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HomeMy WebLinkAboutHARMONY ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE - Filed STR-STREETS - 2008-07-01N N X HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Symbol Legend CONTROL POINT — EDGE DIRT ® ELECTRIC VAULT CONIFEROUS -GROVE --------- EDGE OF GRAVEL ELECTRIC TRANSFORMER DECIDUOUS -GROVE - __... EDGE WATERLEVEL GAS LINE x LANDSCAPE-MISC- FLOWUNE x GAS LOCATE CONIFEROUS SHRUB 3" LIP GUTTER F GAS MARKER Q DECIDUOUS SHRUB 3' POTHOLE x GAS MISC CONIFEROUS -TREE 3" RIPRAP i!) GAS METER oV 0 DECIDUOUS -TREE 3" WETLANDS BOUNDARY M GAS VALVE x SPOT 0 TELEPHONE -RISER ------ 0— BRIDGE ABUTMENTS ------ 4111 BLDG CORNER Oco STORM CLEANOUT TELEPHONE -LINE BRIDGE D STORM PIPE FES 24" x TELEPHONE -LOCATE ® INLET O TELEPHONE MH — FENCE HANDICAP STORM x TELE MARKER ❑ MAILBOX x STORM LOCATE x IELE MISC (9) STORM MH ® TELEPHONE -VAULT x MISC © CAN RISER o POST STORM MARKER " CATV LINE T RAILROAD TRACKS x STORM MISC x CATV LOCATE SIGN x BACKSIGHT CAN CABLE MARKER WALL O SURVEY MONUMENT x CATV MISC Oco SANITARY CLEANOUT x SURVEY MISC x SANITARY LOCATE E❑ ELECTRIC BOX ® CATV VAULT ® SANITARY MH GUYWIRE Oa CURB STOP CATHODIC PROTECTION F SANITARY -MARKER ELEC LINE �Occa ° FH x SANITARY LOCATE x ELEC-LOCATE BACK CURB # LIGHTPOLE WATER LINE • • BREAKLINE 0 ELEC-MH z WATER LOCATE ® WATER MH EDGE WALK F ELEC MARKER F WATER MARKER O CURB CUT x ELEC-MISC R � x WATER-MISC - — --- - CENTERLINE v EEC METER wM EDGE ASPHALT (*I POWER POLE O WATER METER WV D4 WATER VALVE EDGE CONCRETE TRAFFIC -LIGHT Other Contacts CRY OF F.C. STREET OVERSIZING FORT COLLINS / LOVELAND WATER DISTRICT (FCLWD) MATT BAKER: 970-222-0748 JOEL GALLIER: 970-226-3104 MARK LAKEN: 970-222-3546 CRAIG FARVER: 970-222-0854 QWEST - COMMUNICATIONS BILL JOHNSON: 970-213-0359 CITY OF F.C. WATER / WASTEWATER CAROL VEYSEY: 970-225-7843 ROGER BUFFINGTON: 970-221-6854 XCEL ENERGY - GAS / OH ELECTRIC CITY OF F.C. STORMWATER LIND HILDEBRAND: 970-225-7848 GLEN SCHLUETER: 970-221-6700 CONNIE WOODWARD: 970-225-7843 BASIL HAMDEN: 970-221-6700 •, COMCAST-CABLE CITY OF F.C. LIGHT AND POWER DON KAPPERMAN: 970-567-0245 JANET MCTAGUE: 970-221-6154 DOUG MARTINE: 970-221-6700 POUDRE VALLEY REA 970-226-1234 CITY OF F.C. TRAFFIC WARREN LAKE IRRIGATION CO ERIC BRACKE: 970-224-6062 SUPERINTENDENT: 970-218-0726 SYL MIRELES: 970-221-6815 RICH BREWBAKER: 970-221-6792 BOX ELDER DITCH COMPANY DITCH RIDER: 970-482-3067 STANTEC ENGINEERING JIM ALLEN-MORLEY: 970-482-5922 NORTH POUDRE IRRIGATION CO ANTHONY WILLKOMM: 970-482-5922 DITCH RIDER: 970-568-3612 JASON BIRD: 970-482-5922 FORT COLLINS, COLORADO MAY 11, 2007 VICINITY MAP &#EkY RA1 a 1 x Lu J ,I,,,;.s" ° *L w i t I; t`� t I,iY IiE7 aoA CT � Project Deslan Team Contacts OwnerfDeveknw. Planner/Landscape Architect: City of Fort Collins BHA Design Street Oversizing 4803 Innovation Drive 281 N. College Ave. Fort Collins, CO 80525 Fort Collins, CO 80522 Contact: Bruce Hendee Contact: Matt Baker (970) 223-7577 (970)222-0748 Civil Engineer: Irrigation Consultant: Stantec Hines Irrigation Consultants, Inc. 209 South Meldru n St. 323 West Drake Road Fort Collins, CO 80521 Suite 204 Contact: Bret Cummock Fort Collins, CO 80526 (970) 482-5922 Contact: Michelle Peterson (970) 282-1800 I A1E A6' A* t I s 1LOCATION t a O»W*0' rn LN SCALE: 1" = 1500' Benchmarks — City of Fort Collins B.M. Number 12-94, Elev.= 4950.02 Description: South side of East Harmony Road 300 ft. West of Corbett Drive, on top of concrete wall off irrigation drop structure. B.M. Number 13-94, Elev.= 4928.96 Description: Northeast corner of East Harmony Road and County Road 9, on top of a concrete irrigation structure. 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- FGR" 'THF ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THFSE PLANS ANTHONY G. WILLKOMM, P.E. COLORADO REGISTRATION No. DRAWING INDEX SHT No. DESCRIPTION C 001 COVER SHEET C 002 NOTES AND LEGENDS C 003 TYPICAL ROAD SECTIONS - HARMONY ROAD C 004 TYPICAL ROAD SECTIONS - ZIEGLER ROAD C 010-011 HORIZONTAL CONTROL PLANS C 050 DEMOLITION PLAN - KEY MAP C 051-056 DEMOLITION/UTIL. RELOCATION PLANS -HARMONY ROAD C 057-060 DEMOLITION/UTIL. RELOCATION PLANS - ZIEGLER ROAD C 100-105 EROSION CONTROL & DRAINAGE PLANS C 110-113 STORM SEWER PLAN AND PROFILES C 130 SIGNAGE AND STRIPING PLAN - KEY MAP C 131-137 SIGNAGE AND STRIPING PLAN - HARMONY ROAD C 138-141 SIGNAGE AND STRIPING PLAN - ZIEGLER ROAD C 144-147 SIGNALIZATION PLANS C 150 PAVING PLAN - KEY MAP C 151-155 PAVING PLANS - HARMONY ROAD C 156-158 PAVING PLANS - ZIEGLER ROAD C 160 JOINTING PLAN - HARMONY & ZIEGLER INTERSECTION C 200 PLAN AND PROFILE - KEY MAP C 205 -220 PLAN AND PROFILES - HARMONY ROAD C 225 -234 PLAN AND PROFILES - ZIEGLER ROAD C 290 -293 INTERSECTION DETAILS C 294 DRIVEWAY DETAILS C 306 -318 CROSS SECTIONS - HARMONY ROAD C 322 -331 CROSS SECTIONS - ZIEGLER ROAD C 600 PAVING DETAILS C 601 SIGNAGE AND STRIPING DETAILS C 602 -605 UTILITY / DRAINAGE DETAILS L 1.1 -1-1.5 LANDSCAPE PLANS CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P AN APPROVAL APPROVED: City Engineer C Date CHECKED � BY:-FIQlsir�2 1F.1LLi1"t—aja* j�((�-- ± — lam! WataT & Waste%toUtilit �*t DatA CHECKED BY:CL &� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: ( Traffic Engineer Date CHECKED BY: Date c Sg w E N N rn M ps o NN Eaa S O V n 41 C) Go OD U b f^ O N C N Cj O d7 C� rn ' m C o C o pp, �L°GGo [V r LO g Q E9�Go fn LE �gga5 9 11111H Of) I— Z � Wz 2W Ix O aW �w z Vr Z Ii �U 0 w ---1 ON U to J CD— W_ N ILLI Of pO W �Z t:D o O U� =LLL ti U Permit -Seal Project Number. 187010590 File Name: C-001 Fcv H W W W O m U 13 ti JMB JAM JRG Own. Chkd. Qnn. YY.MM.DD Drawing No. C-001 Revision Sheet 0 1 of 114 ICU 282 1<' v v Q 00 ZW STA: 125+52.64 W 2 OFFSET: 105.87 L [� I ASPHALT REMOVAL TO CONSTRUCT NEW CURB RETURN AND RAMP THIS PROJECT I� 1 1 Ix !/II�E�IIIIII� _�I�I� PADS AT HARMONY i EM 6 STA: 125+53.2� OFFSET: 63.48 L STA: 125+91.73 7,25 EXISTING EDGE OF ASPHALT N ___... __ V. < # # - --_ _.., --- _.-_._. ... - # REM 1 _ 11 ._ 122 - _. - _... A � PROPOSED FLOWLINE S EXISTING EDGE OF ASPHALT T 67 L OFFSET: 64.03 L STA: 125+69.03 F OFFSET:-9 82 L 125+00 F 77, 25 STA: 125+69.03 8.67 L OFFSET: 3.17 R i O EXISTING TREE TO BE REMOVED EXISTING POST TO BE REMOVED/RELOCATED O EXISTING MAILBOX TO BE REMOVED/RELOCATE ® EXISTING WATER VALVE (ADJUST TO GRADE) 6O EXISTING ELECTRIC POLE TO BE REMOVED BY OTHERS (SEE NOTE 1) BY OTHERS EXISTING HYDRANT TO BE REMOVED/RELOCATED < EXISTING ELECTRIC BOX TO BE REMOVED/RELOCATED (OR AS SHOWN) EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) g11 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS � EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) � EXISTING SECTION/SURVEY MONUMENT (ADJUST TO GRADE OR REINSTALL) PLACE) EXISTING WATERLINE (PROTECT IN EXISTING CULVERT (PROTECT IN PLACE) Q EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED BY OTHERS EXISTING CULVERT TO BE ABANDONED � EXISTING FIRE HYDRANT TO BE REMOVED W - W — w Vv EXISTING EDGE OF ASPHALT - HARMONY ROAD �x ,(T ,� ✓ '{ r v x 4" 1{ r X r x-`ZV"'v Vl k dk XX T4' Y K V R �' X 7 — T E E — �- i T _ llq) _ r Z 128+00 129+00 130+00 131+00 O - _ _ -- - - _._-- _ _ _ _- # +32+00 ED STREET LIGHT POLE, TYP r" EXISTING EDGE OF ASPHALT Z 11 - - T T - T E E E — .._ -_ T T =a----a-c G EXISTING ROW IRRIGATION I SECTION LINE A: 132+1.47 FSET: 54.4454.44 E G T--- T- EXISTING EDGE OF ASPHALT T ^♦. Z PROPO 2 NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. - w— CONTRACTOR SHALL CONTACT THE WATER SERVICE OWNER (FRONT RANGE LLC) AND FCLWD PRIOR TO DISCONNECTIO WATER SERVICES ON HARMONY ROAD REM w — PROPOSED EDGE - OF ASPHALT g - -- -- REMOVE EXIST. CULVERTS V K x< e 133+00 OFFSET: 56.51 R T PROPOSED FLOWLINES PROPOSED EDGE FOF ASPHALT i J T n SCALE: 1":500' i �052- -Q3 054� HARMONY ROAD KEY MAP 0 30' 45' 60, 1:30 SAWCUT & REMOVAL OF EXISTING ASPHALT :Ll.1 i t_Li REMOVAL OF EXISTING CONCRETE ..LLLLLLL.L_L. PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ��I`rkY City Engineer ITiT CHECKED BY: OaZh�Y�7 Wa r & Wastewater/ tility D' ate CHECKED BY: &r Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date � S CD in L� N 00 g o E rn CD -� 3 2 0 Ln cD m v U cv N E ov"S V M ui Octo �1*0 O a �'o 0 .0 NOOK,' � 0! rnrn o gg��o� H C coo ai o a yy rn N 00 H 3 v9o0�3 rs$ ---a o�Bo• � O p � C p 0 yu [N 0 w o O I� Ig I� rn F- Z W 2W Z > W- (- a- O W �w o� ZUr J J z — tYU W J W g J O U Of U) W W_ N LLJ U OWO OWw z O� o 9 ti o �� U W U) 2 �O 2 Z o (-5 LL ii a� U Permit -Seal Project Number: 187010590 File Name: C-053 Fdp 8 0 .y CC z 2 < J U) �z Zg C'5 d Z Z O� < OV O d JMB JAM TW own. Chkd. Dsan. YY.MM.DD Drawing No. C-053 Revision Sheet 0 10 of 11 * 4932 4930 4928 4928 4932 49M 4928 4926 4932 4930 4928 4926 17+50 49M -- -- -- - 49M - 4928 4928 O O Tr O O O 75 -60 -40 -20 0 20 40 60 80 17+00 m Ig 1— ME IN1I NEMliii■1 I ill. I. ■■E' loll -75 -60 AO -20 0 20 40 60 75 16+50 -75 -60 -40 -20 0 20 40 60 75 ORIOIIML sFw - AV" 8 4932 4930 4928 4926 4924 18+50 i®i:EME11110111111111 �� i�■0 .1 � I � ■ ■�■ n ■■ � IN ME Elm IS IS Jill IS ME IS I IS ME =■�I�:■I �I �N■� M�tl•� �■I IMIl� ■ISE lm==IMMMION■■■Il11=iM N■I■�11■II M■ L .75 -60 40 -20 0 20 40 60 80 90 18+00 4932 49M 49M 4930 4928 4928 4926 4926 4924 4932 4930 4928 4926 -75 -60 -40 -20 0 20 40 60 80 90 49M 49M 49M 4928 4928 4928 4928 4924 4924 19+50 ON m m GR NUE Y THEIRS ------------- ------------- All 3 LL m LL LL -75 -60 40 -20 0 20 40 60 80 90 19+00 4932 49M 49M 4928 4928 4926 4926 4924 4924 n ad v a v my - 2 %� - U l / i 3 )an - m LL LL -75 -60 -40 .20 0 20 40 60 80 90 NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 1:20H 20' — Q. 1:5VI�t7�r� 0 5' 7.5' 10, CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4930 4928 4928 4924 49M 4928 4928 4924 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer D e CHECKED BY: MA Water &Wastee a rr utility Date CHECKED BY:�(j�'a w 1 OKidL 6--ZW Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date fn y N A N � j to v 0U N C- � O 3 w O4'W U C N O o$ i a 000 M �y O� N IR C O :r E�yp a �g�LOy I� H Z Jlr w Mw Z 00 W J d w W Z J� Z wg W U J 0 U(0 N J (9 w� J — w Of LL w p Ca >- Z O 0 e O O UCrIx d N 2wr I10 U Permit -Seal A 00 O (~j ww U UO w� F4 U 3 4 AL Project Number. 187010590 File Name: C-323 Fcs MCS own. Chkd. 76pan. YY.MM.DD Drawing No. C-323 Revision Sheet 0 100 of 1 yif# C — 1 282 20+50 -75 -60 40 -20 0 20 40 60 80 90 20+00 49M 1 49" 49M ..� i� 4924 M 1 I 6 N — I ,I -75 -60 40 -20 0 I 1 I � M I I g / ho oM� o� a7 N i v? �m CN 6l$ � N i� ORIGINV- SHEET - MM D Tr 20 40 60 80 90 AIM 492E 492E 492E 492E 4924 4924 21+50 SEE INTERSECTION DETAIL -90 -80 -60 40 -20 0 20 40 60 75 21 +00 SEE INTERSECTION DETAIL 4930 49M 4928 492E 492E 492E 4924 4924 -75 -60 40 -20 0 I 1 I � M I I g / ho oM� o� a7 N i v? �m CN 6l$ � N i� ORIGINV- SHEET - MM D Tr 20 40 60 80 90 AIM 492E 492E 492E 492E 4924 4924 21+50 SEE INTERSECTION DETAIL -90 -80 -60 40 -20 0 20 40 60 75 21 +00 SEE INTERSECTION DETAIL 4930 49M 4928 492E 492E 492E 4924 4924 - - r N N N O 2.74 I HIM fl T - .3I LLAL A 75 -60 40 -20 0 20 40 60 75 49M JIM 492E 4924 FRONT RANGE VILLAGE GRADING BY OTHERS 4930 492E 492E 492E 492E 4924 4924 492E 4926 4924 MEN ■■■■■■■■� _■■■. 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OCR g 9 1605 b 492E a •° 492E ^ 4924 �O I1 Y-f/I +viO IIIIIlit NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 1:20H0 20' W.40' ■� 1:5V 0 5' 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED: , City Engineer D t CHECKED BY: MA Water & ING tee� atteer Utility Date CHECKED BY: �� eL�4Kl4Z 6"1-07 Stormwoter Utility Date CHECKED li Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date lF-cf) Z Jlr wz >a 00 aw �w b 0 Z J Z J _Q7 J O U ww N Q) w 06Z — > w LLO ILL 1­ >-q� Z o� o U - �_it U co w-o 2 r LL Li U Permit -Seal Project Number. 187010590 File Name: C-324 Fce MCS Dwn. Chkd. Dean, YY.MM.DD Drawing No. C-324 I!, I C O A2 of 4 Revision Sheet 0 1 101 of 110* V _ • 282 -rt A m N FRONT VILLAGE BY OT !S V I j 1 23+50 -75 -60 -40 -20 0 20 40 60 75 23+00 49M 4930 4926 4926 4926 4926 4924 4924 J tp � n, I 0p r pp - ! N FRONT R v e VILLAGE GR WD BY OTHERS 4930 - -- - -- �_ _.. -- - -- - -- --- 4926 - __ - - - 4926 -2 1% - 4_. 4924 4922 --- -- — -- - - -- - - - - -- - - I - - - - its: 0 - - B -90 -80 -60 -40 -20 24+50 ■■ '■ I. ■■■� ■■ ■■�i■■pmMM■■■ ■ ■1■■■1F1111 ■I■■I I ■■ ■ ■■■■1 ■1■■■1■1 I ■■■■111EI■■■1l■■■I ■1 -I�■1■■I■■,i■� ■I■■I■■N1■ MM■■1'IM;■■■1M1■■I ■I Elm M I .. I Ali■1■■1■■ ■ ■■ ■. ..ii■i■■i 1■ ■■■■EII■I■■■1 ■.■I I 11111111■■I■■�1■ ■■■1.■1■■■1�.. I I Il■I■■I■■ ■■■■■1.■1 ■■1MEN .. 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I■■i■■■■■Ni ■ II■■■■■ipi ��j1�lE_■1�1�■�E����u�l'���_■!� II I■■E I�■� ■1■E1N■■ '■■■ ■III ■I■Mil■■ ■■1■ol■■■■�■I I■I■■ .1l1.1■■ ■■■■ ■ ■■I■E1 ■■ IN ■■III ■■ �I�■�■ ■1■i:■m■■1■.1■1 ■■ ■ ■■■■ I IM■ ■I■■��■■■■�■■■i■�1■■1■■■ I P, I... ®I■■I�■■■■ ■■I■AI■M3■■■ I .I -1 i� 1�11111111111111111�1111111111111111111111111111111111' -11111111111111111u111111111o1111111111mo11111111111111111111 FRONT VILLAGE BY 0' 49M 4926 49M 4924 FROF VILLAG BY 49M 4928 49M 4924 25+50 RAN - — RiERS 4926 2.2 49M 49244[*t U w 1CT . % r A 10� CO% y U tYi LL 00 0 — -90 -80 -60 -40 -20 0 20 40 60 75 25+00 ■■■-4 ■!m�■■■■■■I■■■■ . ■ I■i�lw ■■ 4I I■ ..■ .. ■■■■■M� ■■■■■ ■ I■■1 -I M IMMMMMM1■MM■ M ■■I� M I■��■■II Jim ■■■ I I■■1■■■1■■■■■i1 ■■■■1■■■I■■I M■ OEM I 1 ■ ■■�1■■■I■■I■I�■■ ■/■v I =IM■1■M■I■■M■■ I_■■I■■■IMEMMEN1_ ■ . 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City of Fort Collins, Colorado UTILITY PLAN.APPIRDVAL APPROVED: City Engineer Date CHECKED BY: WA Water & Waste t Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date wZ w Lu 00 caw C 60 W Z J J Z — it W J g U W W W_ N — > Li CD LLO pw 0 >_ Z O o _ of U U) a' 2 O 0 ILL I1° U Permit -Seal 9 Project Number. 187010590 File Name: C-325 Fcs MCS Dwn. OW DsanMM.Do Drawing No. C-325 Revision Sheet 0 102 of 11941 C - 1 282 .-Tr N co N C.% 4928 4926 4924 4922 26+50 N g i N U41 aj 40 + 3 3 LL LL -90 -80 -60 -40 -20 0 20 40 60 80 90 26+00 FRONT RAN( VILLAGE GRAE BY OTHER! 4 4 4 N M N" m 8 __-LL. - ey __ -- -. •—_ -.. F - __ _. aml _ _ - e O 96 -2, % O J J W yF 47 W yy W yr [-1 N N N J-:1 U O O �t� -t 0511 ��L� -90 -80 -60 40 -20 0 20 40 60 60 49M49M 4928 492E 492E 4924 4924 4922 49W 49M 492E 4926 492E 4924 4924 4922 27+50 SEE INTERSECTION DETAIL -75 -60 -40 -20 0 20 40 60 75 27+00 I fin 4M 4928 4928 4924 -75 -60 40 -20 0 20 40 60 80 90 49M 4928 4926 4924 m - n e6 �._ _ ac r ac v� _. U63. f- -4 LL N a) U IJL � -90 -80 -60 40 -20 0 20 40 60 75 28+00 AE BY 0 ER! 49M 4928 493a 492E 492E 4924 4926 4922 4924 -90 -80 -60 40 -20 0 20 40 60 75 NOTE: SEE SHEET 322 49M 49M 4928 4924 49M 492E 492E 4924 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 1:2OH�■■■■� 1:5v1 ■ ■ rr■ t 0 5- 7.5' 10* CALL UTILITY NOTIRCAT1ON CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL ` APPROVED: City Engineer \ 1 Dafe, CHECKED BY: 91k Water & Wastewater Utility Date CHECKED BY: '6—ym Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date r Z wZ 02w W O aLu �w Z J Q Z do Of0 W w g J ON UU) J O w� J — w ofw LL Q O � Z Z o U Ow �Of OH IY O U _ U in = r LL Li U Permft-Seal k W 9 A2 .j of Z 00 O U ofw it (n WO m IV U U Kt Q� :v 774 Project Number: 187010590 File Name: C-326 Fcs Mc5 own. Chkd. 7Wm YY.MM.DD Drawing No. C-326 Revision Sheet 0 103 of 11Y' C - 1 282 N 00 (V 4930 4928 4928 4924 NO CROSS SECTIONS FROM STA 30+00 TO STA 32+00 29+50 6 -- 8 - - - DI - - U m u, -90 -80 -60 -40 -20 0 20 40 60 75 29+00 I S 49M 4928 4928 4924 i a n I i €� I M V� z o� tb N fV !U� � a v e a v a a L7 - w 3 i r _ v - N N - - U O ¢ g -90 -80 -60 40 -20 0 4928 4926 4924 49M 4928 4926 4928 4924 4926 4924 20 40 60 75 4928 4928 4928 4928 4924 33+50 o -- - CR 56 ) $ +.... b - r KN m LL ul -75 -60 40 -20 0 20 40 6062 33+00 32+50 4928 4926 4924 4928 4928 4924 -75 -60 40 -20 0 20 40 60 75 4928 4928 4928 4928 4924 4922 NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 34+50 -75 -60 -40 -20 0 20 40 6062 34+00 4928 4928 4924 4922 WE 111111 -75 -60 40 -20 0 4928 4926 4924 4922 20 40 6062 1:20H0 20' 'W 40 1:5V 0 5' 7.5' 10' 4928 4926 4924 CALL UTILITY NOTIFICATION CENTER OF COLORADO 4Wn 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY. APP OVAL , APPROVED: City rngineer D t CHECKED BY: MAL Water & Wastewater Utility Date CHECKED BY- dYL-OJ Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date G C01 ) di Is C M t. fE2 E 2 0 rn 10 '0 C d U O£li N N V M of t C N 0 O Yl Fn O 0 C (A) p� N i; ; B N u000 .61 w �gEs�s $N �17,�,. yy FFyy, • S i CO F— Z W 2W Z ct Q W W ,,^^ v/ Z J Z do W V J O UU5 N J (5 W_> N J — LLJ W O W O >- L L ILL �i }O}d• h F— f'O () U U) I r LLi ti U Permit -Seal Project Number. 187010590 File Name: C-327 Fcs A DO O 0 ofW CO Cn 00 W Imo' mNU MCS Dwn. Chkd. Dean. W.MM.DD Drawing No. C-327 Revision Sheet 0 104 of 1 %4-* C - 1 282 ORWK SHEET - ARCH 0 35+50 -73 -60 40 -20 0 II 35+00 4926 4926 .� 4924 .' �1 4922 I a N n Ii I € E$ � � •oE-o O 20 40 6062 � N - Ul- - — - ---- - -- (3. 5 ---- $4 -- I - LL n ?, -75 -60 40 -20 �m i4 o � 6l$ g N i� DRILM SHEET - MlCH D 0 20 40 4928 4926 4926 4924 4924 4922 4922 6062 36+50 Ell J] -75 -60 40 -20 0 20 40 6062 36+00 49n 49n 4926 4924 4924 4922 4922 -75 -60 40 -20 0 20 40 4926 4924 4922 6052 4926 4924 4922 NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS NO CROSS SECTIONS FROM STA 37+00 TO 50+00 1:20H0 M. 30. 401 1 5V0 5' 7.5' 10, CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APP OVAL APPROVED: City Engineer D e CHECKED BY: NA. Water & Wastewa er Utility Date CHECKED BY tnTW Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U� � d R E 05 K) :3 20 M v U 04 04 S U r �Noo �' °�. ' v l go, c i'sg'>i C N EE c�6 a r to Irlo i cn cOv u- 000 BoNg � s p}' e � T� • . vE20 K yE€$ C° o to o f G C 7 7 I16 CO Z z w Z >a WO aw �w Z� J Z o� �0 wg w J O UU) N J (� w� J — w ofw LL 0 Z o U e�Lu w O a0 U a U 2 LL ii U Permit -Seal Z 0: Z 00 OU W w U) w fn 00 LLI N U H Project Number: 187010590 File Name: C-328 Re MCS DwW Qkd�n. YY MM.DoYY MM.Do Drawing No. C-328 Revision Sheet 0 105 of 11,1 # C- 1 282 N 00 (V iE 4928 4926 4924 ' 4928 .� 4926 i iI 4924 I I e 51 +50 4928 4928 4926 4926 4924 4924 4922 8 -60 40 -20 0 20 40 60 65 50+50 1 4930 I 4928 ;) 4926 a I i im IF o o� m i� of fV CCC n 53+00 1 i - ai N LL 4928 4926 4924 4922 -65 -60 40 -20 0 20 40 60 75 52+50 4928 4928 4926 4926 4924 4924 4922 7-7-- -._1_1 -65 -60 40 -20 0 20 40 60 75 52+00 49M 4928 4928 4926 4926 4924 g -60 40 -20 0 20 40 6063 i� OROWtI SHEET - WH 0 -- -- ----- -- --- — 5 - O — r 1 1 1 1 1 i i - N of N LL -60 40 -20 0 20 40 60 74 4926 4924 4922 4928 4926 4926 4924 4924 4922 4922 4928 4926 4924 54+50 P14 11-1, ?5 1 - 0 - o J LL m -65 -60 40 -20 0 20 40 60 73 54+00 SEE INTERSECTION DETAIL -7 4926 4924 4922 -60 40 -20 0 20 40 60 53+50 4926 4924 49U — N _ — 0 T -- 1 J 1 U J NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 4926 4924 4922 -75 -60 40 -20 0 20 40 60 75 4926 4924 4922 1:20H0 20' W. 40' 1:5V0 5' 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer D to CHECKED BY: ►.SAC Water & Wastewater Utility Date CHECKED BY:A$a9, 40" �17 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date P Z W Lu Z 0 W 0 aW �w Z J V, Z J W O U� _ N (3 WW J — Ofw LL 0 06Z >- o < U Ir (Y 0 � N O U Ucr1 A? 2LL LIL U Permit -Seal �i 0 i AI 00 O 0 WW (� O W� (DNU 33774 Project Number. 187010590 File Name: C-329 Fcs MCS Dwn. Chkd�n• YY.MM.DDYY.MM.DD Drawing No. C-329 Revision Sheet 0 106 of 11fft C - 1 282 N N 56+00 f� b ') V 4924 4922 i 4920 I -60 40 -20 0 20 40 60 75 6 55+50 I 4926 4924 4922 4920 :S J r 6 -60 -40 -20 0 20 40 60 75 55+00 I o v cr 49M - - -- .— 1.71 0) 24 -- 4924 - - -- - -- - , --- - - - - 4922 - - — - - - - -- o At I _ W 0 �$ _ N j -65 -60 -40 -20 0 20 40 60 72 GRIM SWEt - ARCH D 4924 4924 4922 4922 4920 4920 4926 4924 4924 4922 4922 49M 4920 57+50 -60 -40 -20 0 20 40 60 75 57+00 - N - -C 9- — - -- -- -- --� - -- -- -- -_ -2. % - - - 4924 4922 49M -6wo -410 -20 0 20 40 60 75 56+50 4926 4924 4924 4922 4922 49M -60 -40 -20 0 20 40 60 75 4924 4922 4920 4924 4922 49M 4924 4922 4920 4918 59+00 4924 4922 4920 4918 -00 40 -20 0 20 40 60 75 58+50 � SI 4924 4922 4920 4918 -75 -60 -40 -20 0 20 40 60 75 58+00 4924 4922 4920 4918 -60 AO -20 0 20 40 60 75 4924 4922 4920 4918 _. �.. NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 4924 4922 4920 4918 1:20H 20' . 1:5V 1 ■ MA% 0 — 1 0 5' 7.5' 10, CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P N PPR VAL APPROVED: if Ae City Engineer V D CHECKED BY: JA Water &gqWasteew ter Utility Date CHECKED BY:,e41 - E[C&- -f -07 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date cn �d E rn n O g O�� N N U£ O N p (N 0! Ui N C> l� GC0 ,T x lei ; Vol y$vyyyg o. �gBs � S CIA. pp l°o o Fb Vn o 'r 1� z W Z 2W >a WO aW w 6 0 ZQ wg W J Z J O UU) IV (D u1� .I — it 06 W O0 Z o LL L) O C ff it w w O c) U cn 2 LL r Ii a> U Permit -Seal r J I, Project Number. 187010590 File Nome: C-330 Fcs MCS Dwn. Chkd. Deon. YY.MM.DD Drawing No. C-330 Revision Sheet 0 107 of 11;1,� C - 1 282 CV r� V e a I� m 0 oa n °0 a i� t �' V t`/ 8 m N N � "t 4922 4920 4918 60+00 -60 -40 -20 0 20 40 60 75 59+50 4924 4922 4920 4918 EO -40 -20 0 20 40 60 75 ORIGRLIL SWU - ARCH D 4922 49M 4918 4924 4922 4922 4920 4920 4918 4918 -40 -20 60+50 0 20 40 60 75 4922 4920 4918 NOTE: SEE SHEET 322 FOR TYPICAL SECTION NOTES AND ABBREVIATIONS 1:20H % 20' W. 'W. 1:5V 0 5' 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PL N APPRQVAL APPROVED: City Engineer Dote CHECKED BY: Wateer& Wastewater Utility Date CHECKED BY:atpw 4r—j" Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Z W Z 00 aw a- �w ZC7 J �U W W g J O U Z Pl — F/5 J (� W J — > Ofw LL 0 06Z i W o � U ILL O F— W W Z O� 2 of y Z U O o U d co M Ix u- Li U Permit -Seal Project Number: 187010590 File Name: C-331 Fcs l W 00 � w CIf (/) W (n W FV C ) 9 MCS ownDwn. Chkd�an. YY.MM.DDYY.MM.DD Drawing No. C-331 Revision Sheet 0 108 of 11YZ� C - 1 2 62 cV00 Offt N sag t` N >Ii 1 1/2'R. 4 1/2' F 2 R. Gutter edge may be .,.♦ tapered or battered. (Typical for all Cum & rO •' •k •• •. .5 & Gutter Types) / �. ' • .. VERTICAL 2' 'R 0.5' 3.63" J. 4 1...4• �..17- '.w. 4• ..� ROLL-OVER (LOVELAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION I REVISION N0: 1 DRAWING URBAN AREA DRAWINGS DATE: 03/O1 02 701 STREET STANDARDS / CURB,GUTTER AND WALK THICKENED ASPHALT CROSSPAN P.C. E1ICL/L•L!-Jy�U[L1�JJ[11�L/1J P.C. THICKENED / ASPHALT ASPHALT PAVING DETAIL (CROSSPAN) LARIMER COUNTY CONSTRUCTION REVISION N0: 1 DRAWING URBAN AREA DRAWINGS DATE: 03/O1 02 7I0 STREET STANDARDS / 1 OUT FALL CURB & GUTTER 8 6" 4' I/8' TO 1/4"R. 1 1�" 1 /8' TO 114-R. 1 1/2"R. 1"R I•t 1l4" 7 1"3 114" ' °..�,'. 