBBLER NOZZLE TO PROVIDE THE BEST PERFORMANCE AND COVERAGE UNIFORMITY. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR IRRIGATION PIPING AND WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH CITY OF FORT COLLINS STREETS MAINTENANCE DEPARTMENT AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED, REQUIRES HORIZONTAL BORING BY THE CONTRACTOR. SIZE SLEEVES AS NOTED ON DRAWINGS, OR AT LEAST TWICE TIE AGGREGATE DIAMETER OF ALL PIPES AND WIRES CONTAINED WITHIN THE SLEEVE. LEGEND ROAD SLEEVING: INSTALL 6-INCH DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND LOW VOLTAGE WIRE CONDUIT SIDEWALK SLEEVING: INSTALL 6-INCH CL 200 PVC PIPE SLEEVE FOR IRRIGATION PIPE MAINLINE PIPE: CLASS 200 PVC (SIZE AS INDICA7-ED ON DRAWING) LATERAL PIPE TO SPRINKLERS AND BUBBLERS: CLASS 200 PVC (1-INCH SIZE UNLESS OTHERWISE INDICATED) —W— EXISTING CITY WATER MAINLINE: — K — TYPE K COPPER PIPE WITH WROT COPPER FITTINGS UNCONNECTED PIPE CROSSING F-- POINT -OF -CONNECTION (P.O.C.) ASSEMBLY p IRRIGATION WATER METER; INSTALL AMR RADIO REMOTE READ METER PER CITY OF FORT COLLINS STANDARDS O WINTERIZATION ASSEMBLY N BACKFLOW PREVENTION ASSEMBLY ® ISOLATION GATE VALVE ASSEMBLY MASTER VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR SRPINKLER AND BUBBLER LATERALS ® RAIN SENSOR ASSEMBLY © QUICK COUPLING VALVE ASSEMBLY oe• POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 5 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 5 FEET FLOW (GPM): Q - 0.10 H - 0.20 F - 0 41 e A ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q - 0.26 H - 0.52 F - 1 05 oleo POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q - 0.39 H - 0.79 F - 1 57 1�V1� x POP-UP STREAM BUBBLER: RAIN BIRD 1806-SAM-'RS SERIES W/ 5Q-B SERIES STREAM BUBBLER NOZZLE PRESSURE: 30 PSI RADIUS: 5 FEET Q FLOW (GPM): Q - 0.5 1 IRRIGATION CONTROLLER ASSEMBLY: IRRITROL MC-30 PLUS-B 30 STATIONS, 27 USED 219 —INDICATES CONTROLLER AND CONTROLLER STATION NUMBER —INDICATES LATERAL DISCHARGE' IN GPM —INDICATES REMOTE CONTROL VALVE SIZE IN INCHES ]—BUB = BUBBLER LATERAL SPK = SPRINKLER LATERAL REVISIONS: - DATE: ADDITIONAL MEDIANS 7-20-05- CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FLAG NOTES OIRRIGATION POINT -OF -CONNECTION COORDINATE WITH CITY OF FORT COLLINS WATER DEPARTMENT FOR PROVISION OF 1-INCH TAP AND METER FOR IRRIGATION FROM EXISTING POTABLE WATER MAIN AT THIS APPROXIMATE LOCATION. PROVIDE EXCAVATION AND BACKFILL FOR PIPING AND TAP INSTALLATION. PROVIDE AND INSTALL IRRIGATION WATER METER IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS, OINSTALL IRRIGATION CONTROLLER, ENCLOSURE, AND RAIN SHUT-OFF DEVICE AT THIS LOCATION AS DETAILED. 120 VAC ELECTRICAL POWER WILL BE AVAILABLE AT THE NEAREST POWER POLE. COORDINATE EXACT PLACEMENT OF CONTROLLER AND AVAILABLE ELECTRICAL POWER WITH THE CITY OF FORT COLLINS REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CDINSTALL IRRIGATION WATER METER, BACKFLOW PREVENTION DEVICE, WINTERIZATION ASSEMBLY, AND MASTER VALVE APPROXIMATELY 20-FEET NORTH OF THE INTERSECTION. COORDINATE EXACT LOCATION OF IRRIGATION WATER METER, BACKFLOW PREVENTION DEVICE, WINTERIZATION ASSEMBLY, AND MASTER VALVE WITH THE CITY OF FORT COLLINS REPRESENTATIVE. OIRRIGATION PIPE AND VALVES MAY BE SHOWN OUTSIDE OF THE PLANTING AREA IN THE HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED MEDIAN AREA. OPRESERVE AND PROTECT EXISTING SITE CONDITIONS, AND REPAIR OR REPLACE ANY SURFACES, UTILITIES, SYSTEMS OR SITE. IMPROVEMENTS DAMAGED BY IRRIGATION CONSTRUCTION TO MATCH EXISTING SITE CONDITIONS. OINSTALL TWO AWG #14 WIRES FROM THE RESPECTIVE CONTROLLER TO EACH OF THE REMOTE CONTROL VALVE ASSEMBLIES INDICATED FOR USE AS SPARE WIRE IN CASE OF CONTROL WIRE FAILURE. PROVIDE A COILED LENGTH OF EACH SPARE WIRE IN ALL REMOTE CONTROL VALVE BOXES ALONG WIRE ROUTING. ROUTE SPARE WIRE IN SUCH A MANNER THAT WIRE IS ROUTED WITH ALL MAINLINE PIPES. OROUTE IRRIGATION MAINLINE PIPE APPROXIMATELY 18-INCHES FROM SIDEWALK. COORDINATE EXACT MAINLINE ROUTING WITH THE CITY OF FORT COLLINS REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. OCOORDINATE EXACT ROUTING OF IRRIGATION LATERAL PIPE AROUND TREE ROOTBALL WITH LANDSCAPING CONTRACTOR._ INSTALL IRRIGATION CONTROLLER GROUNDING COMPONENTS IN THIS AREA. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL �/tIos APPROVED: DATE CHECKED BY:i2i I 'TY D CHECKED BY: STORMWATER U71UTY DATE CHECKED BY: P�" ` 6 i-o Q REATIDN DATE �KS CHECKED BY: ' •."'0' TRAFFIC ENGINEER DATE CHECKED BY: DATE _ e......,,.�.«er.+.. ..rate.- " DESIGNEE BY: DRAWN BY: APPROVED BY: I TIMBERLINE ROAD WIDENING -INTERIM CE3K RJP RLA SCALE: DATE: CHECKED BY: DATE: N,/A I 4-6-05 A DGM I 4-6-05 _ IRRIGATION NOTES AND LEGEND c-1 SHEET 59 OF 94 274 go f**b. ftj Cox 2 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION L LL t7 of Fort Collins DESIGNEE BY: DRAWN BY: APPROVED BY: TIMBERLIN C[3K I RJP RSA SCALE: DATE: CHECKED BY: DATE: 1 it = 30' 1 4-6-05 DGM 14-6-05 Ln LO L) OD C 04 CITY OF FORT COLLINS, COLORADO I UTILITY PLAN APPROVAL ra- M 04):� APPROVED: ;91110..r L-- '0 '� •a) ou CITY ENGINEl DATE 00 CHECKED B Y., Al LLJ I'R & WAS Ty &#D*K "000) - �;Ll c: ITY CHECKED B Y* E 0)R �i - N III �� 3 CN STORMWATLR UTILirl( --FATE M t 9 aa CHECKED BY: 0 0.s � KS W.9REATION DATE m c I Lu C :� ch 3: CHECKED BY. 4:5— C-Allos .1 'E TRAFFIC ENGINEER DATE Im r w z 0 0 CHECKED BY. DATE E ROAD WIDENING- INTERIM SHEET 60A RRIGATION PLAN OF 94 W* }. A r 1 }f { Iv I It_ -_. . a w w A A A A� �A- jjwsrls[ awr :a:1.-.w':rlow �if > �r k ' R CD N O LO S 0 I CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION ity of Nort Collins al:..: 1" � 30' ,WN BY: APPROVED BY: RJP RLA 'E: CHECKED BY: DATE: 4-6-05 DGM I 4-6-05 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ; APPROVED* 05- CITY ENGiNEEk DATE CHECKED BY: ILA7I R k WAST A Un TY D CHECKED BY: �� STOHNWATER UnLITY DATE % Pr'"""'" 4�— r-* CHECKED BY: S`. kCREATiON DATE 4c,a4w CHECKED BY: TRAMC ENGINEER DATE CHECKED BY: DATE 30' 15' 0 30' 60' SCALE: 1 " = 30' LO N � N `^ 0 In CD00,6 O m W •y o Qe c o e i c m W o V Nc ) V N O r C a, W ,m c-6" on cc oc0 E m 0- CT Q �� JQ..r......-..,..«.,..-.max...-,,.,.w�•,..�Q-...�-�.+- �.�.e--_+.+�� `�'*T'^+ *++ _ .... I. gmw,e„,,.h..A*e..ww*e-'^......�..�a+e,.lre*�i.� ^-.a'.. .._ � ,.. `�..,*;'��»""u .. .. �e+.ewwwiw.�—+-T,.!ere+.._«!!ee++}eo-.�+n.+�x�,.u.e�ti �+r+,—*-"---•.,.-..-..�.,.. �.s-..�^^.-m.+*"�• A BACKFLOW PREVENTER ENCLOSURE: BPDI 12"X24"x32" GUARDSHACK MODEL GS-2 BACKFILOW PREVENTION DEVICE: FEBCO MODEL 825YA WITH Nell FULL PORT BRONZE BALL VALVES. SIZE 1-INCH. Y� TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) CL200 PVC PIPE SLEEVE (1 OF 2) 12—INCH MINIMUM 4-INCH THICK CONCRETE PAD 6-INCHES LARGER IN ALL DIMENSIONS THAN ENCLOSURE a , , FINISH GRADE/TOP OF MULCH 6" MIN. COPPER TEE WITH SCHRAEDER VALVE 1-1 2-INCH COPPER MAINLINE TO W NTERIZATION ASSEMBLY 1-INCH TYPE K COPPER FROM WATER METER NOTES: 1. FURNISH FITTINGS AND PIPI G SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE, 2. EXTEND CONCRETE BASE MI IMUM 12-INCHES BEYOND ENCLOSURE. 1 1 BACKFLOW PREVENTION ASSEMBLY DOR)OQ'1( %OOp000 °OpOC 0 o °Oo nVOoo Oo o W FINISH GRADE/TOP OF MULCH VALVE BOX EXTENSION: ARMOR 190110 (HEIGHT AS REQUIRED) 30-IN LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER: ARMOR 190106 MASTER VALVE: GRISWOLD 2000 SIZE 1-INCH 1-1/2-INCH CL200 PVC MAINLINE BRICK (1 OF 4) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 REDUCING MALE ADAPTER 3( VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH 3/4-INCH THREADED PVC CAP 3/4-INCH MALE ADAPTER 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 3/4-INCH COPPER PIPE (LENGTH AS REQUIRED) BRICK (1 OF 2) COPPER FEMALE ADAPTER 1-1/2-INCH CLASS 200 PVC MAINLINE PIPE TT0 GATE VALVE AND MASTER VALVE SCH 40 PVC MALE ADAPTER 1-1/2-INCH COPPER PIPE (LENGTH AS REQUIRED) COPPER TEE 1-1/2-INCH COPPER PIPE FROM BACKFLOW PREVENTION ASSEMBLY NOTE: 1. FURNISH NOMINAL PIPE, AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. INTERIZATION ASSEMBLY 0 VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH QUICK COUPLING VALVE: RAIN BIRD 5LRC STAINLESS STEEL GEAR CLAMPS (1 OF 2) PVC SCH 80 NIPPLE (6—INCH LENGTH) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 2) PVC SCH 40 STREET EL PVC MAINLINE PIPE FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: ARMOR 181104 6—INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 4) THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON —RISING STEM: NIBCO T113 OR EQUAL PVC MAINLINE PVC SCH. 40 MALE ADAPTER NOTES: (1 OF 2) 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. g (ISOLATION GATE VALVE ASSEMBLY `fly of Fort Collins) Colorado UTILITY PLAN APPROVAL APPROVI I); 'leer --iL/ildSr CHECKED By. ater� astcwater tt it HECKE9D DY: Y tormwater tj Ity -- CHECKFD FsY: —,k-A? SHED GRADE OF �RDSCAPE SURFACE BACK OF CURB ' PIPE AND CONDUIT 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS - NOT ALONG ITS LENGTH. NOTES: 2. COORDINATE SLEEVING AND CONDUIT INSTALLATION TO AVOID CONFLICTS WITH SURFACE AND STREET CONSTRUCTION AND 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO UTILITIES IN ACCORDANCE WITH LOCAL CODES. C j NOMINAL QUICK COUPLING VALVE INLET SIZE. 3 REFER TO CITY OF FORT COLLINS STREET IMPROVEMENT AND N' N 4 MASTER VALVE 5 C�UICK COUPLING ASSEMBLY ASSEMBLY a g= REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO co l ENGINEERING DIVISION itv4ort : PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 EL 2%2"x24" REDWOOD STAKE UTILITY STANDARDS FOR BACK FILL AND COMPACTION �� o REQUIREMENTS UNDER STREETS. PROVIDE SAND ENVELOPE AND FLO-FILL AS REQUIRED BY CITY STANDARDS. •C m N6 00LL 4. REFER TO LARIMER COUNTY URBAN AREA STREET STANDARDS - 06 SECTION 22.2.3 FOR FLOWABLE FILL SPECIFICATIONS. � T o c: E'�So C Big OUN y . TYPICAL SLEEVING IN STREETS L ^ L N 6 O C w ` V 6 INSTALLATION Q1121 SHEET - DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM 6 1 CBK RJP RLA SCALE: IDAT4-6—OrJ B : (DATE: IRRIGATION DETAILS OF 94 N.T.S. ACHECKED 30—INCH LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) CHRISTY ID TAG CA REMOTE CONTROL VALVE: RAIN BIRD PEB 3" MIN. (SIZED AS SHOWN) �-+— FINISH GRADE/TOP OF MULCH SPARE WIRE (1 OF 2) VALVE BOX WITH COVER: ARMOR 170106 PVC SCH 40 EL PVC BALL VALVE if PVC SCH 80 NIPPLE 0 OQ o o O — 0 (LENGTH AS REQUIRED) O6 OQO O O BRICK (1 OF 4) SCH 80 NIPPLE (2—INCH LENGTH, — HIDDEN) AND SCH 40 EL PVC MAINLINE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE PVC SCH 40 UNION 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 1 REMOTE CONTROL � VALVE ASSEMBLY 4" MIN. 2„ 61, MIN. 4 IRRIGATION CO ASSEMBLY REVISIONS: DATE: IRRIGATION CONTROLLER ASSEMBLY. 1—INCH SWEEP EL AND CONDUIT WITH 115V POWER CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES 2—INCH CONDUIT FOR GROUND SLOPE TO DRAIN FINISHED GRADE 3—INCH SWEEP EL CONDUIT FOR CONTROL WIRES CONCRETE FOOTING NISH GRADE/TOP OF MULCH DP —UP SPRAY SPRINKLER /2—INCH MALE NPT x .490 INCH BARB EL: RAIN BIRD MODEL SBE-050 PVC LATERAL PIPE VC SCH 40 TEE OR EL WING PIPE, 12—INCH LENGTH 1. INSTALL SPRINKLER/STREAM BUBBLER 6—INCHES FROM BACK OF CURB. 12" DEEP 2—INCH CONDUIT WITH SWEEP ELLS FROM CONTROLLER #6 AWG BARE COPPER WIRE FROM CONTROLLER OR CCU 10—INCH ROUND VALVE BOX WITH LOCKING COVER: AMETEK 181104 FINISH GRADE CADWELD CONNECTION MOD. # GT1161 G OR APPROVED EQUAL /8" x 8'-0" GROUND ROD rr -- BRICK (1 OF 2) 3—INCH MINIMUM DEPTH SIDE VIEW OF 3/4—INCH WASHED GRAVEL 25' LENGTH OF #6 AWG BARE COPPER WIRE COPPER GROUND PLATE ---- 4" X 96" X 0.0625" THICK RAIN SENSOR : MINI—CLIK II PLASTIC TIE DOWN STRAP MOUNTING BRACKET IRRIGATION CONTROLLER ENCLOSURE OR POLE —MOUNT CONTAIN WIRE WITHIN CONDUIT WARE TO IRRIGATION CONTROLLER AND BY—PASS SWITCH (CONNECT TO CONTROLLER COMMON WIRE PER MANUFACTURE'S INSTRUCTIONS) NOTE: 1. MOUNT RAIN SENSOR IN SUITABLE LOCATION TO CONTROLLER ENCLOSURE PER MANUFACTURER'S INSTRUCTIONS. 2. MOUNT SENSOR AT HEIGHT WHERE IT WILL NOT BE IN CONFLICT WITH ADJACENT SPRAY IRRIGATION. 3. INSTALL RAIN SHUT—OFF BY—PASS SWITCH WITHIN CONTROLLER ENCLOSURE PER MANUFACTURER INSTRUCTIONS. F,0,_ ► li ASSEMBLY 0 MARKING TAPE WITH TRACKING WIRE (WHERE APPLICABLE) FINISH GRADE BACKFILL: COMPACTION TO 95% SPD LATERAL PIPE MAINLINE PIPE POWER WIRE CONTROL WIRE BUNDLE NOTE: 1. THIS DETAIL DOES NOT APPLY TO SLEEVING AT STREETS. NOTES: 1. INSTALL GROUND ROD OR GROUNDING PLATE UNDER TURF PLANTING. City of Foa! Ce.?.' ns, Co�crado 2. INSTALL GROUND PLATE AT A MINIMUM DEPTH OF 30—INCHES. ATTACH GROUND li I <a i Y g`Aa...AN A,rF k ✓j�:>��A. WIRE TO GROUND PLATE USING APPROVED WELDING PROCESS. A P P ROVE D: ator last c✓atcr ,gaily Date i CONTROLLER GROUNDING 6 TRENCHING DETAIL CHEvKFI) SY:- Water .,V,4 tY -I- uW DETAIL CHECKED BY: .Ai iieemation C7aie CHECKED BY: AJA CITY OF FORT COLLINS, COLORADO 60 ENGINEERING DIVISION a N J!L O- r->....�- ,m . ,-�-.+..-- .. ...... . . .. ...a.-.—....-.°.'.e�u+'M� .'!r.nw.ww^'^• Im..,s�r....-._- _ . _ _ - _ =-tad.;: ., . T.. .. � _. - - .. M�wie+�.eererrw�w.Rnxn DESIGNED BY: DRAWN BY: APPROVED B Y: _ CBK I RJP RLA SCALE: DATE: CHECKED BY: ty o'i cou;ne N.T.S. ( 4-6-05 DGM 2? 4 APPROX. 10'-20' (EXACT DELINEATOR SPACING TO BE DETERMINED IN FIELD BY TRANSPORTATION DEPT.) CA 10+00 RIGHT LANE MUST TURN RIGHT T. TO REMAIN EMM 13 RIGHT LANE II Pow SPECIAL II (CL STA 11+79) I I 4" YELLOW LINE AT V TIMBERLINE RD. EDGE OF LIP (TYP.) A YELLOW HIGHWAY REFLECTIVE DELINEATOR ;TYP.) +� V PLAN VEVM YELLOW HIGHWAY REFLECTIVE Q —_ DELINEATOR SC GROW /NVESTMENTS, LLC STOP p RlG11r LANE R •� (C7171 L STA 21+12) MUST SECTION A —A uNE CITY OF FORT COLLAI/S TURN RIGHT R4-7 W/ TYPE 1 I WHITE 18" STOP BAR (14 LF) WDIAN DELINEATION DETAIL AGMTTURNLME PA q OBJECT MARKER (2) aNY 12' x 16" WHITE RELOCATE EXIST. CROSSWALK BARS (7) R3-7 YEo% CL SPECIAL (CL STA 23+12) CL STA 13+91) PROPOSED RIGHT-OF-WAY AGE 200'TAPER (Cl STA 17+93) ( I' 1 I a PROPOSED C&G ---------------------- 12' _ - - + -- - - 0' TAPER _._.//////>>///////////////1J7777)]7 ar' ---0-- ---- C �_ _�. n B +---------------- m---{p}------ ---•- a o T/MBERL/NE RD. — -_ ._ — — {?} —• 12' N � 12' 25+� p 10 2 04 a _ ,a• _ ------ _. - - ---- 10 STORAGE-12'- - - - - 200'TAPER - + - _ _.',... 