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Home My WebLink AboutSOUTH TAFT HILL ROAD IMPROVEMENTS HARMONY TO HORSETOOTH - Filed STR-STREETS - 2007-10-184 LENGTH AND DESIGN DATA ROADWAY STATION LIN. FT. MILES SOUTH TAFT HILL ROAD STA. 14+50.00 BEGIN PROJECT 2,900 0.55 STA. 43+50.00 END PROJECT TOTAL 2,900 0.55 DESIGN DATA MINIMUM RADIUS OF CURVE . . . • ... . . . . . • • . • ... 1075' MINIMUM GRADE . ....... ..... ..........- 0.40% MINIMUM S.S.D. HORIZONTAL ... . .... . .. ..... ... 400 MINIMUM S.S.D. VERTICAL . .- ...... .- ...... ......- .. .. 400 DESIGN SPEED .... .... . . . . ... . .... . .. . . .45 MPH POSTED SPEED. .... ........ . ............40 MPH 2004 TRAFFIC VOLUME ADT (TWO-WAY) . ... . ....... ..... .. . 18,435 893 DHV.. . ..... .... ........ .. ..... .. 893 % TRUCKS. ... ...... ... .............. 6% 2024 DESIGN TRAFFIC DATA ADT (TWO-WAY) .. ... ....... . .... . .... 24,850 DHV. . .... . .. .... ... ... .. . .. 1,160 % TRUCKS. .6% CITY OF FORT COLLINS PUBLIC IMPROVEMENT CONSTRUCTION PLANS FOR SOUTH TAFT HILL ROAD IMPROVEMENTS CR 38E (HARMONY ROAD) TO HORSETOOTH ROAD REVISIONS: DATE: v CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-8805 y0�rt� E CITY BID NO. 5972 38E STA 14+50.00 , BEGIN PROJECT a STA 43+50.00 END PROJECT W.. HORSETOOTH I ROAD 1 19 1 F-7 ,A CITY OF FORT COLLINS DEAN KLINGNER 281 N. COLLEGE AVENUE FORT COLLINS COLORADO (970) 221-6605 PBS&J DAN LIDDLE 4601 DTC BLVD, SUITE 700 DENVER, CO 80237 (303) 221-7275 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq 1 38 1 117 1 W. DRAKE 1 ROAD W. 1 HARMONY ROAD 287 DESIGNED BY: DRAWN BY: "APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: AS SHOWN 105/09/06 o■ N 1 " = 4000' INDEX OF SHEETS SHEET NO. 1 TITLE SHEET 2 RAL NSO ES AND STN LS 3-6 TYPICAL SECTIONS 7 SUMMARY OF QUANTITIES 8-12 TABULATION OF QUANTITIES 13 OWNERSHIP MAP 14-19 REMOVAL PLANS 20-25 ROADWAY PLAN AND PROFILES 26-27 INTERSECTION GRADING PLANS 28-32 STORM PLAN AND PROFILES 33-35 DETAILS 36-37 STORM DETAILS 38 CONSTRUCTION PHASING 39 LANDSCAPE PLAN 40-41 IRRIGATION PLAN AND DETAILS 42-56 ROADWAY CROSS SECTIONS FOR INFORMATION ONLY -WORK BY OTHERS 57-62 SIGNING AND STRIPING PLANS 63 TRAFFIC SIGNAL PLAN DRAWING OF RECORDI SEPTEMBER 26, 2006 .r NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS TITLE SHEET Il OF 63 0 C.1 278 co ti N r-+ C.1 C-1 278 AW l ` N v C 4 278 W N. N vmq FE ko+ j C—r cr co n-. N v C-1 278 co ti CU V-1 v rl REMOVAL NOTES REMOVAL LIMITS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE v ALL NECESSARY FEATURES TO COMPLETE THE WORK. SEE PLAN AND PROFILE SHEETS FOR RESETING AND ADJUSTING EXISTING FEATURES. LEGEND ® REMOVAL OF ASPHALT MAT REMOVAL OF ASPHALT MAT (PLANING) SIDEWALK REMOVAL o O tz 7 F� Qom - w c� x � C) - — 12+00 REVISIONS: DATE: v CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 0 0 0 13+00 I � I lII � I 4M S. TAFT M1 ROAD � I � i 1 1 � � 1 I t Al t Wrrr r-r� Fr■ r4r■m r*■-■ 14+00 1 --- - - PBS&J 4601 DTC BLVD SUITE 700 Mq DENVER, COLORADO 80237 (303) 221-7275 JL Z I I �F_ I I GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft 4125 S. TAFT F LL ROAD i J LL_ oaN J Q^ J � 0z r �CL REMOVE 31 L.F.- :ZF ♦ I II OF PIPE ANQ Tv-- � REMOVAL OF ,ASPHALT MAT - SOUTH TAFT HILL ROAD w- W_ w-- -w - w Fo Fo Fo -Fo Fo-- -E Is E E M No.32861 -,/I1,/2O0 cnm. \\' OF COLCRP�/ DESIGNED BY: DRAWN BY: YAPPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" 40' 105/09/06 -- E -E- i • • I1�■ ' Ilia 1101W I..I, \�\ OXONy�� E - -- E - DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS REMOVAL PLAN EET 14 OF 63 C _1 27 8 CD cy r� C..D fi e ' RICHARD TARANOW 41M S. TAFT HILL ROAD • a uIoj L ----- J •I t: U _ 8.1.2 LT OF ENTERLIE � L-NT-REMOVAL,40F f ASPHALT MAT PLANING (21 Y; I I �� SAWCUT V, MIN �kND `T� � �'� ABANDON REMOVE ASPHALT MAT TREE LARGER4 VED DRIVEWAY REMOVE 20 L.F. OF PIPE ROVE 20 L.F. —� OF" PIPE v-- —�-- OFIIPE t - 1 t — E- 0 0 - 0- l0 REMOVE GROUNE�SiGN--,,r, III L w- �X w w w CURB 'AND cGUTTER �� 1 1xj c� — — L 90.5' RT OF CE RLIN ASOF PHAL E E M MAT PLANING 2 9 I - - T x -x- �E REWVE:56114.F�-OF AIa Ili CURB D MUTTER III III i2� l ii it l I III 5 III III I III II I I III III III I III iii iil I I III -- M-- I II I � III III °I it II III I � III II I � Q III III I I � III � III III i I III III II � III O III III � nl III O�x cc - ul III a III III = nl I �ui nlu�. 7 I I I � I II J] [ X(ft; I rm_IL III uj w Za ¢III III a m III � Q III 3 U- III N O III o a ILA M w \ +� m Z \� QW < I I, I ND- AT I I I I I I I I I I I I I I I I I I I I , I I I I i I I I I i I REMOVE 54 L.F. --OF 24" RCP;- F o AIL_ 1r JJ'S GRAPHIC SCALE CRY 20 0 10 20 40 1 INCH = 40 ft. -REMOVE 23 L.F. OF — — CURB 7ND-GUTTER — — — — — IL - fo r—REMOVE 75 L.F. OF W - - w - - W .- --20" WP W w - W --w W --- W - W- -w- }W- {J REMOVE GROUND SIGN w --- -yv w -REMOVE GROUND SIGN w W w w 60 DIP �l _jF0,e<, 0-_ - 0- tK" Rt1A3E 427 S.F. OF SIDEWALK REMOVE 70 L.F. OF CURB AND GUTTER SAN---SS--- - SS SS--SS---SS- SSI o / SOUTH TAFT HELL ROAD ro Fo -Fc o o F0--Fo---lo •~ g REMOVAL OF EXISTING TRAFFIC SIGNAL EQUIPMENT BY CITY OF FORT COLLINS. COORDINATE THE COMPLETION OF WORK. DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. I 1Za..s . .�]17►'? Fo ib 32861 7��rooT x OF COIF -,- 0 N F_ (n LLI z J U Q REMOVAL LIMITS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE ALL NECESSARY FEATURES TO COMPLETE THE WORK. SEE PLAN AND PROFILE SHEETS FOR RESETING AND ADJUSTING DUSTING FEATURES. REMOVAL OF CURB AND GUTTER REVISIONS: DATE: CITY OF FORT COLLINS YESI�N JAG (DRAWN JAG APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS PBSdeJ 15 %1,1 4601 DTC BLVD SUITE 700 281 N. COLLEGE AVENUE DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: REMOVAL PLAN OF 63 FORT COLLINS, COLORADO 21-6605 y�o (303) 221-7275 1 " =40' 05/09/06 (970) 2 I C _1 278 v I REMOVAL NOTES REMOVAL LIMITS ARE APPROXIMATE. CONT ALL NECESSARY FEATURES TO COMPLETE SEE PLAN AND PROFILE SHEETS FOR R EXISTING FEATURES. NZ SHALL REMOVE WORK. 3 AND ADJUSTING LEGEND I ® REMOVAL OF ASPHALTI MAT REMOVAL OF ASPHALTI MAT (PLANING) :.........SIDEWALK REMOVAL REMOVAL OF CURB MID GUTTER SIONS: DEBBI J. SAPP 4002 S. TAFT FILL ROAD DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 REMOVE 192 S.F. OF CONCRETE PAVEMENT (DRIVEWAY) REMOVAL OF MEDIAN REMOVE 81 LF. OF CONCRETE GUTTER HABITAT HOME SUPPLY REMOVE 36 L.F. OF 12' RCI II PLUG SE MANHOLE OPENING REMOVE 4010 S.F. OF SIDEWALK r I U - w w nn r� �• DF w wREMOVE,%END SECTION - EMOVE 26 L.F. OF PIPE �� -- w- 6n6p----w- w FO--Fo F o Fo Fo —SS- SS- -- SS8• SAN s6 SoLml -TAFT HL SS — A S SS- -SS- - SS 24+00 25+00 r � I I _ I � I �I I I I I I I \ I � DEBBI J. SAM 4002 S. TA -7 HLL ROAD PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw a W LL t5 W �® JIL 3 1r GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft. 0 SPRIINGFELD COURT / / • 9 .. S�S_ S'Lr s • 00 •0END SECTION REMOVE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ o LRPLVOVEGROUND SIGN I I I SAWCUT END ASP 50' RT I i I I I i • T MAT REMOVAL 0 3924 S. TAFT HLL ROAD JLL J. AND THOMAS F. HOLLY DESIGNED BY: DRAWN BY: ''APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 40' 105/09/06 - DRAWING OF RECORD SEPTEMBER 26, 006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON E RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DyRING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTE TIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUM D TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURAC . SOUTH TAFT HILL ROAD IMPROVEMENTS REMOVAL PLAN EET 16 OF 63 C .1 278 CID N i v VISIONS: REMOVAL LIMITS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE ALL NECESSARY FEATURES TO COMPLETE THE WORK. SEE PLAN AND PROFILE SHEETS FOR RESETING AND ADJUSTING EXISTING FEATURES. LEGEND ® REMOVAL OF ASPHALT MAT REMOVAL OF ASPHALT MAT (PLANING) SIDEWALK REMOVAL --- SS - - SS-- -SS- SS --- SS - SS SS - SS- - ss--- SS- SS 6" H2O W W W --- W- W W- - W r5m 15" ADSIm � rr �. rrrrr rrrr=r} r4rrrrit■■■rrriwNFRw_rr it �,,, REMOVE END SECTION.f. N � r "° w w o REUIOVE 136 S.Rr Old SIDEWA& o w Eo r� Eo SS - SS E� SS 8" SAN 28+00 F— z Y _ JL 1L GRAPHIC SCALE D 20 0 10 20 40 SPRNGFEL CT 1 INCH = 40 ft. 1 —ss-- _� _ ss= -Ss= -ss-- ss= -ss--- SS-- - Ss-- ss- - -SS- -- - SS ss-- - - ss_ - ss- - SS (n �� AN REMOVE 4010 S.F. OF SIDEWALK w A w REMOVE 82 � OF CONCR PAVE ENT rrTrrrSr rCPrrrrr'r (rrrrrtrfil• IF _. r r z r= i r■■ r_i r r■■■ r i■ rr r r■ r r s rr r r rr r r r r rL , in `r r r 0 �l - REMOVE 80 L.F. 20" DW OF CLAY PIPE w - w w w w- w w W -- W w W W-- w w w w--- w -� FO-- --FO 0 0. -f - 0 --_ -- O - 0 Fo-- 10 0 f0 0- Fo---- �� REMOVE 5 L.F. OF PIPE Sam �A1tt HILL RdAD SS - — SS 8" $AN sS -- Ss- - SS --SS 29+00 30+00 Ss QUTm P. HIKI-ES SON THANH TRAM AND JESUS - 3844' `S, •TAFT HL L FbAD <� JASON ANTONE MARTINDAL.E I MI-DRED 3908 S. TAFT FILL ROAD 3900 S. TAFT HLL ROAD DAB CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0�� PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw - F E - E - c--- E � c c ry II Q I REMOVE 25 L.F. 10-OF 24 RCP II PLUG NE MANHOLE II OPENING II �I REMOVE 156 S.F. II OF SIDEWALK i, 1 - 0o v Iv__ _ v + w - w— - W- - N z ' END 4C7W W F o M N L,J z C) E- - E I ° . I m SHAD A. AND • ANE PA ON II A�AND MYRNA �. RANGEL. j 3836 a T/AFT HZ AD 1 ® I 3828 $. AFT �dADc 40 9 C -- - Lo 0 DRAWING OF REC �'' SEPTEMBER 26, 2006 ,u c- NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECO ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDU DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING COI THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UN) PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 40' 105/09/06 INGS, CHANGE HESE RECORD DN. BECAUSE INFORMATION E. PBS&J SOUTH TAFT HILL ROAD IMPROVEMENTS REMOVAL PLAN 17 OF 63 C -1 278 O 00 N M Q H V) Ld Z J U F— M Q, ° • ®O ° ° '+ems' ,dY�1" e 6 •_ s PMLP J. WILSON to 3816 S. TAFT HL ROAD L� or 1 REMOVAL NOTES IL L° REMOVAL LIMITS ARE APPRO TE. CONTRACTOR SHALL REMOVE ALL NECESSARY FEATURES TO COMPLETE THE WORK. SEE PLAN AND PROFILE SHEETS FOR RESETING AND ADJUSTING EXISTING FEATURES. LEGEND ® REMOVAL OF ASPHALT MAT REMOVAL OF ASPHALT MAT (PLANING) REVISIONS: SIDEWALK REMOVAL REMOVAL OF CURB AND GUTTER I I DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 •tip i ��. -. . / i i i PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Y94 I 35+ 8. SAWGUI OF ASF REMOVE TREE LESS THAN 24" . s . u I • �7I•la?9.1�'1 y.vT 1\1 REMOVAL JIL 1r GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft. KR( M. MAXEY 3724 S. TAFT HL ROAD \ NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION \� \ PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 40' 105/09/06 0 N 00 M Q F- LaJ Z J U H Q SOUTH TAFT MILL ROAD IMPROVEMENTS REMOVAL PLAN u \� F a�P� 18 of 63 C -1 278 cc N A. GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS 1 SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY UTILITY INSTALLATIONS, SHALL CONFORM TO THE CURRENT CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 4. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, 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 COORDINATE THE RELOCATION OF ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTTIM DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 7.. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO BEGINNING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 10. 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. 11. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER . UTILITY. 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 13_ THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 14. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON 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. 15. THE CONTRACTOR SHALL 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 O.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE CITY OF FORT COLLINS STREET INSPECTOR. 16. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL ARIGHT-OF-WAY PERMIT OR CONSTRUCTION PERMIT IS OBTAINED FROM LARIMER COUNTY. 4 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT GOWNS ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE CITY OF FORT COLLINS 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. 18. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 19. 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. 20. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE CITY OF FORT COLLINS, FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 21. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; 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. 22. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE CITY OF FORT COLLINS ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE CITY OF FORT COLLINS ENGINEER. (A MINIMUM 48 HOURS NOTICE IS REQUIRED). 23. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 24. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGN ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSIONS ON THE AS -BUILT RECORD DRAWINGS. 25. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED. PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 26. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF FORT COLLIN'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE CITY OF FORT COLLINS ENGINEER. 28. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS ARE AS FOLLOWS: BENCHMARKS - LOCAL ENTITY SURVEY. B.M.NUMBER ACBM 3-93, ELEV.=5129.24, DESCRIPTION N 113180.48, E 184065,74 BENCHMARKS - LOCAL ENTITY SURVEY. B.M.NUMBER ACBM 8-98, ELEV.=5151.68, DESCRIPTION N 110519.74, E 184206.14 29. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 30. EXISTING CURB, GUTTER AND SIDEWALK, AS WELL AS EXISTING FENCES, TREES, STREETS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN ' LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. 31. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. 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 A COMPLETE OVERLAY SHALL BE MADE BY THE CITY OF FORT COLLINS ENGINEER AND/OR THE CITY OF FORT COLLINS INSPECTOR AT THE TIME THE CUTS ARE MADE. DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 ovo 0 0 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 PEN 11 32. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 33. AFTER ACCEPTANCE BY THE CITY OF FORT COLLINS, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 34. A PAVEMENT MIX DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE JOB MIX ENGINEER FOR APPROVAL, PRIOR TO PLACEMENT OF ANY ASPHALT. 35. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL" BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE; TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED. THERE SHALL BE NO SEPARATE PAYMENT FOR SAWCUTTING. 36. 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. •� a •al � � 1.1► �� 1. 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 SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HERE. 2. ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL, PRIOR . TO ANY OTHER EARTH -DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND WHICH THEY ARE BASED, BECOME OPERATIONAL. 3. ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY, BY ANY MEANS, SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. 4. THERE SHALL BE NO EARTH=DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THESE PLANS. 5. TOP SOIL SHALL BE REMOVED AND STOCKPILED PRIOR TO GRADING OPERATIONS. 6. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 7. CONDITIONS. IN THE FIELD MAY WARRANT EROSION CONTROL. MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY OF FORT COLLINS ENGINEER. 8. SILT AND SEDIMENT, WITHIN RIGHT-OF-WAY, SHALL BE REMOVED AFTER EACH SUBSTANTIAL RAINFALL 9. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE CITY OF FORT COLLINS ENGINEER, TO MINIMIZE EROSION POTENTIAL. 10. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. DESIGNED BY: DRAWN BY: 'APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: N/A 105/09/06 EXISTING SYMBOLS LEGENE TELEVISION LINE Tv SANITARY SEWER LINE -SS TELEPHONE LINE -T FIBER OPTIC LINE -FO WATER LINE -w GAS LINE -G ELECTRIC LINE -E- FENCE LINE BORE LOCATION TELEPHONE MANHOLE (D TELEPHONE PEDESTAL SMALLER THAN 1'x1' 0 sp BASE TO OVERHEAD STREET SIGNALS ELEC. BOX AT FINISH GRADE APPROX. 1'x1.5' 0 ABOVE GROUND ELEC METER ABOVE GROUND GAS METER IP CATHOPIC PROTECTION TEST PR e SPRINKLER CONTROL BOX APPROX. 1'x1.5' ® . WATER MANHOLE Ow PEDESTRIAN CROSSING SIGNAL LIGHT OPsP YARD LIGHT 1'-3' TALL O STREET LIGHTC UTILITY POLE SIGN T FG WATER METER WATER BLOW OFF STAND PIPE WATER VALVE D4 MAIL BOX DELINEATOR 0 -2srp,** cro �07 oa co�oa�°/ DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. 'SHEET SOUTH TAFT HILL ROAD IMPROVEMENTS 2 GENERAL NOTES AND STANDARD SYMBOLS OF 63 n L C4 0 1 REMOVAL NOTES v REMOVAL LIMITS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE ALL NECESSARY FEATURES TO COMPLETE THE WORK. SEE PLAN AND PROFILE SHEETS FOR RESETING AND ADJUSTING EXISTING FEATURES. O cV co M Q H N w z J 2 Qc L LEGEND ® REMOVAL OF ASPHALT MAT REMOVAL OF ASPHALT MAT SIDEWALK REMOVAL REMOVAL OF AND GI C) T' -1V --- -TV- - TV TV---- -TV- IV-- —W-- V(r— ACT____ tevv n _[ APDIEV F. MAKEY M S. `TAFT HILL ROAD TV----- -TV---- IV --TV REVISIONS: DATE: v CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0�� r Jr- C SCALE 10 20 1 INCH = 40 ft. I -- TV= TV t TV---- TV - TV TV- 1\i --TV_ V TV T`J-- PBS&J 4601 DTC BLVD SUffE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq SOUTH TAFT HILL ROAD �T1T i 1 17 TITTi i-TTl E E E �' ti ' • i��l II DRAJW ING OF RECORD I SEPTEMBER 26, 2000 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RE DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE IND JSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING C NSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL U IVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO 13E RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. I I DESIGNJDAGY: DRAWNJBAG "APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: REMOVAL PLAN 1" = 40' 05/09/06 -Nalo,�. 7/1,46 x _ At \r• F OF OLO ET 19 OF 63 �-1 278 cc C-1 278 co Iti tV C.� 5158 UURVC INDLC I -1( 04 GRAPHIC SCALE LIMIT OF PAVEMENT 20 0 10 20 40 RECONSTRUCTION ------ 4" HBP OVER " 1 INCH = 40 ft. �� .. 19+06.10 6 ABC ---------- I -81.25 LT 20+18 O�-� 21 +09.08 21 +49.49 21 +59.49 C") �- - I �i 74. 0� L8 73.22' L 69.50' DEBBIE 11 LT 69.50 LT RICHARD`TARANbW 18+62. �, _ _ . 21 + 17.49 O 4101 S. '�`A�f#LL ROAD our - _ _ / I _- �� I o rz __ 6720 LT U 5 SIDEWALK RESET FIRE 9 621+17.49 21+49.49 + 4fi7 S. TA ROAD y III ACCESS RAMP f o I 59.44 LT x 15" RCP CULVh�T 1W/ + �c� / I - �5' SIDEWALK HYDRANT N FLARED END SECTIONS � Q Z i � � I 19 06.33 I N O � � a W. �✓� � 66 56' LT � �-... ... -- / E ISTIN� a o o J 10y T� / 1 I 1 I� , • •••�- ACCESS -- y 32.78 LT R W � i I I 82e9 - -� _ 5 SIDE WAL M Q _1v A '�' ADJUST AD S - _ t 2 L- 10 TCE � _ 7 8 � (0 WATER INV 1 91 TOP WAT �M v "� �� OF / CUT " _ - _ _ to - - I 1 9.99 � � RAMP � 21+69.02 LLJ ADJUST w ACCE&S - t- AS so of URB v& GUTTE i TYPE 20-►�99.f}2 wR E�L�GHT Pbi -- - w w 41+ LT Q - - - I - - - MANHOLE ACCESS RAMP SECTION I B) 39.37 LT Z H' x 8286 5149/38 COVER 8282 MEDIAN i Ss'�r� s - - -- - - ss- COLORED RUE) _ �_ � � RAMP _ V) �82 8285 >. +00 00 = = ADJf�S f - �'O I f -TA� = D ss -- ss -- s N HOL�s- -- s� , ( } J -- E . ■ ■ 18 SAWCWT W ■ ■ , ■ , >. S - 22,28 L - 39.0 VALVE BOX SECTION LINE 2 +QQ 0 T - - -- _ ° s - - _ - T --� _ = 284 _ __ a2_36 LT _ - - 'PI STA 18+83.09 I ADJUST _ 81 1 PROPOSED 2Q+QQ Z � 7+00 17+51. 0 17+6Z79 . _- ,,� 8.�QQ � N 110563.26 � 9-}-�QQ _ I VALVE BOX 21+91.06 � J LT 21.33 LT N00 06 18"W E 184153.41 1 3 CROWN LINE N00'08'23"E 7.52 RT 683.09' FR bTE DAMA j- 20+54.00 20+6I 21 +23.40 Q W 1 /4 CORNER 15.00 RT 15.00' RT 11 11.98 RT = PROPOSED -=?EE� w w --W- EDGE OF SECTION 34 -J- fi9+ 4. 4 w--- w-- w -w- 817�1 V ALUMINUM CAP STA 1 +35.00 I © _ --- MEDIAN COVER PAVEMENT 42.00 RT -RESET MAILBOX SOUTH TAFT HILL ROAD IN RANGE BOX BEGIN RECONSTR TION I CURB & GUAR TYPE 2_ F 12 1 21+ 3 56 F _ _ COLORED CONCRETE) G - ---- G-- _1 ACCESS . c SEC ON=ttB - , 2 + 6- 20+98.68 ' Q . �� . G I' G - ( �� - G � - G s c- 14.98 RT; - c �� c-�� B20 Na ; ; RAMP - - 18.00 R " 18.00 RT - - - - - - - ,� ' MANHOI ABANDON * TRFFIC__ _ - -CURB & GUTTER TYPE 2 21+28 34 EXISTING ROW - -w fi - MH RIM 5151.30 N SECTION IB RT _ NO ES' " l� - - t ■ IF 1 rl 20" iHv sl4e.o7 HYDRA 4 LBOX - FO-- FO- FG� -FO FO CFO---FO F��-- III CP - - --f _______________ PUL } �� - - j Q� �d i_d i ■mod i>�---E'?----- = 2" CONDUIT (PLASTIC) - -tOQ R-iMl� - - - - - } STATIONS, FFSETS �4ND CURVE DATAOR CURB - - - - - - - - - AND G�JTTE LOCATIONS ARE AT FLOWLINE. - - - -- 0\ Q 9.9, SAWCUT 1 m o ELEVATIONS INCLUDE 2 DROP IN GUTTER. - i \ ll ram`\ �? ti ' 04 SHEETS i7 i � �/ of I :TOE OF FILL P 2) SEE STORM D�INAGE PLAfL AND PROFILE _ -wF- _ - vd W__ >- STDRN�' DRAINAf CONSTRUCTION.' x w w w A&ESS \� II _ '1 1 �� 1 MANHOLE I �� / RELOCATE bRAwING OF RECORD �.IH 514. ELECTRIC VAULT 3) SEE GEOTECH�(IC� L 'REPORT BY TERRACON DATED RAMP Q w -- I I - w �� Q CRY OF JUNE 13, 200� -0R BORING INFORMATION. M w--1 aI w86.85 RT FORT TOP OF CUT FORT COLLM �E FOR �� err 1 I I N SIDEWALK SEPTEMBER 26, 2006 O + 51565254 Q N Ld 5152 J = 5150 H Q 5148 m CURVE TABLE I I 11 uvg CARROLL E AND" NO. DELTA RADIUS LENGTH TANGENT 1 90'08'23" 45' 70.80' 45.11' 2 89'05'58" 28' 43.54' 27.56' 3 180800'00" 2' 6.28' 4 89048'38" 45' 70.54' 1 44.85 5 04'22'04" 1095' 83.47' 41.76' 6 180'00'00" 1.5' 4.71' 7 '98024,91 " 18.5 28.53' 17.98' CommCORNER L\ �ND " ASPHALT PLANING AND " HMA I � NO. DELTA RADIUS LENGTH TANGENT 8 91'47'46" 18.5' 29.63' 19.08, 9 86'16'07" 9' 13.55' 8.43 10 180000'00 5 15.71' 11 06.18 07 500 55.00 27.53 12 06' 18'07" 1 500' 1 55.00 27.53' No. azesf '7�a�am i= C000 ,O 4) SEE INTERSECTIO GRADIN PLAN SH I 3 19+18.10 ADDITIONAL CON RUCTION I STAKING INFORMATION. EXISTING ROW Q I I I ACCESS *TOP REMOVED VALVE CLOSED, 17, 90.75 RT RAMP AND RISER FILLED WITH GRAVEL 1 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE -- j 1 +74.69 I u 18+78.69 EN ASPHALT PLANING �B23 __16+47. ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD 90.53 RT AND 2 HMA 24 RT 90 49 RT III DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE REVISIONS: DATE: UPDATED CURB CHASE 06 21 O6 ADDED ACCESS RAMP 06 21 O6 i GROUND i L W POINT TA t 201+13.75 oil CT 20 �s PVI ELE)/ = 5151.26 D. =-0.7a _ K 203.14 16 .00' VC 0 0 J + �? z - x I I rPROPOSE u) w i....� THESE RECCRD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED IN ORMATION PROVIDED B OTHER PARTIES,i WHICH ARE ASSUMED 0 BE RELIABLE, PBS NOT WARRANT THEIR . ---- I 11M_, I- NOTE: PROFILE GRADE AT SECTION LINE O : w;;4 0 0 II + Lo I Q i I j cD In 0000 o p Lo L Lo rn Lo M7 Ln 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 mg DESIGNED BY: DRAWN BY: "APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: AS SHOWN 05/09/06 5158 0_ + 5156 N Q 25 I � � Ld -- - 5152 J % 5150 F- 5148 coo. o = CV ni M7 Lo Lc) L0 +50 SOUTH TAFT HILL ROAD ROADWAY PLAN AND PROFILE EET 21 OF 63 C -1 278 C.3 5158 5156 51 5152 5150 5148 I 7' LIMIT OF PAVEMENT RECONSTRUCTION 11 6.5" HBP OVER 6" ABC 23+02.5 142 7-7 T - ! 23+49.19 HABITAT CURVE TABLE NOTES: LT JIL x LL1 I 142.7 JJ'S I r $ I HOME I 1 23+50.82 COUNTRY I U 131.46' LT SUPPLY 22+88.74 22+92.80 CONCRETE GUTTER CORNER 93.94' LT 90.70' LT TYPE 2 (3' WIDE) LIMIT OF PAVEMENT RECONSTRUCTION + 23+51.18 4" HBP OVER 93.94' LT ' 81.22' LT " 15 6 ABC 4 23+01.53 1) STATIONS, OFFSETS AND CURVE DATA FOR CURB AND GUTTER LOCATIONS ARE AT FLOWLINE. ELEVATIONS INCLUDE 2" DROP IN GUTTER. GRAPHIC SCALE 2) SEE STORM DRAINAGE PLAN AND PROFILE SHEETS 20 0 10 20 40 FOR STORM DRAINAGE CONSTRUCTION. o 3) SEE GEOTECHNICAL REPORT BY TERRACON DATED 1 INCH = 40 et. JUNE 13, 2005 FOR BORING INFORMATION. EXISTING SPRNGFIELD FIRE ACCESS 22+89.79 I 3+51.24 83.91 LT [""I �I COURT TOP OF CUT 86.79 LT 73.22 LT f I CURB AND GUTTER TRANSITION TO II TOE OF FILL N 26+33.7 ABA ADJUST ( ) CONCRETE GUTTE NG ROW Jl 47,45 LT " NDON PIPE VENT PIPES 27+30.34 .+. TYPE 2 SECTION IB �22+86.84 U -- TYPE 2 U 45.00 1_T - EXISTING ROW 80.00' LT 7 23+01.53 L 5' SIDEWALK �� -� kL- EXIT < 12 AD 1 � 15" ADS N 72.52 LT 64801 LOT ��-�S+P--� - � ��..,... ...�. ��... �� .. ______ ... L .. . ACCE 13 ADJUST TBOX RAMP - - [ CURB AND &UTT- i ' - 25+92.04 . 27+00.05 8253 N ---- _ _ - 1 \ ¢ 8262 w w w �� 8252 w 45.00 LT w g '- 47.45 LT, 7936 w N ti *TYPE 2..MCTIO�i' NB} �6 - Q 22 73.3.E ACCES 23+79.80 ~ �5'3`iDE1�ALK - w - w - w �MP - t v w w w w -r -- 60" DIP Z_ 44.54 L7 w -- --w- -w 37.00 LT ` - ss ss -ss PR ADJ�IST o u t , , .. - F o Fo o- - r o - o- V o ADJ�fST 8" SAN A 24+58.00 I BIKEWAYAL E BOK, . J OPOSED ss - ss - ss ss ss AND CURB s - ss ss -MANH F --SS---- ss - ss ss---- Cl�RB P�V4��UTTIR ss 3 - +77 08 s- ---22+90.09 -ss - -- s --� ss ND SPECIAL CROWN' LINE 27+00 LLJ TYPE 2 (SECTION 118) 6.00' LT 6.43 LT 6' BIKEWAY 25+00 -- _26+00 - ADJUST MANHOLE - - 23+00 ADJUST MANHOLE - - - - - Bis N00'08'23"E B14 - 100' R MIN 13 _ 25+34.51 y25+90.52 126+02.78 B12 26+58.7- 6+84.0 _- Q 12.47 RT _ J 19 11.00 RT 11.00 RT 11.00' RT 11.00 RT _ c � - = - - M 22+12.67 22+90.66 SECTION LINE SOUTH TAFT HILL ROAD _ -- U0.06LT -- ----- - ------------- - -- _ --__- 0 5.14 RT_====_�------- w ------ - - =- �' e _ _ 2" lvmv>ca-� Vt o = - � 18 -gar __- Wz- w `fi 17 w _- - c- - - c 1 -c 10b cR (Wh) �2 CONDU[C, -=c- - = - --" - - - G� - �c � -- E - L- j�IIL�BOX- --- n^ - _ _ --- _ _ - - 18" STEEL - 2 9.Z4r ,. �F o . o -- _ - F o- - F °- - F °-�f` RESET tLBOX - - - - - - - - - - c>- - o t o z� r-�g��vY // o 19.40 RT PROPOS D EDGE TOP OF CUT 2 +1 �I t 27+39.08 J OF PAV�NT 26.00 RT 26.00 RT - .� o + 26+99.08 i EXISTING ROW � � � NO. DELTA RADIUS LENGTH TANGENT 13 88'20 47 28.5 43.94 27.68' 14 15 16 104'1721" 76'06'52" 89'36' 10" 7 4' 28' 12.74' 4.31' 43.79' 9.01' 3.13' 27.81 ' 17 1 94'48'07" 30' 49.64' 32.63' 18 19 1 86*33'46" 03'00' 11 " 30' 1069' 45.32' 56.03' 28.25' 28.02' 20 182'29'27" 3.20' 10.19, 147.19' 21 02'29'27" 1000' 43.47' 1 21.74' ADJUST PROPOSED EDGE r ' Lu 25+ ,08 ' ss, VALVE BOX. TOP OF '° ADJUST VALVE BOX 42.20 RT `� 26.04 RT 26.00 RT o 22+11.70 .11 OF PAVEMENT - = � 1 �' - - - - - - �`�" � RESET MAILBOX A� I �� I � � � �i 36.82 RT } I EXISTING ROW 2 +72.03W 49.80 RT I AND MARY T.E. CLEM TOE OF FILL 49.54 RT i r �1� �� JLL J. AND THOMAS F. HOLLY �; 3912 TAFT HILL ROAD I qTF of CoLoa�: POINTHIGH POINT •- ��■. ply'll 7slw- i;: 1 =40' Ell 11 V Q -ovl ELEV := IN mlkv�m E I s i ' s !!• sm NJ 0 O O N N L0L +50 .to N N �Lo 23+00 +50 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0� Ln O 04 + N N L0 f-EXISTING GROUND N II (D N 1A 24+00 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 +50 ORDERS AND OTHER DA A FURNISHED BY AGGREGATE INDUSTRIE . THESE RECORD S--MADE DURMG--CONST T10N` -B€ F- HESE RECORD DOCUME TS ARE B SED ON P ENTIAL UN`VERIFI D IN ORMATION ANNO AND DOES NOT WARRANT EIR ACCURACY. Lai Z I 10 o ao �0 0 N N L Lo L0 Lo Lr) 25+00 +50 DESIGNED BY: DRAWN BY: APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: AS SHOWN 1 05/09/06 _ I 26+00 +50 27+00 SOUTH TAFT HILL ROAD IMPROVEMENTS ROADWAY PLAN AND PROFILE 5158 5156 51 5152 5150 1�� 22 OF 63 C-1 278 co cm INEMIL JL 1F GRAPHIC SCALE 0 10 20 1 INCH = 40 ft. F J 2 U F— Q CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT 22 90.07 58 15' 23.60 15.03 23 90'09 50 15' 23.60 15.04 SPRAVIEID NOTES: 1) STATIONS, OFFSETS AND CURVE DATA FOR CURB COURT AND GUTTER LOCATIONS ARE AT FLOWLINE. I O ELEVATIONS INCLUDE 2" DROP IN GUTTER. 2) SEE STORM DRAINAGE PLAN AND PROFILE SHEETS FOR STORM DRAINAGE CONSTRUCTION. LJ 3) SEE GEOTECHNICAL REPORT BY TERRACON DATED — W JUNE 13, 2005 FOR BORING INFORMATION. ASPHALT PAVEMENT _ LL 6.5" HBP_ OVER - ` Z = ss= -- 6"`ABC /� L L RESET) - 26.00' RT 1Ot i u.u� i 25.96' RT VYV'', 23.00' RT I M> za�u rc i 29+301 ZS.OS Ki, stti.uu ICI 30 \RESET) 7 MAILBOX 26.00 RT -` f0P 23.00' RT (rL 6.00' RT MAILBOX 30+ 3. 3 28+50.05 26.00' RT 26.00 �J26.04' RT 9FiANE a AND STEPHANIE PAYTON 90N THANH TRAM AND I AND JE I DUP. g�� (C/O JUDY) JASON ANITONE MARMALE ,, D 3844 8. TAFT H_L ROA6 3836 S. TAFT ,�LL �D 3908 S. TAFT H1 ROAD 3900 8. TAFT FLL ROACIl' PVI E EV = 5150.64 5156 A.D._ -0. 