1 112' 3 PHALT OR 3 v2' 3• * 6' wlconcrete pavement * 8" w/concrete pavement NCRETE PAVEMENT 8" w/asphalt 8"w/asphah I RRIER CURB KEY OR EPDXY MOUNTABLE CU EY WAY OR EPDXY (SE N B) (SECTI ) I•-6' 6' 6" F—F 1 114" PAVEMENT 6" RIER CURB 6" MOUNTAB Bottom d curb b no less than on Ile compacted subgrede of the MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS DATE: On n1/02 703 STREET STANDARDS 4 ' 4 ___r_�'J NOTE: Comlmd rMlewRlh Mw kanN M to MIIerNRlr ' 4 . • lyd AI AV, swrhq on aRb. ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL ' R 1A" 114LA SB THICKN S �♦ ° • 4 ' • • ! WEAKENED PLANE JOINT t' rIYM ffJ:J sre-Expwlslan .bFR malWdM �7 A R1/1' 1/♦.J - AA a- • • 172' • , INSTALL WHEN POURING ADJACENT TO VAULTS OR OTHER EXISTING STRIICTIIRES. EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING Ill URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/02/01 1802 6" 1 1/2"R. 4 tl2" t ?R. 4 �, 6Gutter edge may be •. ,a •, • �• :: • . iv : tapered or battered. .. '.. + ••:. • : •. +. .. , . .. '. • i , (Typical for all Curb �lL.AA. ••; •'••'.•• .. .!' .•�;'.• ..'j .. 'S .:,., .•.i' ;•, .� ro & Gutter Types) e 6'CONCRETE GUTTER «n NOTE: FOR USE ON PORTIONS OF ZIEGLER ROAD Splash Guard See Notes 1 & 2. Lands"Ong t' Radius 9. 1r Pavement 7(nsrl.) See Note 3 1 1•" for landscaping I r• '• oulfatl Cum and Gutter CorrlPacled Subgrade (Typical) 1•-9' 1'-9' NOTES: 1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed aggregate as required by the Local Entity. 2. Use 10' Idm spacing on the Splash Guard concrete (match C&G )dots). 3. Fm the portions of medians whew Ile landscape area is less than 2' wide, the landscape area shall be paved in concrete (same material as the Splash Guard) 4. Any median trees shall be trimmed so the minimum branch height is 8' above the gutter. 5. A drainage system may be required Whenever an Irrigation system Is proposed within the media^. 4 c� 12 e U STANDARD DETAILS FOR RAISED MEDIAN LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 09/11/00 704 ARTERIAL ID J Q IY 1a s• ILL! (min.) Q 16' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Comer Radius 235' Line ARTERIAL I COLLECTOR DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY REVISION NO: DRAWING URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS DATE: 08/07/00 1604 Z� s' 1 1/2"R. 41 2R. . T • : • : . rD i.;a• :.r,. I. j+..4., .. 2' VERTICAL CURB (OUTFALL) "001- 'May (line X = Curb Transition Length W oi/ Y =Parkway Width in Type I Approach W = Driveway Width (Sae Drawing 707) t - Concrete Thickness - minimum 6" D ttaCt` Type I = With Detached Sidewalk r Type II = With Attached Sidewalk V �. �j+� Refer to Chapter 48 for minimum removal dimensions - PERSPECTIVE W=Wdth Ramp a necessary A Right of Way INN, B Dat Sidewalk mea. I •V W w J• _ I W W J• J N � W W W I N , Aleched T 1:12 muc. 1:12 max. 1-1- d wd FL Q T A B Lip TYPE I X=3•-0' Drtvewsy Width Varies x=s a TYPE 11 NOTE: 1. Concrete driveway must be provided to the property line. Expensbn ON" I drive continues as concrete WALK .. g SECTION B-B) J N.T.S. WALK V S OPE PER FT. .112 Rita. WALK SECTION A -A N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 706 I ' I w I W Ig W J W =rE 7 I I I 12' "77 1.r 0, 1 w {{{OOOS�ppp % o DECORATIVE CONC. CROSSWALK (PATTERNED/COLORED CONC.) LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 11/08/00 I610 4'd 2' AII ---r 6 X 6- W 14 X W 14 PROVIDE CONTROL JOINTS C 10' INTERVALS 4' CONCRETE TRICKLE PAN On> C ZrcZ O~ I uo Q. Do Do 7� Z CIL o I g I 1- Q o ME! w I I =U JZ W ZDID cc I �O J� Z so I � d g V a Q IY a 00 mw z> J= •� 0 LLO U a aD r N �IUD W y N W Z O J o Z v v z a F « « m iD of U 0 UJ < m J W V s LL 0 Q ro n � Q L U J U Q K W 0 V Q 2 R' U of w 3 O 3 z m s _ �o Al \ I 6o O r it U V J UZ J L) I CWL OU O Q Q FON VM V a d O < + oEM O Z w 7 + U U N Z U = Z W Z ILL! W W J ON FD E p '• InN 90 U) of 0 W U 3 I rZ"avi m "•. WXovi ?w aW KF� JQ KFoDo " owl Jax ? W UJ I I iQ� F IHI m a e Z « STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION N0: I DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 708 5/8 IN. X 2 FT. 6 IN, X 4 FT, 6 IN. RAISED PATTEREN NON-SKID GALV. STEEL PLATE (AASHTO M-111)� SEE DETAIL XX 11 .II\ xxxll' If II PLACE FIRST SCREW Ix x III EDGE OF If x x x X PLATENT 11x xxx 11 B A PLAN VIEW SLOPE PLATE TO MATCH 4 FT. 6 IN. SIDEWALK N.6 IN. 4 FT. 0 IN. 2 IN.-]_ L2'. FLOWLINE (AS SHOWN ON PLANS J SECTION A -A 3 IN. 2 FT. 0 IN. 3 IN. n v . a 41N. 4 5 (° °° 8 IN. 1/+IN ^' ae ° l a IIIL a p ° a 61N. MIN. ° A^ 71/2 IN. :1 SLOPE 3 FT, 0 IN. 21 SLDPE 5 FT, 6 IN. SECTION B-B s/e N 5/5GALnEIZEp 3/9 N. WASS SCREW-ts N. D.c. W/ CWMERSUNK HEAD FLUSH PLATE W/ LAM GENERAL NOTES: J i0/8 N. DALVANIMD ANCAE 1. WHEN ME CURB IS SEPERATED FROM THE SIDEWALK THE STEEL PLATE SHALL BE PLACED ON THE SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN. No y RESAR THICK WALL ON EACH SIDE) CONTINUED INTO THE ANCHOR-Ia IN. O.C. CURB AND GUTTER. DETAIL 'A' METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL DATE: 12/12/00 I® uTILITIEs CONSTRUCTION DETAILS D-10 DRAWN BY: NBJ dh d nn Cower City of Fort Collins, Colorado UTILITY PLAN APP VAL APPROVED: ��he City Engineer D CHECKED BY: Water & Wastewater Util'ty Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date �Q CI N N 11D 'b $ to v U (V N E o 0 c d 00 o O M VI O d rD o U 01 01 C N 04 rn �Tx90 X39 Co U) N lOi Do H lei 3 � a 0 C S O$y e zs$ CT OO l t I 002OO cs =Bs1s n 1 soil D q O a Y A o E E o o J � o�7 0 S a Cn Z W 2W Z Of a� �w '^ V / Z (> 0 LU �Ir AJ J J ON U Z &5 W J (D— W_ J > III 00 LL W N �Z LLJ U' o � ILL� 0 LU Z 0 I— —5; 0 U 0 U N U) _ 0 L LL U Permit -Seal C 0 N J i— W .LL 0 ''AA V) I— J LU LU LU F=- RE% $. C2 Project Number: 187010590 File Name1C-600 Fdt JYB JAY JRG Dwn. Cltkd. Dam. YY.MM.DD Drawing No. C-600 Revision Sheet 0 109 of 11l ORIGIWL SHEET - ARCH D cx N < EXISTING GUY WIRE TO BE REMOVED/RELOCATED 6O EXISTING ELECTRIC POLE TO BE REMOVED BY OTHERS (SEE NOTE 1) < EXISTING WATER METER TO BE REMOVED < EXISTING TRAFFIC SIGNAL TO BE REMOVED AND SALVAGED O9 EXISTING ELECTRIC BOX TO BE REMOVED BY OTHERS 11 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) EXISTING EDGE OF ASPHALT �— —CONC IRRIG DITCH -- -- _ TO BE REMOVED — —__ SIGN`_ — EXISTING DITCH EASEMENT SEE NOTE 3 PIP _.._ 0 EXISTING WATERLINE (PROTECT IN PLACE) EXISTING CULVERT (PROTECT IN PLACE) EXISTING CULVERT TO BE ABANDONED EXISTING POST TO BE REMOVED/RELOCATED ® EXISTING WATER VALVE (ADJUST TO GRADE) 0EXISTING CONCRETE TO BE REMOVED <1 EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) EXISTING CATV PEDESTAL TO BE REMOVED/RELOCATED EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) FRONT RANGE NEW FRV ROW VILLAGE -x---` ;._ ..x._--k1 wit �.z,ztn' z' c W .1 t x' Y x x' x Y/ � W y r �`Yxxx✓x,, IRRIGATION . XY HARMONY ROADx�cuLVERT r �' X XX k.�_��'"v_ k x (;'x�wx. <x Vyx .� �k ` :i Xl iZ�.c'�,. �"�. �>-G�L�L` /`_> 'r �"' .emu �L�L X yy .��.% LA F 142+00 14+00 — T - - -. _ - -- G _ ORM4 SHEEP - ARCH D REMOVE ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) 0 EXISTING SECTION/SURVEY MONUMENT (ADJUST TO GRADE OR REINSTALL) ® EXISTING ELECTRIC POLE (PROTECT IN PLACE) Q EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED BY OTHERS W — IRRIGATION CULVERT SECTION LINE 144+00 _ _ _ 145+00 - T - EXISTING EDGE + EXISTING EDGE OF DITCH TO `O OF DITCH TO REMAIN REMAIN - - � W_ NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. —EXISTING EDGE OF ASPHALT 1 - W O 7 L CONTRACT�QJR SHALL E W CONTACT THE WATER W SERVICE OWNER (FRONT STA: 148+2.12 RANGE LLC) AND FCLWD OFFSET: 75.59 L — - - — — — -- —PRIOR ­TG DISCONNECTION OF WATER SERVICES ON HARMONY_ ROAD PROPOSED FLOWLINE — — EXISTING EDGE OF ASPHALT 146+00 147+00 148+00 p� STA: 146+9 ..93 OFFSET: 15.46 R T T � T —E E— E E T I EXISTING ROW i KEY MAP 1\ 0 30, 45' 60, 1:30 X' y_ SAWCUT & REMOVAL OF EXISTING ASPHALT i LLi, REMOVAL OF EXISTING CONCRETE PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS — LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: �L71L7 City Engineer � Date , CHECKED BY: �,���(� .� Wa & Wostewatef)Utility D"5f' o- � / CHECKED BY: /IAA Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date s fJ y xx CA V1 U> N 00 Sc C � N (0 `o pp w - S 7 = o Ln � n y U N N E w ova c O 00 00 0 0 O N O 0 t �N N oo 'o ° 0)M C N U N vi �agxer ppO� cv c N L� 00 ? V. BvN e C V. Fo0ow b Eli moo$ aR 4e4 - Y n$� sgg �S� V C a�Y N g Y W Y FEEF V O N O F' I� I Cl) �-� W 2W Z 00 aw W CO Z 0 Of W 0 W -J-t J O U 11 (D Lu — W Ofw LL 0 06Z o U LL O o I— W 0' 0 0' C Z v O U N 2 r LL li U Permit -Seal 6�ZL(o Project Number: 187010590 File Name: C-054 Fdp K I 0 U) �Z Z3g OZ5 d zZ 0� Q OU O 2 J a� H JMB JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-054 Revision Sheet 0 11 of 11j/f C - 1 28 2 M 4 Vessel, I V SPEED J LIMIT L_ 24"x30" Sign with (2) Cross section of post TL-3806 Drive Rivets 50 2'-4" (MIN) 9 2' Post (20F 12) R 12 Gauge 1'-a" 4'-0" MIN 3' 3" M Street Curb h 2 114" Anchor r (22F12A31) See Figure 16-1 NOTES: 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. 3. Signs larger than 36 Inches in length or width require wind bracing and special post design. 4. Sleeve and post are square steel tube (perforated). 5. All "No Parking" signs shall be installed at 45" from Flow Line. CRITERIA FOR SINGLE POST r� Max. Si n Panel Base Sk'eve " Post Size 36" x 36" 2.25' X 2.25' x 3'-0' 2' x 2" X 10'-0' SIGN POST LARIMER COUNTY CONSTRUCTION REVISION NO: URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 Flow Line Curb 4" White Line �IJ 6' 20' 4' 000 20' —1 2' �— R7-9a MUTCD Designation COLOR SCHEDULE LEGEND, CIRCLE DIAGONAL, BORDER RED BACKGROUND WHITE "P" "ARROW" BIKE LANE" BLACK r� NO PARKING SIGN DETAIL DRA1fING LAURBA COUNTY CONSTRUCTION REVISION NO: 1 URBAN AREA DRAWINGS 1401 STREET STANDARDS DATE: 03/01/02 TYPICAL BICYCLE LANE PAVEMENT MARKINGS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA NSTRDRAWCTI STREET STANDARDS GS DATE: 03/01/02 1406 IT O EXISTING CROSSPAN STOP BAR SPECIFIED I NI �I Ip P 14. 5'PIONdee FL m slop dar CROSSWALK MARKINGS Wnee Sloe ax (1.S x Lensm) f I M1. ,oaRerx fib NO CROSSPAN SI STOP BAR SPECIflEO M-M f Is X 4)4,i"1'w dmignxxialIa naeweya wnne pe.en�en nWhnxpw (mind oxm .a mwllne and ,sled on eke ante. NOWS, ContherXtal bars (9' X L" No crosspon -- shalt be positbne(1 'I I along prof tteo floslhe. N Crosssppnnn ezlts (M stop bar) -- shall Match the edge of the pan Crosspon exits (stop bar spedfled) — I shall be poslibned atorlp projected floeihe overtopping 4' of crossper. Conthentat m walk bsrs seaU be Ploced centered on each lone lM a In the center of each lane. (Lanes s• III r less shall rat receive a lose \ centered h the tore.) loth wtsldr Crthental tars shall b< centered al the cvb G gutter Shen passbte. d""arwl,mi.,. I '` O �x W e 5' wwapen elM1b, een b O Z W metal W edge ro 13' doln U proje lee v rqe. z i Eacaplbn: Tie da"raaan dine lM a. smi INnknab q to aT nxI AIia llit dnxl(inns)ehip I"ewnablaMes ClnAnnlel proeeeak dsn wh.n n cloy S.r.Xbla Xe atop ar k ePodXee Ma atrlpFp engl terrnlnele q rle eKp dr. STANDARD PAVEMENT MARKINGS DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 URBAN AREA DRAWINGS1402 STREET STANDARDS DATE: 03/01/02 3r-7. 20' 12' #330248 #330247 #330149 NEW FHWA ARROWS (ELONGATED) LARIMER COUNTY CONSTRUCTION REVISION N0: 1 DRAWINGURBAN AREA DRAWINGSSTREET STANDARDS DATE: 02/28/02 1420 DRAWING 1403 I I I I O e r W C �m 4) m C N W J � as � W > W Z �g o �Q `L`�l� I I ��19 U � W F— J I ; 12' a m 1 1 INTERSECTION � a �3 �o M �o L �i en o �OU2 Eu$ mrniD° a I- `o p) (n O C L O U Z CM U ENHANCED ASPH. CROSSWALK (PATTERNED/COLORED ASPH.) LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 11/07/00 1611 In Sdi9S9WAlX MVMMG9' M EnpneMriY andY aM,N be rqullee MMs wea(7xeellF ,)imh mpa q.IrelelM In buM„e.way Igmpalllc aYygb w e1Po alpha. Contlner,M cmaawtlk deneF4W-ke.1 NII be getee eEjacentb X" prplecbellgNryla dub,q ro sa,gry �maaPon A eer.nen ee plewe ceme,en on seen lane uPo em m Me mmx dean lane. Lnls 5' MJe o, lode atilt m1,xMy a nor cenbrep m nn lens. n le ImFor1en11nettM m"Fl,pa en m allpnmerX wnn Ins eccav nmy / aleevelhe. zxlz J� vmiedee FI"MMe (FL) 55' (mM) 4 SIRTM: 1P sTw uNEs: All Lonple,dnq Qmel aegkp peX Plxa abp Ilns 1 NC IaM bmX,wb q Me rnnnnabl cmem,gh e.re M"n inPo,lenX a IMh;ge me [eq Me ewmaFeem dxe lens Mlkn benlne "M1 cn Mllaea en leaull�'"ee m anell brm neh el Me wNlqum nagop Ilne le'n gets uPoeeem gnppingeMll abp tenpin oxen en meM e,IMebi- lemnnele el tlro qop Ilne IL (Laden"n �InoIld a Po�n t I� 4�eet v^ep Linp cmuwealnnne a�e"waamgkee 5' NTXe cNae"elk tlN qW I ne ancuk be Vleae IMe eeenee eloping pint n mwe lien 3o a lees Men a' M1wn IM neelM frEFESEMIAL L uc SYMeDL' singe atl"'gxaedX,p meTrey vLs.n.X epees b. aeenegel e xeweye hareegion dennwa-m. wn� angi ee yle�wa epwneaegn a Yb Nml,p taRciMflne dhe I � I �� E•NTXe LIn lane ealeb. nanell ee 0leceU /•eGwn R 4' MN Lin dom m. vcR a ognwe" on er dh. Ee lanemq.cen"m dgwe.n Nxka b e mgMbr E�neM,a � 15ANpATORY MWEMFHr iwwmem. � .n"seileenx,�„"e 'lenw.nen ueaa eMnp'mIY . a,Mnw Iwle-,ne xrow 11q ReeuneE MMlwn 41, meMire l6PomCenleE by Ipnel IenpM lees Men 100'. Symdda 5 eade en 5' a main In M1al4M uro CDOT aPodScgipn pine. 9,cken Xn e• WYM 10' Sepmerm 11q RemX,se MM bn 30' C.epa 10 len{el" lees Men iaY. 131 Rem) LMe 4•Mtlr 1 1 1 e• nMr e• wnxe E.bnron LMa Egena+an 1 1 .• NTXe Exarnehm Lin 1 I 1 1 1 on amp'. Dolled eXtenamn alxn eeoe wlM sex 1 � 1 .dq ew,M,eem Xne, r aepmxm, .'papa. 1 Da,w line 1'vellaa e soon 4• vMmw STANDARD PAVEMENT MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION REVISION N0: 1 DRAWINGURBAN AREA DRAWINGSSTREET STANDARDS DATE: 03/02/O1 1404 BY: Water City of Fort Collins, Colorado UTILITY L APPROVAL APPROVED: City Engineer j \ Ddt¢ CHECKED U T O)in� N00 `v c E� � 2 O � t000so� C� U N N E °o�$o OM N O40 -4- U � �� o VNOOcorn� Q) (j I 'o On O o g l s n l0 XT r N >r ; rn � LL 00 ti Li 3 n�N 0 o c $� o Vp �p .piq�ti �Ft?00Ip ii�ntE �� CwC UU C UC oU oO o E E o o� �a ono I� I�ffil c 0 y H Z F 2W wg aW 2Ci E W z Z �� �4 0 J O (.5 IV Ucc ) J (D _w N J — > W � � w Q 06 i-Q Z CD 0U Or- ILL Z o �IY W 2 �O Z v a) U Permit -Seal Project Number. 187010590 File Nome: C-601 Fdt JMB JAM JRG wn. Chkd. Dsan. YY.MM.DD D Drawing No. C-601 Revision Sheet 110 of 111gLf' C'' 1282 TARTF ONF RAR LIST FOR CURB INLETS. TYPE "R" CIAM•RK IN. O.C. SPACING TYPE ALL INLETS INLETS. H • 5' INLETS. A 5' L- --� 5' to' 15' 10' 15' NO.REO'D. LENGTH NO.REO'D. LENGTH I NOAEQ'D. ILENGTH HOAEO'D. 1LENrTH NO.REO'D. I LENGTH 401 11" II 15 21 26 • 11 11 102 11' II 7 . 13 18 7 7 403 9" II • 4'-10" • 4'-0' • 4'-0' • 4=0" • 4'-10' 405 6. A 11 8'-10" 21 6'-10" 31 6'-10' 11 V-10" 11 (10 406 6. 'All7 8'-10' 7 13'-10' 7 18'-10' 7 8'-10" 7 al'-10" 407 1/2• 9. II • 5'-10' • 10'-10 • 15'-10" • 5'-10' • 5-10" 40e 12• II 3 B'-10" 3 11'-0 3 18'-0' 3 11'-0 3 16'-0' 4pg e • II 6 5'-10' 8 10'-10' 8 15'-10' a 10'-10 8 15'-10' 410 L 1" NI 3 • 3 411 11' II 3 5'-2- 3 10'-2" 412 11" II 3 2' 9- J 2'-9' 413 9' II 7 10'-10' 7 15' 10" 501 i 5+/2' N 11 3'-4' 22 3'-4' J3 3'-4' 22 3'-4' 33 3'-4" 502 5 S1/2• III 11 11'-5" 17 1t'-5' 503 51/2" II 5 3'-6. 16 3'-5. 27 S-6" 6 S-8' 6 7'-6' 504 51/2' IN 5 8'-4" 601 2+/2' V 2 8'-10' 2 e'-I a" 2 e'-10' 2 8'-10' 4 8, to" 6.5 1 5'-10" 1 10'-10" 1 15'-10' 1 10'-10 1 15'-+0" 2alAR5,1 ROD .3R005 tIBAR5,3ROD5 ,3RODS BBARS,SRODS VMNRE, REFER 70 TARE TWO. �_v- ♦ INCLUDE Itr NO. 4 alYE (SEE OWMR LAW DETAIL). REGULAR • SEE CURB FACE ASSEMBLY ON SHEET I NO CHANNEL LAYOUT DEWS ON THIS SHEET. INLETS TART c TWO - RAPS Al OL1ANTITIFS VARIABLE WITH 'H" DROP BOX INLETS H' LENGTH L-S' L-10' L-15' 401 402 110 403 407 403 407 W.ro.CONC. 1B.51Efl W.ro.CO11C. IB.SfFF1 CU.ro.CGC. IB.STEFl 2'-al' 1'-B' 10 7 3.2 285 5.3 497 7.4 706 3'-2' Y-2' 10 7 3.4 305 5.7 528 7.9 747 4'-0' 3' -8' 2'-8' 12 9 3.7 326 6.0 559 8.4 788 ♦'-G' 4'-2' 3'-2" 12 9 3.9 334 6.4 571 8.8 803 5'-0' 4'-8' 3'-8' 14 11 4.1 354 6.7 602 9.3 BN 5'-6' 5'-2" 4'-2" 3'-5" ie 13 15 6 4.4 375 6.0 607 7.4 850 6'-0' S-8" 4'-8" 3'-11" 16 13 le 8 4.6 382 6.2 616 7.6 also 6'-6" 6'-2" 5'-2- 4'-5" 18 15 1a 8 4.8 402 6.4 637 7.8 880 7'-0' 6'-8' 5'-8' 4'-11" 20 17 19 10 5.0 423 6.6 654 8.0 897 T-6' T-2' 6'-2' S'-5" 20 17 20 10 5.3 430 8.9 664 8.3 907 a'-O' 7'-8" 6'-8' 5-11' 22 19 22 12 5.5 451 7.1 864 B.5 927 11 8' _2' 7'-2' 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-0' 8'-8' 7'-8' (iI1" 24 21 24 14 6.0 479 7.8 711 9.0 954 Eli 9'-2" El 7'-5' 26 23 26 16 6.2 499 7.8 732 9.2 974 lo'-0 9'-8' 8-8" 7'-11 28 25 27 18 6.4 520 8.0 749 9.4 992 10'-6 10'-2 9'-2" 8'-5' 28 25 28 18 6.7 527 8.3 759 9.7 Tool 11--0 10-8 9'-8" 8'-11" 30 27 30 20 6.9 547 a.5 779 9.9 1022 NOTE • FOR L-5, L-10' AM L-IT REGULAR IAEIS: TOTAL NKAYfM NEEDED ARE OUTSIDE OF THE WAVY RACK LIE DROP BOX INLETS: TOTAL OINWF IRS NEEDED ARE NOW OF THE HEAVY RACK LIE h -J 21S/N STEEL 11om CO NOr INCLUDE STRUCTURAL STEEEL //�00001I I��� o°❑°a°aa J ` nr,r-1 """Ar 1. 1. TYPICAL MANHOLE COVER 23 T/e 1' GENERAL NOTES 1. ALL CONCRETE SHIAIL BE CLASS B. 2. CONCRETE 1WLLS SHALL IE 1116111 ON BDTH SIDES NO SHALL BE 8 N. TALI(. 3. INLET STEPS SHALL BE N ACCORDANCE WITH AASHIO M 199. 4. WIN FACE ASSEMBLY SMALL BE G&VANIZED AFTER WELDING. 5. EXPOSED CONCRETE CORNERS SHALL BE CILAAFERED 3/4 N. CIM AND GLITTER CORNERS SHALL BE FINISHED To MATCH THE D(ISTING CURB AND GUTTER BEYOND THE TRANSITION CORER. 6. REINFORCING BARS S141LL BE DEFORMED NO SHALL W A 2 N. W MLN CLEARANCE AL RD EMING BARS SHALL BE EPDXY COATED. 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING NO COVER ARE NOMINAL 6. MATERIAL FOR MA161OLE RINGS AID COMM SHAU. BE GRAY OR DUCTILE CAST NON CONFORMING TO 712,01, 9. SINCE PIPE DITRIES 111410 THE NO ARE %M&D-F, TIE DIMENSIONS SHOWN ARE TYPICAL ACTUAL WA-MM AND QUANTITIES FOR CONCRETE AND KWDRCDAENT SHALL BE AS REWIRED IN THE WORK. QUANDIIES INCLUDE VOLUMES OCCUPIED BY PPE. �.,I� 10. STRUCTURAL stin SHALL BE GALVANIZED NO SHALL CONFORM TO THE REQUIREMENTS OF 712.06. 23* 24' 23* TWO NO. 4 BYE I 1 12' 1 Mao • FOR 5' KET W 35' ONE 11/i NODS 13/i 5-10" 16 172 W 2C - 24' 2i '2P FM ILO. 4 ME HOLE tY 1Y 3 • • FOR 10' NET 3s/s 35' 70' - - 30' 35 THREE 1 3/4 HOLES a[8.6 10-10" TYPICAL SECTION �• AT NOTE 1 211/e tY 2Y - 2Y 2Y 241 2Y 2Y 2Y IY BLSR N0. 4 BYES I 4 N +r +r - 4 1. I• I• I• • FOR 15 No r � 35' -+- 30' -L- 0 -+- 30• - 30' -1- 35' FINE 1 1/2' HOLES • 15'-10' WEIGHTS: COVER - 125 US. RIND - 135 Lee TOTAL - 260M TYPE 1 TYPE IN TYPE N TYPE V TYPE N 1YR M TAPE NO TYPE M 11• 1Y1---t I LAIN \y' 11" Lp 410 I 31"21 � 501 / BAR BENDING DIAGRAMS (Dimensions are Out -to -Out of bar) Colorado Department of Transportation Computer File Information Standard Plan Revised Dole: Comments: CURB INLET STANDARD PLAN NO. Q 4201 East Arkansas Avenue Path: www.dotetate.w.ue/D&OOPPmlcte/DMSnSuPpOA/MStandards/ Demer, Colorado 80222 TYPE R M-604-12 a�v,: ;RPYIW Phone: (303) 757-9083 FAX: (303) 757-9820 Drawing File Name: 6040120202.dwg Project Development Branch SD Aeod Version: R14 Scale: NA Units: English Issued By: Project Development Branch , 2000 Sheet NO. 2 Of 2 h O1 -4b- 1 1/2' Dia. Std. AA. 6' (maz.) Welded Steel Pipe Sidewalk W4dth Slope W to maldh per Table 7-1 or 7-2 finished pavement 112" Dia. Anchor BON w/ heavy a Hex Head Nut 8 Washer 1' Depress drq 1/1'ro SIB" below Approved Equal min. adjacent finished sheet grade 8" x 3" x 1l2' Plate 1" Stow ca around Ong Or Approved Equal ki r " • 1 Corer asphalt Ilift,'".-:n'Oday or gla'Mdez edlustmen3 LG (typ.) AdjacenrCoe ndFinal grade digsteeper to match slope or finished grade Shim / Grout HANDRAIL DETAIL Existing base course Gee ring R = 6" (min.) TOP RAIL CORNER DETAIL NOTES 1. The sklewdk wink shalt be Increased by a mlMmum of 6" whenever handrail Is used. 2. If a sidewalk is more than 30" above the adjacent grade, the handrail shall be wed. 3. Open clearance between Intermediate rails must be 4" or less. 4. Finish shall be efther galvanized of sennyloss enamel over a Shop cost of reew primer. 5. When the slope behind the sidewalk is steeper than 4:1, the handrell must be used. 6. When slope behind sidewalk Is less than or equal to 4:1 for a minimum distance of 10, a handmll is not required. HANDRAIL DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAINING URBAN AREA DRAWINGS DATE: 03/01/02 1101 STREET STANDARDS or o� � r Support with Steel Shims and 1/ I I I Manhole peck with High Strength Grout NOTE: 1. Grout shalt be a mixexe of 1001bs Grout mix, 26 Iles water (3.12 Gel), and 100 The of send conforming to ASTM C-35. 2. Manholes shall not be located in crussparhs, guitars, or wheel path. 3. Shim and grout to make Ong and cover flush with the It 1. pavement surface. STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION N0: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: O8/07/00 1201 • 6' L--41' 1l'-4' 16'-4' * FOR LwEN GREATER THEM 5 Fr. PROVIDE ACCESS AT BOTH ENDS. C INLET o.c. 5'-� L-to'-0• l-1S'-0� \ 409 409 • , ' „' 409 WE AODRIOtML MANHOLE ISO AND COVER 'Ir 5' 7RANSRON A A REWIRED WHEN L-10. OR MORE. L a 601 503 601 601 ■ CUT REINFORCEMENT EAR ACCORDINGLY. # WHEN A TYPE R ■ NLEE IS USED WITH �• 3 RGE 5 RODS ENDS OF 6 ( WMI MOUNTABLE CURB NO Fated o,c.6' IN 10' M 15 J' CAR. FACE OF CUTLER, 5 D. TRANSITION SHALL BE CONSTRUCTED. MOUNTABLE curb INLET INLET CURB TRANSITION SHALL BE PAID CURB FACE Jo' Jo' i•. ' . 3', EACH END * � �A BARRIER CURB AND GUTTER HERE. FOR AS CURB AND CUTTER. TRANSITION MOUNTABLE CURB AND GUTTER CURB . a"- Jo 30 30 +•- TO ��77 Alw OHE I % DIAL ROG[,. s ;y': 1 :y: .•{. F n'r ?4!!)IM N 5' INLET eiK it4`;4 e.H• t'Ty OF FLOY1•ti .:l. SEE CHANNEL LAYOUT ON SHEET 2 A - FORA 1'-0' PAN SLOPE 2' PER FT. TR ANSITION •J TYPICAL PLAN VIEW ' ■ I GUTTER -3• INLET PAY LENGTH3 �4. 6 C6.5 N0.4 BAR 1!F 10 18' LONG �1� STAPT. L-5' L-10' L-15 FLUSH WITH I {, 1 .. v ". 1� R rC OFF OR SEND BARS TO CLEAR his"I 3'- ? ` S/ ... •.. ) r I x`' SLOPE-1•/FT. 409 80�E S03 409 ■ 409 ■ 401 ` .• 9" Y L-5' L-10'm 41KK ICJ 403 601 • 403 ( 4) I 4:I • . 6' 401B01 601 • 601 E" (/) 2:1 e 401 0 401 I 501 2.1 1 %' PIPE SPACER 1 H<5 ' . H<5' • •I I me I, LOCK NUT 5/p'ac 4 • . 407 1407 ,� '•' • �_ 40 403 ,7. :. 1 %' DNA. x 24" I iii CALV STEEL ROD 10.EMBEDMENTAROUND . 