141' ROW I ---------- --- - " A A g--------------------------- — — — I 12 �' __. -- _ - + - 1400 ER - _ __ - ER + 5' FL FL O+ 2' _ ---r - - �- 1 - - - - J/ N 12 N 2OO TA 1 i+-I , .......... } 15+00 16+00 - - - -N�- GD' TAP ----'INN 12' w <n 12' --- 14+00 "ONLY" AND "TURN ARROW' TIMBERLINE CONTROL LINE-�--"' N^, �+ PAVEMENT MARKINGS (TYP.) --- JI --`�/_ - 12 (SEE NOTE 1) - 12' i 00 _ a -_4-- C&G RIGHT LANE _ - _ 12' z 19' WHITE CROSSWALK BARS (6) till 1 OBJECT /TYPEARKER 1 - - 'LANE REDUCTION ARROW" EXISTBEGIN . RIGHT-OF-WAY 1 (2) 12' z 18" WHI � � � � (CL STA 23+41) ANE PAVEMENT RIGHTIANE STOP (CL STA 22+72) II �� (CL STA 23+57) PAVEMENT MARKINGS (TYP.) At CROSSWALK BARS (7} ' WGS PAVEMENT SPEED II II YEDroe�s (SEE NOTE 1) NOTE 1 LIMIT tBEj(G3l1N1 TuM RSGHT it R4-4 I WHITE 18' STOP BAR (15 LF) `I S/DE X/- t A 0 ►) I R1-1 (CL STA 20+30) I II �II STOP 4 R3-7 �� I� (CL STA 16+83) -11 F/LiNQ TWO RELOCATE EXIST. R4-4 SIDEh//LL (I L STA 15+09) II I� WHITE 18" STOP BAR (13 LF) S/DEMLL R1-1 R2-1 (CL STA 14+07) FILAIM ONE F2AVG ONE ! (CL STA 23+48) (CL STA 12+95) i ' m I $j(21PMG LEGENi) I �•� I ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP I 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN �.. I ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. I ' I ® SOLID WHITE CHANNELIZING LINE 8" WIDE ( 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO © SOLID WHITE LINE 4" WiDE I a I I CENTER OF STRIPE. Feet �p0000 ® DASHED WHITE LINE 4' WIDE, 2• LONG WITH 2' GAP ItD DOUBLE YELLOW LANE LINE 4" WIDE CITY Oli FORT COLL/NS SC GROUP /NVESTTAIENTS, LLC ' (r) 4" YELLOW •MTH 4" DASHED YELLOW, 10' LONG WITH 30' GAP WIa PROPOSED RIGHT-OF-WAY -- � 141' ROW TAPER ------ - -------------- ��±oo --- - --- 200' —TAPER - •/�_-NI - - N BEGIN ROWTUM7IAIIE At YEW TO i R4-4 s/DEhnLI (CL STA 26+39) F/L/NQ TWO Ii 1 L REVISIONS. DATE: STA 33+00-47+50 REVISED STRIPING bu0 IIi PER CURB & GUTTER EXTENSION 7/20/05 18'4" WHITE CHEVRON MARKINGS SIN- NrEGRA TED EOU/T/ES 0� C x WA K BA I ® FLE/SChL/ ENTERPR/SES I CROSSWALK BARS (10) WHITE 18" STOP BAR (53 LF) RIGHT LANE ( � � I RIGHTMUSTLAN MUST I BEGIN WHITE 18" STOP BAR 14 MUST I WHITE 18" STOP BAR (14 LF) I RIGHT LANE TURN RIGHT RRH URNW E `BIKE LANE" PAVEMENT 12' x /6" WHITE TURN RIGHT 12' x 18" WHITE � MUST R3-7 t nEiD qi� Es MARKINGS (TYP.) CROSSWALK BARS (7) 17 TURN RIGHT x t (SEE NOTE 1) (CL STA 38+24 CROSSWALK BARS (10) (CL STA 32+54) 100 < 12' x 18" WHITE R3-7 a (CL STA 33+54) CROSSWALK BARS (6) I (CL STA 30+611) PROPOSED C&G N ' I + 12 B --- J C t2' M N B 12' 12' -- --- _ _ _ - - 141, ROW _. _-----� - 12' G -0 12' $' n G 12' -�-- -v�� _ _ ... __ �_, ._ f . ^ 3 + - - r" + �^l - TIMBERLINE CONTROL LINE t2' _ - 107' Fl FL " 12' rn -{ 12' - - 1� N n l �• �' 200' TAPER-- ti + 1 _ - 41+ -� g 42+0 '� < -200' STORAGE __ -1 39+00 1 -. 40+ < R4-7 W/ TYPE 1 �^ 12 ------ ----�---------------- 12'_. ----- - --_ +00 - + -- 37+00 15 12' OBJECT MARKER 31+00 32+00 3Sr00 r -= 34+ � 36 00 +� - - - - I (CL STA 29+161 1 -- V __ - 12' - - �_ - -- """"'" t 2' + 30+00 -100' TAPER--- '% e L^J - _ 12' p �--0-- 12, 12_ - - -- M M + i2' B --a_, _----- 12 N _ T/MBERE E I* _____ � 8S STORAGE- -- 12 <� OBJECT MARKERt , 12 ^_ _ _--- N ----_ `l 8• - (CL STA 30+35) 12' - w+ + i a _ 12' x 18" WHITE -100'- g RIGHT LANE 1 PROPOSED ROW y MUST I' < —100 a RIGHT LANE CROSSWALK BARS (B) BEGIN PROPOSED C&G m N " TURN RIGHT 1w 12' x 18" WHITE MUST . S/DEMLL I BIKELANE' PAVEMENT RIGHT LANE � I ry CROSSWALK BARS (8) BEGIN TURNRIGH7 �I STOP MARKINGS (TYP.) rEDroe,�s R3-7 (2) MUST 12 x 18" WHILE RHITUA'NLANE I (SEE NOTE i) R4 4 FILING TWO (CL STA (c STA 49+57) V TURN RIGHT 12' x 18 WHITE ` CROSSWALK BARS (12) as/DEIflLL YWroO R3-7 (2) b,1 I 1 W� .TYPE i Ql CROSSWALK (CL STA 33+63) Ri-1 (CL STA 38+84) I 1 (2) BARS (10) WHITE 18" F&ING TWO R4-4 (CL STA 35+36) I (CL STA 36+05) OBJECT MARKER (2) (CL STA 27+37) STOP BAR (29 LF) (CL STA 32+63) I (CL STA 37+57) CITY IL FORT COLLINS,NAPOVALDo (CL STA 29+11 WHITE 18" STOP BAR (t5 LF) UTILITY PLAN APPROVAL ( ) ! PREPARED UNDER THE DIRECT SUPERVISION OF ` L I APPROVED: pry EN ,E- (,7/x/0s ZCHECKED BY: ' R & WAS U Tv TATE CHECKED BY: 1216 W. Ash, SuiteC s oRHwATER uTfuTY DATE 50 25 0 50 100 Windsor, Colorado 60550 CHECKED By: Cej6—�s-a3 Phone: (970) 674-3300 xs & L�CREATIDN DATE Fax: (970) 674-3303 SCALE: 1" 50' CHECKED BY: �'�C - C•.1: = TRAF7IC ENGINEER DALE I N T E R W E ET C O N S U L T I N G G R O U P CHECKED BY: DATE DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING —INTERIM SHEET CITY OF FORT COLLINS, COLORADO JDL I JDL 63 OF SC1 "=50' 4/6/05 ALE: DATE: CHECKED BY: DAB: SIGNING & STRIPING -TIMBERLINE ROAD ENGINEERING DIVISION` I Dr P°" Cotltna I ,� .. 94 , 1 • Q* t) 11,1116. nl uj w e-� 1 CID V V - 1 ,STRIPING LEGEND I ® DASHED WHITE LANE LINE 4' WIDE, 10' LONG MATH 30' GAP ® SOLID WHITE CHANNELIZING LINE 8" WADE 0,IIIII,r7r_G �C '-� I I I © SOLID WHITE LINE 4' WIDE RICIHT CANE I I ® DASHED WHITE LINE 4' WIDE, 2' LONG WITH 2' GAP r '^ Fmuc I ® DOUBLE YELLOW LANE LINE 4' WADE CITY OF FORT COLLNVS RIGHT LANE SPE'�IAL a + . MUST (CL STA 43+90) T/MBERLMIE STAR , _.- ' I I i 4' YELLOW WITH 4 DASHED YELLOW, 10' LONG WITH 30' GAP TURN RIGHT eE,31N ( i I ® 4' WHITE CHEVRON MARKINGS -I R3-7 RIGRTTININ N1E y I (CL STA 41+91) IW/TYPE YRD TA 4(CL STA 43+90) TYPE3BARRICADE`STA FOLIAN PROPOSED EDGE OF 2' CL STA 47+47.43 BACK= z4-7 GRAVEL SHOULDER/ROW I CL STA 47+47.40 FORWARD OBJECT, MARKERI C PROPOSED ROW GRAVEOL�SHOULDER/R2 (CL STA 53+93 12' ------------ ;1-- - -�_Q}-_-----_ ----------`------ __ - >�p --------- 200' TAPER _ ^ V- — I <m sn — ---- - - -- C — _ PROPOSED EOA C PROPOSED EOA t2 TIMBERLINE CONTROL LINE _ _ C _ _ _ - — — 5 � 54i� 52+00 5� 12' _ 2' . _ _ _ -- — — 50+00 49+00 12' 47+48+00 00 5— 8' (TYP) - 43+00 — — F— 44+00 45+00 46+00 12' .� i TIMBERLINE AD 12' 12 74_FL-EOA �.,*� _ — — 300' 12' — — — — — — — — — — — _ �C — 12' b + 12' 12' C WHITE 18" STOP BAR (30 LF)O 8 1 NK G B 12 5, < 0 ~ PROPOSED C&G ego PROPOSE-- D RAILROAD 11MSERLINE RD. / X / / / PRZEDRAILROAD ROSSING SIGNAL/ARMS WHITE 18' ST BAR (30 LF) C / 300 1 5$+( -� 57+00 V (TYP) 6t -------------- ------------- -------a- _ 400' TAPER _ PROPOSED C&G �2�4,PAVEMENT "RAILROAD MARKINGS"(TYP.) CROSSING SIGNAL/ARMS / ✓ / 12' x 18" WHITE ew % ' (SEE NOTE 1) / / / ✓ _ - - CROSSWALK BARS (9) RIGHT — I "BIKELANE' PAVEMENT / l I I // /a /� Rrn BEnu s RIGHT LANE / MARKINGS STOP (SEE NOTE 1) Rt-1 (CL STA 42+33) WHITE 18" STOP BAR (19 LF) x 18'WHITE 111111ROSSWALK T1,.2 BARS (8) / WHITE 18' STOP BAR_(17 LF) - � _. STOP II I RELOCATE EXIST. II it II R1-1 I I' (CL STA 5e+04) I III SPRING CREEK CA II II II III I LOT 5 UI II II I , ■ �I INTIRWIS REVISIONS: STA 33+00-47+50 REVISED STRIPIN PER CA)RB & GUTTER EXTENSION REVISED STRIPING PER BMC ACCESS ADDITION DAIS: G sl w 011 oS 7/20/05 'gy! PROPOSED RIGHT-OF-WAY SPECIAL (CL S'(A 43+88) J [10 R2-1 (CL SPA 43+88) 1218111 Ash. Sufte C Windsor, Colorado 80550 Phons::(970) 674-3300 Fax: (470) 674-3303 L T I N G G R O U P WI (CL STA 47+59) 50 25 0 50 100 SCALE: 1 " = 50' f- SIDEMLL FILhVG TWO CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION WID-1 (CL STA So+w 6�PaP BA TH LANDSCAPE AND POWER I EOU/PMENT I SPECIAL ( (CL STA 69+90) HARRY BATH "TOY I RIGHT LANE I r AI NY 12' x 18" WHITE^ L1 ) I CROSSWALK BARS (9) i E I i f �'E,-ill TYPE 3 BARRICADE I _ _ _ _ . _ _ . _, r FxIRT ROW I y pgp EXIST. RIGHT-OF-WAY MUST TURN RIGHT R4-4 (CL STA, 55+33) R3-7 RELOCATE EXIST. (CL STA 56+26) CENTERPOINT PLAZA LOT 1 CACHE LA POODRE INDUSTR/AL PARK mAcr r ,-PROPOSED C&G V II I it II I -----T 1 1 ----------- _=-- -- --- -----------L----- __ _'�-----_-- _------- ---- ----- EXIST. EOA 10l CACHE LA POUDRE W Iu TRACT 3 ARK I = 1N *74) I CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL I !m en !l� I PREPARED UNDER THE DIRECT SUPERVISION OF BMC WEST P.U.D. APPROVED:• LOT I CITYk ENsis DATE HI CHECKED BY: + WAS U 7v DXTEIIIIr 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN CHECKED BY: ko-Ar ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. STORMWATER JTI DATE 1 CHECKED BY: � -f? �-jx-D$ 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CHECKED BY: P xs Ana+ DATE CENTER OF STRIPE. TRAFFIC ENGINEER OATSE CHECKED BY: DATE DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING --INTERIM SHEET JDL I JDL 64 SCALE_ (DATE: - CHECKED BY: (DATE: SIGNING & STRIPING -TIMBERLINE ROAD _ 94 0 v y m 50 25 0 50 100 SCALE: 1 " = 50' U I PLAND'S \ L4 STRIPING LEGEND I 0. I \ r ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG KITH 30' GAP I V L\ ® SOLID WHITE CHANNEUZINC LINE 8" YNDE \ © SOLID WHITE LINE 4" MADE I ! lk I \ ® DASHED WHITE LINE 4' WOE, 2' LONG 1MTH 2' GAP V \ (E) DOUBLE YELLOW LANE UNE 4' WIDE I l oik Q_ \ (E) 4" YELLOW MATH 4" DASHED YELLOW, 10' LONG WITH 30' GAP I 1 \ � I \ 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN ACCORDANCE MATH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. \ 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO \ CENTER OF STRIPE. I \ I \ H. MWAS BA rH I \ I \ I HARRY BA TH SPELT BUSINESS C PUD. 70K f \ \ I \ <) "RAILROAD CROSSING" I \ \ _a PAVEMENT MARKINGS (TYP.) (SEE NOTE i - I 12 x I WHITE \, j MATCH E ISTASTRIPING „ ( (CL STA 305+55) diOSSWALK Q B (5) --------------- —_ — — ---- -— t I P CI RR I i BMC WEST P.U.D. I _ nor r TIMBERLINE RD. —L_ 1 , 1 �c III / PROSPECT - III TIMBERLINE P.U.D. I� II FIRST F/L#va II II Lor i fil � Ilil rr II 12' x 19' WHITE 'ONLY' AND "TURN ARROW" R4-7 / ' J / CL STA MATCH 314+XIST.�TRtPING CROSSWALK BARS (13) PAVEMENT MARKINGS (TYP.) I I II (SEE NOTE 1) (CL STA 312+93) I I I GHT LANE 3 �rR►.. .► = e�a.� �,n�-w�.�e- -��mr -.�aac -Cl TA 31 r' +t02= I) I MUST S - MATCH EXIST. • - STRIPING III R3-7 — l — ---5+00 ------ ----------- — ��-------- - - - ---- '0 ---------- --=a c- - --=-=fir_.-�.�= - 14't R4-7 W/ TYPE 2 \ - - - ="L==--- = = = —- �= = = ' - - - - �= - - = - s-' 112.5 ROW 14't /r �' OBJECT MARKER (2) PROSPECT CL - 8Tt FL -FL 12't j 14' - (CL STA 306.76) - CL STA 308+24) - "..� - .- - 300►00 �_-40 - -+---- t 2'- . •- as - - t----�—+ - - — — 73't -_ - _—= m "�R�,a_ + ^o + _- n - - D �- 1100' TAPER < ---- - .-.ram ar — 21T STORAGE .wr ----- - 200_ TAPER -----©'-------- CL STA 300+68 MATCH EXIST. STRIPING INTERAtSTM CO WHITE 18" STOP BAR i PROPOSED RAILROAD CROSSING SIGNAL(ARMS I ' I IGNT LANE I I R3-7 kCL STA 303+16) a II � I � I ! TA CITY OF ORr CaiNs 1 I \ ', 1218 W Ash, SuRe C Windsor. Colorado W550 Phone: (970) 67"DO Fax. (970) 674-3303 . T I N G G R O U P STOR 18' 7L II -- WHITE 18" STOP BAR (51 LF) -� ^ ICHT LANE \ L� MUST TURN RIGN R3-7 (CL STA 306+39) / 12' x 18' WHITE / CROSSWALK BARS (10) / TERRY J. KEA TING / SPFONO OREEK CAL W A L O/s \� ✓OHNSON I II (CL STA 308+86) rye -)NW. - - - --6 WHITE 18" STOP BAR (64 LF -- 30+0 ..._... 12' rc 16' - S - �I. r► •rR wvw _ — — — — -- '--70' TAPE 311e00 N v CL STA 314+ STORA� STORAGE (2 N — MATCH EXIST. STRIPING 12 125 t OW i PER , 12 SPEED / 2D' _ LIMIT 12' x 18 WHITE 40 CROSSWALK BARS (6) RELOCATE EXIST. / R2-1 ( (CL STA 310+17) (CL STA 310+09) TRACT A / — I SPRING CREEK i CENTER P.UD. LOT 4 - I 1 � I � ICITY OF FORT COLLINS, COLORADO it I UTILITY PLAN APPROVAL PREPARED UNDER 11# DIRECT SUPERNNON OF I I LOT 5 I APPROVED �,16TY ENGINEER GATE CHECKED BY: IWATER�h(WASTEWATER UTTUTY DATE II I CHECKED SY: sToRr�w uvun 6. DY 1 I ATE CHECKED BY: BAR~� DATE I I CHECKED BY: �NCNE tole) D� I CHECKED BY: JDL JDL SCALE: DATE: CHECKED BY: DATE: . 1"-50' ( 4/6/05 DATE TIMBERLINE ROAD WIDENING —INTERIM SHEET fib SIGNING & STRIPING -PROSPECT ROAD OF 94 -1 274 H v G LLJ cn 1. CP STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES TO COORDINATE RELOCATION. PHONE: 221-6700 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT do POWER. CONTACT CITY OF FORT COLLINS LIGHT NY POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 221-6700 3. ALL TELEPHONE RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY QWEST. CONTACT CITY OF FORT COLLINS LIGHT do POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7853 4. ALL FIBER OPTIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY PLATTE RIVER POWER AUTHORITY. CONTACT PLATTE RIVER POWER AUTHORITY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 229-5311 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY GREAT WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 398-4505 AIN 6. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6406 7. UPON REMOVAL OF CONCRETE IRRIGATION STRUCTURES ALL EXCAVATED AREAS SHALL BE FLOWFILLED. 8. ALL UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH AS DETERMINED IN THE FIELD. 9. LIMITS OF STREET 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. SC GROUP hiI/ESTMENTS, LLC Im 1 P RR TIMBERLINE RD. 0-0 I I STA END PROPOSED 8' WATERLINE INSTALL BLOWOFF W/TB 8' WATER (28 LF D.I.P.) I 4' SAN MH VALVE CP TEST STATION STA LD-40.9 TO BE RELOCATED CONNECT TO EXIST. COFC 24" WATERLINE NUT430Z (SEE NOTE 1) EXIST. SIGNAL POLE TO REM (PROTECT IN PLACE) VALUE PROPOSED STORM 1 24 x8 TAPPING SADDLE W yAlyE 34,7 (SEE SHEET 36) PROVIDE CATHODIC PROTECTION CONNECTION �p,7 EXIST. COFC FIRE HYDRANT NUT-278 © 8" GV (W) (SEE DETAIL PER SHT. 91) NUT-34.7 , TO REMAIN (PROTECT IN PLACE) - - - — EXIST. ROW - - - W - W - - - W 4 COFC- W W W - W W W -24" COFC- W W W _ W W W W W 2f' COFC- W W W W W W- 4' CCFC- W W W REMOVE EXIST. CONCRETE w �� _ �- - - - - - - - - - - _ . nc — maw m�cc —.gym. —�mc .... .. ,s-—:—_—....� — ...... — — ...... _--—- mac—.�...� T ...... ...... ...... ..... ...... ...... ...;T ...� �.... CURB CUT AND CHANNEL -amp -aim - �m�c -�ma- �aac - amp �m<- mac -amp --amc-- -zaan- ae�m - nm� mec -yam- �aiac - mm- mac - aamc -��aa- _ _ T=......�-�.... .��-.r..�T T T T � 1"c� - y�ys .....� ...... - � T T IT T sac- m�a� mom - m`�c yam--��m�- mac - �m�� mr -��m� Tmc - m��c �m�� -T�m �ma- amp aaac amp Tm�nm� 25+00 TIMBERLINE CONTROL LINE a - �� - —� - —� - -- ��— �rr` - -yea - avoa_. - an•� - - vre� wrn-'°'"`16+00`-' -vrt �v�r - �ma i4+ .� -vr�� , � '77-- :`I"�- � G 20+00 G G UD G —C" Hp- G 00 G C G G G G� G - Cam- Hp- G G G z _ _ at-i-a=::::az= -.va yuu- -aaa- yvu �e�n - v�vvs_.u_ �ea�- - I'- 1'--�- 17+00 �� - �� -�� 16+- 16+00 -'ra`_ - - -�— 14+CK1 mccc -.- mac.aa.- Ewa - - - - - T -IRaC -aR\\ -�mc - 1 - - - \�_ y\eL= `al1l�.-- Neva_ - 12+00 13+00 �� ABANDON EXIST. AREA INLET .�. - �,cc- .�,�,-ems -amc - mccc -•m`� mn"e �� - - CAP EXIST. 4' PIPE AT EACH ENO "ter �� T/MBERL/NE RD. mac -mm -mac -.mcc - yea hem - �v� _ _-- �.�— m\m 12' SANITARY SEWER TO BE JACKED AND BORED UNDER ROADWAY (SEE SHEET 39) REMOVE EXIST. CONCRETE IRRIGATION STRUCTURES STA 23+39.45, 60.50' RT ; EE TE 7 REMOVE EXIST. CONCRETE CONNECT TO EXIST. COFC 8" WATERLINE mmL- �p \�\- IRRIGATION STRUCTURE - ( ) - BY DIRECT TAP 1' IRRIGATI N UN 22 E K OPPER — (SEE NOTE 7) -� (INSTALL CURB STOP & METER PIT) z, -- ---- -------- W _ ' __- -------��--- J T i II (SEE SHEET 80 FOR IRRIGATION EXTENSION) J --------------- k J/ I — — — — --- --- --- I I 11 I (P R SIDHISAN �FlUNG ONE) QREMOVE EXIST. CONCREIE EXIST. ROW Y /— — l S/DEW LIRRIGATION STRUCTURE II I F/L/NG TWO C� II = II (SEE NOTE 7) II Q I EXIST. SIGNAL POLE TO REMAIN REMOVE EXIST STRUCTURE II O II S/DEWL I II I (PROTECT IN PUCE) (SEE NOTE 7) S/DEWL _ _ — — — — j �i c\ ii F/L/NG ONE t F/LA G ONE I II C/TY OF FORT COLL/NS it STA 28+40.87. 57.00' LT ' RELOCATE VENT PIPE (19 LF) \ VALVE \ LD-43.2 \\ RELOCATE EXIST. NUT-42.6 \ TELEPHONE PEDESTAL \ W(SEE NOTE 3) W W T— 27+00 26+00 c c c c IF JIL - - - REMOVE EXIST. 2e RCP i- r- (51 LF) REMOVE EXIST. CONCRETE 1 IRRIGATION STRUCTURE (SEE NOTE 7) S/DEH/LL uj FILING TWO 7/20/05 11 /10/06 EXIST. IRRIGATION DITCH TO BE ABANDONED STA 28+48.68, 57.00' LT RELOCATE FIRE HYDRANT I, (10 LF 6- D.I.P.) 8- WATER (51 LF D.I.P.) REMOVE EXIST. CON yE IrIRRIGATION STRUCTURE �42,3 4SEE NOTE 7) NUT-37.7 - - - W - " COFC- W - � 3 G -e' 8' WATER (146 LF D.I.P.) PROPOSED IRR. PIPE J (PER SIDEHILL FILING TWO) PROPOSED WATERLINE (PER SIDEHILL FILING TWO) I SC GROUP AVVESrW)III, LLC PROPOSED IRR. PIPE - (PER SPRING CREEK FARMS) STA 29+92.09, 35.33' LT HD PROPOSED 8" WATERLINE INSTALL BLOWOFF W/TB STA 29+90.98, 35.31' LT CONNECT TO EXIST. CORI 24' WATERLINE 24"x8- TAPPING SADDLE W/TB PROVIDE CATHODIC PROTECTION CONNECTION 8- GV (W) (SEE DETAIL PER SHT. 91) PROPOSED IRR. MH (SEE SHEET 39) STA 30+011 35.31' LT CONNECT TO EXIST. COFC 24" WATERLINE 24"xB" TAPPING SADDLE WI PROVIDE CATHODIC PROTECTION CONNECTION GV (E) (SEE DETAIL PER SHT. 91) VALVE LID-42.3 NUT-37.4 —W -- w --- W LIT ---- -- PROPOSED STORM 28 _ 1 (SEE SHEET 38) STA 35+97.30, 23.9T LT CONNECT TO EXIST. COFC 24" WATERLINE 2ex8- TAPPING SADDLE W/TB FLEISCM/ ENTERPR/SES PROVIDE CATHODIC PROTECTION CONNECTION 8- GV (E) (SEE DETAIL SHT. 91) VAL 0.2 NUT-34.8 _ \ co c- W —fir— W -- 1--- _�_ PROPOSED IRR. PIPE REMOVE EXIST. C NCRETE (SEE SHEET 39) IRRIGATION STRUCTURE (SEE NOTE 7) W W W CP TEST STATION J TO BE RELOCATED (SEE NOTE 1) _ APPROXIMATE LIMITS OF STREET CUTS (TYP.) (SEE NOTE 9) .,-PROPOSED IRR. MH S/DEML (PER SIDEHILL FILING TWO) F/L/NG TWO STA 30+04.86. 