4 135.00' VC -- 5154 -� o N rui ' O 5152 N Q ROPOSED ROFILE W� I RADE — -- 5150 ---___ I 5148 i 5146 ISTING GROUND SIGNS: Lo Lo Lo 28+00 +50 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 • 0-1 ILO Ln +50 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 c� v 00_ Eli 1 If (O c N � — Lo Ln Lo +50 31+00 SIGNED BY: DRAWN BY: APPROVED BY: JAG JAG DAL ;ALE: DATE: CHECKED BY: DATE: AS SHOWN 105/09/06 _ 3828 $ TAFT H L IrAD .LL-Hotu.L[iJ • r = NOTE: RO LE I VERT: "=4' 1 r ORDERS AND HER DATA IFURNISHED BY A NTS StG - TH E RECORD DOCUMENT ARE BAS ON L PRdV! RE -I CANNOT AND D ES NOT WARRANT THEIR AC +50 N Ln ILO , aa& tEG TE INDUSTFbIES. THESE RECORD IONS RUCTtOft. CAUS7= - )TENTIAL UNVERIFIED INFORMATION 32+00 +50 W Z .J SOUTH TAFT HILL ROAD IMPROVEMENTS ROADWAY PLAN AND PROFILE 5156 5154 5152 5150 5148 5146 EET 23 OF 63 C -1 278 co ti N L 11F- GR HIC SCALE 20 0 10 20 4( 1 INCH = 40 ft. CURVE TABLE NO. DELTA RADIUS LENGTH I TANGENT 4 69'17 04 30' 36.28 20J3 25 99'17 19 to3 ' 51.99 35.31' 26 9 '53' 12" 218, 44.42' 1 28.44' TWEER J MOBLE HOMES NOTES: 1) STATIONS OFFSETS AND CURVE DATA FOR CURB Q AND GU ER LOCATIONS ARE AT FLOWLINE. tLEVATIONS INCLUDE 2" DROP IN GUTTER. Z i);/SEE STORM DRAINAGE PLAN AND PROFILE SHEETS Q FOR STORM DRAINAGE CONSTRUCTION. (5 3) SEE GEOTECHNICAL REPORT BY TERRACON DATED V JUNE 13, 2005 FOR BORING INFORMATION. u c EXISTING ROW RAMPS 5.4 65.41' LT �� N 6r IKEWAY �, EXIST HYDRAN CURB & �JTTE 00 l'1 TOE FlLL AN K� � ��^ ( CURBS TO R iviAIN SECTION I$), 00 _ — SAWCUT i ;�..�a ter. �,.:.� _ - — ----_ �Tv--- .�,, � �� T •�s r---- 50:4 IV _—_------ --2p - w w Al nip OV Q w 8 IOii' N 37+01.62 60" 60" DIP 33A0 LT I DIP MATC EXISTING LLI ss -ss � - PROPOSED a", SAN ss- - - s ss ss SECTION LINE,- ss -ss- ss LT c> ss- ��' �s a N - s - - - --- - --- s _ -ss 6.00 °.SA Z s ss ss s,. ss ss s> CROWN tTNE s� . __ 3 +00 36+00 _ _ _ _ _M - - - - - - w M 34+00 - - - _ _ _ - - 3Z+00 r 24" RCP 38+ 0 J Z ADJUST J N00'08'23"E 11 MANHOLE 100' R (MIN) I B6 = 32+95.00 SOUTH TAFT HILL ROAb - U B� SAWCUT tK ___________________________________!_______________________—__—___ I— —------- 4 Q V _ 1 a" STEEL 36+24. 9 �--- Qk w--- — - - - _ -_v w w - - w w w----- 19.81' RT ti - v100' R (MIN �y-__==_==-_ =-_ - — — r — — 4 g� -- - - Q 33+45.02 o.d o - c o - - o _ ,� 10 � O F o- , _ - - - - - - -- - - - c RESET c c - c c -- - `_tP OF CL c o- -- c ESET \ - c 2 (,CONDUIT; (PLASTIC) " w o - E 11.00 RT E - - - - - -- - �-1 f -# T - MAILBOX - - , E r E - F - E MAILBOX w 'A' �, • a, PROPOSED EDGE. 7 • 35rF27.95 1 �V i� TOE OF FILL 22.09 R EXISTING i 6W OF PAVEMENT 17 45 RAT 1 _�2 37+ 00 ? - EL 5142.30 �� - €� •° �• • �, 35-�•55.31 EXISTING ROW PROPOSED EDGE �,n 21.5142.88 1 (� o 1a ` OF PAVEMENT > _ �,os� o o •1'Fp .o �oSm• __ 5+94.21 SO ° .a * T o 4.24' RT moo®9J �. VCI JOSEPf BY JAL 9CFuDT Q �+61.84 KHK M. MAXEYssio T� ° 3816 i S. TAR I AD- ' 3800 STAFf HLL ROAD � 3724 SAFT iL ROAD 0 elm PVI — - ---- FA 31 +00 S 5,4� ,HCQALZE: -0' E.pVL SEC VERT: 1"=4' 10.O 9 WING F---REC 5150 - O M - PTtMBE Z J cv V W 00 5148 M (ro c, U)NOTE: THESE DR WING$ OF RECORD ARE BAS D UPON T IIE RECORD DRAW NGS, CHANGE z N11,4111 II r� ORDERS A D OTHER DATA URNISHED Y AGGREG E INDUSTR ES. T ESE ECORD , O x hi J IIIIN.btUAUbtwTHESE RE ORD OCUMENTS ARE BASE ON POTE IAL UNVERIFIED FOR ATION M ouF- 5146 w I CANNOT A D DOES NOT WARRANT THEI ACCURACLu - --------�LL_c XISTING G OUND5144 687o Z J 2 5142 GRADE — — U 5140 CA Lo r`1M 00 O fit\ M .0 r �M c0 c0Lo Lo _N Lo Ln Lo to�� Lo Ln 33+00 +50 34+00 +50 35+00 +50 36+00 +50 37+00 +50 38+00 REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: UPDATED ACCESS RAMP AND 06/21/06 CITY OF FORT COLLINS PBS&J JAG JAG DAL SOUTH TAFT HILL ROAD SIDEWALK AT MICHIGAN DRIVE 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 SCALE: DATE: CHECKED BY: DATE: FORT COLLINS, COLORADo DENVER, COLORADO 80237 ROADWAY PLAN AND PROFILE (970) 221-6605 (303) 221-7275 PAS SHOWN 05/09/06 5150 5148 5146 5144 5142 5140 24 OF 63 C -1 278 co ti CV 9-4 0 NOTES: \ M� 1) SEE STORM DRRNNAGE PLAN AN\ PROFILE\SHEETS J L FOR STORM DRAINAGE CONSTRUCTION. A\\ \ ©? TAR RIDGE 2 SEE GE6TECHNICk REPORT BY TERRACON DDk�TED \ JUNE 13\ 2005 FOR BORING iNFORMATION. 1 GRAP�IC SCA E + � 2 0 0 20 } w c A w� 1 INCH = 40 ft. 0 [ it N I + K� K� _ Goa M �}yK-�� 41 l� G ROW Qy� v IV IV- V v v - --8 o 1' 1V _ IV 1V - TV v iV _ -1V- L V - TV - V -- TV V v- .. _ 1V -=1V TV ---TV - TV -_ -TV 1, 1V T - _ 1V - =W- -_ -- _ -pp__. pp-_ _ - W= - N =� ... VV - _ - Vv -.-_ - y�r - fir_ "' 'u FO-_ Q F� -FC) -FO FO -FO FO FO-- -FO -FO =. - _ - y _:_ - W=- - iM�=�iM DIP - F-FO-;-- FO-- F0- --FO -- --- :_- ==_F� - --f- V I W --W W rn w - W - W -�_ _ - W1P-- -- - -- 4y -W— F° 60" DIP ,o 3 = so' DIP Asph. Conc. V 8",,AN SS SS- SS SS �SS- SS —SS S -SS--- SS---SS SS SS SS -SS._ 8'AN — 8"W SS SS -- J / + 4n n fTTT7T7�1iifiiiTTTTTii) 9[peq 1411C1T5 111iTTTTiT1iTiiTTiii/1�+TQTiTTTr7irT7rrT71TTTTIF"IF�TiT1I� 4 A 1 j� 4 (� 00 iTiiTiTTii7TTTTTTTTiT1iTifv42NAQfTiTTTTiiiii7■T7ii iTiTiTT f1�I+T�/iiiii7itTi 1T1iTT1724"lRII 63 _ N00"08'23'E V 38+ 5.77 22.25RT Q 5141.63 /22.40' RT _ _ - _ _ _ SAWCUT\�SECTION _ --21EL-- --w-- �� L 5140.93 LINE SOUTH TAFT HILL ROAD i EL s" sTE BMX- A A w W - yti _ PULLBOX - w - w w ^B4 Asph. - w --- Conc. _ _ V --� --___ �r�/ �1Li17[/�/��) V h �E_ V- _ - E TL�I 2NDUIT P OE F�I- - -- --_ - - - _- - _ _ MSET00 M ILBOX 65. 5 i; POOP08ED ED�E E E F - F- F -_-_--_-\39+ 22,57' RT- - 37.12' RT OF PAVEMENT f51 EXISTING EXISTING RO W _. ---�— 8` A:� � � L 5140.19 � — — _ _ _ _ _ --- ----- _T — — — — -7 37.54' RT 1 � M � 3 a �X KJAMES S. -AND "--- "--'- ROBEiT RANDELL CUS �S- MA A ANo 'oSWAN O. HERMNGCL� WANDA WAGGONER � ; ,,; � � AND GflETCFiEN M. HOARD� , �� 3708 S. 1AFT Fit ROAD 3704 3. TAFT MLL ROAD + �� 3609 GOODALL LANE 3700 S. TAFT F#1 RO i i / WW w o cocoa ORZ: 1 4 i�if1 --PRf)Flt.E -AT E£T40Nt IME DRA'Nl IGIF- kECOR --- 5142 — — — _ RT: 1 4 JD 5142 `� ---- -- - SAP -- - EMB R 26 2 06 -- - - - _ _ --i-- EXIS NG GROUND - 5140 5140 — — _ ORDERS AND OTHER DATk FURNISH BY AGGREGATE INDU TRIES. THESE RECORD — — — — - D CUMNTS_ HOW$IGNI (CANT CHAGES ARE qI� MADE . PO DURI COSTRUCTIONJBECAUSE — _ T ESE RECORD DOCUMENTS B ED ON ENTI UN , RIFIED IN RMATION 5138 - - _ P OVIDED BY OTHER PARTIES, WHIC ARE ASSU ED 0 BE RELIABLE, BSdcJ 5138 -__ o� Ld 5136 Z — -� M� �*� 5136 O c N w OZ Z j 5134 U 3 'i� ' - _ -i Ii 5134 Q �z --- � � � � � - 5132 5132 L0 Lc)Lc) , i L0 +50 39+00 +50 40+00 +50 41 +00 +50 42+00 +50 43+00 +50 rIll REVISIONS: DATE: CITY OF FORT COLLINS „ PBS&J 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 JPW DO 80237 ET DESIGNED Y: DRAWNBY:APPROVED BY' DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SHE25 JAG SCALE: DATE: CHECKED BY: DATE: °F FORT COLLINS, COLORADO ROADWAY PLAN AND PROFILE 63 (303)DENVER, —7275 (970) 221-6605 �7 0� (303) 221-7275 AS SHOWN 05/09/06 C-1 278 co N V i 18+52.63 172.95' LT 18 57.94' LT i el >� it AA/' 18+63�� 81.25' LT MATCH rM, TING EL 5151.30 18+62.33 183.37' LT O n I I 30 LF 8" ADS r 1 I II 1 >'� oil 18+�2.98 i I L- - - - - 67.20' LT I EL 5151. I i I I / I s I � r . 15" RCP- s CULVERT PR �� OPOSED 15" CULVERT W/ �,� I DITCH FLARED END SECTIONS I -� INV �49.91 , I .---- INV 5 49.99 IL - -I� EL:5149.5 a-- - - - - - - -- - --- - - --_I- F _-- - {)- 17+00-00 EL 5151.55 >-7+50 OD / E +0.00 22.28 ,L ' r1111nn11u1 Y >t 1iTi r3 20.76 LT EL 5151.20 EL 5151 40� 22.35 LT------- -- - --_-- ---------=------�/��__=_---------_------------------- ---------------- �L3T51T8- 17+00 18+00 i I I SOUTH TAFf HILL ROAD 18"W 148.07' LT w PC EF. L 0 -49.70 POINT 5150.95 I s�sp S�S� IN1F-t 1 INCH = 30 ft. 00 00, :' EASEMENT 21 +00.00 PROPOSED 3' WIDE PROPOSED 2.5' WIDE 73.81' LT 21+00.00 CONCRETE GUTTER CURB CHASE EL 5150.69 80.00' LT TYPE 2 20+89.44 _ - - - EL 5150.85 -------- -- --- -- ------------- EL 5150.57 PROPOSED 3' WIDE 80.00' LT PC 21 +09.08 EL 5150.78 CONCRETE GUTTER ' �1 73.22' LT TYPE 2 :.; < II ACCESS , 20+89.38 EL 5150.74� RAMP _ I. 74.50' LT =' EL 5150.65 - ' 20+ 13. 152 O EL 5150 8 151 i LT I, 5150 151.05 J0 5 _.. o IIGH POINT i - - Ao - 9+14.68- ��PROPOS 2.5 WIDE 7.05 LT ACCESS RAMP -- --CHASEEXISTING;RO------ :L 5151.16 20+50.00 21 +00.00 19+50.00 21 +00.50.00 LT ` PC 19+34. 3 20+02.50 ACC ES 50.00 LT 20+13.75 50.00 LT 9 ' 39.00' LT 50.00 LT 39.00 EL 5151.41RAMP �.\. EL 515T.66 -E 5151.31- --- ---" - 39.00' LT -- 10-�-515127 -_L 5151.08 a 19+35.00 Et 51�--- - SAWCUT C) 39.00' LT r, EL 5150.27 CURB & GUTTER TYPE 2 "? EL 5151.07 19+50.00 20+00.00 N 20+50.00bt - -0 39.00 LT 39.00' LT - 39.00' LT N (SECTION IIB) 94 EL 5150.EL 5150.52 -- I FOR ATTACHED SIDEWALK AND EL 5150.55 . 19+35.00 ' 19+35.00 CONCRETE GUTTER REVISIONS - 18.29 LT I� [SECTION LINE - 5.27' RT SEE SHEET GUTTER OF 63 SOUTH TAFT HILL RO D EL 5151.33 i EL 5151.62 20+0 151.45 EL 5151.60 21 +00 19+00 i EL 5151.42 N 00'08'23" E EL 5151.52 CROWN LINE 20+13.75 PC 20+68.51 1 01' 00 - - LOW POINT N 15.00 RT EL 0515194 STA 19+35.00 EL 5151.42 EL 5151.85 N BEGIN RECONSTRUCTION i19+50.00 - MATCH EXISTING :a '6.41' RT 9+64.94 19+80.00 20+00.00 20+50.00 EL 5151.57 1 EL 5151.59 7.55' RT 10.�0' RI- PC 0+6 68 21 00.0 EL 5151.59 8.69 RT - 5 14.00 RT 17.02' RT EL 5151.55 EL 5151. 2 EL 5151.73 I 18.00 RT I t I N EL 5151.75 EL 5151.84 _�- -T---- --- -- --- --- 20+50.00 se 19+35.00 1 1 +50.00 - PC 19�F64.94 - - 20+00.00 - - - - - 21+00.00 N CURB &GUTTER TYPE 2 53 40 RT 44.55 RT 42.00 RT 40.00' RT EXISTING ROW 40.00 RT 40.00' RT (SECTION IB) EL 5151.00 EL 5150.93 EL 5150.92 _ _ _ _ _ _ _ _ _ _ _ _ _ _ EL 5151.21 EL 5151.37 IIIIIIIIIIIIIIII�Tk► Il►► 7 EL 5151.09 .' ,-� _ _ to Eo- o -Eo-- i C� �djj►T1-.►.)��/''t' 19+80. o o Eo EO EO----Fo--- FO---Fo-- to-.-� _-Eo.- - fo--7�0-----Fo--Fo Fo- Fo Eof -o - fo171T�o1 TI1TT 1T� i► 1--F4200'RT ►Il l er 1 +2:82 c_ - --- - - - - -_ CURB & GUTTER TYPE 2 - - Z 9.9' (SECTION IIB) ; O SAWCUT�`� I ;, ----i I I PC 19+19.94 p u I 86.85' RT ACCESS i it II i MATCH EXISTING RAMP I II Irl I a, r c14 EL 5151.27 EXISTING ROW I I � I I � \ ,24 RT E ! - E [ T -E- -- -E-- ! E-.- E_ ! _ ! -.. E-__ C E- (- _.- _E---- rE - _E- . REVISIONS: DATE: CITY OF FORT COLLINS UPDATED CURB CHASES 06 21 O6 ADDED ACCESS RAMP 06 21 06 281 N. COLLEGE AVENUE TT ATTACHED SIDEWALK 10 06 FORT COLLINS, COLORADO MOVED CONCRETE GUER 08 OS/10/O6 (970) 221-6605 y0�� 90.49' RT II PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 90.75' RT PC 18+78.69 90.53 RT 5 .52' TtT_,E�` �1.50./5-- CCESS PROPOSED EDGE - - RAMP 51,�1aT OF PAVEMENT_ DRAWING OF RECORD ' t9 55J18 I if N& 32801 m 61.74' RT 60.36' RT 7�L/�?" SEPTEMBER 26, 2006 - EL 5151.42 EL 5151.33 . cn& 5' SIDEWALK MY cocoa 5 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE �7.97' RT ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD EL 515RT FM COLLIVS DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE 1 + 4 THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION ACCESS 87;45' RT PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J RAMP EL,,CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: JAG JAG SCALE: DATE: 1 " = 30' 1 05/09/06 APPROVED BY: DAL SOUTH TAFT HILL ROAD 26 CHECKED BY: i DATE: INTERSECTION GRADING PLAN-TAFT HILL/CR38E OF 63 C-1 278 ti N i CID I I I I I I � I 0 - JIL 1r GRAPHIC SCALE 10 0 5 10 20 1 INCH = 20 ft. 21 +00.00 ' 19+06. 0 � PROPOSED 3 WIDE ,- 20+89.44 EL 5150.69 PC 21+0908 T CONCRETE GUTTERPROPOSED 80.00' LT .2' LT8129 EL TYPE 2 EL 5150.78 515.9EL 5150.57 CURB CHASE EL 5150.7WIDE 4i _�- �s� PROPOSM 3 Witt' � - - 20+89.38 =�1 v\� ACCESS CONCRETE GUTT �t ' 74.50' LT I I I I I S S� RAMP _ - = TYPE 2 EL 5150.63 11 14 I O s� INV EL 5148.73 J r - 5152o� 49 - ELI 5151. 3 R I 60 00� L8 5151 � 59 00' LT PI 20+05.65 EL 5150.45 W 1 EL 5149.50 20+56.56 5151 PC 19+06.33 II I 0.00' 51 3 R 20.0 0.0 T 54.66 LT EL= 51.03 50.00 LT \ I I I 66.56 LT I 51 �-... -•• -f EL 5151.27 EL 5150.10 V EL 5151.05 i 51 0 .------ �... .�-...�-...� +89.26 , I o SIDEWALK 20+13.7 ••• - 1 19+49`.28 `46.50 LT 59.00 LT -� EL= 5151.1 C) - 50.00 EXISTING ROW 0.83 --- EL 5150.50 --- g 15 / _-1v- �j TYPE 2A - _ ------ - U� �- 5' SIDEWALK ,� `_ o- 1 - ° HIGH P I 0 1 1// O I 4v�-- -14 --- 19+14:68 I 95 SF 6' 6' 19+94.26 , h - 47.05 U 46 50 LT g �� PROPOSED 2.5 WIDE t fi \ - -- - - Ct1R6 CHASE -- -- -- - - - - - EL 5151-* 16� �\ - I - 50.00 LT A� w-- - w- i j CAC~ ES �� - 19+50.00 0+13.75 20+50.00 21+00.00 EL 5151.41 ' n \ J PI 19+98.59 20+00.00 / 31 SF 2 39.00' LT 39.00' LT 39.00' LTRAMP \ EL 5 51.08 3 u ` , 39.00' LT 46.50 LT, 3 R 39.00' LT 39.00' LT E , 5150.5� EL 5150.69 U 45.00 LT, 3 - EL. 51- -94 - _ _. _ _ = 5150.83 5150.2� - w______ - w - - w w- - - w w w w w w / I \ 15LT, R PI 19+4T.53 R ------EL•00 LT --- ------ CURB-.& GUTTER TYPE-2 \ r PI 19+36. 20+05.75 (SECTION 11B} w w--_EL-�151.09,� ELw5150.52, 2 1fi. w-- E51JD-------------------------- U, SAWCUT 19+35.00 EL 5 41.50 L , 39.00' LT �f EL= 5151.53 39.00 �i 5 .EL 5151.07 0 EL 5150.42 -_Je x SS_SS S-7_ J^SC-SSSS1 SS-- SS- --d�- _ N - - N O 19+35.00 n18.29 LT ELL 5151.33 M SOUTH TAFT HILL ROAD c� 1I c I I I SECTION LINE I A- I 20+00 21 +00 CA 19+00 _ I EL 5151.42 EL 5151.45 EL 5151.60 N 00'OS'23" E 1 0 N; A 19+35.00 °OBEGIN RECONSTF 000 MATCH EXISTING EL 5151,,57 20 F CP �►r�airrrrrolrrrr��i�i��rrrr��llu�r��i� O VISIONS: DATE: (ACHED SIDEWALK 08 10 06 WED CONCRETE GUTTER 08 10 O6 I I I I I I I I I I I I I Caww COMB LL � EASEMENT Xv� , L 5151.52 20+ 13.75 CROWN LINE LOW POINT ^L EL 5151.42 I �- - -w w w w w w w w w t w-- -- w- I I I I � z L cL G 1 G - G - G--- G G G- G G�� G- - _- G G G - G- G G - G 21-+00.00 86:60'--LT------ EL 5150 85 DRAWING OF RECORD SEPTEMBER 26, -2006 - __ WffF- THEE 11RAWINGS OF RECORD ARE BASED UPON THF_RFCQRI),QRAWING% 04 NGE °_ ORDERS AND !OTHER DATA FURNISHED BY AOGREG,�TE INDUSTRIES. THESE -RECORD I o -F ��- `' DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE ° THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION r0---- I0 ,� - - - - - PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J - _ - - - - - - CANNOT AND DOES NOT WARRANT THEIR ACCURACY. - - - - - - / , CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-8605 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw DESIGNED BY: DRAWN BY: APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 30' 05/09/06 A SOUTH TAFT HILL ROAD INTERSECTION GRADING PLAN-TAFT HILL/CR38E =ET 26B OF 63 c -1 278 co N �--II C.3 WATER METER I APPROXIMATE LOCATION CONCRETE GUTTER TYPE 2 (3' WIDE) I I EXISTING ROW L 1.