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HomeMy WebLinkAboutWEST HARMONY ROAD IMPROVEMENTS STARFLOWER TO SHIELDS 11-11-09 - Filed STRS-STREETS ENGINEER STAMP - 2010-12-27RECORD DRAWINGS FOR ca HARMONY ROAD IMPROVEMENTS I FROM SENECA STREET TO APPROX. 400" WEST OF MASON STREET INTERWEST i_]w 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970) 674-3300 Fax (970)674-3303 C O N S U L T I N G G R O U P WEST HARMONY ROAD IMPROVEMENTS INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2 GENERAL NOTES 3 SUMMARY OF APPROXIMATE & EARTHWORK QUANTITIES 4.6 TABULATION OF QUANTITIES 7.8 EXPLORATORY BORING LOGS 9.1 O EXISTING UNDERGROUND UTILITY LOCATES 1 1 HORIZONTAL CONTROL PLAN 12. 14 TYPICAL SECTIONS 15. 17 REMOVAL & RELOCATION PLANS 18.22: ROADWAY PLAN & PROFILES 23. 25 MEDIAN PLAN & PROFILES 26 CONCRETE APPROACH JOINTING PLAN 27.29 GRADING PLANS 30 - 32: EROSION CONTROL PLANS 33. 35 STORM SEWER PLAN & PROFILES 36 PRIVATE IRRIGATION EXTENSION PLAN & PROFILE 37.38 WATER PLAN & PROFILE 39 - 41 PHASING PLANS 42.48 CROSS SECTIONS 49.57 DETAILS FOR INFORMATION ONLY (WORK BY OTHERS) 58.60 SIGNING & STRIPING PLANS 61 TRAFFIC SIGNAL PLANS SHIELDS STREET IMPROVEMENTS SHEET NO. 1 2 3.5 6 7.8 9 10 11 12 13 14.15 16-18 19 20.27 28.30 31-32 33.34 35.39 40 41.47 48.50 51-52 53.54 55-58 59.61 62 - 64 65 - 66 INDEX OF SHEETS DESCRIPTION OF SHEETS TITLE SHEET STANDARD PLANS LIST GENERAL NOTES TYPICAL SECTIONS SUMMARY OF APPROXIMATE QUANTITIES SUMMARY OF EARTHWORK QUANTITIES TABULATION OF REMOVAL ITEMS, RESET & ADJUSTMENTS TABULATION OF C&G, SIDEWALK & SURFACING QUANTITIES TABULATION OF STORM SEWER AND PIPE SURVEY CONTROL PLAN EXPLORATORY BORING LOGS SHIELDS REMOVAL PLANS HARMONY -SHIELDS INTERSECTION REMOVAL PLAN SHIELDS PLAN SHEETS SHIELDS PROFILE SHEETS SHIELDS MEDIAN PLAN SHEETS SHIELDS MEDIAN PROFILE SHEETS SHIELDS GRADING PLANS HARMONY -SHIELDS INTERSECTION GRADING PLAN SHIELDS EROSION CONTROL PLANS STORMWATER MANAGEMENT PLANS SHIELDS STORM SEWER PLAN & PROFILES HARMONY -SHIELDS INTERSECTION CONCRETE JOINTING PLAN SHIELDS CROSS SECTIONS PHASING PLANS FOR INFORMATION ONLY (WORK BY OTHERS) SHIELDS SIGNING & STRIPING PLANS HARMONY -SHIELDS INTERSECTION SIGNAL PLANS CITY OF FORT C;OLLINS, COLORADO ENGINEERING DIVISION CollinsFort EAST HARMONY ROAD IMPROVEMENTS INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2 GENERAL NOTES 3 EXPLORATORY BORING LOG LOCATIONS 4 EXISTING UNDERGROUND UTILITY LOCATES 5 HORIZONTAL CONTROL PLAN 6 TYPICAL SECTIONS 7 REMOVAL & RELOCATE PLAN 8 ROADWAY PLAN & PROFILES 9 EAST END - PHASE 1 IMPROVEMENTS 10. 1 1 RETAINING WALL PLAN & DETAILS 12 GRADING PLAN 13 EROSION CONTROL PLAN 14 STORM SEWER PLAN & PROFILE 15 LANDSCAPE PLAN 16. 17 CROSS SECTIONS 18 - 21 DETAIL SHEETS FOR INFORMATION ONLY (WORK BY OTHERS) 22 SIGNING & STRIPING PLANS HARMONYMSHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2 BID TAB 3.6 LANDSCAPE PLANS 7 LANDSCAPE MATERIALS LEGEND 8 LANDSCAPE GENERAL NOTES - PLANT LIST 9 LANDSCAPE DETAILS 10. 14 IRRIGATION PLANS Is IRRIGATION NOTES - LEGENDS 16. 17 IRRIGATION DETAILS PV&L BOX CULVERT EXTENSION INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 PLAN & PROFILE SHEET SCALE: I DATE: I CHECKED BY: N/A 1 11 /11 /09 RECORD DRAWINGS DATE: 11 /11 /09 SURVEY DATA PROVIDED BY CITY OF FORT COLLINS SURVEY DEPARTMENT. HARMONY ROAD IMPROVEMENTS DATE: I RECORD DRAWINGS COVER SHEET PREPARED UNDER THE DIRECT SUPERNSION OF 33441 r' O' SS7ONAL ECG it OF 1 C� - 298 00 r sr� L I L 4I� E��� Z T - T- J G- w W U-�- I 4 E C.5_95.a EL 9 3 3 F -96 REGENCY PARK SECOND FILING L W IL IL U LEGEND FO EXISTING UTILITY EL: 91.9 EXISTING GROUND ELEVATION T-4.3=87.6 TOP OF UTILITY-(DEPTH)=(ELEVATION) B-4.8=87.1 BOTTOM OF UTILITY-(DEPTH)=(ELEVATION) DATUM ELEVATION 5000 - STA 23+50 STA 33+50 5100 - STA 33+50 TO 67+00 AELEL. 93 T-3.0=90TV B-3.3-90EL: 96 4 T-2.9=93.5 G/PHONE B-3 3=93.1 EL 93PWR N-S T-2 9=90EL 99.9EL: 97.9 5.3=94.6 T-2 8=95 1 PHONE PHOI EL. 00.1 T-7.0=93.1 3-7.5=92.6 ^"��� 0=9 99.9 -8 0=91 9 B-58=92.1 EL 97.0 T-4.9=92.1 PWR N-S EL 94 PWR N-S EL 95 9 PWR N-S T-4.6-89 EL: 98.0 PHONE T-3 3=92 6 EL 95 9 PHOI T-2.0=95.2 EL 97 0 T-2 8=93.1 EL 94 8-5.8=92.2 T-3.5=93 5 B-3 3=92 6 T-3.5-9C �- E E E c Pa F!�- E H H� 7 T T T T T T -� T W W W T W T W T Pt G G G G G- 38+00 9+ } 40+ GAS PWR N-S T-5.3=92.2 EL 958 8-5.9=91 6 T-3.3=91 8 8-3.6=91 5 FO FD ..- ---- FO - - L 98.2 EL 97.2 T-3.5-94.7 TT T-4.8=9 B-5 2=9 0. \ v \ BUTLER 1 \ / 8: T -p- GG CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION E/ /qT-31=8971 8-3.4-89 4 PWR N-S PHONE EL 93 5 EL: 91 3 T-33-902 T-42=ST1 --FOHF- T HF T H T GAS GAS EL 94 5 T T EL 92 0 T T-63=882 W T-6,1=859 G B-7 0-97.5 G B-6 8-85 2 42+00 S PWR N-S 94 3 EC 91.5 -3.0=91 3 HARMONY ROAD T-39=876 B-4 2=87.3 E-- E It! PINEVIEW P.U.D. PHASE II EL 86 1 EL- 83 -3 3-79 T-3 5=82 6 B-3 7-79 TV B-3 8=82.3 C 849 PWR N 2.4=84 9 EL -84 2.7=846 PWR N-S T-32-81. TV EL: 87 0 B-5.5-78 EL B8 4 T-2 7=84 3 6.5=81 9 3-4 7=82.3 Tb PHONE EL: 84,E EL 88 5 T-30 _81.E W EL 89 G G -61-83 8-83 44+00 - G G c- ��HrF€ T T T W W R G G E � FO FO E E FO - - F+_...r FO - - - FO i N-S 943 = _= 6 90 Eff WESTBURY P.U.D. 1 ST FILING r JDL SCALE: 1 "=50' D 1 JDL DATE: I CHECKED BY: I DATE: 12 /15 /08 G G WT'ROUTMAN PARKWAY m W tll W ; W W WAKE ROBIN OJ W O0 7 'k@V Z w O LANE m LLD: D DRiNET/�yG LL ,W„ W �GP ' F i m i FCn j glp� U W WAKE ul J Z > ROBIN O U WG LANE C HARMONY ROAD U Opp < I =�W Z O UW Z O 9OF LL k 0 td W 2 C U)Z 0 = FRCC D: m C U ENTRANCE 'r U ASHFORD COURT EL: 84. -11=81A PWR N-S EL 3 83 9 T-2 3=51 5 B-2.6_81.3 GAS EL.84.0 -4 7=79.3 8-5.0=79.0 WATER EL 84.0 T-8.0=76.0 GAS EL: 84,2 T-4.0-80.2 B-4.3=79.9 _ G CSC 'DHE T G -� FO -�- E FO FO 1- EL 8C3 T-4 4-79 9 PWR BROPHY RECORD DRAWING DATE: 11/11/09 .XXr. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. m 50 25 0 50 SCALE: 1 " = 50' 100 y „ J W 1 Wm U -1 f. I I \�FO �'^�/� TV I EL 84.7 of N EL 82 a81 8 T-`�.3=79.4 E�84.0 T-48=792 EL 84' FO y T-27=820 ' i. EL 84.0 / T-3 7=80.3 WATER ' EL: 84 0 E839 -7 7 w 1 -9Nfcy., 0 - PWR .. ` EL: 83 6 4, FO DUCT FO T-2 6=81.0 EL 844 I EL84.3 10 FO DUCT Tr# T-3.7=80.7 T-8 4-75 9 EL.83 4 GAS T-4 5=78 9 --- T EL 841 3 PWR DUCT EL 83.3 W T-3 9=81 3 3 3-39=80.7 ...... 5 T-18=815 Z T-3.1=80.4 _ $1+00 B_509=78.3 _ FO GAS PWR EL: 84.9 EL. 83 8 EL 83 8 TT-i4=824 GAS T-3.3=81,6 -48-790 T 3=78.5 B-1.8=82 0 EL 83.6 rlr -4 3=79 3 cp U - B-5 0=78.6 T - T - PHONE SVC EL: 83 2 GAS T-5.8=77 4 S WATER EL 84.8 T-4EL 8 4 I PWR ABAN I- T-E8=780 8-5.0=79.4 T-3.0 B-7.5=773 �'� TV ABAN �j I EL 833 EL 54.2 - ["UnL WATER T-2.8=81 4 q' I-L 83 6 EL 84 9 1 r-=I T-6,5=784 13-30=1 o I B-7,0=77.9 1 EL 8AS 4.2 ft. T-4.5=79.7 r PHONE B-5.0=79.2 EL 839 F 1-3.0=8 IFr V PHONE EL 83.9 I h.• I I I J• +II+ -3 6=8 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 1 N T E R W E ST C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERNSION -0 1 1 ict 33441 P- AO':, A� KS TONAL ... W. HARMONY ROAD IMPROVEMENTS SHEET 9 EXISTING UNDERGROUND UTILITY LOCATES OF 61 C1 - 29� [ft�mm THE WOODLANDS CONDOMINIUMS P.U.D. Ism THE WOODLANDS CONDOMINIUMS P.U.D. era • " EL 74 9 T-4 9=70.O GAS B-5 6=69.3 EL 69 0 T-5.4=63 6 ♦.. -}r�r,�� .., ._s,.�e - a��-4-FO GAS B-6.1=62.9 - . .. ., - -.-. -`- .- - -.. __- - - -� a GAS -1 - J EL 69 8' �. -� _....� - GAS pp EL 71 8=67.9 T-3 8=66 0 EL: 79 2 GAS .T. EL 74 7 T-3 5=68.3 =67.4 2=65 6FOW =748 EL 77 4 - - - - - - - - B-4 0=67.8 -FO - - - - EL69 1HARMONY B-5 1=74.1 T-4 3=73.1 ROAD LI";62 B-5.1-69.6 GAS EL. 720L: 71.0FO 69.9 -51=640 B-5.0=72A FO T-6=72 6 E .73.2 T-4 2=67.8 EL 71 6_EL T-3.5=65.4 B-5 6=63 5T-42=74.9 79.1 EL 77.9 B-4 3=71 94.8=66.2 0=65.9 T-4.5=73.4 B-4.4=68 B B-4 0=67.60 B-4J=74.4 53+00 B-5.0-72.9 54+00 55+00 57+0 591+00 60+00- 1 .EL PWR PHONE B-3 B=68.6B-5.0-66.6 G TL33=714 G G T-3E865�1 FO B-36=71.1 - _ FO FO FO FO EL 76 0 0 E E E T E T T p-- T T T T T-4.3=71 7 T W T W W T T T ` W B-4.7=71.3 , W .. FO �p+--�� -0 PHONE WATER EL 74 4 L" 2"9 EL:73 0 PHONE T-4 3=68 6 FO EL 77 9 EL: 76 7 EL 74 6 T-31=71 3 B-4 e=681 T-6 1=66.9 1E EL 78 5 T-3.1=74.8 T-3 0=73 7 T-5 0-68 6 B-6.9=66 1 9 6 T-3.3=75 2 B-3.4=74.5 B-3.3=73.4 B-5 8=68 8 © FO WATI 7=76 9 EL 73.9 B-3J=74 8 2=76.4 FO FO ® T-3 3=70 6 WATER WATER EL 76 5 EL 74 6 B-3 7=70 2 T- 5 8-6: WATER T-3 2=73.3 EL 73 9 T-3 3=71 3 EL 78 0 EL 71.3 8-3.5=73 0 B-3 7=70.9 T-5 9=68.c / ^ PHONE C T-4.9=73 1 T-5 3=71.3 EL �37 B-5.0?=730 B-61=70.5 B-86=65.3 \ EL: 5=T- 6J- 3.4 / T-3 5=69.6 e B-3 8=69 6 V SVC T-16=70.8 FRONT RANGE COMMUNITY COLLEGE EL. 72.0 PHONE PWR T-3.3-68.7 EL 70 0 B-3.8=68.2 EC 72 0 T-3-5-W5 T-4.3=67 7 PHONE B-4J=67 3 8-4.3=65J FO EL. =69 5 EL 71 9 WATER PHONE T-3 865 7 T- 2 2=69 7 EL 72 3 EL70.2 T-6 7=65 6 T-3.6=66.6 FO B-7.9=64.4 EL 73 2 T- 1.8-71.4 - WA ER EL: 70.5 T-6 1=64 4 I B-7.9=62.5 WATER EL: 69.9 / T-6.2=63.7 B-7.0=62.9 / I`I W IJ I l � l I W 1,1 I'I ? THE WOODLANDS JJ ,I IL M I •I FILING 5 til � D II I 'I :GAS EL: 6T4 T T `- ` L4 3.7 B-42-63:2 - - - • - _0-' '- - ELS682 T-3 8=64.4 HARMONY ROAD GAS GAS - - - - W EL 64 0 B-4 3=63.9 FO EL 653 -31=60 9 GAS Z z u y EL 67.8 T-3 5=61 8 B-3 8=60 2 FO EL 62 6 FO T-7 2-60 6 B-4.0-61 3 EL 64 0 EL' 62 4 B-7.6=60 4 T-4 5=59 5 B-3.8=58 8 T-4 8=57 6 81+00 82+00 83+00 4+00 65+00 B-49=59.1 88+00 13-5.3=57 1 87+00 FO - PHONE - EO 68+1 EL 68 0 EL 65 3 -� S UFO T-7.0=61.1 T-3564'5 T-4.6=60.7 G B-7.4=60J c c 8-5.0=60 3 G S H � T S W W W Z. ,, _ PHONE WATER EL 64 0 m �T-31=62 �- EL 68.4 T-2 8=61 2 PHONE / T-56=626 WATER B-3.3=60.7 EL B-6.6=61.8 EL 67 8 T-3 3= 3=59.1 T-5 8=62 0 WATER WATER B-36=58.8 B-6 7=61.1 EL 65 4 EL: 64.0 T-53-601 T-51=589 WATER EL'62.4 PWR EL.67.5 8-6 2=592 8-5.9=58.1 T-5 4=57 0 B-6 3=56.1 PWR I w 6-39=63.6 FRONT RANGE EL.68 5 iY PHONE T-25=66° B-2.8=65.7 f_I U EL: 68.2 " COMMUNITY COLLEGE Z T-3.3-64.9 B-3.6=64.6 f yMU I- ,, Y. Cz W LEGEND FO EXISTING UTILITY EL: 91.9 EXISTING GROUND ELEVATION T-4.3=87.6 TOP OF UTILITY-(DEPTH)=(ELEVATION) B-4.8=87.1 BOTTOM OF UTILITY-(DEPTH)=(ELEVATION) DATUM ELEVATION 5000 - STA 23+50 STA 33+50 5100 - STA 33+50 TO 67+00 RECORD DRAWING DATE: 11/11/09 )QY. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. yl TROUTMAN PARKWAY m W D WAKE W g a. ROAvjr C F 0 W W > ROBIN LANE I D au IL f WW GP U)C < vptNv 9) WO U m J ,y WAKE Z > m0 ROBIN O U U LANE W m ROAD OW WZ 4 OUw � U Z \` U< Q � LLW N 4. YO D LLm m0 �� O�Q� T m 9 = FRCC O C m U ENTRANCE 'Z U ASHFORD COURT 50 25 0 50 SCALE: 1 " = 50' 1218 W Ash, Suite C Windsor, Colorado 80550 Phone, (970) 674-3300 Fax. (970) 674-3303 I N T E R W E ST CONSULTI N G GROUP 100 PREPARED UNDER THE DIRECTT�SUPERNSION OF 0 33441 r' moo'•. 41 :i *0'r S/ONAL REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO r DESIGNED BY: DRAWNBY:'APPROVED BY: v W. HARMONY ROAD IMPROVEMENTS SHEET ENGINEERING DIVISION SCALE' (DATE: CHECKED BY: (DATE: 10 EXISTING UNDERGROUND UTILITY LOCATES OF 61, 1 = 50 12 /15 /08 ARAPAHOE FARM TOWNHOMES \ , P.U.D. "0o N 1/4 CORNER SECTION 3, T6N, R69W FOUND 3" ALUMINUM CAP IN A MONUMENT BOX, \ STAMPED PLS 20123 N 107895.63 �,\ygRM NI E 186798.73 co 20+oo HARMONY RIDGE P.U.D. >' lir CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CL1 731.78 1075.00 39'00'10" S70'32'29"E 717.73 =W U ' Olie La it U PINEVIEW P.U.D. PHASE lI CL2 45+00 S 78~ 23'07�� m 201.66' A m IL a N WESTBURY P.U.D. wi ST FILING I THE WOODLANDS FILING 5 Jrl 75+C A■ 9.1 ENTRY SUBDIVISION FILING 2 I REGENCY PARK j SECOND FILING � I I W az o >- "' I WD I Z W O C9 mU W FORT COLLINS SECOND AND HARMONY P.U.D. HARMONY ROADONTROL LINE (TYP.) 25+00 N89'20'34"E 450_00'�___ — 30 i 00 + — —+� --T — — = — — 201.57' CL STA 28+60.29 N N N 107900.81 SECTION LINE (TYP.) E 187298.70 --- + + co 11 N W ; A } II II J a THE INTERNATIONAL a a a PINEVIEW P.U.D. PHASE 11 3 — — I N89'58'47"E 1472.58' — CHURCH OF THE THE RIDGE P U D 0 THE RIDGE P U D THE RIDGE P.U.D. 0 FOUR SQUARE GOSPEL 'z >., W IL z I I = U U w W W POINT #591 0 NW CORNER SECTION 2, T6N R69W FOUND 3-1/4" ALUMINUM CAP ICJ IN A MONUMENT BOX, _ STAMPED PLS 5028 N N 107896.56 E 189438.14 �- CL3 IJ89.58 47"E I N86'0 '24"E 231.53' 10 05' o � o 0 + + N BROPHY la I I I LARKBOROUGH P.U.D. POINT #592 N 1/4 CORNER SECTION 2, T6N R69W FOUND 3-1/4" ALUMINUM CAP IN A MONUMENT BOX, STAMPED PLS 5028 N 107892.97 E 192088.27 COVENTRY SUBDIVISION FILING i THE WOODLANDS CONDOMINIUMS P.U.D. r HARMONY ROAD CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION JTLER Z J U Ye/ < W U W W ZWm i� h 0 it a W m WAKE D ROBIN W ^LANE N WAKE LROBIN C O to 0� U z It 1 z W FRCC ENTRANCE ASHFORD COURT 100 50 O 100 200 SCALE: 1 " = 100' THE WOODLANDS FILING 5 SECTION LINE (TYP.) 55+00 ! 60+00 65+00 70+00 ---- CONTROL LINE (TYP.) — — — S89'S5'21 "E — — — 2600.14' wZ FRONT RANGE COMMUNITY COLLEGE CURVE TABLE CURVE 1 LENGTH I RADIUS I DELTA I CHORD LENGTH CL2 1 91.98 12000.001 2'38'06" 1 N88'42'10"W 1 91.97 CL3 1 91.98 12000.001 2'38'06" 1 S88-42'10"E 1 91.97 'DESIGNED BY: DRAWN BY: r SCALE:JDL JDL ill=100' DATE: I CHECKED BY: I DATE: 12 /15 /08 Oka —1�12 nNc [>; COVENTRY SUBDIVISION FILING 2 z W RECORD DRAWING DATE: 11 /11 /09 �XXXX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970) 674-3303 I N T E R WEST C O N S U L T I N G G R O U P W. HARMONY ROAD IMPROVEMENTS HORIZONTAL CONTROL PLAN PREPARED UNDER THE DIRECT SUPERVISION OF .oP rtEdi�. r S� 33441 o� S7ONAL ECG 11 OF 61 C1 - 298 W W 120't ROW 1 70't FL -FL I EX 6't 6' SIDEWALK EX 6't EX 11' EX 11 EX MEDIAN EX 12' EX 12' BIKE 8' 2, BIKE TRAVEL TRAVEL (WIDTH VARIES) TRAVEL TRAVEL PARKWAY I -- t 2% 2% 4•.1 --------- --- EX SIDEWALK 4: 1 EX C&G EX ASPHALT EX ASPHALT EX C&G 6" SIDEWALK W/ 6" COMPACTED SUBGRADE HARMONY ROAD TYPICAL SECTION # 11 (STA 16+00 TO STA 19+50) STA 19+50 To STA 20+30 TRANSITION TO HARMONY ROAD TYPICAL SECTION #2 W � W 120't ROW 1 70't FL -FL 8' I SIDEWALK 6't 12' TRAVEL 11' TRAVEL 12' PAINTED 11' TRAVEL 12' TRAVEL 6'f 2' BIKE ME RIAN BIKE T T -EX ASPHAL T --------------- EX SIDEWALK EX C&GY= EX C&G� 6" SIDEWALK W/ 6" COMPACTED SUBGRADE HARMONY ROAD TYPICAL SECTION #2 6' SIDEWALK 2' 10'-12' PARKWAY VARIES 4:1 2% 27 (1% TO 6.3%) 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G (STA 20+30 TO STA 23+60) STA 23+60 To STA 24+30 TRANSITION TO HARMONY ROAD TYPICAL SECTION #3 110't ROW 25' ESMT 70FL-FL 1 6' SIDEWALK PAINTED 3 6 12' TRAVEL 11' TRAVEL MEDIAN VARIES 1' TRAVEL 12' TRAVEL 6 8 IKE (12'-15') BIKE PARKWAY VARIES I VARIES 1' 2i-2 5i 3 W I 110'f 6' SIDEWALK 2' 8 PARKWAY VARIES (2.4% TO 4.1 2% 2% 6.3%) 4:1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE / TYPE 2 (SECTION 116) C&G- 6' SI 4:1j 2% 4:1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G- 32' FL -FL FL -FL VARIES (42.6'-43.7') I 8' 12' 12' 6' 11' 12' 12' BIKE IKE TRAVEL TRAVEL MEDIAN LEFT TURN TRAVEL TRAVEL VARIES - VARIES VARIES 27-2.5% I - 2%-2.5% - TYPE 2 (SECTION IB) C&G 26" PAVEMENT SECTION (TYP.) 26" PAVEMENT SECTION (TYP.) (SEE NOTE 1) (SEE NOTE 1) HARMONY ROAD TYPICAL SECTION #5 (29+79 To 31 +40) STA 31 +40 To STA 32+40 TRANSITION TO HARMONY ROAD TYPICAL SECTION #6 T 110't ROW 52' FL -FL I 11' 6' 12' 12' 11' MEDIAN GHT TURN BIKE TRAVEL TRAVEL LEFT TURN VARIES VARIES 2%-2.5% f::�' 26" PAVEMENT SECTION (TYP.) TYPE 2 (SECTION 18) C&G (SEE NOTE 1) I 25' ESMT SIDEWALK 8' 3' �RKWAY � 2 2% 3' 2% 2% 11 6'3'1 3'•1 ----- CENTERLINE LOCATION & ELEVATION OF CHANNEL TcSIDEWALK W/ SHOWN ON SHEET 33 SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION 118) C&G 3 W 32' FL -FL 6' SIDEWALK 12' 12' 8' 8' 2' AVEL TRAVEL BIKE PARKWAY VARIES 2%-2.5% 2% 2% 4:1 4: 1 SIDEWALK W/ 26" PAVEMENT SE=7= COMPACTED SUBGRADE (SEE NOTE 1) N IIB) C&G HARMONY ROAD TYPICAL SECTION #6 (32+40 To 33+90) STA 33+90 To STA 34+70 TRANSITION TO HARMONY ROAD TYPICAL SECTION #7 110't ROW 32' FL -FL I 32' FL -FL — SIDEWALK 8' 8' 12' 12' MEDIAN 12' 12' _ 8' PARKWAY BIKE TRAVEL TRAVEL VARIES TRAVEL TRAVEL BIK VARIES I VARIES 2.5% _ t 2%2%5:1 '{2 4:) 2% I 2% 2%- I 2%-2.5% TYPE 2 6" SIDEWALK W/ (SECTION IB) }26" PAVEMENT SECT(TYP.) 26" PAVEMENT SECTION (TYP.) C&G 2s" PAVEMENT SECTION (TYP.) (SEE NOTE 1) CENTERLINE LOCATION 6" COMPACTED SUBGRADE (SEE NOTE 1) (SEE NOTE 1) & ELEVATION OF CHANNEL TYPE 2 (SECTION IIB) C&( HARMONY ROAD TYPICAL SECTION #3 6" SIDEWALK W/ SHOWN ON SHEET 33 1p (STA 24+30 To STA 25+75) STA 25+75 To STA 26+55 TRANSITION TO HARMONY ROAD TYPICAL SECTION #4 T 10't ROW 6 COMPACTED SUBGRADE -4" PERFORATED UNDERDRAIN TYPE 2 (SECTION IIB) C&G 44' FL -FL 32' FL -FL 6' SIDEWALK I 6' SIDEW, 2• 8' 8' 12' 12' 12' 6' 12' 12' 8' 8' PARKWAY BIKE TRAVEL TRAVEL LEFT TURN MEDIAN TRAVEL TRAVEL BIKE PARKWAY VARIES I VARIES 4: 1 2 2% 2% 4:1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&( 0 3' 2 2%-2.5% I 2%-2.5% 27 _ B : 11 , TYPE 2 (SECTION IB) C&G TYPE 2 26" PAVEMENT SECTION (TYP.) 26" PAVEMENT SECTION (TYP.) SECTION IIB) (SEE NOTE 1) (SEE NOTE 1) C&G ESMT 6" SIDEWALK W/ HARMONY ROAD TYPICAL SECTION #4 6" COMPACTED SUBGRADE CENTERLINE LOCATION OF (26+55 To 28+ 19) & ELEVATION SHEETNEL 33 STA 28+ 19 To STA 29+79 TRANSITION TO HARMONY ROAD TYPICAL SECTION #5 TYPE 2 (SECTION IIB) C&G HARMONY ROAD TYPICAL SECTION #7 (34+70 To 36+70) STA 36+70 To STA 36+90 TRANSITION TO HARMONY ROAD TYPICAL SECTION #8 ROW VARIES 110't-120't VARIES 28'-43' FL-EOA I 32' FL-FL- 2' GRAVEL BIKE TRAVEL TRAVEL VARIESRIE VMEDIAN 12' 12' _ 8' AS SHOULDER 12'-14' 12'-14' VARIES TRAVEL TRAVEL BIKE VARIES VARIES 2%-2.5% I 27- 1 FUTURE SIDEWALK 4'• -- TYPE 2 (SECTION IB) FUTURE C&G L26" PAVEMENT SECTION (TYP.) TYPE 2 (SECTION IIB) C&G (SEE NOTE 1) 6" ABC (CLASS 5 OR 6) 26" PAVEMENT SECTION (TYP.) (SEE NOTE 1) HARMONY ROAD TYPICAL SECTION #8 (36+90 To 37+53) STA 37+53 To STA 39+ 13 TRANSITION TO HARMONY ROAD TYPICAL SECTION #9 LML THE 26" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 2" HMA GRADING S (100) (PG 64-28) 6" HMA GRADING SG (100) (PG 58-28)(2-3" LIFTS) 6" ABC (CLASS 5 OR 6) 12" FLY ASH TREATED SUBGRADE 3 2. THE 27" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 1" 2" HMA GRADING S (100) (PG 64-28) 7" HMA GRADING SG (100) (PG 58-28)(2-3.5" LIFTS) 6" ABC (CLASS 5 OR 6) 6' SIDEWALK 12" FLY ASH TREATED SUBGRADE 8' 2'- PARKWAY 3. THE 22.5" CONCRETE SECTION SHALL CONSIST OF THE FOLLOWING: 10.5" PORTLAND CEMENT CONCRETE (CLASS P) ?% 2% 4'1 12" FLY ASH TREATED SUBGRADE 4: 1 4. THE COMPACTED SUBGRADE NEEDED BENEATH PAVEMENTS CAN BE INORGANIC ON -SITE OR SIMILAR OFF -SITE SOILS WITH 100 PERCENT PASSING THE 6-INCH SIEVE, PLACED IN 8-INCH MAXIMUM LOOSE LIFTS AT 2 PERCENT BELOW TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698). 6" SIDEWALK W/ 6" COMPACTED SUBGRADE 6' SIDEWALK 8' 2' PARKWAY 2% 2% 4:1 4: 1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G RECORD DRAWING DATE: 11/11/09 1(X:)(7C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 INTERWEST CONSULTING GROUP PREPARED UNDER THE DIRECT SUPERVISION OF - t 33441 rc P •,� O SSIONAL ECG REVISIONS: DATE: DESIGNJDDLY: DRAWNBY:APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SHEET CITY OF FORT COLLINS, COLORADO " S SCALE: DATE: CHECKED BY: DATE: 12 OF ENGINEERING DIVISION N/A ( 12 15 08 I TYPICAL SECTIONS 61 C1 - 298 F"• V VARIES 110't-1 VARIES 28'-43' FL—EOA 47 FL —FL 2' GRAVEL I BIKE TRAVEL TRAVEL MEDIAN VARIES VARIES VARIES15' 12' 12' SHOULDER 12'-14' 12'-14' LEFT TURN TRAVEL TRAVEL HARDSCAPED ME IAN VARIES COVER (TYP.) VARIES 4: 1 27-2.5% I 2%-2.5% -- FUTURE SIDEWALK FUTURE TYPE 2 (SECTION IB) C&G 26" PAVEMENT SECTION (TYP.) TYPE 2 (SECTION IIB) C&G (SEE NOTE 1) 6" ABC (CLASS 5 OR 6) 26" PAVEMENT SECTION (TYP.) (SEE NOTE 1) HARMONY ROAD TYPICAL SECTION #9 6' SIDEWALK 81 2' PARKWAY 2% 2% 4•.1 4: 1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G (39+ 13 To 39+60) 3 3 W W ROW VARIES 110't-120't VARIES 28'-43' FL-EOA 47't FL -FL 4' MEDIAN VARIES EX 5't SIDEWALK* BIKE TRAVEL TRAVEL BIKE 2' GRAVEL 15' 12' 12' VARIES VARIES VARIES 20't EX PARKWAY* SHOULDER 12'-14' 12'-14' LEFT TURN TRAVEL TRAVEL (7'-8') HARD CAPED MEDIAN VARIES COVER (TYP.) I VARIES 4. 1 2%-2.57 I 27-2.5% —T---=T------- FUTURE SIDEWALK FUTURE TYPE 2 (SECTION IB) C&G 26" PAVEMENT SECTION (TYP.) TYPE 2 (SECTION IIB) C&G (SEE NOTE 1) *STA 39+60 TO STA 40+21 6" ABC (CLASS 5 OR 6) PROPOSED 6' SIDEWALK TRANSITIONS TO EXISTING 5' SIDEWALK 26" PAVEMENT SECTION (TYP.) PROPOSED 8' PARKWAY TRANSITIONS TO EXISTING 20' PARKWAY (SEE NOTE 1) HARMONY ROAD TYPICAL SECTION # 10 (39+60 TO 40+60) STA 40+60 TO STA 41 +50 3 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 1 i 3 W W I _ nn'i onw I 4' 2' GRAVEL BIK SHOULDER —T--==T------- 4:i FUTURE SIDEW FUTURE TYPE 2 (SECTION IIB) C&G 6" ABC (CLASS 5 OR 6) 26" PAVEMENT SECTION (TYP.) (SEE NOTE 1) VARIES 28'-43' FL—EOA TRAVEL TRAVEL MEDIAN IVARIES VARIES VARIES 15'- 12'-14' 12'-14' LEFT TURN HA DSCAPED MEDIAN VARIES COVER (TYP.)