110.22' RT PROPOSED STORM M►•1 -END PROPOSED 8' WATERLINE (PER SIDEHILL FILING TWO) INSTALL BLOWOFF W/TB CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION I a0 Lu W I VALVE - LID-30.1 NUT 37+6 GRA TED EOU/T/ES STA 37+62.76, 34.9 89.15' LT CONNECT TO 8" WATERLINE BY DIRECT TAP STA 37+61.19, 17.29' LT I ' CONNECT TO EXIST. COFC 24" WATERLINE 24'x8' TAPPING SADDLE W/TB I ' PROVIDE CATHODIC PROTECTION CONNECTION 8- GV VAIE (w) (SEE DETAIL PER SHT. 91) REMOVE EXIST. 120 MP EXIST. CURB STOP R REMOVE EXIST. a DIP WATER METER AT MAIN (5 LF) T — T T" tANIY TBETJACKED ANDR ROADWAYw W (SEE++00 - RELOCATE EXIST. TELEPHONE PEDESTAL REMOVE EXIST. 12' CMP (SEE NOTE 3) (45 � T T1AIIII/NE M. STA 37+62.75, 11 LT END PROPOSED 8- WATERLINE INSTALL BLOWOFF W/TB 3/4" X IRRIGATION LINE (10 LF TYPE K COPPER) (INSTALL CURB STOP k METER PIT) INSTALL PROPOSED FH 8- SWIVEL TEE W/ TO dt 10 LE 6- D.I.P. REMOVE EXIST. COFC FIRE HYDRANT CLOSE VALVE, REMOVE VALVE BOX PLUG & THRUST BLOCK VALVE W -24' COFC- W 37+00 - - TIMBERLINE CONTROL LINE (TYP.) --- --- -- EXIST. ROW �- � PROPOSED STORM 2 8' WATER (107 LF D.I.P.) (SEE SHEET 36) PROPOSED WATERLINE I STA 35+95.04, 82.50' RT (PER PROPOSED FILING TWO) I END PROPOSED 8" WATERLINE INSTALL BLOWOFF W/TB ■ N I PROPOSED STORM SEWER (PER SIDEHILL FILING TWO) I r � 1218 W. Ash, SuRe C Windsor, Colorado 00550 Phone: (970) 674-3300 Fax: (970) 674-3303 I NTERWE•T C O N S U L T I N G G R 0 U P 'A' -24' COM- 00 42+00 ' TEST STATION BE RELOCATED (SEE NOTE 1) e PROPOSED STORM 3 REMOVE EXIST. AREA INLET -7 (SEE SHEET 36) S/DEW L REMOVE EXIST. CONCRETE I FILING TWO IRRIGATION STRUCTURE I (SEE NOTE 7) I PROPOSED STORM MH PROPOSED SAN MH (PER SIDEHILL RUNG TWO) (PER SIDHILL RUNG TWO) I CITY OF FORT COLLINS, COLORADO ' I UTILITY PLAN APPROVAL I PREPARED UNDER THE DIRECT SUPERVISION OF ,�� I APPROVED: 0TY ENGINEEy DATE CHECKED BY - WASTE R k WASTE A ' I CHECKED BY. _ I ' STORMWATER UTILITY DATE CHECKED BY: " qi-�- '• I PARKS k RECREATION DATE CHECKED BY: I✓�-C•'u'� I TRAFFIC ENGINEER DATE I I CHECKED BY: DATE I i� DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM SHEE JDL I JDL 7 SCALE: DATE: CHECKED BY: DATE: 1 "=50' i 4/6/05 L I. I UTILITY REMOVE, REPLACE & INSTALLATION -TIMBERLINE ROAD OF 94 REMSED C - I 2714 u REVISIONS: GENERAL NOTES 1. ALL TRAFFIC SIGNAL MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE CITY OF FORT COLLINS SPECIFICATION THE MANUAL ON UNIFORM CONTROL DEVICES (FEDERAL HIGHWAY ADMINISTRATION, , 2003), AND ALL OTHER ORDINANCES WHICH APPLY. 2. ALL WORK ZONE TRAFFIC CONTROLS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART 6, AN CURRENT SUPPLEMENTS. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO BEGINNING WORK. A PUBLIC WORKS R.O.W. PERMIT SHALL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN. 3. THE BID QUANTITIES OF THE PROJECT ARE THE RESULT OF A CAREFUL QUANTITY TAKEOFF BY THE ENGINEER. THE CONTRACTOR SHALL, HOWEVER, SATISFY HIMSELF AS TO THE ACCURACY OF ALL QUANTITIES AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER, IN WRITING, AT HIS EARLIEST OPPORTUNITY. 4. THESE TRAFFIC SIGNAL PLANS REPRESENT A SCHEMATIC PLAN ONLY. THE EXACT LOCATION OF THE TRAFFIC SIGNAL POLES, LOOPS, ETC. ARE TO BE STAKED IN THE FIELD BY THE CONTRACTOR, AND SHALL BE STAKED IN THE FIELD PRIOR TO ORDERING ALL TRAFFIC SIGNAL POLES AND MAST ARMS. THE STAKED LOCATIONS WILL BE VERIFIED AND APPROVED BY T E ENGINEER OF RECORD AND CITY OF FORT COLLINS TRAFFIC SUPERVISOR PRIOR TO ORDERING ALL TRAFFIC SIGNAL POLES AND MAST ARMS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING AT EACH SIGNAL FOUNDATION PRIOR TO ORDERING ALL TRAFFIC SIGNAL POLES AND MAST ARMS TO VERIFY THAT THE LOCATION IS FREE OF ALL OBSTRUCTIONS. 6. THE PHYSICAL FEATURES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FEATURES, INCLUDING ALL UNDERGROUND AND ABOVE GROUND UTILITIES. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987. 7. ALL SIGNAL CABLE IS CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENT OF SIGNAL POLE BASE TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET, SPLICING SHALL OT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 8. DETECTION FOR ALL APPROACHES SHALL BE VIDEO DETECTION AND SHALL BE INSTALLED BY THE CONTRACTOR. A REPIZESENTATIVE FROM THE MANUFACTURER SHALL BE PRESENT FOR ALIGNMENT AND PROGRAMMING. One (1) MONITOR AND ONE (1) KEYPAD SHALL BE PROVIDED. 9. UPON COMPLETION OF THE WORK, THE ONTRACTOR SHALL SUBMIT RECORD DRAWINGS, CORRECTED PLANS, AND/OR ANY ADDITIONAL DATA REQUIRED BY THE CITY OF FORT COLLINS SHOWING IN DE AIL ALL CONSTRUCTION CHANGES. 10. ANY WIRING LENGTHS ARE ESTIMATED FOR BIDDING PURPOSES ONLY AND SHALL BE CONSIDERED INCIDENTAL TO THE INSTAL ATION COST. 11. ALL EXPOSED CONCRETE SURFACES SHAL BE FORMED, TROWELLED, AND FINISHED TO PRESENT A NEAT SURFACE. 12.THE CONTRACTOR SHALL INSTALL DELINEATORS AT ALL PULL BOXES. 13. THE CONTRACTOR SHALL COORDINATE Alf L ACTIVITIES INVOLVING THE CONNECTION OF POWER TO THE TRAFFIC SIGNAL. 14. ALL ROADWAY CONSTRUCTION SHALL CO FORM TO THE CITY OF FORT COLLINS ROADWAY SYSTEM AND DESIGN STANDARDS. 15. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF FORT COLLINS ENGINEERING DIVISION. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 16. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS ENGINEERING DIVISION INSPECTION SECTION AT (970-221 -681), A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. 17. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. FOR INFORMATION CONTACT: U.N.C.C. (1-800-922-1987) 18•THE CONTRACTOR SHALL HAVE: ONE (1) SIGNED COPY OF THE PLANS (ACCEPTED BY THE CITY OF FORT COLLINS ENGINEER) AND ONE (1) COPY OF THE CONSTRUCTION SPECIFICATIONS FOR THE PROJECT AT THE JOB SITE AT ALL TIMES, 19. STREET CUTS FOR CONDUITS ON EXISTIJG PAVEMENTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 20. A PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF FORT COLLINS FOR ACCEPTANCE WITH THE PERMIT APPLICATION. AN EXCAVATION OR PUBLIC IMPROVEMENTS CONSTRUCTION PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION. 21• THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR TWO (2) YEARS FROM THE DATE OF THE CITY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID AND WILL BE SUBJECT TO RE -REVIEW AND RE -ACCEPTANCE BY THE CITY OF FORT COLLINS. 22.INSPECTION: CONSTRUCTION SHALL NOT BEGIN UNTIL ELECTRICAL AND CONSTRUCTION PERMITS HAVE BEEN ISSUED. IF A CITY OF FORT COLLINS ENGINEERING INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITTEE MAY COMMENCE WORK IN THE INSPECTOR'S ABSENCE. HOWEVER, THE CITY OF FORT COLLINS RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 23. BECAUSE THE CITY WILL MAINTAIN THE TRAFFIC CONTROL DEVICES ON PUBLIC RIGHTS -OF -WAY, ALL TRAFFIC CONTROL DEVICES SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 24. SIONAGE AND STRIPING SHALL BE COMPLETED AND IN PLACE BEFORE THE SIGNAL IS TURNED ON. THESE STANDARDS ARE TO BE USED IN CONJUNCTION WITH OTHER APPLICABLE CITY OF FORT COLLINS STANDARDS, 25. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THEY DETERMINE THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR CDOT M&S STANDARDS. 26. THE CONTRACTOR SHALL PROVIDE THE CITY OF FORT COLLINS TRAFFIC SIGNAL SUPERVISOR AND LSC ENGINEER WITH SCHEMATICS FOR ALL ELECTRONIC EQUIPMENT. SIGNAL EQUIPMENT 1. EACH VEHICLE SIGNAL HEAD ON MAST ARMS SHALL HAVE A LOUVERED ALUMINUM BACKPLATE BLACK IN COLOR. 2. ALL POLES SHALL BE INSTALLED A MINIMUM OF 3 FEET FROM THE EDGE OF THE POLE TO THE FACE OF THE CURB. 3. ALL ELECTRICAL SYSTEMS SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE SPECIFICATIONS, A GROUND ROD SHALL BE INSTALLED FOR EACH POLE AND CONTROLLER CABINET. 4. THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE AN UNINTERRUPTED POWER SOURCE. 5. TRAFFIC SIGNAL INSTALLATION AND ALL ASSOCIATED WORK SHALL BE COMPLETE (INCLUDING PUNCH LIST) PRIOR TO FLASH INCLUDING OPERATIONAL LUMINAIRES. 6. LUMINAIRE ARMS SHALL BE 15 FEET IN LENGTH. 7. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES INVOLVING THE CONNECTION OF POWER TO THE TRAFFIC SIGNAL. 8. WHEN VIDEO DETECTION IS USED, A 4-CHANNEL VIDEO IMAGE PROCESSOR AND 2-CHANNEL EXPANSION MODULE SHALL BE PROVIDED FOR EACH CAMERA REGARDLESS OF PHASING, UNLESS OTHERWISE NOTED. CIRCUIT SCHEDULE NOTES 1. WHENEVER MULTIPLE CABLES FEED EQUIPMENT ON A SINGLE POLE EACH CABLE SHALL CONTAIN A NEUTRAL WIRE. 2• THE SIGNAL SYSTEM SHALL BE WIRED FOR AN ULTIMATE 8-PHASE OPERATION. (SEE PHASING DIAGRAM/LAYOUT FOR CONFIGURATION) CONDUITS 1. ALL CONDUITS SHALL HAVE A PULL ROPE LEFT IN THEM WHEN CONSTRUCTION IS COMPLETED. 2. ALL PULL BOXES SHALL BE TYPE I TO ACCOMMODATE FIBER COILS IN THE PULL BOX. A MINIMUM OF 10 FEET OF FIBER COILS WILL BE STORED IN THE PULL BOX. OPERATIONS 1. 3M OPTICOM PRIORITY CONTROL SYSTEM AND CABLE SHALL BE PROVIDED. 2. 2070 CONTROLLER WILL BE USED. 3. 332 CABINET WILL BE USED. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL c�. IAge PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: AN CITY ENGINEER ICI CATE CHECKED BY: IslA -- WATER & WASTEWATER UTILITY DATE CHECKED BY: 14114- 4.1f-QY STORMWA..//TER UTILITY DATE CHECKED BY: NA PARKS & RECREATION DATE CHECKED BY: A6:�e / L•<< TRAFFIC ENGINEER 0A CHECKED BY: DATE =^` DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -INTERIM ' SHEET WJ I MES 67 SCALE: DATE: CHECKED BY: DATE: °� 1" SIGNALIZATION DESIGN NOTES =20' ( 04/06/05 BTW 04/06/05 94 1.1 C 4 2.74 tv V Alcoampm= T• r 20 0 10 20 ORIGINAL SCALE: 1"=20' LEGEND 10" ALY 24 SIGN S-3 -4 -5 S-8 S-9 REVISIONS: DATE: ADDS=D LT INDICATOR & LT ONLY 07/27/06 SIGN 1"0 ACCOMODATE DUAL LT bw> Ilh/oC rquest ms it" e1 im kwgrmmd taclM *s :^Vt�,,,n�€� ��,,, +sa£, 7 C aig'`S►afely. AG R HaSIGNAL HEAD AND 1.800.922.1987 PHASING DIAGRAM E 7C G PUSH —BUTTON —BUTTON vn ww.uncc.orul 8 PHASE CABLE SCHEMATIC ar€ ' RQ" f and protect nift Mark$; R D49 wd�F G.�r�: 07, Y NKA 06 03 G 0 5C o 5C PULL BOX c 5C tl 02 f-- 08 TT:3RK=0 ��01 �- 03 _ _ CONTROLLER �I _ 2C SHIELDED 1 BARE COPPER 06f 07 0-�--�► #8 FOR GROUND C IN UNDERGROUND 40 CONDUIT TO PULL BOX' P5 • 05 ("75 )�I Power service connection required A Locate controller a minimum of 10' from 4 ✓�. 07 ��' f S° 512i i 1 fire hydrant 04 NOTE: NORTHBOUND AND WESTBOUND LEFT --TURNS P6 '' ` 4 - � '" "� -� - � � � APPROXIMATE QUANTITIES ARE PROTECTED ONLY 1 ITEM QUANTITY TRAFFIC SIGNAL - STREET LIGHT 613 3" CONDUIT 1400 POLE WITH MAST ARM �� 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 1 614 CONTROLLER CABINET (332) 1 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 75 FT. 3 TRAFFIC SIGNAL HEAD, NEW P7 M 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 40 FT. 1 _t 614 TRAFFIC SIGNAL - PEDESTAL POLE 3 TRA FIC SIGNAL HEAD, EXISTING 2-3" CONDUIT ALL THE WAY AROUND/eCt Rd. 614 TRAFFIC SIGNAL HEAD 22 - pros J 11 18 614 PEDESTRIAN SIGNAL HEAD 8 614 PUSH Lr PED STRIAN SIGNAL HEAD, NEW 614 METRO BUTTON PANEL (CLASS 1)) 4 PED STRIAN SIGNAL HEAD, EXISTING 19 614 ELECTRICAL SERVICE UTILITY 1 S-7 " 614 LANE USE SIGNS (SIGN PANEL (CLASS 1)) 8 CONDUIT - . t� 20 614 VIDEO DETECTION UNIT - . _ 4 :. 627 PAVEMENT MARKINGS (CROSSWALK, STOP BARS) L00 DETECTOR S-8 S 9 627 PAVEMENT MARKINGS (LANE LINES) - 21 + FOUNDATION - CONTROLLER 1 8 + FOUNDATION - POLE 4 PUL BOX - .- " h o 2 + FOUNDATION - PEDESTAL POLE 3 TRA IC SIGNAL CONTROLLER 7 + COMMUNICATION SERVICE CONNECTION 1 P3 + PEDESTRIAN INFORMATION SIGN 4 PED STRIAN PUSH BUTTON S`-2 + WIRING I� 6 + PULL BOX 8 VIDE DETECTOR + GROUND ROD - 0 P1��.T �- — 4 _= . F 5 • + LUMINAIRE 4 _ = EMERGENCY PREMPTION DETECTOR = -" - 2 S + 3' 90' L - 21 - (75) S-9 + 3" PVC COUPLING + NOT A PAY ITEM 'g ro=; City of Fort Collins Water Department will need to be present when traffic signal base is constructed. fR FFIC SIGNAL HEADS AlChange to protected only indicators ( J 12" E) 12" CD 12" O 12" D 12„ ONL G 12�� 24 SIGN HEAD HEAD S-2 1,2,3,5 4,9,14,15,20 S-6 6,7,8,10 21,23 11,12,13,16 17,18,19,22 Change to 50' mast arm \ /2 PREPARED UNDER THE DIRECT SUPERVISION OF HEAD P1—P8 ' I a r e CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 9i EOt6 COE R6 DESIGNED BY: DRAWN BY: APPROVED Bl WJ I MES SCALE: DATE: CHECKED BY: 1"=20' I 04/06/05 . BTW DATE: 04/06 /05 UTILITY PLAN APPROVAL CHE.;KED EY: : ___ dr- If_JV- PAIR" CHF::KEC B?':..��.---------- ---- TIMBERLINE ROAD WIDENING -INTERIM PROSPECT ROAD SIGNALIZATION DESIGN 68 OF 94 C-1 274 pc To uk'm 1erAc" of wrdel 'ump fscmfts 1.500.922.1987 www.uncc.org C'V: , ,o r ' �t'€Ki:t RaT; �s=s»+4'r g8:� rsaRatx«s GM ♦4?tM -HMI Ym.IIMwI.Ms Ce,N..CeA 20 0 10 20 4 ORIGINAL SCALE: 1"=20' LEGEND TRAFFISIGNAL — STREET LIGHT POLE WITH MAST ARM TRAFFII$ SIGNAL HEAD, NEW SIGNAL HEAD, EXISTING PEDESTRIAN SIGNAL HEAD, NEW PEDESTRIAN SIGNAL HEAD, EXISTING COND TETECTOR LOOP PULL 13OX TRAFIC SIGNAL CONTROLLER PEDES RIAN PUSH BUTTON VIDEO DETECTOR EMER ENCY PREMPTION DETECTOR TRAFFIC SIGNAL HEADS o" ONLY ONLY 24' 24" SIGN SIGN S-1 S-2 3 S-6 —5 S-7 S-8 REVISIONS. DATE. RESPOND TO COMMENTS 04I061 12 12 O12" 12 t> �..J 12 " ®12 t, HEAD HEAD 1,2,3,5 14,15,20,21 6,7,8,10 11,12,13,16 17,18,19,22 PHASING DIAGRAM 5 PHASE HEAD 4,9 m ._., ... .R . Nancy Gray Dr. ry 6 0 �I �4 _. P1 1 - � ') A. :1 q—� , S 12it iL 12" 12" ' ` HEAD P1—P8 DESIGNED BY: DRAWN BY: APPROVED BY. "tat WJ MES SCALE: DATE:CHECKED BY: DATE: _ 1"=20' I 04/06/05 BTW ( 04/06/05 SIGNAL HEAD AND PUSH—BUTTON CABLE SCHEMATIC PULL BOX L TO 1 BARE COPPER #8 FOR GROUND 1-24C IN UNDERGROUND CONDUIT TO PULL BOX APPROXIMATE QUANTITIES ITEM QUANTITY 613 3" CONDUIT 1000 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 1 614 CONTROLLER CABINET (332) 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 55 FT. 2 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 50 FT. 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 45 FT. 1 614 TRAFFIC SIGNAL — PEDESTAL POLE 0 614 TRAFFIC SIGNAL HEAD 14 614 PEDESTRIAN SIGNAL HEAD 8 614 PUSH BUTTON 8 614 METRO (SIGN PANEL (CLASS 1)) 4 614 ELECTRICAL SERVICE UTILITY 1 614 LANE USE SIGNS (SIGN PANEL (CLASS 1)) 8 614 VIDEO DETECTION UNIT 4 627 PAVEMENT MARKINGS (CROSSWALK, STOP BARS) — 627 PAVEMENT MARKINGS (LANE LINES) — + FOUNDATION — CONTROLLER 1 + FOUNDATION — POLE 4 + FOUNDATION — PEDESTAL POLE 0 + COMMUNICATION SERVICE CONNECTION 1 + PEDESTRIAN INFORMATION SIGN 4 + WIRING — + PULL BOX 5 + GROUND ROD — + LUMINAIRE 4 + 3' 90' L + 3" PVC COUPLING + NOT A PAY ITEM CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: 4 GS PREPARED UNDER THE DIRECT SUPERVISION OF CITY ENGMERC DATE CHECKED BY: NAr WATER & WASTEWATER UTILITY DATE CHECKED BY: &A• �'� STORMWATER UTILITY DATE CHECKED BY: /V•A - PARKS & RECREATION DATE CHECKED BY: ra S.� AFFIC ENGINEER tDA CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET 69 NANCY GRAY DRIVE SIGNALIZATION DESIGN OF 94 C-1 Z74 p 20 0 10 20 rr� _rrr_- _-!_ ORIGINAL SCALE: 1"=20' LEGEND ko arse msncin� of u�slergro�nM tscNMFes alg aly. 1.8 0922.1"7 www.unce.org faffr .n av dig 'M tTwro'l sjgn ,z ``. 