� 90.70' LT\ I .AA 71 I EASEMENT 06.79r LTT 86.79 EL 5150.99 ------------------------------- 94 59.00' LT ATCH EXISTING PAVEMENT CURB & GUTTER TYPE 2 0.00, LT EL 5150.50 F1 51. LT (SECTION IB) FI 15o 91 59.00' LT EL 5150.50 59.00' LT EL 5150.j CROSSPAN 121+ 9.49 04 59.00' LT EL 5150.64 --RAMPSS 21 +50.Of1 21 +49.51 55.57 LT €L 5150.65 RAMP;Aflf;C'S -515 9.00' �T-----'" _ EL 5150.60 ° MEDIAN COVER MATERIAL- 21 +00 EL 5151.80 9.04' EL 51 58.00' LT EL 51 EL 5150.80 f-5' SIDEWALK of CURB ACCESS RAMP TYPE 2A 22+00.00 / 22+00.00 - _ _-3.84 LTr' 50.00' LT 50.00' LT 42.36 LT L 5151.20 EL 5151.81 EL 5151.69 EL VCURB & GUTTER TYPE 2 (SECTION IIB) 22+00.00 ° .00* L 00 200 LT `EL 5152.20 3.52 RT EL 5152.13 22+00 EL 5152.00 EL 5152.22 12.06' RT rL; L1+� EL 5151.88 7.52' RT MATCH EXISTING OF 1* EL A 51.19 /83.91' LT EL`-� 23+01.53 72.52' LT EL 5151.1 63.81 • LT EL 5151.15 2+89.99 LT R l� I \\ I n II u I u u n u II I II I li I I I u u -8-6RO'SS�PAN 3/ 81.22' LT EL 5151.21 I C EL 5151.12 .00 23+27.00 .T7322 L EL 5151.21 CURB & GUTTER E 2 (SECTION IIB) I I � 234-49.19 142.77' LT MATCH EXISTING 131.46' LT EL 5151.24 -CONCRETI TYPE 2 ( ZE 1.22' LT L. 5151.21 23+51.22 77 EL 5151.20 23+51.24 7 EL 5151.29 li CONCRETE G TTER TYPE 2 PC 23+51.30 64.80' LT' _'tL 5151.36 AL 1r Allow - GRAPHIC SCALE 10 0- 5 10 30 1 INCH = 30 ft_ HAWAT HOME SUPPLY II II u 00.00 24+50.00 _ 50.00 LT 51 - - 5151.1.25 EL5151.33----�---- EL 5151.57 39.00' LT f24+00.00 \ 4+50.00 24+50 00 EL 5151.6 K P 22+90.09 of 6 43 LT E 5152.21 CROWN LINE 23 00 --- EL 5152.11 (FG) 0.06' LT EL 5152.08 EL 5152.15 PC 23+79.80 37.00' LT 37.00 LT 37.00' LT U EL5151.5 EL 5151.41 35.00 LTEi. 5151.59 EL 5151.55 TRANSITION BIKEWAY TO URB SOUTH ° TAFT FILL ROAD - 2 (SECTION- 40)ER TYPE - -_ - - 24+00 EL 5152.16 EL 5152.11 nrIArIIIII If trarrrrrrrrrrrrrrrrrrrrrr. �4 r Et 3737L T 00 24+5800EL5151.8 1+.35151:23100LT 3.005LT tE ----------------------------------------------- - - - 1�05--------------------------------------------�- ----- �------------- ------_- --- - -- 25+00- -------�_26f00 - 20.39' RT EL 5151.55 EL 5152.09 _ _ -- I ------- --- --- --- --- ---EXISTING ROW -- --- ___----------- ---- --1%- 0.00 \--CURB & GUTTER TYPE 2 RT /PC 22+34.36 (SECTION IB) 152.03 3.69' RT 22+50.00 2.65' RT - - - - - - h 24+T!(5:d0 v" �------------------------- \ - ----- - Z22+5 2 +00.00 23+50.00 22.44' RT ---/i----------- �.12b.26' RT-------- ----EL 515t.66---------- /� 22+00.00 30.08 RT �° - f EL 5151.63___-- EL 5151.51_---- 37.65' RT ,.----------------------- EL 1051.35-------- OclS -- 1 OPOSED EDGE . OF PAVEMENT -•- «--• - - EXISTING ROW iv M0.32l01 7 - S lS-- ---- - - i I\\ 7/ILo0 0 7 I v C1HR. ---------- - OF COLOPPC� � I a i I �fo? �WING,OF��COF�� S&T 61�0066%,J NOTE: THESE DRAWINGS OF' RtdORD ARE BASED UPON THE RECORD DRAWINGS, CHAN E ORDERS AN OTHER DAT� FURNISHED BY AGGREGATE INDUSTRIES.I THESE RECORD _ DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUS THESE REC RD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION I PROVIDED W OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT ANI� DOES NOT WARRANT THEIR ACCURACY. REVISIONS: DATE: 'DESIGNED BY: DRAWN BY: 'APPROVED BY: SHEET UPDATED BIKEWAY CURB CITY OF FORT COLLINS PBS&1 JAG JAG DAL SOUTH TAFT HILL ROAD 2� TRANSITION ELEVATIONS 07 14 O6 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 ADDED CONCRETE GUTTER 07/20/06 DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: INTERSECTION GRADING PLAN-TAFT HILL/CR38E OF 63 FORT COLLINS, COLORADO (970) 221-6605 y a� (303) 221-7275 1 " = 30' 05/09/06 G-1 278 EVISIONS: Existing ROW I !J 30' Existing ROW Limits of HBP and Tack coot 4' Shld Section Line & �_ S. Taft Hill Road 12' Lane 10' Existing Taft Hill Road Crown line 7' Varies 6' to 11' _ Painted Median Profile Grade awcu Existing Edge of Pavement 6.5" HBP 6.0" ABC (CLASS 6) ❑ See Plan and Profile sheets and Cross Sections for construction staking information of proposed ditch. 2.0" HBP Grading S (100) (PG 64-28) 4.5" HBP Grading SG (100) PG (58-28) (One Lift) 6.0" ABC (CLASS 6) 6" 6" Limits of Planing HBP Overlay and Tack Coat 12' Max _ Lt Tu rn La n e 12' Lane 4' -.08-� Bike Lane 90' Existing ROW 2.5' Existing Curb and Gutter (To Remain) — — — — — — — JExisting Sidewalk (To Remain) Remove Asphalt Pavement (Planing 0"-2") Tack Coat (After Milling) —2.0" HBP Grading S (100) PG 64-28 SOUTH TAFT HILL TYPICAL SECTION N STA 14+75 to STA 19+35 Existing Pavement Depth Varies ASPHALT PAVEMENT DETAIL WIDENING, MILLING AND OVERLAY ATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 ROAD N 0 . 1 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq :ate DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. Existing ROW TYPICAL SECTION NOTES ps Place 4" of topsoil to this line after completion of paving r� 2% roadway slope (Typical). 0 Vertical alignment points. Q Width varies. See roadway plan and profiles for information. Existing roadway cross —slope varies. The intent is to mill a maximum of 2" depth and overlay with 2" HBP, matching existing grades. Refer to Cross —Sections for existing grades and slopes. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The contractor shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed. There shall be no separate payment for sawcutting. bESIGNJAGY: DRAWNBY:APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: TYPICAL SECTION 1"=10' 105/09/06 3 MR C-1 278 ti N REVISIONS: UPDATED ACCESS RAMP AND SIDEWALK AT MICHIGAN DRIVE NOTES: 1) STATIONS, OFFS AND CURVE DATA FOR CU B AND GUTTER LOCATIONS ARE AT FLOWLINE. \ ELEVATIONS INCLUDE 2" DROP IN GUTTER. SEE ,STORM DRAINAGE PLAN AND PROFILE HEELS l FOR' STORM DRAINAGE CONSTRUCTION. 3) SEE GEOTECHNICAL REPORT BY TERRACON DATED JUNE 13, 2005 FOR BORING INFORMATION. 5141.76 I I Z V = W II / U- �0 EXISTING 5141.76 II� \� 7Ir GRAPHIC i i INCH = 120 u cl ( 37+31.97 - , � � -i 5 " � � i i s t 42.30' LT 37+63.93 �� __ - -- Vh - - - - -- - — V -- 44.77' L7 5142.45 41.57 LT - - - --- - 1 V — 5142.26 - IV-- - -- TV �., — �q. T\��/------ IV - 1 �V TV TV - - - 0.56% - - Oy 514267'1 64y �\ - - — — — . - -- - -- `N - __ W 7Li- CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 -- - 37+01.62 31.00' LT 5142.73 ss 51 37+00 - y 37+3 t .97 v v W = — W1 - T%1/ 1�/ 37+01.62 -- --- v/ 37+63.99 37 00 LT 38.30 LT 37.57' LT 37+63.90 XISTING 5142.36 33.57 IT 5141.73 .i 5142.56 ( 5142.17 5142 26 T 37+31.94 34.30 LT - � 147.45 c� c -- - c c c <= c - - - - 5S rT Tr■Kill rTTrr-■7■-rT7■rr■r1r■■■■■sW-1r-■�/r■r■1r■r-r 38+00 PBS&J 4601 DTC BLVD SUITE 700 PW DENVER, COLORADO 80237 (303) 221-7275 DESIGNED BY: DRAWN BY: JAG JAG SCALE: DATE: AS SHOWN 05/09/06 APPROVED BY: DAL CHECKED BY: I DATE: No..12861 ZOO 7 s� 1 _---=_J�L�F� - 01 .... ._. \A/ _ .- IA/ 1Al 'glr Op . OF COLOaP . DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD ROADWAY PLAN AND PROFILE 27B OF 63 C -1 278 co cm V C -1 278 ' r m N El 4 SPRINGFIELD—RECREATIONAL CENTER Z � PLUG AND ? �- 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS B SS 8 SS 6 SS B SS 8 SS — EXIS EXISTING PIPE- PROTECT Fli ABANDONED11 3 12 -` PROTECTTIN — e w e•• w e^ w e" w s•• w e^ w s•• w e" w e~ w EXISTING PLACE - -- - --- - - - -- - HOLE - PIPE -_-_-- _zr-----_---=---------_ -- _ -- - -_-__ -_- TO MAN EXISTING 12" RCP �f L - EXISTING 12" RCP r■ w w a . ■ w ■ ■ ■ i w ■ mi ■ ■ f�EJET VENT F�IPES rT w_x ":7TTTTT ZTTw w =■-0TTT TTi"ITTTT7 TITi ! ■ ■ ■ f ■T"7 "TTi T"iTiTT _ — (/-) 28 _ 27 OOPROTECT IN ICE r _ r-rrR-�Ti--cr-■T �f�:r�r-rI� T� T — + ?S�—T T OO--P�20POSED 15`RCP T 14O + ® --�__Cu___ --- T- -- -.. T Z 2 T T T T T T T - -"— -- --IN - o, ti -`o - __..-. - - - - 0 , -T- —1 „T T 7 T T ST— J 8252 �� 6 - ST— 8253 REMOVE PROPOSED 18 RCP - 20 w NY-�QSE W 20 W 20 W _ 20 W 20 W 20 W 20 W 20 W 20 W 20 W 20 W -� 20 W 20 W EXISTING--20 W -- _20 W 20 W _ 20 W 20 W- _20_�✓ _ 20 W_- 20_W-- 2 0 STA. 31 +54.54 FO K cn - - -- + MH i F 3 - F0 - -- - -- 6a -- =�so w - sa W 60PI sa_w s°�r _ 6�W �D w sa_ ba wl -_s° w so W -_sa w - 60 W 60 V�j 0-- 60 W 60 W 60 W 60 W - �a- -- y0-III i� - QO W —60 W da W W ,fV �'y� i■= FO FO FO FO FO FO FO FO FO FO FO W 48" DIA. MH ' F° �— FO FO FO FO FO FO FO FO FO - FO FO FO F ) r d (Q - 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS -- 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS e 8 SS 8 SS 8 SS 8 SS IB SS 8 SS 6 SS 8 SS ^ ' TAFT HILL ROAD STA. 28+41.64 1 II l --- - -- -- - - --- MH 1E - - --- - - -- --------- 48" DIA. MH F— ITAFT HILL ROAD U) > -FORT COLLINS LOVELAND -- --- L1J / - - F - - - -- - -- - W w � 'MCi'"�� FO ,N� FO w F W FOW - wA7CD FO a �O F� FO FO-�FO F rn rPn 11 ----- w �� W F0 w - W - W W W W J ----- -W W W W/ - W-W - - -W - - - Y1 - - - 11 E-G W E G W F G 0 0 E E GE G F- _ �9 G E G E G E G G E G E G t-- G E G E G - FO FO FO FO FO FO FbFO - F0 j � U \ ---I \ o 1Ir F_ Fn i GRAPHIC SCALE Q T I 20 0 10 20 40 !4b RE aaa�ninmu�n��" DRAWING OF RECORD — — -- — � I � I, I I � I �pH��,f�ys DATE: SEPTEMBER 26, 2006 � �� ( IN FEET) \ 1 INCH = 40 ft. / _ :� 2502 Vr "M THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHAN rn I REFER TO SHEET 20 FOR POTHOLE INFORMATION. ,9. ; w= ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES AS WELL AS FIELD ALL WATERTIGHT JOINTS SHALL COMPLY WITH ASTM C663. �`F•• :�' SURVEY VERIFlCATION BY TST, INC. CONSULTING ENGINEERS. THESE RECORD DOCUMENTS SHOW CHANGES MADE DURING CONSTRUCTION. , N Al ST-1 -- -- --- 5151 5151 ---- — GRADE PRO OSED _ GRA E EXISTING — — — _ _ 5149 5149 --- — — 0Q 630 ?, PROP SED 5147 RAIGL- 5147 E — ��_ 0 RC CRETE JOINT 5145 FN SH ET 36 --- SE DETAIL 13�: N f» CO CRETE JOINT f 8 RC Q 5143 PyrITIll 5143 APPROl � SE DETAIL SANITA SEWER TOP OF EXISTING APPROXIMATE (n L'J _ SHEET 36 MANHOLE ~Q 60" WATER (NOT TOP OF EXISTING < _ 20 W __-- , 0 w - --- 20 W —__ 20 W POTHOLED) 20" WATER (NOT _ _ �C W -_ -- 6C W _ __C 60 W Ell W - 60 TJ -- - - - 60 J ZO 60 W - 60 W --Z� fi0 V - 20 _ - 20 w _ 20 w POTHOLED) 77 5141 20 W 60 5141 t° -- a- — ____ _ - 20 W — 20 W - --- ss 60 W 60 -- 60 W - _-7 N' 'LOW 20 60 W ��, 8 -�� — 20 _ ORW- 208w""- �� 6 —�R S� SS 60 — 8 SS EO 8 SS 1A J ,0 W 6) W W - - 8 ss — 8 ss 8 ss ss - 8 ss - 6 r - - as - —ass Sss 8ss —Fss - 8 S,o 5139 5139 ' ss — -- s F, ss — r L) 0 Le) 4PPROXIMATE Q 5137 Ln I Ln II I I lop SANITARY 5137 EXISTING Ln w II Z SCALE r7 I I HORZ: = d z VERT: 1 "=4' 31 +20 30+80 30+40 30+00 29+60 29+20 28+80 28+40 28+00 27+60 27+20 26+80 26+40 REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO A.L.M. A.L.M. SOUTH TAFT HILL ROAD 28 SCALE: DATE: CHECKED BY: DATE: STORM SEWER PLAN AND PROFILE ST-1 of ENGINEERING DIVISION t' °� Fart C� Ill1021�0000\dwg\000_storm. "=40 I JANUARY 2006 S,F.H./S.A.S. 63 c-1 278 co N �,♦ ' " 6.. w 6 " 6 w EXISTING FH / j �!� III III EXISTING CABLE TV AND I' EXISTING 24" RCP V - _-- - --- - `- _ `- - PROTECT IN 11 3 ^' TELEPHONE LINE TO BE TO BE REMOVED ( )� r � i r r rT r ■ rr r r,r r � r-■. .rrrrr r r ■ rr r ■ � krrr ,PLACE RELOCATED FROM STATION 1 rrrrrT rrxrrrrrr r ri r-i 6+00 25+00 23+50 TO STA 29+00' ri � i >w riT � rr� II TV 1TV EMOVE" m T T T T T T T T T T T - T fi -- T- T - T - T - 8254 T - T - � ---r - - T - T--EXISTING `. _ - ------ ----- -- 8259_TV_ _ TV _ TV TV --- --- ----- -- - _ TV TV --TV - TV TV TV TV TV -- TV 20 W 20 W 20 W-- 20 _W 20 W 20 W 20_W ___ _ ___ 20_ W __ -_ — _____ 20-w-- �� 20_ W_ 1 _- �26' W IPE - _ 7934 ,w _ _ _ 0 W 2 1N- ?_n w �W �. _-2,*,,,` __- _ � � -_.m._ 2q_ W M� " — .20 p 60. W 60 W _.60 W _ 60 W _ 60 W _ _ 60 W 60 W FO FO FO FO - _ 60 W — _ 60 W FO FO FO --I w - -— _ 60 W -- 60 .. iir-ram---ram-B� FO ---=FIFO FO FO — FO 8257 8291 --€�6'.Mr w 60 w - —60 W... _ 60--W_ -_ - FO FO FO- �1825r 60--W 60_ W _ 60. W ---_ - 60 W _ 60 yrc} y,/-- -g0 {µ_�} p M w N FO FO FO 00 a 0 _ 8256r — -FO - - - - - -- - - - 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS I 8 SS 8SS— 8SS O 1&: � 8&� 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS - -8 _sS 8_SS p 7935 C m 3+00 TAFf HILL ROAD 22+00 21 +00 _ oU o 000 N STA. 24+17.95 PROPOS D PROPOSED 36" RCP PROPOSED 36 RCP Q 48" MH 1D DIA. MH � to 18" RCP (A Cn 0 Q ~ i � -i STALp-. 23+34.97 (ST-1) cn (n STA. 25+72.15 = �I = STA. 10+00 (ST-1 A) FO COLLI L V N FORTCOLLINSLA - --- - - - -- - MH i C - -' co _ MH 1 B - - 4$" DIA•„ MH - - �- MH -- - - - - - --__-_-_---WATER IItSTRICT WATERLINE—__- wW w- w wW-w — - - -- w L j +++ =E*_- tea-"° ><�1 6 Fo - w Fo - �r - - -w - w w FO - - Fo DIA. wwww--W 5255 - z Z FO FO G G G FOG vn �— cn Z6 6 G F� G— FO FO FO FO FO FO C G G E FO G _ E E E— - E E E E E E E E E E \ !JIL_ Z Z O - WESTFIELD it I IMPERIAL ESTATE U � GRAPHIC SCALE Q 1 20 0 1 10 20 40 Q C DRAWING OF RECORD L `�urxnruurn�� EG s� o?puF U'90 DATE: SEPTEMBER 26 2006 O _�:��q,p'( �� 1I I NO1E: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE I I 1 I � 1 INc�H = 40 ft. REFER TO SHEET 20 FOR POTHOLE INFORMATION. ; y;� 2502 • �_ ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES AS WELL AS FIELD ALL WATERTIGHT JOINTS SHALL COMPLY WITH ASTM C663. ,��••.,� a �`" --�F�`S••N SURVEY VERIFICATION BY TST, INC. CONSULTING ENGINEERS. THESE RECORD DOCUMENTS ��`r` SHOW CHANGES MADE DURING CONSTRUCTION. 1 uinnnnaaa ST- 1 5147 EXISTING PROPOSED 5147 GRADE --_-- ----- WAT RTIGHT JOINTS WA ERTIGHT WA ERTIGH � -_ ----_ 5145 _ STA,23+23 97 _ JOINTS OLNTS ____ -------- 5145 -_ — — — — — S {, PROPOSED — — — — p — — — N �� 100—YR HGL 5143 Cfl 5143 O CONCRETE U. O JOINT rn CONCRETE JOIN 9 ° ~ ENCASE w ENT, ? a 1. ° — 13. F. 00 SEE DE 6L d `n EEADEMAINT HEET 36 ll — — 5141 F- w SHEETcr- a II APPROXIMATE -- .. ,- 5141 RGP ' Y 4y_ Q ?N> V� - =- _ TOP OF EXISTING 60" WATER NDT EN ASEMENT, EE DETAIL w z a V w r 1a °J a (yJ w O 0�---ip �1p �, POTHOLED) APPROX MATE SHEET 36 J w ro '70 cD U 0 W' ,n ~ » 36 RCP z0 �> TOP OF EXISTING a 3 II bj w nm n �' 0 5139 5139 — " WA ER NOT _ -_ _.- - _. J a Ss ---- _ POTHOL �= w D) ° O O �- II II m a SANITARY SEWER w n EX SA STING ITARY SEWER T s5 -- 8 �s -- g - - - --- �� SS ---- SS 8 0�� — BWSS = a� O r- Oc� C I°.,- M MANHOLE II m M HOLE _ 2 S��s C a -- O 5137 U cV_ w — a ` - 5137 t" _. r - 2 �> - - t»-- APPROXIMAT _ Q w 1 •.v !•' _ - F:n —��_ - r � Q os _ _ S -- 8 S TOP OF EXI 8" SANITARY I(NOT TING • w u 6° ' o w z� w -- 2c w �o w - 20 W - 20 8 —�W �` 20 W — _ °E� SEWER 5135 5135 v> r r - e� W - - - sn w - - sn e CO -- 6o w sow -- s w - -- POTHOLED Q �— ■A cr)�f t1/ • u/ r^ 9 _bpi w II N 5133 Lo II l`__ o + o + � I 5133 o cljII Z O v cv II N II 0 SCALE =Q� j Q j HORZ: "=40' �zz �� z U)E z VERT: 1"=4' 26+00 25+60 25+20 24+80 24+40 24+00 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 20+80 REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO DESIGNED BY: A.L.M. DRAWN BY: APPROVED BY: A.L.M. SOUTH TAFT HILL ROAD SHEET 29 SCALE: �t' or Fo�1 1"=40' DATE: CHECKED BY: DATE: JANUARY 2006 S.F.H./S.A.S. STORM SEWER PLAN AND PROFILE ST-1 of 6 3 ENGINEERING DIVISION cou;� K:\1021\0000\dwg\00E0_atprm.dr � n C -1 278 or r-+ I� I rn m T TV TV TV � TV ---- TV -- TV —Tvfj --r�--- ---------------------- - - TV ry _ EXISTING 24 RCP ._ T T_ r -- T -- _ T T T T T T T T _.. - 7V TV TV (TO BE REMOVED) —Tv' Tv ry Tv Tv ry rJ Tv Tv ry ry ry ry -2@ 30-W-24f W — �w - 20. N _ _ 2f1 W 2�W _ 20_W_ _- 20 W_- 20 W 2Il W �0 W 20 W 2U W ?li W 20 W 20 W - 2� W _ 20 Y� - -2(T'� GV N __... ®I l ■ M IoAN 0 El �, c> U, 1 ��'°U� 1ti� ASPEN -FORT COLLINS LIMITED�� Ge oo Et 8 0 T T T - T T T - - T -- - _T - _T - -T _ - T T_ T T T _ T T _ T_ T T T T T_ T 'i ? -EXISTING 15' TYPE R INLET _ - _ _ - - _ ,� �y 0 f TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV — TV TV TV TV TV TV TV ,TV TV TV TV TV - TV O 2G W -- ZO W ZO W - - - 20- -- -- - 20 W -- - �0 W -- - 20- W 20 W 20 -W 20 -w 20 W- 20 W —�-20 W- 20-W 20 W 2G W 20 W - 20 W 20- W - _ _ _ - - wo M W FO FO FO FO FO FO FO FO- FO FO - - - -- - - - - - - - - - - -- -_ ...