405 406 405 406 405 405 4 6'o.c. s 6"o.c. 8'o.c s 6'o.c. 6o.0 x 6o.cTYPICAL�_ 3'zJ'x� PWE 6'-6' 15-8'SECTION A -A REGULAR INLETCURB FACE ASSEMBL-10' L-15' PLACE ENTIRE ASSEMBLY BEFORE POURING SfAPT.CONCRETE.0 --D -C� 15D3 -� 502 N- 502 -N r 504 - 1 6' TYPICAL WALL 407 - 9' o.C. A Y 0U4kkTER TEMPORARY HOLE FOR DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A MINIMUM THREE Iii BELOW ROM BASE. THE HOLE SK41L BE PLUGGED WITH CONCRETE BEFORE ACCEPTANCE OF THE INN FT SLOPE 2X TO GURTER o.a SDI 2'clr. 503 - 5 31'o.c. 3' CLINE 3' CUR. IF 8'WINGFI 402 101. II" o.c 401 11 O.C. 11 0 09 1 K MAX. 407 9' O.C. ALL AROUND 32' COIISTAM r 413 4D9 403 413 403 403 3" CLR. MIN. 0.5X Slope i 412 4a+ ' 9'o.c. CONSTANT 1L 3•-e 401 407 6" 411 412 413 406o.c. 405R. 3" CL H > 5' vANABLE 403 411 412 413 �, SECTION B-B c1o� o C D TYPICAL END VIEW 405 Y CAR 3-411 NOTE: MA16101E RING 3 CWEA, STAlldl POINT 11'o.c. AND OUIFLOW PIPE SHALL BE LOCATED 12' SECTIONS C-C do D-D AT THE SALE END OF THE ABET. SECTION A -A INLET WITH 106 DROP BOX-H>5' (DOTTED BARS ARE IN SECTION D-D) Colorado Department of Transportation Computer File Information Standard Plan Revised CURB INLET STANDARD PLAN NO. 4201 EGO Aillamae Avenue Dew,�do W222 Dote: Comments: TYPE R Palk wow.dot.state.cmus/DerobpPro)ec./dA�/ M-604-12 Phone: (303) 757-9083 FAX: (303) 757-OM Drawing File Nome: 6040120102.dwg Aced Version: R14 Scale: NA Urits English Issued By: Project Development Branch October 1, 2000 Sheet No. 1 Of 2 rs, e*•"vYWW Project Development Branch SD . Siderealk Base mil I � PVC O Sleeve SECTION A -A Bundles of Sk,"at permitted Sleeve 15'-0' A score concrete curb head with "X" to mark location of sleeves. NOTES: I I II I 1. Match location of sleeves on curb head. DETAIL 2. Depth of sleeve shall be no less than T-0" below street grade. 3. Bundles of sleeves are permitted. 4. Sleeves shall be Installed with "Pull Wires". SLEEVE LOCATIONS LARUdER COUNTY CONSTRUCTION REVISION N0:7DFRAINING URBAN AREA DRAWINGS DATE: OB/07f202 STREET STANDARDS ME E Compacted Lft of Suitable Materials 4'(mh 6" (ma -4b- `. `\094110,������ U IXI M` u I I ©�I )TES: All trenches shall be beckflled In accordance with the above detail unless otherwise specified by the Local Entity gineer. Prior to placement of asphaWconcrete, pavement edge shall be saw cut to a clean, vertical, and shalght edge. Where the surrounding soils are non -expansive, a sand/cement slurry (1 sad mix) may be substituted for backRR Aerial. Trench width shalt not be more than 16" nor less than 12' w4der than the outside diameter of the Pipe. Use a #4 mbar at centers along the perimeter of concrete replacement sections. Refer to Chapter 22, Materiels & Carnste citlon BpaolflcaHo2le for compaction and testing requirements. In unimproved areas, all disturbed areas shall be regraded, seeded 8 mulched. In concrete roadways, a minimum of One entire concrete panel must be replaced. Bedding material depth when Installing stone sewer shall be up to spring line, except In areas of unsuitable be"; then, dding material shall be placed to a level 12" above pipe. TRENCH DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: I DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2201 U y •4r cia in Vn N OD o c E� 04 M -S S Un mi 0 CV N E °) 0 0 U M N 0PO �� 00 U C up C N 0 CD £ 0 w 0) o a 0) 0) o gX I s i n C V) U C4 M o1 -t Lo Cn t_ 0000 � 1.' a9N �v oy-�x T 0w t5:8- a _1 e00- is a 32 $N OF P FF � O N �v ovh0 �T tr j W Z LU >a O - LU W U Z (D Cr X 0 W J O UCf) Z N wg J (D W_> J - Of O W > N 0 Z o ILL 0 o I -" UJ of Z O Of rp c Q U U a) cn 2 LL Li U Permit -Seal Project Number. 187010590 File Name: C-602 Fdt JMB JAM JRG Dwn. Chkd. Dean, YY.MM.DD Drawing No. C-602 Revision Sheet 0 �111of11X# 89 w I N 40 N a s SEE SEE FILL SCOPE 4:1 MAX 3'-6' MIN. 2' CLR TOP OF EXISTING WALL PLAN VIEW NTS HAND RAILING SEE LCUASS DWG 1101 FOR RAILING AND ANCHOR DETAILS SHALL BE : POST 6'-0" O.C. 029.75 #14 ALONG TOP OF WALL #4 O 1'-0- O.C. #4 O 1'-0- O.C. MAINTAIN 2" MIN. CLEARANCE FROM OUTSIDE WALL OF PIPE 4924.72 NOTE 5 EXISTING RAILING. REBAR 1 FT. INTO TOP OF EXISTING WALL IN. LAP ON I/4 BARS. SEAL COLD JOINT OF WALL ... .......... TO END OF EXISTING WALL. 6. CHAMFER ALL EXPOSED CORNERS 3/4' SECTION n SECTION NTS NTS IRRIGATION WALL EXTENSION DETAIL (SE CORNER OF HARMONY & ZIEGLER) TRENCH V1111TH AS SPECIFIED IN SECTEDN 02221 - LOWER LIMIT OF TRENCH WALL SLOPING + COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH M67 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH N67 BEDDING REQUIREMENTS INITIAL LIFT III 12 IN. MIN, PIPE O.D. 4 IN. MIN. ® APPROVED: CITY OF FORT COLLINS SEWER CONSTRUCTION DETAIL UTILITIES DATE: OB/16/02 City d FurL UWa DETAILS W W-1 DRAWN BY: NBJ x t m N A FOR 4G & SIZE r.u.rurn nn.nr rA r6 t0•-0" sn,MEIRKAL Alour PARALLEL TO II ROADWAY Q L 4'1I SLOPE TO MATCH MEDIAN SLOPE TRAFFIC 4, LA LB INLET WITH DITCH PAVING STEEL GRATE QUANTITIES PIECES DESCRIPTION LENGTH L ' PER FT WEIGHT LBS. 4 S4 x 7.7 BEAM 40 7.70 103 2 31/2" x 1/4" FLAT 265/ 2.98 13 2 3 .74 FLAT C CROSS CULVERT Lc 12 THIS DMENSION E SHOWN ON PLANS. EARTHWORK ASSOCIATED WITH DATE SLOPE TO FIT DIKE INCLUDED IN THE COST OF THE INLET HEIGHT OF DIKE i'-0' SLOPE 1/2PER FT. MAX. 1 .1� NORMAL MEDAli 4' FABRICATION OF CONNECTION DITCH GRADE ♦4' CONCRETE AND STUB TO BE INCLUDED IN PIPE % SLOPE AND DITCH THE COST OF CROSS CULVERT 1 TASHO'o ��DETNL 1 PAWING (REINFORCED) 2'-0' 4,_0- CROSS WLVERT THIS AFIGLE TD BE SHOWN ON PLANS SECTION B-B CONNECTING PRE INLET ON GRADE SECTION C-C (FLOW FROM ONE DIRECTION) INLET CONNECTED TO A CROSS CULV IN CASES OF SKEWED PIPE, THIS DIMENSI4SHD"*I'�'�Ojj ON PLANS. MEDIAN COI DITCH� D RO jlCONNE.3 CU INLET CONNECTED TO A SKEWED CROSS CULVERT CONC. ADJUSTMENT SHIMS GROUTED INSIDE FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 PREFORMED PLASTIC GASKET MANHOLE RUNGS ® 12" O.C. ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE -FORMED PLASTIC GASKET CAST -IN -PLACE CONCRETE BASE NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP SECTION SHALL HAVE A CONCENTRIC OPENING. SLOPE 1 "/FT. POURED INVERT 00 PRECAST MANHOLE BASE ALTERNATE BASE MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE MIN. MANHOLE DIAMETER 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. STORM MANHOLE B3 CRETE SLOPE "i �� 4 IRCED) TCH WING ?ES YD.) 1 C 4'. MIN. STEP BOLTS IV17 FIR Gk�1TING 3' GRATE 41/2 3' WASHER I 15/15 CLR. a�..- 1' 5/8 X 8- SLOT FIAT SLOT DAL} DE AISLOTTED HOLE SU �16 PLAN BOLT ww 41'2' 3 /4 I /2 I� I III ? INLET WALL I ALTERNATE SLOT AND 12' MIN. (TYPIICAL) HOLD DOWN �I } 402- -I H GRATE INSTALLATION PLATE DETAIL QUANTITIES FOR ONE INLET H CONCRETE • (CU. YDS. REINF. STEEL LBS. NO. STEPS REOV 2'-6' 0.9 75 0 3'-0. 1.0 80 0 3'-6' 1.2 96 0 4'-0' 1.3 101 1 4'-6- 1.4 116 2 5'-0' 1.5 122 2 5'-6- 1.7 137 2 6'-0. 1.8 142 3 6'-6- 1.9 158 3 7'-0' 2.0 163 3 7'-6- 22 179 4 8'-0. 2.3 104 4 8'-6- 2.4 199 4 9'-0. 2.5 205 5 9'-6- 2.7 220 5 10'-0' 31 235 6 11'-6' 3.4 251 6 DETAI I II -�I M1iF6a.� GENERAL NOTES *INCLUDES VOLUME OCCUPIED BY PIPES. 402 -, 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN -PUCE OR _ _ _ PRECAST. BAR LIST FOR H=2'-6" S 4 \jam 4x g g 2' REINFORCING � M BE mot" COATED ARAN No DEFORMED, AND BENDING DIAGRAM AND SFA11 HAVE A MINIMUM 2 IN. CLEARANCE. -402-1• 6' 3. CONCRETE SLOPE AND DITCH PAVING SHALL COWORM TO SECTION 507. --I 6 35•---1 6' --r REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE 6 X 6 - W1.4 X I 47, WIA OR 6 X 6 - W2.1 X W2.1. 4. STRUCTURAL San FOR GRATES AND GRATE INSTALLATION HARDWARE SMALL BE ELEVATION GALVANIZED AND SMALL BE IN ACCORDANCE WITH 712.06, CONCRETE ROE I N LI NLL 5. THE STANDARD INLET GRATES SMALL BE USED ON ALL TYPE C INLETS UNLESS CLOSE MESH GRATES ARE SPECIFIED ON THE PLANS. 6. STEPS SMALL BE P"OED WHEN WET DIMENSION 'H' EXCEEDS 3 Fr.-6 IN. AND SHALL BE IN ACCORDANCE WITH MSHTO M 199. S4 x 7.7 7. SEE SHEET IA-604-11, INLET, TYPE D, FOR REINFORCEMENT AROUND 31/2"x 1/4 THE PIPE OPENING. FLAT V - CONCRETE SLOPE AND DITCH PAVING WILL BE REWIRED WHEN SHOWN ON SEAL PUNS. BOTH SIDES 3/16 11 /16 3' x 1/4' FLA/2 x 1/4 SECTION D-DT a�3 NO HGT. MARK REO'D. LENGTH 401 2 2'-3' 7'-11' 401 6 8'-7' 402 3 U 15'-0' N0. SLOT U. i-3'-5'� v�INCREASE DIMENSION 6' FOR EACH 6' INCREASE OF 'H' ABOVE 2'-6'. N0. 402 6. 12* l TT ADD ONE BAR FOR EACH FOOT INCREASE OF 'H' ABOVE 2'-6'. ?T/I x 1/4 BARS 3/16 AT TWISTED /-8/- C� ALL BARS TO BE 1/2 DA. CUT OR FUT I I SPACED 3A� 17�/g C1Ri BEND AROUND PIPES AS REOUIRE.D. 46 1/4 FLAT 33 402 BARS WILL BE EQUALLY SPACED SECTION E-E Yti FROM EACH OTHER. S4 x 7.7 CENTERLINE OF 3' x 1/� FUT BEAMS I I ORATE PARALLEL 4 x 3/8' B1R SLOT DEAL N 31/p x 1/4 TO CENIERUNE OF ROADWAY Il/ E .V.' TS SATE n Nix tc SECTION A -A L10' INc)L�" ' ' �����1iICLOSE ME INLET AT BOTTOM I-s26 5/8 �+1/4j --I H R OF VERTICAL CURVE HYDRAINCAILY INEFFICIEM, Poo LOW STANDARD INLET GRATE FOR DEBRIS AND ICE. USE FOR PEDESTRIAN AND BICYCLE AREAS. MODIFIED CDOT TYPE C INLET DETAIL VARIES 18" MULCH EXPOSED AGGREGATE CONCRETE (MATCH CURB & GUTTER JOINTS) 2R tv COMPACTED FILL Ili - III II MEDIAN CURB & GUTTER ?T/I x 1/4 BARS 3/16 AT TWISTED /-8/- C� ALL BARS TO BE 1/2 DA. CUT OR FUT I I SPACED 3A� 17�/g C1Ri BEND AROUND PIPES AS REOUIRE.D. 46 1/4 FLAT 33 402 BARS WILL BE EQUALLY SPACED SECTION E-E Yti FROM EACH OTHER. S4 x 7.7 CENTERLINE OF 3' x 1/� FUT BEAMS I I ORATE PARALLEL 4 x 3/8' B1R SLOT DEAL N 31/p x 1/4 TO CENIERUNE OF ROADWAY Il/ E .V.' TS SATE n Nix tc SECTION A -A L10' INc)L�" ' ' �����1iICLOSE ME INLET AT BOTTOM I-s26 5/8 �+1/4j --I H R OF VERTICAL CURVE HYDRAINCAILY INEFFICIEM, Poo LOW STANDARD INLET GRATE FOR DEBRIS AND ICE. USE FOR PEDESTRIAN AND BICYCLE AREAS. MODIFIED CDOT TYPE C INLET DETAIL VARIES 18" MULCH EXPOSED AGGREGATE CONCRETE (MATCH CURB & GUTTER JOINTS) 2R tv COMPACTED FILL Ili - III II MEDIAN CURB & GUTTER fill if v0sa�ilNPusnc 10 MIL PLASTICS CDOT CLASS A 4' PERFORATED PIPE WRAPPED WITH VISOUINE FILTER MATERIAL WEED BARRIER NOTE: USE SOLID PIPE IN PAVED MEDIAN NOTE:CDOT CLASS 1 COMPACTED STRUCTURAL PLASTIC VISOUINE PLACED ON CURB BACKFILL TO 2' BELOW GEOTEXTILE. SUBGRADE MUST BE SCARIFIED AND BEFORE PLACEMENT OF ANY AGGREGATE IN MEDIAN. UPON COMPLETION OF RECOMPACTED TO 95% OF STANDARD MEDIAN, CUT AND MELT PLASTIC FLUSH PROCTOR FOR MATERIAL TO 2' DEPTH BELOW STRUCTURALURAL BACKFlLL WITH BACK OF CURB. TYPICAL LANDSCAPED MEDIAN SECTION N.T.S. MEDIAN FILTER LGGREGATE CONCRETE URB & GUTTER TYPICAL PAVED MEDIAN SECTION N.T.S. SCREW -ON WATER TIGHT PLUG PLACED EVERY 200' MINIMUM. SEE DRAINAGE SHEETS FOR LOCATION. -4- RISER PIPE AND TEE UNDERDRAIN CLEANOUT N.T.S. MODIFIED MEDIAN DETAIL KMRWUCMIY NFFFICEM, POOR FOR DEBRIS AM ICE USE N PEDFSIRM AID BICYCLE AREAS. USE McNICH S 23WH-4 SE18E5 CRATE ADS DRAINTECH 12" SQUARE CATCH BASIN W/ CORRUGATED PIPE AND SQUARE GRATE (LANDSCAPE APPLICATION) ED PLAN VIEW SLOPE TD DRAIN DRAINTECH 12' PDLYOLEFIN / SQUARE GRATE _ _ = DRAINTECH 6' SQUARE RISER (WHERE REQUIRED) I I I III -III= I =_ - I IIII-III III=1 I I- -III DRAINTECH 12' SQUARE CATCH BASIN VARIES DRAINTECH 6' LOCKING OUTLET -III_III-III IIII � II � I -I p ADS CORRUGATED PIPE COMPACTED SOIL + COMPACTED CRUSHED STONE BASE NOTES, 1. GRATE OR LID MUST BE INSTALLED PRIOR TO POURING CONCRETE OR BACKFILLING TYPICAL HARDSCAPED MEDIAN SECTION N.T.S. City of Fort Collins, Colorado UTILITY PLAN APP VAL APPROVED: City Engineer AGGREGATE CONCRETE CHECKED BY: PdA Water & Wastewater Utility CHECKED BY-.46� -.K N CURB & GUTTER Stormwater Utility CHECKED BY: Parks & Recreation CHECKED BY: Traffic Engineer CHECKED BY: `152 d� N N N 00 Y E� rn� S 2 O Lt7 12 cm: n v U N"i E O M ui O�-t a E+o o U y,c NC;C; .AotIt 2?N U CA 01 o g x •� n C NM If L0 O 0 o U) DOv o 3 Bo00�c z' y$ 6 ` 9 Y p Q O NV =O 0 .0 1 tlBP. zSgt$� _b $ C=) E �EFSF'S I� Ig f� wZ 00 Of J a- W W Z_ Ci 0 W 0 J J ON (.5 Z - W CD w g > w'w LL 0 06Z W O U o �w W 0 � w0 Z o U Uw a7 2LL Li U Permit -Seal kM1o"eek 0 C Project Number: 187010590 Date File Name: C-603 Fdt Date JMB JAM JRG own. Chkd. DsOn. YY.MM.DD Date Drawing No. C-603 Revision Sheet Date 112 of 114 282 wN 1\ r 1 L PROPOSED GRADE EAST OF WALL TOP OF WALL - TOP OF FOOTING = 21.63 O d J 00 0 10 ao O 0 „n o+ a r� Cn Q J In 3w J W w N STEP WALL TW=32.63 TW-33.13 FG=26.81 OD 00 r + + FG= 26.17 EXISTING GRADE) BOTTOM OF FOOTING SEE DETAIL THIS SHEET PROPOSED GRADE WEST SIDE OF WALL NOTE: 1. ADD DATUM 4900 TO SPOT ELEVATIONS. YOUNG PROPERTY WALL ELEVATION SCALE - H: 1 "=40' V: 1 "=20' WALL CONTROL LINE BLOCK WALL -� #4 ® 12" 2" WEAP HOLE O 6'-0" O.C. MAX: PROPOSED GRADE O M N� STRUCTURAL FILL WALK 10" 41t912" —� STRUCTURAL FILL FOR WALL PER TERRACON GEOTECHNICAL REPORT NO. 20035067 DATED APRIL 22,2004 ` 12"X1" MINUS CRUSHED WALL TO BEAR ON A 36" MINIMUM IMPORTANT STRUCTURAL FILL DRAIN ROCK MATERIAL (CLASS 1 STRUCTURAL FILL AND/OR CLASS 7 AGGREGATE ROAD BASE). EXCAVATION TO EXTEND 3 FT BEYOND FOOTING. APPROVED IMPORTED STRUCTURAL FILL MATERIAL SHOULD BE MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND ' #5010" PLACED IN UNIFORM LIFTS 8 TO 12 INCHES IN THICKNESS. COMPACTING AT MIDDLE OF STEM IS TO BE TO 95 PERCENT OF MODIFIED PROCTOR DENSITY AS PER ASTM D1557 OR 100 PERCENT STANDARD PROCTOR DENSITY AS PER �#5010- I 4012" ASTM D698 IF APPROVED BY THE GEOTECHMCAL ENGINEERING CONSULTANT. 12" 6'-6" 8'-4" I 1. MINIMUM CONCRETE SPECIFIED CYLINDER STRENGTH AT 28 DAYS 4000PSI. 2. REINFORCEMENT TO BE GRADE 60 DEFORMED BARS ACCORDING TO ASTM A615 3. ALL DETAILING IS TO BE ACCORDING TO ACI LATEST EDITION. a 4. MINIMUM CONCRETE COVER TO BE 2" UNLESS OTHERWISE INDICATED. 5. DESIGN CRITERIS �3 COVER 5.1 DESIGN LOADS: SURCHARGE LOAD 240 PSF 5.2 SOIL PROPERTIES (PER TERRACON REPORT NO. 20065149 DATED NOVEMEBR 13, 2006) - ALLOWABLE BEARING PRESSURE 1500 PSF - ACTIVE EQUIVALENT FLUID PRESSURE 45 PCF - COEFFICIENT OF BASE FRICTION 0.35 GROUND WATER NOT PRESENT AT WALL ELEVATION - MINIMUM EMEDMENT DEPTH 30" 6. CHAMFER ALL EXPOSED CORNERS 3/4" d ° 4 1 d e 4, V - 1 ° d 1 1 ° 1 4.2 4 a 4 a 4 4 d 4 Qa 0 4 AVAGO PROPERTY t PROPOSED COCRETE. `6" HEADWA { f, TOP EL, 9 88 INV EL 4927.03 t 1 MATCH EXISTING EDGE OF CONC.� �r r CONSTRUCT NEW C�NCRETE� n-r _'a_ r�trF a t _DITCH FROM TADW T,. 5�t , NEAREST JOINT. B I REMOVE EXISTING CONCRETE — A _ I o �CA _ MATCH-EXf TING e'I EDGE OF CONC. EL 4929.22 0 ° ° a d a a" a °PROPOSED CURB d d e e d . FLOWLINE 4 •4 4 " .° INV EL 4929.05.e 4 4 a.d-4, 4 e HARMONY ROAD a e d d q a q n 4" IRRIGATION CULVERT EXTENSION NTS oz zo PROPOSED CONCRETE Ln HEADWALL w w EL 4929.22 =IN 00 TOP OF CONC. i VO CHANNEL 1a BOTTOM OF CONC. CHANNEL CURB TIE-IN TO CONCRETE CHANNEL SECTION A -A NTS VERTICAL CONC. CURB FLOWLINE INV 4929.05 PROPOSED CONCRETE EL 4929.22 HEADWALL 3.0' ]JA., i3.0' , CURB 4 •. " - 4 .:4 . PROPOSED DIRT CHANNEL qCURBFLOWLINE CONCRETE INV 4929.05 FLUME CHANNEL - FLOWLINE INV 4927.03 CONCRETE CHANNEL CROSS SECTION B-B NTS 4" THICK CONCRETE CHANNEL 0 20' t:2o City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer U D6te CHECKED BY: 14A Water & Wasteewatee/r Utility Date CHECKED BY:-'Ci2j tsCilC' Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: C _U 2 S� O7 n V� N co O E rn M C yU NNE �o�"o O u o "t u n �O o U Noo Iu ocor c d 0 U I O) 01 c ; u n7 a, If tos itp o fn 0 0 0 �; o s Xayg € N L� as ,— L2 3 0 0 p Ts r$s c"S i —� ;5 ggBs�yys ug2- £y A��^(.0 CN V X O oB cc o E'E o 5 �b oFlno Ict I I� F- W Z 00 a� W fy W Z Ur t1 J J Z W J g J O IV (O — U W W W 06 W 0 O0 o LL }9 L_ 0W F- Z 0f— C _ a � 0 U U 2 lei r ii U Permit -Seal tC 0 _y a) Of Project Number: 187010590 File Name: C-604 Fdt JMB JAM JRG awn. Chkd. Dsan. WJdM.DDChkd. Dsan. W.MM.Do Drawing No. C-604 Revision Sheet 0 113 of 114 C� 1 292 vA11r onv 2 OTHER ACE IN REW CAP TRAFFIC RATED CLEANOUT CITY OF FORT COLLINS SEWER CONSTRUCTION APPROVED: DETAIL UTILITIES DETAILS DATE: 03/04 WW-15 City of Fort Collins DRAWN BY: NBJ MUELLER HYDRANT NUMBER A-423 OR WATROUS PACER 250 j LOCATOR STATION (SEE DETAIL 25) 18 IN. to 0.1 FL-0.2 FT. 22 IN. EDGE OF SIDEWALK OR BACK OF CURB 12 IN. 30 INCHES MINIMUM FLOW -FILL HYDRANT DRAIN OPENINGS MUST REMAIN CLEAR OF Op o OBSTRUCTIONS 12 IN. OOOpO0 00 QOO ° Q 0° 0° 0 RESTRAINED -� JOINTS 6 INCH DIA. PIPE J 18 IN. 54 INCHES MINIMUM 66 INCHES MAXIMUM 0-0 oO_ HYDRANT GRAVEL (REF. SECTION 02644) CONCRETE BLOCK 24 INCH MIN. VALVE BOX (REFERENCE SECTION 02641) TRACER WIRE (PVC WATER MAIN ONLY) SWIVEL TEE RESILIENT SEAT GATE VALVE 8 MIL SHEET OF POLYETHYLENE THRUST BLOCK THRUST BLOCK NOTES (REF. SECTION 02644) NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN POLYETHYLENE. TITLE OF DRAWING _ '� RRVISED DATE: CITY OF FORT COLLINS UTILITIES 7/27/05 'WATER FIELD OPERATIONS FIRE HYDRANT INSTALLATION P.O. BOX 580, FORT COLLINS, CO. 80522 DETAIL (970) 221-6700 3 TON P-52 SL NCHORS FOR SETTING 1PPORT BEAM 11S DRAWING) PLAN VIEW N.T.S. FRAME & GRATING NOT SHOWN GRATING (SEE DETAIL, THIS DRAWING) RISER IS REQUIRED THE SE IS POURED WITH A -0P-LAP" JOINT. ISOMETRIC VIEW LIFTING NOTES- N.T.S. 1) 4 TON P-52 SL ANCHORS (8 REQ'D) DESIGN NOTES- 1) DESIGN LOADINGS: A. AASHTO HS-20-44, W/ IMPACT B. SOIL WEIGHT = 120 PSF C. EQUIVALENT FLUID PRESSURE - 45 PCF D. 80 PSF LATERAL EVE LOAD SURCHARGE 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 4500 PSI (MIN.) 3) STEEL REINFORCEMENT: A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 4) CEMENT: ASTM C-150 SPECIFICATIONS LEGEND A A / SECTION LINE A -A (ARROWS POINT IN J DIRECTION SECTION IS VIEWED) POLYETHYLENE BOND BREAKER UNDISTURBED SOIL TYPICAL BEND POLYETHYLENE BOND BREAKER 2/3 DIA. BEDDING MATERIAL BEARING SURFACE UNDISTURBED SOIL TYPICAL CROSS-SECTION POLYETHYLENE BOND BREAKER El "I '. BEARING SURFACE UNDISTURBED SOIL DEAD END b FOR SUPPORT BEAM [TAIL, THIS DRAWING) V P52 SL ANCHORS SECTION A -A N.T.S. 6" THICK CONCRETE SUPPORT BEAM POCKET DETAIL N.T.S. NOTES: 1. DESIGNED FOR AASHTO HS-20 LOADING. 2. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83. YLENE POLYETH �:,..':ya.:;:: •�:r' V VBEARING BOND BREAKER ..� SURFACE UNDISTURBED SOIL TEE MINIMUM BEARING SURFACE AREA (SQ. FT.) PIPE BENDS TEE OR DEAD SIZE 11 1 /4' 22 1 /2' 45' 90' END 6" 1.0 1.5 2.5 4.5 3.5 8" 1.5 2.5 4.5 8.0 5.5 12" 3.0 4.5 9.0 16.5 12.0 16" 4.8 9.6 18.9 34.7 24.5 BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. GENERAL NOTES: 1. Bearing surface areas shown in chart are minimum. 2. All fittings to be wrapped with polyethylene. 3. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. 4. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. 5. Refer to Section 03300 for concrete requirements. TITLE OF DRAWING CITY OF FORT COLLINS UTILITIES STANDARD CONCRETE HATER FIELD OPERATIONS P.O. BOX 580, FORT COLLINS, Co. 80522 THRUST BLOCKS (970) 221-6700 GRATING (SEE DETAIL, THIS DRAWING) M.A. STEPS 012" O.C. `r (NUMBER REQ'D VARIES WITH HEIGHT) SECTION B-B N.T.S. NOTES: 1. EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2 GRATE AND Ti BACK COMBINATION. OPEN AREA: 520 SO. IN. WEIGHT: 1100 LBS 2. DESIGNED FOR AASHTO HS-20 LOADING 3. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 GRATING DETAIL N.T.S. DOUBLE CURB INLET CITY OF FORT COLLINS UTILITIES STORMWATER UTILITY P.O. BOX 580, FORT COLLINS, CO. 80522 DRAWN BY: T. cox (970) 22I-6700 DATE DRAWN: 3/3/05 CAD FILE NAME: D44.d REVISED DATE: 01/18/04 DETAIL 2 DETAIL D-44 RUBBER FROST PROOF r CAST IRON LID INNER LID Ij ALUMINUM OR CAST IRON CONE SET TO FINAL GRADE FIBER METER PIT io FORD TYPE SETTER -� COMPRESSION 20" FOR 3/4" METERS 24" FOR 1" METERS WATER MAIN 00 00")00 ice/i�/i�/i�/ice/i/i✓; CORP MINIMUM OF TYPE EKE COPPER 3/4" ROCK TAP SADDLE PLACE CONCRETE JOINT ENCASEMENTS ON ALL SEWER SEE`WWlE�R\ JOINTS 10 FT. EITHER SIDE OF WATERMAIN LINE 1.5 FT. MIN. 0 FT. 2C 111111121 0 FT, MINIMUM 3000 PSI VIBRATED IN PLACE r 3 IN. MIN. (TYP.) 12 IN. MIN.-�i J } 1-12 IN. MIN. 4I ' ' 6 IN. r' PIPE O.D. I PIPE I.D. 6 IN. SEE BAR SIZING AND ` LOCATION TABLE 3 IN. MIN.-- 3 IN. MIN. 3 IN. MIN. I: 0 I 0 I N 3/4" STANDARD INTERIOR METER SETTING OFORT COLLINS-LOVELAND WATER DISTRICT APPROVED: SCALE Nrs v (970-226-3104) DATE: DETAIL PIPE I.D. NO. OF LONGITUDINAL BARS AND LOCATION 15 IN. 8 - NO. 4 BARS 3 EACH SIDE 18 IN. 8 - NO. 4 BARS 3 EACH SIDE 21 IN. 12 - NO. 4 BARS 4 EACH SIDE 24 IN. 12 - NO. 4 BARS 4 EACH SIDE 27 IN. 12 - NO. 4 BARS 4 EACH SIDE 30 IN. 12 - NO. 4 BARS 4 EACH SIDE NO. 4 BARS 4 EACH SIDE 36 IN. 16 - NO. 4 BARS 5 EACH SIDE CITY OF FORT COLLINS UTILITIES -rrrrr or DRAWING WATER FIELD OPERATIONS P.O. BOX 580, FORT COLLINS, CO. 80522 CONCRETE JOINT ENCASEMENT -_-- (970) 221-6700 EMBED D1n: or/15/DA DETAIL 9 City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED:IF City En, inee L CHECKED BY: Wa ater & stew t r Utl ity CHECKED BY: Stormwater Utility CHECKED BY: Parks & Recreation CHECKED BY: Traffic Engineer CHECKED BY: U % C N N C'4 co N co _O St 7 2 O to IR coCo �15 Vl v` 0 N N Go"« C op 6 ^ a§o V 9 MO � u n �c o C .t.. C N O O ^' S, o o ICY) 0) c c l= c Q DO i If L0 c Ta a U) N lai 000 d O 3 BQNv H t 3 Ta ow$ o2-ggQ 'RP_ IS z'oY ! t �i p =y JY VlAw�8=gs� a ^ ` C p O C o C o �^EEpo, � E o�v o (n Z W LIJ Z 00 d' J d W W Z Ur IJ IL'Q W 0 _J ON U Z J 0- W_ J �lUj O W O N 0 Q t, a> O W Q. Z 0� 2 W u; C Z O 0 0 U(0 N =LLLL -r- LL U Permit -Seal J r� J W m H O A2 CD Project Number: 187010590 Date File Name: C-605 Fdt Date JMB JAM JRG own. Chkd. Dean. YY.MM.DD Date Drawing No. C-605 Revision Sheet 0 114 of 114 C-1 282 00 VVM E 1 QU BU 44 HE SE- 2 PY CA 1 4 JU IB E— ----- --- W- 7JUBH - -2 QU MA 13 RO NW ' W W - I W W W W ■ 0 J LU HARMONY ROAD WV z 33 HE SE ■ LU LU LU L-V MA U) 5JU B 1 Q 2 PY CA I 12 QU BU 1 SY ME 23 JU IB ■ LLJ z Z U T- T T E— --E U iy UTTILI-l"LV -7 Wi, k AN' I 4w- 4803 Innovation Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design 0 U.1 z LLI LU F� OLL, 06 o CL 1: z z 0 LLJ T- UJ CL < UV) z 0 (L a W NORTH 0 Is, 30' 60' SCALE: 1"=30'-0" Designed by: JM Drawn by: JM Checked by: Drawing Name: LANDSCAPE PLAN Project Number. 3038 Sheet Date: 06/04/07 Sheet Number. L I e I 2 C%J■ 00 ■ N ■ , 80' HARMONY CORRIDOR LANDSCAPE ■ WM (SEE FRONT RANGE VILLAGE LANDSCAPE PLANS) WV 80' HARMONY CORRIDOR LANDSCAPE ■ (NOT A PART) ■ w V ❑ I 0 W :i W - E W - - -- m - W �.:: 1 • Z 0 ■ CONCRETE MEDIAN w w N CA OV ■ W � V ■ t � ■ 3 PY CA 9 JU BH. 14 CA OV 5ROHA W W- W - w ROPCISE9 HARMONY ROAD EDGE OF ASPHALT j /--2QUBLI 2QUMA /--2 JU HU / i --9 JU HU _T -6 SY ME 6SYME n ■ ■ ■ W �11 _7�/ I M E - J - -W - -- - W W PRIVATE DRIVE (HCC (WAGON) AR EXIT) ■ w 65 CA CF ■ w 18 JU HU 7 JU IB w 2QUBU 2QUMA 7JUHU _ I JU HU 11 JU HU 6 SY - w _ - Z -- = - --- - - 1 1 JU HU ■ Q - - - - 2 QU BU 22 RO WO ■ 2 PY CA 2 PY CA ■ city € f, Fort C`.fA1►, UTILI '`f 1131A23 . _nI' ;€?�I xF. APPRCIOED•^,� CHECKED EY._ CHECKED 8Y: �CHECK17D BY: CHECX; D Ey- CHECKED BY, 4W, 4803 Innovation Drive Fort Collins, CO 80525 (970)223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Q O 0i W JN F- z W W_ N W O' Or z Z Zo O W a L� Q U 0 2 g u v 0 a` ■ V) Z J O H 0 01� N N LL. d LL. W Oo F- � i-� c v u a ��k Nr NORTH 0 I5' 30' 60' SCALE: I "=30'-0" Designed by: JM Drawn by: JM Checked by: Drawing Name: LANDSCAPE PLAN Project Number: 3038 Sheet Date: 06/04/07 Sheet Number. L1e2 C-1 2 82 N 0 ■ N ■ EXISTING TREES, TYP. EXISTING EVERGREENS, TYP. ■ ■ HARMONY COPORATE CENTER (PARAGON) ■ (NOT A PART) E - —.. --. ---- - --- - �...,.. - - - -E _ - - ■ W - - - W W ■ PRIVATE DRIVE (HCC (PARAGON) ENTRANCE)w W W f - -- - - - - - w — 1 1 Ju Hu _ HARMONY ROAD _ — — — 16 RO HA N ■ 5JU16 — — — — w 2 PY CA i — _ r13 RQ WO LU L 1 CA CF I 4 PY CA — —TCA Crag — — —6 SY ME — II JU HU -2QUMA -- E 80' HARMONY CORRIDOR LANDSCAPE (NOT A PART) MATCHLINE - SEE SHEET L1.4 0� ■ sae./W / ° �� ° °�A_; L ��• ° A .. ° LU ■ I ° e ° 4 ° e ° ° d ° ° ° ° O ■ ° ° ° a ° ° ° ° ° ° ° e ° ° ° ° ° ° a e ° ° ° < a w V °a e® Z a I CONCRETE MEDIAN, TYP. ■, a e w LU ■� a ° a w �— - d �_--4' o — U n ■ W i ---- INTEL PROPERTY (NOT A PART) HARMONY ROAD City of Fart CoiiiJist Colorado UTILITY PLAN API? w07vA!,, APPROVEM City I'Jr:S P 54 CHECKED FY- CtHECKED BY.