1t rs6 Epp} dam) ['aa� �letfx �;diFF taa •+tw+•s�s.r w.rawi.ww e�..rea., TRAFFIC SIGNAL — STREET LIGHT POLE I WITH MAST ARM SIGNAL HEAD, NEW SIGNAL HEAD, EXISTING IAN SIGNAL HEAD, NEW IAN SIGNAL HEAD, EXISTING COND IT LOOP DETECTOR PULL BOX TRAFI SIGNAL CONTROLLER PEDE TRIAN PUSH BUTTON VIDEO DETECTOR EMERGENCY PREMPTION DETECTOR TRAFFIC SIGNAL HEADS 101 O„ ONLY E 24 ' 24" SIGN SIGN S-1 S-2 —3 S-6 —5 S-8 REVISIONS: DATE: RESPOND TO COMMENTS 04/06/05 012„ 012„ 12» O 12„ " O 12 12 HEAD HEAD HEAD 1,2,3,5 14,15,20,21 6,7,8,10 11,12,13,16 17,18,19,22 PHASING DIAGRAM 5 PHASE R Y BlE -5C 5C- 2C SHIELDED 7 5C 12 3 12" +lf 12" HEAD QJ P1—P8 SIGNAL HEAD AND PUSH-BUTTON CABLE SCHEMATIC PULL BOX LCONTROLLER 1 BARE COPPER #8 FOR GROUND 1-24C IN UNDERGROUND CONDUIT TO PULL BOX APPROXIMATE QUANTITIES ITEM QUANTITY 613 3" CONDUIT 1000 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 1 614 CONTROLLER CABINET (332) 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 55 FT. 2 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 50 FT. 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 45 FT. 1 614 TRAFFIC SIGNAL — PEDESTAL POLE 0 614 TRAFFIC SIGNAL HEAD 14 614 PEDESTRIAN SIGNAL HEAD 8 614 PUSH BUTTON 8 614 METRO (SIGN PANEL (CLASS 1)) 4 614 ELECTRICAL SERVICE UTILITY 1 614 LANE USE SIGNS (SIGN PANEL (CLASS 1)) 8 614 VIDEO DETECTION UNIT 4 627 PAVEMENT MARKINGS (CROSSWALK, STOP BARS) — 627 PAVEMENT MARKINGS (LANE LINES) — + FOUNDATION — CONTROLLER 1 + FOUNDATION — POLE 4 + FOUNDATION — PEDESTAL POLE 0 + COMMUNICATION SERVICE CONNECTION 1 + PEDESTRIAN INFORMATION SIGN 4 + WIRING — + PULL BOX 5 + GROUND ROD — + LUMINAIRE 4 + 3' 90' L + 3" PVC COUPLING + NOT A PAY ITEM CITY UTILITY APPROVED:' OF FORT COLLINS, COLORADO PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF CITY ENGINEERer DATE CHECKED BY: MA - WATER & WASTEWATER UTILITY DATE CHECKED BY: .4 r4. 6 -/If STORMWATER UTILITY DATE CHECKED BY: N,A. PARKS & RECREATION DATE CHECKED BY: �•� c Rt �S T- AFFIC ENGINEER DA CHECKED BY: DATE _..... ._ a__.._ _ ._--. _ a._ m _,_.. _._._.., —_ DESIGNED BY: DRAWN BY: APPROVED BY: —� T SHEET I TIMBERLINE ROAD WIDENING -INTERIM CITY OF FORT COLLINS, COLORADO it;",� wi i MES 69 ENGINEERING DIVISIONx SCALE: I DATE: CHECKED BY: 104/06/05 DATE: NANCY GRAY DRIVE SIGNALIZATION DESIGN OF oc ra�� u;ne _ 1 "=20' 04/06 /05 BTW 94 — _. _ ... d ._ _ C 1 274 No Text 4 r� 4040 493E 4932 4928 4940 493E 4931 4921 4940 493E 4932 Lri5 493E 4032 $940 4940 493E 493E 4932 4932 4928 402E n _ TING 't I i ii i 0 20 40 E0 80 100 120 140 17+53.26 17+50 4944 4940 4940 4938 4936 4932 4932 4940 4044 20+00 tnn R x -2 ' 4940 .4aas.a 493E CD I TOPF PIPES - w 3.e � EwSTIRG WA ER TOP PIPE I. 4e .7 4937 li I I II 4936 4040 4032 493E 4028 4932 -140 -120 -100 -80 -E0 -40 -20 0 20 40 80 80 100 120 140 19+50 4944 :T1 I 4940 TING � 1 493E I I TOP' G OF 33 .a ATER ' OF 31.E 4937 II ,I i 4M 4944 4940 4940 2 n T _ n _ 403E 4040 493E 493E TIRc T P OF 4933• i r TINO OF $ - 3t.9 i I 4932 493E 4932 4932 PIPE WA 4929 e I i I 7-1 4928 4932 4928 4926 -140 -120 -100 -80 -E0 -40 -20 0 20 40 EO 80 100 120 140 Innn�n��ni�n� 4940 4040 493E 493E 4932 4932 ,92s 49�ft 17+00 4040 49 30 4931 - _ n1il� $ TOP GA . 4e .e t i ' OF P sTatc Tot I 4921 1 I I� -20 0 20 40 60 -140 -120 -100 -80 -80 -40 -20 0 20 40 80 80 100 120 140 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: I" = 5' -140 -120 -100 -80 -EO -40 -20 0 zv w w w 19+00 4944 ffi 4940 ` — I i1NG S ,� 493E Y i I TOP OF PIP . 34.9 T Qi 33.0 ' O ATER li OF .497 4937 I II -140 -120 -100 -80 -811' -40 -20 0 20 w ov w . I 18+50 4940 493E 4932 —140 —120 —100 -,19 —40 —20 0 20 40 ED so 100 120 140 I I I 4940 — _ 4.5 I - 222 I 493E ell TOP . 49 S *01 AS 32.a TOP W W . 49 .e I I 4937 INTERWIST CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SVPERNSON OF _ / // APPROVED �A/E — CITY ENGINEER DATE CHECKED BY: lftm TSB WATER h WASTEWAI R U UTY DATE CHECKED BY: 'sue STC'RI,IWATER UP 11Y DATE 1218 W. Ash, Surte C Windsor , Colorado 80550 CHECKED BY: N• Phone: (970) 6743300 T PARK$ t RECREATION DATE Fax (970) 6743303 WA- ..-- CHECKED BY: U l T I N G G R O U P TPA MNMR DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING —INTERIM SHEET 71 TIMBERLINE ROAD -CROSS SECTIONS I OF 94 , C 4 274 32+85.0,9 49" 4944 4944 49401 ^,,..••► ti 4940 4940 NG ATER 4938 ON 4936 � s I II 4932 4932 34+50 ■■■■■■■i NOON ■ ■■■■■■■n■n 4932 —140 —120 —100 —80 —80 —40 —20 0 20 40 60 60 100 120 140 —140 —120 —100 —80 -60 —40 —20 4944 ��a=asp 32+ 50 ---- Exls wn EK I 1U1( ur r�i � aoe.o TOP 4936 EId ND I if 7 of P1 se.a —140 —120 —100 —80 —60 —40 1 —20 0 20 40 60 80 100 120 140 4944 4040 49" 4940 034 I 4944 4944 4940 4940 ON OF 4936 s G 4936 IL iT1 I TOP OF .9 4932 —140 —120 —100 —80 —60 —40 1 —20 0 20 40 60 80 100 120 140 4244 4940 49M 32+00 31 +50 a U, 4944 4944 4940 4940 4936 oF`" as:e / TOP or .a 0 4936 I 4932 —140 —120 —100 —80 —60 —40 1 —20 0 20 40 60 60 100 120 140 LORADO 34+00 33+50 0" 4 4W 4936 4932 36+00 ■■■�■■■■■�■■■ ■ ■■■NONE=■■■■■ ■■■■■�■■■■■■■ ■■■■■■■■■�■■■ ■►■■■■■■■�■ ■n ■�■ so■■■■■■■■ 4944 4944 4940 4940 4936 4936 4932 4932 4944 4944 4940 4040 4936 4038 40 —120 —100 —80 —BD —40 —Y0 V AV w vv w .,... _. 35+87.22 i OR PONDIGRADI G_ — )RS WA _ EMS G GA 40 —120 —100 —80 —60 —40 —l0 V AV w vv w .,.. �. 35+50 4944 4940 4938 4932 49" 4940 4936 4932 Lo ■■l■o■/�i?!-:-� :`;; NOON■■■ 4932 4932 —140 —120 —100 —80 —60 —40 —20 0 20 4944 4944 4940 4040 4936 4936 35+00 4932 4932 --- -140 —120 —100 —80 —60 —40 —20 0 20 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO 1r, SCALE: DATE: CHECKED BY: (DATE: Of Fort Cop 30'-H 1"-5'—V 4/6/05 w I NTa ItW*ST TIMBERLI CITY OF FORT COLONS, COLORADO LIMITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENCINEEp OAIE CHECKED BY: t R h WAST A D E CHECKED BY: �= SIORMWAIER UTIUIY DATE 1218 W. Ash. SuRe C Windsor, Colorado $0550 NE �... F'I�-�^-•— CHECKED BY: —$ CDT_ Phone: (970) 674.3300 _ ___„_,,,� DATE Fax: (970) 674-3303 ��(�'�.•_�'�"-'. CHECKED BY: N S U L T f N G GROUP TRAFFIC ENGINEER DATE CHECKED BY: DATE SHEET ROAD WIDENING -INTERIM '74 OF TIMBERLINE ROAD -CROSS SECTIONS 94 C l 274, c-A ? 7 4 C� 4944 I — 4940 4936 —140 —120 —100 —80 —80 —40 4944 1 11 11 4940 I 4936 I —140 —120 —100 —80 —60 —40 IRS WA m ONO Ism NONE E , ONES "I 43+00 ■■■_ NOON■■■■NONE■am No 0 ■MEN■■■ NNEmom ■_ ■NE■■■■■ 42+90.95 49" e 49" -z. s ,.aa 040 4940 4936 4936 i 0 0 20 40 60 80 100 120 140 Emil 0 MEN ■now ■-mi -.._ 1101MAMMAJ MEN NO EV'S" NS: REVISED SECTIONS # 'Wt, 10-10.1pc DATE: v �r 7/20/05 42+50 4946 4944 4944 ZZ (v — _ — — 4940 4940 I 7 Exn G WA GAS PIP TOP - .a PPE 49 .4 -Tf4936 4930 0 20 40 60 80 100 120 140 wAffeIf ■■! OWN ■■■MEMO ME■-=�,=!��■ERRORIPA, ic f9pumm sonIM11111 iiM■ �■ ■�o�on■�n A 44+74.20 mw I 7ffI WAIE t 11GAS Ep —120 —100 -80 —60 —40 —20 0 20 40 60 Bo 100 120 ' 44+ 50 Ann= immm —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 44+00 OAS PIPE 4M m WA ' G OF PIPE 49301 OF PPE 49 l 4 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 43+50 ■■■■Sol 0 ■■■■■■� NOON ■■■■■■■■■■■■ ■EONE EE■M �n ■; ■■E5 m■■N ■■■moms im ■ ■■ . NOON■■ m■■om■■oIsN ! ■ on in M■M■■N —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 1 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' of FoH Coltlna 46+00 ti0� WIN, am 4944 4944 4940 4940 49M 491M 4944 4944 4940 4940 4936 4a3R EEENEE■■■■■�E ■ NEE■�■■EEmNEE NONE SEEM HOMES RESUME ■■■■N■■'■� 1�1 � . '■■N■� �N■ENS . MENOM■ E■E■ INI MM■-- - ■ENNE■ —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 45+60,12 mw _ 2.T GAS 41 SUNG WA GAS TIN ONE J -1ZU -1W -all -sU -4U -ZU U ZO 40 60 80 100 120 048 45+50 Rm 49" 49" 4940 4940 036 036 0" 49" 4040 4940 An%& Anu MEN MONSOON N ■MM■■■ME Ov AM "� ■�1■E�Rii■■■i■ Iry NONE ■ ■ EM =162■■■■ME /M mono■ ■ 0=II0 /■ Mm■■■■NONE■■ monoE ERROR i■ n■R■RIMmom■o 4944 4940 4936 4944 4940 ` Anvt 4944 4940 4936 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 45+00 nommonNNO■NI ■ R■Emm■■11■OOMEMO nommoms MEMO MEMO ■■m■■mmm..: � ■ MnEmomm■■■■ ■Emonsom■■■ 11110 ■■■N■IIN■N■E■■■ DESIGNED BY: DRAWN BY: 'APPROVED BY: " MPO I MPO SCALE: DATE: CHECKED BY: DATE: 1 "-30'—H 1 "-5'-VI 4/6 /05 I —120 —100 —50 —60 —40 —20 0 20 40 60 80 100 120 W. Windsor, Co rado C 218W. Ash, Suits 130550 Phone (970)674-3300 Fax: (970) 674.3303 INTERIM 12V C O N S U L T I N G G R O U P 4944 4940 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE dRECT SUPERVISION OF APPROVED: ; � 4S_ CITYEN DATE CHECKED BY: A0DAAhW I k WAS 'A am TV CHECKED BY: t:ff__44r S10RMWA%R UTILITY DATE CHECKED BY: 41r-Jr-ps SON DATE CHECKED BY: 41:�: 4'AS46 TRAFFlC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET '76 TIMBERLINE ROAD -CROSS SECTIONS OF Q4 o x 4 F— - I 10+00 it I! II II II NO 1.CPPTTEST STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS, CONTACT CITY OF FORT COLONS UTILITIES TO COORDINATE RELOCATION. PHONE: 221-6700 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY CiTY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 221-6700 3. ALL TELEPHONE RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY OWEST, CONTACT CITY OF FORT COLONS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7853 4. ALL FIBER OPTIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY PLATTE RIVER POWER AUTHORITY. CONTACT PLATTE RIVER POWER AUTHORITY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 229-5311 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY GREAT WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 398-4505 EXIST SIGNAL POLE TO REMAIN 6. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6406 7. UPON REMOVAL OF CONCRETE IRRIGATION STRUCTURES ALL EXCAVATED AREAS SHALL BE FLOWFILLED. 8. ALL UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH AS DETERMINED IN THE FIELD. 9. LIMITS OF STREET 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. SC QR0jp OWES MOM, LLC STA 23+22.55, 75.19' LT END PROPOSED 8' WATERLINE INSTALL 13LOWOFF W/TB 6" WATER (28 LF D.I.P.) STA 23+21.95, 47.52' LT CONNECT TO EXIST. COFC ZV WATERLINE 4' SAN MH a- 1 CP TEST STATION TO BE RELOCATED (SEE NOTE 1) (PROTECT IN PLACE) PROPOSED STORM 1 24 x8 TAPPING SADDLE W/IB EXIST. COFC FIRE HYDRANT (SEE SHEET 36) PROVIDETI �CAT ODIC (SEE PROTE TIION C NEC 9O 1 TO REMAIN (PROTECT IN PLACE) 1 EXIST. ROW - - — w w w w w w -ze ccrc- w w w - - _ w _ - - w - w - _ w w —zs' caz~ w w w =— + c w w REMOVE EXIST. CONCRETE w "'�ne� -.iee- -,.-- - a�mc - mar• -.aa�e - xar.<- -�.i�---aar�c- - - - - - - - - .._,. ...... u ..-; .... T CURB CUT AND CHANNEL I T T T �'"T `�- "q � �' -��•- Taae - tae �nm- -mac - �- -�.me - 'weer Z. -tc�e- Inc - �.�-- m..e- -- �m� T.ac - -�a..� -oaae T T vr_ Ina.- �.,. .,.... ...... _ .. .. .__.._ -.._. ......t-wrurz•.rr,- T.a�ne=-�ee3s = ar,c "�. +rr-T- -R�0.c— �NRC '— ta.�e'—�RR�--��m\— mac — amk- —�`Q�C —' �m� -aml — �,+c —�lm� -w0.(c — '�ma- —�Ft�— 'lMte —eallc- -<mec —'RR.� -a�ml — R —�— �(lRc — Rl\e�' Z.�Kc — vrt��c- —�taR— -M�—t�laR— -�\te — mQc- "'��(pC i lm`l[- —�— -T�iec — em�e--v�lRm— -25+00 �� I TIMBERLINE CONTROL LINE (TYPJ -\ - _ 23�00 _ 24+00 y� ,•,sae._ -xw.- .- _'tear - aee` -vw► - ees,� -wrn- �ee� - naer.- _err.- -i°�76+H>Q'- �'�` _vre._ - Z9+ . -w,w_ r-r�e_w----r- -• _ =' - av� - -� 22 G G G W G 0 ----5' hP- G ----aspGG G 16+00 - "'n�_ wr►_ ` .tsr► - ..+m�-� 6-I _ 'ice--� G r- ps NiP- G -r- C G _-_-_ G _ _ .G G G --d' NP- G G G G C' -� ' -�Mec - .0 yw �mn �n v ,vase � ' r -{ III— G � 17+00- i _ I - --+- - --r-= - --T-" 14+0015+00 - - - wxtc--�,eaw.-- -mac' -'+wc" -tcac - �amr --��a- -R..�c - �'r -`aR`- — .� .►,mr.- env► -vrw- - - �- /2+00 13+00 ---,,ABANDON EXIST. AREA INLET - �'" - r �� eee _ sw► - r+t►- - 11 x+tn - --- �retr �- �rus- --- - - - -- - - CAP EXIST. 4' PIPE AT EACH END - . - - —` T/MBERL/NE RD. _ _ �wr -- ^�- t Y SANITARY SEWER 70 BE JACKED AND BORED UNDER ROADWAY OVE _ - �+► - - - �,, ._ yrt► - .. - - ` (SEE SHEET 39) _ IIRRIGATIO STRUCTURES 1 STA mm_ rr.- mot,._ y,.-art► _vtr -`-` '� ° " e"e`-- E =t IRRIGATION STRUCTUREMOVE EXIST RE CONNECT n) EXiST2COFCBY DIRECT TAP ; (SEE NOTE 7) 1 (I IRRIGATION CURB LINE 22 LF TYPE K COPPER) �Li (SEE NOTE 7) --- --� (INSTALL CURB STOP do METER PIT) L7= (SEE SHEET 80 FOR IRRIGATION EXTENSION) EXIST. SAN MH ---------- --- EXIST. Row i— — — — — — --y u I S/DEHII`L --- 11 REMOVE EXIST. CONCRETE (PER SIDEHILL FIUI ONE) ItRIG T STRUCTURE II i I F/LA1/Q TWO C� 11 (I (SEE NOTE 7) EXIST. SIGNAL POLE TO REMAIN REMOVE EXIST. CONCRETE (PROTECT IN PLACE) IRRIGATION STRUCTURE I 11 II S�7Ef%ILL I (SEE NOTE 7) svkwxL i F/LINQ DIVE I u Q I I F/L/1VQ ONE i { � I 1 1 C/TY OF FORT COLLJNS ' STA 28+40.87, 57.00' LT RELOCATE VENT PIPE (19 LF) 1 RELOCATE EXIST \� 1 TELEPHONE PEDESTAL wSEE NOTE 3) w W - W W - W _+---_ - - - 1 27+00 G _ REMOVE EXIST. 24' RCP - _ (61 LF) 1 REMOVE EXIST. CONCRETE / IRRIGATION STRUCTURE y 1 (SEE NOTE 7) SIDEHILL RUNG TWO �1 REVISIONS. ��+� DATE: ®STA 33+00-47+50 REVISED 4Wtr'41 41.W 11111K UTILITY REMOVALS • WL 10+S 7/20/05 r EXIST. IRRIGATION DITCH TO BE ABANDONED STA 26+411 57.00' LT RELOCATE FIRE HYDRANT (10 LF 6' D.I.P.) ! 6' WATER (51 LF REMOVE EXIST. CONCRETE IRRIGATION STRUCTURE (SEE NOTE 7) - _w - - —I4' CCAM- W - - - --acT 29+00 c -e• AP— 8' WATER (146 LF D.I.P.) PROPOSED MR. PIPE _/ (PER SIDEHILL FILING TWO) PROPOSED WATERLINE (PER SIDEHILL FILING TWO) I SC QROUP 0vVESTMEMTS, LLC PROPOSED IRR. PIPE (PER SPRING CREEK FARMS) N STA 29+92.09, 35.33' LT END PROPOSED 8' WATERLNE INSTALL BLOWOFF W/TB STA 29+90.98, 35.31' LT CONNECT TO EXIST. COFC 24' WATERLINE 24"x8' TAPPING SADDLE WI PROVIDE CATHODIC PROTECTION CONNECTION 6' GV (W) (SEE DETAIL PER SHT. 91) PROPOSED IRR. MH (SEE SHEET 39) STA 30+08.02, 35.31' LT CONNECT TO EXIST. COFC 24' WATERLINE 24'x8' TAPPING SADDLE W/TB PROVIDE CATHODIC PROTECTION CONNECTION 8' GV (E) (SEE DETAIL PER SHT. 91) 7-1kT99�%0' too�)m 50 25 0 50 100 SCALE: 1 " = 50' STA 37+52.78, 11 LT END PROPOSED 8' WATERLINE INSTALL BLOWOFF W/TB 1' IRRIGATION LINE (10 LF TYPE K COPPER) PROPOSED STORM 2B (INSTALL CURB STOP d METER PIT) (SEE SHEET 36) t) STA 37+53.04, 64.36' LT �d�.��PR/SEA STA 35+97.30, 23.93' LT INSTALL PROPOSED FH CONNECT 10 EXIST. COFC 2e WATERLINE 80 SWIVEL. TEE W/ 78 FLEISCHL/G/9/Gr+ I 24'x8' TAPPING SADDLE W/M d 10 IF 6' D.I.P. PROVIDE CATHODIC PROTECTION CONNECTION 6' WATER (77 LF D.I.P.) 8' GV (E) (SEE DETAIL PER SHT. 91) REMOVE EXIST. COFC FIRE HYDRANT CLOSE VALVE, REMOVE VALVE BOX EXIST ROW PLUG 3 THRUST BLOCK VALVE w w IN w w s' cTa<cti- wI w w w w w w1 w z+ c>-c- w wa TIMBERLINE CONTROL LINE (TYPJ CP TEST STATION TO BE RELOCATED (SEE NOTE 1) --- --- --- --- -LDS- --- APPRO%IMATE LIMITS OF STREET CUTS (TYP.) (SEE NOTE 9) PROPOSED IRR. PIPE REMOVE EXIST. CONCRETE (SEE SHEET 39) IRRIGATION STRUCTURE (SEE NOTE 7) PROPOSED IRR. MH S/DE/1RL (PER SIDEHRL FILING TWO) STA 30+04.86, 110.22' RT FI NG TWOMH END PROPOSED 8' WATERLINE PROPOSED STORM O) INSTALL BLOWOFF W/TB (PER SIDEHtLL FILING TWO) CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION INT11111111111111111I C ON S T/MBERL/NE RR - - - - - - - - EXIST ROW J PROPOSED STORM 2 8' WATER (107 LF D.I.P.) (SEE SHEET 36) �� WATERLINEI STA 35+95.04, 62.50' RT (PER ROPO E FILING TWO} I END PROPOSED WWATERLINE INSTALL BLOWOFF W/T8 I �r�wrrarxcicr�~=�Wry��,w PROPOSED STORM SEWER i (PER SIDEHILL FILING TWO) I 1215 W. Ash, SuNe C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 L T I N G G R 0 U P 3NED BY: DRAWN BY: JDL I JDL E: DATE: 1"=50' ( 4/6/05 STA 37+62.76, 89.15' LT 1NTEQRA TIED MUMS � CONNECT TO 8' WATERLINE BY DIRECT TAP STA 37+61.19, 17.29' LT CONNECT TO EXIST. COFC 24' WATERLINE 24'x8' TAPPING SADDLE W/TB PROVIDE CATHODIC PROTECTION CONNECTION 8' GV (W) (SEE DETAL PER SHT. 91) REMOVE EXIST. 