—\ 2%-2.5% 4--A 1 2% 8.5' SIDEWALK IHICKEND EDGE) ROW VARIES 120't-123't- 66' FL —FL 1 12' RIGHT 6' 12' 12' 12' MEDIAN TURN BIKE TRAVEL TRAVEL LEFT TURN VARIES VARIES 2%-2.5% VARIES 32'-36' FL —FL 6' SIDEWALK TRAVEL TRAVEL 81 —VARIES VARIES BIKE 10' PARKWAY 2'- 12'-14' 12'-14' VARIES 27-2.57 2% 27 4•,1 4: 1 6" SIDEWALK W/ —TYPE 2 (SECTION IB) C&G 6" COMPACTED SUBGRADE 22.5" CONCRETE SECTION (TYP.) (SEE NOTE 3) TYPE 2 (SECTION IIB) C&G 6" THICKENED HARMONY ROAD TYPICAL SECTION # 13 EDGE SIDEWALK W/ 6" COMPACTED SUBGRADE (50+85 To 53+50) (SEE DETAIL, SHEET ) STA 53+50 To STA 55+08 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 14 ROW VARIES 105't 112't EX 7't FL —FL VARIES (30.5' — 53')� I-32' FL —FL SIDEWALK EX 12't 6't 12' 12' PARKWAY BIKE TRAVEL TRAVEL VARIES 2%-2.5% �EX SIDEWALK EX C&G 27' PAVEMENT SECTION (TYP.) (SEE NOTE 2) TYPE 2 (SECTION IB) TYPE 2 (SECTION IIB) C&G 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) 12' 12' 8' AVEL TRAVEL BIKE VARIES 1 2%-2.5% 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) HARMONY ROAD TYPICAL SECTION # 14 (55+08 To 56+50) _.. VARIES 101't-105't 30' FL —FL 6't 12' 12' 31KE TRAVEL TRAVEL VARIES 2%-2.5% 26" PAVEMENT SECTION (TYP.) 1. THE 26" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: (SEE NOTE 1) �— ��— — 2" HMA GRADING S (100) (PG 64-28) EX SIDEWALK 6" HMA GRADING SG (100) (PG 58-28)(2-3" LIFTS) EX C&G 27" PAVEMENT SECTION (TYP.) 6" ABC (CLASS 5 OR 6) (SEE NOTE 2) ONY ROAD TYPICAL SECTION # 1 i 12" FLY ASH TREATED SUBGRADE TYPE 2 (SECTION IB) 1 32't FL —FL 12' 12' 6't TRAVEL TRAVEL BIKE VARIES j 2%-2.5% EX 5't SIDEWALK t EX PARKWAY--+— ---- - - NOTE: 1 (41 +50 TO 42+83) 2. THE 27" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 2" HMA GRADING S (100) (PG 64-28) STA 42+83 TO STA 47+00 7" HMA GRADING SG (100) (PG 58-28)(2-3.5" LIFTS) TRANSITION TO HARMONY ROAD TYPICAL SECTION # 12 6" ABC (CLASS 5 OR 6) 12" FLY ASH TREATED SUBGRADE 3. THE 22.5" CONCRETE SECTION SHALL CONSIST OF THE FOLLOWING: 3 10.5" PORTLAND CEMENT CONCRETE (CLASS P) 3 12" FLY ASH TREATED SUBGRADE W 3 W Oi VARIES ROW VARIES 120't-131't (0'-12't) VARIES 28'-43' FL-EOA I 54' FL -FL 8, BIKE TRAVEL TRAVEL SIDEWALK 2' GRAVEL MEDIAN 12' 12' 12' 6' 12' RIGHT VARIES VARIES I 2' SHOULDER 12'-14' 12'-14' VARIES LEFT TURN TRAVEL TRAVEL BIKE TURN VARIES I VARIES 27-2.57 2%-2.5% 2% 4,1 —T--_—-------- - - 4• - _-_-_- - 4: 1 FUTURE SIDEWALK' FUTURE TYPE 2 (SECTION IB) C&G L22.5" CONCRETE SECTION (TYP.) 6" SIDEWALK W/ TYPE 2 (SECTION IIB) C&G (SEE NOTE 3) 6" COMPACTED SUBGRADE 6" ABC (CLASS 5 OR 6) TYPE 2 (SECTION IIB) C&G 26" PAVEMENT SECTION (TYP.) (SEE NOTE 1) HARMONY ROAD TYPICAL SECTION # 12 (47+00 To 48+75) STA 48+75 TO STA 50+85 SEE HARMONY AND SHIELDS INTERSECTION PLANS EX 7't SIDEWALK EX 12't SIDEWALK VARIES PARKWAY (7 t-8 ) VARIES 2' (0'-5't) 2% 2% 4.1 4: 1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE LTYPE 2 (SECTION IIB) C&G RECORD DRAWING DATE: 11/11/09 Xk.) 7C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 32' FL —FL TEMP CONSTRUCTION ESMT VARIES — 8' 45'-52' 12' 12' 8' SIDEWALK 2, AVEL TRAVEL BIKE VARIES 2%-2.5% 27 40 __ 4: 1 6" SIDEWALK W/ t27" PAVEMENT SECTION (TYP.) 6" COMPACTED SUBGRADE (SEE NOTE 2) TYPE 2 (SECTION IIB) C&G I VARIES 1 5 11't 6' VARIE HARMONY ROAD TYPICAL SECTION # 15 1 VARIES I TYPE 2 (SECTION IB) C&G I (56+50 TO 58+75) 1 2% 2% � gRIES — 3 iMgX� 3.1 CENTERLINE LOCATION & ELEVATION OF CHANNEL PI SHOWN ON SHEET 34 (57+93 TO 58+75) 3 0 it EX PARKWAY ROW VARIES 100'-101't EX 7't TEMP CONSTRUCTION SIDEWALK VARIES (0'-12't) I ESMT VARIES 72' FL —FL 8' 45'-52' 6't 12' 12' 11' 11' 12' 8' SIDEWALK 5, VARIES BIKE TRAVEL TRAVEL LEFT TURN TRAVEL TRAVEL BIKE 11't 6' VARIES VARIES 27-2.5% 2%-2.557 2% 2% tgR/ RIPRAP `EX SIDEWALK PROPOSED RIPRAP EX C&G 27" PAVEMENT SECTION (TYP.) �27" PAVEMENT SECTION (TYP.) 6" SIDEWALK W/ (SEE NOTE 2) (SEE NOTE 2) 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G CENTERLINE LOCATION PREPARED UNDER THE DIRECT SUPERVISION OF & ELEVATION OF CHANNEL HARMONY ROAD TYPICAL SECTION # 16 �_ SHOWN ON SHEET 34 4NOTE COMPACTED SUBGRADE NEEDED BENEATH PAVEMENTS CAN BE INORGANIC ON -SITE OR SIMILAR OFF -SITE SOILS WITH 100 PERCENT PASSING THE 6-INCH SIEVE, PLACED IN 8-INCH MAXIMUM LOOSE LIFTS AT 2 PERCENT BELOW TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION (58+75 To 61 +25) !1� 01218 W Ash, Suite C = 33441STA 61+25 TO STA 62+ 15 Windsor, Colorado 80550A1 Phone (970)674-3300 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 17 Fax (970)674-3303 °Fs•.. W E S T rCO ��°I N T E RS U L T I N G GROUP S70NAL •�� JDL I JDL SCALE: DATE: CHECKED BY: DATE: N /A I 12 /15 /08 W. HARMONY ROAD IMPROVEMENTS TYPICAL SECTIONS 13 OF 61 �1 - 298 He nl V �,1 - 298 CO Oil \ \\ \ \ O \ \ ARAPAHOE FARM EX SIGNAL POLE TO REMAIN /^ \ (PROTECT INPLACE) \ - '� \ TOWNHOMES EX ELEC BOX & MH TOORREM\AIN�\ P.U.D. / \ \ (PROTECT IN PLACE) "��- \ \ ADJUST EX FIBER OPTIC VAULT (BY OTHERS) (SEE NOTE 18) \ �` �:� �•+� 00 EX TELE BOX TO REMAIN (PROTECT IN PLACE) EX CABLE BOX TO REMAIN ' '. (PROTECT IN PLACE) REMOVE EX STRIPING (TYP.)'W EX ELEC BOX & ` \�j ` �R (COFC TRAFFIC) (SEE NOTE 12) LIGHT POLE TOREMAIN • ♦ O IN _ (PROTECT IN PLACE) \ �` �� May► � `� — + _� � — �1.=--- _-----_ -- 01 _w EX TELE MH TO REMAIN \— (PROTECT IN PLACE) `` 1 22+00 24, \\ — (TYP) s���oe 00 HARMONY CL REMOVE ECG TREMOVE (µC ( ) — _ — CATCH LINE (TYP) _ -- —� \------- — — — IN I O � _ ,..• RESET EX FENCE (220 LF) ADJUST EX FIBER OPTIC VAULT HARMONY RIDGE P.U.D. y. W I I I ELEC POLE & — — (BY OTHERS) (SEE NOTE 11) ' GUY WARE TO REMAIN I EX SIGN TO REMAIN U = (PROTECT IN PLACE) (PROTECT IN PLACE)- (PREX FH TO REMANJ OTECT IN PLACE) W It I ADJUST EX ELEC CABINET REMOVE EX GRAVEL DRIVEWAY (848 SF) O Q (COFC L&P) (SEE NOTE 6) THE INTERNATIONAL CHURCH U I I OF THE FOUR SQUARE GOSPEL E t T __SAWCUT LINE iTYF W REGENCY PARK SECOND FILING EXIST. FULL DEPTH ASPHALT REMOVAL EXIST. CONCRETE SIDEWALK REMOVAL WTROUTMAN PARKWAY it W 7 0 W W Z W WAKE 0TROBIN 0 7 �RkBV C Z tj % W ROBIN WC O 0, N it it W LANE NFF ORNFnNG m EGP N U W N J glG� Z Id i2 U " I HARMONYROAD TW yI Z>_ UC 'A ZQU Iz wo W W Z Q LL� 60 lz t w 0 z U) Y = Z O W FRCC a, U U ENTRANCE U ASHFORD COURT 11. CONTRACTOR SHALL COORDINATE MATH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPUNE. THIS WORK SHALL BE INCIDENTAL TO THE EARTHWORK OPERATIONS AND WILL NOT BE PAID FOR SEPARATELY. 4. 'CATCH LINE" DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY QWEST. CONTACT QWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 8. NOTED CABLE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY COMCAST. CONTACT COMCAST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 567-0245 9. RAILROAD RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY BURLINGTON NORTHERN SANTA FE RAILROAD. CONTACT BURLINGTON NORTHERN SANTA FE RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (307) 432-7357 10. NOTED GAS RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7848 11. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY TRAFFIC OPERATIONS. CONTACT WARD STANFORD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6583 12. STRIPING REMOVAL & SIGNAL RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS TRAFFIC ENGINEERING. CONTACT CITY OF FORT COLLINS TRAFFIC ENGINEERING TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6630 13. EXISTING PVREA POWER POLES TO THE WEST OF THE IINTERSEC11ON TO BE REMOVED BY PVREA PRIOR TO CONSTRUCTION. ALL EXISTING PVREA POWER POLES TO THE EAST OF THE INTERSECTION ARE TO BE RELOCATED BEYOND THE ROADWAY LIMITS WITHIN AN EXISTING OR PROPOSED UTILITY EASEMENT BY OTHERS. THE FINAL LOCATION OF POLES AND THE LIMITS OF UNDERGROUNDING OF THE LINES AT THE HARMONY/SHIELDS INTERSECTION TO BE DETERMINED BY PVREA. 14. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 15. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COWNS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 16. WARP SIDE SLOPES OF DITCH TO KEEP GRADING OUTSIDE OF EXISTING TREE DRIPIUNE. 17. THE ABANDONMENT, REMOVAL AND/OR RELACATION OF THE FCLWD WATER SYSTEM IS TO BE PERFORMED BY OTHERS. CONTACT TERRY FARRILL. PHONE: (970) 226-3104 18. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PAETEC COMMUNICATIONS (McCLEOD). CONTACT MIKE BAUMBACH TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 994-8016 .,. II EX UE EX AE, �f OE & UE E, EX DE & Ur ---may � I FORT COLLINS SECOND I' AND HARMONY P.U.D. SAWCUT LINE (TYP.) CL STA 31+90.0, 76.2' LT SAWCUT LINE (TYP.) CL STA 34+28.4. 66.3' LT BEGIN EX C&G REMOVAL I I I CL STA 34+43.6. 66.0' LT BEGIN EX C&G AND SW REMOVAL END EX C&G REMOVAL_ ' STA 32+14.9, 76.2' LT CL STA 34+13.8, 731.9' LT — X — — — k — — X \I 1 I RELOCATE EX CABLE PEDESTAI (UE & T (PROTECT A PLACE) REMOVE EX CABLE PEDESTAL (BY OTHERS) (SEE NOTE 8) EX TELE CABINETS TO REMAIN (BY OTHERS) (SEE NOTE 8) \ OTHERS) (SEE NOTE 8)� " RESET (EX 1 EX UE EX TELE PROTECT IN PLACE \ * FENCE (140 LF) EX ELEC CABINETS &VAULT TO REMAIN TRACT A -T}— RELOCATE EX CA \\ (BY (PROTECT IN PLACE) CATCH LINE (TYP) I \ ADJUST EX ELEC VAULT I .Y TA/N BELL ESMT N (COFC L&P) (SEE NOTE 6)� EX UE c c s — _ ADJUST EX ELEC MH — c c EXIST. TREE TO BE REMOVED EXIST. TREE TO BE PROTECTED (SEE NOTE 3) EX UE REGENCY PARK CONDOMINIUMS I END EX C&G REMOVAL h.l CL STA 31+65.2. 76.2' LT �• REMOVE EX C&G (21 LF) 4• RESET EX FIRE HYDRANT .I E�i�(COFC L&P) (SEE NOTE 6) RESET FX WATER SERVICE PIT E E ` CURB E E I �rT REMOVE EX ■,� W E T T T E E E TCONC RAMP- T 7 �T T T I SW (722 SF) T T T T T T T T T T T REMOVE EX SW (1120 SF) E T T T T T T T T RELOCATE EX ELEC VAULT T T OHE ADJUST EX WATER VALVE OHE OHE OHE ADJUST EX TELE MH'S — (COFC L&P) (SEE NOTE 6) OHE� HE OHE (SEE NOTE 7)OHE (BY OTHERS) W OHE OHE _ w — — — — — — �„� -••�«.,. c.., _ c c c - - - - - - - •.• ••- .,,....,_ — — — — c c — — — — — — — - - - - - - T - - T - ° / BEGIN EX C&G REMOVAL — — — REMOVE EX C&G (262 LF) REMOVE EX CONIC PAVEMENT G — — — — — — G1+06"" •'"' """ •'"' 32+00 EX TREE TO BE REMOVED (TYP) 35+00 U 2 OD 6+00 - 27+00 8+00 29+00 — — -- � - - +-- 30+00 I I- I w -Ir I— � F „ - -h-- - i" REMOVE EX 15- CULVERT (62 LF) HARMONY CL (TYP) REMOVE EX 15' CULVERT (61 LF) REMOVE EX C&G (236 LF) %44 - Y --T- - - ---- -- ----- - - - - - - - - - --------•------. -.-- -- - - --� - - -------------------- I� REMOVE EX 18 \ — — — — — RELOCATE EX ELEC VAULT ✓STORM 47 LF & FES ADJUST EX WATER VALVE \ RELOCATE EX ELEC VAULT HARMONY ROAD \ z RELOCATE EX FO BOXES G ( SEE) & F 16 RESET EX FENCE (245 LF) ' (COFC L&P) (SEE NOTE 6) (COFC L&P) (SEE NOTE 6) 1 RESET EX FENCE (260 LF) (BY OTHERS) (SEE NOTE 18) FO FO FO FO FO FO 0 —c E c E E E E E E EX TREE TO BE— _FC E E E E E E �^ E- c T lit//f 1 I MODIFY EX MH — (BLOCKGROUT OPENING)) I 1 �EX TREE TO BE EX - 1 • • • • •• REMOVED BY OTHERS —REMOVEDOTHERS _ r ■ \1- i ;arr_ r liras 110 .vr PAN 4 . • • •ilia i/Ip3 ir. �`..,,. �\11I� r= ;..,y /ID. ^ S dll/ SAWCU LINE TYP TCE SAWCUT LINE ILI w aV I TIC VAULT�— • ,\1vi v-; �110 - I r _\ /. • . i S i 5 -vr ro \IIIr Mn, u\� \II/� i � �� J%: -„ � /11\ �\%i "IS • IG Ill\ .\116 �/1- qV om� � � �� � � d11I Orr• Iln � -.l� � � � S lN� OIIV% QG G O SEE NOTE 1 `1Vj I♦I�\. -.b =,,,� I r%h GI�1�r �iIID armo rU1P TOLE PEDESTAL • • • •ris 1 •-• • . •EX TELE PEDESTAL TO: TO BE I (TYP) LIGHT STAN z 1 • • - P.U.D. IL w 1 1 INTERWEST 50 25 0 50 SCALE: I " = 50' 100 RECORD DRAWING DATE: 11/11/09 J1X:i0C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R 0 U P PREPARED UNDER THE DIRECT SUPERVISION OF 33441 r' SS7ONAL REVS ISIONS DATE: DESIGNED BY: DRAWN BY: APPROVED BY: "SHEET CITY OF FORT COLLINS, COLORADOort CollinsSCALE: DATE: CHECKED BY: DATE: JDL I JDL W. HARMONY ROAD IMPROVEMENTS 15 of -- ENGINEERING DIVISION - 1"-50' I 12 15 08 I REMOVAL & RELOCATE PLAN 61 C1 - 298 OD W TROUTMAN PARKWAY O#6 K O N�� W WAKE OJ g >_ Gq RO K FF O W LANE Im D eUIy T7N IL Z < W Y P a R G m F EG r gfp� U W WAKE � J Z > 0 m0 ROBIN 0 U LANE W m HARMONY ROAD UZ ° ZW ... O�rj .i'W ow Z> WU' C WE WO K J O C W 6 1 FRCC 2 q W Z m Z U ENTRANCE '_ U NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPLINE. THIS WORK SHALL BE INCIDENTAL TO THE EARTHWORK OPERATIONS AND WILL NOT BE PAID FOR SEPARATELY. 4. "CATCH LINE' DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT k POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE do FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY OWEST. CONTACT OWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 8. NOTED CABLE do FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY COMCAST. CONTACT COMCAST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 567-0245 9. RAILROAD RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY BURLINGTON NORTHERN SANTA FE RAILROAD. CONTACT BURLINGTON NORTHERN SANTA FE RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (307) 432-7357 10. NOTED GAS RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7848 11. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY TRAFFIC OPERATIONS. CONTACT WARD STANFORD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6583 12. STRIPING REMOVAL do SIGNAL RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS TRAFFIC ENGINEERING. CONTACT CITY OF FORT COLLINS TRAFFIC ENGINEERING TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6630 13. EXISTING PVREA POWER POLES TO THE WEST OF THE INNTERSECTION TO BE REMOVED BY PVREA PRIOR TO CONSTRUCTION. ALL EXISTING PVREA POWER POLES TO THE EAST OF THE ]INTERSECTION ARE TO BE RELOCATED BEYOND THE ROADWAY LIMITS WITHIN AN EXISTING OR PROPOSED UTILITY EASEMENT BY OTHERS. THE FINAL LOCATION OF POLES AND THE LIMITS OF UNDERGROUNDING OF THE LINES AT THE HARMONY/SHIELDS IINTERSECTION TO BE DETERMINED BY PVREA. 14. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 15. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 16. WARP SIDE SLOPES OF DITCH TO KEEP GRADING OUTSIDE OF EXISTING TREE DRIPLINE. 17. THE ABANDONMENT, REMOVAL AND/OR RELACATION OF THE FCLWD WATER SYSTEM IS TO BE PERFORMED BY OTHERS. CONTACT TERRY FARRILL PHONE: (970) 226-3104 18. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PAETEC COMMUNICATIONS (McCLEOD). CONTACT MIKE BAUMBACH TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 994-8016 19. CONTRACTOR TO COORDINATE WITH US POST OFFICE FOR TEMPORARY MAILBOX LOCATIONS FOR USE DURING CONSTRUCTION. DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION EXIST. FULL DEPTH ASPHALT REMOVAL EXIST. CONCRETE SIDEWALK REMOVAL EXIST. TREE TO BE REMOVED ® EXIST. TREE TO BE PROTECTED (SEE NOTE 3) 0 EXIST. STUMP TO BE REMOVED Fort •I c JDL I JDL f SCALE: DATE: CHECKED BY: DATE: 1 "=50' I 12/15/08 A LIMITS OF CONSTRUCTION girl 50 25 O 50 SCALE: 1 " = 50' 100 INTERWEST 0 ASHFORD COURT Fo - RECORD DRAWING DATE: 11111 /09 1SYrXX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF 33441 r' sS�ONAL,E W. HARMONY ROAD IMPROVEMENTS 16 REMOVAL & RELOCATE PLAN c1 — e OF 61 298 00 ^/01% 4M LIMITS OF CONSTRUCTION (SEE HARMONY/SHIELDS k I 1 INTERSECTION IMPROVEMENTS a PLANS FOR CONTINUATION) I I l\ LARKS NEST PDP I' // _ % THE WOODLANDS THE WOODLANDS CONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. EX TREES TO BE TRANSPLANTED (6) 3 w © ® o (BY OTHERS)(COFC FORESTER) dl -- 1 o ° EX ROW LINE (TYP) i �• j .mom^ ° „�.,,, EX SIDEWALK (TYP) o END EX SW REMOVAL EX DE & BEGIN EX SW REMOVAL fAbJUST EX TELE MH'S END EX 55+ REMOVAL CL STA 53+67.8, 50.5' LT CL STA 55+07.6, 35.1' LT EX C&G ■ CL STA 50+83.7, 38.8' LTY OTHERS SEE NOTE 7 (TYP) ,;��h I � y�%%��;•%�%%�:�%%��S• i2i�%i2i�i�i�%i4%i4%%i3i�'i�%%i%%i�i��ii�%i4^ - - W • , ill •,� • _ _ IIIE I�. I�I� .. ..------------ ----- r - --- --_ s- .. - ----------- --- HARMONYROAD (BY OTHERS)(SEE NO it 7) C _EX EDGE OF ASPHALT (TYP ADJUST Ex TIBER OP �nC BOX HARMONY CL (TYP) I G �I •2•ir.Tl • T_ F• • -- • - • • • • —REMOVE- STORM p•! *_ 0,10 ADJUST EX TELE I CATCH LINE (TYP)•••(BY OTHERS) (SEE NOTE 7) 7 CIL STA R„ i �: •BEGIN EX M RIPRAP VE EX RIPRAP III ADJUST EX FIBER OPTIC BOX • •. TELE PEDESTAL RELOCATE EX . OPTIC /\? •• TO REMAIN (PROTECT IN PLACE) •FRONTRANGECOMMUNITY COLLEGE EXIST. FULL DEPTH ASPHALT REMOVAL i r EXIST. ASPHALT REHABILITATION 2" TAPER MILL (BY OTHERS) & OVERLAY (118,738 SF) (BY CONTRACTOR) l.� � Wit`♦���t-t tt♦t#♦♦ EXIST. CONCRETE SIDEWALK REMOVAL EXIST. TREE TO BE REMOVED THE WOODLANDS FILING 5 REMOVE REPLACE EX SIGNAL POLE (SEE NOTE 12)7711 • • ilrr•1i • Dim —RELOCATE PEDESTAL— .. — ____- _-_ r (BY OTHERS) (SEE NOTE .. . . r _,_=,,�RELOCATE EX TELE PEDESTAL • • • ilf,r�li!-A.!!•l--f.!li1--i!!f E-f 11 it i!lrif /�►�l i1#r� •I�f.fll!-_filf>tlf i_,.l wsr_/wrw!'�w ri•w lsir•!'�.i ,i.. ., ,l•- WTROUTMAN PARKWAY D W WAKE ROBIN D W W O > J z Gq RKQW K K F 2:4/ W Q O LANE Im Im D d'R/yFNNG LL U)FW lz W N FF Z m i Uj IU,i �pP g(`!� Z w WAKE N W ROBIN U 1 I W D LANE k.• I C AD k;I W l I rc a ZW Off% DtZ` D k•I W ? THE WOODLANDS IJul ZY �I Dc� CQ: W .Wi O Q WIr C .I •I FILING 5 Y O a a❑ w FRCC w ? O W m Z a l M G U, ENTRANCE i V m Q BEGIN EX C&G & SW REMOVAL " I CL STA 61+89.2, 72.0' LT ASHFORD RELOCATE EX SIGNAL POLE COURT - (SEE NOTE 12) I. All RELOCATE EX ELECTRIC VAULTS? _ �(COFC L&P) (SEE NOTE 6) REMOVE EX,_/� �, 7fiA.1F CONIC CURB RAMP W RELOCATE EX SIGNAL BOX REMOVE EX SW (1271 SF) (COFC TRAFFIC) (SEE NOTE 12) ADJUST EX ELEC IZ REMOVE EX SW (407 SF) (COFC L&PXSEE NOTE 6) J RELOCATE EX —F—I I — --1-- 3: ELECTRIC BOX g2+ --= 3+00 .i (SEE NOTE 61BEGIN EX C&G REMOVAL c .N V1,1EIGl CL STA 60+53.0, 65' RT EMOVE EX RIPRAP, STOCKPILE, RESET EX —END EX RIPRAP REMOVAL CHANNEL &REPLACE RIPRAP FIRE h. ,DRANT" RELOCATE EX SIGNAL POLE (APPROX. 7550 SF) (SEE NOTE 12) i CATCH UNE (TYP) / ADJUST EX SIGNAL BOX &CABINET I / (COFC TRAFFIC) (SEE NOTE 12) / FRONT RANGE END EX C&G REMOVAL CL STA 61+51.9, 62.1' RT COMMUNITY COLLEGE J / / / END EX SW REMOVAL (LIE & DE) • >##ft#t#t♦ ♦ ♦####+t+###++♦ #t +t♦#♦#t##♦♦'►A+w♦♦#t+t##♦t#♦t##tt♦+♦#♦t♦#♦#♦### #♦t#♦fit♦t ♦rtt♦tt #'►tt#ttttt ►♦#! r♦♦wtswiwwtw+iwt#OOi#ww♦twwwtwww#wwwtwww##ww♦##wtr ♦wwwwwt#wwttww♦##♦wtw tw ♦ # ♦w ♦♦w ♦#w ♦tt#wi♦w#♦♦♦#w♦♦♦♦♦tw#♦###♦# w #+. w♦t♦##♦tw#♦tw#w♦w#wwt♦tt ♦ ♦ ♦ ♦♦ ♦ # ## ♦#tww♦♦#♦♦♦#ww♦#♦♦#try tw y 33a+� ♦ ♦# ♦♦t♦#♦♦#♦#♦♦♦♦♦♦♦♦♦+twww#♦t♦♦t##♦#t##♦♦t♦ r ♦!♦r##♦##♦♦w♦w♦♦w#wttw♦#tww##www♦#♦♦#ww♦♦ww♦#♦w♦##wwww♦#♦rw♦♦t#ww♦♦t♦tw♦♦#rw♦wt#♦♦rww ♦w�##ww#s♦♦r#♦t♦♦w♦♦♦#tw♦♦♦##www♦#wwwww#w♦w♦♦#w#♦♦#♦#♦ ♦#♦ww♦#www♦♦w♦##♦#r#www#wwt♦#� # ♦#ww #w♦ ♦ ##♦i♦#♦w♦w##w♦www#♦#♦+##♦www♦♦ ♦ i�♦♦#tt'►♦'►#O♦#+t'►t♦Owtw'►#tOt+#wwO#O##wtwOw+w'►♦wOwt#+ww♦w♦+wt#wOwt♦'►#Oww##♦w###tww♦ww♦O#wOwt♦ww♦♦twwt#tw##♦t###twt#t♦ .+-��,#isL♦atata#a♦.♦ata♦a♦a#a#a+a#atatawaw.#a*a♦a#ea+at.#ee+ew.+a+a#a+.'�:>f%:+.+r+D.+.+a+.+.+.+a+.+.+.+.+.'�t�:�rl:,'+.�.�.+Q.�.�.*r�.�.�.*a*.�.�.+c'fii%��#r#.w.w�♦.#s ..... — - 84+0� 0— I 65+00 E... 8 00 ��- U................ — — _ ° — EX ROW LINE (TYP)� 4 T T S T REMOVE EX BARRICADE WS \ W w --i (BY OTHERSXSEE NOTE 2) -UE '— UE T _ — U — — — — \\ CATCH LINE (TYP)� RELOCATE EX TELE PEDESTAL (BY OTHERS) (SEE NOTE 7) HARMONY ROAD I COVENTRY SUBDIVISION FILING 2 I FRONT RANGE COMMUNITY COLLEGE NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOC TIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS & BARRICAEDS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPUNE. THIS WORK SHALL BE INCIDENTAL TO THE EARTHWORK OPERATIONS AND WILL NOT BE PAID FOR SEPARATELY. 4. "CATCH LINE' DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY QWEST. CONTACT QWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 8. NOTED CABLE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY COMCAST. CONTACT COMCAST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 567-0245 9. RAILROAD RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY BURLINGTON NORTHERN SANTA FIE RAILROAD. CONTACT BURLINGTON NORTHERN SANTA FIE RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (307) 432-7357 DATE: EX US WEST & PI ESA/T T ADJUST EX FIBER OPTIC BOX 10 T — w(BY OTHERS) (SEE NOTE 18) �\\ " E REMOVE & REPLACE EX SIGNAL POLE _(COFC TRAFFIC) (SEE NOTE 12) RELOCATE EX SIGNAL B0 (SEE NOTE 12) REMOVE EX C&G (33 LF EACH SIDE) \tea END EX C&G REMOVAL ADJUST EX CL STA 61+90.8, 62.1' RT SAN MH i RELOCATE EX ELECTRIC VAULTS V" (COFC L&P) (SEE NOTE 6) UZ I IL W N LARKBOROUGH P.U.D. 50 25 0 50 SCALE: 1 " = 50' 100 „ . � �. � - Y: w - - � � + ♦ � ♦ - � #�`, � ''# ♦r ♦www♦#♦♦♦#t♦♦w#w♦wt♦#'•#♦#♦##♦♦♦«♦♦♦twt♦rwwwt♦♦###♦♦♦t♦�♦##♦♦♦r♦♦wt#♦t#♦♦♦r♦ ♦ ��♦♦♦♦♦#w♦♦+#♦♦«♦♦�#♦♦♦♦sw♦♦t♦♦w ♦♦♦ ♦#♦ t ♦ #♦♦#r♦ # ♦�♦♦##♦ w# ♦ ♦ s♦ ♦rw♦##♦w#r#w♦♦♦w###wws#wwwsw � # # t ♦ r ♦♦ # w♦ t ♦ ##wwt♦♦♦♦#♦♦w♦ww#ww♦##♦♦r#wwtwwww#wwr♦w♦s♦##♦ ♦w# ->♦wwtsww###t###ww ♦w♦w#w# ♦♦♦ ♦w♦t ### ♦d ♦♦♦ ♦♦♦ w♦ -. t#♦ w#♦##s♦wt #wt♦ ♦tw##♦«♦ # # ♦ # ♦♦ ♦♦wwwww♦w♦tawtt♦ww ♦ « # ♦tw wi♦«#w#♦#♦tt#wwwr#tt ♦ t ♦ w♦ ♦ # • ♦ t#♦##♦♦s##♦w##tw#♦w♦#++##ww##www#♦w###♦♦#w#♦w#wtw♦ # #,.♦♦t♦♦#t♦t♦♦#♦♦#♦t♦st♦♦♦#♦w♦♦t♦#♦t♦♦t#w♦w#tw♦♦t♦♦♦♦♦#r#ww#tw+♦♦♦«♦♦♦♦♦rw♦p�w♦#♦�tt##�r#♦t♦###tt♦�♦#«�♦�♦�♦#♦#♦�#w#«♦�♦♦♦#♦�♦#�#i#i♦i«rti♦i♦♦♦♦rt###♦♦####♦♦w##♦r♦♦♦r#♦♦ ♦ i,.#♦♦+ww###wt#sw♦«#♦♦w#w♦#rw♦♦♦ww«♦♦wwtrw♦t#♦♦#s♦###wwttw♦#rw♦w♦www♦♦#♦rw♦♦ rw♦ ♦ ♦ tww♦rw ♦r#w♦t#w#w#wwtswww♦♦♦♦ , ♦ r r s # ♦# +♦#♦ ♦# ♦#♦♦♦#w♦+ww♦s♦w♦t♦w♦t#w♦##ww♦♦ww♦#w♦♦rwi►iw#w#s♦wt#♦w♦##w♦##wwt♦♦w♦ ♦ww �iw♦w#«#w#t#♦♦w#♦w♦i♦♦#www♦#w♦♦w#wt♦#w♦t#w♦t##♦t#ttw♦#wt##♦##♦♦#«#♦♦w#####♦♦##♦wt## ww♦#t#♦wt#w#ww#♦ts#♦#w#www#t♦w#wtt♦#♦tt#w♦♦t#,•#♦#„►ttw##♦♦♦#wit#♦t#„►#♦♦##♦t,! t # ♦ ♦ ♦ ♦#♦#♦#♦♦♦#t♦#wwt♦♦♦tw#♦t♦♦rw♦###w###wwt♦#♦#♦wtw♦w♦#♦♦wt#t♦#♦tt«#t♦###♦♦##♦w♦♦#♦♦+♦##♦#t♦##t##♦ww# #♦+► t♦ ♦ iw##t#t♦♦t♦♦♦#rt♦♦♦♦r♦r'►##♦##♦♦♦♦#r#♦♦♦#t♦♦♦♦t#♦♦#♦##♦t♦♦r♦♦♦♦♦♦♦r♦♦♦rr♦♦«♦♦♦«t#«♦♦♦♦♦#♦♦♦r♦♦#♦♦♦♦♦♦♦♦#w♦♦#r♦♦###♦#r#♦♦r#♦♦♦tw♦rt♦♦rt#♦#t♦##t♦♦#t##♦r♦♦♦r♦ #�♦ � ♦♦Qt,►♦,!` }yri'#♦#♦♦t♦#######♦#♦###♦#t##♦♦♦♦�(•.�r.,.wt+«+O+♦♦♦t#'i#♦t#♦tt###♦t#tt4i##♦�('y�..+j+t+j+Qj+♦+1/+♦+j+#+♦+j+#+♦+f��M. r�#+j+#+♦+«+j+#+j+►+j+#+#+1+1/+j+j+lh++►+Qj+w'!#♦♦##♦t'►#♦♦♦#♦♦###♦♦#♦ttw�:�.�'ii+j+j+j+t+Qj+t+ll+j+t+t+tk#♦##♦♦♦i-.iir��..r�-.At+#+j+j+t+###♦�♦♦tw######tt♦♦� .. + �►# ♦ ♦ #Y►Y►#r t w # t t /> #r♦ t # ###♦#'i�#,y,##'V # #«#♦,•w #♦♦,�!llw# ♦r♦,!w ♦ #r�#♦�♦,•# w♦#,►♦,►#♦♦•►,►#rt♦#♦#,►#♦♦♦w♦i��+,•t♦t♦♦r♦♦♦♦♦♦«1r,4,•♦#♦#r♦+!#♦#####,f !#/,+♦lR♦♦♦+►t♦r#♦♦♦#V♦r♦♦#♦'k##t#♦t♦!`♦ f'#♦##♦'►t♦t#♦«t##♦w###♦'►r♦tt♦#♦###t'►♦## #♦t♦♦♦'►«#♦#♦w♦##!t##'►#♦t'►rt♦#♦♦##+►♦�♦# ###♦#♦♦♦#♦####'►♦t#w###'►#t♦♦#♦«♦!#w♦♦♦r#♦♦♦♦t##♦♦♦Ott###♦##♦#♦#♦♦♦♦♦r♦#t♦tr##♦♦t##t#r♦♦♦t♦ ♦♦♦#♦t♦#♦t♦#t♦##♦♦r• 4'♦#♦t♦♦#r♦♦♦#♦♦♦t#♦♦♦♦♦♦♦♦#♦♦♦##♦r♦♦♦r##♦t,•#♦♦r♦#♦tt,�###♦#♦«♦,►♦#♦t#,Mr +t#♦♦#�►i♦t###t#♦#ts###♦##♦t♦♦♦t###t#♦#t#♦♦♦##♦w#♦tt#♦#♦###t♦#d#t#♦♦t#####♦♦t##tt#tJ�[��.tt#♦tt##♦t###:s#♦♦##♦♦###♦t#♦♦t###tws#♦#tw♦#♦#t ##i#♦♦t##i♦i#♦##♦#♦«#tt#• .A_!.�♦A_��♦.?�♦_#!�#_#1R►+►_A♦�+►_At��«_�«.►_♦:#_#ltGtd��A♦�#_A►_�#_r.►_i_L♦��+►Af A#�♦.►��t�b�#.►t.#�tA#�..►�#�t�#t.►►.t�♦�#�♦Ah�t�♦. �#,+�♦�„#a♦,.ta♦a#a#ata#a#a#a#ia#a.►ta a#a atataaaaaaaaaaaaaaaa�a I• I � I s COVENTRY III COVENTRY COVENTRY SUBDIVISION FILING I SUBDIVISION I I I: II W I I SUBDIVISION FILING I t I U I I FILING 2 s I 10. NOTED GAS RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-7848 I� 11. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY TRAFFIC OPERATIONS. CONTACT WARD STANFORD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6583 12. STRIPING REMOVAL & SIGNAL REMOVALS, RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS TRAFFIC ENGINEERING. CONTRACTOR SHALL REMOVE CONCRETE TRAFFIC SIGNAL POLE BASE (TOP 3 FEET) CONTACT CITY OF FORT COLLINS TRAFFIC ENGINEERING TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6630 13. EXISTING PVREA POWER POLES TO THE WEST OF THE IINTERSECTION TO BE REMOVED BY PVREA PRIOR TO CONSTRUCTION. ALL EXISTING PVREA POWER POLES TO THE EAST OF THE IINTERSECTION ARE TO BE RELOCATED BEYOND THE ROADWAY LIMITS WITHIN AN EXISTING OR PROPOSED UTILITY EASEMENT BY OTHERS. THE FINAL LOCATION OF POLES AND THE LIMITS OF UNDERGROUNDING OF THE LINES AT THE HARMONY/SHIELDS IINTERSECTION TO BE DETERMINED BY PVREA. 14. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 15. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 16. WARP SIDE SLOPES OF DITCH TO KEEP GRADING OUTSIDE OF EXISTING TREE DRIPLINE. 17. THE ABANDONMENT, REMOVAL AND/OR RELACATION OF THE FCLWD WATER SYSTEM IS TO BE PERFORMED BY OTHERS. CONTACT TERRY FARRILL. PHONE: (970) 226-3104 18. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PAETEC COMMUNICATIONS (McCLEOD). CONTACT MIKE BAUMBACH TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 994-8016 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION RECORD DRAWING DATE: 11 /11 /09 XX-ff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. INTERWEST 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P DESIGNED BY: DRAWN BY: 'APPROVED BY: W. HARMONY ROAD IMPROVEMENTS JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1 "= 50' I 12 /15 /08 I REMOVAL & RELOCATE PLAN PREPARED UNDER THE DIRECT SUPERVISION OF 33441 `1 Ate':, SS7ONAL ECG 1'7 OF �61 C1 - 298 6 Cam] C1 - 298 co ID` cal 1 CONSTRUCTION PLANS FOR W. HARMONY ROAD IMPROVEMENTS FROM APPROX. 500" EAST OF STARFLOWER DRIVE TO APPROX. SOT EAST OF SHIELDS STREET AND FROM APPROX. 