- . IUM'i15'iliC(' `�up,—y Li$Ti' �CkiECKE� t3Y•� f1—s—o� `u rSr ll��lln LW ,�im;..oi. .� I�GIL Ili iVil4 r �• ��C iEi.W Ug'64'. r Date I CHFICKED BY: ate 1VVA I L,1 ILIINIL - JLL JI ILL I L I .'+ h ■ ■ ■ L -I 4 W-e 4803 Innovation Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design O w J � W Z UJ w Z N ce J e6 J O Z Q v Z O °" 2 UJ LL Q LLJ > j3/ < U LO r W w ;, = Z g u U Ul 0 N a I U a alalal�l NORTH �Imuwmww 0 is, 30' 60' SCALE: I "=30'-0" Designed by: JM Drawn by: JM Checked by: Drawing Name: LANDSCAPE PLAN Project Number. 3038 Sheet Date: 06104107 Sheet Number. L193 C - 1 2 82 00 N ■ XISTING SIDEWALK HARMONY CORPORATE CENTER (PARAGON) --- --- ! --- --- --(NOT A PART)- --- l - — - - T T T 40 PE HA 5 PY CA- G COUNCIL TREE AVENUE ■ --- - w■ O ■ 2 GLTSK (BY OTHERS) }2 GL SK (BY OTHERS) T m RRIGATED SOD, TYP. Q BY OTHERS (D ■ --- 3 ■ CONCRETE MEDIAN ■ E ■ 1 GL SK (MITIGATION TREES - 3" CAL) w w ■ N ■ w - Z -- TT I— ■ � � 0 e Q■ ■ AVAGO ■ ENTRANCE ■ ■ ■ NOTE:TREE MITIGATION 37 TOTAL TREES ARE TO BE MITIGATION TREES OF 3" CALIPER. -15 TREES ARE LOCATED ON AVAGO'S PROPERTY. -19 TREES ARE LOCATED IN THE PARKWAY ADJACENT TO AVAGO. -3 AUSTRIAN PINES ARE LOCATED ON AVAGO'S PROPERTY. 7 AVAGO PROPERTY T ZIEGLER ROAD 15 GL SK' (MITIGATION TREES - 3" CAL) AVAGO PROPERTY \-EXISTING EVERGREENS, TYP. -5 PY CA 13QURO u 0"hy 0,141, Fort, C;olls'w� Ct F:�'!oRwD11fiB:_ CH,ECKEE', F%", CI'ECKC'D DY- *Enur:nvaterLiTty —" CHECKED BY �, w� r I�� •� _ CHECY,ED BY CHECKED BY: 44 PE HA 5HEHA EXISTING TREES, TYP. I OTHERSBY •• LU ■w V') -- w ■Q ■ GL K (MITIGATION TREES - 3" CAL) ■ ■ ■ ■ 1 4803 Innovation Drive Fort Collins, CO 80525 (970)223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Z LU LU Q O OCL 0� 2: wZ J Q W_ N � ozs W Z Q OU Q Z =g �aaaaa NORTH 0 15' 30' 60' SCALE: I "=30'-0" Designed by: JM Drawn by: JM Checked by: Drawing Name: LANDSCAPE PLAN -0ject Number: 3038 feet Date: 06/04/07 feet Number: LI.4 C-1 2 8 N f °O PLANT LIST N Qty. Key Botanical name Common Name Size Root Spacing DECIDUOUS CANOPY TREES 19 GL SK Gleditsia triaconthos inermis'Skyline' Skyline Honeylocust 6 QU CS Quercus Crimson Spire P Crimson Spire Oak 3" Cal. B&B See Plan r� 9 QU MA Quercus macrocarpa Burr Oak 2" Cal. B&6 See Plan ' 11 QU BU Quercus buckleyi Texas Red Oak 2" Cal. B&B See Plan 15 QU RO Quercus robur'Pyramich' Skymoster English Oak 2" Cal. 2" B&B See Plan Cal. B&B See Plan CONIFEROUS TREES 3 PI NI Pinus nigra Austrian Pine 8' -HT. B&B See Plan DECIDUOUS ORNAMENTAL TREES 30 PY CA Pyrus colleryona Chanticleer Chanticleer Pear 1-1 /2" Cal. B&B See Plan DECIDUOUS SHRUBS 28 RO HA 23 Rosa x horisonii Harison Yellow Shrub Rose 5 Gal. Cont. RO NW Rosa x'Nearly Wild' Single Pink Shrub Rose 5 Gal. See Plan 35 RO WO Rosa woodsii Native Pink Rose 5 Gal. Cont. See Plan 47 SY ME Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 Gal. Cont. See Plan Cont. See Plan EVERGREEN SHRUBS 56 JU BH Juniperus horizontalis'Bar Harbour' Bar Harbour Juniper 5 Gal. 142 JU HU Juniperus horizontalis'Hughes' Hughes Juniper Cont. See Plan 71 JU IB Juniperus horizontalis Icee Blue Icee Blue Juniper 5 Gal. Cont. See Plan 5 Gal. Cont. See Plan PERENNIALS & GRASSES 20 HE HA 124 CA CF Hemerocallis'Happy Returns' Calamagrostis acutiflora 'Karl Forester Dwarf Yellow Daylily Feather Reed Grass 1 Gal. Cont. See Plan 66 CA OV Calamagrostis acutiflora 'Overdam' Variegated Feather Reed Grass 1 Gal. 1 Gal Cont. See Plan 114 PE HA m Pennisetualopecuroides'Hameln' Dwarf Fountain Grass . 1 Gal. Cont. See Plan Cont. See Plan PLANT NOTES 1. QUANTITIES IN PLANT MATERIALS LIST ARE FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE QUANTITIES AS INDICATED ON THE LANDSCAPE PLANS. IF A DISCREPANCY EXISTS BETWEEN THE QUANTITY OF PLANTS SHOWN AND THEIR LABEL, THE QUANTITY OF PLANTS DRAWN SHALL TAKE PRECEDENCE OVER THE LABEL. 2. STEEL EDGER SHALL BE PLACED BETWEEN TURF AND MULCH AREAS AND BETWEEN SHRUB BEDS AND PERENNIAL BEDS. 3. LOCATE UNDERGROUND UTILITES BEFORE DIGGING. 4. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: - 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS - 15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS - 10 FEET BETWEEN TREES AND WATER, SANITARY AND STORM SEWER LINES - 4 FEET BETWEEN SHRUBS AND WATER, SANITARY AND STORM SEWER LINES - 4 FEET BETWEEN TREES AND GAS LINES 5. EXISTING TREES SHALL BE PRUNED TO CITY FORESTER MEDIUM PRUNE STANDARDS. CONTACT TIM BUCHANAN, CITY FORESTER 221-6768. 6. SOD AREAS ARE INDICATED ON PLAN. ALL OTHER TURF AREAS SHALL BE SEEDED WITH SPECIFIED SEED MIX. 7. ALL PLANTING AREAS IN MEDIANS SHALL BE MULCHED WITH 4" DEPTH CEDAR MULCH. PROVIDE SAMPLE OF MULCH PRIOR TO INSTALLATION, NO WEED BARRIER SHALL BE PLACED IN MEDIAN PLANTING BEDS. TREE PLANTING DETAIL GENERAL NOTES 1. DO NOT PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2. MARK NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. 3. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. 5. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. 5. IN SODDED AREAS, CUT SOD IN A 48" DIA. MIN. CIRCLE AND MULCH. FOR CONIFER, CUT SOD AT DRIP LINE AND MULCH. 7. IN IRRIGATED, SEEDED AREAS, HOLD SEED BACK, MIN. OF 48" DIA. CIRCLE. MULCH PLANTING PIT. 3. IN NON -IRRIGATED, SEEDED AREA, HOLD SEED BACK MIN. OF 48" DIA. CIRCLE. FORM A 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. MULCH PLANTING PIT. 4" DEPTH SHREDED CEDAR MULCH BACKFILL MATERIAL REMOVE TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. JNEXCAVATED OR COMPACTED OOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. _� 1.7Ft; 17 CHECKED €3Y: !: 9 a)i(i'17waler ktltl / I r �cfdctc! 7 E'Y -MJ 7 > t CHF..CKFI? sY: ROOTBALL DIA. SCARIFY SIDES & BOTTOM SHRUB PLANTING DETAIL EDGE OF PLANTING AREA. EDED CEDAR MULCH ILL rvu,IERIAL CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 2". CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 0� 4 — 6 7 O /D�1�1 NMET VERRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 4W,- 4803 Innovation Drive Fort Collins, CO 80525 (970)223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design Z W w 00 O2L 0� wZ J W N Z N W J 06 LLJ O }- Z CL H Or- C7 Z o U d LLI DC Q 0 ° � U u Q' U c o a w U aa ale<1 0 SCALE: Designed by- )M Drawn by: SS Checked by: Drawing Name: PLANT LIST & NOTES Project Number: 3038 Sheet Date: 06/04/07 Sheet Number. L195 C�1 282 N °e x N I STAR 148+55 .61 � � � "� � OFFSET: 122.76 L REMOVE 78 LF „= PROPOSED EDGE CURB AND GUTTER OF ASPHALT r..r -STA: 149+10.28 STA: 149+29.63 PARAGON _ - OFFSET: 126.41 L OFFSET: 113.02 L z I W I w � �ar� • .L.aL J.G.I. ._....__. . - _.. — v -< - V STA: 148+55.61 STA: 149+10.27 EXISTING EDGE OF ASPHALT 4 �j OFFSET: 75.59 L OFFSET: 76.86 L STA: 150+29.37 pp EXISTING EDGE OF ASPHALT - OFFSET: 30.13 L --- — -- IA' -m ....... .. EXISTING EDGE OF ASPHALT SECTION LINE HARMONY ROAD F PROPOSED FLOWLINE FES TO BE REMOVED # # IRRIGATION 149+00 --- ..-_. . - _ _ �____ _ _—. _ _ - --- -- 152 , 150+00 151+00 STA: 153+67.11 OFFSET: 27.06 R EXISTING EDGE OF ASPHALT [91110--mUl'r T -- — GT E. e A EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) EXISTING WATERLINE (PROTECT IN PLACE) O2 EXISTING SANITARY SEWER MANHOLE (ADJUST TO GRADE) EXISTING CULVERT (PROTECT IN PLACE) < EXISTING ELECTRIC BOX (PROTECT IN PLACE) ® EXISTING WATER VALVE (ADJUST TO GRADE) < EXISTING TRAFFIC SIGNAL TO BE REMOVED AND SALVAGED �9 EXISTING CONCRETE TO BE REMOVED <yl EXISTING ELECTRIC BOX TO BE REMOVED/RELOCATED (OR AS SHOWN) <� EXISTING HYDRANT TO BE REMOVED/RELOCATED EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) <8> EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) L „ i= o EXISTING EDGE OF ASPHALT v` L o, im m 0 o� nx u � i� �g N � REMOVE CONCRETE SIGNAL POLE` CHANNEL AND PIP HEADWALL 1 i t Y 1 EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) EXISTING CATV PEDESTAL TO BE REMOVED/RELOCATED EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) MATCHUNE ON SHEET C-057 I y i RELOCATE EXISTING FT COLLINS FIRE ® EXISTING WATER MANHOLE (ROTATE/ADJUST TO GRADE) EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) Q EXISTING WATER ARV TO BE RELOCATED EXISTING STORM MANHOLE (ADJUST TO GRADE) EXISTING SECTION/SURVEY MONUMENT (ADJUST TO GRADE OR REINSTALL) EXISTING ELECTRIC MANHOLE (PROTECT IN PLACE) EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED BY OTHERS ® EXISTING CP TEST STATION RESET TO GRADE •1611' CONGKE IE IKKIGA I IUN STRUCTURE TO BE MODIFIED SEE DETAIL SHEET C-603 A: 1 ET: 2.09 R STA: 155+27.57 NOTES 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. KEY MAP 0 30• 45• 60- 1:30 %A& > X x vx ." SAWCUT & REMOVAL OF EXISTING ASPHALT _i_L < < L __L .. REMOVAL OF EXISTING CONCRETE LL_t LLLi L_! PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS — LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PLAKI APPROVAL APPROVED: Z City Engineer l t at CHECKED BY: Wa & Wastewater tility Da e CHECKED BY: N A Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date F— F— flr z W L z W 00 O d W LLI 6 0 Z Ur off W JZ J Oro wg J J w- Of W N LLI U pO }� o IL O F— LLI O C 3i p WNy of 2z x O U r d 0 Pertnit-Seal Project Number: 187010590 File Name: C-055 Fdp Er C� �CN Q J � z oes d Z Z 00 F_ Q OV O WW � 0 � JMB JAM TW Own. Chkd. Dsan. YY.MM.DD Drawing No. C-055 Revision Sheet 0 12 of 114 C-1 282 ORMOL SHIM - AMH 0 -G N C0 N 'II POC 1 1a SIZE: 3/4-INCH PRESSURE: 80 PSI FLOW: 10 GPM (1)3" SLEEVE, ON' SLEEVE c IRRIGATION LEGEND O BUBBLER LATERAL LINES ARE SHOWN THROUGH TREES FOR CLARITY. CONTRACTOR SHALL STAY AWAY FROM TREE CENTERS AND ROUTE LATERAL PIPE NEXT TO TREES. l \ 1 I EXISTING ROADWAY SLEEVES: HDPE PIPE 0 BUBBLER ASSEMBLY RAINBIRD 1401 SERIES ON 1804-54I-I-PR5 BODY PRESSURE 30 PSI FLOW: 0.25 GPM � SLEEVES: SCHEDULE 40 PVC AO IRRIGATION CONTROLLER UNIT: MAINLINE PIPE: CLASS 200 PVC CONTROLLER A: AQUA CONSERVE ET-8B: 3 STA. USED (1.25-INCH SIZE UNLESS OTHERWISE INDICATED) CONTROLLER B: AQUA CONSERVE ET-8B: Co STA. USED CONTROLLER C: AQUA CONSERVE ET-SB: 5 STA. USED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING 15 DIAGRAMMATIC) r — INDICATES CONTROLLER AND STATION NUMBER LATERAL PIPE TO TREE BUBBLERS: CLASS 200 PVC 10 INDICATES LATERAL DISCHARGE (GPM) ll-INCH SIZE UNLESS OTHEW15E INDICATED) INDICATES VALVE SIZE (INCHES) E"— POINT -OF -CONNECTION (P.O.C) ASSEMBLY - INDICATES SPRINKLER RISER POP-UP HEIGHT ❑M WATER METER AND CURB STOP ASSEMBLY, N.I.0 (4-INCH UNLESS OTHERWISE NOTED) m BACKFLOW PREVENTION ASSEMBLY + APPROXIMATE TREE LOCATIONS jN ISOLATION GATE VALVE ASSEMBLY G QUICK COUPLING VALVE ASSEMBLY ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP LATERALS <J�% FLUSH CAP ASSEMBLY AND INDICATOR FLAG HARMONY ROAD CONTROLLER 120 VAC POWER REQUIRED HARMONY ROAD 1 CONSTRUCTION NOTESx,,� r Fr°t"cj 1 O THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POG) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. C9f`•^,i C ', 18 CONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT �) THE APPROXIMATE LOCATION SHOWN. INSTALL ISOLATION (;},ECKi•(7 DY; GATE VALVE AND ROUTE MAINLINE AS INDICATED. FIELD `nrenwatGr t11ty�' . " "` ?i LOCATE EXISTING VALVE WEST OF POC, ROUTE NEW CONTROL fr}SFG}C; t}Y. WIRE TO EXISTING VALVE FROM NEW CONTROLLER. COORDINATE LOCATION OF VALVE WITH CITY OF FORT t ` ;turi `T1'1 '^ COLLINS IRRIGATION STAFF, OPEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE CHECKED BY. APPROXIMATE LOCATION SHOWN PER DETAILS. INSTALL _ RAIN/TEMPERATURE SENSOR ON POST PER DETAILS. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT 40 IS ACCESSIBLE H/NES IRRIGATION CONSULTANTS /NC FOR MAINTENANCE. FINAL LOCATION TO BE � 1 APPROVED BY OWNER'S REPRESENTATIVE. arsr�t eearav AND w ren MANAGEMENT aenvrcea 323 W. DRAKE R0, suiTe 204 OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 CLARITY. INSTALL IRRIGATION COMPONENT WITHIN Fax: 970.226.4662 LANDSCAPED AFRFA ■w ■ On ■w ■ c0 w ■ ,:: ■ O ■ ■ ■ ■ ■ ■ ■ ■ ■ qw, 4803 Innovation Drive Fort Collins, CO 80525 (970)223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design 0 z N N Q Q N 11J O O LU W J N W z 0"' z z o1 Z o UO O E �O Z LL LU d U_ J 00 3 vo o d U 8 aad NORTH �Imi 0 is, 30' 6V SCALE: 1 "=30'-0" Designed by: MLP Drawn by: MU, Checked by: JRH Drawing Name: IRRIGATION PLAN •oject Number. 3038 feet Date: 5/15/07 feet Number. IR1.1 C.1 282 nl ■ 100 CAI W ■ ■ LLJ ■ WLLI ■ z ■ Q■ WV F11 I� G • IRRIGATION LEGEND WV Le 3 BUBBLER LATERAL LINES ARE SHOWN THROUGH TREES FOR CLARITY. CONTRACTOR SHALL STAY AWAY FROM TREE CENTERS AND ROUTE LATERAL PIPE NEXT TO TREES. HARMONY ROAD �� . EXISTING, ROADWAY SLEEVES: HDPE PIPE 0 BUBBLER ASSEMBLY RAINBIRD 1401 SERIES ON 1804-54M-PR6 BODY PRESSURE 30 PSI FLOW: 0.25 GPM SLEEVES: SCHEDULE 40 PVC O IRRIGATION CONTROLLER UNIT: MAINLINE PIPE: GLASS 200 PVC CONTROLLER A: AQUA CONSERVE ET-8B: 3 STA. USED CONTROLLER B: AQUA CONSERVE ET-55: ro STA. USED (1.25-INCH SIZE UNLESS OTHERWISE INDICATED) CONTROLLER C: AQUA CONSERVE ET-55: 5 STA. USED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT IS DIAGRAMMATIC) r---INDICATES CONTROLLER AND STATION NUMBER POLYETHYLENE (3/4-INCH SIZE, ROUTING LATERAL PIPE TO TREE BUBBLERS: GLASS 200 PVC �— INDICATES LATERAL DISCHARGE (GPM) AO (I -INCH SIZE UNLESS OTHEWISE INDICATED) 1" INDICATES VALVE SIZE (INCHES) �..-- POINT -OF -CONNECTION (P.O.C) ASSEMBLY INDICATES SPRINKLER RISER POP-UP HEIGHT WATER METER AND CURB STOP ASSEMBLY, N.I.0 (4-INCH UNLESS OTHERWISE NOTED) m BACKFLOW PREVENTION ASSEMBLY + APPROXIMATE TREE LOCATIONS N ISOLATION GATE VALVE ASSEMBLY p QUICK COUPLING VALVE ASSEMBLY ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP LATERALS FLUSH CAP ASSEMBLY AND INDICATOR FLAG G-4 3 HARMONY ROAD CONSTRUCTION NOTES OTHE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 18 CONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT THE APPROXIMATE LOCATION SHOWN. INSTALL ISOLATION GATE VALVE AND ROUTE MAINLINE AS INDICATED: FIELD LOCATE EXISTING VALVE WEST OF POC, ROUTE NEW CONTROL WIRE TO EXISTING VALVE FROM NEW CONTROLLER. COORDINATE LOCATION OF VALVE WITH CITY OF FORT COLLINS IRRIGATION STAFF. OPEDESTAL MOUNT THE IRRIGATION CONTROLLER'AT THE APPROXIMATE LOCATION SHOWN PER DETAILS. INSTALL RAIN/TEMPERATURE SENSOR ON POST PER DETAILS. GTI:PICAL POWER TO THE CONTh20LLER WITH a (Mr. 1tG: e'er".:'.S:N'li�Yai;l�I •�--aJ;Fi;. ^"- C1`Y C;i+. ic,. i. A.....,g.) �if�.�... wl,r0T11 71Y. :[Mils, 4-Si(jl n.(:�.r� ��)d.Cc. �"•.. CHFCt ED BY, COORDINATE ELE THE OWNER'S REPREeaENTATIVE, CARE SHOULD BE TAKEN TO - -- INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT WIVES IRRIGATION CONSUL lANTS INC. IS ACCESSIBLE FOR MAINTENANCE. FINAL LOCATION TO BE00 APPROVED BY OWNER'S REPRESENTATIVE. 1 SYSTEM DESIGN AND WATER MANADEMENT SERVICES O 323 W. DRAKE R0, SUITE 204 FOR 3 IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR FORT COLLINS, coLoRAoo aoszs CLARITY. INSTALL IRRIGATION COMPONENT WITHIN Telephone: 970.282.1800 LANDSCAPED AREA. Fox. 970.226.4662 1 <EY MAP NOR7H r a I • ,• V m LLJ � Orf' U of (03" SLEEVE, (UI" SLEEVE ■ ■ 1 4803 Innovation Drive Fort Collins, CO 8OS25 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design U z cn N 0 off Q LU 0 p I— IQl� LU LU W J F— N 11J z W W vj z N o 0 01 uo �o z OLU(N o 1: Z LLJ a LL OJ O Q u z� u 2 g u° i; d .o c v Ii U �a a aaa Nr NORTH 1 15' 30, 60' KALE: 1 "=30'-0" )esigned by. MLP )rawn by: MLP -hecked by: JRH )rawing Name: RRIGATION PLAN Project Number: 3038 Sheet Date: 5/15/07 Sheet Number. IRI.2 C - 1 28 N N ■ ■ ■ r- ■ NLLJ ■ LLJ ■ U ■ LL w ■ W IF z _j U Q ■ ■ ■ ■ x H MONYOPORATE CENTER PARAGON (NOT A PART) (PARAGON) M (1)SLEEVE{ (1)I1" SLEE 1 __...1 _ _. G ... 1 MATCHLINE — SEE SHEET IR1,4 ■■■■■■ ■■■I i �Mlww 0 0 Ld CD N N HARMONY ROAD IRRIGATION LEGEND z,7\_7 EXISTING ROADWAY SLEEVES: HDPE PIPE K BUBBLER ASSEMBLY RAINBIRD 1401 SERIES ON 1804-SAM-PR6 BODY = SLEEVES: SCHEDULE 40 PVC PRESSURE 30 PSI FLOW: 0.25 GPM MAINLINE PIPE: GLASS 200 PVC OA IRRIGATION CONTROLLER UNIT:CONTROLLER (1.25-INCH SIZE UNLESS OTHERWISE INDICATED) A: AQUA CONSERVE ET-85: 3 STA. USED CONTROLLER B: AQUA CONSERVE ET-815: 6 STA. USED CONTROLLER C: AQUA CONSERVE LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT ET-SB: 5 STA. USED POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) r---- INDICATES CONTROLLER AND STATION NUMBER LATERAL PIPE TO TREE BUBBLERS: CLASS 200 PVC N-INCH SIZE UNLESS OTHEW15E INDICATED) Al �— INDICATES LATERAL DISCHARGE (GPM) 10 �— POINT -OF -CONNECTION (P.O.C) ASSEMBLY „ �-- INDICATES VALVE SIZE (INCHES) ❑M WATER METER AND CURB STOP ASSEMBLY, N.I.0 INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) m BACKFLOW PREVENTION ASSEMBLY + APPROXIMATE TREE LOCATIONS H ISOLATION GATE VALVE ASSEMBLY G QUICK COUPLING VALVE ASSEMBLY ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP LATERALS FLUSH CAP ASSEMBLY AND INDICATOR FLAG CONSTRUCTION NOTES OTHE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 1a CONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT THE APPROXIMATE LOCATION SHOWN. INSTALL ISOLATION GATE VALVE AND ROUTE MAINLINE AS INDICATED. FIELD LOCATE EXISTING VALVE WEST OF POC, ROUTE NEW CONTROL WIRE TO EXISTING VALVE FROM NEW CONTROLLER. COORDINATE LOCATION OF VALVE WITH CITY OF FORT COLLINS IRRIGATION STAFF, OPEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN PER DETAILS. INSTALL RAIN/TEMPERATURE SENSOR ON POST PER DETAILS. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY. INSTALL IRRIGATION COMPONENT WITHIN LANDSCAPED AREA. INSTALLATION GENERAL NOTES 1• THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC 1. PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI, AT A THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE MINIMUM DISCHARGE OF 10 GPM AT EACH 0.15-INCH INSTALLATION OF IRRIGATION SLEEVING WITHIN MEDIANS. POINT -OF -CONNECTION, AND A MINIMUM FLOW OF 25 GPM AT SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. EACH I -INCH (P.O.GJ VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE 8, INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND IN ACCORDANCE WITH ONE NATIONAL ELECTRIC CODE AND RELATED WORK PRIOR TO CONSTRUCTION. ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES, 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 5. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF NOT SIZE NOTED IN THE LEGEND. DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH 10. INSTALL TWO (2) 014 AWl'G CONTROL WIRES FROM CONTROLLER OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES THE OWNER'S REPRESENTATIVE. INCASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX. 5- THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION AIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS, USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. ro. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. . •� •�.• ^m Y., mom+/ .-w sf,t WM+%.^N! j p E1x 4W5,�A✓" - ter vtl ;t,y — CHECKC'D5 y r, ,CHECKED Dad, CHECKED D;Y Wfl A H/NES /RR%GAT/ON CONSUL rM, S, Na SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 KEY MAP NORTH �I IR .1 =Z i I ' . 4803 Innovation Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design U Z N Q N W O oC O Ce W W W J F- Z N L1J w w vi Z N o O .._I p 001 CL Z �o OW o z Vf U_Z ILLIQ IL J 00 Q cUil z U ~ g O U 0 V � o C v a` U aaa NORTH 0 I5' 30' 60' SCALE: I "=30'-O" Designed by: MLP Drawn by: MLP Checked by: )RH Drawing Name: IRRIGATION PLAN 'roject Number. 3038 heet Date: 5/15/07 heet Number: IRI.3 1% C%j 00 0 C%j 0 Fr-'-11 'A 0 M <N (-D ■ LLI ■ LLJ z ■ U < ■ LL- A■ COUNI'll— TREE (I)V SLEEVE, (14" 5LEEVE E TR NCE M Poc 3 SIZE: 3/4-INCH PRESSURE: 80 PSI FLOW: 10 GPM \-�®CPONTROER RELhLER 20 V C POVQUIRED j EXISTING (1)3" SLEEVE, (1)1" SLEEVE 00 23+00 3 ZIEGLER ROAD 26+00 �771� I 25+00 AVAGO PROPERTY vY A V0C1 TAr 11,1014 APPROV41, --7 rpil-F :C'1CI) BY:- "-D DY,'.' . ..... Mimo ,Y 71) BY, VT11) r'V: CKEDBY:- V 27+00 KEY MAP ONNOR 1 i r I 28+00 29+00 i. 4w- 4803 Innovation Drive Fort Collins, CO 80525 (970) 223— 7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design co 0 D 9 aaa NORTH �I�Imwlp� 0 is, 30' 60' SCALE:r=30'-0" Designed by:MLP Drown by: 111-13 Checked by: JRH swing Name: LIGATION PLAN oject Number: 3038 eet Date: 5/15/07 eet Number: IRIA. 282 OD AIR- INJECTION PORT, 1/4-INCH DIAMTER MAX. I VALVE BOX — WTH COVER ARMOR 181104 (I OF 2) STOP EXPANDED METAL ENCLOSURE: STRONGBOX 81313C-30AL OR GUARDSHACK GS-2 REDUCED PIRESSURE 15A MCW PREVENTER: FE5CO MODEL 825YA (812ER PER PLAN) DRASS UNION 3/4-INCH MALE ADAPTER WITH PVC CAP 1-1/4-INCH TYPE L COPPER 2-1/2-INCH SLEEVE (I OF 2) FINISH GRADE 6-INCH CONCRETE PAD, 6-INCHE6 L4R3ERTHAN ENCLOSURE (EACH SIDE) SCH 40 PVC MAMIP_ E TO MASTER VALVE 1-I"-INC44 SC" 40 PVC MALE ADAPTER COPPER FEMALE ADAPTER 1-1"-INC14 TYPE K COPPER FROM CURB STOP PER CITY STANDARDS NOTES: I. INSTALL DACMow DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 2. SLOPE TOP SURFACE OF PAD AT OS % WITH BROOM FINISH. MAKE PIPE SLEEVES WTH 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. 4, ALL 101 JOINTS SHALL ME CONTINUOU8 AND GROUND SMOOTH. 60" BACKFLOVI ASSEMBLY REVENTION SINGLE OUTLET DRIP EMITTER ASSEMBLY POST -MOUNTED ASSEMBLY I/4" - XBF3 TEE RANBIRD 1/4" DISTRIBUTION TUBING (I Of 2) RAINBIRD PC DIFFUSER (I of 2) XB-IOPC EMITTER (I of 2) 1/4" TUBING STAKE TS-025 (I of 2) DRIP TUBING RAIN/TEMPERATURE SENSOR: AQUA CONSERVE RTS-2. SET ADJUSTMENT TO I/8TH INCH. MOUNT SECURELY TO POST VALVE BOX WITH COVER ARMOR 181104. BRAND LID WITH IRRIGATION COMPONENT (GV) ADE VC CL 200 PIPE (LENGTH aU1RED NIMUM DEPTH OF 3/4-INC44 D GRAVEL OF 2) _VE: HAMMOND 0661 TO MATCH MAINLINE) NLINE 40 MALE ADAPTER NOTES: I. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. ISOLATION GATE VALVE ASSEMBLY LANDSCAPE, BY OTHERS NETAFIM 10-F-01 OPERATIOW PRESSURE INDICATOR SET DRIP IRRIGATION TUBA NOTE: I. INDICATOR FLAG RAISES TO W DEGREES WHEN PRESSURE REACHES 10 PSI OR MORE. INDICATING THAT THE SYSTEM IS OPERATING. 2. CONTRACTOR TO INSTALL INDICATOR IN A VISIBLE AREA. LABEL CONTROLLER WITH 4" HIGH VINYL LETTERING. (LABEL PER PLAN) CONTROLLER: AQUA CONSERVE PER LEGEND 6X6 TREATED REDWOOD POST FINISH GRADE CONTROL WIRES TO ELECTRICAL VALVES Y, BARE COPPER GROUNDING WIRE TO BRONZE CLAMP COPPER CLAD GROUNDING ROD (5/8" X V) PAIGE ELECTRIC PART NUMBER 182001. NTROLLER DRIP INDICATOR ASSEMBLY NOTES: I. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALL GROUNDING ROD AT LEAST 8' FROM CONTROLLER FOR SURGE PROTECTION. 3. UTILIZE PAIGE ELECTRIC "ONE-SHOT" WELDING KIT, PART NUMBER 1820031. 