12' CMP I (350 LF) PROPOSED 4' SAN MH ABANDON EXIST. CURB STOP 6 REMOVE EXIST. a DIP WATER METER AT MAIN (5 LF) 1H w 1 1 I� T TB' SANIRYTASEWER TO BE t t T JACKED AND BORED UNDER ROADWAY - i w w (SEE SHEET 39) w zs'caz - w 2+00 41+00 Dr --�-s ��30�-: -'--- ---------- RELOCATE EXIST. REMOVE EXIST 12' CMP CP TEST STATION TELEPHONE PEDESTAL (45 LF) TO BE RELOCATED (SEE NOTE 3) (SEE NOTE 1} PROPOSED STORM 3 REMOVIE EXIST. AREA INLET - (SEE SHEET 36) S/D&CL REMOVE EXIST. CONCF:ETE �Q TWO IRRIGATION STRUCTURE (SEE NOTE 7) PROPOSED STORM MH PROPOSED SAN MH (PER SIDEHILL FILING TWO) (PER SIDEHILL FILING TWO) CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERMION OF ;`I APPROVED-M— DATE CHECKED BY !YCHECKED BY:++ DATE CHECKED BY: I s I- —- 1d EATION CHECKED BY: --� DATE L•1t4w TRAFFIC ENGINEER DATE CHECKED BY' DALE 1 I I i 1 I I I 1 I I 1 1 I I I I i ( i I 1 I I BY: TIMBERLINE ROAD WIDENING -INTERIM SHEE 7 IY: DATE: UTILITY REMOVE, REPLACE & INSTALLATION -TIMBERLINE ROAD _vcxD 4 2 ( io `A cir 40 ft* No Text 41f V 4920 4918 4912 4906 4920 4916 4912 49M 4904 4020 4916 4912 49M 4904 4900 4916 4020 4912 4916 4908 4912' 4904 4goo 64+14.07 '� —t NO CURB AND _ sTR+c XIS G Fic ATER II -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4916 4020 49164912 _ 4916' 49M 4912 49M 0 4904 w e• oLu - anle 0 E>DITM TING ATFR -140 -120 -100 -80 -so 1 -40 -20 0 20 40 80 60 100 120 140 EVIS" NS. DATE. REVISED SECTIONS & STATIONING 7/20/05 '141. VAa all I' 4920 4916 4912 4908 4804 4900 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 64+00 SEE TIMBERLINE/PROSPECT INTERSECTION GRADING PLAN FOR PROPOSED GRADING 30 15 O 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' 'DESIGNED BY: DRAWN BY: 'APPROVIEU BY: MPO I MPO omo�Rf?t SCALE: DATE: CHECKED BY: DATE: J"-ao'-H t"=5'-vI 4/6/05 4916 4912 4912 49M 4908 4904 4904 4916 4212 4912 4908 49M 4904 66+00 soon IN In ME MEMO MEMNON on on on 4916 4912 908 4904 4912 ELECTRIC 4908 TELEPHONE 4904 -140 -120 -100 -60 -60 -40 -20 0 20 40 60 80 65+50 INS ONE IMMINE 4912 LECTRIC D TELEPHONE 4908 4904 -140 -120 -100 -50 -60 -40 -20 0 20 40 so so 65+00 .,4 11L -140 -120 -100 -80 -60 -*10 -20 0 20 40 80 4916 4912 49M MEN on M �ON MEMO NAM' ' 64+50 ....�..�. �� cisIn ... 6 2 4 -140 -120 -100 -80 -60 -40 -20 0 20 40 s0 80 100 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERNSION OF APPROVED: CITY ENGINEEk DATE CHECKED BY: tR & was a D t CHECKED BY: 4(-4t lag 1219 W. Ash, Suite C STORMWATtR UTILITY DATE Windsor, Colorado 110550 CHECKED BY: 47:t- 4--).r-ps-- Phone: (970)674-3300 Ks k CREATION DATE Fax: (970) 674-3303 5�:- CHECKED BY:S/-e C•AT•Ms I N T E R W E S T C O N S U L T I N G G R O U P TRAFFIC ENGINEER DATE CHECKED BY: DATE v_ TIMBERLINE ROAD WIDENING -INTERIM SHEET 81 TIMBERLINE ROAD --CROSS SECTIONS OF 94 No Text A* C -1 274 �� 274 No Text No Text 1 V T X11 r� N / ✓� / 111 I 1 CAL V19N 4 LO/ ✓OHNSON O� 111 EXIST. ROW LINE (TYP.)� VAULT. E 1 TIMBERLINE CONTROL XI 58+00 - F-- "4 59+00 RELOCATE EXIST. ELECTRIC p - - - - - -PEDESTAL & CABINET NOTE d0.(SEE c G ADJUST EXIST. WATER VALVE " ° EX RIM-4913.79 -CVFCW ROP RIM-49$3�P 1&90 W -20 caz w 77 L/NE RD. — G G G C- HP— G I-- G � G � G _— --- — : o--=—j --- ----- ---' -- �� II i EXIST. ROW Q If EXIST. STORM PIPES RIPRAP Q II I TO REMAIN PROTECT IN PLACE © � II I II Z 11 II I W Q. lei SPRING CREEK r CENTER P.U.D. LOT 5 i I 5. ALL RAILROAD RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY GREAT 1. CP TEST STATIONS TO BE RELOCATED. ALL RELOCATIONS AND ADJUSTMENTS WESTERN RAILROAD. CONTACT GREAT WESTERN RAILROAD TO COORDINATE SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT RELOCATION OR ADJUSTMENT. PHONE: (303) 398-4505 COWNS UTILITIES TO COORDINATE RELOCATION. PHONE: 221-6700 S. ALL GAS RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY XCEL 2. ALL ELECTRIC RELOCATIONS AND ADJUTMENTS SHALL 9E PERFORMED BY CITY ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. OF FORT COLONS LIGHT & POWER. CONTACT CITY OF FORT COLUNS LIGHT ac I I I PHONE: (970) 377-6406 POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 221-6700 v 4 7. UPON REMOVAL OF CONCRETE IRRIGATION STRUCTURES ALL EXCAVATED AREAS 0, ° 3. ALL TELEPHONE RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED BY I I SHALL BE FLOWFILLED, QWEST. CONTACT CITY OF FORT COLLINS LIGHT k POWER TO COORDINATE 0 0, RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7853 F 1 & ALL U11UTY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH AS DETERMINED IN I, THE FIELD. 4. ALL FIBER OPTIC RELOCATIONS AND ADJUTMENTS SHALL BE PERFORMED Bl� I 0 MATE 1 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED PLATTE RIVER POWER AUTHORITY. CONTACT PLATTE RIVER POWER AUTHORITY COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 229-5311 o IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL � REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. REMOVE EXIST. 16" CMP © (74 I � —RELOCATE EXIST. FIBER OPTIC VAULT EXIST. GAS VALVES I (SEE NOTE 4)I Al SHUT OFF TO REMAIN C/TY OF FORT COLL/NS cL STA RELOCATE WATER METER MH (PROTECT IN PUCE) ac SPRINKLER VALVE (112 LF) ADJUST EXIST. GAS VALVE RELOCATE EXIST. ELECTRIC EX RIM-4915.29 VAULT & PEDESTAL I �? PROP RIM-4922.51 (SEE NOTE 2) CL STA 50+42.90, 42.00' LT ( I 0 1 { (SEE NOTE 6) RELOCATE FIRE HYDRANT (23 LF 6" D.I.P.)I'I :PHONE PEDETE S EXIST. CP TEST STATION +` e I i TIMBERLINE CONTROL LINE (TYP.) NOTE 3) TO BE RELOCATED \ (SEE (SEE NOTE 1) \`�. I FO FO FO FO FO FO _ — T T EMO EXIST. TCONCRETE T T T T T T T T T- W I GATION STRUCTURE W w -z� c W (SEE NOTE 7) 50+00 `T °, T53+ T--� 1 �1+ 52+00 - I --i-•---- - - - -------------------- ------------ - - - - - - - - - - -ADJUST E1tTS7: 37CNITARY-fA +9+00 I� - -.R EX RIM-4918.8 11 �F �\ y c G G - PROP RIM-4916.86 R - REMOVE EXIST. ST. E PEDESTAL REMOVE EXIST. 12" OMP (33 LF) G TO BE RELOCATED \\\ T/MBER1 NE RD. REPLACE EXIST. RR CROSSING SIGNAL/ARM tMOVE EXIST. 18" VCP 30" CMP (SEE NOTE 3) PEDESTAL TO REMAIN (183 LF) (53 LF) G , CONCRETE c e- HP- I G G c c (SEE NOTE 5r G mIr w�>L - _ _- - - - - - _ - _ - _ _ _W - - -W Ah STA EQUATION CL STA 47+47.43 BACK- EXIST. ROW -24• ca�c- W W W --� i 5 ADJ CL STA 47+47.40 FORWARD I REMOVE EXIST. 15" CMP CP TEST STATION REMAIINN REMOVE EXIST. CONCRETE I (21 LF) • IRRIGATION STRUCTURE REMOVE EXIST. CONd tE (PROTECT IN LACE) (SEE NOTE 7) IRRIGATION STRUCTURE (SEE NOTE 7) ti FOR TIMBERLINE/PROSPECT INTERSECTION REMOVALS PROSPECT RD. REMOVAL SHEET S 15 1 1 1 III I \ — _ _ _ _ _ _ _ _ _ _ _ _ _ _-------------------------- BA .{ I I TH LANDSCAPE AND POWER 1 I E4U/PMENT , I CACHE LA POUDRE i I /NDUSTR/AL PARK HARRY BA W �L _ - i I TRACT 1 - i 1 F_ -1 1 STA 69+72.93, 47.50' LT RELOCATE EXIST. TELEPHONE PEDESTAL RELOCATE FIRE HYDRANT (29 LF 6 D.I.P.) tam «nac � �aaaaa— ia\�r —\eaw— I REMOVE EXIST. WATER METER (SEE NOTE 3) I I INSTALL 2 BOLISIRD I ABANDON SERVICE AT MAIN CP TEST STATIONS / ADJUST EXIST. CP TEST ON --- ----- 1- --- --- -- 1 I SANITARY SEWER MH - - - - EXIST ROW TO BE RELOCATED TO BE RELOCATED- - L - - I T - - - - - - (SEE NOTE 1) I EX RIM=4909.09 SEE NOTE 1) - - - - - - - - - - _ PROP RIM=4908.64 ( _ - - - p REMOVE EXIST. INLET h I W W �- W 30" RCP (17 LF) STA 70+11.76, 47.49' LT W W —12- CarC- W Q ac (1) FES \-------------------_------_--__ RELOCATE VENT PIPE (38 LF) ------------------------------ —__ --—INyS�TALL-2 BOLLARDS `64+�—�2•— s 5 65+00 S s -68+Ot1 s S-67+00— s —sz' S 88+00 2 ----- 9+• _ _ S -42. 70+00 5 E 5 71+00 5 5 5 5 4z-- s s— W I - 1 ♦---- - I - - I - — - I - t - - - - — W W W W W —?f • COFC— W W z:a mms — " �� EXIST. RCP PIPES i i ADJUST I(IST. ARV MH J TIMBERUNE CONTROL LINE (TYP.) W ADJUST EXIST. WATER VALVE �p�' COFC' TIMBERLINE RD. F TO REMAIN-111III EX RIM=494908. EX RIM-4909.18 W PROP RIM=4906.38 _� p - p c- c PROP RIM=4909.26- G G c --- c Ulm— c c G c c c f• c c W- G G G �— G G G —B- HP— G G G E G C 11 1 ,111_ — G G G G - Gam` �G� — G` �— % N - ------------------- ----_—------------------€=---i�----- E ---� E --E ---------------C--_— ' _ _ — r — — — — — — — — -- — — / 6 — E--- ----- E — E \ --- gg---i�.� __---------�-- �— 7s�----------------- $--F.------ -- Y ---- --- — a-- E------E ----- E------E ----- E ---- f f— -------�--' C I EXIST. Cacti 1 I 1 EXIST. ROW it I .\..\. I�I PROSPECT- I 1 TIMBERLINE P.U.D. FIRST FLAG LOT 1 I 50 25 0 50 100 I I - SCALE: 1 " = 50' CACHE LA POUDRE W 1 BMC WEST P.U.D. /NDUSTR/AL PARK W LOT 1 TfIACT S = :mow\ CITY OF FORT COLONS, COLORADO W UTILITY PLAN APPROVAL y PREPARED UNDER THE DIRECT SUPERVISION OF ' APPROVED: � uJ CITY ENGINEEY DATE CHECKED BY:AZ� J TER k WAS A D CHECKED BY �' ' INTERWEST 1218 W. Ash, Suite C STORM ATER UTILITY DATE Windsor, Colorado 80550 Phone: (970) 674-3300 CHECKED BY: �' P1'—�— 'O SEE ' Fax: (970) 674-3303 IDS DATE ONSU LTING GROUP CHECKED BY: 0 TRAFFIC ENGINEER DATE C CHECKED BY: DATE REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET ®UTIUTY REMo ALS REVISED 7/20/05 CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING —INTERIM 8 DRAWING OF RECORD 11i10i06 SCALE: DATE: CHECKED BY: DATE: UTILITY REMOVE, REPLACE & INSTALLATION —TIMBERLINE ROAD OF 94 ENGINEERING DIVISION fyo !fv!o i �� 199 =50' I 4/6/05 _ I �, REVISED 1'�• W t a1� Y- Parkway�WWth M TWO I Approfth e" tf • Concrete Thkimeas --mgum 0 w _ Attached S 4 - Y 2'It. T _r pkOftWwdk ' p t o^^ Type 1 1Nth Detached Stdawalk 1 1/ fill 2R • Y Ila ' � '- Refer � r to � for mMMlum rernovdlrmmma deN. >t j � � " n b( x •—I Li _5 i x !`I e• i ' 4 i o , . • • d . , MeiAa iNM PERSPECTIVE W - wkro � z CIS • + 1/YYR 41/2• a �tl • .Q a MmP If a E G�cE bu 2•R. _ Rght of way IM A Gutter alp �., b. � g n >� award tapered or batterM. e• _ k+ Q�JT FALL CURB do GUTTER Sea Notes t ! 2.L � aulh ♦ ppaett • • E[ �-66 (Typical aut for o Curb t , " it � S i +� Redlue 1 Sldewtxk ma+12h ,k Cutter Ty/w) - I e• 4• r• I' 1 �/��j1�� >r I 1/8' TO 1/4 1 . 1 1/4'R• W W W W " ! t 31 i SkLL 71CAL + 1" 1•R. bYlerhemt I i (NOR.) See Nato 3 Nviler W W W v W W W W • 1_ for londecaping xeW) •• • • W A, •• tl ep L " +' Outten ant and Gutter camped" ,i tt 'LETE"7gradeA 'voidxw (wxlad)'walk (ulw) .91•* i/p a 1'k 1/1' ; , ,; {1:12 matt. n 1:12 mar. aof curbf! r � •I.• t ., e• 1 _i• ter � I (('Z[?(-` x T 3 „ASPHALT OR4(SEC po M t i •!• :/ dte•povwn•nt tytETE PAVEMENT e' w/awnTYPEI w21.75' (KEY WAY EYJClL 82. y� yl I� (SECTION B) TION M) Jil s>; I.R. as, , T err t of '. a• e' e• >� '' I � s .• -+ . ir 1,12 / I NOTM, ;00000 / S.9/T + .� + 7r 1. AM to ask Guehd eh y h Pocalructed or clamped eenarete, oobnd eenu•te er eplMAwht, a ehpeeW wAIX ROLL—OVER r• GG -►-I� ep .yata ow rawkea by the Pad tstny. g w $ �TjQN B—B� p • $ e f 'n 4t 2. u« 1a joint ePaCn9 en the aid eonwh (match cac )'lore). NOTE: T.S. f gg� tiVJc Y Df�d§c<E (LOVELAND) 3. Far the Part one of median' wMre Me Nndeoape area N iws Man 2' side, the lende�pe arev .Mot W \I '� b ROADWAY Paved M Panaete (same material as the Splosh Guard) 1• provided ttro the Property IMw 1:48 SLOPE Y y' �b-5 _ PAVEMENT 1 4" PER fT�- 4. Any median twee shall be b mn so the mMkmum tn'and h**t N e' above the gutter. 7T- 'I•�-'�':..rri�� _ j�{t S. A OreMa9e eletem mq W r•tAuked ehwoever ve MgatNn eyetem N PrWaeed ~ the ma". 1= ' -'--"" i �N.Sid r .B £ 6• BARRIER c2iRe Ewm« aeoor orate w •`i�CT�ON A -A t D•! •8 S 6 ' N.T.S. Qettom of Puri " be pound to a depth no Is" ahem on the eampocted subpade of the P•vemwut. CURB AND GUTTER CURB AND GUTTER/SMEWALK MEDIAN (ISLAND CURBS) STANDARD DETAIIS FOR RAISED MEDIAN STANDARD DRMWAY APPROACH (TYPES I Sc H) STANDARD DRMWAY APPROACH (HIGH VOUM DRIVE TYPES III A IV) LARDER COMM CONFMUCTM wTimuN NO: 1 D8►11'DPG LAIIM COUNTY O0 $f1 ON UMMON NO: 1 DRAvm umm r CONgPROCflON REV1810N N0 1 DIIIATMG I=wwummir =9LR10N N0 DR01NG T �017 R:0I8ION N0 1 DL11IIfG CTw 1tEV13I0N N0 DIIIRDiG na�tRD4cs DT: 00/01/02 701 srRR sr aR" DAT& os/o1/oa 702 arRURB N AUA DPADATA: os/01/os 70ii sri�S sr1tn%►RDS DRa1RNGs UTI: 09/11/00 704 81Rt�r sraxDAt3lfs DR"w°AG8 DATI: 03/01/02 706 >�f�bf STLNp tRWDRAVWGS DATZ: I1/1e/00707 UP OF PA I I FLOWLINE I I TOP BACK OF CURB I i I UP OF P — I FLOWUNE 4.5' ( 6' iI k t TOP BACK OF CUR — ter - 2. -33.3' 4 A 1 I i WIDTH OF PARKWAY ;a 2' 1 5' 1 fV TOP BACK OF CURB R-10' 00 0 154' R-10 00 o n, r/r1 • t2�;0 FLOWUNE 2' 7'o °o R-26.5' LIP OF PAN / � r 154" oo � -WIDTH OF'PARKWAY th ; 00 O o C a6' t t P R6' Y 4.5' R-25' I 5TOP iv } e OWLI EAR OF CURB _ T t I 2 R-10' P OF PAN- w 7' EXIST. WALK ` t ,ill O n J MIDPOINT OF BACKOF RAMP- 2 •�N / MEANDERING SIDEWALK * / CL STA 57+73.77 04 n / i I ---BACK OF EXIST. WALK 1 II { y { o STANDARD DETAIIS FOR RAISED MEDIAN GEOMETRY I II I W { !/ I II I N LARDER COUNTY COpAT<tIICTION R8'TMN N0: 1 Ditil G UPBAN ARM 111AARDB DRAIIlNG DATE: 03/01/02 901 ' l II O � �4, TOP BACK OF CURB � FLOWUNE ° 0 � UP O< PAN ° D ICI G00 O. ' 0 0 ACK OF WALK I W 00 5.5' 2'� o I I io CITY OF FORT COLLINS, COLORADO 2 UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF' 2' aD BACK OF WALK TOP BACK OF CURB BACK OF WALK WA ---FLOWUNE APPRO TY ENGINEER DATE TOP BACK of CURB P OF PAN UP OF PAN PEDESTRIAN RAMP DETAILS "// CHECKED BY: OWLINE FLOWLINE / 1218 W. Ash, Sure C WA a STEW UTY DATE ( P OF PAN TOP BACK OF CURB Phone: ( Colorado 00550 CHECKED BY: } Phone: 0) 67 -3303 0 Fax (970) 6743303 sratuwa ER u w r DATE CHECKED BY: N,1i INTERWEST CONSULTING GROUP AR4.4c ROE/��— DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: DATE /�•�-Yerr•- .._.....__ .. ___.._._-. ... .=_ ._ . `. _.�. _..............err-.•-..-"%'•----.. EVISIONS: DATE: DESIGNED BY: jDRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING -INTERIM 89 SCALE: DATE: CHECKED 8Y: DATE: DETAIL SHEET OF 94 ENGINEERING DIVISION Part NA 4 s 05 . .�� AAw�p�'�� 9. y w��lwl�/��e� �e�w�e�• Ateell�Pyl•T�ww�elwA�lhl�ee�Iwwelllw�w�A ��1 P/•w��l��l�•�Ilwl III - .,_.__,.. ...y..A•' ...«..„.:.m-. , ..._,.,:.+.•-, .-« ._ �. _. .,�.-rwr.,.ax-.-�c�.-._...;-....-..__.--,__„6_-. _._...v..ir..•.w•=..._.wow;-...mow.: ^-.-.. , . „y. _... _, .._ . ,., ...�......_ _... «,. -... _ ,. I' �eaerR9",�.'.•.�.�,i= :3.) 1 1101ESt i. Asphalt or cenorefe driveway. 2. F.E.S. required for each end of plow. R•kdsaed eernorete f.E.3. rep 0. in Ft. Coahw City LonIN. sin Pled to b. 15' min! num wameter. 3. ONdt mutt the no more than 4:1 sidesiope !winded throughout. ACCESS ON RURAL ROADWAYS (W/O CURB AND GUTTER) Lamm COUNTY CONSTRUCTION REOIBION NO: 1 DRARING STR STANDS DRAiRNG8 DATE: 03/01/09 1 901 _ TYPICAL BICYCLE LANE PAVEMENT MARKINGS I,►ROImt COUNTY CDNSTRiIC1'ION REVlHlON N0: 1 DRADDiG eee.��wa,a DRA1fIIAG8 DATE: 03/01/02 1406 Dtpnwa ring 1/4' to S/B' bslw, adjacent finished street grade FTnM aphe" OR, owrloy or grods edjuatment Estate ban own Support wo Stow Shims aW pock with High Strength Grout }ape up to match finished pavement �. Straight out finished grade . Shim / trout Hods ring - me ROTE: 1. Orout shill be a nlxbww of 100 lbo Grout mix, 16 Nos wets (3.12 Gal), and 100 Nte of wend conforming to ASTM C-31L 2. Monhol" shelf min be located in Wawpene, pdt$m, Or •wow path. 3. Shim end grout to mane Hong and cow Minh with the IlMemed pavwnwht anfave, is i W STANDARD TEMPORARY DEAD END BARRICADES fI61t COUNTY CONSTRUCTION 1liMON NO: 1 DRom ABAN ARU MUWP G8 DATA: oar/oi/02 1413 IgN'"� II •peen e Sfesmwa permittedpetted Soar aernorete arts - hood with 'X" to mark location of •larvae. NOlE3: 1 1 if 1 t. Match *00Nen at Neat an curb head. D"A 2. Depth of Nave sroN be no less then 3'-0' two ekes greed. 3. eurdles of slowness ere pamitbd. 4. gleamed shall be Instilled with 'Pull Wtes". • . ` ••.A. Dd'isevy . . ;:ached Sidewalk 5 de+Mk • _ • • ` - • . �.A ` Attached Sidewalk F--13•-0" 6 -0 FZ Le 6• ReeWenNd a' Commercial Epmslen 3/4" EponMm Joint "Wial Joint Material OETACM I ATTACHED 4' SMINAW, gsf;'EWAY- ' '•SDENALM•' •. SECTION A -A Si"ALK 1H1rXNESS Type of Sidewalk Thhdmewa YAdth Detached V.0Datod1ed 6' mr Attached 6' AN Wave BAN Sidewalk TAfdlnewa In Fit Collins Shill Be r. ROIL 1. Skiswak We" shall remain consistent avoos *IV 0, 2. For drveway dooPn requirements. wee cow. 0100. 