50" WEST OF SHIELDS STREET TO SENECA STREET ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LT LEFT AE ACCESS EASEMENT MH MANHOLE ARV AIR RELEASE VALVE PE PEDESTRIAN EASEMENT ASSY ASSEMBLY PC POINT OF CURVATURE BOV BLOW OFF VALVE PCC POINT OF COMPOUND CURVATURE C&G CURB AND GUTTER PCR POINT OF CURB RETURN CL CENTERLINE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY DE DRAINAGE EASEMENT PVC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE ES EMERGENCY SPILLWAY RD ROOF DRAIN EX EXISTING RT RIGHT FES FLARED END SECTION SAN SANITARY SEWER STA STATION FL FLOWLINE SDMH STORM DRAIN MANHOLE GB GRADE BREAK TB THRUST BLOCK GV GATE VALVE TOF TOP OF FOUNDATION HP HIGH POINT TYP TYPICAL FH FIRE HYDRANT UE UTILITY EASEMENT I.E. IRRIGATION EASEMENT VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION IRR IRRIGATION VPT VERTICAL POINT OF TANGENCY LF LINEAR FEET TOW TOP OF WALL LP LOW POINT BOW BOTTOM OF WALL s- w- Ia d MMM F— -0- LEGEND EXISTING TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING FIBER OPTIC LINE EXISTING CABLE TV EXISTING ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING GAS EXISTING OVERHEAD UTILITY EXISTING SANITARY SEWER MAIN EXISTING MANHOLE EXISTING WATER MAIN EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM SEWER EXISTING STORM SEWER INLET EXISTING FLOWLINE, CURB & GUTTER EXISTING CONCRETE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING STREET LIGHT EXISTING GUY WIRE EXISTING FENCE EXISTING TRAFFIC SIGNAL EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE T -0- LEGEND EXISTING TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING FIBER OPTIC LINE EXISTING CABLE TV EXISTING ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING GAS EXISTING OVERHEAD UTILITY EXISTING SANITARY SEWER MAIN EXISTING MANHOLE EXISTING WATER MAIN EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM SEWER EXISTING STORM SEWER INLET EXISTING FLOWLINE, CURB & GUTTER EXISTING CONCRETE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING STREET LIGHT EXISTING GUY WIRE EXISTING FENCE EXISTING TRAFFIC SIGNAL EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE T PROPOSED TELEPHONE LINE a1T PROPOSED OVERHEAD TELEPHONE LINE R7 PROPOSED FIBER OPTIC LINE Cry PROPOSED CABLE TV [ PROPOSED ELECTRIC LINE dE PROPOSED OVERHEAD FI FCTRIC LINE u PROPOSED GAS plu---- PROPOSED OVERHEAD UTILITY PROPOSED SANITARY SEWER 8, MANHOLE PROPOSED WATER LINE & VALVE K PROPOSED FIRE HYDRANT PROPOSED STORM SEWER & MANHOLE . PROPOSED STORM INLET PROPOSED FLOWLINE, CURB&GUTTER PROPOSED CONCRETE `I _� ---Xxx)(— PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED UTILITY POLE PROPOSED STREET LIGHT X PROPOSEDFFNCE — PROPOSED TRAFFIC SIGNAL FORT COLLINS, COLORADO DECEMBER 2008 W w TROUTMAN PARKWAY W 9 Z WAKE 0 ? Z W ROBIN LL. 0:PLANE u=i Q p Ro eVNr,yG Z 0 Z U) ILI W WAKE In J ROBIN O 0 0 LANE U HARMONY ROAD zrzzz- j U U p _> Z> U� O�Ntj m� Q t>: 0: ko ap �p �G�� Lz (~n (n r0 = FRCC m 2 Q IX m U U ENTRANCE U ASHFORD COURT 1 VICINITY MAP APPROX. 1 "=800' BENCHMARKS: BENCHMARKI: CITY OF FORT COLLINS BM# 16.94, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SOUTH SHIELDS STREET ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV=5084.52 (NGVD 29 UNADJUSTED) BENCHMARK2: 3 -Y4 " ALUMINUM CAP IN MONUMENT BOX. STAMPED PLS 5028. ELEV=5083.09 (NGVD 29 UNADJUSTED) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INTERWEST 1218 W Ash, Suite C Windsor , Colorado 80550 Phone. (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2 GENERAL NOTES 3 SUMMARY OF APPROXIMATE IN EARTHWORK QUANTITIES 4.6 TABULATION OF QUANTITIES 7.8 EXPLORATORY BORING LOGS 9.10 EXISTING UNDERGROUND UTILITY LOCATES i i HORIZONTAL CONTROL PLAN 12. 14 TYPICAL SECTIONS 15 - 17 REMOVAL & RELOCATION PLANS 18.22 ROADWAY PLAN & PROFILES 23 - 25 MEDIAN PLAN & PROFILES 26 CONCRETE APPROACH JOINTING PLAN 27.29 GRADING PLANS 30.32 EROSION CONTROL PLANS 33.35 STORM SEWER PLAN & PROFILES 36 PRIVATE IRRIGATION EXTENSION PLAN & PROFILE 37 -38 WATER PLAN & PROFILE 39.41 PHASING PLANS 42. 4.8 CROSS SECTIONS 49.57 DETAILS FOR INFORMATION ONLY (WORK BY OTHERS) 58.60 SIGNING & STRIPING PLANS 61 TRAFFIC SIGNAL PLANS CONTACTS: CITY OF FORT COLLINS ENGINEERING DEAN KLINGNER 221.6605 GLEN SCHLUETER 221.6700 LIGHT & POWER JANETMCTAGUE 221.6700 TRAFFIC JOEOLSEN 221.6062 INTERWEST CONSULTING GROUP TERRY RODRIGUE 674.3300 EX'r. 1 10 BOB ALMIRALL 674,3300 EXT. 106 PAETEC COMMUNICATIONS (MCLEOD) MIKE BAUMBACH 303-994-8016 FORT COLLINS/LOVELAND WATER DISTRICT TERRY FARRILL 226.3104 QWEST BILLJOHNSON 377-6451 XCEL ENERGY LEN HILDERBRAND 225.7848 COMCAST DON KAPPERMAN 567.0245 POUDRE VALLEY REA MATT ORGAN 229-531 1 BURLINGTON NORTHERN SANTA FE RAILROAD TERRY MELEANDER 307.432.7357 PLEASANT VALLEY & LAKE CANAL CO. ED WENDEL 226-4795 RECORD DRAWING DATE: 11 /11 /09 �SY kX XYXX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT 1 HAVE NOTED ON THESE PLANS. PREPARED UNDER THE DIRECT SUPERVISION OF -< . =� 33441 rc �Q •. f4t S70NAL•E�G� 'REVISIONS: DATE. v CITY OF FORT COLLINS, COLORADOort wy DESIGNEDLY. IDRAWNBY:JDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS "SHEET 1 s SCALE: DATE: CHECKED BY- DATE: 1 OF ENGINEERING DIVISION N/A I 12/15/08 „ I COVER SHEET 61, CI - 298 REGENCY PARK STA 23+5913 5485' LT SECOND FILING I'CH EX SW AT NEAREST JOINT BEGIN PROPOSED C&G MATCH EX -LFL STA 23+56.09- CL STA 23+59.71, 35.00' LT EL-5118.3t ..... " EX 18 F SD (3).u,.. ........ ..... " PI LFL STA 24+08.88\ --- -- .. EL-5117.27 G G_ T .. T .. T T - -24+ 12'i- T T 47"E 25+00 NW34'44'E 26+00 TRACT A WE & DE) r w w � w ROPOSED 10' w w 0 1-'-""'--PROPOSED 4' PERF UD (298 LF) C CROSSPAN""""'--G (SEE NOTE 1) 2-2" PVC SLEEVE (38 LF) 24*00 2500 �20+ 1-4" PVC SLEEVE (36 LF) - 27+� 00 I� $_ ..._ MATCH EX Dili FL -FL INT STA-E 25+96.75 ; ,RFL STA 23+58.29- EL-5113.71 FL- IN STA 26+29.46 CL STA 23+60.00, 35.00' RT PCR RFL STA 25+73.27 EL-5113.22 EL-511&43 EL-5114.12� PCR RFL. STA 26+54.33 oa�m }-SEE SIN DETAIL 'B" PER SHT 21 NRa'II;iii c 91A aR' %'EL-5112.82 18' FESJ c I h END PROPOSED C CL STA 23+84.86, CL STA 25+99.30. 61.71' 43.D0' RT w Yj W EL-5114 EL 15188.58 F' END PROPOSED ASP' STA 23+95.71, 44.18' RT MATCH EX ASP' EL-5118.40 �q( O SAWCUT LINE CL STA 24+11.14. 47.70' RT g EL�5118.13 CL STA 24+23.16. 49.15' RT 0. THE RIDGE P.U.D. EL-5117.91 I REGENCY PARK io U CONDOMINIUMS SAWCUT LINE (TYP. END PROPOSED C&G & SIN MATCH EX CL STA 31+65.24, 75.21' LT EL-5106.6t PROPOSED MOD 4' CURB CUT LFL STA 31+08.37 N00'29'25"W AND V CONIC SIDEWALK CHASE (/2 10.01' W/ CONC CHANNEL PCR (SEE DETAIL PER SHT 54) EL-5106.60 W} PI LFL STA 28+56.79 k , EL-5110.22 W /� G G G G G G 8'. 31+00 T r2$+DO--- T T T N89'S8'47'E- TIl' -280.03'-PCR LFL STA 31+38.82r TYPE 2 (SECTION IIB) C&G -IN' I EL-5106.52 W G w --1 w -c•.•- x-•••.0•.-•-.»,�.....- F!- w c` w_- PROPOSED 10' TYPE 2 (SECTION IS) C&GCONIC 25+00 T HARMONY ROAD - INt 5TA�311..53 1.I ~ PROPOSED HC RAMP W/ TYPE 2 (SECTION IIB) C&G TRUNCATED DOMES T'- 0A:TTsfi-NRa•FR'A7"G�""'-" FG -�a�nn a-4a&75'--- M-.'1n+nn� ro Fa --•y am+w EX AE" EX 70" DE EX 10' UE�� DE & UE E g OE & UE PCR FORT COLLINS SECOND U W END PROPOSEDMATCHEXAND HARMONY P.U.D. U III PCR CL STA 34+13.75, 73.86' LT BEGIN PROPOSED C&G & SW EL-5104.7f SAWCUT LINE PCR Z ATCH EX MATCH EX W � CL STA 32+14.98, 73.80' LT (TMP) BEGIN PROPOSED C&G�t1 ELI MATCH EX y III PCR LFL STA 33+85.96 CL STA 34+43.58, 65.97' LT W EX SDAIN (BURIED) EL-5104.28 EL-5104.7f I PCR LFL STA 34+66.60 PCR LFL STA 32+37.17 L EL-5103.70 EL�5105.33 I T EX 42' SD EX 10' MOUN/N TABELL E4MT T T EX 10' UE--------- .7677 --3 ' G---».L.@9'58 4 E'--33+00•---148.79."" T """-"""'" + --•5 00 W} FL -FL INT STA 32+12.11 TYPE 2 (SECTION IIB) C&G T N89'58'47"E 106.78' Z EL-5105.62 ' FL -FL INT STA 31+62.52•••-1 �- I �-� INT STA 34+10.83 FL,-51 INT STA 34+40.84 �.,: _ E��5,j04.1 ,IAI.m.w-..,.EL�5103.89 /-PROPOSED HARM I CL - IG - � a - CONIC CROOSSPAN f 32++00 1 34+00 - + L 2-2' PVC SLEEVE (34 LOB + TYPE 2 (SECTION IS) C&G 1-4- PVC SLEEVE (34 LF) % j FL-1L IN4 STA 31+47.37 "I TYPE 2 (SECTION IIB) C&G-V _L- A-5106.11 i,�m i N89'58'47"E V m 1 725.38' iK+m SD (2) LPROPOSED 4" SOLID UD (30 LF) 1 \_PROPOSED FENCE LL"1Ua.Jlf o (DAYLIGHT TO DRAIN) (NOTE 1) (2' BEHIND BOW) SD j 11 N END PROPOSED C&G s15 PCR CL STA 31+69.45, 65.79' RT I ; J END PROPOSED C&G W EL=5107.40 CL STA 26+29.98. 63.84' RT ~ ',,, W I a EL=5114.74 - - - END PROPOSED ASPHALT MATCH EX ASPHALT U > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0--------------- -- Z G Z END PROPOSED ASPHALT------------------------- g g W MATCH EX ASPHALT THE RIDGE P.U.D. o: ¢ a a SAWCUT LINE (TYP. I Q IL a_ W I: U \-PCR RFL STA 32+22.56 .. ,} I�PROPOSED MOD 4' CURB CU ,�EL-5105.74 PROPOSED FENCE �_j I 11 RFL STA 34+50.00 'CR(2' BEHIND BOW) j IC SIDEWAlX�CHASE (#I) IEGIN PROPOSED C&G , 'n (SEE DETAIL PER SHT 54) L STA 31+98.55, 66.21' RT L-5106.97 w }X W PROPOSED CONIC CHANNEL 7RISHALL bSgFS (SEE DETAIL PER SHT 54) INTERSECTION COFC TRAFFIC 9 a THE RIDGE P.U.D. PROPOSED ASPHALT g :H E% ASPHALT a W Go ED p + In v w N < In3 5120 11 1. 4 v + icy _ N U) - a N J w O O O 0 N 00 N 5115 Co- 5115 _ V) + o DRIVE:^ M _'- --_ ------ � aw M � II II + N + O O � O O � > > w 44 N' j + o CHURCH o ---- -- w a o W NTRANC o pj o _ -1 jr a o x o s N nin 5110 5110 _ PROPOSED FL GRADE w w v IL N w 0- va O _ a a - t40- �1Z_ a EXISTING GROUND _ -1 5105 -3niiiir_ ----" --0.7-60-4 5105 - d Wg 5100 W a. afn ran ttpp pN � w! r.TW . O� pM OO! "1n 0iN n0 a) p nm ♦ H n 0. g NfO raj 1 vn rim N o Or! r$ O pm g}^ yTN oM nM OR „1N f ZI bn w1m wIf> wf wId NcY wotV ••' p p$ 0 �m ii �� O O O � g� g O O ^O i O �rj O O O v1 M1h In' ho h� h� h� 4) h� hN trio O h� hz h� hh h� hyI h� ho hn hz huI h� hn ho 24 00 25 00 26 00 27 00 28 00 29 00 30 00 31 00 32 00 33 00 34 00 35 00 LEFT FLOWLINE PROFILE W CHIPPENDALE DRIVE II N J w N 5120 + - 512G N N aN0 O IO + w to 00 cp 0 v II w F O II o 0 w 5115 w O - o+ 00 m to ��---- rn .J w + II c4 r- REGENCY N -1 X- ------ GROUND I N o DRIVE In p o No n M ------EXISTING w + n o o In n 0) 5110 --_ _ II O Y N 5110 -_\ U L) V)Ld PROPOSED FL GRADE _ - _ a rn w 5105 - - 5105 \ W _ � g 5100 � a 5100 0 N O� of �, 40 NR1 r� �W n pf h p00i p� h Ni0 hm "1 �� "1 Nrn pn pf Cf ^ b ai h wS ^ : w "i .i ^N N' Cj ^� �d O p p p n p o g p 8 0 o $ p r1 o 0 rj 0 0 cv 0 0 cV ci 8 0 0 li Ind hn V^i ,� hn v1 ,� In0 hn hn hen hN hv� h� h� hn hvl �� h� h� hN hN h� 24-00 25+00 26+00 27-00 28+00 29-00 30+00 31-00 32-00 33-00 34+00 35+00 RIGHT FLOWLINE PROFILE W TROUTMAN PARKWAY m W W Z WAKE D W O > K ARK@V Z O Y ROBIN LANE N I'i, F O ORIIF�NC' LL i m tlij yUI N j U WAKE ROBIN W LANE HARMONYROAD W W �Wo _� o LLe I Ya a < c w Z O = FRCC 2 IY m U U ENTRANCE U ASHFORD COURT FLOWLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL1 38.87 25.00 89'05'05" N45"28'41"W 35.07 FL2 39.67 25.00 90'54'56" S44'31'19"W 35.64 FL3 39.47 25.00 90'27'26" N44'45'04"E 35.50 FL4 39.07 25.00 89'32'34" S45'14'5fi"E 35.21 FL5 39.06 25.00 89'31'07" N45'15'391"W 35.21 FILE 39.48 25.00 90'28'53" S44'44'21"W 35.50 FL7 39.13 25.00 89'41'02" N45'08'1§"E 35.26 FL8 39.24 25.00 89'56'23' 1 S45'03'011"E 35.34 PROPOSED FULL DEPTH ASPHALT PAVEMENT ® PEDESTRIAN RAMP DESIGNATION (SEE DETAIL PER SHEET. 57) NOTES: 1. 4" PERFORATED UNDERDRAIN SHALL BE INSTALLED BEHIND C&G FROM RFL STA 23+58.29 TO RFL STA 26+54.33. (SEE DETAIL PER SHT 53) INTERWEST 50 25 0 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: I" = 5' WE RECORD DRAWING DATE: 11 /11 /09 XXcXX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION 33441 r' SSIONAL E REVISIONS: DATE: IV CITY OF FORT COLLINS, COLORADOort w DESIGNJDDLY: IDRAWNJDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SHi g 1 SCALE: DATE: CHECKED BY: DATE: ROAD WAY P LAN & PROFILE 0 FILE OF ENGINEERING DIVISION - H 1 =50 V 1 =5 I 12/15/08 I 61 A Cl - 29? I 0 150' VC VPI STA-3 +60 n VPI EL-510 .35 n W OD OD A.D.--1. 2 + o i N K=87.0 ---- - - - - --- 5110 M A J< 11 N O M -- - - - H W to W II jj + ipMO p IL N M HURCH D rn w 000 rn n °e� 5105 ~ - - - - + - 5105 - I4TRANC 7 X F In W e� a p 04 IA W Cap g - + pnll O o in PROPOSED FL GRADE g + rn 5100 \ - - Lo 5100 \ InLLI F J ------ �1 a f/1 W �1 EXISTING GROUND -- -_ ~ 5095 EXISTING BOX 9l < - --- 5095 - 1,57% CULVERT < �n < w _ - - -1.29X z _ a m d PROFILE SHOWN IS FOR FUTURE CURB FLOWUNE. EDGE OF ASPHALT ELATION (4' RT) IS 0.21' HIGHER THAN THIS PROFILE 5090 W - --- --- 5090 20' TRANSITION, ^1N Nn Nm rp� hn .t$ nm al� `$j MvNj r• ORm hN O ri OfR "^ice ORY Nn OM ,o qp0 C4 N'8 ocI 36 00 37 00 38 00 39 00 40 00 41 00 42 00 I I I A =Iiat III T C)IC^l11L+1/1Ll G" I 1 I r {W N WAKE D ROBIN W LANE U) y - - - - --- - - - - - - ---5100 8 - - - - - - L - - 5095 5095 Q � J � W 2 i pN <' 0I n PROPOSED FL GRADE - o - 5090 - - - — - - - - - - - 5090 _ _ - _ -_-- N W -- ----_ __ o z EXISTING GROUND - -----_- _1 5085 - ----- - - - ~ W W rn � PROFILE EDGE OF ASPHALT SHOWN IS FOR ELATION (4' RT) FUTURE CURB FLOWLINE. IS 0.21' HIGHER THAN THIS PROFILE W o. 20' TRANSITION N8 .-,f p O N� O oQN_ OS mm� 6 am o.'i N � h IN 6gi i hoop �O �Nj� 6 ry0 Q^jam 6 '1j 6 h h h h h h h h h h h h hell» 43 00 44 00 45 00 46 00 47 00 48 00 LEFT FLOWLINE PROFILE 150' VC VPI STA=36+ 0 VPI EL-5101, 1 5110 A.D.=-1.64 5110 O K=91.50 ' L W g U LO PO N h mN J LAI M n !O 5105 1- + n 5105 < N M 10 o w _ PROPOSED FL GRADE g In + 0 < II UO i�� - _ /- --- W 5100 1 - � _ 5100 5095 1f' ------ 5095 EXISTING BOX EXISTING GROUND -- \ CULVERT - - - 41 W$ 5090 W 5090 p p ^ 1tp 00 'Q ON INg �0pf� h O 4 h N ^ C! 00 00 t3 0 �p'o N p8 OI ph, O O d1 O O O O O O O O 36+00 37+00 38+00 39+00 40+00 41+00 42+00 SIONS: OaZO UWWQ .7 IX zz U IL Od��, F'WUWiZ =, U)O W 0 aZ — .7 0 U w. 0 �NW� /11 li .. 5100 5100 M o a Ix,, + <' H h 5095 5095 o rn + ¢i 1 10 N ---J — ---_ --�-- H In J W 0000 N+ 00 5090 -- - SO5090 _ _ GROUND 0In w - o_ N --EXISTING — ---- 0 z PROPDSED FL GRADE - - - - - 5065 5085 i� W$ 5080 W 5080 _ hn r,m 0$ ryg bn hn •pf o n nt0 IN hm �O hoIN m RS 43+00 44+00 45+00 46+00 47+00 48+00 RIGHT FLOWLINE PROFILE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins 1--" JDL I JDL SCALE: DATE: CHECKED BY: DATE: H 1"=50' V 1"=5'1 12/15/08 0 UW}� on U IL WO a I U OdIL W P N 0 Z W� ..I v z ^ Y. TROUTMAN PARKWAY K y1 �. L4gD euN 4. W Z W W K O rn < m m i W N \\\ '� WAKE J ROBIN O ee U HARMONYROAD O I W aU U d OF Q O1 O �i w Q 4 E FRCC 2 O W '_ U ENTRANCE \ ASHFORD COURT IY r0 0 ac6 LJ 5085.33 FL/TBC N FL/TBC 5085.38 FL �5085.18 5085.63 FL 5085.88 TBC v 5086.13 TBC �•8' 5086.64, 16' 5085.79— X 5085.66 RELOCATED ELECTRIC GATE_J 5085.51 AND APPURTENANCES 5085.8t EX-/ 5085.6t EX PROPOSED GRAVEL- EDGE OF EX GRAVEL DRIVEWAY DETAIL "C" 1 "=20' = M K � �o - rn 2-2" PVC SLEEVE (22 LF) r+ 1-4" PVC SLEEVE (22 LF) F < < 5099.10 FL/TBC 5099.45 FL/TBC N 5099.04 FL J 5099.54 TBC Li 3'_ 5099.52 FL 8' �—PROPOSED MAILBOX 5100.02 TBC 16' --PROPOSED WATER METER a a 5099.76� ROW; ° .5100.11 5100.23 5099.8l3 PROPOSED 12" IRRIGATION PIPE PROPOSED ,', :. •: GRAVEL 5096.4t EX EDGE OF 5097.Ot EX 5097.01 - EX GRAVEL 5 EDGE OF Z EX GRAVEL 5096.9t EX 5096.4t EX \ DRIVEWAY DETAIL "BIT 1 "=20' RECORD DRAWING DATE: 11 /11 /09 yXX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORTCOLLINS SANITATION DISTRICT Mr. Michael D. DiTullio, Manager Date Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District and the South Fort Collins Sanitation District. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970) 674-3303 I N T E R IN E S T C O N S U L T I N G G R O U P W. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN & PROFILE PREPARED UNDER THE DIRECT SUPERNSION OF s� 33441 SS7ONAL 20 OF 61 C1 - 298 0 I v"..I a= (n 0nW p:12 Yr Z U 3�/ U) >-L Z W r O (L 9 _O 0 ^= Jr/y� O IX 1=WN a 1.0 U LL cn 5�WJ ""IvZ a N 0 UWW< Fi oo�o U IL U) W W0 > O 1 a .% Z I" 0 twW 1- UiZ 0 IL cn N I v W Z(L z J LIMITS OF CONSTRUCTION (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) THE WOODLANDS CONDOMINIUMS P.U.D. PROPOSED FULL DEPTH ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PEDESTRIAN RAMP DESIGNATION (SEE DETAIL PER SHEET 57) J zoo' VC— VPI STA=52+75 n n VPI EL=5077.00 ± ° A.D.=1.75 5085 II K= 4.36 LO N 5085 FJ n O In j U U O O II i0 x Y N J w _ O r II 5080 5080 o W N 00 'N EXISTING GROUND ID aD 0- II r.,$ w 5075 WIN PROPOSED FL GDE — — — — m O�O by pn u+� ^W ^O pp µW00 N ^F �N h� 51 00 52 00 53 00 54 00 55 00 THE WOODLANDS CONDOMINIUMS P.U.D. I LARKS NEST PDP LOT f i US ►] 5080 5080 5075 5075 _-- __---- — —EXIS NG GROUND 4 — — — — -- -------- 5070 W — ------ — 5070 vI N v a o h 0 h n o 0 o 0 h h h h h h h h 56 00 57100 58 00 590 00 60 00 LEFT FLOWLINE PROFILE 200' VC VPI STA= 4+00.05 o VPI EL=5075.77 o o ° n A.D. 0.77 5085 n — 5085 h Ln II J to _ co aw to 5080 F 5080 U _ — _ In \� EXISTING GROUND B LO --_ p 0 d PROPOSED FL GRADE _ — — — — a 5075 W — 5075 _ W ^cd �� nm n� nn ^4 ^� 51+ )0 52+00 53+00 54+00 55+00 5080 5080 to m n O LO 11 to w 5075 5075 -------- A EXISTING GROUND PROPOSED FL GRADE — — � 5070 W v _ — 5070 _ 1 hn N ?M Om ^� NW ^O ^ij ^O NO On Nil 0, ^M f�G r�0� IOW ^m 56+00 57+00 58+00 59+)0 60+00 RIGHT FLOWLINE PROFILE W TROUTMAN PARKWAY FE W w 3 N 3w w WAER013IN LL ¢ �A'k@ 0:z O w Ld D 0 IV1yNG ILi. ILI LANE 0 < z tll GP9� U m glvt�F' w WAKE z > ROBIN 13 EO LANE V w C HARMONYROAD W w U pp OQw A24�F�Rc 0 C K V> WR dD WG IL z;w2 C W wz rc w = C z RANCE = U ILU ASHFORD COURT FLOWUNE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL20 39.25 25.00 89'56'48" N45'00'23"E 35.34 FL21 39.25 25.00 89'57'20" S4456'41"E 35.34 FL22 39.41 25.00 90'19'08" N44'51'38"W 35.45 FL23 39.17 25.00 89-46'44" S45-11'18"W 35.29 FL24 6.72 100.00 3'51'01" N88'14'55"W 6.72 *ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. TOP BACK OF CURB SLIVER BETWEEN TOP BACK OF CURB AND SIDEWALK TO BE FILLED IN WITH CONCRETE PARKWAY 4' MIN a 4 a a ° ° a a CONCRETE SIDEWALK a a JOINT SIDEWALK DETAIL TTB" 1 6"I C' Go k�45- CHAMFER u RECORD DRAWING DATE: 11 /11 /09 �lYrXX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C& THICKENED EDGE SIDEWALK DETAIL 50 25 0 50 INTERWEST HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 C O N S U L T I N G G R O U P 100 PREPARED UNDER THE DIRECT SUPERVISION OF 33441 AU t� �SS70NAL.ENG� 'DESIGNW. ED BY: DRAWN BY: 'APPROVED BY: WHARMONY ROAD IMPROVEMENTS SMttl REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO i"Collins JDL I JDL 21 SCALE: DATE: CHECKED BY: DATE: ROAD WAY PLAN & PROFILE OF ENGINEERING DIVISION ~" H 1"=50' V 1"=5'I 12/15/08 A A I 61 A A /� C1 298 QO O% tV 1 A ylr�-L U N..- Z w U IY LARKS W NEST � W PDP II I, II I O y I I TRACT A IL IZ , i PCIR M. G i, MATCH EX C&G AND SW k �',b "� III EL-5088.if �, � 1 PCR LFL 2+15.37- ZO�CL STA 82+14.13, 47.00' LT , e�� EL-5087.03 W Z J 61+00 I _ 1- 11 FL -FL INT STA 61+52.1 U G EL-5067.1 �--� S89'55.21'E =='--M- Q 204,99' THE WOODLANDS FILING 5 LFL STA 63+43.24 5065.57 PT LFL STA 63+50.84 END PROPOSED C&G - - - - - - - - - - - EL-5065.49 MATCH EX * CL STA 64+05.57, 50.11' LT LFL STA 65+07.50- STA 65+05.80, 34.82' LT TRACT A MATCH EX SW AT NEAREST JOINT[a -5064.0± WE & DE) SEE SW DETAIL •B" PER SHT 2 --- -------------- ' t- ---------- ---------- -- S85'34'12-E 56.88 g ----- ---- ------ - - ---------------- �5"" 1 i•• S7r r •• • ,�#+� r #+#+#+w#w###+#####+#+###WINI,"+####w####+!+###+#w#'###w+#w#####w#########+###+###+###+###+#+### ##+#+��►#4►1�+#####+#4`###+#+#4'###+### #+ ♦_ ##############♦#w##!###w######♦w##!w###############w.r.#w##♦####w!!lw,I PROPOSED I PROPOSED • « 1##w+#####w#+###+f##+#„�w,t#+#+#.,►#+#,rw+###+#w##`►w#4#!#!+##,1#!w##w+,+!##+w+w###!+#+#+,##+##w+#+#w###+#+#####+w+#w#+,4##+#+#+4+##!+#+#+#+#+#+#+#+1,+#w� •######♦!#w♦♦#!w###♦###################!########## •###♦####!w♦♦#####w#♦###♦##w♦####♦!w♦!♦####!##♦w#######!#♦♦!#######♦♦##########• 62+00 63+00- , , : •+:�w+11+++#0Qw�Q#+#+#+l+w+#+►'t#+#*T",+w+1►Q+##Q+#+!+#+/Q+l+#+#+w+#+#+1Q+11+#QQ+#+#+#+O#'t++#+#+#+#++++, tA+#+#+#+++###++►+j�++#+++j+#+#+w+l 4 •AA.A. w ..e�.�.##.##.+. •-+.#• w.•w.A.wr!-ww.ww.ww.l.#w##.wA.w+.#R+#.#+�.#. ##+.w#.ow w.Aw##.w♦ 0-0 !Tjeli ITIJKIJt# ### 1 11 1!O#!`a ►'�w##'w�'w�#O�#�'w�w�w'#mow >•LSD.*w#?w�#'w'#'i!#sw!w'i!#Fw'#'#'iFw'�# # #�w'�i+iv`#Ww'�##ice###�#�#'#�#•«w�##A11L"#s "07 smp TYPE IIB)- • - •'i#i+:'+##i#i#i#i+i#i#Oi+ii#i+iw�s+i+iwi+ii+i#i+i#i#i##wi#i#i#iw�wi+i+i+i#i0#+#►+i#i#i+wiwa#i#i#ii#i#i#E#i#i+i#i#i++#►#i#i#i+i#i+0i+i#i+i+#►#i#i#i#w�O+S rllee� ° ,...!►!i!w!#!#!i!w!w?i!w!w2i!#!#�i!w*#t#'!!#*#!#!i!!?#2#!i!w!#*#!!!wY#2#!i2i2#!#!O_w�#2#!#!!!#!#!i!w2#*#2i!w!w*#!#!i2w2#!#!i2w*#!#2!!w*#!w�i2!*#20_!!!!!*tlr�� G� PCR RFL STA 61+27.00- J STA 61+26.89, /CL 37.00' RT EL 5067.83 !� W / PROPOSED HC RAMP W/ U z TRUNCATED DOMES (TYP.) CL STA 51+48.23. 74.3' RT uMATCH EX SW AT NEAREST JOINT jl�ilj I LL 1. PCRI Z MATCH EX I W EL-5057.9+ Z J U 4 Z J U PCR RFL STA 82+18.3 STA 62+15.80, 35.00' RT EL-5068.79 _ PCR A_ MATCH II EL-5067.1t -SAWCUT LINE (TYP.) 2-2• PVC SLEEVES (62 IF') "1_6• PVC SI.EEVE (52 LF7 .- (IA: ®, FRONT RANGE COMMUNITY COLLEGE a w-� .'.�.'.:,..`'.' ''•..,. ...�r,..:::=;.:. ---------------- CL STA 66+48.16, 51.D0' RT_/ 7' --- EL-5062.58 R-54' CL STA 66+61.64, 52.09' RTR- EL-5062.20 CL STA 66+72.66. 53.88' RT EL-5061.88 CL STA 66+88.97, 55.05' RT MATCH EX SW AT NEAREST JOINT EL-5061.4+ END PROPOSED C&d MATCH EX RFL STA 66+89.48- CL STA 66+88.97, 35.00' RT EL-5061.3f STA FLOWER I- M M .... p, RIVE + N to 0 II II a 'A w X w v to + 5070 Ln 5070 Ira a a 6 LU a �EXISTIN GROUND X -H x 5065 < _ - 5065 _ PROPOSED FL GRADE 5060 W g 5060 N CS QS N "1 4f %c n rya om p$ to N� V3 v "i N ti 61 00 62 00 63 00 64 00 65 00 66 00 67 00 LEFT FLOWLINE PROFILE 1n1 m to a 46 o0 FRCC + to 8 o 0 � ENTRANCE c II a fO + 0 5070 rn w 11 rj to in o to 0 0 5070 - a a a In J w U)w J -H w - ------ 6X a- ---__ EXISTING GROUND Go ---- _ < LO _ - - X N w 5065 _ - _ _ 7 5065 PROPOSED FL GRADE - - 5060 W 5060 ag apg I'S .p� hw ^ Ng ^� ND Apr om h� �ppN mpp; Q. �� Np am N_p mp 'gam h.6 hi On h I Oh h O� h O� O� h h h h h h 61+00 62+00 63+00 64+00 65+00 66+00 67+00 RIGHT FLOWLINE PROFILE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION COVENTRY SUBDIVISION FILING 2 FLOWLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL25 39.24 25.00 89'55'S6" S44'57'22"E 35.33 2L26 7.60 100.00 4'21'09" N87-44'46"W 7.59 * FL27 39.38 25.00 90'14'57" N44'47'52"W 35.43 FL28 1 39.25 25.00 89'57'27" S45-05'56"W 1 35.34 *ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. Z> 1w W O a e U LARKBOROUGH P.U.D. WAKE ROBIN LANE �1 WAKE ROBIN U U LL FRCC ENTRANCE �ASHFORD COURT TROUTMAN PARKWAY 441RkeU u ►�!�#r25 1�#t!�!�!'�#�#�#�i�;,#!#�!�!�#�!�!�#�#�#�#,•#�#�#„+,,,��4ll�l�#�+#«!�#�#i+i+i+�+r+:+�+i+i ,►' i�i'�i+i���i#i+i�i��'+ski+i��"#►+e�i�i��'4i�i�i�i'�i'�i�i��*•#i'��'�i�i'�*�i!i�i.r►.ii i'�s�� , ----------------------------p--------------- -----� I I II COVENTRY III SUBDIVISION FILING i i i II II II I (I I jl PROPOSED FULL DEPTH ASPHALT PAVEMENT EXIST. ASPHALT REHABILITATION 2" TAPER MILL (BY OTHERS) & OVERLAY (118,738 SF) (BY CONTRACTOR) ® PEDESTRIAN RAMP DESIGNATION (SEE DETAIL PER SHEET 57) JDL I JDL SCALE: DATE: CHECKED BY: DATE: H 1"=50' V 1"=5'I 12/15/08 A INTERWEBT 50 25 0 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 100 RECORD DRAWING DATE: 11/11/09 .1X,. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 CONSU LTING GROUP W. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN & PROFILE ®�cs PREPARED UNDER THE DIRECT SUPERVISION OF 33441 �zS70NAL.E�G 22 OF 61 C1 - 298 cV Cl - 298 I 95.43 EOC,, 95.27 95.07 94.88 94.68 EOC 94.46 F 95.51 FL,\ EOC_\ EOC_\ EOC_\94.74 FL1N 94.54 / 95.93 FL-� 96.33 FL N 95.6Q MFL75 95.95 EOC 9�5.67 FL \� 95.70 EOC'/ \ 95 66 EX 95.64 F1 CL STA 40+75.89 9.0' R1 95:56 EC 9551 _ 94_40 EOC _ 94.48 F IL CSTA 41+36_.22, 9.0L 94.19 EOC MF8 80L 94. FIL M17L\` 'L� 94.92 FL 94.49 EOC 1 95.00 GBH-, 94.80 FL 94.57 FL FL \ ]LIS 95.58 FL�`95.35 `95.23 1 \95.08 I `94.8 \\-94.77 FL 5.50EOC EOCEOC L EOC L EOC 94.69 EOC 5 45 EX 95.JI EX 95 05 EX94. 85 EX 94.64 EX / 95 79 EX ------------------- �_10.7'-I-10.0'-{-10.0'-[-10.0'-}-10.0'-{-11.0'-W-13.5'-{ 1-1 0. -10. '-10.0'-Y13.8' I5.3'Y"�0.0' I� 10.0' -10.0' 10.0' i11.0' 9.1' 1 ®"DOWELED TRANSVERSE CONTRACTION JOINT PINEVIEW P.U.D. PHOGF 11 II' N 0JII OII N M W LO J WfnW Nt0 III H< In M II J W) If) 0rn p + *0 M L6 M IN II < M N N < O OO + 0 II MO a + ID " N + N * M t o w pOf On+ O n_ O Nin. 5110 19k__ rn W rn w rn w N W F< In x n w W n n II a 11 ' j 0+ 0 n o + a a In I<- W ,n O W � J 11 '� + v, _ _---- PROP SED FL GRADE In w < J w p O �O $ 00 ao 0 In -0.04X - -0.98X - g � M o + r ILO N _5105- _ _ _ to 5105 7 t~it w II F_J to �n M II W p ++ �n Io �i o a Ld 0to . EXISTINGGROUND- --- --_ - r _1 II O a + in + to w II O O In W N w Gj 5100 -5100 EXISTING BOX -1 d CULVERT _ 1 W 5095 5 W u d. cc�0 ao mM O cV aO to u) pm .}� OM Inn Nf y1$ "t 110 coo 0,In OR qa) ..O In't o,M Q OO O OIp ..O 10 p in p 0 w0 In p ..0 p 0 p < p 0 w0 In p ,O M O ` h- N 0 h� t OD 11 oI pjLc)O n to h� hI hI hI h� h� h� h- h- hIn In In hLO 0 O 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 MEDIAN CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFL8 15.44 55.00 16'04'58" S82'22'21"W 15.39 MFL9 7.49 100.00 4*17'21" N87'50'07"E 7.48 * MFL10 7.49 100.00 4'17'21" S87'50'07"W 7.48 * MFL11 2.91 1.00 16627'50" N06'47'18"W 1.99 MFL12 8.74 37.00 13'32'10' N83'12'42"E 8.72 MFL13 9.35 100.00 5'21'21" S87'18'07"W 9.34 * MFL14 9.35 100.00 1' 1" N87'1 8'07*E 9.34 * MFL14A 15.44 55.00 16' 4' 82' 4'47" 15.39 MFL148 2.60 1.00 14842'09" S00'01'09"E 1.93 MFL75 6.28 2.00 180'00'06" S00'01'15"E 4.00 MFL16 25.71 48.00 30-41'00- N74-38.17"E 25.40 MFL17 27.85 52.00 30'41'00" S74'38'17"W 27.52 MFL78 8.77 37.00 13'34'28" S83'13'11"W 8.75 MFL19 25.71 48.00 30'41'00" S74'38'17"W 25.40 MFL20 27.85 52.00 30'41'00" N7438'17"E 27.52 MFL21 2.90 1.00 166'03'21" S06'59'32"E 1.99 MFL22 6.28 2.00 180'00'00" N00'01'13"W 4.00 MFL23 38.85 1993.00 1-07'01" N89-27'42"W 38.85 MFL24 91.52 1990.00 2-38'06" N88-42'10"W 91.51* MFL25 10.35 100.00 5*55*42" S89'39'03"W 10.34* MFL26 91.68 1993.50 2-38'06" S88-42'10"E 91.67 MFL30 92.00 2000.50 2-38'06" S88-42-10"E 91.99 MFL31 7.49 100.00 4-17'21" N89'31'47"W 7.48* MFL32 91.52 1990.00 2-38'06" N88-42'10"W 91.51 MEDIAN LINE TABLE LINE LENGTH BEARING ML9 130.276 S89'58'47"W ML10 152.96 S85'41'26"W ML11 533.21 S89'58'47"W ML12 144.31 N89'58'47"E ML13 151.35 N84037'26"E ML14 508.88 N89058'47"E ML15 5.30 N8958'47"E ML16 4.00 N89058'47"E ML77 4.00 S89-58'47"W ML18 1 5.30 S89-58'47"W ML19 1 107,04 S89-58'47"W ML201 151.67 1 S86-41'12"W ML21 161.66 1 N8723'07"W ML22 162.30 S89'58'47"W ML23 162.30 N89'58'47"E ML24 50.00 S8723.07"E ML25 156.70 N -19.32"E ML26 63.99 S8723'07"E ML27 115.45 N89-58.47" =W a zz Wm Z> aD �� �D 0 W z w W W �C m❑ y WAKE / ROBIN TROUTMAN PARKWAY �R w flolo-cl \LNG Z m HARMONYROAD 7ZkI, UU ENTRANCE �ASHFORD COURT COURT M O U L O n rn + O p In $ In + aN0 a0 M O OD II IO II O O + 0 vi 0 a 5100 rn ° N w II) 5100 a rn p w v0i a J X w o + O It In to InO to w n 0 co O II I(i + > O W < g U) II II w < in II p w a0 + a a;$ 00 + t0 o + $ g 5095 tn F 11to r11 0 o ao 5095 _ tn w < II 11 n oppo + O Io W w awvi N 0"}o°o In +In In g In _ _ LLJ in a_I W EXISTING GROUND _ - In g w N 5090 _ 5090 PROPOSED FL GRADE - 1 d - Ed - 5085 W a InO 41N poal .I.a r,ro pn in rya ..O into 00 n wg n °j rti m aD �� rQ rd �i LO Opr hIn OM h§ pa h� p hN 0) p01 h� p001 ' prn 8 h10O ppO h100 OO OIOO Op� h� pOD h0 $0D h0 Oog Ooto OaD hN 00 hIn pppp 42+00 43+00 44+00 45+00 46+00 47+00 48+00 LEFT MEDIAN FLOWLINE PROFILE +Ig IILAI IO N O 10 + In O n + ") N N Ip $ $ M p p $ $ M LO 1, $ M�j in 11 N N ± m $ to 107 IOn O + M + IV + n I j 5110 N ILI I M0 In w N w N u I n O + Mn11 O o Nto N N w < +$in 45 Ln CIO M< LO +nInw< PO- 0N rn 100 nII o + In ad o r0M -1 45 + M 5105 rn w 1 �i 0 0 �i n$ 5105 -0 s rn _J W II II $ g c"iIn --- - ------ ------ - 44 7 -1. Inw _ < " x II W ) g a EX STING GROUND ---_- - •7 - In I'' 5100 _ -' - 5100 EXISTING BO d CULVER $ -50 5 5095 W a V IIo� f) 4Do N Iti N00 In h n y)N "r Q,n M ^'i 1.0 OR ^'i O o,N N h� M N p10 O �i r.)� O Q, O h0 o q1N O of N y0n ro pN M 0 "w 0, InM n c6 0,M OI h In N Cn Oo Oo h� O h� O h� oo h� Oo hIn Oo hL Op hIn Oo 00 �0 000 �CD 0, 0om pOn �s prn h$ a) hIn hN hW) b� hn h$ hW)i hto h$ n 33+00 34+00 35+00 36-00 37+00 38+00 39+00 40+00 UNDERDRAIN U11UTY CROSSING TABLE OSSING HARMONY CL STA UD INV ELEV UTILITY ELEV 1 37+14.14, 0.50 RT 5098.5 T TOP=XXXX.X** 2 38+02.21, 2.30 LT 5096.9 W TOP=XXXX.X** 3 38+30.37, 3.62 LT 5096.4 G TOP=5095.5 4 48+67.21. 6.84 RT 5082.4 E TOP=5082.0 5 48+73.18, 18.12 RT 5082.1 FO TOP=5078.5 "CONTRACTOR TO DETERMINE UTILITY ELEVATIONS. UNDERDRAIN CLEANOUT TABLE UD CO HAMONY CL STA INV ELEV 1 34+06.62 RT 4.86 5101.5 2 35+06.52 RT 0.50 5100.7 3 35+81.52 RT 0.50 5100.1 4A 36+75.52 RT 0.50 5099.2 48 37+65.52 RT 0.50 5097.4 5 37+88.67 LT 1.67 5097.1 6 38+66.07 LT 5.30 5095.8 7 43+48.91 RT 7.34 5088.5 UNDERDRAIN CLEANOUT TABLE UD CO HAMONY CL STA INV ELEV 8 44+09.08 RT 5.60 5087.6 9 44+58.94 RT 1.32 5086.9 10 45+16.40 LT 0.83 5086.2 11 45+73.86 LT 2.97 5085.5 12 46+73.93 LT 3.03 5084.4 13 47+39.00 LT 3.26 5083.7 14 48+04.00 LT 3.01 5083.0 15 48+62.00 LT 3.00 5082.6 M a + _ n n rn Ln II $ + II n OI M � ' + N M I i 0 rn + CID N O 5100 aw > In w H x M v _ (m 0 O fa/1 in 11 w II < L o) to 0 1,0 > aW > a a In J w < 10n II w < 00i o N � O 00 O 0 O > > N O + Y w F I0 < II O + O 'g cd In Oo + O1 O � 0 0 .r O t0 m 5095 -1 tn N J W < w N + n$O I00 N u$i + In n O n O cIn $ . g g w M_ w_ aNw H W PROPOSED FL GRADE -1 tnn W g 5090 4 - EXISTING GROUND )5090- W $ 5085 5 5 o-i v� N� ..In ,� •' wg n� �$ °; <o� o$ Inlo ^ o� n o� Iti ^I�o cti V; OY prn ni OIM pW AIM OOI InLO N OCV p .� A� p0 �n$ O"- OOI hL p OO 00 of OCD pOD OOi O h10 hi Oa0 aD �r O hIn On O h O100 OW h$ Ip 6aD hLn ID 411(i O h� In Ioo Ino In In� hIIn h$ h� 42+00 43+00 44+00 45+00 46+00 47+,0 48+00 RIGHT MEDIAN FLOWLINE PROFILE RECORD DRAWING DATE: 11 /11 /09 )XAX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF S 33441 r-i 6v SS70NAL.E�G� REVISIONS. DATE. CITY OF FORT COLLINS, COLORADOort Collins DESIGNJDLY. IDRAWNJDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH24 SCALE: DATE: CHECKED BY: DATE: HARMONY ROAD -MEDIAN PLAN & PROFILE OF ENGINEERING DIVISION A H= °=50' V=1"=5'I 12/15/08 A I 61 A A A Cl - 298 I LIMITS OF CONSTRUCTION (SEE HARMONYISHIELDS ® INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) THE WOODLANDS CONDOMINIUMS P.U.D. 0 r. ". ..'� •I �"'.. ... ..ai �::. "•L.�.: }. _ �. -�a.�-.-r-. �aa ! . . 6 f ,'o sa..-�_y.-.-�.�i-.-.--_-.��.-- TYPE 2 (SECTION 118) -HARMONY ROAD --------- - MFL37 PE LFL STA-53+�9� 4" PERF UD CL LFL STA 58+73.60, 5.00' LT- - - - - - - - - - - - - - r BEGIN C&G PI LFL STA 53+21.62 PT LFL STA 54+64.08 PC LFL STA 56+24.56 EL=5073.84 ,00 LF 57 EL=5071.17 LFL STA 50+83.72 UD CO 16 EL=5078.05 EL=5076.65 UD CO 18UD PC LFL STA 54+71.57 EL=5073.98 CO 20 PI LFL STA -59.07 EL=5072.11 ML31 UD CO 22 4" PERF UD 2EL�5083.05 43 LF MFL38 51+00- 32+00 00 LEL=5076.53 L30 59+00 - + - - - - �00 - - - - -- .- - - �- - 1 M 8 ML29--- ---- -57+00---- ML33 UD CO 23 PC RFL STA 57+74.22 -------- -------- ---_- ------ ----- UD CO 21 4' SOLID UD 47 LF EL=5070.98 G ML34� 4" SOLID UD ML35- 4' PERF UD _ _ 4' PERF UD 130 LF G L A 57+59.9 T R ST FOCROSSINGS -FO BEGIN C&G CROSSING 7 - RFL STA 50+83.72= -- -4' PERF UD FO -LID CO 17F0 _ 1W �.. FO 100 7 - 4' PERF UD T A- EL=5071.79- E - t 8-12 (N TO S)- - _ -_ T FO CL STA 50+83.72, 16.00' RT 100 LF- T T - ' T PI RFL 5+73.47 T -min CO 1D w --- w -�-- ._ 87 LF TYPE 2 (SECTION IB C&G w - -M - EL=5083.15 w -TYPE 2 (SECTION IIB) C& w EL-5077.22--- w •. .. •. .. .. :.. :-•-.. - ..: a. ;.,'..".;', +•.�.... .':: .:'. +.•..; -DEL=5071.73 OF DERDRAIINNING PPE ABOVE THE WATERLINE MEDIAN CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFL27 15.61 45.00 19'52'43" S80'32'48"E 15.53 MFL28 2.46 1.00 141-10'27" S00'01'13"E 1.89 MFL29 15.61 45.00 19-52'43" S80-30'22"W 15.53 MFL36 7.49 100.00 4'17'33" N87'40'48"E 7.49 * MFL37 7.44 100.00 415'42" N87'39'53"E 7.44 * MFL38 6.12 2.00 175'15'26" S02'17'38"E 4.00 MFL39 6.27 100.00 335'36" S87'07'53"W 6.27 *ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. MEDIAN LINE TABLE LINE LENGTH BEARING ML22 19.25 N89'58'47"E ML23 19.25 S89'58'47"W ML28 237.89 S89'55'20"E ML29 142.47 N89'49'35"E ML30 152.98 N85'32'02"E ML31 127.07 N89'47'44"E ML32 11 . I S89'55'20"E ML33 107.99 1 S85'20'05"W ML34 386.49 1 S88'55'41"W ML351 289.75 1 N89'55'20"W FRONT RANGE COMMUNITY COLLEGE UNDERDRAIN CLEANOUT TABLE UD CO HAMONY CL STATION INV ELEVATION 16 51+66.62 RT 12.48 5078.2 17 52+66.62 RT 12.43 5075.9 18 53+66.63 RT 12.38 5074.3 19 54+66.62 RT 11.24 5072.9 20 55+53.73 RT 6.90 5071.5 21 56+83.67 RT 2.57 5069.5 22 57+83.69 5068.0 (W) 5066.9 (S) 23 58+26.37 LT 1.30 5069.6 `UD INV=5066.6 / yr UNDERDRAIN UTILITY CROSSING TABLE CROSSING HARMONY CL STA UD INV ELEV UTILITY ELEV 7 51+75.50, 12.47 RT 5078.0 FO TOP=5077.1 8 57+91.98, 19.58 RT 5066.8 G TOP=5068.2 9 57+93.14. 22.66 RT 5066.7 FO TOP=5067.8 10 57+95.09, 27.86 RT 5066.7 E TOP=5067.8 11 57+96.25, 30.96 RT 5066.7 T TOP=5068.5 12 57+98.27, 36.34 RT 1 5066.7 W TOP=5066.1 OD} rQO�p + N ILO ton O N O Oh to to II + N + + C O N p + Oi m N n + M Gi n m O n J W tw I I +°° � LO m -- LL.a r t o o +r + n 50855085- a a aa a a Nw r w c R n LO 0 r- Go d t~O a aa W N J H 11 H � Val II W S in II n tIn N p 8 aW t- N J W H LO O J n a n IL0 1+0 1L0 1O _ N W Q II 1(0) p + [V in N m n + n a v~i W a 10 jj N Lp o n U) W Q II 11 in PROPOSED FL GRADE - - - - _ _ _ _ _ 17 v~i w II LII�I a EXISTING GROUNDY 5075 - - 1 W� 5070 5070 W O1 ' tm0 4: p t00% ai ^Mj 4i ppa �M 1* n a. 4%� h ^pOp rd h� h 01N 7 h� "} b'in ^i p nn N �N n b� 04 NN n $IV � $� rz)O om �Oi on t\OG N on ^n on ^r on �tG on ^ on to ^N pn ^ on v: ^ on ri ^ on N o0 hin n r� 00 hm n 00 htn n hm h,n h�j h� h� h0 h0 h� h� ho hLn to to hN 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 LEFT MEDIAN FLOWLINE PROFILE 0 00 ti II V) M IM h J W O n O < to co O S O Lo ) II W y -0 O W LU N IN O + ad m ") n + M n r r N 5085 Q N m II 0 O O + O N++ M n O -1 7 to w N 1 II to to W r J Q ? 0 O LO Ln - PROPOSED FL GRADE g w r _ - am aW p Go __ _ LO it + . o n N m It co t�i LO o a+D Lin n + o EXISTING GROUND - - - _ `- - 1 to w N J F t o In _ to w tril W < J 5075 - CL d -0 X 7 W� 50705070 ^ CS �• nn � M � N � N m N n t0 LO Ln n N N to V) N N on hhL0 oto nNm ri kr) LO LO In Ln LO in , In u) 51+00 52+00 53+00 54+00 55+00 56+00 574 0 58+00 RIGHT MEDIAN FLOWLINE PROFILE w W C a 4I a U OW z W Tj wz U IL D SUo ILyc WAKE ROBIN LANE N 0 v P� 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE. 1 " = 5' MEDIAN WIDTH VARIES 2' RAISED MEDIAN WIDTH VARIES 4" MEDIAN COVER MATERIAL W/ BROOM FINISH (CLASS "B" CONCRETE) 4" MEDIAN COVER MATERIAL (SEE DETAIL HEREON) (CLASS "B" CONCRETE) - - 2% - - - - - 2% 29� 6" -I r - 2 (SECTION WTROUTMAN PARKWAY K W D 017WAKE ; W w SRO K ID BUN>y RryF N < W U1FFd N� m f cyW7� U SECTION A A HARDSCAPED DOUBLE CURB MEDIAN NITS 1 HARMONYROAD I U Uz UQy� C LL F Q w FRCC 2 O ENTRANCE •_ �ASHFORD COURT HARDSCAPED DOUBLE CURB MEDIAN CONCRETE FINISH DETAIL RECORD DRAWING DATE: 11 /11 /09 .XX. XYXX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. NTS INTERWEST D 0 O U) K U 4" MEDIAN COVER MATERIAL (CLASS "B" CONCRETE) X I MEDIAN C&G 2 _ /-TYPE 2 (SECTION 18) (TYP) 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION 33441 SS70NAL •E�� REVISIONS: DATE: v"DESIGNED BY: DRAWN BY: 'APPROVED BY: W HARMONY ROAD IMPROVEMENTS ''n"I CITY OF FORT COLLINS, COLORADO Fort Collil UD SCALE: DATE: I JDL CHECKED BY: DATE: 25 OF ENGINEERING DIVISION - "� ,H=1"=50' V=1�=5'I 12/15/08 A I HARMONY ROAD -MEDIAN PLAN & PROFILE 61 C1 - 298 00 tV lom w TROUTMAN PARKWAY Eto W to w 'z WAKE W It P� LANE N <° �RpeyN>i G Z g�a�G W Ri e N m q u�IU1 WAKE J W C ROBIN V LIMITS OF CONSTRUCTION W ° LANE � HARMONY ROAD (SEE HARMONYZSHIELDS INTERSECTION IMPROVEMENTS " o W z z a U PLANS FOR CONTINUATION) u z W lz W o ' c U. Q & m Y a a° rc �< w 0 m O = FRCC 2 O C m �I U ENTRANCE '= U HARMONY ROAD ASHFORD COURT 11 TYPE 2 (SECTION IB) C"- o _O 12. - 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 " LEGEND 0 0 ® EXPANSION JOINT cli W® DOWELED TRANSVERSE CONTRACTION JOINT W - - - - - - - w ® LONGITUDINAL CONTRACTION O o }` 0 0 (n . • • TYPE 2 (SECTION IIB) C&G • �'�°' II q. •. . NOTE: sir- • d ♦ -♦-d. a •-• _ '..r • :d w 1. ALL JOINTING SHALL CONFIRM TO CDOT M-STANDARD M-412-1. N EASTBOUND CONCRETE APPROACH W W ♦ ,d . ♦ 'TYPE 2 (SECTION IllC&G d' . d : e « 'd. ♦ ♦ N GO O J c w 10.0^ 10.0 (D10.0 10.0 10.0 10.0 10.0 -12.577.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 = o - - o 0 N " - 12.5 8.0 - - - - - - 0 O " Cl O ••••• e, TYPE 2 (SECTION IB) C HARMONY ROAD -- --- --- --- --- RECORD DRAWING DATE: 11/11/09 jX-ff )(X.XX DENOTES RECORDED DATA PER LIMITS OF CONSTRUCTION WESTBOUND CONCRETE APPROACH CITY OF FORT COLLINS SURVEY DEPARTMENT. (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) PREPARED UNDER THE DIRECT SUPERVISION OF �00 �� JT 1218 W. Ash, Suite C Windsor, Colorado 80550 4 33441 Phone(970) 674-3300 A Fax (970) 674-3303 0,�'•, ' ??;2� INTERWEST C O N S U L T I N G G R O U P �SS7/ONAL•Er-\ REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO �. JDL I JDL W. HARMONY ROAD IMPROVEMENTS 26 ins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION - 1 "=10' I 12 15 08 CONCRETE APPROACH JOINTING PLAN 61 - C1 •- 298 W 014 N �� WAKE �? ROBIN P LANE wvk / } 4 U WC Iwa 0: U,ARAPAHOE FARM " TOWNHOMES 00 `` \ P.U.D. �5130/- ) \\\ \ _.1"TT EX 15"FES(3):v pNY EX S9 /NLET'K 7 / \ — Oq�. __ \ � \ \\ �EXCdG -� LEGEND MH \ EX SD MN \ E,Y,3D• 21tgo \ \ - � \,,, `W FLOW DIRECTION EX SD INLET EX CAVC CROSSRAN / : "�y� °"• / 23+00 I - "' I EXISTING PIPES CATCH LINE (TYP) J Ex \' :. :.. . , . � . - _ .... / / -EX C&G L PROPOSED STORM PIPE X 15EX75•I 5 _ PROPOSED INLET LOCATION ice\ 17, sD em_ ` EXISTING EX 15'FES I,.\\I---'�---�� .- EX SD INLET 1 I /,�F-'' -���` ° ',�,_\.,, \ Ex 18" so' \ \ STING 1' CONTOUR W1 I I{ I�Ex15 FEs,\\\\�I \\ \\ \\\ \\\ EXISTING 5' CONTOUR W i I HARMONY RIDGE P.U.D. = E SQ INLET I �� Ii --- \ PROPOSED 1' CONTOUR THE INTERNATIONAL ,!le Q CHURCH OF THE \ 4905 PROPOSED 5' CONTOUR _ FOUR SQUARE GOSPEL U I NOTE: 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). I REGENCY PARK REGENCY PARK 10 DE 1­ 0 70' DE—{ EX 20' 1 SECOND FILING CONDOMINIUMS DE & UE j LI U I PROPOSED 4' CURB CUT (/2) WITH I 4'l , , z W 4' CONIC SIDEWALK CHASE AND CONIC CHANNEL III In `✓ EX 10' UE--{ H—DE & UE� FORT COLLINS SECOND AND HARMONY P.U.D. «' _ \ (SEE DETAIL PER SHEET 54) SAWCUT LINE (TYP. EX 16 SD 3 _ --- -- _ - _- -- -- _ --- ----x EX 42"FES- N Q i (� ) 1 \ SAS TUNE ��.... ., .. J/ _EX 18"FES (3)—=----- =----- �- ---_ ------_------- ---- - C- \ 1 1 F+. rl /f EX SD MN (BURIED) \ I I S' J 1 _ 1 _ C -_�)# �\ ice- � o t • • 5170- _` - - - -- - -- - -- _CATCH LINE (TMP)� -� M - 5705,5 - ---� f i EX 42" ww Z ...\ / / — - - - - -- -.:-,• is - - - i TYPE 2 (SEcn. oN IIB) C&G Z r _' �` •` ` "`• " `'\ ,,,� `�. _. - .._ �. ... " f _TYPE 2 (SECTION IIB) CBG- - f - i�M - \ \ / i I _........ -. foe T " / �`• ..��" _ - J �`" '� � `-^- -.- .... - '-` -" - - -- ^" ' ^- �-- ` " •�- - -- - - - ` -TYPE 2 (SECTION IB) C&-G - - - •"'" ""' -"' \ OPOSED HARMONY �L TYPE ( TION IB) F \ rj` 25+00 \ 27+ W 25+00 - \ - - 2+00 - \� - 34+00 - .1111 '�I I o ] •" 511a I / 16 PROPOSED 4' CURB CUT (f1) HARMONY ROAD l N -WITH V CONIC SIDEWALK �"r- •'-' "- '"'"� •"" ""' '"' - - -: _-"'` / "may ""� '�' .n JI' " - ' -" TYPE 2 SECTION IIB -' f - - - - - - - - - mm T -'� ( 'r":-� _- �'� I TYPE 2 (SECTION IIB) C - CHASE AND CONC CHANNEL / 1 la - _... .._.. -._... - -•. - \� ti a\ ""' f\,-= .-;-`-,.- r. - _ LLB-_.. _� - - - --.��" �. - .._ �. _....� \�` \. !4:• SEE DETAIL PER SHEET 54 / \ ...:......... . . . .;,.. `.e' :�.. ,:,: v'^ :i: :.;.,;:. ::�. - LF.. 'y, ..a.f •"y:�-.. • �...,. re.. 'i' 't:.: , '... .i. .'n :',. 5115 15" SD 2 510 - - - 18" FES j EX =� - -h------®} -' 111 1 1 -- - --��-;���--' SD M �5----- --- - \ I 1 1 - -"� - ---h - _ _.PROPOSED TCE- wl \ \ \ \ \ a SAWCUT UNE (TYP. U > _ _ er \ S THE RIDGE P.U.D. a THE RIDGE P.U.D. EX TREE TO BE PROTECTED (TYP) 0 IL PROPOTTCCEE� \-l' BERM THE RIDGE P.U.D. U WTROUTMAN PARKWAY W 7 w Z W L9q C O Q D a'to FROBIN o71ZaKE It ILI FF U HARMONY ROAD w U Z O 0: 9Q °s n� a W 2 Q W FRCC K ENTRANCE U �ASHFORD COURT 50 25 0 50 100 SCALE: 1 " = 50' E RD DRAWING R CO DATE: 11/11/09 Xy,.X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 INTERWEST C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF REVI 33441 SSI ♦� AL • ON�aG..c9' REVISIONS: DATE: VDESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADOort y JDL I JDL W. HARMONY ROAD IMPROVEMENTS 27 I SCALE: DATE: CHECKED BY: DATE: GRADING PLAN OF ENGINEERING DIVISION 1 "=50' I 12/15/08 I 61 C1 - 298 a co CTROUTMAN PARKW tV W 3 WAKE 0 7 [� RK@U ROBIN W ILL C D LANE N OIi%�lyG Q �GPr9Y 9F' U W W ' WAKE ROBIN W LANE E HARMONYROAD W UZ Q C ZW F aw OAS V W O O ILOa 21Y C c c 6 1 W (p N 2 O = FRCC a i U U ENTRANCE U ASHFORD COURT REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION NOTE: 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). =1i6P/:1117 7i JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1 "= 50' I 12 /15 /08 RECORD DRAWING DATE: 11 /11 /09 )CX-)tr XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. U) OpWO U OZFO U 4. WLj U) O mU EL ) U O F- �NW� Q W U (n 0 LL z �"Za. z INTERWEST 50 25 0 50 SCALE: 1 " = 50' 100 LEGEND FLOW DIRECTION EXISTING PIPES PROPOSED STORM PIPE PROPOSED INLET LOCATION EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR 4905 PROPOSED 5' CONTOUR 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P W. HARMONY ROAD IMPROVEMENTS GRADING PLAN PREPARED UNDER THE DIRECT SUPERVISION I im 33441 ^ SS7ONAL 28 OF 61 A cl - 298 +Q6 GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS 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 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 811, 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 UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED 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 5 FEET AND THE MAXIMUM COVER IS 6 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. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED FROM LARIMER COUNTY. 15. 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 COLLINS 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. 16. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 18. 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. 19. 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. 20. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 21. 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. 22. 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. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A `.JET 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. 24. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS ARE AS FOLLOWS: BENCHMARK 1: CITY OF FORT COLLINS BM# 16-94, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SOUTH SHIELDS STREET ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV=5084.52 (NGVD 29 UNADJUSTED) BENCHMARK 2: 3-14/" ALUMINUM CAP IN MONUMENT BOX. STAMPED PLS 5028. ELEV=5083.09 (NGVD 29 UNADJUSTED) 25. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. GENERAL NOTES (CONY.) 26. 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. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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. WHELL CUTS SHALL NOT BE ALLOWED. THERE SHALL BE NO SEPARATE PAYMENT FOR SAWCUTTING. 32. 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. 33. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 34. 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 EROSION CONTROL INSPECTOR, TO MINIMIZE EROSION POTENTIAL. 35. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALT_ BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. 36. THE FOLLOWING SHALL DESIGNATE LIMITS OF TOPSOIL: TOPSOIL - DENOTES AREAS FROM THE BACK OF WALK TO THE TOE OF SLOPE OR DISTURBED AREA BEHIND BACK OF WALK. TOPSOIL SPECIAL (MEDIAN AND PARKWAY AREAS) - DENOTES AREAS BETWEEN THE CURB AND WALK (3" DEPTH) AND THE MEDIAN PLANTERS (APPROXIMATELY 48" DEEP) 37. THE TYPE OF COMPACTION FOR THIS PROJECT SHALL BE ASHTO T99. 38. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: TACK COAT EMULSIFIED ASPHALT AT 0.10 GAL/SQ YD (DILUTED) (SLOW SETTING) BITUMINOUS PAVEMENT AT 110 LBS/SQ YD/1 INCH AGGREGATE BASE COURSE AT 110 LBS/SQ YD/1 INCH 39. SHOULDER DROP OFFS WILL BE GRADED TO A SLOPE OF 3:1 OR GREATER OVERNIGHT. TREE PROTECTION NOTES: 1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 3. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE HALF (1 /2) OF THE DRIP LINE, WHICH EVER IS GREATER. WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNE STANDARDS." 7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE: CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. RECORD DRAWING DATE: 11/11/09 IX:X'X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COWNS SURVEY DEPARTMENT. �1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970) 674-3303 INTERWEST CONSULTING GROUP PREPARED UNDER THE DIRECT SUPERVISION OF p 33441 rc SS70NAL ECG REVI� SION& DATE: CITY OF FORT COLLINS, COLORADOort Collins DESIGNEDDLY: IDRAWNJBDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS -SH E SCALE: DATE: CHECKED BY: DATE: GENERAL NOTES OF ENGINEERING DIVISION N /A I 12 /15/08 .. 61 C1 - 298 0-4 9F0 Z... z I, C-> W / THE WOODLANDS FILING 5 Es(z- -_ —------- - X---- _- - 506 - -- _ --_o ==-TRACTA ---«l_ ==so6 _ _ _ _sosr_ WE & DE) —_ -- E 2 (SECTION 118) C&G" Opo CRO— ROPOSED HARMQ�JY CIL — — — — — — — EX r67.78 67.34- -p Ii! f66.79 _ 66.21 6556 64.91 64.31 p 63.71 63.09 1/ /` // -T I `EX 62.7f 57.57J �� N �66.52 - -- - - 65.88 65.23'r 85+00�1{ T64.01 $ 86+00 —� F — 83+ iI7 �6 i -1, / -67.07 TYPE 2 (SECTION I B) c&G� _�u A IMhAr%I1i oA A n ..-•I— �'40�-- ` i W TROUTMAN PARKWAY K W WAKE A > �RkQU C W ROBIN W IJi K U. y W W LANE N Q D GR nNG z i W m WAKE j ROBIN U LANE ONY ROAD OqFNTRANCE zz U iW J O LLWqa�RCC C = O d, '= U ASHFORD COURT NOTE: 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). 50 25 0 50 SCALE: 1 " = 50' LEGEND FLOW DIRECTION EXISTING PIPES 100 PROPOSED STORM PIPE PROPOSED INLET LOCATION EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR 4905 PROPOSED 5' CONTOUR RECORD DRAWING DATE: 11/11/09 XX:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. \ I 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E8T C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERMSON OF 33441 AL ENG `REVISIONS: REVISIONS: DATE: _ 'DESIGNED BY: DRAWN BY: 'APPROVED BY: W. HARMONY ROAD IMPROVEMENTS -JY1ttl CITY OF FORT COLLINS, COLORADO i" JDL I JDL 29 SCALE: DATE: CHECKED BY: DATE: OF GRADING PLAN ENGINEERING DIVISION 1 "=50' I 12/15/08 I A ,. 