-_- - - _ _ _ __ - - _ --_ - _ - — w -- _. - _ - -- - - - - - - - - -- - - - __ -- - - _. -- -- - -- -- - - - - - - - - -- -- W 0 W ` 1' m _ - - - - - - �6w - _ 60 W -- -- -- -60 W 60 W - - 60 W -- - 6U W -- _ 60 W - 6O W - _._ - -6O-Wr -- BR- - -601M- --- -50-W�- 60 W 50-+N -60 W_ 6 60 w w 0 ,l � Z F '' ^+ rr N u! 8 SS 8 SS B SS S 8 SS 8 SS B SS B SS 8 SS SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS�k 8 SS 8 S 8 SS 8 SS t j�,�,�' �1 W 8 SS 6 S� SS +00 13+0r 12+00 11 >' 77TCrIrrr rirrr11-Ir-rr-rrrir 7rlr7rr7-rrT:rr-rr7 rrrTrrr7rTrrl1-11W 7rrT<-WIT-111llfrrrrr7rlr_i;ilrlr:rTTlrrr�rr7rriCrrrLlrrCrr$ 1rrrTrrrrrrrr j 1+0 t rrrrrrrTfrrjrrr>rrr>trrrrr_rrzi�r>• ,RrrrrrT<riT rrrrrrii - 4^ RCP _� - -- #_ _,__- ,= - --. _ - = __ _ _ __ EXISTING 24' RCP _ - ess 10 Q -EXISTING 2 - - - - ---_---_� (n STA. 14+36.15 EXISTING MH - - \ \` _- __ - - - - __ - _ _ STEXI11+3STING MH STA. 10+00.0 ' LLJ TAFT HILL ROAD EXISTING MH m" F Z Ono SS MA, SS 8 S! JW W W W W W IU w = G W, a= G G G G E G G G G G EXISTING 10' TYPE R INLET O molo E E E E E E E E E E E E= E E E E E E E E \ �N Q - - - - 41*'� �� w 0 �bb IMPERIAL ESTATES s�'6 44 JL ��;>1 DRAWING OF RECORD �� U j NOTE: 'QC�otj DATE. SEPTEMBER 26.2006 THIS SHEET IS FOR REFERENCE ONLY. THE GRAPHIC SCALE � [ TTTII 1 INTENT IS TO ILLUSTRATE THE PROFILE OF NM THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE 20 0 10 20 40 EXISTING THE EXISTING 24" RCP STORM LINE. ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES AS WELL AS FIELD ❑ SURVEY VERIFICATION BY TST, INC. CONSULTING ENGINEERS. THESE RECORD DOCUMENTS REFER TO SHEET 20 FOR POTHOLE INFORMATION. 36" RCP SHOW CHANGES MADE DURING CONSTRUCTION. I I I II II II ALL WATERTIGHT JOINTS SHALL COMPLY WITH ASTM C663. ( IN FEET) II --- - 1 INCH = 40 ft I III II II ST-1 5139 5137 5135 ----- —_ 5133 5129 5127 5125 EVISIONS: 1.4 - _ —EXI 00 r7 N In II O 0cn O I — — — _ — PROPO D 100—YR HGL _- Ld J m N N N _ N Lr) +Lc) II O C II Z L.v co Z 1�Sel 5137 5135 5133 '--- --_ — --- — -- _ 5131 EXISTING - _ _ - _ L F SANITAFY SEWER -__-_ __ 2.ogcx --__-__ MANHOLE -__-- » 24—RO -- --_ ---_ 5129 APPROXIMATE II - TOP Of EXISTING 5127 20" a so"WA F (NOT tID Ln APPROMATE 13.POTHOLED 4600 - - � � TOP OF 8 SAN EXISTING ARY l _ u% A � _ s �� II SEWER NOT _ -____ _-24n D a IT \ \ _-I 1 5125 - w J- POTHOL D) w ---w-- c � II O � ss -- -- � ss SCALE __ _ w -- • dam" - - p ss - - HORZ : �_40' •� x -> Z w— w ft sS -- - VERT: 1 =4 p — 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 1 1 +60 1 1 +20 10+80 10+40 _�. � DATE: DESIGNED BY: (DRAWN BY: A.L.M. A.L.M. APPROVED BY: SOUTH TAFT HILL ROAD SHEET 31 CITY OF FORT COLLINS, COLORADO om SCALE: DATE: I CHECKED BY: DATE: STORM SEWER PLAN AND PROFILE ST-1 OF 6 3 ENGINEERING DIVISION LYt, or F_ K:\1021\0000\dwg\000_storm.dw9 1"=40' JANUARY 2006 w ^ S.F.H./S.A.S. C -1 278 ok- N3 �1v N 3 I lL w m V, x NOTES: � I 1. FOR MANHOLE 2A, PLACE FLAT -TOP p 3 I 3 >I of Q p `b LID DIRECTLY ON TOP OF PIPE. N 1 � 3 � [� � �Oui I � N o W REFER TO SHEET 20 FOR POTHOLE INFORMATION. Q a ALL WATERTIGHT JOINTS SHALL COMPLY WITH ASTM C663. 3 a ___I Ca_ o 514 .85 3 r J o Z STF 3� O r G ® �Q STA. 11+75.17 j 19" X 30" FES m as _ os M s [ - a E oz GRAPHIC SCALE �I 3 of d " - -� STRAW' M oz M OZ M Oz" \ " c ~ 5'4 L.F. T M� I REMOVE-8�f5--F. OF v� 1 Icg►�� 3 20 0 10 20 40 I BALE DIKE EXISTING 24" RCP AND ��r�" lc�. �I �I �� 0I - - - - - m J � V' w r_ REPLACE W/130.30 L.. o �- - o� --o � ( IN FEET) 1 INCH = 40 ft. N3 I ° " " � V �, OF 19 X 30 (RCP p�� N - �� - EXISTING 24 RCP T co r E o � 19" IIX 30" E CP - ,��-QD (TO BE REMOVED) ' 11 TP STMH -- ho ` STA. 11+45.59 a I t" EXISTING 10+45 co 10 00 5146. 6 rrI IF ,64 rrrr [ r 1 111. rrrrrr if11 r 1[ r r M m - - . -- 3 M MH 2A (60" OIA.) m I ; 24" RCP - _ _ - CP STMH M M SEE NOTE 1 w STA. 10+45.13 �? 1 7 1 JL SAWCUT AND REP E N 3 HA MONY ROAb I MH 1A-A Y, H I o a STA. 10+00 (ST-1A) RE��f EXISTING ASP LT c� REMOVE EXISTING MH r T 1 A 3 o w tTi STA. 23+34.97 (ST-1) a�� Qp00 , ��: �•�1,1 F yG•, �F'� GRAPHIC SCALE — ss s Ss 9 --+�-- a ss 8 ss — ►_ 3 3 AND REPLACE W/ iw o a I MH 1 B `az ; Cj;,w9 y=�- 20 0 t0 20 40 �'•, W„� = = ° - 72"� DIA. MH R M E OVEs oo� 60" DIAJ MH %�,q '0 = _ - ss s ss e EXISTING e 1 a g =As� 25 IN FEET) 3 o 3 " INNP N - _ PIPE 5147.1 STMH ` 1 INCH = 40 it� � 3 0o (�� f-.-� � ,j„il11 I% ,,,,,,,,,• — - - � � � o h rv``' m T 3 IN =®-- `'I °ice I DRAWING OF RECORD -k_ - w N it 1� V u DATE. SEPTEMBER 26 2006 -- {_-- m u w OD o I " �/l / �i i6 EaL THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE El\ n� - I q M r W ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES AS WELL AS FIELD SURVEY VERIFICATION BY TST, INC. CONSULTING ENGINEERS. THESE RECORD DOCUMENTS I / - ,�,� Lo im SHOW CHANGES MADE DURING CONSTRUCTION. ST-2 ST-1A EXIST NG PROPOSED 5155 5155 5147j",jrGRAD__/GRADE 5147 ENCASE M NT, 29.58 L.F. ' SEE DETj 4W IL 5153 0.61% 5153 5145 _ _ _ --- _- 100-Y ED HGL 5145 19" 30" E CP EXISTING PROPOSED GRAD GRADE 100 YR HGL 5151 -- - ----- - r-T IM 5151 5143 1.62/ 10 5143 -- _ ' 100•72 L. 1 �_ 44.87 L.F. 5149 \ IP.56% I 5149 5141 1 5141 _ - OPTIC I I--- I 2-2 FIBER 19 30 E37T CP 1 _ ---_-_ TOP = 514 .68 5147 24" CF - 5147 5139 (TO BE REL CATED) 5139 :Mi IIILCONCRETE JOINT RESIZE PEN RATION w o Z , w Co v, o M O ap ENCASEMENT, SEE DETAIL IN EXISTING MANHOLE AND m Q II � M O 5145 • qq SHEE 36 GROUT CLO ED 5145 5137 v w 3 II a u� ~ r 5137 qqJ r z O O Q Q D_ •_ 3 II . C? 0 5143 a o 00 5143 5135 5135 w� a o Q�ri a �� ct CKD _ � � otn -It� II z = `n wOLf7 00 co 5141 o0 + Lo o m + `- II II + II 5141 5133 `t �I CD II 5133 1:4-II xr-p �3 N� II z0 II z0 ��z 4tn Q� 0 z O SCALE 11 m� II :2V) w �» wiz Q> =cn HORZ: "=40' �zz z VERT: 1"=4' 11 +60 11 +20 10+80 10+40 10+00 10+40 10+00 REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO DESIGNED BY: BY: APPROVED BY: A.L.M. IDRAWN A.L.M. scAEDATE: CHECKED BDATE: SHEET SOUTH TAFT HILL ROAD 32 ENGINEERING DIVISION City of Forl Collins ��=ao' JANUARY 2006 S.F.H./S.A 1 I A S. I STORM SEWER PLAN AND PROFILE ST-1A of 6 3 K:\f021\0000\dwg\00 0_stprM.dw AND ST-2 �I"IA��II a �� mn"an�i� w w�ww�wis�•n Truncated Dome Warning Detection Plan Locations Truncated dome panels: 1-2'x2.5' Varies Varies 1-2'x2' Gutter :20 slope 1, 1:12 MAX Slope Apron 0 E Trucated Dome A = Warning Panel aLL Section A -A NTS Note: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. LEGEND: BOC- Back of curb It - Property Line PT - Point of Tangency Ramp Flare ; 0-cl Panels Panels, 5-6" BOC to walk w/ vertical curb ft g 1 5'-7" BOC to walk w/ drive over curb 4.5' Conc. Sidewalk i 6.011 Area to be lal t / R1E fL of Walk NTS fIL ine PT of Walk R19.5' Truncated some warning detection PT of curb return g 6. can Q A 1.5' 5' 1 1.5' RESIDENTIAL LOCAL STREET ACCESS RAMPS APPROVED: MRH 09/30/2004 Drawing No. REVISED: REVISED: Interim 1606(a) 6' 4 1 SIDEWALK SIDEWALK KAMN IYHE iA SECTION B—B PLAN Colorado Department of Transportation Computer File Information Standard Plan Revised Date: Comments: CURB RAMP S 4201 East Arkansas Avenue Path: www.dot.stataco.us/DevelopProjects/DesignSupport/MStandards/ Denver, Colorado 80222 Phone: (303) 757-9083 FAX: (303) 757-9820 Drawing File Name: 608010304.dwg Project Development Branch SRJ Acad Version: R14 scale: NA Units: English Issued By: Project Development Branch October 29, 2003 A a� 3BOC ries d< Ramp Flare 00�00000 ls°o<Panel;j °0 0°0°0 6° For C p rApron A t Case 1-Directional Ramps Gutter or Apron Varies Varies :20 Slope 1:12 MAX Slope Flare \ g� Ramp Varies 0 0 0 OcPanelsO 0 0 /00000000 Flare 0<Panels ° // v000 �o� o / Case 2-Non-Directional Ramps Case 3-Mid-Block RamDs Note: Itilt' t t Ramp Panel Width 1. Truncated dome warning panel: Width: Combinations: Install panels along with the concrete 4.5' 2'+2.5' pour for the ramp. The panel material 5.0' 2.5'+2.5' shall be "Cast In Tact Warning Panels" 6.0' 2'+2'+2' or an equivalent material that must 7.0' 2.5'+2'+2.5' be first approved by the City Engineer 8.0' 2'+2'+2'+2' prior to installation. The panel color Note: shall be red, no other color is approved. Truncated dome panels are Specifications for the panel and avaliable in 2'x2' sgares and ' 'lib ' ns a a Ion Ins ruc Ions wl a 2x2.5 rectangles. Combine "= Panels embedded in the provided upon request. the widths to fit the ramp. 3 concrete ramps 2. This drawing shows vertical curb. For Panels may be cut to no less aLL Drive Over Curb the warning detection than a 2'x1.5' size. t-Center line of ramp Section A -A (Center line of ramp) location shall be placed in the same NTS GENERAL NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL NOT BE STEEPER THAN 20:1. 3. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB TO BE INCLUDED IN THE COST OF THE CURB RAMP. 4. SIDEWALK RAMP 2A MAY BE USED IN MID —BLOCK. DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0� PBS&I 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 PW position 6" back from the Face of BOC -Back of Curb Curb or FOC -Face of Curb L-Flow line TRUNCATED DOME WARNING FOR ACCESS RAMPS APPROVED: MRH 09/30/2004 Drawing No. REVISED: Interim 1607(a) ISOMETRIC VIEW STANDARD PLAN NO. M-608-1 Sheet No. 3 of 4 DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERinED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: DETAILS DT A TT S NTS 05/09/06 1JP� lii1L EET 33 OF 63 C _1 278 co rn CY i V 5' 1'-6" 6" 1 1 /2"R. 4 1 /2' 2"R. T T 4 • (� .a Gutter edge may be tapered or battered. (Typical for all Curb & 01 n n • a • � a 07 & Gutter Types) ' a 10 3/8" CURB AND GUTTER TYPE 2 0 a 0 0. (SPECIAL 6' BIKEWAY) 10 DETAIL ^W` W L CO EDGE OF PAVEMENT 7 A 0 PLAN VIEW SECTION A -A 0 DRIVEWAY PAVING DETAIL PLAN VIEW r No a� T L 2" SECTIONA - A 2'-15' RADIUS (TYPJ 2"(MIN) ABC (CLASS 6) Curb & Gutter Type 2 (Section I8)- 4" Thick Concrete Median Cover Material (San Diego Buff Exposed Aggregate finish) SECTION B - B RAISED MEDIAN DETAIL DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0�� PBS&7 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq 1 1 /4" 9" (ZP:r.TIr)N1 R-R C 3/8" Rolled Steel Tread PI (diamond pattern) Dimension Variable I I I � C 41-011 Notes: PLAN VIEW 1. Length of steel plate varies. L= 1 1 /4" x 1 1 /4" x 1 1 /4" 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. ° With curb walk, cover plate extends from property line to top of walk face. 3" #4 Bar Welded at 12" on Nelson Standard Anchor (typical both sides) °I e 'M 5/8' Rolled Steel Tread Plate 112" x 1" Flat Head Mach. Screw Brass or Electro-gale. jfinish. Z17AAngle iron to be drilled and threaded to receive screw. e' Concrete to be drilled to allow screw (typical both sides). SECTION C-C COMBINATION CURB, GUTTER, AND SIDEWALK 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK DESIGNED BY: DRAWN BY: "APPROVED B' JAG JAG SCALE: DATE: CHECKED BY: NTS 05/09/06 DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DAL I SOUTH TAFT HILL ROAD IMPROVEMENTS DATE: DETAILS �c 00 OF EET 34 OF 63 C -1 278 c.� S: DETAIL Ib T LO io LO D 7 Ditch FloWine • i 10' 10, SIDEWALK TRANSITION " • , J SIDEWALK TRANSITION p 0 N D n p p im D o D D p p � D Sidewalk D p Dp 11 41, IRA,*. II g D 9 n p O n N p D � p o D D D p "Sid&walk p p p � D B t Y• Sod s t Sod A ` Top of Curb Street D PLAN VIEW 4' ON CURB TRANSITION 2.5' 4' VALLEY PAN CURB TRANSITION Normal 1-1/4" �Flowline , i 6"s R' SECTION A -A CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 A Top of Curb PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 PW 0 4:1 2.5' _ VALLEY PAN 1-1/4" • 6� SECTION B-B 1 1/4" 6" 7 1/4" •. v ..' t 1'-3 5/8" FL 2' 6' GUTTER VALLEY PAN _ — — — — — a M 1.0%_ n M SOD 4:1 SECTION C-C 5' TREAD PLATE SECTION D-D 10, VALLEY PAN v DITCH FLOWLINE DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNJDAGY: IDRAWNJBAG "APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: DETAILS NITS 05/09/06 1 1L 34B OF 63 C -1 278 Existing v ROW 5' Sidewalk 6' FL .2 6" Concrete I I Varies _ �o+ 1 Embankment in Place Topsoil Removal and Replacement 6" (See Special Provisions) Curb and Gutter —� Type 2 (Section IIB) 11' Rt Turn Lane 50' Existina ROW 6' 11' Bike Thru Lane Lane L-6.5" HBP 6.0" ABC (CLASS 6) 12.0" Fly Ash Treated Subgrade Section Line & S. Taft Hil] Road 77' Limits of HBP and Tackcoat 11' Lt Turn Lane 3.0' *Profile Grade 30' 12' Lt Turn Lane Crown Line Q -alb Varies 6' to 7' Painted Median Remove Existing Asphalt Pavement (5" to 9" Depth) Varies 8' to 8.4' Existing ROW 14' I Thru Lane I Curb and Gutter] Type 2 (Section lB) I Concrete Median ( over Material I M I I 6 Thick STA 20+50 TO 22+95 SOUTH TAFT HILL ROAD TYPICAL SECTION NO, 2 STA 19+35 to STA 21 +28 (STA 21 +28 TO 25+90 TRANSITION TO TYPICAL SECTION NO. 3) CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0�� PBS&I 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 6' Bike Lane 6' Bike Lane TYPICAL SECTION NOTES (� Place 4" of topsoil to this line after completion of paving 0 2% roadway slope (Typical). O Vertical alignment points. 