4. INSTALL ONE (I) DRIP EMITTER FROM NEAREST DRIP VALVE IN VALVE BOX HOUSING GROUNDING ROD. VALVE BOX WITH COVER: ARMOR 181104. BRAND LID WITH IRRIGATION COMPONENT (CC1 ,c FINISH GRADE I-MC'H QUICK COUPLING VALVE: I RAIN BIRD 5LRC STAINLESS STEEL WORMGEARS (I OF 2) 2"4"44" REDWOOD STAKE 3-INC44 DEPTH OF 3/4-INC4 00 0 oL WASHED GRAVEL O� 0 O� � O O Opp �C:1 C) BRICK (I OF 2) SCH 80 PVC NIPPLE, TOE (LENGTH VARIES) PRE -FABRICATED SOIINCs JOINT: LASGO NO. GI31-208 PVC MAINLINE PIPE SCH 40 PVC TEE OR EL WITH FPT OUTLET QUICK COUPLING VALVE ASSEMBLY 4-INCH POP ASSEMBLY '1H BED. BIRD PRESSURE COMPENSATING L-CIRCLE BUBBLER, 1401 MODEL WITH INBIRD PA-80 ADAPTOR H GRADE. BIRD I800 SERIES SPRAY HEAD R LEGEND BIRD MODEL • SP-100 SWING PIPE. BIRD MODEL • SBE-050 SPIRAL +RB ELL. LATERAL LNE. P BUBBLER UTILITY PLAN APPROVAL Ci:y f.�fCC fl CG I CHECKED BY: ^. i;;r & ;2Sicvr :a;T litilily DimC CHECKED BY: wrnwwer a fty CHECKED BY: CHECKED BY: CHECKED BY: 4 LINEAR LENGTH OF WIRE, PROOF CONNECTION (I OF 2) r ID TAG FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: ARMOR 190106 BRAND LID WITH VALVE NO. REMOTE CONTROL VALVE: RAIN BIRD PVC BALLVRIALVE PVC SCH 40 EL (I OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) APPROVED GEOTECH FILTER FABRIC EXTEND loll UP BOX WALL. BRICK (I OF 4) PVC MAINLINE LOOP I' OF 2 SPARE WIRES IN VALVE BOX PVC SCH 40 TEE OR EL 3.0-INCH MINIMUM DEPTH OF 3/4-INC44 WASHED GRAVEL PRESS. REGULATOR 4 Y-STRAINER RAIN BIRD NO. PSI-M40X AND QKCHK-100 NOTEL USE BARBED NSERT FITTW-25 ON DRIP LATERAL PIPE WITH HOSE PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AR PINCH CLAMPS ARE NOT ACCEPTABLE. 2. UTILIZE RAIN BIRD XCZ-100-15-COM DRIP VALVE ASSEMBLY. 3. UTILIZE RAIN BIRD XCZ-LF-100 FOR LOW FLOWS UNDER 3.0 GPM. REMOTE CONTROL DRIP VALVE ASSEMBLY MINES IRRIGATION CONSULTAWS , NC. SYSTM O[fl61AI A/O rA7a YAMAplMlNr IIRrim 323 W. DRAKE RD, SURE 204 FORE DOWNS, CXORADO W526 TMeOh 970.282 IWO Flu: 970.226.4662 4m- 4803 Innovation Drive Fort Collins, CO 80525 (970) 223-7577 fax (970) 223-1827 Landscape Architecture Urban Design Graphic Design LU L w 00 Q O � Lu Z J Q W_ N � 06 W CL Z Q O E V) 0 Q Z =g u Y 'o d W- z N w 'O W w 0Y Lin Z J a 0 O 0~ UU to LL Z LL J OJ 0 rLL i� C d U 0 SCALE: NTs Designed by: MLP Drawn by: MLP Checked by: JRH Drawing Name: IRRIGATION DETAILS Project Number. 3038 Sheet Date: S/15/07 Sheet Number. IRLS C-1 T v PROPOSED FLOWLINE Eli 9p 163+00 164+00;=165+00 # .". � STA: 164+4.34 � OFFSET: 17.24 R } STA: 164+81.47 W _h-- OFFSET: 17.60 R �� 1 z � i 11 zu T WV - X I al"t t $ L k n tSt4 -T,_ i.. B I N - EXISTING EOP PROPOSED EDGE OF ASPHALT HARMONY ROAD 16 iw` F i"•"' STA: 16 SET: 18.14 R OFFSET: REMOVE WATER METER P�61? CC.,__ ATE WATER METER \ COORDINATE WITH FCLWD COORDINATE WITH FCLWD 171 (- W 2 ` U m EXISTING EOP PROPOSED EDGE OF ASPHALT 170+00 171+00 n < _ EXISTING EOP SECTION LINE_/ STA: 170+54.30 OFFSET: 77.58 R N ° o m EXISTING ROW PROPOSED EDGE OF ASPHALT z rn � � 1 �a i.. �o N u �g i� DRIGRYL SNEEr - ARCH D 172+00 EXISTING ROW EXISTING EDGE OF ASPHALT 167+00 Li SECTION LINE -------- - - - -� EXISTING ROW ---- - - - < EXISTING MAILBOX TO BE REMOVED/RELOCATE O7 EXISTING WATER METER TO BE REMOVED/RELOCATED 11 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING CULVERT (PROTECT IN PLACE) Q EXISTING POST TO BE REMOVED ® EXISTING WATER VALVE (ADJUST TO GRADE) EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) EXISTING ROW HARMONY ROAD 173+00 EXISTING ROW EXISTING EOP 174+00 0 D EDGE OF ASPHALT 168+00 169+00 EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASPHALT NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. 175+00 176+00 . qW A �a lZ W Rll>^ A 1 _ SCALE: Lid Q r=soo• O 11b lz W J W - �+ N n ��•• d6 eN : '. 055� 055 056 ' 056 HARMONY ROAD KEY MAP N 0 30' 45- 60' 1:30 SAWCUT do REMOVAL OF EXISTING ASPHALT C,L_i_—L.�_.i i REMOVAL OF EXISTING CONCRETE LL L-, t,- L"_ L_L PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT 177+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PL N APPROVAL APPROVED: City Engineer D CHECKED BY: Wa r & Wastewate tility Da e CHECKED BY: ti A. Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date s c in N 00 E0 LQ� oCSo� 02 0 �ta$t N v U N N a t N 0 0 a° a 4i O O 01 0 C N U N w I?i o 0 N li 00 H li 3 L O a p 2'3— o�= .pOY as 8 C p�p���N C �v oFin° 0 I$ 1 CO I— CW LW Z LL (LW -W N Jp Z o� Of WQ W J ON U &)- J 0— W_ J Lu Of po LL W N } (DZ o o w of O W _ C 0 C) U U) 2 W U- U Permit -Seal 44P�p0RE.T 33774 Project Number. 187010590 File Name: C-056 Fdp Me JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-056 Revision Sheet 0 13 of IVq C.1 28 2 �tl m U -- m� i� CU X I CO 65 C - — ¢ - — — m m 0 �� I W E -0 --�-- — �-- — — (�- — -*#— — ' — �_ _ o m i m m m m m m _ (� o EXISTING ROW m m m D m� m 1 _ -- a- Dewmta DIET - ARCH D z�..FISTING ROW — — — - - PROPOSED FLOWLINE 1�, 1O EXISTING TREE TO BE REMOVED O2 EXISTING SANITARY SEWER MANHOLE (ADJUST TO GRADE) 6O EXISTING ELECTRIC POLE TO BE REMOVED BY OTHERS (SEE NOTE 1) O EXISTING ELECTRIC BOX TO BE REMOVED/RELOCATED (OR AS SHOWN) 11 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) N G Cr 1 1 1 EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) EXISTING WATERLINE (PROTECT IN PLACE) EXISTING CULVERT (PROTECT IN PLACE) EXISTING CULVERT TO BE ABANDONED OR REMOVED EXISTING WATER VALVE (ADJUST TO GRADE) EXISTING CONCRETE TO BE REMOVED EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) EXISTING CATV PEDESTAL TO BE REMOVED/RELOCATED EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) G O oc SCALE: P=5oo, J , N Lu ' ..:._' 054 = 055� -0554056 HARMONY ROAD KEY MAP -Now— z — 1 1 ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) EXISTING WATER CURB STOP TO BE REMOVED/RELOCATED EXISTING STORM INLET (REMOVE/RELOCATE) Q1 EXISTING CP TEST STATION (PROTECT IN PLACE, ADJUST TO GRADE) EXISTING ELECTRIC POLE (PROTECT IN PLACE) r ROPOSE[5 FLOWLI � p =l I� RESET Ali &, %N 1 REMOVE \ 1 „ AND LIGHT POLE EAST EXISTING RIPRAP L— COORDINATE WITH — CITY ,� AND AVAGO x x x Q H I Q z O W W i EXISTING STORM CONNECTION TO FRONT RANGE VILLAGE (PIP) FES REM BY FRV FRV ROW --\ 0 NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. 0 30' 45' 60• 1:30 �. SAWCUT &REMOVAL OF EXISTING ASPHALT -Ci L [ I I L- REMOVAL OF EXISTING CONCRETE PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT NOTE: REFER TO LANDSCAPE PLAN FOR TREE PROTECTION, TRANSPLANT TREES, AND TREE REMOVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P APPROVAL APPROVED: ell City Engi eer Da e CHECKED BY: a &Wastewater tility Da CHECKED BY:- Al. A Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date n Ln N 00 a E� �� -0 ag :3 o ui �oeo�wp C U M ONO ONO E o v$ o O ui 0� u U •CN Oo C P N o'rnrn 00 `" N ea. m rn r 0 , x s 's ovo N tL 000'T L? at ocoe�$ / e W2. w o w N c�0 0 pp Fwo$ Fv lain o f � C0 z F 1 W 2w w Op Of .J d W W z w wg 0 CD -jZ ON w W N w w O LL 0 >- z CD o LL ' }W o F- F— w 2 D_ c z o 0 U d CO =Ili r IL. U Permit -Seal RUA I i Of J 0 w IV J CQ z Zg Cq5a Z Z 00 1l— � � U 00 d I� Of I Project Number. 187010590Number. 187010590 File Nome: C-057 Fdp JMB JAM Tw __DWW Chkd. Dsen YY MM DD Drawing No. C-057 Revision Sheet 0 14 of 114 C-1 28 2 00 x 2 EXISTING SANITARY SEWER MANHOLE (ADJUST TO GRADE) EXISTING MAILBOX TO BE REMOVED/RELOCATE EXISTING ELECTRIC BOX (PROTECT IN PLACE) EXISTING ELECTRIC POLE TO BE REMOVED BY OTHERS (SEE NOTE 1) EXISTING WATER METER TO BE REMOVED/RELOCATED EXISTING ELECTRIC BOX TO BE REMOVED/RELOCATED (OR AS SHOWN) EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) cp c �Ild N I �t 1 xS_ R a xr + SLEEVE SERVICE UNDER PROTECT AND I I r rl WALL. CONNECT RELOCATFtt ) TO HOUSE STUB LILAC BUSO'' t4924 --PER-OWNER �" t# , PROV DE 4.5 FT -�RECTION� � r, '� �MINCOVER I� � ' I / y, EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) 4 EXISTING WATERLINE (PROTECT IN PLACE) EXISTING CULVERT (PROTECT IN PLACE) ® EXISTING WATER VALVE (ADJUST TO GRADE) �1 EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) EXISTING STORM MANHOLE (ADJUST TO GRADE) EXISTING CP TEST STATION TO BE RELOCATED ® EXISTING ELECTRIC POLE (PROTECT IN PLACE) Z PROPOSED DRAINAGE, O GRADING, UTILITY EASMENT 0 PLUG EXISTING 18" I Q RCP STUB OUT WITH O CONCRETE TO MH II ■ 0 \ I PROPOSED OVG TO MAIN RETURN METER �` �� � v LIMITS OF J TO FCL P ..� WD i- � ,'" CONSTRUCTION j y I — _ FLINE7 PROPO �\��a�II .. / Y� I 1 p 3+00" 34+00 M - _ li II Z AC oRMk SHEET - ARCH D — �— --�t SALVAGE AND RESET 200 LF PVC FENCE i WITH OWNERS DIRECTION t t j r r' .S EXISTING EOP:; Lr r EXISTING SANITARY LINE, SEPTIC TANK & LEACH FIELD TO BE REMOVED { -' FIELD VERIFY LOCATION c CONNECT PROPOSED SANITARY SEWER SERVICE TO EXISTING HOME TRAFFIC RATED MH COVER EMOVE WATER SERVICE u k r � x 5+00 .. _. E 36+00 EXISTING EOP 3 CONTROL LINE ~ ._.4" SANITARY SERVICE T TO 30" CITY OF FORT OLLINS MAIN I N V=4909.52t n CONTACT CITY FT COLLINS — . UTILITY Z21_-6700_awt 1-79i6 3 Y-- iT— pr.. It EXISTING ROW J—_ I f I I NOTES; 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. — (4925) 11� __-__...... SA ---- -- SA _ - 38+00 39+00 E - t �; r. : t _ i - a � M `SFr' L0 Q �O SCALE: C r-soo, °C W J a YJ LA fV c - O KEY MAP 0 30' 45' S0' 1:30L■-■■■� X x X SAWCUT & REMOVAL OF EXISTING ASPHALT _L.i_ [.w REMOVAL OF EXISTING CONCRETE r_L.t_r_ PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL APPROVED: 4Dt City Engineer 1 CHECKED BY: 4(m' Wa &Wastewater lity D' ate CHECKED BY: * A - Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 0) N V? N GO o A E 2O = pNj N�j 7 �(O ots8 C 90 N N E r7 00 co E e U` N a �00) �I — C (V w cxa 9 CS 0 Cn CSIQO H lei A 8 a N V _0 0,2'- 0— Est Q Ypga o .e ,2201C C SS—rFo� O3' oN \\\\ U C I u �v OF VI. I� I Y I� vJ H Z w Z W 2 OX, O W y � w J Z J J O U fV rn U w — W Of w CD O0 ad o }Z 0w o� s x crO U U (n = LL. r I° N U Permit -Seal � 16�Lr�o �AL Project Number. 187010590 File Nome: C-058 Fdp r 8 3 I 0 Ae Of w J 0 _w N J CQ Z ,6 a Z Z OLj Q OV O ww JMB JAM Tw �n. Chkd�an. YY.MM.DoChkd��n. YY.MM.Do Drawing No. C-058 Revision Sheet 0 15 of 114 C-1 26 2 40+00 T w :3 w 0 UJ T1 FE SA 47+00 Z ..... ------ ------ 0 O o e6 ORICIN& SKEET — ARM 0 F . p=451 E — — T T c:i - ------ - -- w E- -T EXISTING ROW SA-- ----- 0 0 0 0 x XE 3E 3F 3E------- )< --------- X X 4( ------- 4( — -------- ---------- EXISTING ROW O EXISTING TREE TO BE REMOVED <9> EXISTING SANITARY SEWER MANHOLE (ADJUST TO GRADE) <9> EXISTING ELECTRIC POLE TO BE REMOVED BY OTHERS (SEE NOTE 1) <�> EXISTING WATER METER TO BE REMOVED/RELOCATED <�> EXISTING ELECTRIC BOX TO BE REMOVED/RELOCATED (OR AS SHOWN) 3 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) -T- SA 48+00 SA — SA 49+00 T 0 EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) <0> EXISTING WATERLINE (PROTECT IN PLACE) <�> EXISTING CULVERT (PROTECT IN PLACE) 0 EXISTING WATER VALVE (ADJUST TO GRADE) <* EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) <0> EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) EXISTING FENCE TO BE REMOVED\RESET T— Fm-1- EXISTING EOP SA 50+00 -T`1 0'' Lt %114'oe , V�'141 i I -I F-qEXISTING ROW LIMITS OF CONSTRUCTION Sam T NOTES 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. 14 2 E 52+00 53+00 71 T T T0EXISTING EOP Ld I 1- 0 z _j L-4'f EXISTING XISTING EOP 4c 2 Calvin Strobel 12849 N County Road 43 DRAKE, co 80515-9601 C)? C.& SCALE: lr-500, Uj LU '00 LO KEY MAP 0 'MI 45' 60' 1:30 SAWCUT & REMOVAL OF EXISTING ASPHALT --L-L-L-,LL.L-LL REMOVAL OF EXISTING CONCRETE [--LLLL-LL.LL PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ef f1t #t I City Engineer CHECKED BY: o�r t7'3L4 Watd & Wastewater 1%lity Da CHECKED BY: 41-4. --- — Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U) F- z flr w Z 2 Lu w > 0 0 of -j a- Uj > LLI U) LLI z 0 w ON 0 > (.5 w II-- Of W Fj LU 0 DO > 06 Z 0 LL 0 LL F- LLI 0 z Z0 4) w Ix 2 w z 0 0 U) = LL W L2 A? 0 Permit -Seal I C 0 tN w —j 0 LL1 N U I ) z F- Z) 06 Z Z 09 F- < 0 00 2 -1 Ud w Project Number: 187010590 File Name: C-059 Fdp JMB JAM Tw — MMM Do — — Dean, own. Chkd. - Drawing No. C-059 Revision Sheet 0 16 of C-1 114 28 2 M I 00 3 a u- to 0 + 0 In tD f < J ~ rn G 81+00 G — — E -- T—T- T — E I CL M'9' 0 o� j n 6f$ � N DRCMK 94M - ARCH D If E it G lei i Z< Z< O2 EXISTING SANITARY SEWER MANHOLE (ADJUST TO GRADE) O3 EXISTING MAILBOX TO BE REMOVED/RELOCATE 11 EXISTING TELEPHONE PEDESTAL TO BE REMOVED BY OTHERS EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) 0 EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) ® EXISTING WATER VALVE (ADJUST TO GRADE) <1 EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) 4 EXISTING FENCE TO BE REMOVED\RESET I 0:�: I I I O rr 0011 IGD Lx "III IVI VI III UI 3131 E. Horsetooth Road Fort Collins, CO 80525 NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. SCALE: P-500' HORSETOOTH ROA 1 I G 4C O W J 113 W iV KEY MAP 0 30' 45- 60, 1:30 SAWCUT & REMOVAL OF EXISTING ASPHALT REMOVAL OF EXISTING CONCRETE L I L.LL PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN PPROVAL APPROVED: City Engineer CHECKED BY: Wat & Wastewater Oity Da e CHECKED BY: & A. Stormwater Utility Date CHECKED BY: Parks &Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date S N V. N DO E rnn _w i 2p Cnto N :2U V N E 0 In 0 u; o d a 5 S In o o awS U O N O1 c 1 3 U — t C N N w g x o ; 3. E! w v fn SN Li x co IT N B c y�� e u g C 6$ E� QPww {C� E. 8C py« 1. Y pp C o` �O SFN O r � T l0 k H- Z W Z >LU 000 d LU W Z J Iz W 0 J O UU Z fV J C7 W_> J — Of U W >O N U 9 O O N .o W Z Ots F— U _ U cn 2 ' LL Li U Permit -Seal Project Number: 187010590 File Name: C-060 Fdp I I c 0 w J W fV J C/) Z �g oes d Z Z O0 H Q O0 O W W 0 Of JMa JAM Tw Dn. Chkd. Dsan, W.MM.DDChkd. Dsan. W.MM.DD Drawing No. C-060 Revision Sheet 0 C-� 17 of 114 28 2 N N r r-- I WN M -- �„� .... � _....__ .. ._._ � i — _ � s uuxrh .v.FA"vww✓.r.a �f, *.+v _.aw ^n... ." .,. x... ... _ W _ �'\ `"(4gG6 HARMONY I -ROAD WV 4� 1t.�YNps"RmF.'�pt5lGbiQQ A�' — _ - � R 77:: G E i STORM AA01 ' SEE SHEET rr �C-110 INSTALL �- EROSION , �\ CONTROL FABRIC \ 7 INSTALL INLET PROTECTION PER J DETAIL C-1�496t� > e DRCW SHEEP - ARCH D 1 Q'.17 .. vv — 0� `k9591 ! AgSY -- E — —'T Lu z / fi/ d ,e �e• a 4" PERFORATED UNDERDRAIN (TYP) I PADS AT HARMONY i / T E E s PADS AT HARMONY Ff �17 r3r, FRONT RANGE I I \ VILLAGE I \ �(4g4 (R9R9J e)~ 5 J KEY MAP 0 50- 75' 1D0' 1:50�` ■■■� LEGEND Is RIPRAP ® EROSION CONTROL FABRIC + HAY OR STRAW DRY MULCH (1-5%) WATTLE (CURB INLET) WATTLE (AREA INLET) EXISTING DIRECTION OF FLOW —► PROPOSED DIRECTION OF FLOW ---- ---— RIGHT-OF-WAY -- — -- — PROPOSED PROPERTY LINE SF SILT FENCE — —4953 — — EXISTING CONTOUR 4953 PROPOSED CONTOUR PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED STORM INLET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILI�PLAPPROVAL APPROVED: City Engineer l D to CHECKED BY: WA Water & Wastewater Utility Date CHECKED BY:&JIAJ-e6-Z1- —07 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date N N N co rnto �g w�- E� 20 L? W 0pp C O N v U N 00 M vi O0000 E u Uy,SNo6 di"c�E gay o Co) I Of QCg I u Ccrn r L0 x j O N L� Do H L2 j 3 EEO C 4 o b O�y �= Y 80Ito =.V= 05, gp � OC to y F--yy Fv SFin o' I— W W Z WO d ; W Z 0 Q O Z IV J W J > (tW Q O> W 0 O 9 W Q o W Z Q •; c Z o Q U U cA 2 lL ii U i Permit -Seal I tC 13 F A 0 Q J W 0 Q Z O 0 Z Z 00 0 W W 2 d 1- Project Number: 187010590 File Name: C-100 Fec JMB JAM JRG Dwn. CDsa hkd. n. YY.MM.DD Drawing No. C-100 Revision Sheet 0 18 of 114 C-1 282 w Z11 j s iA oa m a n 5lg tD N N \ ORIGINAL SHEEP - ARCH D KEY MAP Is 0 50' 75' 100' 1:50 LEGEND RIPRAP •aasrEROSION CONTROL MVLCH HAY OR STRAW DRY MULCH - (1-5%) N� WATTLE (CURB INLET) WATTLE (AREA INLET) EXISTING DIRECTION OF FLOW —40- PROPOSED DIRECTION OF FLOW RIGHT—OF—WAY -- — -- — PROPOSED PROPERTY LINE SF SILT FENCE — —4953 — — EXISTING CONTOUR 4953 PROPOSED CONTOUR PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED STORM INLET CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: tOF City Engineer D CHECKED BY: %AA Water, & YVast w t r Utility Date CHECKED BY:7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date tU y D1 N N N co C i+ E rn M O fI aJ u) v U Ci rj E O i V O -* - u N 'o �j 1 v C co N h w Ol _' LO x 3 rn N 0i aD H 3 W Z 2 LLI LLJ XO oC_ > C W 0 LL. W w 45 J J LU N W 0 �O O 2 Z V Of O 0 = Ili � Permit -Seal s� 0 x$0 D p L o C 3 c xEi" B E j§ C Ip o p oto,�EYo �X�yp ow C FgB�� €fix$ o E'E o0 �;a oin p Project Number: 187010590 File Name: C-101 Fec Z ^J { _ LLI Z g< Q 00 06 Of 00 w< W = a� H JMB JAM JRG fin. Chkd�an. YY.MM.DDChkd�an. W.MM.DD Drawing No. C-101 Revision Sheet 0 19 of 114 28a C-1 �x `V ABBREVIATIONS: GENERAL CONSTRUCTION NOTES: AAT AB ABC ABUT AC f ACC 4� ACP AD ADJ AFT AGGR ALUM AOBE AOBPM APPROX ASPH ASPHC ASPHCC ASSY AVE AZ B BCM BET BIN BIT BLDG BLK BLKG BLVD BM BO BOB BOC BOT BOW BRDG BRG BRK BSMT BV BVCE BVCS C C&G CAN CB C-C cc CDOT CEM CER CF CI CINLT CIP CIR CISP CL CLG CLKG CLL CLR CMP CMPA CMPPI CMPSF CMU CNTY CO COL COGO COMM CONC CONN CONT CONST CONTR COORD Abandon At Tap Anchor Bolt Aggregate Base Course Abutment Acres Access Asbestos Concrete Pipe Area Drain Adjacent Above Finished Floor Aggregate Aluminum As Ordered By The Engineer As Ordered By The Project Manager Approximatefly Asphalt Asphalt Concrete Asphalt Concrete Curb Assembly Avenue Azimuth Burded Cable Marker Between Bridge Identtfaction Number Bituminous Building Block Blocking Boulevard Benchmark/Beam Blowoff Bottom Of Bank Bottom Of Curb Bottom Bottom Of Wall Bridge Bearing Brick Basement e tt m 1. C (continued) CORR Corrugated CP Concrete Pipe CPPVC Closed Profile Polyvinyl Chloride Pipe CR Curb Receiver/County Road CRW Concrete Retaining Wall CSP Corrugated Steel Pipe CSPU Corrugated Steel Pipe Underdraln CTR Center Cu Cubic CULV Culvert CV Check Valve CW Curb Wall/Cad Water CY Cubic Yard D D Deed Distance DBL Double DC Degree of Curvature DEFL Deflection DEPT Department DIET Detail DH Drill Hole DIA Diameter DIAG Diagonal DIM Dimension DINLT Drop Inlet DIP Ductile Iron Pipe DIST Distance DIV Di0slon/Dlvide DM Direct Measurement DN Down DO Door Opening DOM Domestic DR Drive DS Downspout DSP Dry Standpipe DTCH Ditch DWG Drawing OWY Driveway E u e y ave E Begin Vertical Curve Elevation Begin Vertical Curve Station EA ES EC EJ Curb And Gutter EL Cable Television ELEC Catch Basin EMER Center to Center ENCL Curb Cock ENG Colorado Department Of Transportation EOA Cement EDP Ceramic EOW Cubic Feet EP Cast Iron/Cubic Inch EQ Curb Inlet EQSP Cast Iron Pipe EQUIP Circle ES Cast Iron Solf Pipe EST Centedine/Chain Link ETR Ceiling EVCE Caulking EVCS Contract Limit Line EX C Clear EXIST Corrugated Metal Pipe EXP Corrugated Metal Pipe Arch EXPO Corrugated Metal Pipe - Paved Invert EXPR Corrugated Metal Pipe - Smooth Flow EXT Concrete Masonary Unit EXTR County Clean Out F Column Coordinate Geometry FAB Commercial/Communication FD Concrete FES Connection FF Continue/ous FFE Construction FG Contractor FH Coordinate FIG East Each East Bound Electrical Contractor Expansion Joint Elevation Electric(al) Emergency Enclosed/ure Engineer Edge Of Asphalt Edge Of Pavement Edge Of Walk Electrical Panel Equal Equal Space Equipment End Section Estimate(d) Existing To Remain End Vertical Curve Elevation End Vertical Curve Station Excavation Existing Expansion Exposed Expressway Extension/Exterior Extruded Fabricate Floor Drain Flared End Section Finished Floor Finished Floor Elevation Finished Grade Fire Hydrant Figure GENERAL NOTES: F (continued) FIN Finished FINLT Field Inlet F/L Field Line FLOUR Flourescent FLR Floor FM Floor Mounted FND Found FNDN Foundation FOC Face of Concrete FOF Face Of Finish FT Foot/Feet FTG Foofing FUT Future G Gas GA Gauge GAL Gallon GALV Galvanized GAR Garage GB Grade Break/Gravity Block GC General Contractor GEN General GINLT Gutter Inlet GL Glass GM Gas Marker GP Guy Pole GR Grade GRAV Gravel GRND Ground GRPS Groups GSB Gas Service Box GTV Gate Valve GV Gas Valve HC Handicap/ped HBP Hot Bituminous Pavement HDR Header HDWE Hardware HERCP Horizontal Elliptical Reinforced Concrete Pipe HGT Height HI Height of Instrument HLPE High/low Point Elevation HLPS Hlgh/Low Point Station HLSD Headlight Sight Distance HORZ Horizontal HP High Point/Horizontal Point (photo control) HPG High Pressure Gas HR Hour HSD Horizontal Sight Distance HSE House HW Headwall HWY Highway HYD ID Hydrant Identification/Inside Diamter IE Invert Elevations IMH Inlet Manhole IN Inch/es INCL Includeldling INSUL Insulation INT IMersecton INTR Interior INV Invert IP Iron PipelIron Pin JT Jointis JCT Junction K L Leff LAB Laboratory LAT Lateral/Latitude 1. 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 any construction. The Developer shall be responsible for unknown underground utilities. 2_ The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at 1 800 922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Contractor to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 3. The Contractor shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 4. 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. 5. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 6. All recommendations of the Final Development Plan Drainage and Erosion Control Study for Front Range Village, by Stantec Consulting Inc. shall be followed and implemented. 7. All utility installations within or across the roadbed of new roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 8. All roadway stationing is based on centerlines of roadways unless otherwise noted. 9. All general notes and construction notes from the Lorimer County Urban Area Street Standards Appendix E apply to all construction activities involved with this project. 10. All recommendations of the Geologic & Geotechnical Investigation for Front Range Village, dated December 8, 2004 and the Supplemental Clarification Document dated January 9, 2007, prepared by Terracon shall be followed. The contractor is responsible for obtaining copies of all current geotechnical reports and suplemental documentation prior to construction. 11. These plans have been reviewed by the Local Entity for concept only. The review does not imply responsibility by the reviewing department, the Local Entity Engineer, or the Local Entity for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed in any reason as acceptance of financial responsibility by the Local Entity for additional quantities of items shown that may be required during the construction phase. 12. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsiblility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims and demands which may arise from any errors and omissions contained in these plans. L (continued) _P (continued) S (continued) LAV Lavatory PERP Perpendicular SY Square Yard/s LF Linear Feet PI Point of Intersecion SYM Symmetrical LG Large PLS Professional Land Surveyor LLGP Lead Lined Galvanized Pipe PLWD PI T LOC Length Of Curve PM Project ManagerlPast Meridian LONG Longitudinal PNT Point TO Thrust Block LOVC Length Of Vertical Curve POC Point on Curve TBC Top Back Of Curb LP Low Point/Light Pole POL Pant on Line TOM Temporary Bench Mark LPG Low Pressure Gas POT Point on Tangent TCB CB Traffic Control Box LR Lateral Riser POVC Point on Vertical Curve T Telephone LS Land Surveyor PP Power P TEMP Temporary LT Light PRC Point of Reverse Curvature TF Top Of Foundation M PRCST pre -Cast T&G TGL Tongue & Groove Theoretical Grade Line PROP PropertylProposed M Meter PSC Point of Spiral Tangent TH Test Hole MAG Magnetic PSD Passim Sight Distance 9 g THEO THK Theoretical Thick/ness MAT Material PSF Pounds Per Square Font THRD Thread MAX Maximum PSI Pounds Per Square Inch TL Tree Line MB MC Mailbox Middle Connection PT PVC Point of Tangent Point of Vertical Curvature/ TOO Top Of Bank MD Measured Distance Polyvinyl Chloride TOC TOE Top Of Curb Toe of Slope MECH Mechanical PM Point of Vertical Intersection TOG Top off Grate Grate MED Medium PVT PVM7 Point of Vertical Tangency Pavement TOG Top of Tangent to Spiral MET Metal TOW Top of Wall MFR Manufacturer Q TP Telephone Pole/Tuming Point MH Manhole TPT Tie Point MHW Mean High Water QNTY Quantity TPVMT Top Of Pavement MIN Minimum/Minutes TRANS Transportation/rransftion MISC Miscellaneous R TRD Tread MM Mile Marker R Right TRNSV Transverse MO MON Mid Ordinate Monument Re Receiving Basin TS&V Tapping Sleeve and Valve MP Meter Pit RC Radius of Curvature TV TYP Television Typical MTD Mounted RCP Reinforced Concrete Pipe MUTCD Manual Of Uniform Traffic Control Devices RD Road/Roof Drain U REC Record N RED Reducer UGE Underground Electric REF Reference UGT Underground Telephone N North REINF Reinforced UNF Unfinished NAT Natural REL Relocate UNO Unless Noted Otherwise NB North Bound REM Remove UP Utility Pole NE Northeast REQ Required USGS United States Geologic Survey NEC Necessary RES Residential NF Near Face RH Right Hand V NGS National Geodetic Survey RJP Restrained Joint Pipe NtC Not In Contract RM Room VAR Varies NO Number RMN Remain VC Vertical Curve NOM Nominal RO Rough Opening VCP Vitrified Clay Pipe NORM Normal ROB Run Of Bank VERT Vertical NP No Parking ROW Right-of-way VLT Vault NTS Not To Scale RTE Route VLV Valve NW Northwest RR Railroad VP Vertical Point (photo control) O RW Retaining Weill VPC VPT Vertical Point Of Curvature Vertical Point Of Tangency S` VT Vitrified Tile OA Overall VTP Vitrified Tile Pipe OBS Obscure S South OC On Censer SAN Sanitary w OCMP Oblate Corrugated Metal Pipe SB Sear BrownlSouth Bound OD Outside Diameter SC Spiral to Curve W West OG Original Ground SCHD Schedule X OH Overhang SDR Standard Dimension Ratio OHE Overhead Electric SE Southeast XSEC Cross -Section OHS Overhead Sign SF Square Foot/Feet XCIP Extra Heavy Cast Iron Pipe OHT Overhead Telephone P SHT h S eel XV P Extra Strength mVitrified Clay Pipe OHW OrdinaryHigh Water g ate SH Shoulder OPP Opposite SHR Shower y ORIG Original SHWY State Highway P SIM Similar YD Yard SP Special/Steel Post Z PACP Perforated Asbestos Cement Pipe SPEC Specification - PB Pull Box SPECS Specifications PBJF Permolded Bituminous Joint Filled SQ Square PC Point of Curvature SSD Sight Stopping Distance PCC Point Of Compound Curvature SSWR Sanitary Sewer PCMP Perforated Corrugated Metal Pipe ST Street/Spiral to Tangent PCP Plain Concrete Pipe STA Station PCR Point Of Curve Return STD Standard PE Professional EngineerlPotyethk" STK Stake PEJS Performed Elastic Joint Sealer STOR Storage PERF Perforated STIR Straight PERM Permanent STRCT Structural STRM Storm STY story SW Sldewalk/soathwest LINETYPE LEGEND ----494a------ - - -w- - -w- - - -G- - -G - - -UGE- - -UGE- - - -UGT- - -UGT- PROPERTY LINE SECTION LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING WATERLINE EXISTING SANITARY SEWER LINE EXISTING GAS LINE EXISTING ELECTRIC CONDUIT EXISTING STORM CULVERT EXISTING TELEPHONE LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING UNDERGROUND TELEPHONE LINE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800m922ml987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOK THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PL N APPROVAL APPROVED: City Engineer LI Date CHECKED BY: a r Wastew t r lity D" ale CHECKED BY: Stormwater Utility Date CHECKED BY: CHECKED BY: CHECKED BY: Parks & Recreation Traffic Engineer Date Date Date A. Grading and Erosion Control Notes 1. All grading and erosion control measures are subject to General Notes on the cover sheet of these plans as well as the Grading and Erosion Control Notes listed here. 2. At all times during construction, the Contractor shall be responsible for preventing and controlling on -site erosion due to wind and runoff, as well as vehicle tracking. The Contractor shall also be responsible for installing and maintaining all erosion control facilities shown here. 3. All perimeter erosion control measures shall be installed and functional, prior to any other earth -disturbing activity. All other structural erosion control measures shall be implemented as soon as the facilities, around which they are based, become operational. 4. Any erosion control facility damaged or destroyed prematurely, by any means, shall be immediately repaired by the Contractor. 5. There shall be no earth -disturbing activity outside the limits designated on these plans. 6. Top soil shall be removed and stock piled prior to overlot grading operations. 7. A water truck shall be kept on -site at all times during earthwork activities for dust abatement. 8. Conditions 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 Local Entity Engineer. 9. Silt and sediment, within Right -of -Way, shall be removed after each substantial rainfall. 10. Negative impacts to downstream areas caused by overlot grading are to be monitored and corrected by the Contractor. Any off -site clean-up, directed by the Local Entity's Inspector, (including street cleaning), shall be completed within 24-hours of written instruction, or risk construction stoppage. 11. Temporary erosion control measures shall not be removed until such time as all tributary -disturbed areas are sufficiently stabilized in the opinion of the Local Entity Engineer or Inspector, to minimize erosion potential. 12. When temporary erosion control measures are removed, the Contractor shall be responsible for the clean-up and removal of all sediment and debris from all drainage and other public facilities. 13. All areas disturbed by this project, which are not scheduled for improvement or disturbance within 90 days, and are not otherwise stabilized by hard surface or landscaping, shall be seeded and mulched in accordance with these specifications within 10 working days of Right -of -Way grading completion. a. All areas for seeding shall be tilled to break up rooting restrictive layers, have a minimum of 4 inches of topsoil reapplied, and then be harrowed, and rolled or packed, to prepare the required firm seed bed. b. The seed bed shall be well -settled and firm, but brittle enough so that seed can be placed at the seeding depths specified. The seed bed shall be reasonably free of weeds. c. All seeding areas shall be fertilized, unless field evidence or laboratory soil analysis indicates sufficient amounts of nitrogen (N) and 40 pounds available phosphate (P205) per acre. Time of application will be as applicable to the kind of fertilizer and type of equipment used. d. Seed shall be planted with a drill on all slopes of 3:1 or flatter. The drill must have the capability of handling the kind and rate of seed being planted. Seed may be broadcast by mechanical spreader, or by hydraulic equipment on areas that are small, too steep, or not accessible for seed -operations. Broadcast rates of seed on 4:1 or lesser slopes will be double the drilled rates. For slopes greater than 4:1, broadcast rates will be four times the drilled rotes. e. Seed planted with a drill shall be covered with soil to a depth of 1/4 to 3/4 inch. Seed planted by the broadcast method shall be incorporated into the surface soil, to a maximum depth of 3/4 inch, by raking, harrowing, or other proven methods. f. Hydro -mulching shall be allowed. Mulch shall consist of either cereal grain straw or grass hay, at least 50% by weight, being 10 inches or longer. Application rate to be 2000 Ibs/acre to achieve a stubbled surface. Anchoring with a mulch crimper is acceptable, or with the use of a disc plow, set vertical to the ground with sufficient weight to achieve a crimping depth of at least 4 inches into the soil. NI mulched areas shall be tackified after crimping. The tockifier solution shall be in accordance with note j below. g. Al seeded areas shall be mulched, crimped, and tackified within 24 hours after seeding; otherwise, areas shall be reseeded, at the Contractors expense, prior to the mulching, crimping, and tackifying. h. All slopes steeper than 4:1 shall be tackified (see note j below) after the completion of seeding and fertilizing. Slopes shall then be covered with a soil retention blanket. The soil retention blanket shall be a machine -produced mat consisting of 70% agricultural straw (0.35 Ib/sy) and 30% coconut fiber (0.15lb/sy). The blanket shall be of consistent thickness, with the straw evenly distributed over the entire area of the mat. The blanket shall be covered on the top side with polypropylene netting having an approximate 5/8" x 5/8" mesh (1.65 - 3.00 Ib/ksf), and on the bottom with polypropylene netting with an approximate 3" x 3" to 2" x 2" mesh (1.00 - 1.65 Ib/ksf). The blanket shall be sewn together with cotton,biodegrodable or photo -degradable thread. NI netting shall be photo -degradable. A sample of the blanket shall be submitted at least two weeks in advance of its use for approval by the Local Entity Engineer. The Local Entity Engineer may require blankets for unstable soils with slopes under 4:1 if deemed necessary. i. Soil retention blanket shall be placed smoothly, but loosely, on the soil surface, without stretching. The upslope end shall be buried in a trench 6 inches wide by 6 inches deep beyond the crest of the slope, to avoid undercutting. There shall be a 6-inch overlap wherever one roll of blanket ends and another begins, with the uphill blanket placed on top of the downhill blanket. There shall be a 4-inch overlap wherever 2 widths of blanket are applied side by side. Insert staples in a pattern according to the manufacturers recommendation, at approximately 2 staples per square yard. "T" shaped pins shall not be used. j. Tackifier, whether placed on soil or mulch, shall conform to the Colorado Highway Specifications, Section 213.02. Apply tockifier with a spray nozzle, dispensing a mist that will uniformly cover the surfa ce. k. NI seeded areas h s all be kept in a dam condition for o at least 14 P days after seeding , to aid in germination. Ys g, g Some fore of irrigation may be required to achieve this goal, and it is the responsibility of the Contractor to perform any and all necessary operations to that end. The means of irrigation shall be approved by the Local Entity Engineer prior to implementation. Director flows from large hoses, which could damage the mulch, will not be permitted. Additional maintenance, as required by the Storm water utility, is also required. 14. See ersoion controf details for seed mix, sheet cs611. B. Street Improvements Notes 1. Al street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Contractor shall be required to remove existing pavement to a distance where a clean construction joint can be mode. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer in Loveland. 4. Street subgrades shall be scarified the top 12 inches and re -compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the Local Entity Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When 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 Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right -of -Way Work Permit traffic control plan. 8. The Contractor is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than % inch deep or (5) feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 Ibs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrode or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non -yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be preformed thermoplastic. 3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Contractor shall place temporary tabs or tape depicting alignment and placement of the some. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Preformed thermoplastic applications shall be as specked in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. NI surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break -away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Contractor installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that on unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage and Erosion Control Study for Harmony and Ziegler Road Improvements for Front Range Village, Fort Collins, Colorado dated May 2007 by Stantec shall be followed and implemented. 3. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Waterline Note 1. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. U tT n V? N 00 c E 0)M :3 2 0 U) rn U N Csi 00 M vio�a U r N 0 0 N o U O C N N a3 rn rin 3i In N Li 00 F v/ Z r^ J V J Z O IV U U ofW LL O0 ILL F_ ii W -o Of 13- U N a> U Permit -Seal 8 �g e I E"� n ar E ,7 x'S v � go«�cx Qw$sso,�� g iBC�$;� �ypg�� gpa «v l F rn 'o W Z � W >a WOJ a> W do W W cc W N W 0 } 9 O Z rri c W O V Q W 2 U_ LOL 1' 33774 k 0 Z Q U) U) LLJ Op Q J W Of W m W Q H Project Number. 187010590 File Name: C-002 Fnt JMB JAM JRG Dwn. Md 76agn. W.MM.DD Drawing No. C-002 Revision Sheet 0 2 of 114 C-1 282 NWY 00 _miJ'--., ' _- __ 33) �-(4934) f \ W > \ . EXISTING -� � \' �-�...-_-� (4925) _. --�- `- --_ ,-.•- � �-- \ V ✓ \ \� CONCRETE -- - `- _AVAGO f 1 r ... IRRIGATION Q — — _ _ L � � DITCH — .» — — — — — _ A A / _ a- 930 _ _ = — WV N \ v INSTALL \ (ss (sy 5'X5' RIPRAP_1<I STORM AE01 s SEE SHEET '49� C-111 V _ _ ._-(4928 — __•._-(4927)- (4925) (492 )0 - _ \ H _ Y � ARMONY ROAD I 8 0 i a t �13 i� o� �a sag � N m� i� m ORMOL 9EU - A" D INTEL 11 n SILT FENCE I N `I I I i ' I _.y' HARMONY ROAD �� J EROSION CONTROL J, \ _ _ \ I \�� 23J FABRIC FROM PARAGON ~~� _ = �__ BACK OF WALK TO \ �\ TOE OF GRADED "�i�/ \ (4s2s) \�\Q o SLOPE SEE DETAIL / v ��•s�.. �. C-105 4" PERFORATED ----'(4925) - ~ - ° UNDERDRAIN — J�P?0ND F INSTALL INLET \ PROTECTtOI�PER DETAIL C-105 920 T 0 v 492 SILK FENCE ��--- p O {a •"" � � EROSION CONTROL _ / / — — MATTING EAST OF — '/ � � WALK IN SWALE / IRRIGATION 8001 / (SEE DETAIL C-105 �e- \ SEE SHEET C-113 I Q SIDEWALK CHASE ) � f o I I rya EXISTING 54 CONCRETE ( �01 IRRIGATION °i co DITCH _ t l I I I I ItoAVAGO Ip ZIEGLER ROAD (4925] \EROSION CONTROL / 1 \ MATTING BETWEEN — JC-) — C -,- CURB AND WALK SEE DETAIL C-105 i SIDEWALK CHASE--(4g22 \ Y — �0 �� 0 9: _ PROPOSED _ STORM INLET \ PROTECTION PER DETAIL \C-105 SIDEWALK CHASE STORM AK01 SEE SHEET C-112 KEY MAP 0 50. 75' 100' 1:50 LEGEND low RIPRAP ® EROSION CONTROL FABRIC MULQf HAY OR STRAW DRY MULCH (1- 5%) WATTLE (CURB INLET) WATTLE (AREA INLET) ==z> EXISTING DIRECTION OF FLOW -� PROPOSED DIRECTION OF FLOW _ _ _ _ -- RIGHT-OF-WAY PROPOSED PROPERTY LINE SF SILT FENCE - -4953 - - EXISTING CONTOUR 4953 PROPOSED CONTOUR {� PROPOSED STORM DRAIN EXISTING STORM DRAIN _ PROPOSED STORM INLET -f T M O p w Z 1oa� CALL UTILITY NOTIFICATION I CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND -"" MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 4DUt City Engineer CHECKED BY:_KIA Water & Wastewater Utility Date CHECKED BY- od", ��.Cs:1)66 6 If -A Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date s c E �(N? N CC ID S 2 7 2 C) SO, 2) M v U N M E O M u; 'd: (U,,) c C N O O N U Hg � $ c In o C.gxv o x Cq rA N lei W H L2 3 s$g=3s ggIA bS a rc e c e c O N O I� Ig �m co t- W Z 00 aj W Z ocl W �Z J O fJ Wg J 0 J af LL W O N } U Z 0 9 ~5 o W W 2 W c Z o 0 U UU) N d:LL r ii U Permit -Seal r IIi Z a0 I L aw W J � Ur Q Z_ N 90 p Z 06 Q 00 Of Q W 2 d H Project Number. 187010590 File Name: C-102 Fec JMB JAM JRG Dwn. Chkd. Nan. YY.MM.DD Drawing No. C-102 Revision Sheet 0 20 of 114 0-1 282 E 00 N n I 1,vv 1, \i t � �w FRONTRANGE 0 �t 5'x10' �1 CLASS 6 RIPRAP STORM AH01 SEE SHEET C-111 � `r LSI PROPERTY mom — INSTALL INLET — y PROTECTION PER DETAIL C-105 -. — IEGLE — — — _ __ Z R -- — -__ _ 1-4 ROADs2 ... r I .. ...... -_�� - ...... _-. _ T T- 26 �► _ — 'ii 6—Ilk — - -------------- Ma�..�- __�.. _......_...,. _.. _.. F......... - .. ..... __. __ .....-. i i } .. t _ r• ., +,� r rit SF = - 924 SF _gF — — — _— — — (4920) i-�.,_ -�E--� jE_.-_..__'i'�.--ice-•--.�c"Y. -_-. -� EROSION CONTROL - - FABRIC SILT FENCE 5'x11' CLASS 6 RIPRAP AVAGO T �- �-r IWITA411! 1 F, igE,. - _(492 C1--- —(4923)—� - ----- --. 4919-- 1 4020) ROADWAY CONSTRUCTION LIMITS ---- ------ ,y�l YOUNG PROPERTY , I HORSETOOTH ROAD4\ C-104 O Q 0 \\' w J \ 0 w N C-103 HARMONY ROAD i �F 5 c-1oo _ - =c-1o1 - c-1o2= KEY MAP 0 50' 75' 100' 1:50 %% -� LEGEND RIPRAP ® EROSION CONTROL FABRIC a HAY OR STRAW DRY MULCH (1-5%) GRAVEL INLET FILTER (CURB INLET) mGRAVEL INLET FILTER mr'�=` (AREA INLET) ==-> EXISTING DIRECTION OF FLOW —♦ PROPOSED DIRECTION OF FLOW ---- ---— RIGHT—OF—WAY — -- — -- — PROPOSED PROPERTY LINE SF SILT FENCE — —4953 — — EXISTING CONTOUR 4953 PROPOSED CONTOUR PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED STORM INLET in, O R OF LORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPR VAL APPROVED: City Engineer � Dgte CHECKED BY:E&Aft r Water Wastewater Utility Date CHECKED BY: �% Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date Cq co CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPR VAL APPROVED: City Engineer � Dgte CHECKED BY:E&Aft r Water Wastewater Utility Date CHECKED BY: �% Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date Cq co CHECKED BY: Date U ~ Z Jr W Z Z Q J d W Z �13 Z of OW J OQ Ww fV H ti a ,33774 Project Number: 187010590 File Nome: C-103 Fec JMB JAM JRG Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-103 Revision Sheet 0 21 of 114 C-1 282 I I I I I w z g Q 0 +MIIrE °O Q W � I I CHARLIE LANE I zf Tow—_ , � I t rl , TREE PROTECTION SILT FENCE (TYP) STROBEL I GRADING LIMITS 4 221 1A, r—(49204 1 1 r� SILT FENCE w z w J J w U ►] WARREN o. x- E k . f 4918 - CHINN KEY MAP 0 50, 75' 100' 1:50 %%%RAF =MM LEGEND RIPRAP ® EROSION CONTROL FABRIC A. HAY OR STRAW DRY MULCH (1-5%) t. GRAVEL INLET FILTER (CURB INLET) GRAVEL INLET FILTER 4 (AREA INLET) EXISTING DIRECTION OF FLOW —� PROPOSED DIRECTION OF FLOW ---- RIGHT-OF-WAY — -- — -- — PROPOSED PROPERTY LINE SF SILT FENCE — —4953 — — EXISTING CONTOUR 4953 PROPOSED CONTOUR PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED STORM INLET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ' City Engineer t t Dat CHECKED BY: Wi- Water & Was telNc er Utility Date CHECKED BY:'ALSb- -ZLO7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C Y CAN N GD p E rn rOi E b 20 '0 o 'e rngU NC4 E k�v O M M 0 0 Co G) O � � U O V C N O 0 0 1 n n p U _ OI p C N N u! ate.. p) N - itc 0 ££ CO L� GOO 3 Ev og �3 rsB ads u;H1��o Y e8g"g� V7 E��€ v no Ig H Z W � Z w 00 it 11 -i W W Ci 0 Z �Z wg w 0 ON UN O— w> W Q >LL N Ur O O ILL F- OLLI z F- vi w w 2Z MO 2L.L o Uco ? LL U Permit -Seal / 33774 E Sul o �ihluer'.. tC i Z Q J d W Z gO 06 w Ow J OQ W d W N Project Number: 187010590 File Name: C-104 Fec JMB JAM JRG own. Chkd. Dson. YY.MM.DD Drawing No. C-104 Revision Sheet 0 22 of 114 C461 tat on c*4 COMPAI 42'Mn 24'r4n le'Mn 'HORED IN TO POST. SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED TO POST. RUNOFF INSTALLATIIBF DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF le', AND EXCAVATE A TRENCH APPROXIMATELY 6- WIDE AND 6- DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. NOT LESS THAN THE BOTTOM 1' IF THE FILTER FABRIC SHALL BE BURIED INTO THIS TRENCH. SILT FENCE 6'X6'TRENCH D = d50 = STATE CLASSIFICATION FOR NOMINAL STONE SITE. ALL EDGES WILL BE 'TOED' INTO ABOVE DIMENSION. IF RIP -RAP TO BE GROUTED, GROUT SHALL BE IN ACCORDANCE TO ASTM,CI107-LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE, TOPS OF EXPOSED RIP -RAP WILL BE WET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP -RAP COLOR, DIMENSIONS GIVEN ON PLANS ARE MINIMUM DIMENSIONS. RIPRAP SHOULD STARET 2 FEET BEHIND THE FES AND EXTENED THE MINIMUM LENGTH PLUS 2 FEET. THE CONCRETE PAN CAN BE INCLUDED IN THE WIDTH OF THE RIPRAP PAD, THE RIPRAP WIDTH SHOULD EXTEND A MINIMUM OF A FOOT ON EITHER SIDE OF THE CONCRETE PAN IN BOTH DIRECTIONS. RIP RAP DRAWING I� TOE OF FILL WOOD STAKES ° ICULVERT v FLOW M I - D I° D v v v v v v $ EROSION BALES ' INLET PROTECTION A DROP INLET OVERFLOVL RUNOFF\ 9 FILTERED WATER ENTRENCHED EROSION BALES END BALES TO BE L-r- KEYED INTO FILL SLOPE. t.• -•n A.. DROP INLET SECTION A -A EROSION BALES ARE TO BEI ENTRENCHED INTO THE SOIL, TIGHTLY ABUTTING WITH NO GAPS, STAKED AND BACKFILLED AROUND THE ENTIRE OUTSIDE PERIMETER. A PLAN VIEW WOOD STAKES MAINTENANCE NDTES 1. INSTALL EROSION BALES IN ACCORDANCE WITH GUIDELINES GIVEN IN DROP INLET EROSION BALE FILTER. 2. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN NECESSARY, ACCUMULATED SEDIMENT SHALL BE REMOVED. 3. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. STRAW BALE STRUCTURES 0 e C X C J �t >� i E11 O_ �a n O > 1� o ~ mg N i 10 ORIGINAL SHEET - ARCH D BMM 1. SITE DESCRIPTION: a. Single & multi family residential construction which consists of overlot grading, utility work, roadway construction and the construction of a retention/detention pond. b. The major activities are planned in the following sequence: 1. Clearing and Grubbing necessary for perimeter controls 2. Installation of perimeter controls. 3. Demolition of existing structures 4. Overlot grading including temporary diversion swales. 