61 ti - 29 CO I \\ ARAPAHOE FARM TOWNHOMES \ I\ 1ex I RECORD DRAWING DATE: 11/11/09 1SX-)tiC XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. WAKE ROBIN P LANE >/ T W J Y 1N Z>III 6O 6 W RD 00 I WTROUTMAN PARKWAY it:WAKE X W � ViW N 3W Z W X11 _4Al s I U. O B N7y a�� m III C W a a� UU FF m N J IN U HARMONYROAD W U O a IL F Z ZJOW FRCC r R P.U.D. STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES U ENTRANCE U SEPTEMBER. 2003 A 1. CONTRACTOR WILL ACQUIRE THE SWMP PERMIT. COURT D 2. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY—FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SI / \ \ ��•� _5730/—�'' x�_ \) 3. THERE SHALL BE NO EARTH —DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 4. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPIUNG, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED \ / \ \ <``�-'�•\.,���"'y \` y EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 5. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON —SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY W WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. / \ ""•, a _ r�IY "-"'- ���''l'�ry \ \ - 6. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) _ ` �I�O ,,T \ REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 7. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING '1 \ N TCOdI N - �''� \ \ U OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET \ \ RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. � \ \ Y-\ • \ `� / / / , C mt }{ too -'- '"- y+aa - SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY. EX CON\ •, \ I i �'" 8. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: �• �- / EX C*G 1`� A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT - / - - - - F_1 `� •'': - - -.-•;- AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF _.,�` J / ����\ i_3 ( �� '-'=' •• THEIR INTENDED FUNCTION. �@ �l\A I _ --z ?.,.,�•_ B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. W / (ill \ \ N \ \ \ 9. 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 HARMONY RIDGE P.U.D. 6J LLI L L �\I) 1 p \ \ \ \ DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. W + \ 10. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND Ir THE INTERNATIONAL MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. .k 10CHURCH OF THE 11. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE 50 25 O 50 FOUR SQUARE GOSPEL INTO ANY WATERS OF THE UNITED STATES. 12. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND SCALE: 1 " = 50' U PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (COPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE NTH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. 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. 16. EROSION CONTROL MATTING REQUIRED FOR SLOPES GREATER THAT 3:1. 17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR UNDER THE SWMP TO MAINTAIN EXISTING BMPS AND ENSURE THEIR COMPLETE REMOVAL ONCE 70% OF PRE-EXISTING VEGETATION HAS BEEN RE-ESTABLISHED. 18. INTERIM AND FINAL STABILIZATION SEEDING PLAN SOIL PREPARATION, SOIL CONDITIONING OR TOPSOIL, SEEDING (NATIVE), MULCHING (WEED FREE), AND MULCH TACKIFIER WILL BE REQUIRED FOR AN ESTIMATED 1.96 ACRES OF DISTURBED AREA WITHIN THE RIGHT—OF—WAY LIMITS WHICH ARE NOT SURFACED. THE FOLLOWING TYPES AND RATES SHALL BE USED: COMMON NAME BOTANICAL NAME POUNDS PLS/ACRE Smooth Brame 'Lincoln' Bromus inermis 'Lincoln' 6.0 (25%) Crested Wheatgrass 'Ephraim' Agropyron cristatum 'Ephraim' 5.0 (25%) LEGEND Intermediate Wheotgrass 'Amur Elytrigia intermedia 'Amur' 6.0 (20%) Perennial Ryegrass 'Affinity Lolium perenne 'Affinity 3.0 (15%) = FLOW DIRECTION Russian WIldrye 'Vinol' Pseudoroegnerio spicata inermis 'Vinal' 4.0 (15%) TOTAL 24.0 (100%) EXISTING PIPES REGENCY PARK REGENCY PARK' ' o UE —EX 70' DES' EX 10' UE---, ' DE A• UE SECOND FILING CONDOMINIUMS , _ DE & UE20' UE j FORT COLLINS SECOND U E y AND HARMONY P.U.D. y' Z W W SAWCUT LINE (TYP. /�/W, �SAWCUT \ \ LINE _J, \, \ �(/•�-��-7_--_- - - -,�� _CATCH LINE (TYP)�_3 c-�� Il I ) (,���) `r �,�.i \ /� t.�1 �.-. SF \�•J — -- X — _ -- w � '' �'� = \ / _ — ... r � ._ _.. gas -�, -.-_ `• _ — — \ \ SAWCUT _ � _... ` ' ` �� s ----...._ _.. _.. -' � � _ _ "-' -•. .•- ..= .."� - -- -- � �"" - -- - �.. '--- _.. 5110--• ` ..... .= -�.� — _. _ _ � � _ ..� _. - _.._ .-- _ ..,. - _ _...-- -� ti, _ OPOSED HARMONY 6L. � _ \ �IJNE ,y � ` 28+00 �` � ZTYP.) \ i 30+00 04+09\0�` .....I +0 1 �. 27m+!•- ---t— �•- - - S ""� ".... �� cE 1 f / / �' HARMONY ROAD t51fo _ _ — — _ 51p5 '9105- \ ate— — — -h— SF L s� I I „ PROPOSED E- SAWCUT _ THE RIDGE P.U.D. a THE RIDGE P.U.D. EX TREE TO BE PROTECTED (TYP) U IL PRUPo � O THE RIDGE P.U.D. 1' BERM U ATF- CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1 "= 50' I 12 /15 /08 PROPOSED STORM PIPE PROPOSED INLET LOCATION EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR 4905 PROPOSED 5' CONTOUR sF X SILT FENCE O CONSTRUCTION FENCE OCONSTRUCTION ENTRANCE O CONCRETE WASHOUT STRUCTURE 100 0 v WATTLES INLET PROTECTION (NUMBER �-� DENOTES CORRECT DETAIL) TYPE L BURIED RIPRAP PREPARED UNDER THE DIRECT SUPERVISION OF INTERWEST REC/ 1218 W Ash, Suite C 33441 Windsor, Colorado 80550 'a C a: Phone (970) 674-3300 �O,e'•, Fax (970) 674-3303 E` •'••.,,•• ••' •� CONSULTING GROUP SS10fVAL•E�G W. HARMONY ROAD IMPROVEMENTS EROSION CONTROL PLAN 30 OF 61 C1 - 298 W TROUTMAN PARKW A� ' V X—� ILI N WAKE W I OJ RKev ROBIN Ph LANE II m a Q, O7''7yF�NG C, U FF N WAKE > CO ROBIN 0 LANE W E HARMONYROAD W ILIZE 4j tW Z> E �� K� LLW O Al aIr D 2'O A %a QW Ol A FRCC T O C U U ENTRANCE I U ASHFORD COURT 50 25 0 50 SCALE: 1 " = 50' r— � Z Z Wo wa �z a� �z _o zU 0a po UW w to 1zd z a .. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 I N T E R W E S T CONS U LTING GROUP 100 PREPARED UNDER THE DIRECT SUPERVISION 3m 33441 rc Ate'•. •:�IX, S7WHAL •E� KGVIJIVNJ: UHIG:-UGJIbIVGU OI: URHP7IV DI: HrrRVVCU Dr. W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO 1 sCALE:JDL DATE: JDL CHECKED BY: DATE: 31 OF ENGINEERING DIVISION . 1"-50' 115/08 I _ EROSION CONTROL PLAN _ 61 Cl - 298 00 /!% TROUTMAN PARKWAY 7 W� WAKE 13, it z 0> GqRm O w 6 IL w LANE N < D ORf,vNa m i 10W� 9(r'� U w WAKE J W > ROBIN U I7 m0 LANE W 1177 ONYROAD C J UW�iU W Om UZ OW WUQ lW U>WrXL4OO 0: F It C 41 i� IL YO 6O t��.4 W 2 C IU '2 O = FRCC O: m U U ENTRANCE I U i 1 i ASHFORD W�{{ couar �N � III,✓� � I � N " �1��11\ THE WOODLANDS LARKS NEST PDP LARKS !!I W /I �"( t THE WOODLANDS CONDOMINIUMS P.U.D. NEST II Wj ! W "`I \ \ ) _ CONDOMINIUMS P.U.D. PDF' � !i! LOT I U TRACT A IL M I m I \ Ad HARMONY ROAD J . m " - <\ s < '1YOPOSED HARMONY 1 `�^". :I , a , A \. . t21.+00 , ` < . PROPOSEd . HAIRY. IA, < Q \ \ )0 • > . /+ t1+00 ' 1 ; e / . 53+00 r� 54+00 — — I / 5 + • •0 ., ! y a 1, d n4 ! 1 SF l ' \ FRONT RANGE �', \COMMUNITY COLLEGE /\ �I J r OpWO UWWm< �_'>D oz (L zzIo U2om Odl-O WW IA THE WOODLANDS FILING 5 + ----- 59+00 ' = REORADE AND 0 \ REINSTALL RIPRAP CHANNEL a g FRONT RANGE a COMMUNITY COLLEGE 1 .. W ------- ---_-_------ _ ___.__-TRACTA v= & DE) Jsos2 - (UE — - —g= — —_ — — -- Z /_ X —� / 67++ 0 — 1,,,,/ �. 6,+ao � -+DD- U PROPOSED 10' \ \ \ d( CONIC CROSSPAN- V — " SAWCUT LINE (TYP.) \ - LF-s ! W U t U —_ t I— W 50 25 0 50 100 SCALE: I" = 50' RECORD DRAWING DATE: 11/11/09 I — 1( _soles_ DENOTES RECORDED DATA PER CITYITY OFF FORT COLLINS SURVEY DEPARTMENT. — — — 0. _ _ FRONT RANGE COMMUNITY COLLEGE \ \ 1 I PREPARED UNDER THE DIRECT SUPERNSION REiD/ \ \ \ \ 1218 W Ash, Suite C ay \ � Windsor, Colorado 80550 �• p Phone: (970) 674-3300 •� 33441 Fax: (970) 674-3303 -0 D_ WEBT CON A • [u INTERSULTING GROUP per•'• SS7ONAL•E�G _" REVISIONS: DATE. v CITY OF FORT COLLINS COLORADO DESIGNEDDLY: DRAWNBY:APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH32 is SCALE: DATE: CHECKED BY: DATE: EROSION CONTROL PLAN OF ENGINEERING DIVISION 1 "=50' I 12 15 08 I 61 C1 - 298 tV c.31 CI - 2g8 Oo 0% 5' BENCH 5' BENCH VARIES 2' VARIES 7 5' VARIES 6• VARIES 11'f MATCH EX. GROUND 11't 1 MATCH EX. GROUND 2% 2% }, - _ �P _ U Q100 X 1.33 = 13 CFS 7 Q100 X 1.33 = 131 CFS = }1 SLOPE=1.0% _ SLOPE=0.8% � 2.0' VELOCITY-1.6 FPS VELOCITY-2.7 FPS �� •, 4 6' 1.3' 9f ti ' - 3.4' RECONSTRUCTED RIPRAP RECONSTRUCTED RIPRAP CHANNEL LINING CHANNEL LINING�� EX RIPRAP 24" DEEP EX RIPRAP 24" DEEP OVER FABRIC MATERIAL OVER FABRIC MATERIAL CROSS-SECTION A -A CROSS-SECTION B-B N.T.S. N.T.S. ABLE LINE LENGTH - BEARING L25 10.86 S68'40'31"W L26 12.68 S76-52'43"W L27 12.21 S84-24'08"W L28 8.32 N90'00'00"W L29 6.10 N81'39'21"W L30 6.10 N81'14'40"W L31 37.92 N88'41'25"W L32 80.86 S89'19'52"W L33 88.86 N89'30'17"W L34 33.14 S85-04'29"W L35 20.47 1 N67'3 "W w TROUTMAN PARKA In W WAKE -1 ROBIN W 9 2 RK@U A? LANE 4.0: < O PF9 Gm �NF�NG iA WAKE 8F'a� Z > ROBIN W LANE d' HARMONYROAD It -I Ull aW UZ W 'A lz C J .Z Z> CIE wo IL *; ao W p a FRCC ? a U U ENTRANCE 2 ASHFORD COURT RI �y I o C ■ _ ■ Illltl 0 \� IL FO _ I. OHE F� -i -�q[� �OHE � � >il I O w W �- I F _ _ Ifo moo` PROPOSED HC RAMP W/ T {I LQ� O TRUNCATED DOMES (TYP.) IROPOSED SIGNAL POLE (TYP.)W n ; SAWCUT LINE (TYP. ; p PROPOSED HARMONY CL o z PROPOSED HARMONY CL rc 4g} I 51+00 52+00 -�_ 53+00 _ - l - 54+00 55+00 - ` - --- -- -58+00 _ _ �- B22 58+00 59+00 1 60+00 61+00 62+00 I 49+00 - I ._ - -- -"cl+ I- ---- + - I - - I B20.. __ 1 SDMH (5')- - -+ - -+- �- - i - I 8- [j - - I- - + - I - + - �f - STA 10+07 RIPRAP CHANNEL E - E I 1l SDMH 5') CL OF iv PROPOSED 10' ` ryY ( PROPOSED n CONIC CROSSPAN F STA 11+62- CL STA 58+01.00, 43.63' RT _" c c o - c - -c u c c- -- c - c CL STA 56+26.42, 47.65' RT „„ °- (SMOOTH MANHOLE COVER__ c -c _ ..._ _.....r.Nr - d' I -PC �i- ¢- �. C w - - 'C{2 - u;l 06C A OHC r-O:IC Q ^-^- CIIC .,.�. ... -�!K ... -- Fn 9Y,£FC --- FO F c F _ rmc - -_w-Fo __ '�- ig Fo Fo -- Fo Fo Fo ro Fa E (SMOOTH MANHOLE COVER) r E E c E F ��� --�--- W W W� 4 w w w C W ' w_-_- w - I -STORM B- - A p v� IJ 11+00 - B PROPOSED TCIE I ?1t• �7 B72 1 TYPE C INLET STA 19+06- CL STA 49+10.06, 86.09' RT ' I - 1 118+00 1 I In '..?O , I I tll B14 71 1 1 la7 ? I I. 15' TYPE "R" INLET CENTER OF INLET STA 18+81, 5.00• RT- CL STA 49+32.22, 102.52' RT o W i W U) U) a O N^ II � - + II rn U� W STORM B c - 13+00 - - - B 1 ,+ - - - - - 1� - ' - - - ___• - 17+00 16+00 15+00 4+00� 4�p �• L7 i + - - - - 4 �p�• _ _ _ _ _ 2 B19 - - - �, A - - L10- - L11'9+00- 1 0 +00 13- , .-, B1� SDMH ®, A , �E4 _ - B •$�� 2x� SAWCUT DNE (TYP.) SDMH z STA 14+34- - - - 30A ES - $ J 6+00 5+5235 STA 17+27- $ CL STA 53+74.67. 60.98' RT gj CL STA 50+81.74. 64.99' RT q 1- - - CL STA 58+09.73. 59.51' RT v F� (SMOOTH MANHOLE COVER) f O EX. 2-27' (SMOOTH MANHOLE COVER) ii W m EX. 2-27" FES UMITS OFm o LIMITS OF �,� RECONSTR C10 0\ V U EX. 2-27" FES RECONSTRUCTED w RIPRAP CHANNEL V V RIPRAP CHANNEL MATCH EX RIPRAP ,x /f STA 7+40T LL Z REALIGNMENTFIRM T CL STA 60+53.44, 64.37' RT \ / (SEE EpAYYUP HEREON) 1 " FRONT RANGE w COMMUNITY COLLEGE ham' ° < o o =N.. i •� ,^max O 5090 - - } a s a a a N ao�LL^_� I a nN �� w m� I J �ZwU < Ln J _ IFI U1 mV) U-XX w x x W<72> mN En JELECI - --- SEE NOTE 5 �- - I(TYP) ELECI IGA SEE NOTE 5 AS YELE (TYP) 5080 Z A2 . . �E 62 Q� 4" W B9 LF Lim 19'A Q ERCP 0 N 2f" Rip . O O.SX W 10 YR. HGL 2 B15 813 28 LF OF 24" RCP O 0.55. 5070 5060 19+00 w i� NG GRADE LF OF 24" RCP 0 0.5% B17 m o U 252 LF OF 24" RCP O 1 - t 819 16" MIN. CLEAR 18+00 17+00 16+00 15+00 14+00 13+00 STORM B. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION o oamm a a m > C1O U1 0: � MN _ m j x SEE NOTE 5 (TYP) 175 LF OF 30" ZeAr RCP 03,1X B21 i RELOCATEE�LEC 12+00 II II II •-�-"IH II 6"-45' VERTICAL BEND 6"-45' VERTICAL BEND - C1 CONNECT TO EX 6" WATER 6"-45' VERTICAL BEND 6"-45' VERTICAL BEND ABANDONED 6" DIP 6"x6" TEE 6"x6" TEE CONNECT TO EX 6" WATER PROPOSED �6"x6" TEE FIRE HYDRANT (PLAN LOCATION) - 6"-45' BEND - / 6"-45' BEND 6" WV 0 FIRE HYDRANT (ASBUILT LOCATION) FRCC WATERLINE REALIGNMENT ASBUILT '111 = 20T `1d 'r1 z I �? o z z d U rn v 0 a < F h �In = ry2 It z ""� 111�- -FO LJ B23 1. ix SEE NOTE 5 W 18 LF OF 30" RCP O.9:87G _ �79%t� (LENGTH INCLUDES FES) SEE NOTE 5 _ r,-27"RCP ®Q9% \ (TYP) (TYP) - - \ /`- RELOCATE FO 18" MIN. CLEAR WATER LOWERING 18" MIN. CLEAR RECONSTRUCTED RIPRAP CHANNEL LINING EX RIPRAP 24" DEEP WITH 5" TYPE II BEDDING 11+00 10+00 9+00 Fort wns JDL I JDL SCALE: DATE: CHECKED BY: DATE: .1 "=50' (H) 1"=5' (VI I 12 /15 /08 RELOCATE GASH 36" MIN. COVER STA 7+40 BEGIN RECONSTRUCTION OF RIPRAP CHANNEL LINING MATCH EXISTING 8+00 7+00 6+00 5060 50 25 O 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' RECORD DRAWING DATE: '11/11/09 XXXX-W XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. STORM SEWER LENGTHS INCLUDE FES. 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. STATIONING IS CENTER OF STRUCTURE:. 5. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax. (970) 674-3303 INTERWEBT CONSULTING GROUP PREPARED UNDER THE DIRECT SUPERIASION OF 33441 l CITY OF FORT COLLINS, COLORADO Ap•. ,i„� PLAN APPROVAL SSIONAL•E�G APPROVED: STORMWATER DATE W. HARMONY ROAD IMPROVEMENTS SHEET 34 STORM SEWER -PLAN & PROFILE OF 61 C1 - 298 4 U CV U Cl - 298 FO — — c T= T W W- a I . I —G-0 --- I G --c c c FO FO FO T EX 8' WIR for W — Af' a4?E VALIE E -- E to FO HARMONY ROAD to, Soo � I I EX 4" WATER I �- TO BE ABANDONED (SEE NOTE 4) �' w FO FD 8" WATER T � � 1 T T ST* 8 6 55.ee "o 8�8* REDUOER 1 STA Q 78 g 6�11D " o W to to EX 8" WTR LINE TO BE ABANDONED (SEE NOTE 3) WA)k�< Ll u L1 WATERLINE NOTES: 0 W Y 1,0 T -- p I I/ AA AAWAVOMM 4' OAW to ME, I a `W, aoln W J IIIL LL b[a ASSYCY I I I I r^ o Dr 4 I (r W 3 1.. THE MINIMUM COVER OVER WATER LINES IS 5-FEET AND THE MAXIMUM COVER IS 6-FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY FORT COLLINS-LOVELAND WATER DISTRICT. 2. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 3. THE PROPOSED 10" WATER LINE SHALL BE INSTALLED AND TESTED PRIOR TO ABANDONING THE EX 8" LINE OR CONNECTING TO THE EX 4" LINE 4. CONTRACTOR TO ABANDON FORT COLLINS - LOVELAND WATER DISTRICT WATER SERVICE TO THE CHURCH APPROXIMATELY 3,000 FEET NORTH OF HARMONY -SHIELDS INTERSECTION. CONNECT NEW SERVICE LINE TO CITY OF FORT COLLINS WATER MAIN. 5. CONTRACTOR TO COORDINATE WITH EFFECTED UTILITY COMPANIES PRIOR TO THE CONSTRUCTION OF THE PROPOSED 10" WATER LINE. fl ❑E W i W to AV W m 1 FO ---"'- FO --- l T — W 'EX 10" W7R— W w le" WFFR U \ \wa - W _0 ❑T 3 w W w S 0 I F I 100X10% 0o 7EE 1 C I 3 -10' CA YE VALW CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 4r 1DPT. 67f71D 5095 5090 5085 !•YiYIi] 5075 5070 0+00 WTROUTMAN PARKWAY W 7 WAKE W ! �'QKgV W ROBIN W lZ LL O W W LANE y Ir 4 0 OI?Re a Z f O m WAKE J ROBIN U LANE HARMONY ROAD 4 I U tn� O� U Z LL G A� 0�¢W FRCC 3 0 ENTRANCE ASHFORD COURT 5095 OF U w U W Z MO m^. N o W N m tic 00 •00i^ W W X PI) Or 0 z w m LX��,I Z > O m aoo inm w e N 0� °p000 50 Z e ro II O n II : 0 00 x 00 00 00 x 00 o x . IL IL ��- U W o0 00 PROPOSED GRADE 50 - - y% \ II EX GROUND 50 CONNECT TO EX 10" WATER 10" PVC C-900 10'x10'x10' TEE 50 1 +00 2+00 3+00 RECORD DRAWING PROFILE CollinsFort 11"=20' JDL I JDLSCALE: DATE: CHECKED BY: DATE: (H) 1"=2' (V) 12/15/08 40 20 0 40 80 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 " = 4' 35 001 75 5070 4+00 RECORD DRAWING DATE: 11 /11 /09 WHO( =Xr DENOTES RECORDED DATA PER CITY OF FORT COLONS SURVEY DEPARTMENT. FORT COLLINS -LOVELAND WATER DISTRICT Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax. (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P ti 0 REO� Pf 9'�'7 i,,�S'T o 33441 SSIONAL•;6&11� W. HARMONY ROAD UTILITY IMPROVEMENTS SHEET 37 WATER -PLAN & PROFILE OF 61 C1 - 298 00 (V 1 ■ G G G G —G ® G G �---- E E E E C E E E— E� — T T T TO 0--_f0—r T FO O �- f0'xl0"a1?' lEF u 10'Xf197n?' 7EE T — _ e■ GLI iE YAL iE iO' YAL IE a T T T T T T T T t T T r T W E 1 W W � W — W 1--------- V e9r�'Pr�vj HARMONYROAD 1 1\\L1 >.,:.. w 1 WIN 1 1 3 1 F° F0 FOAggIC, Z F0 0 — — E — — — IIE7ERP PIr — — — T-T —� ■ x T 7 T - - W W T^-- -'— 7--�,...— T »..~«.....,-„— T T T T C W W W W W W _ FO - F© - G cn W Fr FO FO G HARMONYROAD E - G W FO FO O 3 L mow NW147 EB w 3 j x I � w I—_ — — —— — — — — — —?-----_`t_— _ I G- W DATE: ■ 1 W 0 FO Fi 0 FO FO T""-- ---�. T T F° FC —TT— CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION �L,.iI III w W I� f LcawwersEmy 7O /Er 1e- ai'r a- �r cauvsNei M7 LW (Wr raw w/swaw U) a II W 3 L.I I II v� I jl A&4AV AW snvOF ABANBONED l�a� I I I I I I W II 113 I II ABANDON EX e WATER LINE 3 III III 3 III I I, �I I � I 3 I W�I I I 113 I W I II I 3 II I 1 W W W U) U) 0 W VJ APPROXIMATELY 3,000 FEET NORTH OF INTERSECTION HARMONYROAD Collins JDL I JDL rt SCALE: DATE: CHECKED BY: DATE: N/A I 12/15/08 I 50 25 0 50 HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 2' GA U W Z? WQ W WD R aw W IL WO a BYO UO 100 WTROUTMAN PARKWAY C W W 7 Z W WAKE �Rkel7 ROBIN W LL C D LL O W W LANE N Q �RrvfNc Z i IA W m WAKE j ROBIN U LANE HARMONYROAD W U to U 41 4 U O LL Ai W W FRCC =JOB W ENTRANCE _ U m ASHFORD COURT WATERLINE NOTES: 1. THE MINIMUM COVER OVER WATER LINES IS 5—FEET AND THE MAXIMUM COVER IS 6—FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY FORT COLLINS—LOVELAND WATER DISTRICT. 2. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS—LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 3. THE PROPOSED 10" WATER LINE SHALL BE INSTALLED AND TESTED PRIOR TO ABANDONING THE EX 8" LINE OR CONNECTING TO THE EX 4" LINE 4. CONTRACTOR TO ABANDON FORT COLLINS — LOVELAND WATER DISTRICT WATER SERVICE TO THE CHURCH APPROXIMATELY 3,000 FEET NORTH OF HARMONY —SHIELDS INTERSECTION. CONNECT NEW SERVICE LINE TO CITY OF FORT COLLINS WATER MAIN. 5. CONTRACTOR TO COORDINATE WITH EFFECTED UTILITY COMPANIES PRIOR TO THE CONSTRUCTION OF THE PROPOSED 10" WATER LINE. RECORD DRAWING DATE: 11/11/09 **.*X- "" DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. FORT COLLINS - LOVELAND WATER DISTRICT Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970) 674-3303 INTER W E S T C O N S U L T I N G G R O U P W. HARMONY ROAD UTILITY IMPROVEMENTS WATER -DETAILS QO REGI •A�� T ell-Q �0 33441 P0••• S�ONAL E 38 OF 61 Cl - 298 4 9.0 c1 - 298 I I � I m I I �WI THE WOODLANDS THE WOODLANDS O y 1 <CONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. LL - �� I QCI -- ---------------- ---ItA --- ------------------------------------ f— H w RMONv RO w D CURB OF MEDIAN TO BE UCTED IN PHASE 1 FRONT RANGE COMMUNITY COLLEGE dw- FRONT RANGE COMMUNITY COLLEGE THE WOODLANDS FILING 5 THE WOODLANDS - - FILING 5 ______----------____=_____ ---- HARMONY ROAD ----� — — — — — — — — — —----------—'—— --- �� e� ------------- I , FRONT RANGE COMMUNITY COLLEGE Q COVENTRY SUBDIVISION FILINCN 0 Z 2 N07E: 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. 3. MINIMUM LANE WIDTH IS 13 FEET. 4. TRAFFIC CONTROL TO BE DONE BY CITY OF FORT COLLINS TRAFFIC DEPARTMENT. 100 50 0 100 200 SCALE: 1 " = 100' INTERWEBT ►••i••ii••i�ii�'SHIELDS STREET CONSTRUCTION ••4•p••iA•O HARMONY ROAD CONSTRUC71ON AREA RECORD DRAWING DATE: 11 /11 /09 IX:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax. (970) 674-3303 CONSU LTI N G GROUP PREPARED UNDER THE DIRECT SUPERVISION 33441 rc S70NAL•E�G� REVISIONS: DATE: v CITY OF FORT COLLINS, COLORADOort ! "DESIGNJDDLY: I DRAWNJBDL 'APPROVED BY: - W. HARMONY ROAD IMPROVEMENTS SHEET 39 1 ns SCALE: DATE: CHECKED BY: DATE: PHASING PLAN - PHASE 1 OF ENGINEERING DIVISION 1 "=100' I 12 /15 /08 . I 61, b 9 I 0 ARAPAHOE FARM TOWNHOMES P.U.D. - - REGENCY PARK SECOND FILING W I � REGENCY PARK U CONDOMINIUMS Z III III w IIII m III III —► — — — — — — — — — — — — — — --- HARMONY ROAD W W > THE INTERNATIONAL CHURCH OF THE FOUR SQUARE GOSPEL THE RIDGE P.U.D. o THE RIDGE P.U.D. W U Z I I W I I 0 IZ IL W m IL U It I I � W I I I WI THE WOODLANDS THE WOODLANDS O } <CONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. LL - '� �' 0 Imo_ W -- ____________________ ______ U)--- --- J y HARMONY ROAD �y ) FRONTRANGE U 9 FRONT RANGE < COMMUNITY COLLEGE IL [- COMMUNITY COLLEGE j �' W i i i FORT COLLINS SECOND AND HARMONY P.U.D. THE RIDGE P.U.D. THE WOODLANDS FILING 5 I BUTLER, MAINTAIN MAINTAIN ACCESS TO BUTLER PROPERTY WTROUTMAN PARKWAY F W w W w ;'U W WAKE DJ pj > Gq 0 > ROBIN w y, C' R'TC@ W W¢ �GP9�r LANE N W O OR ye77% F WAKE 4l J J W Z ROSIN 0 W G LANE I&AD C J U w �' U a WZ o u W U� w W IC O � G IL F. Ir �� C YO CD R �-� W 2 0 w p = FRCC C S� U ENTRANCE 't U ASHFORD \� COURT I I, W W i SEE CDOT PLANS FOR SHIELDS STREET AND INTERSECTION N 111R, PHASING PLANWPINEVIEW P.U.D. U)� 2 PHASE 11 I Z wil or y— — — — - - - - - - - - - - - - ------------- HARMONYROAD----------- �- `---------- I � I I WESTBURY P.U.D. F 1 ST FILING BROPHY ILI MAINTAIN BROPHY PROPERTY THE WOODLANDS - - FILING 5 -__________________ HARMONY ROAD ______------------------- __--- II—= FRONT RANGE COMMUNITY COLLEGE Q y COVENTRY SUBDIVISION FILING 2 Do N Z Z NOiE 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. 3. MINIMUM LANE WIDTH IS 13 FEET. 4. TRAFFIC CONTROL TO BE DONE BY CITY OF FORT COLLINS TRAFFIC DEPARTMENT. 100 50 0 100 200 SCALE: 1 " = 100' INTERWEST 3 9 SHIELDS STREET CONSTRUCTION AREA I�Q�irr�i�i�•ip�i RECORD DRAWING DATE: 11/11101) XX-W XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF 9 '(X 33441 r• O•• EET REVISIONS: DATE: v CITY OF FORT COLLINS, COLORADOort DESIGNJDDLY: IDRAWN JBDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH40 Collins SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"-100' I 12 15 08 I PHASING PLAN - PHASE 2 61 C1 - 298 I ARAPAHOE FARM TOWNHOMES P.U.D. REGENCY PARK SECOND FILING w } (i I � REGENCY PARK U CONDOMINIUMSII Z III II w III Im - — — — — / - HARMONY ROAD w THE INTERNATIONAL CHURCH OF THE FOUR SQUARE GOSPEL THE RIDGE P.U.D. a THE RIDGE P.U.D. w J I I p I I w IL IL W U d 1 t 'S1 Z w O w Ir FORT COLLINS SECOND AND HARMONY P.U.D. THE RIDGE P.U.D. I I � I I w I I I wl THE WOODLANDS THE WOODLANDS 0 } I THE WOODLANDS ✓�� <CONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. LL C FILING 5 Q BUTLER, PINEVIEW P.U.D. PHASE 11 HARMONY ROAD _ J I � I mI WESTBURY P.U.D. F- Ii ST FILING w THE WOODLANDS — — FILING 5 ______________ ________ --------- 0 -y ------------------- — �� \ Uzi ---------- ___________-________- -- FRONT RANGE UU 9 FRONT RANGE im FRONT RANGE L COMMUNITY COLLEGE I IL I- COMMUNITY COLLEGE COMMUNITY COLLEGE S I w COVENTRY SUBDIVISION FILING 2 i i i i CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION JDL SCALE: DATE: 1"=100' I 12 JDL ©" APPROVED BY: CHECKED BY: (DATE: i■ W U) WAKE ROBIN W ^LANE 2 WAKE ROBIN LLI -I U �\ lW ZZ w p� wO a SUQUo I I SEE CDOT PLANS FOR SHIELDS I STREET AND INTERSECTION PHASING PLAN NOTE 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. 3. MINIMUM LANE WIDTH IS 13 FEET. 4. TRAFFIC CONTROL TO BE DONE BY CITY OF FORT COLUNS TRAFFIC DEPARTMENT. 