2' Q Width varies. See roadway plan and profiles for additional information. �c Profile grade (shown on Plan and Profile sheet) is located along the section line. The crown line is at a different location (also shown on the plan sheets). Proposed grade shall be computed from Shoulder Backu the profile grade using the cross —slope and distance p Material (4" Thick) shown. ABC (Class 6) 2' STA 19+ 18 TO 20+00 2.5' \ Embankment in Place Curb and Gutter Type 2 (Section IIB) \ \ Embankment in Place 2.5" HBP Gradingg S (100) (PG 64-28) 4.0" HBP Grading SG (100) PG (58-28) (One Lift) 6.0" ABC (CLASS 6) 12" Fly Ash Treated Subgrade ASPHALT PAVEMENT DETAIL FULL DEPTH RECONSTRUCTION DESIGNED BY: DRAWN BY: JAG I JAG SCALE: DATE: 1"=10' 05/09/06 APPROVED BY: DAL CHECKED BY: I DATE: F ,,;,FESS/p\ n 7/�t�tooT x cnM. SlgrF of coy°�/ DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASEU UFUN I Fit KtI:UKU U"WINUZ), unRnur_ ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS TYPICAL SECTION EET 4 OF 63 C -1 278 0 1 C2 Y a 3 1 WALK I / I 8' TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES. CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40'-'% EXPANSION JOINT (TYP.) CONTROL JOINTS (TYP.) _ f TOOL �OINT AT 10 O.C. DOWELL IF COLD JOINT PLAN VIEW 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) d 4 a'. - a. - a .:. . , d , d 8" MIN. FOR RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN + 1/2" FOR COLLECTOR & ARTERIALS. SECTION A -A NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS S V-6" JOINT PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH FT. COLLM DEPTH OF INVERT d Arterial 10' 7/8" Collector 8' Local 6' >E >E 1 1 /2" *-* 8" MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. I SECTION CR Tim OUT FALL CURB & GUTTER MEDIA REVISIONS: DATE: N (ISLAND CURBS TYPE 2 (SECTION IB) CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) P.C. THICKENED ASPHALT THICKENED ASPHALT CROSSPAN CURB, GUTTER AND WALK P.C. T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN 0 PAVING DETAIL (CROSSP VERTICAL CURB AND GUTTER TYPE 2 (SECTION IIB) PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 tyo 0 0 (303) 221-7275 FMI ED BY: DRAWN BY: JAG JAG DATE: NTS 05/09/06 3 to curb 1 /4" per foot. NOTE; Construct sidewalk with joints at 10' intervals and aligned with scoring on curb. ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL R 1/8" 1/4 SLABTHICKNESS 1/4 I 6 WEAKENED PLANE JOINT V min. (F.C.) 3/8" Expansion Joint material R 1 /4" 11 /4" J 1/2" n da INSTALL WHEN POURING ADJACENT TO VAULTS OR OTHER EXISTING STRUCTURES EXPANSION JOINT SIDEWALK DETAIL DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS CHECKED BY: I DATE: DETAILS Thick 35 OF 63 C -1 278 co ti f ; PLACE CONCRETE JOINT ENCASEMENTS ON ALL STORM SEWER JOINTS 10EITHER SIDE OF WATERMAIN 3"MIN. (TYP) VISIONS: MINIMUM 3000 PSI VIBRATED IN PLACE 1.5' MIN. 10, MIN, 1 6" PIPE O.D. 6" WATER LINE 10' MIN. 3"MIN. (TYP) 1 SEE BAR SIZING AND LOCATION TABLE PIPE I.D. NO, OF LONGITUDINAL BARS AND LOCATION 15 IN. 8 - NO, 4 BARS 3 EACH SIDE 18 IN. 8 - NO. 4 BARS 3 EACH SIDE 21 IN. 12 - NO. 4 BARS 4 EACH SIDE 24 IN. 12 - NO. 4 BARS 4 EACH SIDE 27 IN. 12 - NO. 4 BARS 4 EACH SIDE 30 IN. 12 - NO. 4 BARS 4 EACH SIDE 33 IN. 12 - NO. 4 BARS 4 EACH SIDE 36 IN. 16 - NO. 4 BARS 5 EACH SIDE STORM LINE 12"12" MIN r MIN. MIN. STORM SEWER JOINT ENCASEMENT N. T.S. DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FINISHED GRADE 16" MAX. iX 2 R t , I� 28" MANHOLE RUNGS 12" O.C. CONCRETE ENCASEMENT SHIMS GROUTED L_ ASTM C-478 ECCENTRIC CONE PRE -FORMED bLASTIC GASKET ~ ASTM C-478 SEE NOTE MANHOLE SECTIONS Y, 18 GROUT BASE TO BARREL SLOPE MAX. SECTION ON INSIDE 1 "/FT. • — ~ PRE -FORMED PLASTIC GASKET 2" •. 8" MIN ' ♦ CAST —IN —PLACE CONCRETE BASE SLOPE 2" MIN. 1 "/FT. 6" • 8" MIN T I POURED INVERT PRECAST MANHOLE BASE ALTERNATE BASE NOTE: MINIMUM INSIDE DIAMETER OF PIPE MANHOLE SHALL BE AS FOLLOWS: MIN, MANHOLE PIPE SIZE DIAMETER 24" OR LESS 48" 27" TO 42" 60" OVER 42" 72" STORM SEWER STANDARD MANHOLE D-3 DESIGNED BY: BY: "APPROVED BY: A.L.M. IDRAWN A.L.M. SCALE: DATE: CHECKED BY: DATE: K:\1021\0000\dwa\000_storm,dwg A 1"=40' I JANUARY 2006 ^ S.F.H./S.A.S. 5' MAX. 16" MAX. 28" MAX. � I a• CONCRETE ENCASEMENT SHIMS GROUTED FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 PRE -FORMED PLASTIC GASKET MANHOLE RUNGS 12" O.C. AS NEEDED • SEE TABLE 1 y 12" SLOPE 18' MAX. 2 ' 1' /FT. „ ,r 8" GROUT BASE TO GONE ON INSIDE NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP SECTION SHALL HAVE CONCENTRIC OPENING. ASfM C-478 MANHOLE SECTION PRE -FORMED PLASTIC GASKET CAST -IN -PLACE CONCRETE BASE MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: MIN. MANHOLE PIPE SIZE DIAMETER 15" OR LESS 48" 18" TO 30" 60" OVER 30" 72" SLOPE 2" MIN. 1"/FT. y. 4 6" 8" MIN. POURED INVERT PRECAST MANHOLE BASE ALTERNATE BASE STORM SEWER FLAT -TOP MANHOLE D-5 SOUTH TAFT HILL ROAD DETAILS €0� ' �q "D. 1I 36 OF 63 n N ►E 278 00 ry Proposed (Maximum) 36" Storm S: DATE: 5' *Temporary Striping, Double Yellow a Sidewalki Parkway Sidewalk Parkway FL 11' (Min) Lane I I Phase I Construction 11' (Mir Lane Section Line & Q S. Taft Hill Road 24' 7' hase II Construction SOUTH TAFT HILL ROAD PHASE II CONSTRUCTION Section Line & �_ S. Taft Hill Road Maintain Traffic on Exist (Minimum Two 12' Lanes) Channelizing Device 11 5' SOUTH TAFT HILL ROAD CONSTRUCTION PHASING THIS CONSTRUCTION PHASING PLAN IS TO BE USED AS A GUIDELINE FOR THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT THEIR OWN DETAILED TRAFFIC CONTROL PLAN FOR APPROVAL BY THE CITY. THE SUBMITTAL SHALL BE MADE AT LEAST TWO WEEKS BEFORE ANTICIPATED IMPLEMENTATION OF ANY ELEMENT OF THE PLAN. ADJUSTMENTS TO THE APPROVED PLAN MAY BE REQUIRED BY THE OWNER BASED ON ACTUAL TRAFFIC OPERATION. REFER TO THE PROJECT SPECIFICATIONS AND SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. PHASE MAINTAIN TRAFFIC ON EXISTING PAVEMENT. CONSTRUCT WEST SIDE CURB & GUTTER, PLUS 18 FEET OF PROPOSED TAFT HILL ROAD HOT MIX ASPHALT. OTHER PHASE I WORK ITEMS INCLUDE; PROPOSED TRAFFIC SIGNAL (BY CITY FORCES) AND TAFT HILL ROAD WIDENING SOUTH OF CR-38E (HARMONY ROAD). CONSTRUCT WEST HALF OF — — — _ ROADWAY. Temporary Striping, Temporary Widening Double Yellow HBP (Patching (ASPH) Removal of 3" Depth (Minimum) Existing Striping Contractor to Maintain (Grinding) Condition as necessary SOUTH TAFT HILL ROAD PHASE I CONSTRUCTION CONSTRUCT PROPOSED STORM SEWER BETWEEN STA 24+06 AND STA 31+43, STORM SEWER IS LOCATED UNDER SIDEWALK ALONG WEST SIDE AND TWO WAY TRAFFIC SHALL BE MAINTAINED. BETWEEN STA 31+70 AND STA 37+27, STORM SEWER IS LOCATED UNDER EXISTING ROADWAY AND A SHORT DURATION ROAD CLOSURE IS ALLOWED. SEE PROJECT SPECIFICATIONS FOR REQUIREMENTS. PHASE II MAINTAIN TRAFFIC ON NEW TAFT HILL ROAD PAVEMENT CONSTRUCTED DURING PHASE I. CONSTRUCT STORM SEWER AND REMAINDER OF PROPOSED TAFT HILL ROAD HOT MIX ASPHALT, 24 FEET WIDE. OTHER PHASE I WORK ITEMS INCLUDES; REMOVAL OF EXISTING ASPHALT PAVEMENT AND FINAL SIGNING AND STRIPING (BY CITY FORCES). PHASE III MAINTAIN TWO WAY TRAFFIC ON PREVIOUSLY COMPLETED CONSTRUCTION. MISCELLANEOUS CONSTRUCTION INCLUDES; FINAL HMA PAVING (TOP LIFT), ASPHALT MILLING AND OVERLAY OF CR-38E (HARMONY ROAD) INTERSECTION, PLACEMENT OF TOPSOIL, MODIFICATION OF IRRIGATION SYSTEMS, ADJUST VALVES/MANHOLES, AND FINAL DRIVEWAY/INTERSECTION PAVING. *CONTRACTOR SHALL PLACE TEMPORARY STRIPING ON FINAL HBP FOR PHASE II CONSTRUCTION. FOLLOWING COMPLETION OF THE WORK REMOVE EXISTING STRIPING AND FOG SEAL PRIOR TO OPENING FOR FINAL TRAFFIC CONDITIONS. A DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. "DESIGNED BY: DRAWN BY: "APPROVED BY: jp CITY OF FORT COLLINS PBS&J WJAG JAG DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 FORT COLLINS, COLORADO DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: CONSTRUCTION PHASING (970) 221-6605 ! o� (303) 221-7275 1 =1 0 05/09/06 ^ OF 63 C -1 278 ca N e-� t.3 tI _ - - - p EXTENT OF TURF I // r JJ S COUNTRY STORE I _ IRRIGATED TALL FESCUE SEED TYP. PROPOSED EXISTING SIGN I II II II SEE SEED MIX CONCRETE PAN II II I F,I I \ \ 4-PN II II II II i I = 3-FPM IRRIGATED TALL ll II / I I . !y SIDEWALK FESCUE EDrvP. SEE SEED MIX a = 3 FPM I 00 I� to M 1. m I �Cl () ------` o -I - - -- .. , - - -- �� - - - 0U I I I ♦ SIDEWALK W I _ SIDEWALK I � U) L - - - -_ - ! EXISTING j Q i ROW PAVING iJ) I(D E_J I �D- - - ---- -------------------------- ------------------------------------- � I -- 1T-- -- _— J in t7 SOUTH TAFT HILL ROAD Is I I _ Io I^ I ) - - I I I = P I I II O / \ n l tjl \\ O r_J I II�o 'I`�� i� IIac;��5,�,� _+ - -1I----------- ff11II I- — — -- — ...-- '' _ II DO NOT CUT LEADER 2 STRAND 12 GAUGE GAL. WIRE d--- GROMMETED NYLON STRAPS 6' STEEL T-POSTS DRIVEN (MIN_ 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE OF PLANTING PIT BEFORE BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT 4" WATER SAUCER _ (OMIT IN LAWN AREAS) I IT -I SCARIFY SIDES OF PLANTING PIT SPECIFIED PLANTING MIX WATER TO SETTLE AND REMOVE AIR POCKETS - DO NOT COMPACT SOIL U TREE PLANTING 2 X BALL DIA. SPECIFIED MULCH REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK SET ROOT BALL ON UNDISTURBED SOIL • GUYING PLAN 2 STRAND 12 GAUGE GAL. WIRE 8 GROMMETED NYLON STRAPS 6' STEEL T-POSTS DRIVEN (MIN. 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE ROOTBALL SCARIFY SIDES OF PLANTING PIT SPECIFIED PLANTING MIX WATER WATER TO SETTLE AND REMOVE AIR POCKETS - DO NOT COMPACT SOIL R� CONIFER TREE PLANTING v / .r..•rT ,.—., 120° PLANT $O THAT TOP OF ROOT BALL IS 2" HIGHER THAN FINISHED GRADE SPECIFIED MULCH REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK SET ROOT BALL ON UNDISTURBED SOIL PLANT LIST TALL FESCUE SEED MIX KEY BOTANICAL NAME DECIDUOUS TREES FPM Fraxlnus pennsylvantca'Marshall' EVERGREEN TREES PN Plnus nigra PLANT NOTES COMMON NAME SIZE NOTES QTY Marshall's Ash 2" cal B+B 6 Austrian Pine 6' High B+B 4 1. SEE PLANTING DETAILS FOR PLANTING METHODS. 2_ THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS APPARENT THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 3. IG CONFLICT ARISES BETWEEN SIZE OF AREA AND PLANTS, CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICT KNOWN TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 4. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OF TREES AND PLANTS INSTALLED ON GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ADJUST SPACING (TO "EQUAL -EQUAL") AS NECESSARY, SUBJECT TO ACCEPTANCE BY THE LANDSCAPE ARCHITECT. 5. WHERE PROVIDED, AREA TAKE -OFFS AND PLANT QUANTITY ESTIMATES IN PLANT LIST ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE TO DO THEIR OWN QUANTITY TAKE -OFFS FOR ALL PLANT MATERIALS AND SIZES SHOWN ON PLANS. IN CASE OF ANY DISCREPANCIES, PLANS TAKE PRECEDENCE OVER CALL -OUTS AND/OR PLANT LIST. 6. THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY SCHEDULING AND OTHER PRECAUTIONS TO AVOID WINTER, CLIMATIC, OR OTHER DAMAGE TO PLANTS. A "PLANTING WINDOW" OF SPECIFIC CALENDAR DAYS IS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL AND PLANTING OPERATIONS SHOULD OCCUR PER THE APPROVED SCHEDULE. 7. Ai.L PLANT MATERIAL SHALL MEET SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) FOR NUMBER ONE GRADE_ ALL TREES SHALL BE BALLED AND BURLAPPED OR EQUIVALENT. B. AI-L TREES AND SHRUBS SHALL BE AT LEAST 4 FEET AWAY FORM BUILDING FOUNDATIONS AND CURBS ALONG STREETS AND PARKING LOTS. 9. TREES SHALL NOT BE PLANTED CLOSER THAN 4 FEET TO ANY GAS OR ELECTRIC LINE AND NO CLOSER THAT 10 FEET TO ANY WATER OR SEWER LINE. TREE PLANTING SHALL BE COORDINATED WITH PUBLIC SERVICE COMPANY. A HORIZONTAL DISTANCE OF 40 FEET BETWEEN STREET TREES AND STREET LIGHTS AND 15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS SHALL BE MAINTAINED. SHRUBS ARE NOT TO BE PLANTED WITHIN 4 FEET OF ANY WATER OR SEWER MAINS. PLANT MATERIAL SHALL BE ADJUSTED IN THE FIELD TO MAINTAIN THE ABOVE CLEARANCES. 10_ A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE PLANTED ON CITY RIGHT-OF-WAY. GENERAL NOTES Species Recommended Lb. PLS/ Acre Percent of Mix Mixed Lb. PLS/Acre Grande II Tall Fescue 250 50% 125.0 Regiment II / SR8600 Tell Fescue 250 45% 112.5 Ulysses Kentucky Bluegrass 250 5% 12.5 100% Total 250.0 DRYLAND SEED MIX (NON -IRRIGATED AREAS) Species Preferred Varieties Recommended Lb. PLS/ Acre Percent of Mix Mixed Lb. PLS/Acre Sand Bluestem Garden Co. 130 10% 13 Slender Wheatgrass 9 Pryor 130 30% 39 Canby Bluegrass Canbar 130 10% 13 Western Wheatgrass Barton 130 25% 32.5 Swhchgrass Blackwell 130 25% 32.5 100% Total 130.0 PLANT LEGEND DECIDUOUS TREES y0r�, i • 7, EVERGREEN TREES IRRIGATED TALL FESCUE SEED NORTH Fl=F=9 0 10 20 40 SCALE: 1" = 20' FF2ipI ASSOCIATES, WC. Landscape Archft cum U,Cen Design Planning 401 West Mountain Avenue Suite 201 Fort Collins, CO 80521 (970)224-5828 (970) 224-1662 (fax) OWNER City of Fort Collins 281 North College Avenue Fort Collins, CO 80521 (970)221-6605 E N G I N E E R PBS6J 4601 DTC Boulevard, Suite 700 Denver, CO 80237 (303)221-7275 Fax.(303) 221- 7276 O Q Q 00 0 J U J I LLII� Q Z I_j 0 L r0 O V! LL LAN E:3SCAPE PLAN DATE 3110106 JOB NO. 04-056 DRAWN LH LR REVISED 1. REFER TO CIVIL ENGINEERING PLANS FOR GRADING, SIDEWALKS AND UTILITIES_ C-1 278 1 39 63 II I r--i C.3 INSTALLATION GENERAL NOTES I. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 60 PSI AT A MINIMUM DISCHARGE OF 10 GPM AT THE 3/4-INCH POINT -OF -CONNECTION lPO.G.). VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 1. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF 8. DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: B. FOUR (4) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. C. TWO (2) RAIN BIRD 55K-1 QUICK COUPLING KEYS, EACH WITH ATTACHED RAIN BIRD SH-I SWIVEL HOSE ELL FOR OPERATION OF THE QUICK COUPLING VALVES SHOWN ON THE DRAWINGS. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED REQUIRES HORIZONTAL BORINC% BY THE IRRIGATION CONTRACTOR. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. ARCHITECTURAL FEATURES. II. INSTALL TWO (2) 014 AWS CONTROL WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. AS SPARES IN CASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. IRRIGATION LEGEND SLEEVING: CLASS 200 PVC PIPE MAINLINE PIPE: CLASS 200 PVC (I -INCH SIZE UNLESS OTHERWISE NOTED) LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC (I -INCH SIZE UNLESS OTHERWISE NOTED) UNCONNECTED PIPE CROSSING �i POINT -OF -CONNECTION (P.O.C.) ASSEMBLY ❑u WATER METER ASSEMBLY - N.I.G. 8 BACKFLOW PREVENTION ASSEMBLY N ISOLATION GATE VALVE ASSEMBLY G QUICK COUPLING VALVE ASSEMBLY 0 REMOTE CONTROL VALVE ASSEMBLY • e e POP-UP SPRAY SPRINKLER: RAIN BIRD I800-PRS-SAM W/ 15 SERIES NOZZLES. PRESSURE: 30 PSI, RADIUS: 15 FT. FLOW (GPM): Q - 0.S3 H - 1.85 F - 3.10 gee POP-UP SPRAY SPRINKLER: RAIN BIRD 1800-PRS-SAM W/ 10 SERIES NOZZLES PRESSURE: 30 PSI. RADIUS: 10 FT. FLOW (GPM). Q - 039 H - C.19 F - 1.60 AAA POP-UP SPRAY SPRINKLER: RAIN BIRD 1800-PRS-SAM W/ 8 SERIES NOZZLES PRESSURE: 30 PSI, RADIUS: 8 FT. FLOW (GPM): Q - 025 H - 0.50 F - 1.0 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1800-PRS-SAM W/ EST AND SST NOZZLES PRESSURE: 30 PSI RADIUS: 4 FT, X 15 FT. FLOW (GPM): EST - 0bl SST - 121 GPM POP-UP ROTOR SPRINKLER: HUNTER 1-20 ADS PRESSURE: 50 PSI 20 2.OLA NOZZLE RADIUS: 28' FLOW: 2.1 GPM ❑zs 2.5LA NOZZLE RADIUS: 33' FLOW: 2.8 GPM 0 3.5LA NOZZLE RADIUS: 35' FLOW: 3.5 GPM 4s 4.5LA NOZZLE RADIUS: 31' FLOW: 4.4 GPM AA IRRIGATION CONTROLLER UNIT: CONTROLLER A: RAIN BIRD ESP-24MCi 19 STA. USED T ICATES FLOW (GPM) Al ICATES CONTROLLER AND STATION NUMBER ICATES VALVE SIZE (IN.) FLAG NOTES CTHE IRRIGATION SYSTEM POINT -OF -CONNECTION SHALL BE 9 DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER, INSTALLED BY OTHERS, AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY. INSTALL IRRIGATION COMPONENT WITHIN OLANDSCAPED AREA. ELECTRICAL SERVICE TO CONTROLLER SHALL BE COORDINATED ON -SITE FROM NEAREST 120 vAC POWER SOURCE. ROUTE NON -SWITCHED SERVICE TO CONTROLLER ENS-HEiH±aE PER NES AH9i=H6i4t Se9E RESbIIREMEH*6 HIMS IRR/GA�ATER 17ON CONSULTANTS, INC. SYSTEM DESTGN ANDMANAGEMENT SERVTCES 344 E. FOOTHILLS PARKWAY, SUITE 1-W FORT COLLINS, COLORADO 80525 Telephone: 970.282.1800 Fox: 970.226.4662 VFRipley ASSOCIATES, INC. "nde e" Archltec m Urban Dmgn PlanMng 401 West Mountain Avenue Suite 201 Fort Collins, CO 80521 (970)224-5828 (970) 224-1662 (fax) O W N E R City of Fort Collins 281 North College Avenue Fort Collins, CO 80521 City, State Zip (970) 221- 6605 F N G I N F FF R PBS&J 4601 DTC Boulevard, Suite 700 Denver, CO 80237 (303)221-7275 Fax:(303) 221- 7276 IRRIGATION PLAN DATE aiu, JOB NO. 04-0 DRAWN JRH nucnvcn EP REVISED IR1 40 o-rW v EXPANDED METAL ENCLOSURE: STRONGBOX 55BC-30AL OR GUARDSHACK G5-2 REDUCED PRESSURE BACKFLOW PREVENTER: FEBCO MODEL 825YA (3/4- INCH SIZE) BRASS UNION 3/4-INCH MALE ADAPTER WITH PVC CAP I -INCH TYPE L COPPER FINISH GRADE 6-INC44 CONCRETE PAD, b-INCHES LARGER THAN ENCLOSURE (EACH SIDE) SCH 40 PVC MAINLINE TO MASTER VALVE I -INCH SCH 40 PVC MALE ADAPTER COPPER FEMALE ADAPTER I -INCH TYPE K COPPER NOTES: FROM METER I. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 2. SLOPE TOP SURFACE OF PAD AT 0.5 % WITH BROOM FINISH. MAKE PIPE SLEEVES WITH 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. 4. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. BACKFLOW ASSEMBLY PREVENTER H GRADE/TOP OF MULCH '-UP SPRAY SPRINKLER qCH MALE NPT x AW NCH BARB _BOW: RAIN BIRD MODEL SBE-050 PVC LATERAL PIPE SCH. 40 TEE OR EL ION PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 VALVE BOX WITH COVER: ARMOR 10-INCH ROUND: 181104 FINISH GRADE 4-INC4 PVC CL 200 PIPE (LENGTH AS REQUIRED 3-INCH MINIMUM DEPTH OF 3/4-INC44 WASHED GRAVEL —BRICK (I OF 2) 4TE VALVE: HAMMOND ell (SIZED TO MATCH MAINLINE) PVC MAINLINE PVC SCH. 40 MALE ADAPTER NOTES: I. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, ISOLATION GATE VALVE ASSEMBLY FINISH GRADE/TOP OF MULCH POP-UP ROTOR SPRINKLER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 EL PVC SCH 40 STREET EL PVC LATERAL PIPE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) VALVE BOX WITH COVER: ARMOR 10-INCH ROUND: 181104 FINISH GRADE QUICK COUPLING VALVE: RAIN BIRD 3RC STAINLESS STEEL WORMGEARS (1 OF 2) 2"x2"44" REDWOOD STAKE 3-INCH DEPTH OF 3/4-INCH 500 0 o bOo b o WASHED GRAVEL o Oo 0 000 o BRICK (1 OF 2) SCH 80 PVC NIPPLE, TOE (LENGTH VARIES) PRE -FABRICATED SWING JOINT: LASCO NO. G131-208 PVC MAINLINE PIPE SCH 40 PVC TEE OR EL WITH FPT OUTLET QUICK COUPLING VALVE ASSEMBLY FIN. GIRD. MAINLINE, LATERAL,4 LATERAL 24-V WIRE PIPE Ii L.MAR LENGTH UP WIM, LED PROOF CONNECTION (I OF 2) Y ID TAG BOX UTH COVER: AR'IOR STANDARD IX, n0I0b E CONTROL VALVE: 4 BIRD MIS SERIES ED AS SHOIIN ON DRAWINGS) GRADE/TOP OF MULCH BALL VALVE SOW 40 EL 7K (1 OF 4) SCH SO PIPE LENGTH AS REQUIRED) : MANL1E : SCH 40 TEE OR EL )P I' OF 2 SPARE WIRES IN VAVLE BOX CH 40 MALE ADAPTER .,-,..CH MNAAIM DEPTH OF 314-INCH WASHED GRAVEL REMOTE CONTROL VALVE ASSEMBLY PIPE AND WIRE �CONC. SLAB SLEEVING d. 4 .a .. a 4 NOTES: I. SLEEVE ALL PIPE AND WIRE SEPARATELY. 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. "SNAKE" UNSLEEVED PLASTIC PIPE IN TRENCH. PROVIDE A MIN. 24' OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES. 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. 4" PIPE )RING EXCAVATED MATERIAL •• SLEEV SLEEVE ,I'..c';';.` BEDDING 4 COVER MATERIAL R .. F "' F2i play ASSOCIATES. INC. L arMeeape Arcn,tecWn Urbrl D.Nyn gennMp 401 West Mountain Avenue Suite 201 Fort Collins, CO 80521 (970)224-5828 (970) 224-1662 (fax) OWNER City of Fort Collins 281 North College Avenue Fort Collins, CO 80521 City, State Zip (970) 221- 6605 E N G I N E E R PBS&J 4601 DTC Boulevard, Suite 700 Denver, CO 80237 (303)221-7275 Fax:(303) 221- 7276 0 Q ° 4-INCH POP-UP SPRAY SPRINKLER 6 4-INCH POP-UP GEAR -DRIVEN 7 TYPICAL TRENCHING DETAIL 0 0 ASSEMBLY ROTOR ASSEMBLY �0 J J J CONTROLLER: RAM BIRD ESP -MC PEDESTAL MOUNT L� I LL RAN BIRD PED-DDI& CONTROLLER PEDESTAL FOR L� ESP -MC CONTROLLER SERIES I Z 24' X 10' X 16" CONCRETE FOOTING FOR PED- ESTAL ASSEMBLY, ROUTE 120V AC ELECTRICAL J POWER COMMON AND CONTROL WIRES THROUGH 0 CONDUIT AS SHOLLN FINISH GRADE NUN 0 LL N 0 LL CONTROL WIRES TO ELECTRICAL VALVES % BARE COPPER GROUNDING WIRE TO BRONZE CLAMP COPPER CLAD GROUNDING ROD (5/8" X 89 PAIGE ELECTRIC PART 4U95ER 02001. I. ALL ELECTRICAL WORE: rPJDT CX,1*-L 'q9 10 LOCAL CODER. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALL GROUNDING ROD AT LEAST 10' PROM CONTROLLER FOR SURGE PROTECTION, 3. UTILIZE PAIGE ELECTRIC "ONE-SHOT" WELDING KIT, PART NUMBER 1920031. i PEDESTAL CONTROLLER DETAIL NINES IRRIGATION CONSULTANTS, INC. BYSTEIN DESIGN 344 E. FOOTHILLS PARKWAY. SUITE 1-W FORT COLLINS, COLORADO 80525 Telephone: 970.282.1800 Fox: 970.226.4662 RF2IGATION EDETAI LS DATE 3/10/06 JOB NO. 04-056 DRAWN JRH CHECKED EP REVISED I R2 wA �i1 1 V S: 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 —50 —50 u _ 16+00 —50 u -- 15+50 —50 u 15+00 0 14+75 DESIGNED BY: BY: APPROVED BY: PBS&J JAG IDRAWN JAG DAL 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: (303) 221-7275 mp A 1 =20 I 05/09/06 5160 5156 5152 5148 5144 5140 i160 056 i 152 5148 5144 5140 5160 5156 5152 5148 5144 5140 )0 5160 5156 5152 5148 5144 5140 )0 �y A nw owl 7/LI�� cnf. �u OF COIcaP�/ DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 42 OF 63 C -1 271 co N a 5160 5156 5152 5148 5144 5140 -100 5160 5156 5152 5148 5144 5140 -100 5160 5156 5152 5148 5144 5140 -100 5160 5156 5152 5148 5144 5140 -100 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605ititv0; Eon -50 0 17+28 (DRIVEWAY LEFT, TARANOW) 50 -50 0 50 17+00 -50 0 50 16+50 -50 0 16+34 (DRIVEWAY LEFT, CROMER) PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw 111 DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1"=20' 05/09/06 5160 5156 5152 5148 5144 5140 5160 5156 5152 5148 5144 5140 5160 5156 5152 5148 5144 5140 iu0 5160 5156 5152 5148 5144 5140 iu0 N& tee, ; -1/41mn0 \rR OF OC LO�PO/ DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 43 OF 63 C -1 278 QD IV 1 v EVISIONS: 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 —100 5160 5156 5152 5148 5144 5140 —100 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 —50 0 50 19+00 —50 —50 —50 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw 0 18+50 Al 18+00 0 17+50 DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1',=20' 105/09/06 _ 50 50 50 5160 5156 5152 5148 5144 5140 100 5160 5156 5152 5148 5144 5140 100 5160 5156 5152 5148 5144 !•10%, MI 5160 5156 5152 5148 5144 5140 100 a� -OF DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 44 OF 63 G -1 278 co M Existing ROW 50' Existina ROW 5' 8' FL 6' Sidewalkj Parkway I Bike Lonel Lane Varies 6" Concrete Removal and Replacement of Topsoil (6") (See Special Provisions) M Section Line & CE S. Taft Hill Road 30' Existinq ROW 42' Limits of HBP and Tackcoat 14' 11' 6` Painted Median/ Lane Shoulder Lt Turn Lane 6' 1 Crown Line Profile's` 2' Grade Remove Existing Asphalt Pavement 6.5" HBP (5" to 9" Depth) L6.0" ABC (CLASS 6) 12.0" Fly Ash Treated Subgrade Curb and Gutter Tye 2 (Special 6' Bikeway See Details SOUTH TAFT HILL ROAD TYPICAL SECTION NO. 3 STA 25+90 to STA 33+45 (STA 33+45 TO 37+35 TRANSITION TO END CONSTRUCTION, SEE PLANS) (STA 37+35 TO 39+30 WIDENING RIGHT SIDE, SEE PLANS) Existing ROW Slope Away from Roadway Shoulder Backup Material (4" Thick) ABC (Class 6) TYPICAL SECTION NOTES QS Place 4" of topsoil to this line after �! completion of paving 0 2% roadway slope (Typical). Vertical alignment points. Q Widths vary. See roadway plan and profiles for additional information. �c Profile grade (shown on Ptah and Profile sheet) is located along the section line. The crown line is at a different location (also shown on the plan sheets). Proposed grade shall be computed from the profile grade using the cross —slope and distance shown. 2.5" HBP Grading S. (100) (PG 64-28) 4.0" HBP Grading SG (100) PG (58-28) (One Lift) 6.0" ABC (CLASS 6) 12" Fly Ash Treated Subgrade ASPHALT PAVEMENT DETAIL FULL DEPTH RECONSTRUCTION 7/14�ZW7 cn� 1�07 DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. REVISIONS: DATE: CITY OF FORT COLLINS DESIGNED AGY: (DRAWN JAG APPROVED 8Y: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS "SHE5T 1 1 PBSdcJ E AVENUE 4601 DTC BLVD SUITE 700 r�+T FORT CODUNS281 N. G SCALE C LORADO DENVER, COLORADO 80237 ; DATE: CHECKED BY: DATE: OF ' TYPICAL SECTION ION 63 (970) 221-6605 yy o0 (303) 221-7275 w 1 =1 0 I 05/09/06 f A C-1 278 fl 1 v REVISION 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 giolvivi -50 0 5U 20+50 -50 0 50 20+00 -50 0 5U 19+50 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 19+35 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 yo�� a(303) 221-7275 JAG SCALE: 1 "=20' DRAWN BY: vAPPROVED BY: JAG DAL DATE: CHECKED BY: DATE: 05/09/06 _ 5160 5156 5152 5148 5144 5140 5136 lu0 6-1[*• 5156 5152 5148 5144 5140 5136 Iu0 5160 5156 5152 5148 5144 5140 5136 lu0 5160 5156 5152 5148 5144 5140 )0 , crvn. �rF of cOLcaP� DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS 45 CROSS SECTIONS of 1016i C -1 278 SIONS: 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 -50 0 50 22+00 -50 0 50 21 +50 -50 0 50 21 +33.50 -50 0 50 21 +00 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw 5160 5156 5152 5148 5144 5140 5136 100 5160 5156 5152 5148 5144 5140 5136 100 5160 5156 5152 5148 5144 5140 5136 100 5160 5156 5152 5148 5144 5140 5136 100 kCAM / COLCOLORP�O � DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: CROSS SECTIONS 1"=20' 105/09/06 OF 63 C .1 278 C: ill 5160 5156 5152 5148 5144 5140 5136 —100 5160 5156 5152 5148 5144 5140 5136 —100 5160 5156 5152 5148 5144 5140 5136 —100 5160 5156 5152 5148 5144 5140 5136 —100 —50 —50 —50 —50 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-8605 r °� 0 23+50 0 23+27 0 23+00 0 22+50 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw goj 911 1] DESIGNED BY: DRAWN BY: "APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1"=20' 05/09/06 _ 5160 5156 5152 5148 5144 5140 5136 5160 5156 5152 5148 5144 5140 4 K-o 100 5160 5156 5152 5148 5144 5140 '_AWL., s ILI 5160 5156 5152 5148 5144 5140 4191: 3M, \rr9la Cryl� ✓pp i OF coLCak DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. "SHEET SOUTH TAFT HILL ROAD IMPROVEMENTS 47 CROSS SECTIONS OF 63 C -i 279 N EVISIONS: 5160 5156 5152 5148 5144 5140 5136 5160 5156 5152 5148 5144 5140 5136 5160 5156 5152 5148 5144 5140 5136 5160 5156 5152 5148 5144 5140 5136 —50 0 50 25+50 —50 0 50 25+00 —50 0 bu 24+50 m~A0 —50 0 ou 24+00 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 yO�� PBS&J 4601 DTC BLVD SUITE 700 JW DENVER, COLORADO 80237 (303) 221-7275 5160 5156 5152 5148 5144 5140 5136 QUO DESIGNED BY: DRAWN BY: 'APPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1 "=20' 05/09/06 5160 5156 5152 5148 5144 5140 5136 iu0 5160 5156 5152 5148 5144 5140 5136 luu 5160 5156 5152 5148 5144 5140 5136 IJO 0 3m, s, crvn. OF Co DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 48 of 63 I III �...�► v 00 5160 5156 5152 5148 5144 5140 5160 5156 5152 5148 5144 5140 5160 5156 5152 5148 5144 5140 5160 5156 5152 5148 5144 5140 5136 16 I —50 0 50 27+50 5160 5156 5152 5148 5144 5140 —50 0 50 100 27+00 —50 0 50 26+50 —50 0 50 26+00 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw JAG SCALE: 1 "=20' DRAWN BY: JAG DATE: 05/09/06 APPROVED BY: DAL CHECKED BY: I DATE: 5160 Allel• 5152 5148 5144 5140 M• 5160 !•7i[.Y: 5152 AlE, : 5144 5140 5136 100 5160 5156 5152 5148 5144 5140 illeff 3M, lgrF OF COLORj DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. ET SOUTH TAFT HILL ROAD IMPROVEMENTS YSHE49 CROSS SECTIONS OF 63 Co M V 00 co ti N 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -100 5160 5156 5152 5148 5144 5140 5136 -50 0 29+50 -50 u .,., 29+00 -50 u ,.. 28+50 -50 0 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 28+00 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 Nq (303) 221-7275 ED BY: JAG SCALE: 1 "=20' DRAWN BY: APPROVED BY: JAG DAL DATE: CHECKED BY: DATE: 05/09/06 5160 5156 5152 5148 5144 5140 5136 )0 5156 5152 5148 5144 5140 5136 )0 5160 5156 5152 5148 5144 5140 5136 )0 5160 5156 5152 5148 5144 5140 5136 )0 WNMI r 7�1 x z., srq� OF C L DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 50 OF 63 00 1 C.D SION 5156 5152 5148 5144 5140 5136 —100 5156 5152 5148 5144 5140 5136 —100 5156 5152 5148 5144 5140 5136 —100 5156 5152 5148 5144 5140 5136 —100 —50 —50 0 31 +50 0 31 +00 0 30+50 ou Ou —50 0 Z)u 30+00 5156 5152 5148 5144 5140 5136 IJO 5156 5152 5148 5144 5140 5136 ,JO 5156 5152 5148 5144 5140 5136 IJO 5156 5152 5148 5144 5140 5136 ,JO u 7/` � {5 cnnl \srgT o0 F OF COLOR' DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS PBS&J JAG I JAG DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 51 4601 DTC BLVD SUITE 700 OF 281 N. COLLEGE AVENUE DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: CROSS SECTIONS 63 FORT COLLINS, COLORADO (303) 221-7275 ill=20 ' I 05/09/06 (970) 221-6605 V 00 m N EVISIONS: 5156 5152 5148 5144 5140 5136 5132 —100 5156 5152 5148 5144 5140 5136 5132 —100 5156 5152 5148 5144 5140 5136 5132 —100 5156 5152 5148 5144 5140 5136 5132 —100 —50 0 50 33+50 —50 0 50 33+00 —50 0 50 32+50 12' CONCRETE —50 0 50 32+00 5156 5152 5148 5144 5140 5136 5132 100 5156 5152 5148 5144 5140 5136 5132 100 5156 5152 5148 5144 5140 5136 5132 100 5156 5152 5148 5144 5140 5136 5132 100 giro. liw x�enm. / \ or COIOP%/ DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. ATE: CITY OF FORT COLLINS PBS&J VDESIGNJAGY: DRAWNBY:JAG APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 'SHE52 281 N. COLLEGE AVENUE ET 4601 DTC BLVD SUITE 700 FORT COLLINS, COLORADO DENVER, COLORADO 80237 SCALE" DATE: CHECKED BY: DATE: CROSS SECTIONS °F 63 (970) 221-6605 0 0 0 (303) 221-7275 PHN w 1 =20 05/09/06 S: 5152 5148 5144 5140 5136 5132 —100 5152 5148 5144 5140 5136 5132 muert 5152 5148 5144 5140 5136 5132 —100 5152 5148 5144 5140 5136 5132 —100 —50 —50 0 35+50 0 35+00 5u —50 0 5u —50 DATE: v CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 JO�� 34+50 0 34+00 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 mg 5U DESIGNED BY: BY: APPROVED BY: JAG IDRAWN JAG DAL SCALE: DATE: CHECKED BY: DA 1 "=20' I 05/09/06 , 5152 5148 5144 5140 5136 5132 luu 5152 5148 5144 5140 5136 5132 luv 5152 5148 5144 5140 5136 5132 IJO 5152 5148 5144 5140 5136 5132 .w DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. "SHEET SOUTH TAFT HILL ROAD IMPROVEMENTS 53 CROSS SECTIONS Re co fV 1 V S: 5152 5148 5144 5140 5136 5132 5128 -100 5152 5148 5144 5140 5136 5132 fff 5152 5148 5144 5140 5136 5132 -100 5152 5148 5144 5140 5136 5132 -50 0 50 37+00 -50 -50 -100 -50 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 Ic 36+50 0 36+00 0 35+80 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 you (303) 221-7275 Nq 6X 50 50 GNED BY: DRAWN BY: JAG JAG _E: DATE: 1"=20' 105/09/06 '61110% 5148 5144 5140 5136 5132 5128 100 5152 5148 5144 5140 5136 6ii 16% itelk, 5152 5148 5144 5140 5136 5132 M 5152 5148 5144 5140 5136 416% 'a Vr- Y Na Mi OF COLOaP� DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. APPROVED BY: vSHEET DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 54 Ct CHECKED BY: IDATE: CROSS SECTIONS OF 63 puma IV W CID — N 1 Existing C.