7" At 707. 3. This det:M opohm to Reaidptial t Commercial driveways. STANDARD SIDEWALK COXRMUMW I =MON N0: Dn0m DR VNG3 I DCS: per/07/ao 1601 SPEED 551To Osw s tlw al w (2)) X-31100 Sir with Rhrots (MINL 4 Y Post (20F12) 1' 12 GNP 4-0. (Min) 1 _ T" Strain Grub (2( �1/4- Mohan See22Fl�. fe-1 itOICS: 1. Attach the sign palfis Bihly to 90 pat aid W cm *W Nether• to ksp the sign ken haahhg Ness ken the past fshen Mt by a sshlds. 2. Sign panda th •Ail be ~led a ndnsnum s 7 feet above tin pehewhrvt W ¢aid. 3. Slrw larger can 3i Mdhwa in Xength W width mpuln wind bock, end pocld frost design. 4. Neva and Rost " •wren OW Nlbe (perlaaNd). S. AN 'ND Parking signs and be bMa led at 45• from Flow lee. CRITERIA FOR SINGLE POST Yt SNX Peed Wit few' ►eA !+" �d }NOTE: C nshuct old of withrJ)oin]j ltts"s at Illy Interods r " ; and allgned with WOrinq M curb. ATTACHED SIDEWALK DETAIL 3/B' EpmMen Jaunt material R IJa" 1/4 SA THICNNE55 ; fit/4' 1�4J •. 1/2 ' • • • e INSTALL WHEN POURING ADJACENT TO WEAKENED PLANE STINT VAULTS OR CMER EXISTING STRUCTLN6 - EXPANSION JJOINT SIDEWALK DETAIL LIRnm COUNTY CONSTRUCTION MOON N0: 1 DRAl1IIIG STRTU STURBAN ANDARDS nRA*Dres DATE: oar/o2/ol 1602 -.- Prdsenud lone Symbol (a' x 4') fe klwalgnoted b marking White pavement making placed sl (min) tram the =d" on Moslem, ne and oanlerM an bike Ian.. NOTES: OContinental ban (g' X i.ST C10511NG CROSSPAN No wosepon -- " be PDeitfond •TOP BAR SPEgFlEO I along Projected flolfine. 4 CFw txfd (n stop bar) -- thaw match the edge of the pm. OoMe jobs (sop bar specified) -- be Positioned dory PmHcted aowlkN overlapping 4' of txosepon. Cantinentai orawawork bon shall be 4placed centered an each lane the As in the center of each lane. 65,( ) (Lane T wide or laws shelf not receive a ber cantered h the long.) Beth outside Cor thental b" shall' be centered an the curb ! gutter attic Powea". a' Crowspon f a' orowspon "WIL ben t� tch panprolee<edIL to IT 14.5' PM)W*d FL to stop bar _Iy " White Width LM-r g- 4' Whit / CROSSWALK MARKINGS ee ` ace 14.6' Stay 4' white ORO Stop ear 00 XWLength)� _ I e' � O G S I TM ° SPECIFIED I lls -Evooption: The downtrewn blke Ions find shall terminate at the curb returo. NOTE: AN lonlpludinM (tons) w1101 self terminate at fine continental aroeeeolk bars wlhen no stop bar swifts. If a stop ber Is specified. the atrlphq shall terminate at fine stop bar. STANDARD PAVEMENT MARKINGS LARDm COUNTY CUP URBAN Op RiYISfON N0 1 DY►1fB7G STANDARDS DRarDaGe ��: os/ol/o2 1403 PAVEMENT MARKINGS An Engineering study should be nkphkrd bofon *mNalfk markings an Uttaaad in iacetlant away horn traffic signale or stop "I. Continental Wosewck bars (1.5' x 9' tiypp) shall be placed od)ecent to A bar W centered an each lone the projeatod aoolhe a abutting to existing acespon. •Ma placed line and In the center of each )me. Lando S' wide or Iowa Shall not rscalve a bar antwed In the lane. it Is Impartont that the MCAM99 m In alignment with the access .amps / elAewalke. S1� lesions, Place stop lines (1.5' x V& dble tip.) only ahwt 6gortmt to 6ndlcate the paint bdhhd tAhfolh Mddee ore requkM to stop (more oftw+ an main aterfde) -- placement should ardhorsY be 4' In odwonce of and parallel to the nwro•t crosswalk line in the absence of a marked crcenwdk, the stop Ind should be placed at the do" stopping point no mows then W or Mee than 4' tram the newoet edge of the intersecting roadway. t.TIA Projadted Fleslke (FL) III I 4, III aY (min f0 AN LangNudlrxM (lone) UMMENL striping shall terminate I YAND&TUM of the Continental Mandatory movemant droewolk ban -- [thee shall use a except the domtetnam Len lone -use arrow bike lone which shill Mite marlking, the word twmfnato at the cub making 'enly'. mother return. If a stop line lone-un anew, mwkin% upstream h pace -- etrte ' (igns). nM by oh of lee hat shall wane). Symbdw A: Ilrw Mp the words E' of mere I I In height -- Bee CDOI height tpeclficotlan eisew NotRequked with lane lengths Ian thin low. e' White Line a "its Line h- 4 ell, Brekan line s r . l eg en is 10' Segmenh Required with lane 30' 041" 10' lengths Iowa than 100% M I Ratio) Line 4' white ( h I r n. White S. white Extanslon Line PLS alkali be used far Ewtanebn I i x designated b. k s {' Whits EpRansian Une In- ionmy the "who"placement - the dy thaw h be convey oir On ourvatted tturningdownstream to sonny to or h Dotted getwith d a bike traffic that the sloe y Imo Mae with Imo eWrte. N ehdi ✓ some ow solid be placed {' even " dormetreom line, 2' ( horn the PCR A ' 8 segments. 4' gaps. centered an the base two. Frequency, of D 4 LSoinnee between blade is o motes for blacks 4' relive Enginserhn9 Judgement. STANDARD PAVEMENT MARKINGS W/TURN LANE LUMM COUNTY CONSTRUCTION REVLSION NO: 1 DRAWIING URBAN AREA DRA'WMGS 1404 DATE: 03/02/01 � SfREET STANDARDS NNTEROEtTm C 1218 W. Ash, Sufte C Windsor, , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 _ T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERNSON OF / APPRO ^+'t CITY ENGINEER DATE CHECKED BY: �ii4 WA # WASTEWATER UTILITY DATE k � 41 CHECKED BY: SIMMW U LIIY DATE CHECKED BY: N PARKS k RECREA00N DATE CHECKED BY: �� TR GINEER DATE CHECKED BY: DATE PPROVED BY;WIDENING I REVISIONS: DATE: ESIGNED BY: DRAWN BY: ATIMBERLINE ROAD WID -INTERIM SHEET CITY OF FORT COLLINS, COL0RAD0 JDL I JDL 90 OF SCALE: DATE: CHECKED BY: DATE: DETAIL SHEET 94 d Ys t Ca lin6 ENGINEERING DIVISION � _ NA ( .. - 4/6/Q5 �( Woad fact RAW thru rwnp 7 1tle 11 back of *o& (tW) :1 m Y Brown R dah ope E R. BroofMIM .. SECTION A -A NOYEee 1. " a' Thidmae" elope" to with ramp eras. 2. "' 1:25 Unla s a all. fame (than rat"P con be 1:11) 3. SoerMe: Sao CONST. DWG 1607. 4. 1114, Red Concrete Soa CONST. Da1C. IW7. l yoNS Gulor 2eRNe 1.12 MA1f SlWpa Aprm 0.5' �l TN�G�I D" Section A -A _NTS NOW. 1. w wmslaplatlslnpal w"otftmm. 2. Tweated dome we" pxYf. WWI preft all with the rancrek pour for the ramp. The pare material shall be 'Cast M Tact Waning Parris' or an equwaam material the must be first approval by the City Engineer, prior to iristu allon The plate color shut be red: no other cW nt Is awaveit SpectfidatlAW la the oral material will be provided upon request 3. Each ramp shod albs pRprdicular to His sled M which fhe ramp is teovided to cross. 4. rkhra staldad Illapling 18g5 in dN ladnNr Camly uar see a" standards [or other necessary crRlafa needed to con tmci these ramps thor is not specified on this orawing. 5. Canothout the tenor and calk So the comer us all ft"to Me street. UW0 BOG Bads of PW A-- Property Une Pr - Point of Tengeray n"'11 f Tmn p"Te t-2h I-2r 5 5' PLANWIN WtI RESIDENT1AL LOCAL STREET ACCESS RAMPS Ik Mill OW30/2004 ,ROW LMe i. ARTERiAL1 cottEC7oR n . i 13;l 0, e.: A • •. - claw" aYwAe1E • • • (R. WWsAAN ow.n an • .may . erti'iY Ill muLn Ra ta A raw r� r am.•� I I I I raw R uw ormR maaNN NYM' wRaYTE :,. •: I.1: aNd,� . . p oatiw RAIY WIN PNnINLY CYaaY aarrerwR PLAN NEW SECTION A -A art N.rw L$ t (r(amYe IIt�Rw�w wu w eYwell saw YIN s twf wale 0 w. rm VlwDNA YW'�'YRR w�wW /ALL a mwcow" o.B,. 01' awe i al' o�rrfiiiiR'oYlowr� rail A WwAM s mu.u. N►Yraoawu r�ol N oaaYNn eon orawAl a N mere. 4" a MY) a eNllwlleaa No how Rw! ranewrwA.a N rw%L YYCna, anti aN Ih N�IwgolevR meta AiNN s Noe" a mnel Y,YRN1 wv R 10aID1 N &A mwm Y M�iM a �NEY�'N.M tA[�M'Ar �r a rNIRaN cerNweR eAoeRR a a "nee a !r1 MirYFl RR N'wwlaaENR amw Gent' w M T awe N.aN flaw Y ""lira cAel wee awrAE a area w NAlwl a A N aaY t! GIaY wr reIAIR Ar "Aar a w[ were w stern w��fl'PA[�w .nu'�t�aw New'" tN�i.e sal NY a Ialaaa efrP "awl wAaNwi PeeaNA, }MR ToawawNa oAf W0% "RT. N wl[ Rear twtwN YW R PWM YarZwaC YM wR AelAa"fT wawweR N� w NI NrIRl1m 91AK of NORNr R Ilwl ro ORON rK N r. saeaaw tAa sewam a wANa a IaeN warn waweD. A 7e Flare 80C Flare PAM Ramp o° 0000c cQ o0o c "°n° RemD 2'-0' o o ISDo Panels Flare 00- o°0 0 000Goo°° Fibs oc �° ° t 5' Flare o Panels °/ o o c o, We \ o° 2'-0' oho°o °P�Ms Boc o Perri Gutter R� ° 0000a oo"o '.,. or rot Won A ,,\ -1 curb L Case 1-Directional Rams Case 2-Non-01rectional Rates Case 3-Mid-Olock Ramos NaN: Rtmo IPone WINK 1. Trunext l tame w'ida panet uls$il pails along with the coneue 4.5 2'+2.5 Varies Vai1eS pour IT the ramp. The panel matedol 5 0' 2.5'+2.5' aflafl th °Cars In Tact Warning Pares' 8.(y 2+2+: :20 Slope 1:12 MAX Slope Oran wNsent Material t ai most he firs approved by the City Engine" 7o'' 8.0' 2.5+2'-2.5' 2+2+:"+2 Gutter prior to Installation The panel Cola "I be red. no other color Is approved. Nob: Tanned dome trade aN Or ,. Specdieatio s for the parNt she Valuable in Wsquares am Apron installation Inseualonawlll be za.5 reCanples, Combine Pa ltel9 embedded in the Prided upon request the Wiens to fit the ramp , carders a ramps 2, This drawing straws ver8pl ash. For Panels may be cut to !n leas g d Section A -A (Cel line DI ramp) D W over curb the waning delacdatr acatim slap be placed it the sari to 2kl S'so, t{'pAet wasrenq BIC _016 of rest NTS Wier 61 back. hom the Face of F -Faced CRb Curb art. -Flow law TRUNCATED DOME WARNiNG FOR ACCESS RAMPS . rF: ' i 5 WIN 09=004 N& O St" sor at a` `trofft Wwwoa, I (I Slid ww" Mall c"nforwt to width fegalrwI,"to for the "beat cbMlkotlon Now ;A&mrat MuR A'aM BlrWlil 2 Peara"fte nluraftpa am Mdl bar M Kw M!h 3.. C`oss"A to the op w" ramp ! Ratio, Ana. of AMASTONE1 AMASTONE : � y,�;r Kc1'11.r'1 Vrtnm FRONT FACE OF AMASTONE WITH ROCK WALL, BLOCK TO BE SET BACK AT ?' PER BLOCK. TYPICAL. FILL BLOCK CELLS WTH f' ROCK, WALL TYPICAL. HEIGHT 2 BLOCK EMBEDMENT (H) TYPICAL p� N 412' RL - REINFDCEMENT LENGTH LEVELING PAD OF ROCK, TYP. STAINING WL]y TYPICAL T L YPICAL SEC'-M THIS SECTION OR APPROVED EQUAL HALL BE ACCEPTABLE. TYR'CAt- WVRJ9CA7''EYI AE.DIMa EGa1Sd�l t t�� * i Ir-MA e4 C1a'(17L1 AOwIa - Is T y( 4' I MA" a Pi acre) CVAPW.YFB 111111 ,� �- ! ' it i YlIn r y I , -it kill.RuzRr MSStR# ,'� '% ��Ja_I BA� "III W`IFIh V.(MY OLA W , P,TwPAd.`" " "Al 04MIU M I'rwv Rime nrntfw"r IS WWIAPN R,tRT Nv sCMfPPD am raEnaWoe:IEO TO 65A Mr sONIAM suit. W—,AnR' fool ah2n VA'srNAt m Y farm or are iLA$tR; NIpSiNuS fLA41'D OR 011 1_ w VINK.ImAl PAM," 1. ol"N WW Or ANY r II $ to AN. 1rcRN O'U.11" " Dr 1lTNAr loin , Awtt elssrlc rT,til7q wPa BAa EY W+B. tITAIf.Y PLN"j)j(E,DI..C,yD1l ARRAY RIM 'm TR@R ww T Raw INII"" GTa- aawAtt +E Nt4wwa[ ,w tIXA wfii E WALL. HEIGHT (H) 0' TO 4' 4'+ TO 6' REINFORCEMENT 4.0' 4.5' LENGTH (RL) NOTE- 1. HARDSCAPED MEDIAN COVER SHALL BE 47 COLORED CONCRETE (SAN DIEGO BUFF) WITH EXPOSED 3/8N AGGREGATE. 2. FOR PERMANENT MEDIAN —MATERIAL TO BE COMPACTED FILL. . FOR TEMPORARY GLUE DOWN MEDIAN —MATERIAL TO BE FLOW FILL. DESIGNED BY: DRAWN BY: APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: DATE: - )ot(c0 NA ( 4/6/05 INTERWEfT 1218 W Ash, Sucre C Wndsor , Colorado 60550 Phone: (970) 674-3300 Fax:(970) 674-3303 N S U L T I N G G R O U P SYNTHETIC SOIL OF EXCAVATION WATER TRANS ISS P MAIN o WATER iRM`SYfeSr0t1 MAIN RIANNO D TAPPP1a SxM FLANGE x NJ rAAPM VALYE e® NWC PRE zow" am PPE (To dS1RINUTION snTnA HECNAMHL COIaCaN6 PLANbill 1. THE ACTOR VE)OWPER TO PROV10E ALL WAIMALS. 2. MATERIALS TO K AS INOICAYPD w THE 01INTIRL"0111 STANDARDS SPECIFIED by THE OTY OF FORT COUJNS, 3. E%CAVAIM AND BACIVEhANO FlOR THE TAP CONNECTION PROM= BY THE CONTRAMR/OrA .OPER. TAP CONNECTION FOR CATHODICA 1Y PROTECTED MAIN LIRPIbf/Or 1A♦ I =TAM my or 10Rf 470IZIIIE WATER CON31'RUCTION uTuzrw DRAWINGS D.tllt B/w 18 Ge=, N'r Slow" "folk' PREPARED UNDER TFIE DIRECT SUPERVISION OF CITY OF FORT COLLINS, COLORADO U11UTY PLAN APPROVAL ::"t��""A os TY ENgHCaR DATE CHECKED BY104",w13 y(�1E�h WAWASTE lE LIT DA CHECKED BY:.��"' STORMWATE+ UTIUIY DATE CHECKED BY: pAARECREATION GATE CHECKED BY: �%EN� DALE TRAFFIC GMEER CHECKED BY: DATE /NaNP"Nrr* NTERIM 6HEET 91 OF 94 x FIM9R0 GRAOE� CONCRETE ADJUSTMENT BRASS Is RL MAX. OROltED INSIDE Zs IN. MAX .''� ASTM C-il! ECCENTRIC E 24 M, U mix" PRE -FORMES PLASTIC MldR1EE OASIXT 12 IN. CKC. N ABTA C-470 MANHOLE SEC CMS SEC 7As11! is NL GROUT BASE TO BARREL 12 IN.-••j MAX. SECTION am MOM 1147T. � \ : PRE-FOMM PLASTIC CAIDET T CAST-M-PLACE CdhCNIETE SAN $M MOM T 7 COMONUOtS NO. 4 OARS iI AND, 3 OARS • 3 R. CDNTERS SA OONOMIOS NO, 4 SARIS NO, 3 BARS AT 3 FT. CENTERS �- 10 ►T. MINIMUM •-�-�� 10 FT. MM4IMUM--•---1 �/� MMSALN INWt DIAMETER IF I. V I . W W7AT MANHOLE SHALL R All MOM MIN, MANHOLE PIE[ S8 DIAMETER is M. OR LESS I8 IN. TO 30 N. ii OVER JO INCHES / a IN. MN. POURED INVERT ` PRECAST MANHOLE SASE ALTERNATE SASE STANDARD MANHOLE MET a iosr COUM SERER CONSTRTICIIDN ro:ui . I DRTAIB 1. 112 DETAIL 2 FOR RIMUSt iXRX:IR A I I i SEE OCTAL N FOR ORAMTT PLOdt WOO A TO K REMAINEDACCORDANCE H SECTION 0251S-1sA ON SECTIONM622-22A AS APPUOASE IAOS o, ALL all. PP AND RTSMALL OfMAPPM WIN P0.KMYLENL ENCASEMENT WATER UWE i NOTE CONCRETE ENCASEMENT WILL R REQUIRES ON SEWER LINE MIEN FEAR VERTICAL DISTANCE FROM 'WATER LINE IS LESS THAN 1 FT. -a N. OR HORIZONTAL DISTANCE IS LESS TRIM 10 FT. BETWEEN PARALLEL LNG. CONCRETE ENCASEMENT REQUIRED M ALL CASES MEW SENIOR LINE IS ABOVE WATER LINE OR IS UNDER A WATERWAY CROSSING. CONCRETE ENCASEMENT DETAIL DETAIL tar t1I !DIRT t tnuao SEINER CONSTRUCTION ArrBOP>♦. WW-3 DTBAM DRTAILS B►Ef os/rs/eB DRAWN OG)mT PLAN MANHOLE AID !COVER 111-1738-E NEENAH OR APPROVED EQUAL-7 r FROST VO-T / PRECAST CONCRETE RCTANWLAR BOX CONFORMING TO ASTM C-013 DESIGN REQ.IRENEWTS- PFI 1w EBOW SERER UNC PLACE CONCRETE JOINT ENCASED ON ALL RTMOt SERER JOINTS 10 FT. OTHER SIDE OF WATERMAN I�NE I r 4a= 1'�✓�� 16 FT. MM. I HATER UK 10 R. MINIMUM 3000 PS VIBRATE M PLACE 1- 3 M. Will. (TY9.) PIPE IT. 3 IN. MIN. --i 10 FT. 10 FT. 12 M. MIN - ] 77 6 A. PPE D.D. - _TTT' SEE BAR S2MD AND ,. LOCATION TABLE DETAIL 3 A. MA. PIPE 1.0. NO. OF LONGNOlNAL BARS AND LOCATION 15 IN. 1 B - N0. 4 BARS 3 EACH SIDE is IN. 8 - NO. 4 BARS 3 EACH SDE 21 IN. 12 - NO. 4 BARS 4 EACH SIDE 24 IN. 12 - NO. 4 OARS 4 EACH SIDE 27 IN. 12 - NO. 4 BARS 4 EACH SOE 30 IN. 12 - NO. 4 BARS 4 EACH SIDE 33 IN. 12 - 1410. 4 BARS 4 EACH SIDE 36 IN. 16 - NO. 4 OARS S EACH SIDE SEWER JOINT ENCASEMEI DlTAi. Mar 6r "W Man EIMER CONSTRUCTION WW-6 OS'DSTtBB DlIAIIS 1" OR r N "MAU TMRAOED COMBINATION AR RELEAW/VACJtM VALVE ir Maservoit NATO PIPE SHOWN (SZE VARIES) Y DQR iTm"AM M-40 INSULATION OR APPROVED EQUAL. INSTALL 46 W. OEEP PROM SURFACE GRADE of --rut? w X FtM10ED DIE PPE DFENNNO (Flu M -SMRMK DIe0U1• ALL AROUNIND PPE) I" P 1IZMALE TFWEADED ATOM AW RELEASE A1%ARM 2" CORPORATION STYLE SAL WM CC INLET AND MP OUTLET I LE PPE OPENING (PILL Ant -SHRINK GROUT ALL AROUND PPE) f,Ii IIq. 12 Si. WN. J WO OREAWR MAN SOIL ffi MNSRM SEARING SURFACE AREA SG R.) PPE iN2[ KINDS EEEAo ptp 11 t/4' z t/2 4s' ow 6- 1,0 1 1.5 1 2.5 4.5 is or O.5 1 2.5 1 4.5 8.0 5.5 Y 3.0 4.5 9.0 15.5 12.E 16" i.6 9.6 ICES 34.7 24.5 RARING SURFACES ARE A yGNl REQUIREMENT WENGINEER OF AND DO NOT REVE IRSPON IBIUTY To DESCH EACH THRUST BLOCK, 3 N. MN. 00411RAL NOTES BOND NMAAKER 1. Boarinq surface w*$ shoRn M ChOrt are minimum. Mulula HYDRANT teAIeER A-423 OR SATROUS PACCR no LOCATOR STATION (PVC PIE[ OIX1T s M. PLASTIC VAWE On a Ft -as Ma. Ma or fMaeMXK OR PACK OF CURB 12I HI M MINIMUM FLOW'FRl MAXIMUM HYDRANT MAW OPERHOP MUST M MAA CLAN or OBSTISJCTIONS °oflo D c o° o tx NL Oo OC tlp° O O oO,p a � c S o g0oo > . 6 INCH DIA PPE MEV"t SEAT LATE VALVE $. All fittings to M wrapped with polyethylene. o "op op°-"$0 00 1 ""�•-HYDRANT DRIVE -"`•"•.,.•^"' / -1 Rlr. w%ok 020M) 3, Pipe lhstofed under conditions different from those coNat>< �ocK wPWMST tAtx normally encountered ohall require thrust blocks SWAM designed for Nose porticu{or Conditions. 