100 50 0 100 SCALE: I " = 100' 200 TROUTMAN PARKWAY �RKeV �NG \\ W W OW R U U Q 4 LL W FRCC ? IO ENTRANCE i ASHFORD COURT 111� 1 I II I II I II Il I I I i H III W III I w I ��I N I� I 14L I1w 1, 4 O C IA w Ir Z U H SHIELDS STREET CONSTRUCTION AREA HARMONY ROAD CONSTRUCMON AREA RECORD DRY\WING DATE: 11 /11 /019 )CkX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970) 674-3300 Fax. (970) 674-3303 INTER ACON SULTI NG GROUP W. HARMONY ROAD IMPROVEMENTS PHASING PLAN - PHASE 3 PREPARED UNDER THE DIRECT SUPERVISION �OF S 33441 r' 2�� SS70NAL•EaG� 41 OF 61 C1 - 298 i - 298 N W- �A7 ICI - 29t 51011 5104 5100 5108 5104 5100 5108 5104 5100 5112 5108 5104 33+50 L ■■■11■■■■■A■■■■11■■■■ .: ■■■iIL■mm:mmE OWN 101■■ 000110000M 'OMEN■ • - ism M.. 33+00 w (wj SEE GRA SWALE NG GRADING PLAN N 0 CO FOR L5 00 0 L6 0 5108 5104 5100 -80 -60 -40 -20 0 20 40 60 80 100 w ROW �2 ■■ Mn • ■■■lip jft _sl�_- _ ■■■11■■■■©■■■■■` i� i ■ 5108 IIIN NG 5104 5100 -80 -60 -40 -20 0 20 40 60 80 100 31 +85 (REGENCY DR) 5112 5108 41 5104 0 0 0 0 -100 -80 -60 -40 -20 0 20 40 60 80 100 35+50 L 5108 5104 5100 5096 5108 5104 5100 5096 -100 -80 -60 -40 -20 0 20 40 60 80 100 5108 5104 5100 5096 5108 5104 5100 5096 V ° / —.—.-7 N 00 N IID 35+00 w ROW ROW ~ 5108 5104 5100 5096 -80 -60 -40 -20 0 20 40 60 80 100 34+35 (LDS CHURCH WEST ENTRANCE) 5104 5100 5096 5092 5104 5100 51 5092 37+50 2.21 2.21 ° 2 % TT 0 N 0 ROW ROW 5104 5100 5096 5092 -80 -60 -40 -20 0 20 40 60 80 100 (PV&L CANAL) 5104 5100 NOTE: 1. ABC DEPTH SHALL BE EXTENDED TO TOP OF EX BOX CULVERT. 5096 5092 -100 -80 -60 -40 -20 0 20 40 60 80 ■■■■�■■■■■■■■■■■■■ ■■■■I1-�I■'f �,!■■Es1■■ .... 00001110 i1920631�■■ a :. ■■■■��■® OEM ■MEMO■■■■s■■■■■ No ■■■■11■■■■®®■■■■■■■ 5108 5104 5104 5100 5100 5096 5096 -100 -80 -60 -40 -20 0 20 40 60 80 100 33+85 5108 5104 5100 5096 5108 _ _ _ _ 2.21 , 2.0 5104 5100 N r Ui 4 00 'o 'O 5096 -80 -60 -40 -20 0 20 40 60 80 100 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 36+50 5104 5100 5096 -60 -40 -20 0 20 40 60 80 100 36+15 (LDS CHURCH EAST ENTRANCE) 5108 5108 5104 _ N 5104 -2-215r 2.0 i 5100 5100 5096 5096 N M M (V N 00 U) 5092 -100 -80 -60 -40 -20 0 20 40 60 80 100092 'DESIGNED BY: DRAWN BY: 'APPROVED BY: Fort m JDL I JDL SCALE: DATE: CHECKED BY: DATE: _1°=30' (H) 1"=5' (V)I 12/15/08 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' RECORD DRAWING DATE: 11/11/09 _..XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax :(970)674-3303 INTERV CONSULTING GROUP W. HARMONY ROAD IMPROVEMENTS CROSS SECTIONS PREPARED UNDER THE DIRECT SUPERVISION OF v<\w P '[X 33441 rc �0 SS7ONAL ;KG IEET 44 OF 61 C1 - 298 04 100 )96 )92 5100 5096 5092 5088 5100 5096 5092 5100 5096 5092 39+50 5100 5096 5096 5092 5092 5088 5088 -80 -60 -40 -20 0 20 40 60 80 100 39+00 ROW —2. 3% 2.0 , r7 O 0 rn 00 rn 00 IA LO 5100 5096 5092 -80 -60 -40 -20 0 20 40 60 80 100 38+50 4 [,71' 2.21 -2. 7% 2.0 w• i It 00 rn rn 00 LO 0 rn LO 5096 5092 5088 5100 5100 5096 5096 5092 5092 -80 -60 -40 -20 0 20 40 60 80 100 5088 41 +50 5096 5092 5088 0 -60 -40 -20 0 20 40 1 41+00 (WESTBURY DR) -2. 1% 2.3 5096 / 5092 N cl' 5088 LO -80 -60 -40 -20 0 20 40 60 80 100 40+50 ROW 0 -60 -40 -20 0 20 40 1 37+85 (BUTLER DRIVEWAY) ROW ROW 40 00 ■Mir, ■■ol ■■■■■■■■■■■� �■ ■■■ WIN 00001 lmii■■■■■—JUSE WIN 1 ■mil01■e - .. ■■■ ..• , -• , moll ROW 5104 + 5100 ROW ROW 5100 5096 5096 5092 5092 rnco 2.22. 2.1 % 2-OW Vil n ILn co co LO In 5100 5096 5092 5088 5100 5096 5092 Fnva - - - JVVV JVVV -100 -80 -60 -40 -20 0 20 40 60 80 100 -80 -60 -40 -20 0 20 40 60 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 5096 5092 5088 5084 5096 5092 5088 5084 5096 5092 5088 5084 5096 5092 5088 43+50 0 -60 -40 -20 0 20 40 1 43+00 0 -60 -40 -20 0 20 40 1 42+50 D -60 -40 -20 0 20 40 1 42+00 0 -60 -40 -20 0 20 40 1 5096 5092 5088 5084 5096 5092 5088 5084 45+50 W 5092 ROW ROW ~ 5088 5084 5080 2. % - .26 00 _- -- � � I , n 00 00 to N 5092 5088 5084 5080 -80 -60 -40 -20 0 20 40 60 80 100 45+00 5096 ROW ROW 5092 5088 5084 5080 5096 5092 5092 5088 5088 5084 5080 2' , O - S , , , , N 0 00 0 rn 00 rn W to LO 5096 5092 5088 5084 5080 -80 -60 -40 -20 0 20 40 60 80 100 44+50 ROW ROW 5092 5088 5084 5084 -80 -60 -40 -20 0 20 40 60 5080 5096 5092 5092 5088 5088 5084 , rn rn Lo 0 rn 0 0 rn 0 44+00 _2.1 S% _ 2.2 % 3- - co � 0 CID 0 toLO 5092 5088 5084 -80 -60 -40 -20 0 20 40 60 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1" = 5' RECORD DRAWING DATE: 11 /11 /09 X.r. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 I N T E R W E ST C O N S U L T I N G G R O U P DESIGNED BY: DRAWN BY: APPROVED BY: W. HARMONY ROAD IMPROVEMENTS JDL I JDL cn Al r. �nATr. Irurrvrn ov. �nATr. 1"=30' (H) 1"=5' (V) 11 2 /15 /08 CROSS SECTIONS PREPARED UNDER THE DIRECT SUPERVISION OF 00 REGI O 33441 ^ 0. FSS/OAL 6�G\ N IEET 45 OF 61 1 298 Hwa w liN c1 - 296 N C1 - 298 e N r- ON 1�I LYu 41 C1 - 298 2 6 s 1 112 R 4 ':z N 2R v' Cat;er ecge r"iev be taDwed or catered (TYp ra for at C om & _ a 8. iiutteA Ty pe'at VERTICAL (CDOT—TYPE 2 SEC IIB) (LOVELAND) CURB AND GUTTER LAKIMER COLNFY "ONSTRIIi;TIoy RF.VIS[0N NO: DRiW'tNC URBAN' At DRAWInGS - STREET STAI:DARDS DATE: 03/01 jD: 701 Q w Iz 0 ac � ao ie � v v 1 z a ! 4w O O y 4 _ � M A � E P 6 f � tdi O a � 'C3 E a.9 P 'A! I � I 1 CD , I a� < R -90 Z�' onp ! O mT E`rc W'�r r oa � s,m>'pp �- o>r o�Qs:cr�v G. ic:3U �r2 iLaPni�a�- f � STANDARD DRI6TWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV ] ARIMER COUN'Ii CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGSSTREET STANDARDS DATE: 04/01/07 107 "i,!P TO NoR J_ *6 e 1'-6 1-1124-1;2 1 V2 R 1-112 TO 2 n N OUT FALL CURB & GUTTER (FORT COLLINS ONLY) (CDOT—TYPE 2 SEC IB) $ 6 4 / i I F 2 ? •. ASPHALT OR ?ECURS pent(:ntCONCRETE PAVEMENT (KEY WAY O EPOKY) MOUNTA >ECTK7N 3) \ / (SEC 6 1 /4 T 6 6 1i4R ROADWAv T; €°AVEMLN1 t /BMRIER CURB 6' MOUNTABL JRB {CDOT TY M Ft a-i C.;RB (8' R. t V ntr a.) Bottom of curb shay be poured to a depth no ieas than cs1 ;he compacted subgrade of the t. :, ) Ra,:.ed ;,eriar rne.;:;are steal; he 8 ❑._ t rer curb cv 8 er+oxy nirb onry MEDIAN (ISL_AND CURBS) IARINBR COUNIFN CONSTRUCTION REVISION ND: 2 DPLANING URBAN AREA DRAWiNtiS STREET STANDARDS DATE: 44/0I/07 703 t-- a U _ J O 3 n 0 • i t I O � vt I z 4. L La! �z p } zp tr 2 UOWI , VS 0 1\ G WQ 03 - ,1 nz 't1 � o z Y 0 F tax o iY Nei 00 Ir I 1 N r`- o - d D d U Q d J a. U z wM Lip i............ I z Ci p U I U w a Q OZR W t H V) U nW W, 4: w 0 i 6©rn �~X zww 0 a- -kit STREET INTERSECTION CROSSP./AN I ARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA STREET STANDARDS DRAWINGS DATE; 04/0I/07 708 1N' Right OOP of �r"`'r- x - Par'kwrayWdtn nType'APPrUach 1,Y Crvewap Wonh tSee Dr'awifV 7C7) Concrete Thlcknas¢ rr r^ reurn 6' ?vpe : WrIn Detached Sidewalk Type I W L s ktaChed Srdewak Ro"cr to Chapter 25 for mir,me,m rcr ovHl dtmcneons PERSPECTIVE YV vV''atn �— Ra^-ip rt r•ecessary i € j ' 5:dewa'x ' max t f r2 _ ........ max ti :v ^t t' nWx Bft& C` Ca,rb I FL ;v - ' _-- -- _ _-- ------------- Lip -I-- — A B TYPE-- I1 x 2r^`in �'vewayW'HnVanea x eo TYPE II L F'ANS h SECTION B-B P—TI1 NOTE Q2 VA'H y 1 Chrnre:e cmrewuv rrwat crtsprovided to the oroperty iRe as s_0u Ex0ansion 10 tit ;f dowe SECTION A -A t J \ N'S STANDARD DRIVEWAY APPROACH (TYPES I & II) LARINUT COUNTY CONSTRUCTION REVISION NO: 2 DRAWINtx URBAN AREA DRAWINGS STREET STANDARDS DATE. 04/t}I/07 706 x.� a,.e;s. See Pfurs Xmax 2 C) See P33nS)_____._..._ E( D e SECTION B-B t a Sir i r x I Y Y I SS NelVd Steel' -^an, rcAa"Rxtt1 pa:iyt' 1 D mcni� vsr able+ E i E Aefaln.a 5�^R4t5 3t f t^--► i -rFfraC1`ad .r'iK7P1VR�a No;as PLAN VIEW 9rB ''1a,ed Sara', Tread Pate _engtt, aP 4se plateiares __ 1,G x1 Rat'1eaa Vact, C- i i+4 x l �`4 x ir4 2. Chase and cover plate min' cm _ _ -- 5cts x brew ar P X lm^ ijeN R,, to of Way na to 1"� e us Ivsa Sresn 12 on covf✓•• appAA"I b; :^o Ft,g trtn« •(-.yn'ral boy- sdea) Al i uu>U wax cover V'ei8 3>h)r•dy —An,7 a ran to be, c9'Ilied and Mart propCtYv i',C �a :cr(J rrt w]lk 4W .^raadcxi to reCel4e ^+Crew `—Cc'x'retR 'n tv dr ikao to a !ow 3 4.1 Be- welded at 12 Cr, w-ew mA exte'+rd s`to N,C z>,i ar Vesa, Star era Anrx,r SECTION C-C c0rlue.0 D` EGuY31®^' llyp.Ca1 ikT`f' SIdPG) (tW C9 bott` a'd�) COMBINATION CURB, GUTTER, AND SIDEWALK 6' VERTICAL CURB, CUTTER, AND SIDEN/ALK SECTION A -A (2 YEWS} STAND.+ARD DETAILS FOR DRAiN'AGE t)NDER SIDEWAIX I ARI�fER COC NTl' REVISION NO: 1 DRAWING URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS DATE: 04/OI/07 (Q� INTERWEST RECORD DRAWING DATE: 11 /11 /09 Xka XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERNSION OF 33441 S/ONAL ECG REVISONs. DATE. CITY OF FORT COLLINS, COLORADO �"'` � DESIGNJDDLY: IDRAWNJDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH49 ®t C � SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 12 15 08 I DETAIL SHEET 61 C1 - 298 repress r ng 114 to 5,e below ad:acent Ilr.:shed street grade FinalIM a3n zeIi E v. nay or grade ad.us7ne" .. FxvYng `uA9e ocuree r s report r:'m Steel Shlrm— wd oac< wth I bgr, Strength Grout, 9bpe u0 to rnaton fl-slsher' navG,nwt S"vm an around'1ng Lover ___.-----�`r --- •y: Comrahs grade rn .....,�r................'.........,.,,.,,._.. :� :o'rluS g ;ch faper or 4 -- ---------- —y 'Inust:ed Tirade Snim +tinJtrt :grade nng 1_ NuntKtle NOTE Gmu: at^.aii he a mnRure of i 0n ''tx Grout r'l:x, 26 Itas avatar (3 1 P 6af; a, rd i LnC b3 0! 53rn7 �Aleldrrnlreg to .ASTM C-35 2 MMannpl®C srall riot ort ioctdted In crr, 9Vars, tuners, o' whee4 path 3 Sh,m and grout to mass nng arlc coY*r'.tan w'th the fin Wed pavorrent'saracr_• STANDARD MANHOLE COVER LARIMER COENTY CONSTRUCTION NO: DRAWING URBAN .AREA DRAWINGSO STREET STANDARDS DATE;: 08/07/00 1r 0I F'Uw L,mi Curb 2 TYPICAL BICYCLE LANE PAVEMENT MARKINGS LARIhiEF. COUNTY CONSTRUCTION REVISION NO: 1 DL14O6j URBAN AREA DRAWINGS � � STREET STANDARDS DATE: 0TS/01/0:. I i PvC Candu:t SECTION A -A Siecw'e1 15 -0 j jjA T -T t r Zi, i Bund tY td GDnCC.TSpc3' RtedJ 4SCheCule 40 m'n ) r -1 , SCl�ry COnC'CrC Curb ' ', ' hear W- X to r-s ark f' 1 Il 4 ! I >DcaRon Of s!omoss I - �ft/ I NOTES, 1 Maich Icx;et:rxs of >teeres an Garb baud 2. Cepth of &1e6w3 Snail be no team ;thin 3'-0 below street g^add 3 Piund #-A of 91eeve4 Are Pe' srlsed. 4 Sleeves sheii bei:n9talied wtn PuL Wires DETAIL - SLEEVE SLEEVE LOCATIONS I.ARIME'R COUNTY Cd}:NS'1'KLt"C10N RECISION NO: 1 i DP0ING URBAN AREA DRAWINGS STREET STANDARDS DATE: d4/O1j07 STANDARD TEMPORARY DEAD END RARRICADFS I.ARIiMER COUNTY CONSTRICTION REVISION N0; 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1T13 r•AC'J- 8HE Ai]ES :`CU''rED TO POST NY-')N WASHERS L—J " s-f' . KI I7EN':T:. 'b U RADE eau^. Mcn.N � : roPosr,^nr: I , EAG 1 DEA1 R:VFi W f- NYLON 'WT,1iI t-i AUNNS"<K+N �ADF i0N T(;P 06: 1' i 13cD, ThF A")f-om OF THa P DV S-iA-L t<C a,Cx:vTt` %Ilr -i I LArA t,p n Kz-1 {2 Kr. W to x: i 'VL r-H tip_ TAi. aua r'xu_aa VYLOfJ'.rl'ASHE'W',^ AGAINST EL 3N FACc: AND SS,'A REC''.HT I' £AC.44 5.'16 HEX Nlf Of, 1 HF RACK 20c OF PCSST a X- K'u OR/2 17 3AlIGF TH FSPAR POST CRaR A FOR &%- E =05 .._-3r 7".'S xT ^: w3;S 2x?a17jr X Ii 3n 2-1AlX2-14 x'3 ,x c x Slreat Club ARr:'x•^ �2?Ft?A311 Seri' gwe'i. NOTIPS 1 Attacq the S71 Ue' Qe tlghtiy t0 me Dc l and „W pvaarWev Wasteris t0 keep Ne sign ftD^Y oreolk ng loc . ircx!r tne, ptr' ,roa'fetl na M a vmre Sig, pA' :ele S'rou d he mo, m'A't d rn'm-rn.m eft 7 feet an"W tp e P' ve- tx f Yx- grok"f -f si 41gna xuoer 1hM .*f :^i.RCA 't" f?RgtP' (]f 9Vid11'1 (r'-LTy11T. w"Ki rXACN^Q a'T:I 9iKCM: jXM', dM:gn 4 .Anchor Stub And post afe Sa�a'e steHi tube tpe°°Dr3ted) 6 Ail No Dark ng sha11 be :nsta: od xt 4o' from F!c ,v -Inc SIGN I'Oti'T LARIIIER COUNTY CONSIRI)C''1'lON REVISION NO: I DKAWINQ tTRBAN AREA DRAWINGS STREET STANDARDS DATE: 04/ 01 /07 1401 D CATf`>etCA e 'testlanre JU rtc hfa:9: A 16' E,<cwrscY` ,ti rl t4M.a1P! A :M:.' nCXtE:3 A—pertEo .............. ..._ ..-.. _. F', SI1tWn.,K ' "RW-f"A'` 5Utw4LY, .........._..........._...__....._....... i ........................................ ............. ..f SEeT oly_A n SrJAsr•6Y `kchr �a::na :in H' m.,^num S cawa&9'zae s^a 'erea3n �rm s:eltt accss ur.vmvay > con Cranar d�Pn nraalv-ta.•u tea CQIiBT. OWp, TOO 6TOf. 3 Tn:s y'It-, a; G'Ra 4a Ra ca ro: 5:.L4"T" a tl^:Y,eeyS STANDARD SIDEWALK LARI1IER COUNTY CONSTRUCTION REVISION NO: I DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE. 04/01/07 1601 ,y i 1 � FrmwCaaW Pam,, III Y i I 1 n :1 � .,•Xa�M.X:- F s6 a'Sxc�r,en i� �i i .R�ry 1XrW�a rar,F I J � .j j ^.n4h aV FA RCffi Wn i W MF,=O:RY}wP'V CIV,#LYC 1 : r.l I " L^,MYifMr o t S',TxB'6l: I UiI I a �,�@:'C�Rr KtE M'S tACPY^ i1 I I{ �[`nYnN. b1 PBC RRF P.;rrnV. -^ ^ :vx'9 aee'w lF iAXRP�vi Vc'.,. 5 ;! d iF 'w.W _ A , a i'<�' � u y. r'nkR {1C PS.']Ntn Ytm, D rt 50.00 t. f _. aYnm i Vr 'a' r f i i I or_ I ° iGt.im itn4'I rn'J`ti (AN q•mvY![x1RV I 1 ,I aMr .�.-mc xrmt'.a�rvre F^v,rw Fk:o Px .um• tBs1^.r'w 9A'+Cr'a48affi.FrP �'.'Y^nab 1ya ;�` Z y 1 Y � ' STANDARI) PAVEMENT MARKINGS LARI3IER COUNTY CONSTRLCTION REVISION NO; I DRAWINII 17RRAN AREA DRrANI%GS STREET ;STANDARDS DATE: wilDel01 1403 , " 'E �• ^^ �- ..�: \t.:a- ;:UfMAYr:(6.'1PW8r. Wlh j�`^a`A!F:i rt6n96 lATTACHF[-) SIDEWAI K DETAIL LAntl5cAG'q DETACHED SIDEWALK DETAIL (( i+trl my'4TN �_._-...._....... ................... '7::= ..1................. ELLAD `H G,.ta£SS Hilo fr WEAKENED PLANE JOINT "3TA,.1- N .. CA r t Vi S- - Efi EXPANSION JOINT SIDEWALK DETAIL I.ARlA1E:R C0t:N1YjQN RFVISION NO: ° DP.AWTNG URBAN AREA CODRAWIN"1'S STREET STANDARDS DRAWINGS DATE: 04/01/07 16021 d:s.,YM': vtY'oa <. :0.v Vfp4 � rvr4 .n °Ax�r.Xm ta:..wnf eNvaY TYV MW'Ntl`fm'v9'Y a.'uRMr v,N M",i •n>aAb' A Wr VN MPM . MIXaVJ6� Bd�. M 4`IU .,6M [Mai P'BtM I+ NSP ad 4W l,d rv.M ae6,Y CP'.@�la .n bPJ P`tl , C ,.,,T`rID.: ll'4: fb r.1M/ `N? VC ^ 0.�IIfmF wp 94 6tiY:�:Y N' arwuy +a -N+cY—Pmaxl=ew raF' \V� = 1 e �- NA as IXvn`tltNN.r nvr. � ,A+"Toy,.•- w. q}x.A{'p+r�n,aFyyp rF,Y w`x'.rvn p.'.rn-w� f9R✓" (FYVT': IMNP�I-A- AL att.,...xe<.1.re1 uCiNOn MXR:"{1.WI' MS9 rFC4 XC&'L p W, CYr'uYe+4Xr, Iv�-..�• �r�,.s..,� �7RM,n FFv Y,A" �....>v RSFra m•aFa'H itac6.aeo t` _ x�e, >nwew,v+X+v .ewf e t6^'Pt0.••MFC+Ga VAry Sa,Tb✓c e y,ua..Wnv-g I AaF NP#d} a 4Aa HI.r a' I 4f/,V11'Wv N:V!}AT: v<ik cmnwv. ^r oa /' �gvmry 'LL, RY.N�`W NT ile.> t �` � � WB.m4 ve•ux W'tt!y Yi `AA» ,3'3'gxc"rrm xm 6r r " I 1 tcetuw w+w�' a . Km4F.ra, wv.r I? cx r , PutA avw „ �w I STANDARD PAVEMENT MARKINGS A/TURN LANE IIARIIsIER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LRBA\ AREA i DRAWINGS STREET STANDARDS DA1'1;: 0.i/II2/U1 1,104 RECORD DRAWING DATE: 11/11/09 �X XX XX)O( DENOTES RECORDED DATA PER CITY OF FORT COLONS SURVEY DEPARTMENT. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERMSI0t1 33441 r )0 SS70NAL.E�G� 'REVISIONS: DATE. v CITY OF FORT COLLINS, COLORADOort � DESIGNJDLY. IDRAWNJDL APPROVED BY: Y Tilr. HARMONY ROAD IMPROVEMENTS SHEET 50 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 12/15/08 I DETAIL SHEET 61, C1 - 298 C::ro to refa'n Qm-tld behnd U^3 wiaik ` needed �. Z(r�ad?US Var$3} tsrlaC lot` becI of via k wow float ^ftda`F1 B:rU ranw W'ak Broom fdlish Curbr _- Jy _ter �c 1rtlncated 0Cr11B Y�"4�Qd e '9 01 l� C? CUrta (olotiWa:) CORNER LOCATION Only :fr eeied Wood Float f nrsh thri ramp Treresrcion back of v+2:k (ryp ) ._... _............................................................. 9 a `t t'•' Wyk rr Broom firb5tl "" - "-e 'a Broom finish .............................................................. r i .._......................................................{r Cuff1 Gu:tef i ° S � � 'fUnCa:ad QUn1a g (inn; tmin) War-:rFp lhT:ac-ai M D-BLOCK LOCATION at the CMrrY" of the hi1'ic- trfd do­wrianlino 'A L � {tiltC-RCG¢: C1fMri9'O/9Ri hg da68(.'ton E SECTION A -A NOTES 2 T-vk*f*sa aDpivs €o e R:*v rar-tp area 2 12 w;th 1 20 art i e V. iicated t&xne vaarr);riy ) 3 See CONST, DVMG 1 ea6(eI and 1607 for r'a't Collins a See CCNST. DWO. 1614, 1615 and 1616 for Lovelara ACCESS RAMP DETAILS I,NRIMER COUNTY CONSTRUCTIONREVISION NO: i DRAWING tiREAV AREA DRAWINGS D 8�STREETrSTANDARDSATE: 0a 01 07 1603 S A" i GA E N i Flare —Varies Fa;TIp Flare tl 2-O' 0 Panels0 0'Panels at i Y " FodtO Apron �. Case 1-01rectional Ramps Aarvd 1 �` Lplran 1 i i a° WIN, I i a. WRIII , � I--ouRR i y'�-FLOWRIE \-UP CIF GUTTER ,^.i. hwunted Dome AtrnMq DRtawtbn rtw DP7r1CN j Faareea{W D. i iYNT,Rp DetaNkn Irt`/ft MW a' "AiRB a hW' a an aa.dR.o 4:23 raw f I STANDARD GRAY CcNCRETE -. •__ _- __ +tR°� W RAW X1TEi PARTMIT CM 011M alkCi ETE PLAN VIEW SECTION A -A NCr l ES. No JON:S ARE A_LOWED N Ht: r:.^W£.;NE SA INCH,fVO-Ol IPA OR .3.JVVY JOIN MAT Bt IOC3Lt'v Nc' Ci C-4ER "-,:AN iIINCHES Pr4O_W E OW NF AS SHOWN 2 M'JIM UM CONII I,_ IHN:•KNtSS IS 61'R>n,b 3 jOIR,T aATTERN TO 6E ACCORDING TO INT=PS=C7.3N Gr Y" i- ; EFTA OP AS DErERM NED By 'HE I-7N:Jv EN-1TY 4 'WOOD Fr CAT F:N SH IS REQUIRED C:'ER THE SLOPE/ R. R-AG (nF RA"1r APJD =L ninS 3 A 3 INCH WIDE CURB MA" BE PCDREO A" THE 3ACn SUP THE RAMP AS SHOWN F REO,, REC :c Ct. REs'S USF-➢ I f SHALL .YATCI-' I HE `I,RB AND CIE! i TL>+ 5 Fi'LL 0S A,.JACEN � CUF;ci .iNJ (3U' 6 MNIMUM 7kAMP WiOTH SAA:L BE FOUR FFET, Oa T-1E SAM- AS THE IN DEST A -).JACFNT SDFWA'I W-iCf-1CVCR IS GRZATCR, .:P TO A MAX MUM WIDTH OF 3 -CL'7 7 TtiF DAMP . AN^IEVO FvtA*' r3E POUR''D MONO.-I'TiIC W'T-i `H= Ar:, ACFtJT "R.AN5^-JNS �ROV OED TiAT A\ APPROVED 'S-4AKF-ON -IrOMEVT BE USED TO CC -OR THE ANIONIC ARIA 8 r TH CKNESS ;AS SPEC!F ED ON PLANS OR LCti,N_ ENTi'Y ENG NCEM J PEDESTRIAN RAMP DETAIL (Fcu' New CotI & Alteratialr4) J.ARIMBR COUNTY ICON iTR4.,C'rION` REVISION NO: 1 DR.kWING URBAN AREA STREET STANDARDS DRAWINGS DATE: 04/01/07 1606 Flare RampY V tieD, s ao� e-n n, Rap c,�, Panels; Marra-- Flare ' G' o % j Flare 0 'moo^0- FIBrg r7`Panels 0°;�GN 1 Panels,' a BDC c t anets> ` ' a ve i ...... _i_. Case 2-Non-Directional Ramps Case 3-Mid-Block Ramps Note Ramp j Panel Width 1. Tru'icated olornewarl panel Widths Comb ilgors Install panels a orgi wilts the concrete 4.5 2 2 5 �- Varies Varies Ifor the snp. Taapanel lrRera: 5.0 12.5'+2.5 sad be Cast to ac: Warning Fat 6.0 2+2 +2' <— of an egtnvi lent nII °hat 11 7 0 :2 5 -2 .­2 5 �1:2tt Slope . -. 1:i 2 Slope be firatapproved by tPa Cry EnglivieT I : 2 +2 +2+2 p(mir40 1nsta3:ally . The panel polar Note. Gufter srhal l be red, no otlifer color is approved. frencalleir demo panels are or -- �_ Specifications forte panel and available in 2 Q spares and Apron inslalla Jon insinucilons Or be 2x2 5 reetangies Ccanbrne �.T Panels embedded in the provided upon request the widths to fit the ramp, concrete ramps2. This drawing Sian vediea: cure- r-oi Panels may be Cur to no lass a` Drive Over Curb tt>$ rramarg dirrechon than a 2%L5'size t.Certer litre D' ramp aCCtiOit A -A (Center tin Of ramp) location shall be placed In the same 0e) NTS posfbon 6 back froin Ito Face or FOG -Fate DI Cur) Curb Of .- ... c:" Mare ....._--.................................. _... _ ::.--- TRUNCATE'D DOME )MRAI'1ATC FOR ACCESS RAMPS APPROVEC: MRy 09/3Q2004 3fC;b' n gJ. ci.ga W CoIliDR itL''IISL(.i: ,..-.; , i� �' S:tsre ' 12 >1Ax 51cpg---•._..___ Gotts -✓ _ - - _ Apron a: 3Tn:rav tkxle w�rif(: PdfRa s Section A -A "Vote Set 'amps ones using tie cans' of the ramp, 2 Truncated dome waning panel Instal' :ar'.saloJ:g w1M the : icele pour fof tnF 'amp File panel material sia I be Car In Warning Panels or an equlvaler' rna'enM tffat rrust be hrs' approved oili to City Engnneer, pnn• to Instailarue i The panel Ddr shal be red, 40 other color Is app'oved. SDaCAU11015 for ',ne 3arel I-Weflal ww tie Dnovlped Jour request 3 Paoli ramp sFa: align wToendic;lai to he street In wtlia :nc ramp Is provided to cross. 4. Rarer to si Card d°awing 1606 :n the Laimer Cxnly urban area 5treet Standards for othe' retessa? ;IrKem needed to colwniel these ramps trial is not specifled cr this dewing 5. Cnns`actfte arnsaidwa€hsvit�coleramaaldansto 're street. i-€GEND. BC-C- Back or cJ b T - Properly tine PT Poht of Tangent' City of Fott CWbae CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 4 Min Fat Hem Area 4 Min `- } 12 1r MAXSaw lk.A'{- w e rest Surface _ SECTION A -A f.Ainl rum area of trove inriano :'fi) hr � �'- Irur`cWated Ucrne Warrra LX-CZ7: M nypt i' n S drxvalk wratn St, W, con?orr'•t to wid;'1 re'aT�rrementr. for the street aav>ilioat> NOTES ' No s;orT*I water -ha: Jra ^ through E.Y`daStrlOn MkF c ' > adeatr an refuge area st,a' be IF Po w to Cross walks. 3 Cresswal< io ',irte ur, wirn rarnp & tie"u?ae area MEDiAN ISLANDS & PEDESTRIAN REFUGE AREA LARINIER COUNTY CONS RUCTION No: 2 I DRAWING URBAN ARIA rR.t<-r STANDARDS DRAWINGS DATE: 04/01/07 1608 i runcated Dome Wan 9 Detectlor Plan Local rrtrcated dome panels 12x26 1-2x7 Flare 2 4 6_2 lF 'Flare' 2-0 Panels',s Pane3s� {. ^ur,,;,aa �o Is iw -4 5 6.0' 65 tin -Flvwi: P 0 R15.U—, t 5 4 30C to walk w/ vcr ical Cush rLg eack of WI 5-7' 30C t6 walk w;J ctnve over cut 4.5 I Conc.Sldewaik Area to be la dscaneo I 1 15,- w45-. ........._12U� 1 5 "-- PLAN VIEW NTS RESIDENTIAL LOCAL STREF,T ACCESS RrAYfPS 'vrrarva�Yx II %Nag:�EE4eda I,, 'T ai aI�D rR6F_ 4.5 12G y� r' Ii�T v'x:Pi6 .f,Hr y � k "aa E , ''i.1NSYFR.iF o0flT, T/ e - W' Pi.Urctp .9N —•', 'r.O�.f VR•Q£Cr55 ._- YATEPati r 1 y iw4 : y /' I Y - xc� O TYPICAL CROSSWALK DETAIL 3i.°f.t3. ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) L.ARIMER COUNTY COAS'I'RUC'r10N REVISION NO: DRAWING URBAN .AREA ..... _ DRAWINGS IfI o4TREIT STANDARDS DATE: 11 O0r FIrJI CI -I CREW CAP CLEANOUT FOR LANDSCAPE AREAS CTY or FORT COLLU48 SEVER CONSTRUCTION _ r DEAD' DTD17'lli8 DETAn.S ��r ab g ran aom. DRAWN BY:- MEDIAN WIDTH VARIES r-SEE NOTE 1 MEDIAN C&G NOTE: MEDIAN FILL SHALL BE LEFT 3" BELOW TOP BACK OF CURB TO ACCOMODATE FUTURE LANDSCAPING & MULCH. TYPICAL LANDSCAPED MEDIAN SECTION NTS MEDIAN WIDTH VARIES HARDSCAPED MEDIAN MATERIAL (SEE NOTE 1) 2R 2% MEDIAN C&G TYPE 2 (SECTION IB) (TYP) da d d n d Fla -III=1-111-I I -III -I III-III-1 IcotaancTEo FILL-177777777777/7// JDL I JDL SCALE: DATE: CHECKED BY: DATE: NA I 12/15/08 \ \\\\\\\\\\ NOTE: 1. HARDSCAPED MEDIAN COVER SHALL BE 4" COLORED CONCRETE (SAN DIEGO BUFF) WITH EXPOSED 3/8" AGGREGATE. TYPICAL HARDSCAPED MEDIAN SECTION NTS RECORD DRAWING DATE: 11 /11 /09 IWXX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. INTERWEST W. HARMONY ROAD IMPROVEMENTS DETAIL SHEET 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax :(970)674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF 1z 33441 r �N0NAL•E1� 51 OF 61 C1 298 00 CVi r C3 -'3" MIN BONO BREAKER tiNDISTUR@ED so! I,iF CA.I.T sEiJD P,'1LVET}iYtEPlf --t BOND L7.9EAKEFi t ?E.ARtrFI SJRFA�'E M, UNDISTfURRFD .. i;• -U PLUG POLTE -01 ENE sgio^I �- E.Nl1�TilNF3E� SAL T L 2,/3 nu PCtY740nL%Ni BONG•PRENY 9Ei1D!Nt .J I ' ',, Al,4T'cRi.'lL BEA , L SL`RrAQ UNDISTURBED T'if ;CAL CROSS-5070N GENERAL NOTES. 1, Be.Ls' ng sw1a'ce areas Shown ,rl Ct N are rl^in,t`t ," _. A€I f'ttinG;.s to be xrcooed wAh poi etMicne. I !'late .n table N nosed on a p:pehne test pressure of i5C Q (04) and a sod bednnq copacRy of LOX b,'sq. M Adjjst the din-ierislons as rtenUirec' to sift trp field condilions encountered b. Engineer. 