= I ROW Existing ROW I VISIONS: 50' Existinq ROW Section Line & S. Taft Hill Road Limits of Planing HBP Overlay and Tack Coat 50' Existina ROW Remove Asphalt Pavement Remove Asphalt (Planing 0" ® to 2" ® Curb and Gutter) (Planing 0" ® to 2" ® Curb and Gutter) 0' to 15' Existing Raised Median Sta 41 +65 to Sta 43+43 Proposed Profile �k I — — — — — — Existing Taft Hill Road — — — — — Crown Fine 2.0" HBP Grading S SOUTH TAFT HILL ROAD (100) PG 64-28 TYPICAL SECTION NO. 5 STA 40+04 to STA 43+43 Left STA 40+04 to STA 41 +93 Right 50' Existi Existing Section Line & S. Taft Hill Road ROW ROW 30' Existing ROW _1 Limits of Planing HBP Overlay and Tack Coat Remove Asphalt Pavement (Planing 0" 0 CL to 2" 0 Curb and Gutter) 2.0" HBP GradingS 100 PG 64-28� Existing Taft Hill Road ( ) Crown line No Milling RT Side Tack Coat and Overlay Proposed Ii- Profile Existing Pavement 2.0" HBP Grading S (100) PG 64-28— Sawcut Existing Pavement SOUTH TAFT HILL ROAD TYPICAL SECTION NO. 4 STA 37+35 to STA 40+04 DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 y0�� J Existing ROW C = � Existi► Depth Shoulder Backup Material (4" Thick) ABC (Class 6) STA 37+35 to STA 39+30 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq cV Pavement cries TYPICAL SECTION NOTES QS Place 4" of topsoil to this line after completion of paving 2% roadway slope (Typical). Vertical alignment points. Q Width varies. See roadway plan and profiles for information. — The intent is to mill a maximum of 2" depth at the curb and gutter that varies to 0" depth at the centerline. Following milling, tack coat and overlay with 2" HBP. The existing roadway cross —slope will be increased. Refer to Cross —Sections for existing grades and slopes. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a. minimum distance of 12 inches from the existing edge, to create a clean construction joint. The contractor shall be required to remove existing pavement to a distance where a clean construction Joint can be made. Wheel cuts shall not be allowed. There shalt be no separate payment for sawcutting. 2.0" HBP Grading S (100) (PG 64-28) 4.5" HBP Grading SG (100) PG (58-28) (One Lift) 6.Q" ABC (CLASS 6) 6" 6" ASPHALT PAVEMENT DETAIL WIDENING, MILLING AND OVERLAY 200 7 x _ u �, OF COLOV�'� DRAWING OF RECORDI SEPTEMSER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNJDAGY: I DRAWNJBA "APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS SCALE: DATE: CHECKED BY: DATE: 1"=10' 105/09/06 1 T PICAL SECTION 6 OF fr3 C -1 278 co f'V 5152 5148 5144 5140 5136 5132 5128 —100 5152 5148 5144 5140 5136 5132 —100 5152 5148 5144 5140 5136 5132 -100 5152 5148 5144 5140 5136 5132 5128 -100 DATE: CITY OF FORT COLLINS ;..,: 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 0 0 0 -50 0 50 38+50 -50 -50 0 38+00 0 37+50 50 50 50 -50 37+35 PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 Nq DESIGNED BY: DRAWN BY: "APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: 1"=20' 1 05/09/06 I 5152 5148 5144 5140 5136 5132 5128 iu0 5152 5148 5144 5140 5136 5132 IOU 5152 5148 5144 5140 5136 5132 luu 5152 5148 5144 5140 5136 5132 5128 loo Cnm._ �l6 OF COIOR�� i DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. SOUTH TAFT HILL ROAD IMPROVEMENTS CROSS SECTIONS 55 OF 63 I I I Z'A 00 OD ti v v es rij v Oo co cm v 4 4" DOUBLE Q------------------------- TaPER - w Z -� SOUTH TAFT HILL ROAD II I I I I I I I I I I I I I I q R3-7R � ij II 4m WHITE EDGE LINE 1 17+99.80 18+16.67 ( / \� 18.36 LT 18.28 LT 1 A 17+93.0 4 6.13 LT 18+18.75� --- f44-_a04-' RT..I 19 00 - - � I -.00 - I I STOP BAR Ll 8' WHITE - - CHANNEtIZtNG- LINE - I I I STO BAR IElf 18+64.87 65 76' LT II 4" WHITE EDGE LINE � 11 / Il \I II I I I I ; - L - - ---t - -- - - - -C --- — - t --— L -- -t - ---t L L- L-- --- I X-- X,-- x----X--�—)� — x- —X --- —�\ R4-7 .. OM 1-2 �< 19+67:95 �N\ ��' ��\ 1 14.00 RT \ol --Q2.5' R 19+E 2 .O( STOP BAR 20+00 i 4"OWDOUBLE - r—iT i I II II I I I I I I II III 1 I I �I I� it II ' I I 'll II i II II III�� I�i III I II I! III i I I I II II II I I II II II I I II II II I I II II II I I II II I' I I II II II I I II II II I I II II II I I II II II I I II II II I I II II II I I it a II I I II II II I I II II II I I II II II I I II II II I I II 11 II I I JL x GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft r�� J CV = 0 86.5:1 TAPER _ 1 io 'It] R4-7 OM 1-2 N --- N 8 IWHITE 20+86.68 -EXTENSION LINE Q 26.00 LT_33.75_1 TAPER _ !- - - - - - - - - - -------- 8 WHITE _ - 20+86.77 33.75:1 TAPER WHITE - EXTENSION LINE LIJ iANNELIZING U --- 20.00' LT- 21 +00 33.75:1 TAPER Z +86.93_ _ - J 20+52.50 14.00' , 9.00, LT _ U 4" WHITE LANE LINE ------T--- - - - 71306r-R I Q 0+96.26 - -- 21.00 RT - - 1089 R \Ll +28.31 8" WHITE 34.00' RT EXTENSION LINE DRAWING OF RECORDI SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. CMS ' OF colo��? DATE: CITY OF FORT COLLINS DESIGNED BY: DRAWNBY:APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS PBSaeJ 58j 4601 DTC BLVD SUITE 700 PW 281 N. COLLEGE AVENUE DENVER, COLORADO 80237 SCALE: DATE: CHECKED 6Y: DATE: SIGNING AND STRIPING PLAN OF FORT COLLINS, COLORADO — 605 o�� (303) 221-7275 1 " = 40' 05/09/06 (970) 221 6 R! 00 fV wool /COUNTRY CORER TAFT HILL RD 9" HORSETOOTH CR 9" STOP 63.00' LT R1-1 0 8" WHITE 0 LANE LINE A 25 LLI ir HABITAT HOW II p II II II II SUPPLY u II YELLOW (REVERSIBLE It RN SOLID -SKIP) LINE 14' 12' 19' it II 23+49.80 64.79' LT - _ - - _ _ - -- -- - - I L_ II II LANE LINE 22+35.43 23+00.00 1 Q I ° 30.. LT 33.75:1 TAPER 32.32 LT 1 ° ~ -- 1 33.75:1 TAPER 24+58.02 25+34.51 (n 23+80 00 20 00 LT SOUTH TAFT WILL ROAD ----- 33.75:1 TAPER +00. 1 ° 31.00 LT '22+35.36 26.32' LL 33.75:1 TA0€R 28.69_LT- 33.75:1 TAPER W \ 24.40 T - - 24+39.47 Z _ 4"_WHITE --- ------ 23+00 � — 24+00 -. _ 19.45' LT ---2rJ-�00 - _ _ - _ _ 8 WHITE_ 23+83.93 - J LANE LINE EXTENSION LINE 17.80' LT Z 1086 U $ 15:1 TAPER Q E 17.11' RT 8" WHITE 22+11.25 30. 48 RT CHANNELIZING LINE 11.64 RT R4-7 L_x • • • OM 1-2 5.65' RT to 4" WHITE LANE LINE R2-1 (EXISTING) 2.04' RT i I I I I I f I 25+34.51 4.23' LT f GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft. I I I_ 0 I I N co Q 4" YELLOW (REVERSIBLE W TURN SOLID -SKIP) LINE ,.53 W 26+00 N 25+34.20 - _ - - - 25+90.52 6.48' RT 5.00 RT - - -E E TAFT HILL RD I 9" WEST FIELD DR g" STOP DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. v Np, 3n161 /rr��' F �qTc OF COLOR"' __ CITY OF FORT COLLINS YDESIGNED Y: DRAWNBY:"APPROVED BY: DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 59 PBS&JJAG 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 FORT COLLINS, COLORADo 0 opt a DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: SIGNING AND STRIPING PLAN °F 63 (970) 221-6605 �� (303) 221-7275 1 = 40 05/09/06 I 1� 00 CID N. N v JIL 1r- 0 cV W Z J 2 U H Q REVI DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft. SPRNGF Eta TAFT HILL RD 9" COURT SPRINGFIELD CT 9" i I i PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw C�J I ' I i I � J DRAWING OF RECORD SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. GNED BY: IDRAWN BY: ';APPROVED BY: JAG JAG SCALE: DATE: CHECKED BY: DATE: 1" = 40' 105/09/06 "SHEET SOUTH TAFT HILL ROAD IMPROVEMENTS 60 cl SIGNING AND STRIPING PLAN OF 63 III lowA v 00 co ti nl ONS: O 00 N M Q F- W W Z J S U F- Q DATE: CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 i PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 (303) 221-7275 pw JL GRAPHIC SCALE 20 0 10 20 40 1 INCH = 40 ft. 4" YELLOW (REVERSIBLE TURN SOLID -SKIP) LINE I I R1-1 \ I \F - - - - - - - - \ \ I \\ _--- DRAWING OF RECORD 1 a SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE \\ ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD \ DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE \ \ THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J \\ \ CANNOT AND DOES NOT WARRANT THEIR ACCURACY. ESIGNED BY: I DRAWN BY: 'APPROVED BY: JAG I JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 40' 05/09/06 O N 00 M W Z J 2 U F- Q SOUTH TAFT HILL ROAD IMPROVEMENTS SIGNING AND STRIPING PLAN X, �� F;.OFE3SIp�^ No. 3288t 7 C� \OF CO co EET 61 OF 63 C'! 14 00 I JIL V O N 00 M Q -.0-1 1 H N 8" WHITE CHANNELIZING LINE RIGHT LANE [MUST TURN MIN �3-7R 38+93.70 4" WHITE LANE LINE ;PEEL LIMIT \40 R2-1 rl GRAPHIC SCALE 20 0 10 20 40 TMBER RIDI MOME f OMB 1 INCH = 40 ft. 0 - -- 33.08 LT - - - - BF WHITE � 4" WHITE LANE WHITE - EXTENSION tftJE - - - - - - EXTENSION LINE - - - NE L#NE - - - 11 -- LANE LINE= _ _: - ___ ___ -_ _ _ � ,__- EA �940' LT d04-0A 99 ------------_-L--- - - - - - - ----- ....... ...... ..... ...... ....... ---------------------------------------------- - 340+00 9+00 W Z - - J ---------_-----------------� EVISIONS: }E 4" WHITE LANE LI NE 16.80' RT 18.43' LT 41 *00 41 +20.7 18.50' F -------- . :1 TAPER 41 +42.11 18.51' LT 42+00 44+ 43+00 - - - - 4 YELLOW (REVERSIB E ETURN SOLID SKIP) LINE r j E E -140+20.7 --- E - - -- E --- -- E - - 9 29.00 RT -- - — - --------------- --- - x ----x --- x -- x— -- x - x -- - — -- — -- x — x X --Y--x� I I I I I I I I � I � r i � I i I i I 41+93.00 - 1 18.50' RT SOUTH TAFT HILL ROAD 0 +93.00 29.00 RT �E — E — F — E E— E— E E E — E--- E--E-- — - - - - - - - - - 0 0 0 EXISTING TO REMAIN I I - DRAWING OF RECORD I - SEPTEMBER 26, 2006 NOTE: THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE ORDERS AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOT AND DOES NOT WARRANT THEIR ACCURACY. DESIGNED BY: BY: APPROVED BY: SHEETCOS DATE: CITY OF FORT COLLINS PBSdcJ JAG IDRAWN JAG DAL SOUTH TAFT HILL ROAD IMPROVEMENTS 62 n 281 N. COLLEGE AVENUE 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 SCALE: DATE: CHECKED BY: DATE: SIGNING AND STRIPING PLAN OF 63 ~ FORT COLLINS, COLORADO o 0 0 (303) 221-7275 1 " = 40' I 05/09/06 (970) 221-8805 co cy �1 v LEGEND —► TRAFFIC SIGNAL HEAD —�► TRAFFIC SIGNAL HEAD W/ BACKPLATE _ _ = ELECTRICAL CONDUIT PULL BOX Ql SIGNAL HEAD I.D. �{D PEDESTRIAN SIGNAL FACE (HAND-N-MAN) PEDESTAL POLE PROPOSED PHASE DIAGRAM ,a 1 ,62 t 03 h 04 �� o5 � 06 l ,e7 d8 POLE NUMBER LOCATION NE CORNER MAST ARM LENGTH 50' NORTHING 110649.53 EASTING 184214.14 TOP OF CASSION ELEVATION NOTES: 1. ALL SIGNAL LENSES SHALL BE LED. 2. VIDEO CAMERAS SHALL BE MOUNTED ON LIGHT LUMINAIRE ARM IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND APPROVED BY CITY TRAFFIC OPERATIONS. SUMMARY OF QUANTITIES m SIGNAL TRAFFIC CONTROLER PEDESTRIAN PUSH BUTTON o-- 15' LUMINAIRE HIGH PRESSURE SODIUM (250 WATT) LOOPS USED AO SIGNAL POLE I.D. SIGNAL POLE WITH MAST ARM SIGNAL HEADS 12" 12" ITEM NO. ITEM DESRIPTION UNIT PROJECT TOTALS 614 PEDESTAL SIGNAL FACE (16-16) EA 614 TRAFFIC SIGNAL FACE (12-12-12) EA 614 TRAFFIC SIGNAL FACE (12-12-12-12-12) DOGHOUSE EA 614 PEDESTRIAN PUSH BUTTON EA 614 TRAFFIC SIGNAL -LIGHT POLE STREET (1-40' MAST ARM) EA 1 614 TRAFFIC SIGNAL -LIGHT POLE STREET (1-50' MAST ARM) EA 1 614 TRAFFIC SIGNAL PEDESTAL POLE STEEL EA 4 614 SIGN PANEL (MAST ARM MOUNT) SF * 613 2" ELECTRICAL CONDUIT (PLASTIC) LF * 613 3" ELECTRICAL CONDUIT (PLASTIC) LF * 613 PULLBOX (16X14X6) EA * 613 PULLBOX 24X36X24) EA 613 LUMINAIRE HIGH PRESSURE SODIUM (250 WATT 0 15') EA 2 UUry I rcHU I UK 1 U UUN) I rcUU I UUNUu1 I ANU F'ULLb0XtS. ALL UI HER WORK BY CITY OF FORT COLLINS REVISIONS: DATF- CITY OF FORT COLLINS 281 N. COLLEGE AVENUE FORT COLLINS, COLORADO (970) 221-6605 ro`o 12" 12" 12" O 12" 12" � • 12w 12" � • 12w 12" 1,2,5 12" 0 TO I �. 3" CONDUIT (PLASTIC) TRENCH AND REPAIR PAVEMENT PROPOSED TRAFFIC / SIGNAL POLE / (40' MAST ARM) , REMOVE EXISTING SIGNAL PbLE C III i`11% rN - 1' 0 II I � II JL I s � - GRAPHIC SCALE 20 0 10 20 40 I II i ( IN FEET ) 1 INCH = 20 ft. I I I I II 0 ws COUfJM 'N L POLE EXISTING SIGNAL/ CORNER IN PLACE CONTROLLER (1) 2" CO UIT (PLASTIC) --�� " (1) 3CONDUIT (PLASTIC) I , III lJ // ICI �I, I H �I E h \ FTJ� / v 11 / ) - SS 11 0 19 4�00 - o - SOUTH TAFT HILL - -ROAD o- —�- --- -ONLY R3-5L- vr LL_ �. L r µ -W --W 60 DIP o 20+00 } z _ J_._._.-_- _.- 18" TEEL D vv-- _ W w- 7Ll (1) 2" CONDUIT PLASTIC ) _ 3" CONDUIT (PLASTIC - - - --�I GNAPOESTING /�� 2" CONDUIT (PLASTIC) I I �� W- -4vX w - w-- w _-- w / SEE ROADWAY PLANS 4" Iw o EXISThNG SIGNAL POLE � TO REMAIN IN PLACE PROPOSED TRAFFIC SIGNAL POLE (50' MAST ARM) II �� (POLE LOCATED FOR so (POLE O FUTURE WIDENING) - E E-- - E- x �I ti7 F;:CFEBS�� Nm 3M CITY OF CON U I(P C) �z� Tf�ENCH AN© REPAIR,, \ FORT COLLAV3 d PAVEME T I II r O I OF CoLGR I I I II II I II I DRAWING OF RECORD I I II II II I I I fir, �( i II 8EPTEMBER 26, 2006 - NOTE! THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD DRAWINGS, CHANGE I I III ORDERS' AND OTHER DATA FURNISHED BY AGGREGATE INDUSTRIES. THESE RECORD DOCUMENTS SNOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE — — — — — — s THESE RECORD II i I I I I CORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION �- PBYTH, OTHER PARTIES, WHICH ARE ASSUMED TO BE RELIABLE, PBS&J CANNOTAND DOE'S NOT WARRANT THEIR ACCURACY. PBS&J 4601 DTC BLVD SUITE 700 DENVER, COLORADO 80237 Nq (303) 221-7275 DESIGNED BY: DRAWN BY: PPROVED BY: JAG JAG DAL SCALE: DATE: CHECKED BY: DATE: 1" = 20' 05/09/06 SOUTH TAFT HILL ROAD IMPROVEMENTS TRAFFIC SIGNAL PLAN EET 63 OF 63 i C2 I -A v v 00 00 ti N E -1 278 co ti N 9-4 FWJ CC) rN-- N c.� M