24INCH MIN i... 4. Thrust blocks on Pbe Iorpw than 16 Inches diameter 110113 shall be designed for Conditions existing at the PLOCK � IIOM 44) NO UMIDSCAI NC (+REFS SORIes, 60UL881S, M), RETAWO Itmeru SEO Installation site. WALLS all FENCES ALLOWED WIMIN 4 FEET OF FINE HYDRANT. SOL S. Refer to Section 03300 for eonerete rOWWOmentt FINE IVAI RANT PPNO, VALVES, ETC. 94ALL R WRAPPED W POLYETniTK. TR 1101l. RESiRAIt ALL FITTINGS AND JON17. VQEUMti SHOWN A TABLE ARE BARD ON 150 P.S1, INTERNAL STATIC PRESSURE VALUES FOR ANY PRESSURE MAY BE OBTAINED BY NULTIPLYINO TABULATED VALUES BY A CORRECTION FACTOR 'F'. IRED FOR VERTICL BOND GRAVITY ANCHORS FOR 150 P.Sj, PRESSURE). OAR SIZES FOR 150 P.L. LESS THAN NO. OF BARS ! 512E GOOF 2 1 /2 IN. SOOT 2 5/6 IN. 133OF 2 3/4 IN. 200CF 2 1 IN, 400Ci 2 w. SOOCF 3 1 IN. CONCRETE CRAP" SIAd( VOLLIME WATER MAIN SZE (ACMES) WENDS 45, (FT.a) 22 +(2' (FT.+) 11 1/4' (FT.W) 4 15.9 8.6 4.4 6 35.3 19A 9J 8 82.4 33.8 17.2 10 25.4 51.6 26.3 12 136.4 73.8 37.6 14 184.7 100.0 51.0 16 1 240.9 130.4 66.5 STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION RATER MAIN LOWERING AnsOFBAs DETAIL• DETAIL mtr or I = cOnSIOD RATER CONBI'RUCTION AAISBoaBts DETAIL tat a lost MUM van CON9'TRUCIION ama/00 �nm WATER�CO� CONSTRUCTION . BcxB 6/00 3 trenm�s DRAWINGS y�E m6Tx 4B tar a Iasi Ootsa6B WW-7 � aRAwnrce Isom wrRs� 2 � I MEWTMR mi®c 6 IN. CONTINUOUS in 4 IpAR 3 WAR (AT 3 I= COMM L1R DPSTANO[ FINAL LANDSCAPED CUT 4 am GROSS VAWEE 1 R� ORAOE N FACE IX CUIIB GUM, WTRUN ARO eloE'NIALI PAWMENT . �i�?!i,,`?i J>,. i,��,'.�,�i�y +o ' "'. :. Outlaw x rT. 04 PKK 1R6 as ARCM MAX t CAST WON RCESRD UD VITA wpm LOCK NtTAU Lq t RICH ARM PMµ APED GRAM at " FIRM Alln OR PLASM P11001 OVER PO% �'�" "MUD 17 IN. DIET OVKK r1 C0I "0" 111010, 64 PA METER on (0N011 -R--�- N N. EAL%iEN4 STEEL CASINO BOx 1 N. MAX. I CONCRETE I NCA.' NT 19 MPARM ' .... _. i MEN CLEAR fRriCu DISTANCE t LESS THAN /6 INGHES. 9ENPR K + CQ SIGN TYPE . _ ...._ _._ _.... .... ........ _ _ -_.. ABOVE WATER MAIN OR HORIZONTAL CONCRETE ENCA9E101T COIR6 STOP CONNECTION DISTANCE IS LESS THAN 10 FEET BETWEEN PARALLEL LINES, 10 FT. 3PACINC ON LESS THAN 4a IN. CIA. IIAPN WATER MAIN -" TYwC 1C 6 FT. SPACING FOR PVC IA C PIANO m1OtAL N01lS �° °oro oQy%po �P° 80.1Ap.P.WAIA-.o.,pp.•po •p ,p�V• � •Fe°•`'�oQ.�Bo. q Oo°o; ... M PVC. 8 ` $880°°0o ° o g$ o co d°oa oil o o� Mw� w tNlawt TIER 0� .06qE°0 00° 04�0000do Q°d 1. VN dMCH tap (ore NMorn) for 3/4 Inch and 1 Inch servka utdees enter MGM O 4 D" \\ 1 •. In which CON, MOWa topphtq bride. CARRIER PPE SUPPORTED ` CASINO SAL NTH CASINO SPACERS 2. Install 1 1/2 inch and 2 Inch senka sth tapped tee and corporation stop Ot thm4 of (REF'. SECTION 02224) caeetrueUan or uM a tapping ssdde. q]IEtAL MOTES i)� flEr 10 FT. M. IO to R. tM. OR u IU[OisRED 1D 3. Locate art box and meter pit according to the approved utility draWAngs. 1. Do rot Inotdi In any Wb de% Pw" area &IwWOX W1 WROM, dt'aInCgS ditch K detwltbn bwIn. 0R AS NEOAKD CONNLTRETE + fla ag«ts•; ' • ° 000 NEAR A PPE JOINT Eo PEAR A PPS JOINT 4. This CRy In ro%W 111,14 for maintaining One Rotor main, cwParctiam eiaP, and DATA" Pk%g 2. No landscaping (trace. hrubs. bmiderR eta) K reta{ning waft to be ~ 4 That of motor box. FOOTING (TVP.) ; <8g1 °e;$�fl • .s .°° - ONASIRM ►ERVENOCAAN gtASNM P[IIPCNDIGAAR 1b COPIER MAIN) TO HATER MAIN) W t0 and including the curb flop. The otmK It respondblt far serNee from We 3. 9opt ground turraundMg meth bex awayfraMn Rd at 21< rdnhnnurrn graft curb stop. Including the outlet coupiMq to the building. s. Mahe no plumbRq oonntetlena (t"% osupling4 etc.) In motor box. COMPACTED ' ~ - ' . 1. 1� 5. No o"lmgs Mowed between curb stop and motor setting. S AM tow and connection fRthr9s to be a minimum of S fast from motor box Wd an outlet am& GRANULAR MATERIAL NOD. 1. CASINC SPACEWS 94ALL R STAWE35 STEEL W/POLTMER RUNNER. Old B. Use X capper for the Service Rom the COTPOT010" atop to o minimum of 5 fast . - - ... i.ALL fIfTBNOS. VALVES Alp P. Cast oasptanw after meter bell InKelisam rtPuaw that the owner adAtet meter box Cover T SADDLE tY DIAMETER WAIM PIPE RATED SNAP. R BRASS 2. STANDARD INSTALLATION - SPACER SHALL NOT R PLACED MORE THAN 2 R. FIRDiA END CE CASNTL IN CONCRETE TEWHOW �� poet (M motor plt to 1/2 Inch above Ilnd gads. SHOWN (9ZE VARIES) 9' �, RATED ZOO PS OR BETTER. d PVC INSTALLATION - SPACER SHALL R P.A= ON THE SPH)OT ENO OF EACH KOMIDIT. t A CASES WATER LML :VIER Lift 2. O[TAX NOT TO SCARE 7. Na hndseapMg (shrubs, boulders, etc.), retoMMq info or fonets allowed s41hM 4 hat 7. If a preswxt redueip VeAve N requiN by PumbMq Cede. Inetd wMvc InsMW the building, SECTION A•A (T`9•) 4. CASING DIAMETER AND TWONESS TO R NOTED ON ENGINEERING PLANS. Mnm+o latel foloWin the mein abut -a" VOW of Me curb stop and motor pit, and no trsw wIMM f0 feet of curb KM motor Pit. Y 9 LOWERING COMBINATION AIR RELEASE/VACUUM VALVE STEEL CASING CONCRETE ENCASEMENT TYPICAL WATER SERVICE STANDARD EXTERIOR SETTING FOR 3/4" AND I" RATER METERS ---- --.. RATER MAIN -_--- _ ___-- -__ __-__ APPB"wn MAII -----. _.-- --- A@PSOP!•NA _ _._ __ ____ ___-. _..NPW#M - DETAIL - _ __....__ C1TOtr �` ___ ORT1i OITt eI lost conDa wATRE CONSTRTJCTlON ---tilt a lost ONAM WATER CONSTRUCTION BBTsie/tto �py� i-wa n/tto �rnlDrsts DETAiP DYTIIi BrTnllc Mat oI I= oDT2a1B WATER CONSTRUCTION �-- DEIAII Wr OF loll OKIM WATER CONSTROCTION �� WATER CONSTRUCTION �-- eal a FM conga ; WATER CONSTRU wMl6/a otIISTR6 DRAWINGS wtte/' 010 g Mast DRAWINGS 11 DRAWINGS DATr x0/OD a►vM a111S DATE 11/22/04 c T)TDJl1RB aRAWiNG$ 7 )aBATMW srtemc M a ro u� BBAWtM AIw 15 �►� DRAWINGS 4A DRAWINGS v now Brisse DOAVX BTiMDRAWN W. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION WRAP VEIN PIPE OF LIKE MATERIAL CORE DRILL OPEKNG FOR NEW PPE (FILL WITH NON -SHRINK GROUT ALL AROUND PPE) SI4N DETAIL DESIGNED TBY: DRAWN BY: APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: (DATE: N�. NA ( 4/6/05 w iaw�wr,ceNrSWMtslrwrumrsrl�IiwsrW�� i INTERWEST 1218 W. Ash, Suite C VLAndsor, , Colorado 8055E Phone: (970) 674-3300 Fax: (970) 674-3303 L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL / OS PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: _ ITY ENCN �j DATE 1 CHECKED BY: _ R A WASTE TER V I 0 N CHECKED BY: / sT�o MwATER UTILITY DATE CHECKED BY. Al RECREATIONDATE CHECKED BY. T-POLINEER- DATE CHECKED BY DATE U ne.. RI rrri3� riiril tidiiir4 Irr >irrrr�:�rnR saaNatraal lalsairaei--Wa: � i�aa: leewl rfiesiaJwO�wFaT; IRMdfruN __--- Sam Wp1Ml Layout an "a* 2. TYPICAL PLAN VIEW ' mom" s. rase Y INLET PAT' LENGTH Ir TD I. N � N11p,�a► am W ►Y. ` Jw Jena_ r TMItK Its/. - 1Ml as I M Its NI as ya r r'shea. �T-- �� I ]' «. T « 40 M1 am yt -W I-Ih• � wee,, rOPOtiRr�110.L FOR W'••M N �1• �� M Za' ra , ,/4• I.ea NIA Ar sliiNt�+ c LeTO'er Iron 4 TY, aa. r I Ig1q a/K iNE 11gL T METRO" 4a wig eve M eve I I/MY iYraP MITT. ,a• r Af 10' 1,680 wt --r e4. warts T— rev. .a T ra,g•'•'^ rites- II rwe. y a �.a +�-� Y a J• a A/a' RM SECTION A -A REGULAR -INLET I aFF---- VCURB FACE ASSEMBLY, PLACE ENiNR ASSEMBLY aWORE POVRINO CONCRETE d 171 Hie• 411J Aft I01 Ha� 12 SECTION A -A INLET WITH DROP BOX H>S' TABLE ONE - BAR LIST FOR CURB INLETS TYPE 080©1P.�E,_.f,�,_. �:•1� /11A•rr �Erf't'ril�ti�:�s,�rf�s�'at� rr1= /1I#f rf� ern�frs�lfryrrsanse+e•af�r�-rofr�v'ftes•e�a ul M9�6lifitl7•t!�flClwil•v'�� r�B ��w��lr• rr^Tr TaTv 111111r11111111rrYra or7 <)irG7 i'R7RTNi>•t!cmi=DIIl31fot71SE76 �^.m r Wur rims R avr men rrrgrrm or � or' = fl�r'ir��r�vt*r•ET�"itsrtlG"'irr�rrgv�e:�rr�'i or^>, r�rw rnrl �>•mfrfT�r �s!(>elT>: �nrfiner, wfr• �Rawn ��r•r<��T7i��r[Ze'i ■rir7 ��.rrr•rr�rr�rrrl rD1•f2iSi'�'�rCiCAe m rEmm Ga roimiolo �IearrrMrrrrI rwE�eellrTe�NerNrN�urrNre�e rlrr.r�urNe�IlrYra Dft�fff9 DIF 1•Fci1111IF'11111111 c t7f9i� Sri= rs.4vrr�rlrfor�rr�rrErlrr�f =WLwg ti:rfr�fllC7 WIT" fIIIL9nOk'YRt�EA�l1�['�t�E'�t�tTC51 rtr'?ft1 [IIP:9f7��urrr'rrleffr� reeeE"ARi � � rf�l7lfiFIIli'0i �C1GS�1o0C.CY�0�y0(ItaSe:OfiYSi'i UM WDIS OMM OMA'�w ��r � ITT-S �I[rQ191 lR'a19 ��'F1�!rf �tEITBf�9 (DOTTED VA" ARE IN SECTION d-d) SECTIONS c-c 6 d-d ♦- TOT A 11-a' M amen Rl 101.16 ants Tk FIM - -r vaq Raw 4M -T- I""—t 1I• u!- TYPICAL END VIEW Ilac aellYo�E" �oi' I RwLir.r'm CURB INLET TYPE R Ir am tN STANDARD PUN NO� M-604-12 N (� GENERAL NOTES AL aaW C qAC A w 6 Im m Im altae- aRy w a FORA A wmt Yr at a. !ran. IAa afN aaLL ■ a 4CCNOe[{ -ml A Y to. AFTER iWewlarpYWY�u eYtYa�uYwtaw wprtYRp mza wive., M Faga�wmteY�a ", A RwW TFa'C`"Yetiwf�0 �YY tea MILL IN "Pate.. awl Ian 4 If1Y � D n teIYImpaMa.r1 awtI,,.rNa.�maew � 11 eli°a � a a aw auou o�ia elKr�M1MF N i1eAa I' 1RKaMML as MfL a YaYa® ve Mal a erne, ,e ,a OMPMOw ar run. eA-ah' I• TYPICAL MANHOLE COVER tr • terns. RWe ro sets fNN. v Y _--- -- , w w "a aM "N' I r �eleaye-t aIrteR0. e4 aMI� is alaWa NMetm onpu "WJIM ow WX tie ► 1-e 1 IN PW-a91la WAi! &"fit`.t 46. fails WIETS es I-Itr fRN TABLE TWO BARS AND QUANTITIES VARIABLE WiTH 'H" NeTE LOW a-Ir TYPICAL � 6 Et ► Ena�llr�iftrrltEErts�l�lfi �(1a��;- erl EYDItSQiIiY!'Lf�itRfif>f'f��f1 {r)f�fi7S7' fLSCi DR1C�1'�r'rrr7r�rrl f1'1F1rr".J fY)1.1r["�fLR7i'7:� [fLCLOfE1lYSLr�r7��rr1�>♦fL^! . [Jm1 t4SSt)II'9fi�fiTAfif•f's' fRf1r:.7 WTAWTsr[ fT11 f:•":7 vw ift*7{!!!U:. [3GLOIIICQ.•Yl�fli fT1fNf�f�ftS>•r'ORt*fffTlriZ1•rE"1 [Y:1'Oi6i1Q'NffIISififfftfff!�f'•!!!� '�1DtElf?�i£>•t'7 R&a Ofbf:MrAU "ffMffU§W1 KEN" WK1f?11111 rLEifI" fUQ1 fYEi17QY[YS51r"•lfFllft'.>•fT1 r7mv-'11I KIM "r ff'77 UnL1<1[$)iffl)CClfii"mmt"I•wilW17>•1:IRgfEErf:.-rwro 12 t]¢L['IQSi[$9C�5ER7lTfBi'-7frfl1F�it5711{ff7ff"^ Nli W"Ill Liu UOLIKU" ]QOIfL7amwwrn � fi.2mmm6i >1 1110fL:7 fT1Q1L)Q]I�ifflSliffx7f�ftiL'>•f[f L:.flffX:1f,�J.fY27fi.-"! Lt)Qi'unnivram U7[? [f161771SStIIi9limilt" wrufiRf "growHmfca�rC--� 1i1^1�'61rS'Tf �mI'IY[S�➢f7CR1fi"ff71r'>tf71t3>tf'Sil W11111i'>tfrf!"471�-1 f-7 �T1#rC'7 AND Id - '�M fr sY FetR tOA era an Ra Ir RUN ImUrNk�� X t.•-�- lY-10'-1— s• Wee, K_I/r 1Y ue-GI�i'w�ia r - • fe-L: K" IY-Ir rR� - 1n f tr--Ir -IN•- .� a- .yr •I UM Yea Wa -T r .•_ II-.. j� 4• 4• NTEEL �INor TYPICAL MANHOLE RING '->s'-i_tr-!_,,. _I_„J_,,•_ r rmE f_,x lm NICLIIOC sraucnRatl aTEa. eea+ts 00YW" - InLaa CHANNEL LAYOUT DETAILS lelle - IC LR WAL - ate Les. J 4 Ud I al- b 4N 1 eNI H / alb �� kN� 7B fG I ® ISLE NaAmphatt nrzCt ie 11 J1 r - ,,,atl leers, varIw Ulw o o Netertaa r (Mu) a' (eaA) N etia welts IN I•w Wa 4' d ' aatitp apha:/awaeke, R met be ra rowd atd replooed. Wit.) NM AsphaftAwHereft es Clean Read go Eae"No" eew t ' Edge of Peeamamt ar 3S Up o! ERwhq Guitar tY (Ucter ! eamr) , —T (to Raw I bdee M law".) �Udfty e.aanq Isetarld �Umaatubw sd, 1ia�M b will ateR M bedneal IN weadanee .a1 tlw wave El" antwa ottleawa epee Rwd by the Lets Entity "how. and riotleto porn ant of aphat/eanerota, powmomad" " be oea cut to a ohm "It 3. Whom Ma euneumMq era are met-eRpanaw, a mend/canont slutry (I mar mk) may be substituted for books materld. 4. TrwOh Ywth " not to mtare then 16' nor No Man Ir addr then the wine, die, at« of tl5..a Usso o /4 mbar at owtes thllq Ma pamnebr M eenorrfe nFlccemant asathm a. RNor to Cheater 22, _ for oomP.U. and to" nahmww. ,. in unkmproved weaK w deturbad avow alall be ro rodad, ended k nmlla,od. 5. In concrete rvedw^ a minhlum of one meth eMCreto panel must be replaad. N. 9oddhq motaria otpth Karen hatalhq at" Gamer shah be up to epr" One, oaeept 1n wing \of woultoblo bockNN; Man, boddhq materld shall be Woad to a mewl 12' above Pipe. PLAN +A�IM1664"FIN,101111, mm"n"HI rr�r�r�rrwf•�s�■�rM MMi�lE�11'iFiFltl-Rf-7 i•;rtiltfHWi•iR!'iR7 owe®©n©e ==a mm I. mmm COON M-aW-fO E 00100 E ONO SECTIONS ARE TO Of FLRMI7HOD WIN MOE OR GR001E M REQUIRED. J. P RU OMVMPAWN AND JOINT Of CONC!" 010 SECTION AND PIPE aNNL MAYOR. 4. CONCRETE NNE JOINT FASM OM 01ERE **M ON PLANS, SHALL WE INSTALLED 90 THAT A N-WA 01 IS UNEM FEET OF THE OUTLET END OF THE ARE ME04MOCA LY LOCKED TOGETHER. 00 SECTION LENONTS, WHEN USED, WILL aE MOLURED IN THE IS L.F. RIGUNKD, CONCRETE END SECTIONS re, DRAIRNGB r Agh wwwwwwl r�r�r�ni All Ion is _.�N.w-wfYC T ] IIke ylta 1AQ i/a el e- LL 16 M. MA% - 400 l.. FMSRD P1AOE OR A�N�KD A _ rz 16 M. VAX 5 WT ��II11��(��tt ��//�pp�R �� AOAI6TLIENT SHWA 24 IN. R c v r GROUTEDINSIDE AND WT 11000 MAX T26 t , 61 iFO CMilc�tl TOi At11M oats * t f1 = IMM+aS iY 0�~ ' 1 Y MANNdI RUNGS L S �EpC Waialeale 1l 7 ° D AA6aT,yy ,,6e a IN. NO NANNI14SECTIONN &apt► MAA6ST�y w °m m • aYw•w ° molt • M. p�AND77aeQUTM YAiNFiQE�SECTGNS eAaE CONE a M. « le . MAXNA% NiSRE A U OUT e IN e A e •• � t7 M. MAXMNOW T 21 1 FT. , COME • T i--\ P - + • POUTED CONdICrz ow ' fry w. IAPc aJT O Oar i M.OE Wq WT , e el Wit % M R MIK f NOa - 1,aSr,aW _ _ _ - _ _ _ 1r L N a , e $ 11 KAY d CONCRETE 9A IN a M. N. m I IN % a 0. f 3/e -. tow " I -L. TI SECON H-H (REINFORCEMENT NOT SHONN) t PI 4 6 aI, Nln. / - SNRf a am2 M. Nei. 2 M. MN. 1. DLY:IUK SHkRff"E a"a THICK FOR s rt. At OTHER �E OF CLAWtT. a ' ' INNaT NOl[; AINRMM M>qE dAN[RII 61 MANHOLE AS FOUANE: ' PCIm[D SROtT Not MNRMANHOLE "SIDE p�Aa g S 2 UATLTIR'�E F CULVERT LERT�eAL eE NAPE ro M , ,n IN • Ia.�-.�. ! --^�^^ —+ M. • .} D CAa{ NMNOI.E SE #TALL e[ MBE azE a M. r • + f c SHALL P/[ NIII M N«Io YCl/iMa2ED ACCORDANCE WIN1 DIAMETER ° " IIECAST NMINdf eAI 4 MY JOINTS W TORE WALLS CONNECT TO TOP CO NC aASE. 6 IlIIraPG9.rcgT IN wAUN MO Ma[ aNNe,l fA IN O,d. �' N M. A1IN. 4 M, % (,E�{ N M. iV ♦4 M. (a1G.) so N. .� T a M. MM i (tea �yE) E2{T M. 1O WIN. K 3 A. ` TIL THE 111K TO C-C uTERNATS sAeE m. 72 M. ALTERNATE BASE (MCC.) 60 M. 9 42 IN. 72 M. U�OM LAII SMALL CONCRETE SIDEWALK CULVERT FOR VERT. C/G do SIDEWALK STANDARD MANHOLE SHALLOW MANHOLE WITH FLAT TOP t7rT O COLiIINColtnO 'RATER CONBTHQC1i0If DBAII13—TU aff OD lm TATU CONBTRUG"1101I � D=IYH DRAI/IICG9 fnas EE/PNe D-3 CI!! Ol lMR OOEi�T;.';.;�CONBTRVCI[DIP RAWWGS I—""' DZ1A4 a'�`ne D-4 • r tE� rf e- NCa1M Re IN i �I6R, Re N6t TYPICAL GUN LINED CHANNEL , FT. MIN, 19 e W s rtf Nak r JR MEDIAN » PMNERR 1ti w LVMG Poll CHANNEL DES OPEN CHANNEL DETAILS rt 1110TAIL (WIT or Pm I aum I RATAI CONSTRUCTION ]INTAI DRAWMGS - — — 21 Rn�ID-1-I �w torn m i ern m w 2'-0" 6'-1. 2'-0' 1-1/2- T-- SIOPe 21E to Gutter_... _--1-1/2• i 1-1/2' R I 1-1/2' R 4" SLOPE 12:1 2- R __._._. __ �- 2" R SLOPE 1; 2' do .. 3-11/2" o.c. �7^t S�%2' o.c. Sol o.c. 12 09406 .c. h 12 3' dr. I — r dr. Ill ,TPICAL VAALI_ 6" NAnq Floor 407 114001.c. 9' o.c, AA 2' DWAETER N" o.e. 402 TEMPORARY HOLE FOR T 1• 401 GROW a o.e. 1 i 1 DRAINAGE SHALL SE typ. INLET STEPS PLACED A, SUBGRAOE - Qc ELEVATION OR A RER. FOR ALL M BASE.TTHHEaHOLE 403 o.c. H Z 3•-S" SHAD. BE PLUCGEO q'P WITH CONCRETE BEFOR£ INLET. NLETOF THE around la v I I I,z b 405c. P5 `-3- elf, SECTION 8-8 MODIFIED TYPE R INLET - END VIEW PREPARED UNDER THE DIRECT SUPERVISION OF 4' 1216 W. Ash, SuRe C Wndsor, Colorado W560 Phone:(970)6743300 Fax: (970) 674.33D3 S U L T I N G G R O U P CITY OF FORT COLONS. COLORADO UTILITY PLAN APPROVAL CHECKED BY:Ranhim it & STEW TEI IL11Y OAT CHECKED BY: 6-N 510RMWATER UTILITY DATE CHECKED BY: NI -'- PARKS k RECREATION DATE CHECKED BY: c LNEER TRr DATE CHECKED BY: DATE 411a IN AROUND THETALLANM�ET LNTL THE SJRROLR40M AMA IS SAMENTLY ESTABLISHED CAM wee ------ A ...�_, • , • ' .. . ' 2 tom. , LOR L61 If Ate—' WILE necLom 1 1/Y c*uwED ROCK PLAN VIEW S OI�AIL FILIM SHALL R 1/2• TO 1 BELOW TOP or CNB OI Rn" s11 Amom {DOD A 0 "-- �MAIWCE offemm NTCONUDD ROCK MN SHAM R PLACED IG HTLY AGAINST CURB FACE CURB AMID OUTRR N RUNOFF i•N .s t-3''-1 ROCK WIN SNAIL SE PLACED IOHT.Y AGAINST CURB FACE L MIE ENCLOSLD i 1/Y '. ® CIW94ED ROCK noxpm MARKER �ummult TUBULAR MAWIWR PLAN VIEW MAIM OWWEIAVEL FiLI�IR AM BUTTER ti0� , < -/ //� SETTLED SECTION A -A ; ?7 our dAa AREr CM MET K= AND WM III SECTION PJ—R (MEET N wry CURB MET GRAVEL IL1171 (OCKTSRPAIR own 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITIJIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 46 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. J 3. WIRE MESH MALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WIT11.1 A MAXIMUM OPENING OF 1' (COMMONLY TERMED -CHICKEN WIRE-). ROLL WIDTH SHALL BE 48•. 