4 'thrust slocks on Ope arge, than 12 inches dery ser shall to designed ter condlons eiisUng at thT,, 4ist;vIoUon site. Re`er to Section U3300 and 01713, APPROVED l FOR[ C:7e L1WD — LOVLLANL) WATIR (iI1 PICi .PALE 'ITS Office (970) 226-3104 Fox (9701 226-3'86 DATE- lua�� t H gvft•, �.NE y i i f TRACER WIRE/ i.CCATIN,, BOY I N'iCPANi TO '':Fi;11Uy ii 644 ( I -`kVi BOX NOT. TNr (;ATF VALVE 1`0 T.ic ^iRE HYDISANT Mdr ,T BE RESTRAINED TO. T,li 5'NIVAI Tff !?" OR AT LE4S'T 60 FEE`. rvPiC,�L 'DF RESIRA:vr:(f jOIN!"I P¢pF ! i.lDRAN- ORA$ OPEN'NG'T 0.I. STMI,FF t.c � BRCTN G, c�V``t>r .Ji L ,c T p.Rf .AK, c r7 4V, C)' G'�'-j 0g TiT- It it ,i7"� 1, T I-. \R.S` 11. ,p •t,ii •+ _ n INt.s.r'l. J�<,1�� r —11 ,`,a �s"t`iC`.+.'"i, n: $T` ':rA1. Vt`:. ,!\I •'\ rin _°�� i`o{�..�f cn`n� t --c,' BOND B?Eat--' f x ; ::Rii NLf, J2i11✓ 15 iHPUST Ei;QC,! 4 �� ',, •�`,`�«P �: `J� .Oil °� �7.,n t ! IfrJ'?I',T;.Rbi.'7 i.f.'{)UPa;: , IN ' � I�q�'ERYIOItC cs i1' - - —_._. t-7R! C1.! L N, } — L �,VrL1 R,�II `,r,rr�iLi`" I_3l_`_ �I(-, e t ..0 � ..,.. l.J J'hr t• (D /�.) is .] 003 afu WO, 22h-i946 JAC 1 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION NEFER SD,710N Is_ 2 t SELECT SOIL SELECT rOk, IINi1 _,Tii>rtBtt� �>C�!t i •? t.�ilvq''11.1 �..i '.>h iii*d t_`L"`.€\ MAT E F<!', L PPE 065PAJ- TRENCH SACKPI-L, B Ill;I',C ,i'PNF ISEE ABC,vE PIKE S GRADE, i.Jli K;n.i IF hEQuIEC - - ._Ul_LMS — LO'VELANJO WAII LH L""fl : t?IF i c . N. ti. -,a ru. a;,.. n 7 . f : - F: r,,l ,x I� '6 � .. u L2h- ���� JDL SCALE: DATE: NA I 12 JDL ©M TRA.NISR, SSI.)td I,'N Sf1FPCS4'TFF) E? GAPING CHOCKS \ RECORD DRAWING DATE: 11/11/09 Xk.*r XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLUNS SURVEY DEPARTMENT. FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Mr. Michael D. DiTullio, Manager Date Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District and the South Fort Collins Sanitation District. h EL CASINL CARAE- _ PE REFF.R "Ci SEC' ON +; vvef- crcr ^.•n u.fr .-.. 1218 W Ash, C Wind W!ndsor ,Coloradrad o 60550 Phone (970) 674-3300 Fax (970)674-3303 I N T E R W E 8 T C O N S U L T I N G GROUP r,rrrtuvilv 01; W. HARMONY ROAD IMPROVEMENTS CHECKED BY: (DATE: DETAIL SHEET PREPARED UNDER THE DIRECT SUPERVISION Ci P � Qo RB 'm 33441 r• �0 SS�ONAL ECG 52 OF 61 C1 - z9$ co FULL DEFT i A,n IALT PATCI-t THE THICKNESS OF THE ASPHAI T PATCH SHIN t 13F ONF-fNCH Tl flCKER Ti iAN TI"1E EX ST',NG ASPIi.ALT Tt ? CKNESS VVTI i A MINIMUM ASPHAI..T TH CKNESS PER TA8I.E 25 1 OF CHAPTER 25 If ;his sect o'1 'a ass than _- 5' of ex'stirg a3phalL>rorlCrate. m 2 1 It must wremoved and ^opiaced, (ma 7 `7 T'z''nch VVdth "F.....t ------ ... New ASphallK;oncrete c E> stag Road Rase ._ .................... - ,•'f:` `gn L., Cted uIta'b'e v Fdge Of Pavamerx Or > Materals Lp Ct Lxwtrg Clutter f' Me), COmpec ax; L'i fhickresa If �. .. _. .. .. �s 1. FEOSN8t78 f•31i (I "", r, .j Not Roc u, ad j> t Now R ce ow Sevre F_ x,2 Storm f eta' 6 tmax) ...�..... .................... : .. . L::YI �� -.,.may -- _._ _ ` Fxadd ng Mater?a Undie:urbeclso: '401 ES 1 AEI trenchtas sna!ea bac41 0cl h accordam-e w'J1 fh0 above dow-fi LB' eSS CtherW.So t$.' ocif OC by the €_D:a� Erltihy Erg rK,er 2. Pr I0 :o A acement of eapl'ta iCOnCr6,.e. 1�eV@I'rlent Pdg6 Shall Le saw CUt W :3 GBH!` of (flGa'. ai1r,1 stre gh' edge &, outs de of the wnae: path .3, where the, surroundirtg so :a are non expansive, a flowable. t II may oe substttuted for iDeoktrl rrri4leI 4 Trench w,tlth stTal not be mc;rB than 16 ror :eaa than 12 wder than itte eta<le dlatT'fffBr of •he papa 5 Use a 18 IOrg 04 opory rober at 18' on certers along the Gonmeter of dercrato Denof moiam rm sections 6 Refer :o Chapter 22. Mm"riale & C42neunactlon SpecNlcattons for cornli>acttort arxi test rT(,t rBowro^larrs 7 n un"Orcved areas. all d'eturbed areas shall be rWteded, evaded & rnulci-od 8 n Ccrvcreta roariways, a t'nl?'t'Ivhn". trt �ro'x: ont?fo dGITc:'oia pang gnus; be realaG'ed 9, Beddrig material aeptt, when :rstalling sto'm sewer shall to up ,0 spring :Tle, except [I areas of urau:ta151e back-, I, than, bedding maser 8 Shall ce :) aCw to a IaV®E 12 above pipe. Q/ TRENCH DETAIi. LILRIM ER COUNTY RMSION NO: I DRAWING URBAN AREA ('0\S'I'ItUC'iT0!i .......................... . STREET STANDARDS DRAWINGSi DATE: 04/01/07 ? �.`•?UI PRE r F IIN. IN.A K N R S 1 4a { S 7 IJ 73 a 11 1 2e 48 74 x 24 12 u 54 97 40 3O 17 ai 40 ae w 38 1B IM 7 a7 n 42 4 311 a7 7a 4e m 7O 2B a0 a e4 27 Ba 38 1G° a0 N 36 SO 40 ae % t 75 21 as IN C B DIA. A A l-D--1T SECTION X-X END VIEW END SECTION FOR REDNFORCED CONCRETE CIRCULAR PIPE F TF PLAN IE L I—C L A D AN - SECTION F-F END VIEW �mWoWWoW��oo�ir� FIaP 7 FT. I — C a L SIN. THICK SIDEWALK U (TJ 4 FT. T. IN.- R B La Nr. 1 11 IN.- 2 iT N BARS A 2 N. O.C. A� EXTEND WALK 1 BEFT. BEYOND NORMAL BACK OF WALK. -8 IN. _B/4 B/NS S /5 BARS AT I C 9 IN. O.C. BE 8.5 WITH I 1 L2 IN. DIA HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL �2 i5 BARS AT a IN. O.0 B BACX of sae O sEE DETAL •A• NE WARPED CURB & GLITTER (TYP.) DETAIL "A" -1 2 FT. 0 IN. 5 FT. 6 IN. w J ETAILA 8.IH BARS 2E 8 IN. DETAIL "B" 4,--SEE,D B IN. BARS 8 1/2 IN. 1X SLOPE-�/4 B IN. 1/2 IN. R fB IN,�LONG / 4 IN.-1 IN. LEC BARS-12 IN. O.C. - 400 LB. 16 IN. MAX FINISHED GRADE � x BRICK & OR CONCRETE ADJUST ENT SHIM 9, i GROUTED INSIDE AND OUT 24 IN. N ASTM C-478 ECCENTRIC CONE a ° °D a w w ° o Z X Z Z D � HOLE D IQ RUNGS 12" D.C. GROUT SHIPLAP JOINT a INSIDE AND OUT 8 IN. SEE NOTE ASTM C-478 MANHOLE SECTIONS 2 IN. ° BOTHWAYS ly SEON A -A a CTI 21N. 41 e w ° e IN. 18 IN. MAX 2:1 I� $p� 3 FT. 8 IN. I 4 FT. 0 IN. _' _ 3 FT. B IN. ANO 1 II/, INE LOCNO NNUT 8 IN. T 1 1//4 IN. DIA. X 24 IN. GALV. 3 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1 FT. ° 2 IN GROUT BASE TO CONE INSIDE AND OUT SLOPE 44 NORMAL .L s"ALTERED ° ° +. ° BASE POUREDCONCRETE FLOW UNE FLOW LINE °A B IN. °° ""' SECTION B—B ° 3 IN. X 3 IN. x 3/e N. (REINFORCEMENT NOT SHOWN) BeIN. MINA PLATE 11 FT. 0 IN. ° "' DETAIL "B" Fr. 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL IN. MAX BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT 28 IN. MAX e ° � e D FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP >o ASTM C-478 MANHOLE RUNGS ° 12 IN. O.C. o AS NEEDED 2 D SEE NOTE e F 8 IN. LL In 0 2 IN. 1 FT. 18 IN. MAX ° SLOPE 1 IN. T. 9 ° d 8 IN. MIN. ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE / 4 BARS 5 BARS 2 IN. MIN. 2 IN. MIN. GENERAL NOTES: 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON �_ SLOPE f Iry POURED INVERT SLOP i IN. E POURED INVERT B N. . ' °, EITHER SIDE OF CULVERT. ADD I If 4 BAR D 1 / 4 BARS NOTE: MINIMUM INSIDE DIAMETER OF NOTE: MINIMUM INSIDE DIAMETER OF 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO SIDEWALK. 7 7/21N. r 6 IN. e ° D ° -� ECAST MANHOLE MANHOLE SHALL BE AS FOLLOWS: 6 IN. ° ° p MANHOLE SHALL BE AS FOLLOWS: MATCH SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ° BASE PIPE SIZE MIN. MANHOLE t ° PIPE SIZE MIN. MANHOLE ACCORDANCE WITH AASHTO M-111. ° DIAMETER ° n RECAST MANHOLE BASE DIAMETER 4. KEY JOINTS WHERE WALLS CONNECT TO TOP 1 4 BARS-12 IN. O.C. T SLAB AND BASE. 9O7HWAT5 1 8 IN. MIN. 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) 48 IN. 60 IN. 8 IN. MIN. 24 IN. OR LESS 48 IN. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C ALTERNATE BASE OVER 42 IN. 72 IN. ALTERNATE BASE OVER 42 IN27 IN. TO . IN. (INCL.) 62 IN. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. C/G & SIDEWALK STANDARD MANHOLE SHALLOW MANHOLE WITH FLAT TOP OF FORT COLLINS WATER CONSTRUCTION APPCITY DETAII. ® CITY OF FORT COLUNS WATER CONSTRUCTION APPROVED: DETAII CITY OF FORT COLLINS WATER CONSTRUCTION APPROVED: DETAIL UTH=S DRAWINGS DATE: 12 / 19 00 / D — 1 UTILITIES DRAWINGS DATE: 11/9/00 !D-3 IrrHIT1E5 DRAWINGS DATE: 11/8/00 D — 4 DRAWN BY- NBJ DRAIN BY: NBI DRAWN BY: NBJ l7 m PoH c°w. 1l7 or P°H Co tiDe city of Pal Ca oe LOWER LIMIT OFJ TRENCH WALL SLOPE DENSELY / COMPACTED MATERIAL 1/4 PIPE O.D. PIPE O.D. + 8 CLASS A BEDDING CLASS B BEDDING TRENCH WIDTH AS SPECIFIED � � TRENCH WIDTH AS SPECIFIED � A ` LOWER LIMIT OF 12 IN. MIN. TRENCH WALL SLOPE DENSELY .D. COMPACTED MATERIAL COMPACTED GRANULAR 12 IN. MIN. -.....•... I I B PIPE O.D. MATERIAL 1/8 PIPE O.D. OR 4 N. MIN. ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED LOWER LIMIT OF -� j/ LOWER LIMIT OF -- - - 12 IN. MN. TRENCH WALL 12 IN. MIN. TRENCH WALL SLOPE SLOPE DENSELY - COMPACTED i UNIFORMLY PIPE O.D. MATERIAL PIPE O.D. GRADED ROCK OR + - 28 1/4 IN. A 1/4 PIPE O.D. - COMPACTED 6 IN. 16 7 4 IN. O.- ""O'.:,':.,... SELECTED GRADED GRANULAR MATERIAL _ COMPACTED SECTION F-F END VIEW N. MN. y . DA F Iq: _ Iq:4 72 N. - B4 IN.9 Iq: IN. t- 2 FT. 7 11 I 3/4 N cwarr r TIc RED AL a FWAL 5 I 2 FT. 5 IN. SIN T F 3 LIN. S 4 CQm-TM rPO� YNNT dl IPEtl�IWA24M 601_"Cr Min. 1f a1 CONCRETE JOINT FASTENER. PLAN E -S� Fa M 91 CIRCULAR px. Dao19Ox5 pxols) SPAN RISE A B c D E DAML ON(N) 24 Zo B 1 w ]2 4B w 31 11 a� I$ � 4w2 mm N 48 , x zt w zs as 84 BB 40 Zb 1 BO N w BMp W 72 BB Jt w m 1n END SECTION FOR REINFORCED END SECTION FOR REINFORCED CONCRETE ARCH PEPE CONCRETE ELLIPTICAL PIPE GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 LF. REQUIRED. CONCRETE END SECTIONS Y of FORT COLLINS WATER CONSTRUCTION APPROVED: CIT UTILITIES DRAWINGS D1TE: 01/ at, of Pal Conine n791�11T l2W ame, GRANULAR 1/B PIPE O.D. 8 IN. MIN. INLET GRATES MATERIAL c 4 IN. MIN. LAND Oi NLET AND UNSTABLE SUBGRADE SUBDRAIN DETAIL �"° DDNDUT TRENCH WIDTH AS SPECIFIED TRENCH NADhI AS SPECIFIED 1 LOWER UMIT OF TRENCH WALL / 1 LOWER LIMIT OF - - - 12 PL MIN. SLOPE / TRENCH WALL SLOPE - DENSELY oe O _ COMPACTED pao°ooQoo 0000° 000°po COMPACTED -Lt - BACKFILL o°eOI�O°o,°$og ° 6O°o°O,°o°o°p �o° GRANULAR OR - UNIFORM GRADED - GRAVEL °�QooOBo + o`O+°oo0 o SECTION A -A ° MATERIAL °+ 4 IN. MIN. FILTER O°g°000o�o po oo�DO 0 n°o°o°oa 00000. 000°Oo°000 °o PERFORATED o°°' oB oar 0 6 1"' MI"' SLOTTED PIPE LTER GENERAL NOTES: 1 1/2 IN. _T MATERIAL AL ROCK 1. AREA INLETS MAY BE USED FOR NOTES: DRAINAGEWAY OTHER THAN STREETS. LARGE STONES, BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. (EXAMPLE, PARKING LOTS, MEDIANDS, (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SUMP BASINS) SECTION 6, -BEDDING MATERIALS" FOR GRADATIONS. —NO. 12 GRATE AND FRAME BY MOCLEAR OR APPROVED EQUAL A� GRANULAR 1/B PIPE O.D. 8 IN. MIN. INLET GRATES MATERIAL c 4 IN. MIN. LAND Oi NLET AND UNSTABLE SUBGRADE SUBDRAIN DETAIL �"° DDNDUT TRENCH WIDTH AS SPECIFIED TRENCH NADhI AS SPECIFIED 1 LOWER UMIT OF TRENCH WALL / 1 LOWER LIMIT OF - - - 12 PL MIN. SLOPE / TRENCH WALL SLOPE - DENSELY oe O _ COMPACTED pao°ooQoo 0000° 000°po COMPACTED -Lt - BACKFILL o°eOI�O°o,°$og ° 6O°o°O,°o°o°p �o° GRANULAR OR - UNIFORM GRADED - GRAVEL °�QooOBo + o`O+°oo0 o SECTION A -A ° MATERIAL °+ 4 IN. MIN. FILTER O°g°000o�o po oo�DO 0 n°o°o°oa 00000. 000°Oo°000 °o PERFORATED o°°' oB oar 0 6 1"' MI"' SLOTTED PIPE LTER GENERAL NOTES: 1 1/2 IN. _T MATERIAL AL ROCK 1. AREA INLETS MAY BE USED FOR NOTES: DRAINAGEWAY OTHER THAN STREETS. LARGE STONES, BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. (EXAMPLE, PARKING LOTS, MEDIANDS, (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SUMP BASINS) SECTION 6, -BEDDING MATERIALS" FOR GRADATIONS. —NO. 12 GRATE AND FRAME BY MOCLEAR OR APPROVED EQUAL A� PLAN VIEW 35 3/4 IN. 6 IN. 23 3/4 IN. IN. Cxl. O.F. N. CN LF. CREIE H B RPE O.D. 3 N. CNt. O.F. filll "y�y IN • C1R 2 IN. OR LF. .i4 0 12 IN. CTRS (TW.) N x, • 12 IN. .' LAP �. O 12 IN. ? PPE OWE. H I 11, . -,STEM. NAX 1 i ♦ i ° SPACING yl • 4 O 12 IN. C1RS B IN. AL WALLS AID FLOOR STORMWATER BEDDING REQUIREMENTS AREA INLET D � CITY OF FORT COLLINS WATER CONSTRUCTION DETAIL CITY OF FORT COLLINS WATER CONSTRU( DATE: 1/12/00 S — 1 a 7 or Pak co BED v1vITiES DRAWINGS DRAWN BY: SEC D — 1 c"7 °' P°" c°"°° DRAWINGS SECTION B-B �"- ROADSIDE GRADING (SLOPED TO GRAIN PER PLAN) EDGE>3F,4Hnt1LDER-., 3 6' CUaB AND GUTTER .. ; =cd `.' :,�\ .,"�;`� ;,> ;�;` .• ; ,,`<,'�, PAL'E..HII R ROCIP FILTER MATERIAL iGOGT CLASS A OR APPROVED FREE DRAINING AGGREGATE)) AGGREGATL BASE =' C� `� , C _ ,.; 4'MLX GEOTEXTILE'DRAINAGE) t ON TOP �� OVERLAPPED 4° PERFORATED PVC PIPE TOP OF S'JBGRADE� it 0 _ 1_t .1" tflAX. OR CNEMIC:ALLY TREATED St_IB:s ME —_- NOT TO SCALE GENERALEdQTE& 1 THE LOCATION AND GHAL)t iUH $JBSURPACE GRAINS AND OUTLET PIPS WILL BE AS SHOWN ON THE PLANS OR AS OIRECTEO BY THE ENGINEER. 2. OUTLETS FOR THE EDGE DRAIN$ ARE TO BE AS SHOWN ON THE PLANS, OUTLET i,X)NNrGTII SMALL CONFORM TO MANUFACTURERS RECOMMENDATIONS 3. WH£RE THE UNDEROPAiN PIPE OUTLETS ONTO A SLGPE OR OfTGH, THE OL TLFT PIPE END SHALL BE MARKED WITH A DELINEATOR POST, ANL7 HAVE .AN ANIMAL GUARD AND AN EROSIOP) CONTROL PAD 4 FILTER 44ATERIAL SHALL 8fi TAMPED WITH A LIGHT VIBRATORY COMPACTOR PRIER TO OVERI,APPING'IHE GEOTEX'fit £ FABRIC 5, THE EDGE DRAIN TRENCH SHALL BE CONSnUGTED AFTER PLACEMENT OF THE AGGREGATE BA15E AND SUBBASE THE EDGE DRAIN S4ALL EXTEND A MINIMUM OF 3 INCHES BE: QVV THE SUBr'PAE.FOR CHFMIC:ALLY TREATED SUBGR.ADF L4YF.R. 6 DRAIN SHALL HAVE A ;+1€NtlMUAA LONGtTO IsJAt SLOPE OF IZ 6 PERCENT (SOURCE' COOT M-STANDARDS, 2") APPROVED: DETAIL DATE: 12/8/00 ^ i1F�,,9nG, D— 9 urngcPonOs,vanfleM amY snp n»are DRAWN BY: NBJ VVV Da€e; NOVEMBER'2(KM FIGURE 2 --- --- rr'rci)sX:l: 181404 EDGE DETAIN — Elie: DRAIN.Dwo RECORD DRAWING DATE: 11111 /09 Xk.*r XX,XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 INTERWEST _C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF '� 33441 r' �C.n•'•. 2�� �s370NAL •E�� 'REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO r 'DESIGNJDLY. IDRAWNJDL -APPROVED BY: - W. HARMONY ROAD IMPROVEMENTS ��53 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA 112/15/08 I _ DETAIL SHEET 61 C1 - 298 �! �a■rrnY ■Mw1.' �W! � �NINONl 4O9 T-- 5n3 RQI • " 3 RODS ;. N Ill !NI ,A ;... FGR ErNcTH GREATS? THEN: FI 00RR'''a FkE ;q,FIT PRWA AIA BOTH ANAM t • A` MORAL MAt4k:LE RNC AND WIER A Nf O'3R D q 1(N l_'t,OR is[)^_ t36N ADIX)fiiaa.r C11T 'k NH[N A EYDk P: • IN%' F Jac^,. W'T.4 EN4^R. OF 8 [ $EhA! MO:tN1.V%f CURE MI) IN 15' _ YY 1 ,,- S' CiR .- FACL OF G!.IRER, 5 FT iPMVN 1 `J4 `�- IIOUAiABtt IRIEi ' / .AM Stirs. 93 CaPoSRUCTM, Tlivr•„'WA ^14tklI. RE PAO ........-•.�.... yA C! R8 FACE wml r ] C r 1 MOIJTtiA01E :k 0 .aNL AND GLrrcP aD 30" 3O'---• ;9" ,yC" -. 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RO) ?' .a.c " 2' AAI ° 1 °'-5`ct.r _ ____ k_._. , rNR 't'"EN@JEiikETii 41<i' a CUWt7ER 'ENPC3Fk7♦ _F(12 401 .165 408-� I - '-'�'f't� FOR iWMi4V:. Skd'.,'- II• o,C. eG7 11'vi.c 405 -J L qQ3 405 -•- 4j}6 V 'a P= xtkCE:t AT S,:lY,RA7E i 7'C c Cp b'ec x a°oc &"e,u x 6"ox. E'm r Cox .. ,1 . r:JNA11CM OR A MIAIMUM TM• 8. �.w-. .3'x,ry`, E :'r;HES r9tLQM' SECTION A -A REGULAR IN �% € Ans R FA M s of NE H l,rr�n wTu sElO i.= 10' l r , c- or, CONCi$T 0"rQRF iP'ONCRT R. A,6EVB�Y t 'CRP . 1.<NK; .OX-ANCL OF T}E 9 ac �3 1 IT ...u_....+I9 ,. 413 \_ 4'M 43S 413 % r tlARtkBIF -. _._. .. - a9J 410 4ti .-` 412 -"F c e ",,,,,� r" �--� n � "" "" I, SECTION F3--13 TYP:Ck. END 'Ie9 I I � z• ELR. ,may S;.DPE L4 TO Wr'EH ,'raer sTEPs y % REO'.)YOR 411 u>s-6. 161 VAX 401 al! NtCaND 1"[" SECTION A -A INLET WrfH DROP BO ^rH>S' -.- 3-4' i CC(�TT j�'y� c "1°Oe�* pA r� +� _6fl.._I_2.-s2 tott� sorts ARE N DECDON ID-ci NGTE II"DI R NtE $ Imll, SIAt" FK1pt! RE AT THE S"E ENV, OFrH IWZT, . Colorado Department of Transportation t )fl 4201 Ecst Atkwms A'enue CD0'DDu RQ2r, ^-�A!P•"^.•^.'ec�s Pnarrel (30:4) 757-$t';i FAX I5051 757-9820 r~'ra,eCt Development Branch SO Computer File Information Standard Plan Revised jj\j��j CURB I i� TYPE R IGsr1Rd ey', P-r, eCi Cleveirprpnt lir%nl:h (`ciOnNr 1, �j'�'�NDERD PLAN NO. FA91h� xNw.dci.sratu.Lz.ua I�vnLo ram �'v° 'AI51>,rdada' 'rr� � 4 1 Date, C,�^ime,,W . - - 12 .._...., Oraw:nq F4a Nara: 6040120102 c1xg Sheet No. i cif ` Aa:gtt Vees3on: R14 5ccle: NA U"is: FSyetish ---------- ---------- .---------------- -- 4 I FL-FL II R-211 CONCRETE CHANNEL W/ 6" CURB TOP-3.61 FL-2. �/ 4 TOP-3.79 r2' CURB CUT /-FL-FL INT-2.97 '--R 1-1 600 TOP-3.63 4 FL -FL- 2' CONCRETE SIDEWALK CHASE �- DETAIL 709 __- 2' CONCRETE CHANNEL 4 W/ 6" CURB 12'x12'x21" TYPE M BURIED RIPRAP W/ 6" SOIL COVER AND 6' TYPE II BEDDING PROPOSED 4' CURB CUT (##1) WITH 4' CONCRETE SIDEWALK CULVERT AND CHANNEL - 45 -- 4 FL-6. 12'x12'x21' TYPE M BURIED RIPRAP W/ 6" SOIL COVER AND 6' TYPE II BEDDING 2' CONCRETE CHANNEL W/ 6" CURB 72 LR- a TOP-7.66 a V CONCREI DETAIL 709 d d ro a FL-6.80 ° d TOP-7.50 C ... �m 80. O .. q R 2' .. FL -FL INT-6.85 1 FL -FL INT-6.84 2' CURB CUT PROPOSED 4' CURB CUT (#2) WITH 4' CONCRETE SIDEWALK CULVERT AND CHANNEL TABLE ONE - BAR UST FOR CURB INLETS. TYPE "R" MA9x e1A iN p,p. Sf>!R"rNp 117E luxs H z `.: f?EEis, a 5 L_...-,' _...._. NG. IQ CNCQp M IV �AS;Th' N`Q.2EDO?s __.......... _... .... _'.. N.RE30...,._,._.. I.ENC.iN E II :S 21 ° 28 '9 F3 1A li ' � i 405 6'' '"6' le' 31 640s F'7 @• v91 8'-i0" 7 +3°_ip' 7 is-1C"8'-tf" 7 e'-'0' 4<17 1{^' 9'r. S' sa' +0 'e4011 2' :3 S S'-+C' 3 11'-0 x •g'_0'IW' 34GB A II 5'-12. a !0"-10' P :5 «t:)'tp-'0 8 15-10' a10 ii 14, 3 S a 4i1 ve' I: S a-2- ;0'_2• 4:} 1l, it 7 10' 10 7 15' IQ' 3' c• ;.r^ S' 4' 33 �' 4' 502 17R 5T,'2• IN 11 I:' �V 3'-a' S &1t aI2' V ) 5' iC` 2 B' tp' T 10' a.5 4L44S 1R00 5' !C• '9t(Y+S t0'-1U' --^^ + r9V+"`a58v505 ,-10"' --- flApS,3ih'x15 :0'-:Q r ^^-- R3,5a'009 15'-n' • 1P•t14F, MER Y WE i'1Rl c V t 4 MME 1e` 90, 4 " (SM U0011C. AW MrhhAR �„ A ccF ^L� F%Y ASL'% y ON WrF 1 .Alit D**L LOW DEWS CR 1N' SA'RT DruLL1AR NU TABLE TWO BARS AND GklaVl`mES VARIABLE WITH "H" ' �*L�iLt--IILryJLy^JryCr^��1 Y i 1 7.JL. TYPrAL i�ttIHOLE COVER C -F �11 NOTES I ' ; SNN-1 5E UASS H. At_ CA+.aAEt s - n -c 1 '.i C4tCRk t 9YALL`.+ �'Ai1 v7 FAR'tNf.0 f4 d03H G}.- AA.. ,!Ski RE 3 'N E%. 3 &11� ,1TPs aw_ at IN ACC c WH Aa rn W l9q # E.:Re FACE AEUWi4LV E01L 9': GM.VANUM ARLR WELDING :. IX-0-,FO U41arT CONNENS %*I DE A'&IAAiUn $14 N CORE AND GUtiEP C(M7YL'RS SHML Si rM^Id0 TO t64iCH TE'9. fxiSTAii: CUF�3 ANO :w.17i.R 1 1iSN0 Ode RANSMN C liR E A ^ �x r r g Nr'N.F:>fT�K: BAR!: :iAt1 B`e 0E O17dE1; 0.N0 1hAlL 1AY_ . 1 'N N,A N IM CLFARk CE AL, ROWORCYtG %R5 510',f, RE ff'5"s" -ATM 7 DIIMENSIOW AND *W4`. CYr "Y?Mt WNWF RIW AW; i`,;MV ME MiMML 8 1ATERIAL 'OR MA*W RINGS AND CNrRS S;ALL G?AY ON CVi: :t.': CAS' WN r:IMMIRMING t0 712.X 9, 5910E Pg'_ ENTRIES '{FO T4 iNU7 ARE VAA`kaf. ME 'WIISOxS a'I" ARE R'PICALL ACTUN, 09i W0% AND fh" ?InT FEW COWREIE AND R,7NFORCEMIEW SNi41 $L AS "E ARCG R! RE M 9 i7'1aJ4MiLS Rd_LAE 1^0'_UMCS CCL31PEn tY' PIPES. F0, 7RVtiilRA1 �TEEI 5'Vd.;. B& GALYAN�'rED AN>I 94A€L x1!SORM TD :a; Rc9ViRENENI; Sir 112.05, t! Dfl. E tTox 74^ - - 'tS -I 19U M a A3s 12 1 ,N, i}iJ(;Tre ac+. Fez a1G 71."O.CkSY: 13AREFI 471.tp.Ca1G IEL FEL mm M. . tH,m7 ADS 1 4p' ap7 NU? ^k 2 -8 E -a' liT 7 2 285 5.5 497 ? a 706 -i' i 7 5 SOS .�' S..6 7,n ; 7 4 • 4 '.7 37 9.. 559 INA 4 -0, 4'-2' Y-2" !2 9 3.9 U4 6,4 57t 8.11 W3 5'-p• a'-d° S'-d' 14 t 4 1 354 C.7 _ 4102 _ 2.3 _ 844 ,, -8" S -< 4'-.' 3'-5' 16 13 ' 5 6 4 a 575 d o T; n::J a'f° 5` 8' 4'-9` 3'-t1` 16 IS 18 6 0.g 388 62 76 86C W-6- 5'-2` 5'-2^ 4'-.5' va 15 1e a 4s -M aA 7,e a86 7 ­Q^ .-8" V-8" 'f -97' 20 `> 14 10 5.d 423 a.6 S.0 GM7 ',' w-2" 5'-S'' 2G 17 70 10 S.S 47a `u.9 JM4 8.3 907 w r 7'-3° 8'-6' S'-.51 2i 19 23 `2 4.$ 461 7,1 a.5 9.7 6'..1' 7'.. 2' G -5" 24 2+ 23 a 5 I 47' "1 .°. 9'-0• 8'-8• 7-N" 9'-t1" 24 71 24 14 6,O 479 70 90 95, 7-g' 9'-2" B'-1" �'-3" 26 2,'; <M 16 6.2 49N 'F -8` ZS 85 ] 1 6.a 8.0 7#S 9.a Bg 14'-e !0'-2 9'-2" a'-5" 28 .2S 29 16 S.7 527 8 3 7% 9.7 tUCt _p te'-a 8'-8' a'-:,- X 21 Sb 70 a9 h+? a5 '?5 99 1t122 wrrr MM Iron L-V Am L=t< ?.w i ra::s.Aaw Ilium ieTti"'artwnls:5 3r _-"-.Ai =--'1 a*E 1117 NFEUF0 Afr glwiF (II % f } --- -I ",E MEAT 33" um j M Nw wx NLF'4113TAL Cxw_ N MWMFq T REEad2;RE a OrE f - za' - •. a4" - Z4' N' - 29' 4 1.YF iy j rtnE MAN PI.E I tT,H in RaT' i 1 s' * ' -i mra , ..,, 1aYf5 els', T 1 SFCKA ,.•'' �. AT rat 3 I"I� i-._ �-_._ .. .--....__ . I ,�- b � -�_ %` ...,_ g8' .:. 13' . ^a` _-(- t:"- DGY W, 4 84iS ,8 �1. ivTEEL N>2Gt6S CIO 10 j INO Uik IRuC.1LRk. !�CR is Nil ?e _;_ - N. ...r. 31, -L-_ M. --- N iiP• N[YES ..W CAI 8i313;T5 omit ='7R r8S IRK 135 •Ds. CHANNEL LAYOUT DETAILS >n�arr- ,YAP N F°FE 9 `fRN W Tea£ v 79Ef 0 TYw -A 1TaE AAB 1>NF ix - a4• { t7•-I-.---� -7T [_ Li•_..-._ }---,2°__., � _U -..-wars-! {---�-aa•--i I BAR F-Colorado Department of Transportation Computer File Information Eta 8201 Ecs: ARUnsas AVEFB.t .'41r1 N4`N doLaiotc C11.13�D8.'8:6D$ff9fFC'i,^.l`�d9^Y�erC!`MSlc'rttl«Jsj ^ Dewf, v0'C'S g WU2 '"'-'�i"-"'`-' Pho v l,303) 757 9C83 FM (j05) 7j7-952U 1 OnR:nG tik Name. 6040'2020; dw+3 Project Development Branch Sit Acad Vdr5a ; N1S 5 g'IC: NA !iN; s c 9'R' Standard Pion Revised CURB jNtEij1 L.°' i4JJ 14.LB INLET ii T '�(''11, CSL'P--� fjj PrO E<.; D ve nQr:ani BiDGCl .dCiOber '. POCU STANDARD PLAN NO♦ OstN Commsnte. ��%�(� y��a /�,4 j A. - 6 0 4- 1 2 Sheet :1 o� 2 of w CURB CUTS rL-0CX4V-91 A II II I O d II II I d olII Q d II d I O.LV' d a ° d a '-4' CONCRETE SIDEWALK CHASE IETAIL D-12 PROPOSED 8' CURB CUT (#3) WITH 8' CONCRETE SIDEWALK CULVERT AND CHANNEL 10' TYPE R INLET EX. 38"x60"J HERCP (TYP) 12" 10' TYPE R INLET TOP BACK OF CURB FLOWLINE EDGE OF ASPHALT TOB-5054.42 IN M FL=5053.92 00 I 12" c�r��++�T7����11 NOTES: SECTION 1. CUT PIPE TO INSIDE �EX. 38"x60" HERCP DIMENSION OF BOX 2. FORM BASE AND WALLS AROUND EXISTING PIPE 3. FLOW FILL EXCAVATION RECORD DRAWING DATE: 11/11/09 USX-3fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. ELAK 1 O' TYPE R INLET ON 38"x6O" HERCP 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone '(970)674-3300 Fax: (970) 674-3303 I N T E R W E ST C O N S U LTI N G GROUP PREPARED UNDER THE DIRECT SUPERVISION OF s00. RE9//.o. 'ac 33441 r` 13 V. SSAONAL �aG-Y REVISIONS: DAT v BY:EET CITY OF FORT COLLINS, COLORADOort ♦ "DESIGNEDns JDLY. IDRAWNJDL "APPROVED BY: v W. HARMONY ROAD IMPROVEMENTS SH54 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 12/15/08 I _ DETAIL SHEET A, 61, C1 - 298 W 0% N i u INSTALL A BMP AROUND THE INLET UNTIL THE SURROUNDING AREA IS SUFFICIENTLY ESTABUSHED WIRE ENCLOSEDD- 1 1/2- CRUSHED ROCK EL7RB 1/2' TO W,BELOWOF CURB WIRE ENCLOSED GRAVEL FILTER MANHOLE WOOD STUD EXTENDED INTO CONCRETE BLOCKS ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE CURB AND GUTTER — I RUNOFF N ROCK BERM SHALL I BE PLACED TIGHTLY L ® AGAINST CURB FACE TUBULAR MARKER CONCRETE TUBULAR BLOCKS MARKER CURB INLET A A PLAN VIEW OVERFLOW WOOD STUD "c'�`/�'F"'^• `CURB INLET SECTION A —A CURB INLET BLOCK AND GRAVEL FILTER GENERAL NOTES: 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. 2. CRUSHED ROCK SHAL_ BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1' (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. OTHER CURB INLET PIROTECT10N METHODS WILL BE ALLOWED IF APPROVED BY THE CITY. MAINTENANCE NOTES 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY AND AFTER RUNOFF EVENTS AND MAKE REPAIRS OR CLEAN 2. OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF 3. ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED. UNLESS THE CITY APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. CURB WIRE ENCLOSED GRAVEL FILTER B MANHOLE TUBULAR PLAN VIEW MARKER `CURB INLET SECTION 8— CURB INLET GRAVEL FILTER (CONIMIpIS GRADE) AND GUTTER DETAL B NOTES: 4'-6' ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES DETAL A NOTES INSTALLATION: NEED TO BE TAMPED UNTIL NRE/ROPE IS STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND } SNUG WITH WATTLE INSTALLATION- \\E\ ON EACH SIDE OF THE WATTLE. LEAVING 4'-6' OF STAKE WHEN INSTATING RUNNING LENGTHS OF WATTLES, BUTT THE PROTRUDING ABOVE THE WATTS. BAIUNG WIRE OR NYLON SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT �`1�W��. 3'-4' STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE ON CENTER. FOR EXAMPLE '41� ADJACENT ROLLS SHALLOR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. A 25 FOOT WATTLE USES a STAKES TIGHTLY ABUT WHEN INSTALLING RUNNING OF WATTLES, TO A 20 FOOT WATTLE USES 5 STAKES/v PREVENT SHIFTING, BUTT THEE SECOND ND WATTLE TIGHTLY A 12 FOOT WATTLE USES 4 STAKES \ AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STATUES / SHOULD BE DRIVEN 1 FT. FROM END. ACROSS FROM AND ON STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. \\/� EACH SIDE OF WATTLE LEAVING 4'-6' OF STAKE LEAVING 2 — 3 INCHES OF THE STAKE PROTRUDING ABOVE THE \ / PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO FHCK THE ���\y""/ / / 'ti ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS 1'x 1' WOOD STAKES WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE �N .\ FORMATION (FRONT TO BACK OF WATTLE -A", ACROSS TO 18'-24, DRIVEN DOWN TOO LAW. IT MAY BE NECESSARY TO MAKE A HOLE Y //�// / FRONT OF WATTLE 'B", ACROSS TO BACK AND BACK TO IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO �\\` GET THE STAKE THROUGH THE STRAW. MEN STRAW WATTLES\ //% / //\\�\ \ � FRONT OF WATTLESHOULD 'A'). STAKES OUID THEN BE DRIVEN HE ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES \j\\�/ \\/ \" \� IN UNTILSNUGTO THE WHE W WIRE OR NYLON ROPE IS SUFFICIENTLY DOWN; WHEN INSTAWNG WATTLES ON SLOPES, DRIVE �/ \/ \ •1. ATTS THE STAKES PERPENDICULAR TO THE SLOPE DRIVE THE FIRST END STAKE OF THE SECOND WATTS AT AN ANGLETOWARD THE FIRST WATTLE. IN ORDER TO HELP ABUT THEM 1"x 1' WOOD TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE 18'-24'//.. INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. WATTLES — DETAIL A CQfRAL NOTES: 1. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 2. ON SLOPES, WATIIES WOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 3. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS 4. WAn - DOWN%ORE• VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS: SLOPE GRADIENT AND SOL TYPE ARE THE MAIN FACTORS A GOOD RULE OF THUMB IS: 1:1 SLOPES - 10 FEET APART 2.1 SLOPES = 20 FEET MART 3:1 SLOPES - 30 FEET MART 4A SLOPES = 40 FEET MART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS — ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS — ADJUST THE ROWS FURTHER MART. A SECONDARY WATTS PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 5. STAKING - THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8- REPAIR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTS: 18' IS A GOOD LENGTH FOR HARD, ROCKY SOIL FOR SOFT LOAMY SOIL USE A 24" STAKE IF THE AREA 13EHIND THE INLET IS NOT SIDEWALK STABIUZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET TOP BACK CURB SIDEWALK EXISTING OR FLOW LINE PROPOSED INLET 5i INSTALL FLOW 8' TO 10' CIA TOP BACK CURB WATTS /-- FLOW LINE (FLOW �— STORM WATER LINE UP OF GUTTER SEDIMENT DEPOSITION ZONE SECURE WITH SAND BAGS (TIP.) LNLET PROTECTION SETUP UP OF GUTTER STORM WATER LINE SEGMENT INSTALL 8' TO 10' CIA WATTS DEPOSITION ZONE SECURE WITH SAND BAGS WI NOTE INSTALL CUTTER WATTLE MIDWAY BETWEEN IMPACTED INLETS AND CONSTRUCTION DISTURBANCE GUTTER PROTECTION SETUP 2' TYP. WATTLE "A" UP OF GITTE WATTLE BAIUNG WIRE OR NYLON ROPE WATTLES — DETAIL B WATTLE FILTER DETAIL CK) Kai RANULAR BEDDING D : d50 STATE CLASSIFICATION FOR NOMINAL STONE SITE. IF RIP —RAP TO BE GROUTED: GROUT SHALL BE IN ACCORDANCE TO ASTM:C1107—LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE. TOPS OF EXPOSED RIP —RAP WILL BE WET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP —RAP COLOR. S SMALLER THAN INTERMEDIATE ROCK D50 RIPRAP JDESIGNATION GIVEN SIZE BY WEIGHT DIMENSION 5S) (INCHES) TYPE VL 70-100 12 50-70 9 6** 35-50 6 2-10 2 TYPE L 7D-100 15 50-70 12 9"A 35-50 9 2-10 3 TYPE M 70-100 21 50-70 18 12 35-50 12 2-10 4 TYPE H 100 30 50-70 24 18 35-50 18 2-10 6 TYPE MH 100 42 50-70 33 24 35-50 12 2-10 9 "BURY TYPES VL AND L WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM RIPRAP DRAWING DRAWINGS 1. THE1. THE MAXIMUM TIBUTARY AREA IS UNITED TO 0.25 ACRES PER 100 FEET OF FENCE J r 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SILT FENCE CT17 or FORT coun+e WATER CONSN TRUCTIODETAIL DT�'� DRAWINGS D�IIB: Es/rA/00 D — 2 8 DI. rwt aoW. DIAIIN BY: B6E T1A I DROP INLET WATTLES ARE TO BE TIGHTLY ABUTTING WITH NO GAPS AND ANCHORED WITH SAND BAGS AROUND THE ENTIRE OUTSIDE PERIMETER. �A PLAN VM WATIIES OVERFLOW RUNQFF UDROP INLET IP-3 WOOD BAGS MAINTENANCE NOTES: 1. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED. 2. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. / �pf PCE N QUOVC SOP 150 �z 1141 1 /2'-3/4' FILTER LAYER 1 1/2"-3' ROCK MAN' 6" MIN.J EROSION CONTROL GENERAL NOTES: 1. INSPECT AND REPAIR GRAVEL FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 2. EROSION CONTROL MAINTENANCE IS THE RESPONSIBILITY OF THE CONTRACTOR. RATTLE INLET PROTECTION r Trench bale Toe of fill 4 inches into the ground 0 ° erosion bales (weed free) D ° 9 FT MIN. xcavated area 2 FT+ MIN 15 FT MIN. ° 1 A ° ° A' Containment area PLAN VIEW Existing ground Excavated area CONCRETE WASHOUT STRUCTURE Not to scale CROSS—SECTION A —A' CW RECORD DRAWING DATE: 11/11/09 XX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 12111 W Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 I N T E R W EST C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF :¢ 33441 r-: �SS70NAL E�G� TENSIONS. DATE. CITY OF FORT COLLINS, COLORADOort VGJIVIvJDL . IL,11MYTINJDL „rrRVYCV 0I* W. HARMONY ROAD IMPROVEMENTS 55 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION A NA I 12/15/08 I DETAIL SHEET A 61 C1 —bi 'I fl I_IIII I CLOSED CFNT CUL-DE-SAC JOINT IS Ni-T Rlal F-- _'.RH Af. W:lFl Av JA)[NI LA0.1 N _I OR MANI-,SLF ` ---a cT — - ,r - # II � I II �`-- JOINT LEGEND r'I I Iu l I 1 rI. Jor. II 1A!I,' , L/lAN'_III; '' 1 IIgIiIgU I-. III WI "4zv1P I I W ' 114'll Al , 11 Ni d l l nl . IIHIm \_ CIJN hl" , II IIli ,^,II I IRA11 J-F-- _.' CON_ RUC a; ;Flerv� # I,TEcRAI 1IIRF, # LLJ ,c DC I Typ o - ;Flerv� # I,TEcRAI 1IIRF, # LLJ ,c DC I Typ o - _ CURB IN.- ,. D'. II i0k0 •-•PANS10+; w �-`1, °I -IFFY # .T TLLF 'ERM MA # Z[111:10 A,Jb;,1_IJI '.NI MAGI'C' WHFIN FiISCIRI-F _Poll I A M,,iVUM q - MON01 ' 11; 11 Alh Ill I'1 .' .',�•"+ n. 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Ir-- - - ,F t ; ti - - -PO- '� - 1 - - sn =- TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information (� Sheet Revisions Colorado Department of Transportation —__ T --river, r' _ ____ ---a Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. k,� ficn' , III 'llo-tl5 ifA M-412-1 _cst ci Wl n g i j jw, Sheet No. 3 of 5 :II,' - - :L.' r1 li��� . ,I�- Ilnll, ;'3h-p A rJ� =,LAn NOTE / - ---- T4 1AN 11 N'[ J- IN \ In','IV[ III IHIS•NES� IL r II LIR l Ti / 11'1 Fr'LWFNI A N IN I 1 1 a '-- — RC -IOM Ti AN! 1III M fl > T III L• o BRIDGE APPROACH , N T III F Tr JFFAC' - -- REINFORCING SIZE TABLE !_ ! 2— ORME[; 'I[ Ah z 1 * h o R l i J -,4r'�'II I'�l',I �___,—. ' �•_._I II�IvkLF: I rd. �. LONGITUDINAL LONGITUDINAL LONGITUDINAL EXPANSION JOINT TRANSVERSELONGITUDINAL ON JOINTr` CONTRACTION CONTRACTION JOINT CONSTRUCTION JOINT ONSTRUCTI I � Ili^II 'I r.r TI)I'- ''I'll ArAr II �, ,r _ ",'.: r, ri7 i';F - r IIll I. ,IunJ1) -'M INLET OR MANHOLE CAST IN PAVEMENT 10iI R 1h IF L )" fIT P r ,, i1 IJrR ;w LONGITUDINAL - TRANSVERSE CONSTRUCTION JOINT CURB INLET BOXOUT l CONSTRUCTION JOINT JANI III ILIA,_ T Wr1 o V N ? + ! v somr SECTION A -A A„11 , I - - PI AN � MIN MI' I hl RDI: SECTION B-B rikLF•> ';!A 4.4,II I -I .I 101:__'JC I',ql 't9y'nq 11 . DOWELED TRANSVERSE SEAL AT ,{ T ='. rw- !Al ' - PRFt' ul' CONTRACTION JOINT CONSTRUCTIQN JOINT I , SAWED JOINT !Q Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. F rll, CONCRETE 4. v' :07�0 D, In PAVEMENT JOINTS M-412-1 on'e <I IwT ,I, l I ..,ICE irc on - - Sheet No. 5 of 5 Project Development Branch SRJ / TA - INTERWEST RECORD DRAWING DATE: 11 /11 /09 )Lk- XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax (970)674-3303 CONSU ILTI N G GROUP PREPARED UNDER THE DIRECT SUPERNSION e SIX 33441 1 �SS70NAL•E�G� REVSONS. DATE. CITY OF FORT COLLINS, COLORADO r.r DESIGNEDDLY: IDRAWNJBDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH56 I i s SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION NA I 12 15 08 I DETAIL SHEET 61 C1 - 298 c� - z98 C I N V 7 12'f -- 6 12' 00 I — 12 — 11' `17— 12'— _ EX ROW REGENCY PARK SECOND FILING —_ L -- R4-7 W/ OMB1-2 (CL STA 26+60) HARMONY RIDGE P.U.D. O t U PROPOSED STREET LIGHT SEX ROW /,'-(CL STA 29+05) 12' 12' — ® 11' �-12' 164' STORAGE- -�-��� 26++ 0 j 11'27+00 _ I 11' +n PROPOSED + 12' (� N STREET LIGHT �- - 12' N (CL STA 26+55)` 12' .. THE RIDGE P.U.D. vim N 160' TAPER 28. j 160' TAPER N HARMONY ROAD I REGENCY PARK > I CONDOMINIUMS I �.II Q � I• iPROPOSED STREET LIGHT I �• U (CL STA 31+45) STOP I r•� Z �.. Wr l k R7-1 W/ STREET NAME W [v SIGN (D3) ABOVE R7(CL S1T'AT 31+55) (CLST,A 31+82 40)I I\ ,.;;'• 12 + N 12' +� _ 32+00 12'x18"WHII 141' STORAGE 12' + CROSSWALK BARS (1( 12' I/ N E_ALL 1LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. FORT COLLINS SECOND AND HARMONY P.U.D. R (CL STA 34+10) _ \ BEGIN RIGHT TURN UNE 12' x 18" WHITE — AP CROSSWALK BARS (10) I nelG rG SINEs WHITE 18' STOP ' R4-4 BAR (49 LF) It (CL STA 34+70) ,r W !• V~I M ® ® � B M 12• 112' STORAGE 110' TAPER --CIF j J 12' 12T STORAGE - I� 160' TAPER 11' _ ua�i ,^+� 34+00 _- U + I-- 12' 41 WHITE 18" STOP_/ "TURN ARROW* ROW BAR (41 LF) > STOP (SEE NOTE 1)RKINGS (TYP.) W R! "BIKELANE" PAVEMENT MARKINGS (TYP.) Q I R1-1 W/ STREET NAME STOP R4-7 W/ OMB7-2R (SEE NOTE 1) ---- ------ — — •-- -- — — -- SIGN (D3) ABOVE iIE Q (CL STA 32+25) W (CL STA 26+35) r �• :. . '—_.—��. _,.—�.�.�_— �— �. �.--`• ._:_�� —�.- —� _.—�,-.�-- U R11/STREET 3ABONEME SIGN (D Q THE RIDGE P.U.D. Z (CL STA 32+05) W a wa POSED STREET UGHT STA 33+65) THE RIDGE P.U.D. WTROUTMAN PARKWAY G W -� W U) zz W WAKE W �7''kBV C ~ ROBIN W h. M D 4 001 W W LANE N d 40)g7lTjNG z i W m WAKE j ROBIN LANE U HARMONYROAD W Vik UZ D a aye W Imi. F a m rc C pF W C FRCC 2 W Z ENTRANCE •= p m ASHFORD COURT STRIPING LEGEND ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP (D SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE ® DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP ® DOUBLE YELLOW LANE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP 50 25 0 50 100 SCALE: 1 " = 50' RECORD DRAWING DATE: 11/11/09 .fLr. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 121E W. Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 INTER ACONSU LTI N G GROUP PREPARED UNDER THE DIRECT SUPERVISION OF 33441 rc SS70NAL ENG� v BY: REVISIONS: DATE: CITY OF FORT COLLINS, COLORADOorl A DESIGNJDLY. I DRAWNJDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SH58 Ii SCALE: DATE: CHECKED BY: DATE: SIGNING & STRIPING PLAN °F ENGINEERING DIVISION �` 1 "-50' I 12 15 08 I 61 C1 - 298 NY= R-- 1 - 298 0o O-4 N I IsA L STA�35+82) yV �/ I R1-1 (CL STA 35+95) I�I Z n J + U�38+00 ® - - - PINEVIEW P.U.D. PHASE 11 4% 1 R4-7 W/ OMB1-2 R2-1 W12-1 —TYPE III BARRICADE �EX ROW --- (CL STA 40+70) (CL STA 52+75) (CL STA 41+35) --- --- — — — — — — — — — EDGE 2' GRAVEL SHOULDER 0 12'— 12' o 150' STORAGE ^I < ® 160' TAPER 37_ _ _38+00 fir— 15' A a 12' � 41+00 _ — O<H— — 15— + — 160' TAPER—(D-- M — 150' STORAGE -0 ,2•--I 12' HARMONY ROAD Fh _ _ M I �n —1+ 12' am am 12• -- �a 160' TAPER- 0. +— -- 81 \ 11 SPEED LIMIT 40 R2-1 (CL STA 47+00) --- EX ROW IPER I'., •. I'7 .� `.• -- --.---- -- .a... .' j.,..rr=�.. :.-� :.1•: •-��1 ROW PROPOSED STREET LIGHT II ._ a� PROPOSED STREET LIGHT (CL STA 38+50) I,I PROPOSED ROW I: ( m �'' I eiKe�wnr EX ROW (CL STA 44+42) BEGIN PROPOSED RIGHT "BIKELANE" PAVEMENT alcrn ruaN LINE Im LANE MARKINGS (TYP.) r \� \� W �� ONLY WESTBURY P.U.D. (SEE NOTE 1) ELo,oBIKES STOP R4-7 W/ OMBI-2 1ST FILING (CL STA 45+35) BUTLER 1 I W12-1 (CL STA 41+40) SPECIAL ( ' / (CL STA 40+75) (CL STA 42+25) TO REMAIN STRIPING LEGEND 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT (2) DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. ® SOLID WHITE CHANNELIZING LINE 8" WIDE 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER Q SOLID WHITE LINE 4" WIDE OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. ® DOUBLE YELLOW LANE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP �1 DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO r JDL I JDL SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION 1 "=50' I 12/15/08 TKENAY t [\\ SPECIAL (CL STA 48+40) — 1 14' — 14' Qn� BROPHY --•_... sue, :. STOP BAR (51 CO CP U w W UD W C C (y YO a IL =0 UW WC mO U 12' 12' m INTERWEST W TROUTMAN PARKWAY W W = 10 W ; ly rc ROBIIN W LL C D Rk@U OA'/l��Nc W O W w LANE N 6 Z fj m WAKE J ROBIN 0 HARMONYROAD W ZZ III/ 4 U �2T11T IL W rc C 4W2 C OW O: NCE U ASHFORD COURT ASBUILT REVISIONS �_ ^ Z(J)ZZ WO UWWQ U Z U (L OZ0O � O W 0 U IL in = 1n 50 25 0 50 100 �W�Z SCALE: 1 " = 50' JN v ID. Z RECORD DRAWING DATE: 11 /11 /09 X )tr XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 CO NSU LTING GROUP PREPARED UNDER THE DIRECT SUPERVISION OF .. ri 33441 r S3/ONAL ECG W. HARMONY ROAD IMPROVEMENTS SHEET 59 SIGNING & STRIPING PLAN OF 61 C1 - 298 co 0% N ppWO F.J�H U IL 7 Z� OO `* ^,I O M i0 < . F'WNZ �NW J J"Z la / �\ ^/ \ / WHITE 18" STOP V-BAR (51 LF) 2' 7' 14' 14' 14' 14' 8 � 10' :lePa THE WOODLANDS THE WOODLANDS CONDOMINIUMS P.U.D. RIG„TERN" NE CONDOMINIUMS P.U.D. I A(fc At I RIGHT I YIELOToeIKES . LANE BIKES R4-4 PROPOSED STREET LIGHT ONLY (CL STA 55+08) (CL STA 56+50) PROPOSED STREET LIGHT R4-7 W/ TYPE 1 SPECIAL (CL STA 54+62) E% ROW OBJECT MARKER (CL STA 60+25) (CL STA 58+73) + T T W ,�.a+ 12' HARMONY ROAD Z L..,S,.....,..� TAPER .. - � - T� 160' m � — — —® 390' STORAGE 160' TAPER - 12' ti J 2+00 3+00 DO a e 55+00 57+ +00�— I-0-60+ J 166 205' STORAGE U 12' +_ ® n 12' _ r Q N +— 12' SPEED LIMIT "BIKELANE" PAVEMENT RIGHT 4 O MARKINGS (TYP.) LANE (SEE NOTE 1) BIKES R2-1 ONLY (CL STA 52+75) SPECIAL (CL STA 51+50) FRONT RANGE COMMUNITY COLLEGE 'I•I I.I t';I III 11� III WI,1 O > •� LL MI I WHITE 18" STOP I I:.I BAR (21 LF) I N Ill I• 12' x 18" WHITE �. CROSSWALK BARS (14) Z 12 .� J 12• ,+ 62+ WHITE 18• STOP U BAR (42 LF) N — 81 12' x 18" WHITE Y CROSSWALK BARS (8) U U a L:I V L� I•'.I � I I`I {LF}- I I. Z I.I W I �I I ROW "TURN ARROW" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) ROW O FRONTRANGE \\� /'COMMUNITY COLLEGE i i-. �O 0 Q F THE WOODLANDS FILING 5 Z At "TURN ARROW H 12' x 18" WHITE 'CROSSWALK BARS (9) - - —_ PAVEMENT MARKINGS (TYP.) —_ _ - _ _ _ _ _ _ O O 12' x 18" WHITE - - !R4-4 CROSSWALK BARS (16) PROPOSED STREET UGHT OU WHITE 18" STOP (CL STA 63+77) -E% ROW BAR (51 LF) O - - - - - - - - - - _ - - - - - - _ - - - - - - - - - - - - - - - - - - ••A/I �12' 126' STORAGE N C o *� C FLi Z __ u� �'^� ,�I� �11' 580' STORAGE 585' ST8RAeE i' 160' - 'f 3+00-1- 84+ 65+ —88+ 7+ +Do - - i L IL- —� 1t' HARMONY ROAD U J E. — — — — — — — — — — — — C•_ � N \\-PROPOSED 7 jam" V/ li W ROW "BIKELANE• PAVEMENT ,* E% ROW 1� O MARKINGS (TYP.) 91I J U. WHITE 18" STOP `BAR f OIIL (18 LF) FRONT RANGE SPECIAL COMMUNITY COLLEGE I (CL STA 63+00) ~1 U a COVENTRY SUBDIVISION FILING 2 Z III El W N N W TROUTMAN PARKWAY IyWy-j W W WAKE N aW InFF ROB K z W D J. III LANE I N a n Rry Nc F if)i zm U W 1z N a�GP� U W WAKE J 9� > W ROBIN 0 U LANE WD aHAqtQQ41Y ROAD C R Z G Z', .. z> 0 A U w a z ryw rcD ?�� It a w Yo ao a < w 2 0 w z = FRCC i m U U ENTRANCE U ASHFORD COURT 1. ALLLONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. STRIPING LEGEND ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE ® DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP ® DOUBLE YELLOW LANE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP 50 25 0 50 SCALE: 1 " = 50' 100 RECORD DRAWING DATE: 11/11/09 11X,-W XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 INTERW_EST CONSULTING GROUP PREPARED UNDER, THE DIRECT SUPERVISION OF '¢ 33441 r• O'• SS�ONAL•E�G� REVISIONS: DATE: v"DESIGNED BY: DRAWN BY: 'APPROVED BY: W. HARMONY ROAD IMPROVEMENTS 5�ttl CITY OF FORT COLLINS, COLORADO JDL I JDL CHECKED BY: DATE: 60 OF SCALE: DATE: SIGNING & STRIPING PLAN 61 ENGINEERING DIVISION `�`� 1 "=50' I12/15/08 I _ C1 - 298 OD a% te lV I LEGEND TRAFFIC SIGNAL — STREET LIGHT POLE WITH MAST ARM TRAFFIC SIGNAL HEAD, NEW TRAFFIC SIGNAL HEAD, EXISTING PEDESTRIAN SIGNAL HEAD, NEW PEDESTRIAN SIGNAL HEAD, EXISTING CONDUIT LOOP DETECTOR PULL BOX TRAFFIC SIGNAL CONTROLLER PEDESTRIAN PUSH BUTTON VIDEO DETECTION EXISTING TRAFFIC SIGNAL — STREET LIGHT POLE WITH MAST ARM APPROXIMATE QUANTITIES ITEM 202 REMOVE TRAFFIC SIGNAL POLE, SPANWIRE AND HEADS 202 REMOVE MAST ARM AND HEADS 4 202 REMOVE EXISTING CONTROLLER, CABINET AND FOUNDATION 1 202 REMOVE TRAFFIC AND PEDESTRIAN SIGNAL HEAD — 202 REMOVE PAVEMENT MARKINGS — 613 3" CONDUIT (JACKED) — 613 3" CONDUIT — 613 2" CONDUIT 600 613 1" CONDUIT 350 614 TRAFFIC SIGNAL CONTROLLER 8 PHASE 1 614 TRAFFIC SIGNAL CONTROLLER 2 PHASE — 614 CONTROLLER CABINET 332) — 614 CONTROLLER CABINET 333 SD) 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 25 FT. 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 30 FT. 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 40 FT. 1 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 50 FT. 1 614 TRAFFIC SIGNAL — PEDESTAL POLE — 614 TRAFFIC SIGNAL HEAD �¢- 614 PEDESTRIAN SIGNAL HEAD 8 614 PUSH BUTTON 8 614 LOOP DETECTOR — WIRE — 614 VEHICLE DETECTOR AMPLIFIER — 614 FLASHING BEACON — 614 FLASHING FIRE SIGNAL — 614 METRO (SIGN PANEL (CLASS 1)) 4 614 ELECTRICAL SERVICE UTILITY 1 614 LANE USE SIGNS (SIGN PANEL (CLASS 1)) 2 614 RIGHT LANE MUST TURN RIGHT SIGN SIGN PANEL (CLASS 1)) 1 614 SIGNAL AHEAD (SIGN PANEL (CLASS 1) — 614 FIRE STATION AHEAD (SIGN PANEL (CLASS 1)) — 614 VIDEO DETECTION UNIT — 627 PAVEMENT MARKINGS CROSSWALK, STOP BAR) — 627 PAVEMENT MARKINGS LANE LINES) — + FOUNDATION — CONTROLLER 1 + FOUNDATION — POLE 4 + FOUNDATION — PED. POLE — + COMMUNICATION SERVICE CONNECTION + PEDESTRIAN INFORMATION SIGN 1 + WIRING 2500 + PULL BOX 5 + GROUND ROD 5 + LUMINAIRE 4 + 3' 90' L 48 + 3" PVC COUPLING 48 + NOT A PAY ITEM I° II I II I I II °II I 6 I II I °11 I � I I I I I I \ P III I I°•II I b 'Il I II I 11 11' 12' I I I "l I° P-7 .. --q o --- — — — --- ° / O ° ------ —°— ° ° 4 13 / P ° a L-6° 12' II 14 (50) NI►— 12'I1 15 •II. \ It 1' 16 r ..... I. G -G G—_ -G FO FO FO FO FO 12' FS FO - - FO -- T T ---- T — T T � 8• w w w III � . ... . � • �••d • • • . 8 •° 1 — E / P-2 ,.5 m ; (30) iIIJI/f� • SAs `M XIN r DP / -� . 15 11' 14' • 5 063+75 ABNOp1 I I II 11 II / II U j z I I.4^111 � 11• III � �I II \\� :III W �I U I � � I JI � II I.d II PHASING DIAGRAM 8' 30" STREET NAME SIGN (METRO) L-3 L-6 Em ONLY aj�� 6' .F. mw\\'1 a i 11 8 12' -- (40)-- G 12'lll LANE USE SIGN L-1 L-2 24" HARMONY ROAD G G - FO --- P-4 w— w w w w 10' —r=—] a •. . .. .g• .. .,,." a R )1 12" < -)I( Y )I 12" <-)I( G )1 12" HEAD 8, 16 1 m1w.1vp GFO TRAFFIC SIGNAL HEADS 12° O 12„ 12" O 12., 12" O 12" 12" HEAD 12" 1, 3, 4, 5, 6, 7, 9, 11, 12, 13, 14, 15 it =/y a Z> z z wm UZ W fC IL W❑ UYO U❑ UTILITY CONTACTS: W TROUTMAN PARKWAY It W W 7 Z W E aW ; �RKBU K W ROBIIN W LL E W W W W LANE m F❑ O�`'NAnNG W m i WAKE u j ROBIN U LANE ARMONYROAD I W UZ ❑ �2 E W a 4l It C p� W ? to III FRCC w 2 ENTRANCE '= 0 U m ASHFORD COURT FORT COLLINS TRAFFIC FORT COLLINS WATER/WASTEWATER FORT COLLINS ELECTRIC XCEL ENERGY POUDRE VALLEY RURAL ELECTRIC QWEST EASTERN LARIMER COUNTY WATER DISTRICT COMCAST CABLE COLORADO STATE UNIVERSITY SOUTH FORT COLLINS SANITATION DISTRICT FORT COLLINS — LOVELAND WATER DISTRICT O 12„ O 12.. HEAD P1 - P8 DAN HOLLAND 970 221-6816 TERRY ROBINSON 970 221-6814 ROGER VAIN 970 221-6294 LEN HILDERBRAND 970 225-7847 TERRY FIELDING 970 226-1234 LIN SPENCE 970 377-6403 CHARLES HANNAH 970 493-2044 DENNIS GREENWALT 970 484-7166 BILL HESS 970 491-0187 TERRY FARRILL 970 226-3104 TERRY FARRILL 970 226-3104 23 21 89 27 27 98 35 60 217 40 100 PH 17 64 DHV 36 142 ADT 2187 876 780 630 1733 1400 256 154 82 199 162 � � 422 NB ADT 2568 SB ADT 1713 WB ADT 11735 EB ADT 10740 45 20 205 25 10 106 56 25 261 TRAFFIC COUNT 2007 DATA RECORD DRAWING DATE: 11 /11 /09 .XX.: XY..XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 2, 1 0 Win W Ash, de C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970)674-3303 I N T E R W E S T CONSU LTI N G GROUP PREPARED UNDER THE DIRECT SUPERNSION OF REVISIONS: DATE: "DESIGNED BY: DRAWN BY: 'APPROVED BY: W. HARMONY ROAD IMPROVEMENTS -Jhlttl CITY OF FORT COLLINS, COLORADOort ins DLH I DLH 61 TRAFFIC ENGINEERING DIVISION SCALE:(DATE: CHECKED BY: (DATE: TRAFFIC SIGNAL PLAN —HARMONY AT STARFLOWER OF i61 C1 - 295 C1 - 298 9 WTROUTMAN PARKWAY W OEM 2BIN 7 W Z WAKE OJO 6 ROBIN NR7r@ hIC, LANE InoR e�NG i°UaIt Z D UZ r> Z? 0 O O� G LL -r (u rc Z O 10 C 0 'AZ F. Z z N / = FRCC 2 O UOr— U U ENTRANCE 2 p ASHFORD '�/ Q" COURT 41111 11,144 4r ARAPAHOEFARM WiG// TOWNHOMES Q ? 4V / P.U.D. Z 0 I y REGENCY PARK j Z O I U FORT COLLINS SECOND j \ SECOND FILING W O I Z AND HARMONY P.U.D. PINEVIEW P.U.D. W O U PHASEII U w1 _ _ Z \\\OA-20+00 ---tea---------� HARMONYROAD o+0 3 0 =- 25+00 = MFG-9 MFG-10 MFG-11 0 - -- 4 � W r00 Of R W i HARMONY RIDGE P.U.D. u u J THE INTERNATIONAL a- a — _— _— _— _ _ a — — — — — — — _ _ ' W CHURCH OF THE THE RIDGE P.U.D. p THE RIDGE P.U.D. THE RIDGE P.U.D. BUTLER Vyft. FOUR SQUARE GOSPEL Z 0 O I I a Z 1 1 100 50 0 - 100 200 1 I = 1 1 SCALE: 1" 100' L. Ii I W W } II- THE WOODLANDS p N i CONDOMINIUMS P.U.D. w G III / W III 3 W III i I i THE WOODLANDS PINEVIEW P.U.D. NIL s I FILING 5 PHASE II J' d W Z--- — --- --- --- ----I ---________—_—_____--- ___J —--------— _ —-------- 45+F00 I —+--50+00 — HARMONY ROADoo — I — I —so+oo --- MFc a _ — ssT — — — — 7o+off - MFG-13 V E.. — 0MFG-12 I — - MFG-16 '. (if ----- N WESTBURY P.U.D. BROPHY I / j i �� m rzU 3 I ST FILING � � I � COVENTRY SUBDIVISION FILING I FRONT RANGE F- COMMUNITY COLLEGE ZW PREPARED UNDER THE DIRECT SUPERVISION OF RECORD DRAWING a"Sr 1218 W. Ash, Suite C � DATE: 11/11/09 Windsor, Colorado 80550 O f� Phone. (970) 674-3300 733441 : XX-fX XX.XX DENOTES RECORDED DATA PER Fax. (970) 674-3303 's CITY OF FORT COLLINS SURVEY DEPARTMENT. A�'•• INTERWEST C O N S U LTI N G GROUP F` •••\ ss"avA� 6� REVISIONS: — DATE: CITY OF FORT COLLINS, COLORADO DESIGNJDLED Y: IDRAWNJBDL APPROVED BY: W. HARMONY ROAD IMPROVEMENTS SHEET ICI SCALE: r DATE: CHECKED BY: DATE: EXPLORATORY BORING LOG LOCATIONS r °F - ENGINEERING DIVISION 1 =100 I 12 15 08 I 61 CI - 298 4 C1 - 298