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFTI CONTROL DEVICES (MUTCD). 0. OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF APPROVED BY THI� CITY. WARMAHM MOTES:- 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY AND AFTER RUN EVENTS AND MAKE REPAIRS OR CLEAN 2. OUT AS NECESSARY, SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED THE SEDIMENT DEPTH UPSTREAM OF 3 NO PPROTEC71ON' S2TO ORNSPLACE UNTIL THE UPSTREAM DISTURBED AIZEIA IS STABILIZED AND GRASS COVER IS CURB INIAET PROTECTION APPROVED. UNLESS THE CITY APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. (NAIL ■ NOTE£ �- 4•-4• ABOVE WATTLE AFTER BAKING WIRE ON NYLON ROM IS ATTACHED. PTA{ 1 MENFL NEED TO BE TAMPED UNTIL WRES/ROPE TAKES IS A_ A SHOULD BE DO, ACROSS FROM EACH OTHER AID �- SMUG WIN WATTLE. 0* ON EA04 SIDE OF THE WATTLE. LEAVING 4•-6. OF STARE ftliftwo "UIIINIIO LMOTRIS Or VIAMES, MUrr IRE PROTRUDING ABOVE THE WATTLE. 6NLNG WIRE OR NYLON SECOND WATTLE TIGHTLY ACNNST THE FIRST. 00 NOT OVERLA► 3'-4P ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT BATES SHOULD THEN GE DRIVEN INTt THE BALM WIRE ON CENTER, FOR EXAMPLE: 71 \ ADIACW POLLS SHALL OR NYLON ROPE IS 9JFFt0ENTLY SNUG TO THE WATTLE. ` MOSTLY ABUT A 20 FOOT WATTLE USES M BAKES y\ WHEN INSTALLING SHIFTING, BUTT T E RCMSECO a WATTAM.E 1I, ro A 20 FOOT WATTLE USES S STAKES \//�/,(\ AGAINST HEFSBUTT 111E SECOND N41TIE DS. ST A 12 f'00T WATTLE USES 4 STAKES /�,\��\/'�' SHOULDAGAINBE THE FAST. I FT, FROM END. Elq�. ACROSS THE � ND ON LLEEAAVING 7 INCHES OF THE PROTRUDING ATHRMUGH THE MMZ OFB MiHAI \�!i\\yTG\ce � � PROOTRUO /GEACH WE �ABOVEETT1E WATTLE. SM c3� at RIAM WATTLE. A HEAVY SEDIMENT LOAD FILL. TEND TO PIG( THE ��y/,(\//\//\ HOPE SHOULD BE TIED TO STAKES IN MI HOUR OUP WATTLE LIP ACOULD PULL IT OFF THE STAKES F THEY AK �;V�iAAA/ V��'/\ FORMATION (FRONT TO BACK OF WATTLE •A•, ACROSS TO 1'a 1• WOW STAKES D THE DOWN T00 LOW. IT YO E NECESSARY EFRONT OF WATTLE CESSY TO NINE A MOLE //\�j�/V�//V //� /\/ •e, /PORT OF WATTLE 'A ). STAKES IKKND THEN K DRIVEN TB•-2C' IN THE WATTLE L A Aid( END YOUR NADDN O TO CET THE STAKE THOUGH THE STRAW. WISH STRAW WATTLES �\/ N LNTE. BALM WIRE GO NYLON ROPE IS SUFFICIENTLY AREA E OO R FLAT GG O NDAWAPPLtCAYIN WC ATO14S, DR VE T ES.STAKE Y �(\�// / \ \ SMUG TO THE WATTLE. STRTHE STAKES PERPENDICULAR TO THE SLOPE. GAVE TOWARD THE FIHE FIRST END RST WATTTTLE INOORDESHE D0 RR TO � AT INION 1•w T• COS. srMLES i• • /i �// \\. TIGHTLY TOGETHER. F YOU HAZE DIFFICULTY DRIVING THE STAKE 16'-24• \y? ✓rl/? //, /i, ii\/�. INTO EXTREMELY HARD OR ROCKY SLOPES, A PLAT BAR MAY SE HEEDED TO OEM 7HE STALE HOLE. �A1T1..ES - AIL 9129RAL.e11m: 1. WATTLES SHALL BE AISTAUFD PER MANUFACTURERS ATIONB I ON SLOPES. WATTLES $NO= K INSTALLED ON CN WITH A SLIGHT DOINMARD APO.[ AT THE 00 OF THE ROW N DRUM TO PIRIENT PONOING AT THE MID SECTION. 3. RUNNING LENGTHS OF WATTLES SHOULD BE ASUTIED'FTRALY TO ENSWIE NO LEAKAGE AT INS A/U1M@118. 4. 1CAa16 - DDW/iME: AEAnCAL SPADING FOR SLOPE NSTALLATMS R DETPRO" BY SITE CONDITIONS SLOPE W AOIENT AND SOIL TYPE ARE THE MAN PAC A GOOD RULE OF THUMB IS- 1:1 SLOPES . 10 FEET APART 2:1 SLOPES - 20 FEET MART .11 SLOPES - 3D FEET MART 4,1 SLOPES - 40 Fat MART, ETC. NORWR, ADJUSTMENTS MAY HAVE TO R MADE THE SOL TAPE:FOR SOPS, LDAMY SOUS - ADAW WEOGB SMOM IRGEWIBG FOR NAM, "MY SLS - AODUST THE HOW'S TURN OR ART. A SECONDARY WATTLE PLACED 90 N INE ASLI1Np%F OF TWO WATTLES IS OICCIRAM Of STEEP SLOPES ON WERE JOGIIS HAW FARM N M ►AST. LffAP=- THE CITY RECOMMENDS UNIM: mm STAKES TO 91 gw AE EMArTL2S. I/2. 70 SAS' ROAR 18 AM ACM"AR.E. K SLIE 10 UIN A STAKE INAT IS LONG ENOUGH TO PROTRUDE SEVERAL PO4ES ABOVE IRE WATTLE: 1{• IS A ODOD LEWIN FOR HARD, ROCKY SOP. FOR SOFT LOAMY SOL USE A 24• STAKE. Or >oEIIMK $ IRE AREA RlA BRIT S NOT BEMUMP STABILIZED, A BM0E LOAD TO PREVENTIIEVENT SEDIMENT FROM PROM EN1E}RNG TIE INLET TOP SACK CURB SIDEWALK C-31 �FLOW LANE PROPPO MILET FLOW INSTAL, �W..•.t B' 10 10 01A TOP SACK CURB A a .,L•MI tll •�. �aL 1 2' TYP. TWA BGEWAAI CLEAEIT WATTLE VP Bux CURB � Kim LINE It SO RANULAR BEDDING D - d50 - STATE CLASSIMATRNN FOR NOMINAL STONE SITE. IF RIP —RAP TO BE GROUTED: GROUT SHALL BE IN ACCORDANCE TO ASTM:CI107—LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE. TOPS OF EXPOSED RIP —RAP WILL BE YET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP —RAP COLOR. X SMALLER THAN INTERMEDIATE ROCK RMAP GIVEN SIZE DIMENSION VESI(2jADON BY WEIGHT ON04ES) INCHES TYPE VL 70-100 12 50-70 9 64' 35-50 6 2-10 2 TYPE L 70-100 15 50-70 12 9» 35-50 9 2-10 3 TYPE M 70-IW 21 50-70 is 12 35-50 12 2-tO 4 TYPE H 100 30 50-70 24 Is 35-50 is 2-10 6 TYPE VH 100 42 50-70 33 24 35-50 12 2-10 9 A•BURY TYPES VL AND L WITH NATIVE TOP SOIL AND IIEVEGETATE TO PROTECT FROM VANDALISM IITOR1[WATER CONSTRUCTION RIPRAP DRAWING DRAWINGS 1. E CAYATE TRENDS, 4 W TIN. 0VTH . 1 PLACE AM BAN! fWAw sASIRl�R,1R(�w •... WLS "� N I � I BACK a BACK FILL AND COMPACT VICAVATED OR STAKE r TRAW SMILE Tog I(� w cawAGTEB BACK PAL 1LUIlOFF RUNOFF E TO x TIGHTLY ABUTTING WIN ID ANCHORED WIN SAID BAGS ENTRE OUTSIDE PERIMETER. N®R U-_- LMJ H-OROP INLET a.,. —TOE OF FILL i P 3 WOOD BAKE lz:� )C'�ULVERT PLOW >• UG"' SECTION A —A GENERAL NOTES, 1. MM LOOSE STRAW BETWEEN THE BA"M BALM 2. INSPECT AND REPAR FILERS AFTER EACH WHEN WATTLES ONE HALF OF THE FILTER DEPIN SAS BEEN HL ED. SONVE K AN MAINTENANCE NOTES: AREA IO T SHALL DEPORTED R ARIA TRIBUTARYTO A SEDIMENT BASIN OR OTHER 1. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY ANO AFTER FILTER MEASURE. 1 SWIMENT SHALL BE MOM aAECAIMY FROM EACH RAIN EVENT, AND REPAIRED WMEN NECESSARY. ACCUMULATED SEDIMENT SHALL BE TRAVILED WAY OF ROADS. REMOVED. AREA 2. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED DIM FILTER STRAP BALES THEIR PURPOSE. C[PT OF PORT ODlIAM ''. WATER CONSTRUCTION WATTLE INI.E'T PROTECTION 4,� 13Tunm DRAWINGS STRAW SAL S,W PS r79M i aR7 =mom A I' PLAN VIEW POINT A MUST BE NMI" 7NE1 POINT B #ii A I' PLAN VIEW POINT A MUST BE NMI" 7NE1 POINT B #ii I ( �Ho ( I i I o o a o a:' a n El A . . A FLOW I7, {{1TitT�-I� ��T, _�-�•-�H �" OOPACRp BAOAN{L 11-' L 7-r��iz'!a�"�f { N. MR. CROSS—SECTION VIEW GFIJERAL NOTES: FROlTLi< VIEW 1. IMM USED AS A CONTNAIWS POIRE7ER FLIED SAWS THE MAXIMUM TOWTARY AREA IS UNITED TD 0,23 ACRES PER 100 fEET OF BARRER. 2. INSPECT, WYAK AND REPLACE (OF NECESSARY) 1. PMECT, REPAR, AM AD"= (► HDOCISAWf) IRE FILTERS AFTER EACH STORM EVENT. RTERS 01T EACH STOW EVENT. a ALL BALES MUST ME M 04ACM A'/EN 12 1 ALL SAES MUST K REPLACED AFTER t2 MONTHS MONTHS UNLESS APPROVAL IS GRANTED BY TE UNLESS APPROVAL IS GRANTED SY TE V40WOW40 BIONEEFRIG DIVISOR FOR LONGER USE DIVISION FOR LONGER USE. STRAIT BALE DIKE GENERAL INSTALLATION STRAW/ BALE DIKE CHANNEL APPLICATION A wr or POW 0011A B WATER CONSTRUCTION �— DETAQ ® � » ODUAM WATER CONBTRUC1tON � n2 B►Ia o2/oe/o2 2 T7luams A rort w 171II1Tlf� DRAWINGS INgR S!s 2WIE D— - m a U.A � I aRAAW1DrGB v"vw INEt IOU 1/r-3/4• FILLER U 1 1/2'-r WiLN- Go MiN. 19 EROSION CONTROL GENERAL NOTES: 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 RESPONSIGLITY OF THE CONTRACTOR. 11 DETAM 1-9_ S ON VIEW 11. THE NAMUR TRIBUTARY AREA R LNMRD 10 CL25 ACES PER 100 FEET OF FEMM 2. INSPECT AND REPAIR FOKE AFTER EACH STORM MINT. REMOVE SEDIMENT WHEN ONE HALF THE HLKNT OF THE FENCE HAS BEEN FILED. REMOVED !FOMENT }HAUL ME OEPOSITED IN AN AREA TRW WARY TO A SEDIMENT SASH ON OTHER FILTERING MEASURE. SILT FENCE MAIL ® CM OF FM OOUM �� WATER CONSTRUCTION orxw� DSAIL ) - 2 �°L'w alawlNGB* au a PM uv>. , 7 BTI RB7 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED ORDER THE DIRECT SUPERVISION OF APPRO CITY NECK DATE CHECKED BY: TILT W(/�}U7�FJL k STEWS. UnUTr DATE -f CHECKED BY:�ORMW 1218W.AMh,SuIeC RUTILITY DATE Windsor, Colorado 9DS50 A• Phone: (970) 6743300 CHECKED BY: Fax: (970) 674-3303 PARKS k RECREA71ON DATE �'Q' INTERglST CONSULTING GROUP CHECKED BY: GAFF c eNc DATE CHECKED BY: 4 -1 4944 22+00 4944 49" 040 ..- 4940 4940 493E Evs*O TID EM - N 7.0TIP r 493E 4832 23+50 I i 4944 23 : D} 4040 Tc OF E 1137.7 1OP t i 493E EX WA TO OF 34TER.0 n 4932 493E I s c -140 -120 -100 -80 -60 -40 -20 0 20 40 60 s0 100 120 140 Tap bI 4 T2Elee j TOP PIPE - N .e I�r 4932 4932 -140 -120 -10D -90 -60 I ! -40 -20 0 20 40 s0 80 100 120 140 23+29.63 21 + 50 4044 4044 4944 4940 4940 - — -- i oK — 4040 I .roo PIPE . N 5 493E 49M GG TOP PIPE, - 4e .3 - CA TING 4932 I 4932 726- 4932 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 s0 100 120 140 21 +00 4944 4944 4944 4940 00 4940 r I E snnc 1 r OF 4 4038 4936 4036 TOP EXMI1 PIPE PC MA 40 I .2 TOP PPE - N .2 4932 4932 4932 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 RD 100 120 140 20+ 50 4944mw 49" 46" FL 01 TFL ourm Auc 4940 GR -a. 2.r 4940 4940 R _..,..'. E� STOF IN ONE T PE . 4236. I 4936 4035 4936 TOP - NI 4.1 Tar t.e 40 4932 4932 -140 -120 -100 -80 -Go -40 -20 0 20 40 60 s0 100 120 140 ri - � I Eta TER � I I . -140 -120 -100 -s0 -60 -40 -20 0 20 40 60 EO 100 120 140 23+00 112.1 --- - TOP PIP 491 tm TOP OF P - 4 33.e _$�' II I -140 -120 -100 -80 -60 -40 -20 0 20 40 60 8o 100 120 140 22+50 L. I "II TOP APE - .! TOP OF PM - 4 33.2 I I I -140 -120 -100 -80 -60 -40 -20 0 20 40 60 so 100 120 140 4944 4940 493E 4044 4940 40" 493E 4940 4932 4936 494.4 4s,4 4940 4940 4936 4936 4932 4944 40" 040 M40 493E on 4932 25+50 OF PIPE 423 .3 STW c cAs EX STING TER TOP Co' PIPE 35.4 OF PPE - I n II _TLn _190 -10n -80 -60 �40 -20 0 20 40 EO RD 100 120 140 25+00 FL-1 X�: o 40 -120 -100 -80 -60 'j40 -20 0 20 40 00 6v 1Uv 1AU 1. 24+ 50 4044 4940 493E -140 -120 -100 -90 -60 i-40 -20 0 20 40 60 50 IOU 1zo 140 24+00 PPE 40 --120 -100 -80 -6v II-4v —zv V sv +v vv w w .... , 4944 4940 493E 4944 4940 4936 494-4 4940 4936 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER TIE DIRECT SUPERNRON OF APPROVED. R Tr ENGINEER DATE CHECKED BY: WATER h ASTEw nU DATE 30 15 0 30 60 CHECKED BY: f DATE HORIZONTAL t2t6VJ.Ash, SuneC sTaTtiwATER u w1r DATE SCALE: 1 " = 30' Phone'. (s 0)674-MOO CHECKED BY: PM�KI S 8 RECREAnON DATE VERTICAL Fax: (970) 674-M i } CHECKED BY. V lC SCALE: 1"= 5' I NTERN [ S T C O N S U L T I N G G R O U P TRA .D L-ER DATE CHECKED BY: PATE DESIGNED BY: DRAWN BY: APPROVED BY: SHEET MPo I MPO TIMBERLINE ROAD WIDENING -INTERIM 72 - SCALE: DATE: 1»=S -4�6105_ I DATE: CHECKED BY: DATE: TIMBERLINE ROAD -CROSS SECTIONS � Off94 4949 4944 4940 4936 4948 4944 4940 4936 4948 4944 4940 4936 4945 29+50 t� 4944 4944 i g 4940 4940 G wA TOP PIP - It TCP PIPE 493 .t AS I T aF IPE 7H± 4936 4936 �V —140 —120 —100 —60 —60 —40 —20 0 20 40 60 80 100 120 140 4045 4948 4944 4944 4943 4940 493E 4936 4048 4649 4944 4944 4940 4940 4936 4936 Z6+ (A) 4948 W111111 MI, 4944 4940 4936 �E�r ■� �M�E�M■M■Mm ■■■■� ... as MM■n�e MM■�� . •- • - MM■M■ONE■■ MEN soon moommommomom■O■■M■MM 4944 4944 4940 4940 4936 4936 —140 —120 —100 —90 —60 —40 —20 0 20 40 60 80 100 120 140 310NS. DATE: V1SED SECTIONS do STATIONING 7/20/05 WL )0-Le-05 ,tw uphK 29+00 A& 28+50 .tv" r 40/ 4944 4936 '%41i now ow '. TOP OF lER TIN PIPE 4941 4 I I, 70P G . 49 .7 I —140 —120 —100 —80 —60 —40 —20 0 20 40 60 60 100 120 140 28+00 I x � 0F P E 3 3 EXIS TOP NG PIP - .t II OF 7.t iy —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 IL Aeve 4940 4940 49 L6u 31 +00 ■■■■■■■■■■■■ ■ E!■ME■■■■■■■ ■■■ ■■■■/■■��a ■ ■ • a. ■ENS■■■■ ■■■■ ■■■MnM ■�■■ • • ■�■■■■■ 4948 4944 4944 4940 4940 4936 AD%^ K1 —120 —100 —50 —60 —40 —20 0 20 40 6U au 1uu 1zu 1 30+50 ■■■■■MEN ■■■■ ■ 1�■■■■�O■Nso NONE ■nO`■■■■ a , ■i■Mn■■■■■ ONE ■■ ■ ■■" MEMO■■ 4948 4944 4944 4940 4940 4936 4936 0 —120 —100 —80 —60 —40 --20 0 20 40 60 au 1uu ,zu 1 L 30+00 ■�■�n■■■M ■ �■■■■■■■M■■■■ ■OMEN■■■■■�■ ■ nNION mm■m■■ 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' IV DESIGNED BY: I DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo MPO " SCALE: DATE: CHECKED BY: DATE: I ENGINEERING DIVISION o1 o co w -H I"-5'-Vl 4/6/05 J 10 —120 —100 —80 —60 —40 —20 0 2u 4u 6v ou Ivu 1Au I 29+86.80 • _ I X1S TELEPHONE E19 NG w S�iING GAS n I I i 0 —120 —100 —80 —60 —40 —20 0 20 40 Go au Tvu TLu 1 12n6so Ash, Colorado C Windsor, Cobredo R0660 Phone -(970)674.3300 Fax: (970) 674-3303 INTtRMRST CONSU LTI N G GROUP 4944 4940 4936 4944 4940 4936 wr 4940 4936 It.w" 4940 4936 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY ENGINEE� DATE CHECKED BY: CHECKED BY: �=� STOMMA'Rk U11Li1Y DATE CHECKED BY: 41;-1r x AnoN D1DS CHECKED BY: 4 C-046 TRAMC ENGINEER DATE CHECKED BY: DATE SHELL 1 TIMBERLINE ROAD TIMBERLINE ROAD -CROSS SECT ONS 173 OF 94 I III 69+50 ti N 67+50 VIP !"PRE T OF PI iM0 1ER„j� OF PIPE 4906.1 1 4904 \ TOP OF 4 � .O i + --{ 4904 11 11 E1D5 WA TOP PIPE - 44K.3 4900 -100 -80 -60 -40 -20 0 20 40 60 6o�00 67+00 4912 4908 =M "12 MIN WIN! 4912 1.4 4908 490E I — — - Top OF y TINC C C 49� 49W EX ATER OF P 9025 oP u P�E o ,tam aeM 49 4912 49M -140 -120 -100 -80 -60 -40 -20 0 20 40 60 60 100 120 --- 4904 69+00 OB 4912 904 49M 4.4 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 900 4904 49C4 �___L�L_1 -140 -120 100 80 -60 -40 -20 0 20 40 60 4912 4908 4904 -140 -120 4912 4906 4904 ISIONS: DATE: EASED SECTIONS & STATIONING 7/20/05 `W4, ro-A,,0-w6 tAW ILISIVIr 40 4912 4 ELECTRIC 49CS mErnoNE 49 904 12 i 4912 \ _ I 08 - 49 Tmc ws 4 1I TOP Of PIPE - 400 S.4 � 4 66+82.12 4912 4912 4WO sin+/r,,.�w�.�� • .: • . ��16 TJFL ��' 68+50 Raw w 4912 490E E19S is SA TOV iF PIP - N 3.a DF TOST 7RIC 4904 STMo WATER OF IPE . 3.3 I 1 V 4900 snN WA I -100 -80 -60 -40 -20 0 20 40 60 80 100 120 _ OAS -80 -60 -40 -20 0 20 40 60 68+00 66+50 4912 DECTIDC 49(6 TarlmONE 4904 -140 -120 - 00 -90 -60 -40 -20 0 20 40 60 80 MONISM , nomm1n . NONE y.. • : 1►4000IIH • mom 01�.� �MEN2 PON ON■�I�� ■�o Room lion NONE�i0 nomem A' CITY OF FORT COLLINS, CO ENGINEERING DIVISION HIM! an 4912 4912 w � g � 4906 4908 ELEaF i004A4904 4Tmofl. 4904 STING . 4 OF PE - 04.0 I I Bann aenn -100 -90 -60 -40 -20 0 20 40 60 so 100 120 30 15 O 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' 71 +00 POW — - 4912 8 _ r 490E EXI INC IECTRI CISf T GAS i TOP OF PI 4% 4904 EAST NO WA 7M0 TOP OF PIPE - TC P OF E . 4004. --[E -140 -120 .. .. 120 70+ 50 4912 I 49M C C DO OAS OF PIDE S wA � 4904 V OF vISTtM 40D2 B STM S "TO I OF IPE - A n I, -140 -120 -100 -80 -60 -40 -20 0 20 40 60 so 100 1204900 70+40.71 4912 MINI WIN, 4912 4906 — - — \ 4908 d TING I LECTRI _ TMc 4904 E%i G ATER 4904 AS 11 II 4900 900 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 70+00 4912 PKIW 4912 tl 4908 49M J D C STIN us 4904 4904 rOP PIPE wA 0 �^ ETDS G TOP PIPE - .{ aann II 11 .e,... -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 DrESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: 1"-30'—H 1"-5'-VI 4/6/05 I Win o , Co Sutte C Windsor, W. Ash, Soda 80550 Phone: (970) 674-33DO Fax: (070) 674-3303 �R�7 MOT CON SULTING GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION Of' APPROVED:te6 IN �% D ATE CITY ENCINEE$ DATE CHECKED BY: B WAS A � M D 1 !CHECKED BY:_ %4► STGRMWAThF UJIU1 DATE CHECKED BY: Cmp f t= 49E_ •o: PARKS'6-E—O DATE :ON CHECKED BY: A:o&;:'{C C'N . TRAFFIC ENGINEER DATE CHECKED BY: DATE TIMBERLINE ROAD WIDENING -INTERIM SHEET 82 TIMBERLINE ROAD" -CROSS SECTIONS OF 94