5. Grading of detention facilities 6. Utility construction - including storm 7. Roadway construction 8. Stabilization, including seeding 9. Removal of control measures C. The site contains 75.03 acres. All 75.03 acres of the site are expected to undergo clearing and/or grading. d. Rational "C" = 0.75 before construction, Rational "CA = 0.84 after construction. The site Ices within the Moderate Rainfall Erodibility Zone and Low Wind Erodibility Zone per the City of Fort Collins zone maps. With the existing site slopes of approximately 0.5% to 17w the new improvements will be subjected to both wind and rainfall erosion. e. The predevelopment property consists of follow agricultural land Before construction, the site consisted of form land with native grasses and weeds. f. There are no anticipated pollution sources. There will be no vehicle storage or cleaning on site. There will be no chemical storage on site. g. There will be anticipated non-stormwater components of discharge. h. The downstream receiving water is the H.P. onsite swale. Storm water runoff from the developed portion of the site will be transported to an on -site detention pond by curb & gutter pipes, channels and overland sheet flow. 2. SITE MAP: a. See Drainage & Erosion Control Plan. 3. BMP'S FOR STORMWATER POLLUTION PREVENTION: a. Erosion and Sediment Controls: See Erosion Control Notes and Sequence Table (this sheet). b. Materials Handling and Spill Prevention: Measures should be undertaken to control building materials and waste, and disposal of excess asphalt and concrete to ensure these materials do not leave the site and enter the detention pond which eventually outlets to Fossil Creek. Asphalt, concrete, building materials, waste, and cleanup by-products should not be discharged Into the on -site curb inlets and storm sewer systems nor should they enter the off -site detention pond. In the event of a spill from the site into on on -site curb inlet or storm sewer system, appropriate measures should be undertaken immediately to remove the spilled materials and prevent future spills from occurring. 4. FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT: a. See Erosion Control Notes this sheet for final stabilization measures to control pollutants in stormwater discharges. 5. OTHER CONTROLS: a. Measures should be undertaken to remove excess waste products from the site and dispose of these waste materials off -site in an appropriate manner. In addition, measures should be undertaken to limit off -site soil tracking of mud and debris spillage from vehicles leaving the site. Mud and debris should not be tracked along roadways and allowed to enter non -protected drainage ways which discharge eventually into the Cache Lo Poudre River. 6. INSPECTION AND MAINTENANCE: a. Inspection and maintenance should be undertaken on a regular basis as outlined in Section 6 of the Terms and Conditions of the CDPS General Permit. r CURB INLET CONCRETE BLOCK OVERFLOW /-- FILTERED WATER RUNOFF WIRE SCREEN I CURB INLET AWL FILTER SCREEN 2"x4" WOOD STUD PLAN VIEW SECTION A GENERAL NOTES: A 1. INSPECT AND REPAIR 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. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. ER❑SI❑N CONTROL CURB INLET GRAVEL FILTER RETAIL A NOTES. 1. SITE DESCRIPTION: a. Single & multi family residential construction which consists of overlot grading, utility work, roadway construction and the construction of a retention/detention pond. b. The major activities are planned in the following sequence: 1. Clearing and Grubbing necessary for perimeter controls 2. Installation of perimeter controls. 3. Demolition of existing structures 4. Overlot grading including temporary diversion swales. 5. Grading of detention facilities 6. Utility construction - including storm 7. Roadway construction 8. Stabilization, including seeding 9. Removal of control measures C. The site contains 75.03 acres. All 75.03 acres of the site are expected to undergo clearing and/or grading. d. Rational "C" = 0.75 before construction, Rational "CA = 0.84 after construction. The site Ices within the Moderate Rainfall Erodibility Zone and Low Wind Erodibility Zone per the City of Fort Collins zone maps. With the existing site slopes of approximately 0.5% to 17w the new improvements will be subjected to both wind and rainfall erosion. e. The predevelopment property consists of follow agricultural land Before construction, the site consisted of form land with native grasses and weeds. f. There are no anticipated pollution sources. There will be no vehicle storage or cleaning on site. There will be no chemical storage on site. g. There will be anticipated non-stormwater components of discharge. h. The downstream receiving water is the H.P. onsite swale. Storm water runoff from the developed portion of the site will be transported to an on -site detention pond by curb & gutter pipes, channels and overland sheet flow. 2. SITE MAP: a. See Drainage & Erosion Control Plan. 3. BMP'S FOR STORMWATER POLLUTION PREVENTION: a. Erosion and Sediment Controls: See Erosion Control Notes and Sequence Table (this sheet). b. Materials Handling and Spill Prevention: Measures should be undertaken to control building materials and waste, and disposal of excess asphalt and concrete to ensure these materials do not leave the site and enter the detention pond which eventually outlets to Fossil Creek. Asphalt, concrete, building materials, waste, and cleanup by-products should not be discharged Into the on -site curb inlets and storm sewer systems nor should they enter the off -site detention pond. In the event of a spill from the site into on on -site curb inlet or storm sewer system, appropriate measures should be undertaken immediately to remove the spilled materials and prevent future spills from occurring. 4. FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT: a. See Erosion Control Notes this sheet for final stabilization measures to control pollutants in stormwater discharges. 5. OTHER CONTROLS: a. Measures should be undertaken to remove excess waste products from the site and dispose of these waste materials off -site in an appropriate manner. In addition, measures should be undertaken to limit off -site soil tracking of mud and debris spillage from vehicles leaving the site. Mud and debris should not be tracked along roadways and allowed to enter non -protected drainage ways which discharge eventually into the Cache Lo Poudre River. 6. INSPECTION AND MAINTENANCE: a. Inspection and maintenance should be undertaken on a regular basis as outlined in Section 6 of the Terms and Conditions of the CDPS General Permit. r CURB INLET CONCRETE BLOCK OVERFLOW /-- FILTERED WATER RUNOFF WIRE SCREEN I CURB INLET AWL FILTER SCREEN 2"x4" WOOD STUD PLAN VIEW SECTION A GENERAL NOTES: A 1. INSPECT AND REPAIR 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. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. ER❑SI❑N CONTROL CURB INLET GRAVEL FILTER RETAIL A NOTES. ` E� WHENy - LENGTHS IE WATTLES, BUTT TNE INSTALLING TIGHTLY SECOND WATTLE TIGHTLY AGAINST AT FIRS T DO HOT OVERLAP THE CADS STAKE THE WATTLES Ai EACH END Allp FOUR E0.R EMT ON CENTER FW EXAMPLE - T-4' Dr1�Bt- R0.LS SMALL A M FCOT WATTLE USES 6 STAKES TIGHTLY ABUT A 12 FOOT WATTLE USES 4 STAKES A 12 FUEL WATTLE USES A STAKES •,L. STAKES SHOULD E DRIVEN THOROUGH THE NIBBLE OR TK y �p � •dVY'I(� WATTLE LEAVNG 2 - 3 INCHES W THE STAKE PROTRUDING ABOVE THE WATTLE A WAVY SEDIMENT LEND VILL TEND IWD TO PICK THE WATTLE UP AND COULD PALL IT OFF THE STAKES IF THEY IK DRIVEN DOWN im LW. IT ANY BE t�p, KLESSNtY I MINE A IDLE IN THE WATTLE WITH A PICK ^ END OF YOUR IMD0UK IN ORDER TO GET THE STAKE THROUGH THE STRAY. WHEN STRAW WATTLES AE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN, WHEN IN WATTLES M SLOPES. DRIVE THE STAKES '.CQwKN PERPENDICULAR TO THE SLOPE. ➢RIVE THE FIRST END STAKE W TIME SECOI➢ WATTLE AT AN 1'a 1' WIA➢ STAKES ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABLY 18'-24' THEM NG TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVI THE STAKE INTO EXTREMELY HARD W ROCKY SLOPES, A PILOT WATTLES - DETAIL A WI BM ANY BE NEEDED TO BEGIN THE STAKE H°LE. r PN NOT 1. WATTLES SHALL E INSTALLED PER NAMFACTURERS SPECIFICATIONS 2, ON SLOPES, WATTLES SHOULD E INSTALLED W CERROP WITH A SLIGHT DOWNWARD ANGLE AT THE END DF THE REV IN ORDER TO PREVENT POIDIBG AT THE MID SECTION. 3, RUNNING LENGTHS OF WATTLES SHOULD E ABUTTED FIRMLY TO ENSURE M LEAKAGE AT THE ABUTWMTS. VERTICAL SPACING FOR SLOPE INSTA LAT➢M SMULD BE DETERMINED BY SIZE CONDITIONS SLOPE GRADIENT AND SOIL TYPE ORE THE MAIN FACTORS, A GOOD RULE W THUMBS IS. D1 SLUIPES 10 FEET APART z1 SLOPES 20 FEET APART 31 SLOPES W FEET MART MI LIVES 40 FEET MART. ETC HOWEVER, ADJUSTMENTS MY HAVE r0 E MADE PINK THEE SM TIE, FOR SOFT, LOAMY SOILS - AILUST TW ,AVS CLOSER TOGETHER, FOR HARD, ROCKY SOULS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE RACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCTIMAGED ON STEEP SLOPES W ACRE oMTS HAVE FMLED IN THE PAST. B. SjAKIt THE CITY R OBWN➢S USING VOID STAKES TO SECURE TIE WATTLES, 112' TO 5/8' REBM IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE VATTLE� VU IS A GOOD LENGTH TOP HARD. RVICNY SOIL. FM SORT LOAMY WR WE A 24- STAKE. IF THE AEA ELAND TW MET IS N°T SIDEWALK STAB"ZED, A BW SHO ULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET STANDARD EROSION AND SEDIMENT CONTROL - CONSTRUCTION PLAN NOTES - September, 2003 (1.)The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. (2.) There shall be no earth -disturbing activity outside the limits designated on the accepted plans. (3.) All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. (4.) At all times during construction, the Developer shall be responsible for preventing and controlling on -site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. Pre -disturbance (5.) P rbance vegetation shall be protected and retained wherever possible. Removal or disturdance of existing vegetation shall be limited to the areas) required for immediate construction operations, and for the shortest practical period of time. (6.) All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours 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. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. (7.) In order to minimize erosion potential, all temporary (structural) erosion control measures shall: (a.)BO inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. (b.)Romain 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. (8.) When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. (9.) The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. (10.) All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. (11.) No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. (12.) The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). (13.) City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. (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.) To ensure that sediment does not move off of Individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland City Limits Only). (a.) Below all gutter downspouts. (b,) Out to drainage swales. (C.) Along lot perimeter. (d.) Other locations, if needed. (16.) Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City/County. Revised 10/28/03 n TAn R Ali S, A'-6' ABOVE WATTLE WIER BAILING VIE W NYLON ROPE IS ATTACK➢, STAKES S JUKES SWUL STAKES SIgU,p E ORIVCN ACROSS ERDN EACH HEED TO E TAMPED UNTR WIRE/RWE IS -� SNUG WITH WATTLE. OTHER AND w EACH SIDE W THE WATTLE. LEAVING 4-6' W STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE W RWE SHOULD E TIED TO THE STAKES ACROSS THE . STAKES THEN BE DRIVEN BE DRIVEN UNTILWATT WIRE UNTIL TK BAILING WIRE W NYLON MORE IS SUFFICIENTLY sxuc TO THE WATTLE. NES 2, TYP. I WATTL 'A' WATTL 'B' BAILING WERE W NYLON POPE WATTLES - DETAIL SIBEVALK SIDEWALK CULVERT TOP BACK CUNT SIDEWALK EXISTING W FLOW LINE PROPOSED INLET INSTALL TOP BACRCURBCB B' TO 10• DIA TIP LACK CURB FLOW LINE WATTLE FLOW LINE LIP OP GUTTER \ STORM VAIER LINE SEDIMENT INSTALL W TO IV DIA VATTLC DEPOSITION SECURE WITHONE SAND BAGS / _ SPACED 4'WWI SAGS LIP OF BUFFER ST,RM WATER LIME INSTALL W TO IV DIA WATTLE LIP OF GUTTER SDINENT wBE LEPOSITIW INSTALL GETTER WATTLE MIDWAY BETWEEN IAPA'TED INLETS AND LOSTRIJCTI[N DISTWBAHCE. SECIDw WITH SAND BEGS ZDE SPACED 4' MART (TYP, ECURE VITA SAMp BAGS SPACE➢ 4• MMT KTYR.) WATTLE FILTER DETAIL GUTTER PROTECTION SETUP W3 � W4 IN FT PROTECTION SETUP CIP-3 ` 999 WATTLE INMTFwAFT NOTES, OW 1. THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SMWICANT STORM EVENT AID NM(E IERAOS W REMOVE SEDIMENT ACLU tA.AtED BEHIND WATTLE AS WCESSMY. 2 SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED NCN THE SEDIMENT HAS A VJM I ATED TO DIE HALF THE DIMIETER OF THE 3. VATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCWTED BY THE CITY. SEEDING CHART Table 11.2. Recommended Species and Application Rates of Seeds for Temporary Vegetation and/or Cover Crops. Species Season 1 Drilled Pounds/Acre Annual Ryegrass Cool 20 Oats Cool 70 Cereal Rye Cool 40 Wheat - Winter Cool 40 Wheat - Spring Cool 60 Barley Cool 60 Millet Warm 30 Hybrid Sudan Worm 15 Sorghum Warm 10 Cool season grasses make their major growth in the spring. Warm season grasses make their major growth in late spring and summer, Table 11.4 identifies planting dates for perennial and temporary/cover crop grasses. Table 11.4. Planting Dates for Perennial and Temporary/Cover Crop Grasses. DATE PERENNIAL TEMPORARY/COVER GRASSES CROP GRASSES Warm Cool Warm Cool Jan 01 - Feb 28 Yes Yes No No Mar 01 - May 15 Yes Yes No Yes May 16 - May 31 Yes No Yes No Jun 01 - Jul 31 No No Yes No Aug 01 - Aug 31 No Yes No Yes Sep 01 - Sep 30 No No No Yes Oct 01 - Dec 31 Yes Yes No No Mulching shall be used to assist in establishment of vagetotion. One or more of the following mulches shall be used with a perennial dryland grass seed mixture, or a temporary vegetation or cover crop. Mulch Acceptable Dates of use Application Rate Straw or Hay Jan 01 - Dec 31 1 1/2-2 tons/acre Hydraulic (wood or paper) Mar 15 - May 15 1 1/2-2 tons/acre Erosion control (mats or blankets) Jan 01 - Dec 31 Not applicable Hay or straw mulch shall be free of noxious weeds and at least 50% of the fiber shall be 10 inches or more in length. When seeding with native grasses hay from a native grass is a suggested mulching material, if available. If irrigation is used, hydraulic mulches may be applied from March 15 through Sep 30. Hay or Straw Mulch 1. Hay or straw mulch will be anchored to the soil by one of the following methods: (a) A crimper which will crimp the fiber four inches or more into the soil. At least 50% of the fiber shall be 10 inches or more in length. (b) Manufactured mulch netting installed over the hay or straw according to manufacturers' instructions. (c) Tackifiers sprayed on the mulch to the manufacturer's recommendation. 2. All straw or hay must be free of noxious weeds. CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP % OF TOTAL WEIGHT SMALLER STONE SIZE ¢,a* DESIGNATION THAN THE GIVEN SIZE (IN POUNDS) (INCHES) CLASS 6** 70 - 100 85 50 - 70 35 25 - 50 10 6 2 - 10 <1 CLASS 12 70 - 100 440 50 - 70 275 25 - 50 85 12 2 - 10 3 CLASS 18 100 1275 50 - 70 655 25 - 50 275 18 2 - 10 10 CLASS 24 100 3500 50 - 70 1700 25 - 50 655 24 2 - 10 35 • dya = MEAN PARTICLE SIZE. AT LEAST 50 PERCENT OF THE MASS SHALL BE STONES EQUAL TO OR LARGER THAN THIS DIMENSION. •• BURY ON 4 TO 1 SIDE SLOPES OR GROUT ROCK IF SLOPES ARE STEEPER. CALL UTILITY NOTIFICATION CENTER OF COLORADO I w800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer it ke CHECKED BY: Wait r & Wastew ter Utility Date CHECKED BY: U. Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date V aK C q Y la) N N DO c C O N to `v _ C y U Do 00 N N E ° OMvi In O .emu a�Ov rn ; 'd a) o' U rn c •B C Ln a5 rn f In 39 8eN fn EV 1_ a0 Hg Lai 3 Co �p ZZ W ILLI Z CL of d O ; Lu Z J O Z fV LU J (O 0 LU J - UU) LL W i0 W> 06 >- W Z O U LIL t5 OW a �� UU) I- UJ O 2Z �O =LLL =_ o U Li d_ U Permit -Seal Project Number. 187010590 File Name: C-105 Fec :1 Fi f: Q I- I- Z w O� U � Z Z O ,Q^ VJ �UJI W Z d F- JMB JAM JRG Dwn. Chkd. Dsan. YY.MM.Do Drawing No. C-105 Revision Sheet 0 C.1 23 of 114 28 2 C%j O© CV 0 PADS AT HARMONY Zz 8' LONG x 8' WIDE NAG f C350 GEOTEXTILE AA01-1 FES STA 10+04,24 N 107859.55 HARMONY ROAD W® -T E- �4955� STORM SEWER AA01 PLAN INLET TABLE AA01 2 5' TYPE R INLET STA 11+05.22 N 107784.59 E 207175.62 125+00 # DESCRIPTION SIZE/TYPE NORTHING EASTING ROAD FL ELEV 1 AA01-2 5' TYPE R 107785.29 207172.46 4960.45 2 AA01-2 5' TYPE R 107785.23 207178.79 4960.45 \ FRONT RANGE VILLAGE EXISTING 60" MANHOLE STA 10+00.00 -5' TYPE R INLET _STA 10+92.78 N 107764.10 E 208585.01 STORM SEWER AL01 PLAN INLET TABLE N DESCRIPTION SIZE/TYPE NORTHING EASTING ROAD FL El EV 1 ALO1-3 5' TYPE R 107764.79 208581.86 1 4950.54 2 I AL01-3 5' TYPE R I07761 73 208588.20 4950.52 ? TYPE VL (CLASS 6) RIPRAP 5 LONG x 1' DEPTH x 5' WIDE leg 12 CDOT CI ASS ABEDDING / �gtiZlA)�� p4 - PARAGON / o, ti AD01-1 AD01-2 FES` V 4' MH STA 9+94.81 -STA 11+07.28w / -N 107925.77g / - N 107875.00 3p E 210167.59 ) E 210267.95 E E _ - -- G - -w 2 --- - to -- W / '- ' AD01-3 10' TYPE R INLET v STA 12+08.72 N 107777.77 E 210283.18 ROW STORM SEWER AD01 PLAN INLET TABLE # SCRIPTION SIZE/TYPE NORTHING EASTING ROAD FL ELEV 1ADO 1-3 !AD01-3 10' TYPE R 107778.10 210277.53 4931.35 2 10' TYPE R 10'78.78 ----- .84 4931.35 T _< STORM SEWER AA01 STORM SEWER AL01 STORM SEWER AD01 4970 _ z z NCo 4970 4960 „" 4960 4945 4945 LLo!o HYoam . . . . . . . . . . . . . . . . . . . 4965 N h cn a7 LL ? o �o�?• �ao.� ado. o�y9Z . .N 4965 4955 o o it a .. a s �. J _ J _ J z 4955 4940 . . . �. W W N 4940 O ONCRETE JOIN ' ' • • OD N _zN ZN w•Ha z �ENCASEMEN PROPOSED ^ (N 0) . 0 fl� - LLO'o °'�6Ln m . . . . 4960 LL m _ PROP SEd o1 rn o o r1" . G DE 4960 10 ' EA. SIDE' O GRADE N + M v m ti N n a Cq 4950 WATER LIN 4950 4935 Co CRETE' JOINT' ca >� .Q NCASEMENT' o - I- - z z 0 � ~ a _j 4935 SHEET a �u)(r__ a vJ a.-u�Ci? �- XISTING J oo ci WATER LINE• • PRO OSED STA 10+06.38 ROUND I ��. 4955 Ex1srl G °? o SEE DETAIL. . . . . . . . . . EX. "ELEC in RCP @ 0.50°/ 4955 � w o N HEET C-605 RARE STA 11+43.61 4945 STA i0+08.86 GRO D w o m 4945 4930 LL s z EXISTIIARIOIfkRIOT G* 2" 4930 TOP EL 4941.84 18in RCP. Z � i- g 80 LF ° 2.3' 2.0 @ 2.30 /o _ 98.43 LF @ 1.00°/ , 4950 CONCRETE JOIN 4950 4940 .2. 8' . . . . . . / EXISTING 1 . 4940 4925 GROUND 10' EA. SIDE o + TA 10 a0.s 4925 WATER LIN EX. 16" CI TE FORT ' EX.'16" ITY OF FORT' 5.4' SEE DETAI ' ' ' COLLINS.EL.. W TER • COL•LIN WATER STA 11+39.70 'SHEET' C=60 TOP.EL..49 1.13 STA 10+ 1.31 TOP EL 4940.70 • EX1STtNG. • 4945 4945 4935 'TOP EL' 4C 2.78 I 106.39 LF 18in RCP @ 0.48% ELEC. LINE . EX. 10" FCLW STA 10+33. 4 4935 4920 U TOP EL 4427. 9 WATER EX. 10" FC D " " ' ' 4920 TOP EL 4950. ' ' ' WATER -STA 11•+13 67 STA 11t48. 0 . TOP EL'49 .93 r?. EXISTI G, EXISTING ITY OF FORT 4940 . . . . . ELEC. LI E COLLINS ATER LINE 4940 4930 ' ' ' ' ' ' 4930 4915 TOP EL 4924 20 . . Y015 EL 49 6.Od • . . . . . . . . . . . . . . . . . . . . . . . 4915 . . . . . . . . . . . • TYPE VL (CLASS 6) RIP P $TA,11+37. 7 . 5' LO G x 1' DEPTH x 5' IDE EXISTING F LWD 4935 . . . . . . . . . 1z- OT CLASS A BE ING WAfER'LIN . 4935 4925 ' ' 4925 4910 . . TOP EL 492 .16 . . . . . . . . . ' . . . . . . 4910 . . . . . . . ' ' ' • • • • . . • . EXISTMG POND' HAS HD AND' CLAY' LI ER: CONTRACT R* TO CCNF RM• LINER' TYPE AND SEAL PON L1NER AROUN 4930 4930 4920 ' ' ' , • • • • PROPOS PIPE PER MA UFACTURER'S ECOMMENOATIO . 4920 4905 . , , , , , . 4905 10+00 11 +00 10+00 11+00 1n�nn IV - w I -I +UU m ORICW SHEET - ARCH 0 12+00 KEY MAP NOTES 1) PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL COMPLY WITH ASTM C-443. HPDE JOINT SEALS SHALL COMPLY WITH ASTM D-3139. 2) ALL STORM SEWERS WILL BE CLASS III RCP MATH WATER TIGHT JOINTS. 3) ALL STORM SEWERS ARE TO BE INSPECTED BY THE CITY OF FORT COLLINS. 4) ALL COORDINATES GIVEN FOR STORM MANHOLES ARE AT CENTER OF MANHOLE. PIPE LENGTHS ARE TO INSIDE FACE OF INLET AND CENTER OF MANHOLES. ALL SPECIALLY FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINOUS VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURES MUST BE SUBMITTED TO THE ENGINEER AND TO THE CITY OF FORT COLLINS ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 5) WHEN THE CLEARANCE BETWEEN THE DEVELOPER CONSTRUCTED SANITARY SEWER AND PROPOSED STORM SEWER IS LESS THAN 1.5 FEET, THEN FLOW FILL TO 2.0 FT ABOVE THE INVERT OF THE SANITARY SEWER 10 FT EITHER SIDE OF THE STORM SEWER ALONG THE SANITARY SEWER. 6) ALL STORM LINES IN THE RIGHT OF WAY TO BE OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. - - - RIGHT-OF-WAY PROPOSED PROPERTY LINE LIMITS OF CONSTRUCTION - - PROPOSED FLOWLINE EXISTING STORM DRAIN PROPOSED SWALE NEW WATER LINE NEW SANITARY SEWER WITH MH --0- 15"SAN EXISTING SANITARY SEWER & MH W EXISTING WATER LINE ® CONCRETE ENCASEMENT O POTHOLE INFORMATION t.f 17 1:40H0 Q' r0.W. 1:5V 0 5' 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN _APPROVAL APPROVED: *D57 City Engineer) CHECKED BY: WatO & Wastewa er tility Date CHECKED BY: 6_1d7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date rn in In N Lp � a g o rn 'Poo O o N N E S��S U 8. coo a$ - N S� qq w o �j I Obi 0) c c1 j N N �. f0 rn r in k; ; o v o (n N Li OD FT L2 3 0 ow$ F«EBxQ �V0.121 ti I° =o g ggBss` o g2=$S p O_ a o E E p 15 O O N O , Ig cn�z LLI Lu >a 00 01- - Lu C0 z _j (D z Qf W o Lu 0 J ON U IMw (D- LU N06 > uj C) O0 LL 1- }Z z o c 5 S W a W Z •o O U U d 2 LLL ti U Permit -Seal r"::* 33774 t Project Number: 187010590 File Name: C-110 Fdr JMB JAM JRG Dwn. Chkd. Dsan YY MM DD Drawing No. C-110 Revision Sheet 0 24 of 114 C_1 282 tr OO 28- - AVAGO (4930) TYPE VL (CLASS 6) RIPRAP 49 5' LONG x 1' DEPTH x 5' WIDTH AE01-2 38+00 12" CDOT CLASS A BEDDING 0 btu" DOUBLE TYPE 13 INLET STA 13+64.72 / 9 N 107801.20 - 497-- r l; v °a N i� FLY L27 I� 24 CONNECT TO EXISTING 18" RCP 14 23 CONTROL STRUCTURE STA 11+71.80 E 210844.71 182+00 1�+00 - - - - +°� 85+00 1a1+00 FRONT RANGE (BY OTHERS) -- +0Q­ r7ft 109077.49 - VILLAGE -x T-- N - _ AE01-T1 - E 210434 81 - -> \ I AH01-1 (2) FES 1 MATCH EXIST. L STA 10+00.00 HARMONY ROADSTA 10+ 15 00 23 `� N 107815 22 f I. TYPE VL (CLASS 6) RIPRAP � 2 - E 211209.16 5' LONG x 1' DEPTH x 10' WIDTH - _ __� Z4 Tf.S I-k, 12" CDOT CLASS A BEDDING j - -- `-. y p e: N 109072.51 ` � ` t •�- E 210434.7E INSTALL _i._ L 1 (2 18" RCP l7 ----,._.-..•` .-L / 5 MIN. CL- _ .. i � W CL ) 3 INTEL STORM SEWER AE01 PLAN INLET TABLE # DESCRIPTION SIZE/TYPE NORTHING EASTING ROAD FL ELEV 1 AE01-2 13 INLET 107798.95 210837.47 4928.81 2 AE01-2 13 INLET 107799.32 210845.45 4928.81 STORM SEWER AE01 I 1 STORM SEWER AH01 PLAN INLET TABLE # DESCRIPTION SIZE/TYPE NORTHING EASTING ROAD FL ELEV 3 AH01-2 15' TYPE R 109082.71 210472.00 4924.89 4 AH01-2 15' TYPE R 109066.38 210471.92 4924.89 STORM SEWER AH01 DUAL 18" RCP @ 5.0' O.C. ID OF AVAGO AF01-2 1 10' TYPE R INLET J STA 10+37.25 W I I N 109088.23 E 210573.08 AF01-1 N FES (NORTH) I ( I 1+1 I STA 10+00.00 N 109097.23 E 210609.09 2 I w 10+ TYPE VL (CLASS 6) F RIPRAP 5' LONG x 11+0 1' DEPTH x 11' 8 WIDTH 12" CDOT CLASS A BEDDING INSTALL (2) 24" / RCP W/ 4.6' MIN. CL-CL / 1 tD C> ^J I � r £ AH01-2 /15' TYPE R INLET 4927 _.. 9 STA 10+40.83 ` STORM SEWER AF01 PLAN INLET TABLE # DESCRIPTION SIZE PE NORTHING EASTING ROAD FL ELEV 1 AFO1-2 10' INLET 109079.62 210576.75 4924.90 2 AF01-2 10' INLET 109090.95 210576.75 4924.90 STORM SEWER AF01 AF01 AH01 T IAE01 KEY MAP NOTES 1. PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL COMPLY WITH ASTM C-443. HPDE JOINT SEALS SHALL COMPLY NTH ASTM D-3139. 2. ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS. 3. ALL STORM SEWERS ARE TO BE INSPECTED BY THE CITY OF FORT COLLINS. 4. ALL COORDINATES GIVEN FOR STORM MANHOLES ARE AT CENTER OF MANHOLE. PIPE LENGTHS ARE TO INSIDE FACE OF INLET AND CENTER OF MANHOLES. ALL SPECIALLY FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINOUS VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURES MUST BE SUBMITTED TO THE ENGINEER AND TO THE CITY OF FORT COINS ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 5. WHEN THE CLEARANCE BETWEEN THE DEVELOPER CONSTRUCTED SANITARY SEWER AND PROPOSED STORM SEWER IS LESS THAN 1.5 FEET, THEN FLOW FILL TO 2.0 FT ABOVE THE INVERT OF THE SANITARY SEWER 10 FT EITHER SIDE OF THE STORM SEWER ALONG THE SANITARY SEWER. 6. ALL STORM LINES IN THE RIGHT OF WAY TO BE OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. - - - RIGHT-OF-WAY PROPOSED PROPERTY LINE • - - -0-� .- LIMITS OF CONSTRUCTION - - - PROPOSED FLOWUNE NEW STORM DRAIN WITH MANHOLE EXISTING STORM DRAIN PROPOSED SWALE NEW WATER LINE NEW SANITARY SEWER WITH MH - --0 5"SAN - EXISTING SANITARY SEWER do MH W EXISTING WATER LINE ® CONCRETE ENCASEMENT Q POTHOLE INFORMATION 4945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 4940 J 4940 F . o (0w IN �Cq N cli 4935 w A S'in 0 N . . . o ILL U �. ao LU z w i� 0 z �. 0Q�> m ai w z 4935 4 va) - ¢ u~i an w � . . . . . . v w z LL v �` c w � ro 0 w. . . .I . x w 0. EXISTIN w . .PROPOSED �Sj>OZ zrn� O U F. H o u7 m, co OD oN � rn Z.M .m'a. ate' ., a 0 F• TELE LINE U n. � N N .- . 8. o o. N . . EXISTING . . o wF >wzx 2 0 D. N N LL o r`0.GRADE witO1 ^i,r W' STA10+66.0 MQ rn 05 4930 GROUND . . . . . . . z ¢ rn _ XF> � ¢ w. w z rn _ rn mo g v , Ui n Dorn rn ¢`r'aiLL c" + v a,o Nz w c,l_., O. U w x EXISTIN 640N� + H fig' w+�� 00 orn� `* N rn v 4930 w+F az �rnr LL z U r rn0 CNI w+l o� ¢O mILL in 0_Z. ¢-fn U. .._ .O PXIS'TING �. PROPOSED ¢rnLL> lL' d H:J> ZF- >. z . . . . . z L �? - . GROUND GRADE ¢ Co a ? w rn 4925 364.73 LF - _ _ PROPOSED 18 LF 4925 n . ° @ 0.50% 6.08 LF r� i`- , ,�.,. F�ClS ;. - 8.16 L @ 0.29%. 115:76 LF 18" 12CP . . . (2) FES ' EXISTING @ 0.29% ' FRCP (2) 24" FES . . . . . . CONN CT TO, @ 0.50%• 31.75 LF GRADE. STA 11+46.6 :... @ 0.29% EXIS NG 18" i (2) 18in RCP EXISTING 4920 . . . . . . . . . . . . . . . . . . . . . STOR DRAIN c.; . @ 0.50% . . . • ELEC LIN . . . 4920 STA. 11+.39.10 EXISTING TYPE VL (C SS 6) RIPRAP EXISTING TELE LINE . . . . . . . . . . . . . F LONG x 1 DEPTH x S WIDE . . . . . . . . . . . . . . SAN LINE . . . . . . . . . . . 12" CDOT SS A•BEDDING . . . . . . . . . . . . . . . STA 10+32.35 . . . . . . 4915 . . . . . . . . . . . . . TYPE VL (CLASS6)- RIPRAP CONCRETE JOIN 'STA 11 22.63 . . EXISTING. TYPE VL 4915 TELE LINE . . . . . . . . . . . . . . . . . . 12" CDOT CLASSA BEDDING . 10'• EA. SIDE 0 WATE LINE STA RIPRAP ' . . . . . . . . . . . . . . . . WATER LIN STA 1+05.25 EXISTING EXISTING 5' LONG x 1' SEE DETAIL ' E (STING GAS LINE DEPTH x t1' 491 O ' ' • • ' ' ' ' • ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' • • ' • • • • . . . . . • . • • • • . SHEET .C-60 . . . T LE LINE WIRE 4910 12" CDOT CON RACTOR TO CO FIRM EXISTING TILITY CLASS • . . • . • . . • • . • • • • • • • • . . • • • • • . • . • . • • DEPTHS. FROM POTHOLE • INFOR VIATION BEDDING' . . . . . . . . . . . . . . . .I I I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P VIDED BY THE CITY OF FORT COLLINS 4905 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4905 8 14+00 m N i� ORw1NAl. SHEET - ARCH D 13+00 12+00 11+00 10+00 10+00 12+00 11+00 10+00 a 17 0 1:40H40' 60,80. 1:5V 0 5' 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPJROVAL APPROVED: G City Engineer D e CHECKED BY: �� /�.. W�, Wasstteewa//teer ty at CHECKED .� •.Ufy�- BY: A�,,,I4 All6 o 6-/Pp Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date F- H Z w 2w Z WO aw �w z ID W 0 w U �Z J O U - IV wg J 0 w - W �w LL 0 06Z O U ILL s F- w Z O vi =_ 0 U UU) a� 2LL r UL U Permit -Seal 124107-sew A lei Project Number. 187010590 File Name: C-111 Fdr c 0 w J FL a 06 w w ILL m U) JMB JAM JRG Dwn. Chkd. Dson. W.MM.DD Drawing No. C-111 Revision Sheet 0 25 Of 114 C - 1 282 s a ■■A ■ _ -- - -23+00 �- -AK01 1 OUBLE CDOT oar BEGIN PIPE EX. GAS M TYPE 13 INLET -, -- - STA 10+00.00 _ STA 12+35.94 EX. FIBER N 109080.28- „ ._ N 108844.43 OPTICS 126, E 210574.58 -_ - �49\ E 210580.79 :T, / . -.... -- -- - 6 12+00 1+69 L_4,9 VIA, 1 t Y STORM SEWER AK01 INLET TABLE # DESCRIPTION SIZE/TYPE I NORTHING EASTING FL ELEV 1 AK01-1 DOUBLE CDOT TYPE 13 1 108845.10 210582.69 4925.57 STORM SEWER AK01 HARMONY,RO-Ab� y1 END PIPE o� /STA 12+97.20 �951 N 107674.23 EXISTING CONCRETE /_ F gnn379 F4 _sl A001-4 STA 13+01.94 N 107674.30 E 208364.99 IRRIGATION LATERAL A001-3 A001-1 BEGIN PIPE STA 10+00.00 N 107671.45 E 208669.83 IRRIGATION A001 INLET TABLE (CENTER OF BOX) # DESCRIPTION SIZE/TYPE I NORTHING EASTING RIM ELEV 1 A001-2 12" ADS AREA INLET 107663.13 208604.65 4947.47 2 A001-3 12" ADS AREA INLET 107664.64 208520.22 4947.19 IRRIGATION LATERAL A001-2 4948), 140+00 EXISTING 1:40H 0 'w. 60• 80' 1:5V0 5• 7.5' 10• IRRIGATION A001 AK01 :I fit'• A001 ell A001-2 A001-3 or A KEY MAP NOTES 1) PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL COMPLY WITH ASTM C-443. HPDE JOINT SEALS SHALL COMPLY WITH ASTM D-3139. 2) ALL STORM SEWERS WALL BE CLASS III RCP WITH WATER TIGHT JOINTS. 3) ALL STORM SEWERS ARE TO BE INSPECTED BY THE CITY OF FORT COLLINS. 4) ALL COORDINATES GIVEN FOR STORM MANHOLES ARE AT CENTER OF MANHOLE. PIPE LENGTHS ARE TO INSIDE FACE OF INLET AND CENTER OF MANHOLES. ALL SPECIALLY FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINOUS VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURES MUST BE SUBMITTED TO THE ENGINEER AND TO THE CITY OF FORT COLLINS ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 5) WHEN THE CLEARANCE BETWEEN THE DEVELOPER CONSTRUCTED SANITARY SEWER AND PROPOSED STORM SEWER IS LESS THAN 1.5 FEET, THEN FLOW FILL TO 2.0 FT ABOVE THE INVERT OF THE SANITARY SEWER 10 FT EITHER SIDE OF THE STORM SEWER ALONG THE SANITARY SEWER. 6) ALL STORM LINES IN THE RIGHT OF WAY TO BE OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. - - - RIGHT-OF-WAY PROPOSED PROPERTY LINE mmIeeiiwt LIMITS OF CONSTRUCTION - - - PROPOSED FLOWLINE PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED SWALE PROPOSED WATER LINE PROPOSED SANITARY SEWER WITH MH --E715"SAN EXISTING SANITARY SEWER do MH W EXISTING WATER LINE ® CONCRETE ENCASEMENT POTHOLE INFORMATION 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4965 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4965 F LU. . . . . . . . . . . . . . . . . . . . . . . . . . . . Z . . . . . . . . . . W. W. . 4935 w UJ . 4960 z . z . 4960 uio It`� z w� CD a . . . . . . . w� raj w. '��lt N�01V O N wao��. J Oi 01 UQI0) 2 G• N� J^ 01 _ �. 0Lo�. Ow o YOF� Z o�¢�v> +¢wr`F 0 a +¢ W r �a. t4� g 4930 Y ¢ ,¢Qd1D_ - . Ybar- ¢ j rn ? 4955 C7 �7 o O x z• N d o o x z j. 0(� + v w z 4955 PROPOSED 1111_o _ GROUND EXISTING Fow- v� ¢ cn ? I- cn Z. I - ow- rn ¢ cn o ? F rn r ? $ z O W > S I¢-- > 0 3C ' GRAD ¢ Ucn�. av�?Uw O . . . . . . . PRO OSED . . . . . . . . . . . . PROPOSED . . . . . . . . 4925 . . . . 4950 RADE GRADE. 4950 PROPOSED GROUND. -+ ' • 235.94 LF 19"x30" HERCP @ Q.46. 297.20•LF 34X53 HERCP @ 0.26% • • EXIS ING I ' 4920 4945 . . . . . D CH . . . . . . . 4945 EXISTING. 5.50 LF 5.62 LF 6" HOPE 8" HDPE• . . . . . . GROUND. 8". .REMOVE . . . . . . . @ 0,50% @ 0.50%. 8". . . . HDPE. EXISTING . 4915 . . . . 4940 . . . . . . . . . . . . . . . . . . . . . . . . HDPE. . . . HEADWALL . . . . . 4940 BASE FROM LIMITS OF 0 0 EXISTING )ROP STRUCTUREH . H UJ TO.PIP.E I VERT . . . . . . z . . . . . � . . . . . . . . 4910 . . . . . . . . . . . . . . . . . 4935 . . . . . . . . . . . . . . . � w . ; 0 ui W 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . OOF+ . . . . . . . . . . . . . . . . . . �wO"z g�. ¢>. , W0o,z ��v~i ¢> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . 4905 . . . . . . . . . . . . . . . . . . . . 4930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4930 4900 . . . . . . . . . . . . . . . . . . . 4925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4925 12+00 � N m � ORWJAL SHEET - ARCH D 11+00 10+00 10+00 10+00 13+00 12+00 11+00 10+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 w800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LARIMER CANAL NO. 2 WARREN LAKE APPROVED: City of Fort Collins, Colorado UTILITY PLAt4 APP OVAL APPROVED: Mae City Engineer \ CHECKED BY: 2A Water & Waste ater Utility Date CHECKED BY: ZJ16 iq-0 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date c $ C7 N N 'a 8 lir 75 20 W)� °pep;e V M ai O 50140 U c L'S ° 10 N 'o C) I rn rn a SI j C N N U 00 C. " s BogaO` a n N li a0 H lei o ^ S1 $ 0 M sgg8e �6s�j I I� Ig �M j lll­�� z wz �w >a Of a> O �w o� z JZ U wg w 0 ON U U W 0- W_ N W U pO O 06 O Z o =_ t _ U W cn 2 2 Z 0 r � UL m U Permit -Seal Project Number: 187010590 File Name: C-112 Fdr JMB JAM JRG Dwn. Chkd. Dean. YY.MM.Do Drawing No. C-112 Revision Sheet 0 26 of 114 G-1 282 4 Go N 101 • v � �e 1 . obi B001-2 CONNECT TO EXISTING STA 10+00.00 l N 107888.53 E 210596.95 n --(4931 493. AVAGO B001-1 t 492 �49J, HEADWALL s STA 10+14.00, '`,ki �, N 107889 75 CONCRETE DITCH / .DETAIL SEE SHEET C-604 HARMONY ROAd 4 i IRRIGATION B001 PLAN HEADWALL TABLE # DESCRIPTION SIZE/TYPE NORTHING EASTING TOP ELEV 1 B001-1 HEADWALL 107886.53 210611.17 4929.88 2 8001-1 HEADWALL 107893.01 210610.61 4929.88 IRRIGATION B001 q�3a� END PIPE STA 10+22.50 N 107700.93 E 210433.71 MATCH PIPE STA 10+00 N 107703.37 E 210456.08 � N i IRRIGATION D001 PLAN IRRIGATION D001 END PIPE - STA 10+32.14 N 110"128.15 E 2110475.31 1 it �n N s, 1 11 / 0 I lit // jjj W I, BEG. FES w N I \ STA 10+84.82 I N 110378.80 AI01-1 E 210466.89 • 2 CL EX. 36 RCP - EX MH STA 10+00.00 STA 10+00.00 N 110227.69 1 N 110436.90 E 210507.45 I ----4925 E 210492.82 2 , A101-2 _ ;DOUBLE TYPE 13 __ __ AJO1-1 \ SEE SHT. C-605• - - - -5' TYPE RINLET- STA 10+09.11 STA 10+55.65 - - - IN 110227.83 ` E}00 N 110381.28 by E 210495.85 F 210494-64 7JEGLER"ROA01- STORM SEWER A101 PLAN INLET TABLE # DESCRIPTION SIZE/TYPE NORTHING FASTING FL ELEV 1 A101-2 DOUBLE TYPE 13 110223.84 210495.17 4925.55 2 A101-2 DOUBLE TYPE 13 110231.83 2 j 0495.19 4925.51 0 40' 60' BO' 1:40H 15V0 5' 7.5' 10' STORM SEWER A101 STORM PSEW R AJ01 INLET TABLE # DESCRIPTION SIZE/TYPE NORTHING EASTING FL ELEV 1 AJ01-1 5' TYPE R 110381.95 210492.47 4924.77 2 AJ01-1 5' TYPE R 110375.62 210492.45 4924.77 STORM SEWER AJ01 D- . . . . . . . . . . . . . x . . . . . . . . . . . 4940 X . . . . . . . . . . n 4940 ftiS 9Q ItoU)+ O J i.W LLaLL N p V H 'L Fw' Cn to Q s N N w m0 �' �. ro Wawa. r wU) Lo ��rn . g~ v�o V �M. . wa uj tax w z� �� � . . . o' �� �Na �a z 4935 4935 ~oc�o U Q r oN J�N. >motouiH N O Q75 Z�V �_� Q) a07 O� CN JH �O NmW�O �� 0 � Z C Q(n O'LLZ CO. Z OHa 8�wZ gv. wy� w* .dr0• z�>. rz >. w.Cn . a.+o J S'�Wmr?. JW++ pia ¢0�enU- Q��> � zoo >. �i W. a m� ovN. PROPOSED. wX UX Z wm-. Z v?-. ZF aWQ> Q� Z .� a. OJ N mzN .0) OLO 0) xornZ 4930 GRADE Q�>. . W.u) ao vwivi? . . m . . . . W+�. LoD'L6n.H +Wamo �Q�- x~�> 4930 U�z w z. o��� . 2 in RCP j14.01l) LF . . . . . . . • PROPOSED RETAINING WAL PROPOSED GROUND m _ J.Z - _ Q o LL 2416 RCP 152 LF 1:36°I° • . . C GRADE NCRETE DITCH - 0.45% INSTALL' ACCE PREVENTI S ' N PROPOSED a It 4925 4925 • • • • • PAVING TO MATCH 34"X53'"HERC GRATE ON F=E GROUND GRADE 1 OF WAL 55:65 LF . . EXISTING 22.54 LF 18in RGP GROUND 34" X53" HERCP EXISTING 20.49 LF• 1.00% G12ADE 1Bin RCP. @ 0.40% 4920 4920 . . . . . . . . . . . . . . XI, X'0.5` DEEP 1.46% STA 10+0 10 EXISTING EXISTING TELE LINE . . 17. LF 1.84 LF GROUND . . . . . . . . . . . . . . . . . . . . . . . T8in RCP • ' ' 36ih RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . @ 5 93% @ 6.93% . . . . . . . . . . . . . . . . . . . . . . . . . . 4915 4915 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4910 4910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4905 4905 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . 4900 4900 . . . . . . 10+00 11+00 11+00 10+00 10+00 11+00 10+00 KEY MAP NOTES 1) PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL COMPLY WITH ASTM C-443. HPDE JOINT SEALS SHALL COMPLY WITH ASTM D-3139. 2) ALL STORM SEWERS WALL BE CLASS III RCP WITH WATER TIGHT JOINTS. 3) ALL STORM SEWERS ARE TO BE INSPECTED BY THE CITY OF FORT COLLINS. 4) ALL COORDINATES GIVEN FOR STORM MANHOLES ARE AT CENTER OF MANHOLE. PIPE LENGTHS ARE TO INSIDE FACE OF INLET AND CENTER OF MANHOLES. ALL SPECIALLY FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINOUS VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURES MUST BE SUBMITTED TO THE ENGINEER AND TO THE CITY OF FORT COLONS ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 5) WHEN THE CLEARANCE BETWEEN THE DEVELOPER CONSTRUCTED SANITARY SEWER AND PROPOSED STORM SEWER IS LESS THAN 1.5 FEET, THEN FLOW FILL TO 2.0 FT ABOVE THE INVERT OF THE SANITARY SEWER 10 FT EITHER SIDE OF THE STORM SEWER ALONG THE SANITARY SEWER. 6) ALL STORM LINES IN THE RIGHT OF WAY TO BE OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. RIGHT-OF-WAY PROPOSED PROPERTY LINE LIMITS OF CONSTRUCTION PROPOSED FLOWLINE NEW STORM DRAIN WITH MANHOLE EXISTING STORM DRAIN PROPOSED SWALE NEW WATER UNE NEW SANITARY SEWER WITH MH - -015"SAN - EXISTING SANITARY SEWER & MH W EXISTING WATER LINE ® CONCRETE ENCASEMENT to POTHOLE INFORMATION CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LARIMER CANAL NO. 2 WARREN LAKE APPROVED: JOHN STRACKEN Date City of Fort Collins, Colorado UTILITY PLA APP OVAL APPROVED: City Engineer I D to CHECKED BY: Nk Water & Waste a Ut�il-ity Date CHECKED /r BY: �Lts �Q% Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U = � d $ 0) N � 04 t N c0 �Co) w fn 0 v U N N E = 0 d M (n O -t o U a G p C a) 0 C JypypJ(( C d C OU m N $ y 81n P ; 1 �cx>. 6N 39 T C v p B (n lei 00 H 2 3 a y er° v O 0 a6_2$Q p°$P�r? Y 0 „ ggB��s g21 i� i C (S2 gi= FdFN� v �v I� (g FO F- H Z W Z a- 00 LU G - LLI LLI 0 Q 1 J Z LU J J O N C7 - U C LLI W W_ W 06 OLL Z O 0 >- 0 c .2 Lu Of M0 r U U) = Ix LLL t0 m U Permit -Seal 1/E/AID n, Project Number. 187010590 File Name: C-113 Fdr JMB JAM JRG own. Chkd. Dean. YY.MM.DD Drawing No. C-113 Revision Sheet 0 27 of 114 282 C-1 c (V F D7 (n N N 00 6 0 w E = rn M f=2 OU u? (o a A C N N rl) 00 00E � 9 ins o I U MOOR U 0) o � s•� 'o. f0 rn u7 x 05 ON L? 0 ti LF 3 8vN o �3 gas00 „ >R N O S L L n'EMS S ? V u m Uo x `�. E E y '+,� 4, FL V O F N O Fr tit 9 4 Wat Cl) Z J Z Date O N U N F— ft Date O LU > U-0 Date W O W Date U U) d Date c5 Permit -Seal VJ Z jllr W 2W W 00 of J d W W Of 0 w W QJ J J W N U W ca } Z O 0 Q i U 2 Li t(L:) Project Number. 187010590 File Name: C-130 Fsg Me JAM JRG Dwn. Chkd. D;an YY MM.DD Drawing No. C-130 Revision Sheet 0 28 of 1 l j# C-1 28 2 EXISTING EOA �l __3PROTECT IN PLACE 97+00 -�� --~ DO IlOT I ONE iMAY - E _ — —___ .-_� - PROTECT PROTECT ! __. - - IN PLACE IN PLACE - -- — — _ EJIM \ �v W LIMIT 11. I� RY.,. PROTECT 3 1 IN PLACE PROTECT IN PLACE I < — 100+00 101+0 RIGHT LANE ENDS "-1R 48'X48" A: 101+31.18 FSET: 70.78 L t 3 1 14 14 4 STA: 101+97.24 1 OFFSET: 15.50 R C' a C v o i 'S c o � oa m m >_ n o^ 98 co N STA: 101+97. OFFSET: 27.50 ANV0. TIME j' R7-100 PROTECT IN PLACE R3-7R PROTECT IN PLACE BIKEWAY RS to�.'µt PROTECT F���Pttf9x -vrnarKcr IN PLACE oKr. \ PROTECT IN PLACE R1-1 _._- PROTECT R4- 7- IN PLACE PROTECT IN PLACE Ill 4n48" STA: 99+19.81 OFFSET: 65.33 L STA: 99+09.32 OFFSET: 11.50 L\ s ['IMBERLINE ROAD AND "COLLINDALE \ GOLF COURSE" SIGN PROTECT IN PLACE _'-/ __ . f __ Ji - -I—_ I RIGHT LANE MUST li URN RIGHT C1NLY k3--7R R3-`'R PROTECT PROTECT IN PLACE IN PLACE 8 STA: 105+90.42 — �.. — —OFFSET: 61.26 L — - -- - 8— rL'J — 1 00 05+00 —foe2 G - -- - F z < _ t - F = 1 — coo_ — 00000 — 1 — of#1 2 — PROTECT IN PLACE cp R4. 7 _ - 8 � PROTECT- ��_.-____—_ IN PLACE T _ - --IIII III�IIIII��� r ST 104+22.16 "� ERSEa 0 .FS�T- 72.66 R I it W U I! PROTECT � IN PLACE ( BIKEWAY MN I # nr(1nr 1Xf WM I � 'nvrcx i nni�rt `PROTECT IN PACE k0T G - T7 EKTER R5 i PROTECT IN PLACE C t O oe J !`W All i s 131/ � 132 L 132 WT HARMONY ROAD KEY MAP 0 30' 45' 80' 1:30 U 8" WHITE SOLID LINE 2 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) 0 YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL - 25' SPACING 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAf4 APPROVA APPROVED: AD City Engineer to CHECKED BY: M At Water & Wastewater Utility Date CHECKED BY: )VA. Stormwater Utility Date CHECKED BY: PGR ation Date L• U-P CHECKED BY: I Traffic Engineer Date CHECKED BY: Date s� �E� rn� �,o apsps So y o_ �U N N E S o$ C a U N O 't 4 8 S O C N n e o U - o ^ ^ c 0) o U 0) 0) o c'n N FNES cc rn r n x 3 F'o' e in ON li co H LNi 3 BAN c of i�g9� w _ 0 C Y0z89�''F V�hw'r a� n $Cp 0 t L o R EE 1„H Y W Fr Ei I— z >a 00 — W Z -:i z W W g J ON U&5 — J CD— W> J W � 00 LLu � Z O 1 0 ow o� 2Z o_ o O C) U a? cn 2 LL U U Permit -Seal 33774 R Project Number. 187010590 File Name: C-131 Fsg JMB JAM Tw Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-131 Revision Sheet 0 29 of 11? 4 C - 1 261 ORMOL SHEEP - INCH D FRONT RANGE VILLAGE SITE NEW ROW FOR PADS PADS AT HARMONY SITE 4- 17.0'� 2.5' 8.0' 12.0' PROPOSED GRASS PKWY di 1 N EXISTING EDGE OF ASPHALT NEW ROW FOR FRV --{ 3.0' 6.5' 13.0' 6.0'-{-13.0' SHLDR. 4) 1 EXISTING EDGE OF ASPHALT PROP. ROW 14.0' 15.0' 6.0' 1 1 PROPOSED ASPHALT PVMT 13.0' 1 14.0' 13.0' 1 �'-- 8.0'-1.0}- 8.0' 12.0' 1 13.0' PARAGON SITE I 9 1 1 ice. • : �... PROPOSED EDGE EXISTING SIDEWALK OF ASPHALT EXISTING ROW r 16.5' � HILD 8.0' SHLD AVAGO SITE R. EXISTING CONCRETE IRRIGATION DITCH ..,aV&,_. 7Laaalah7r EXISTING EDGE OF ASPHALT pj 4 PROPOSED ASPHALT PVMT CONTROL LINE 175.5' ROW EXISTING ROW 3.5' I 15.0' I 14.0' 12.0'12.0'8.0'12.0'-j 3.5' r12.0'-j 3.5' r5.0'0.5' h t t t (' N OUTFALL CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) RAISED CONCRETE MEDIAN (SEE SHEET C-603) HARMONY ROAD TYPICAL SECTION STA.124+00 N.T.S. CONTROL LINE 159.0' ROW 17.0' --'} 1-15.0 t OUTFALL CURB AND GUTTER (SEE SHEEr C-600 FOR LCUASS DETAIL) RAISED LANDSCAPED MEDIAN (SEE SHEET C-603 FOR LCUASS DETAIL) HARMONY ROAD TYPICAL SECTION STA.141+50 N.T.S. PROPOSED ASPHALT PVMT EXISTING ROW 15.0' 12.0' 7.0' -2.5� 9.0' --i t I I� tJ PROPOSED ASPHALT PVMT CONTROL LINE 163.0' ROW 14.0' 15.0' 8.0' -1--ji 14.0' 1 12.0' 13.0' 1 1 h t t F � PROPOSED ASPHALT PVMTT J �INFALL CURB AND GUTTER OUTFALL CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) (SEE SHEET C-600 FOR DETAIL) LANDSCAPED MEDIAN (SEE SHEET C-603) HARMONY ROAD TYPICAL SECTION STA.155+00 N.T.S. 12.0' 13.0' 14.0' � 1 1 PROPOSED ASPHALT PVMT 155.0' ROW CONTROL LINE 12.0' 14.0' 6.0' HARMONY ROAD TYPICAL SECTION STA. 161+00 N.T.S. PROPOSED ASPHALT PVMT EXISTING EDGE OF ASPHALT 12.0' 8.0'-1 4.0' AA o: t p6 EXISTING EDGE OF ASPHALT THE GROUP, INC. EXISTING CONCRETE DITCH 20.0' PROPOSED SAWCUT EDGE OF EXISTING ASPHALT EXISTING CONCRETE DITCH EXISTING ROW EXISTING ROW 16.0' � 14.0' 1 12.0' -}-- 8.0' 12�01 i 1.5' INTEL SITE t t t NII OUTFALL CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) RAISED CONCRETE MEDIAN (SEE DETAIL SHEET C-603) INFALL CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) PROPOSED ASPHALT PVMT PROPOSED EDGE OF ASPHALT fn U1 N (0 7 n 7 2 O N (0 -0 U) v 0 N N E p vL 0 C a o Lb 41 O U aC a oy� y C N O O 'a o« w y 'o ° I 0) or) cc cocc C U N N [ Q C) 0 0 c N li 00 H vy p- FsoTs� w s YYYYYYt >S O o5- ^roN.a =16 PVH SITE (Ili z8« N S8 oc�S o.20 Lo E'E oo«� I� I� I� CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAbI APPROVAL APPROVED: City Engineer (/ CHECKED BY: hil Water & Wastewat r Utility CHECKED BY: Stormwater Utility CHECKED BY: Parks & Recreation CHECKED BY: Traffic Engineer CHECKED BY: Date Date Date F 0 [n H Z LLI 2w Z > frO d aw �w J Z o� W w Q J O UFn N J C) w_> N J - LU w LL pO w }9 Z CD r-) O ts m W W Q. 2 rt w c Z o O U o Ucn a� 2LL LL U Permit -Seal Project Number. 187010590 File Name: C-003 Fst JMB JAM JRG Dwn. Chkd. Dsan. YY.MM.Do Drawing No. C-003 Revision Sheet 0 3 of 110114 C. 28 2 N IGHT LANE BEGIN "`E MUST RIGHT TURN LANE RN RIG D10 a PROTECT IN PLACE�.%� R3-7R R4-4 STA: 107+31.65 STA: 107+97.69 -_" OFFSET: 68.50 L OFFSET: 68.59 L - - --'- r- _ .. .,,-- 1 1 4 4 2 V u� 5 v IF i 0 a o v � i _>e �U �m o� oa- jn o� sag W N ORKM& SHEET - AM41 0 (RIGHT LANE MUST !TURN RIGHT R3-7R ITFCT IN PLACE — STA: 107+44.75 STA: 109+46.87 — F 1 8 OFFSET: 42.94 L OFFSET: 7.51 L 09+00 110+00 — Z J J I rEED C"` IMIT !I 2 PROTECT IN PLACE _ --- -- R2-1-55A - -- ___- PROTECT IN PLACE LU4NRJIGH I R3-7R PROTECT IN PLACE �!� (-ADOPT 11 BEGIN 11 RIGHT TURN LANE IMBERLINE ! it i ROAD TO BIKES .:YIELD .�__r� PA -A PROTECT IN PLACE RELOCATE 14' 1' 112+00 113+00 7 1 l L STA:112+62.69 1 I OFFSET: 69.83 R STA: 112+90.85 — �,r OFFS€T:"-26._0 R 0 0 0 R4-7 PROTECT IN PLACE RIGHT LANE MUST URN RICH R3- 7R PROTECT IN PLACE O _ 1 131 rrT -132 13: 133 HARMONY ROAD KEY MAP 0 30' 45' 60' 1:30 J 8" WHITE SOLID LINE $2 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL - 25' SPACING 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL /:l tl APPROVED: i D6t City Engineer CHECKED BY: MAC Water & Wastewater Utility Date CHECKED BY: &. Q. - Stormwater Utility Date CHECKED BY: C Date Parks r on CHECKED BY: _ � ei-d Traffic Engineer Date CHECKED BY: Date s� s y¢ C N U M 0000 00 Eo C V M u; O « -W U ° C <O O �` C; p ° p 0 N r r Sc 13 a LU o rn rn o ii s C N U N rn «c ! IO x ; Qao °a4Q£ rn OCV lei 000 H L? Mo.z8s1s Ei P M ru ~ Z Jr- W 2W Z >a Oa, 0 a W W cn _j Z X w 0 < J O U� H IV J 0 W- fV J — W LL Q Z O < uU I LL O t5 F- W W O 2 C H —_ Z o a UF— d 2u_ L° Permit -Seal 33774 I[;: yl 0-7 Project Number. 187010590 File Name: C-132 Fsg 9 K Y q 0 e Ckf Z D_ ER F- 0 DO < W Q Z O < Z W (7 < U) 2 d F_ JMB JAM Tw own OWDsan. YY.MM.DD Drawing No. C-132 Revision Sheet 0 30 of 11l+ C - 1 282 tV co J { -� ;sFaFeL1I I ! R t _OA 1 A PROTECT IN PLACE PROP EOA } �" l � - (I N WRONG WAY EIIITER5-1A � RESET R5-1 STA: 123+81.82 RESET TO -.-- - --_._ OFFSET: 15.17 L • 24 40 23 SOT N OMAY R5-1A RESET TO STA: 126+8139 \ OFFSET: 3.52 L 11 J FA -15 4�(ice 127+00 W a 1Z1+W TzztW = rzatw 1 124+00 — Tw W � V z� t a >5 m F g 9 v IF n_ 1 i 8 x Z N c O T i ¢ > O m� �? oa' o� � a �-2 w� 8 � N N \ 1 N MOM SHEET - AKH 0 PROTECT IN PLACE YIELTO BIKES - _D _ R4-4 PROTECT IN PLACE RESET TO STA. 1 + I I kk STA: 126+32.59 OFFSET: 15.17 L I I ( # 8TA �J5(+96.36 OFFSET: 3.43 L 4 I I I (� FS : 57.86 ' 8 HARMONY RD SNOW MESA ON MAST ARM p — 1 7 SEE L.C.U.A.S.S. SEE MAST C U.ARM S. — 7 -- 14' 1 — ONLY NLr — 1 R3-5L ON ARM ON MAST ARM +Or =�_..: ., �ii'' RIGHT LANF. STA: 124+50.20 MUST OFFSET: 60.33 R URN RIGHT .. R3r7R_ PROTECT IN PLACE VI I JL 1. VJ. .v • OFFSET: 71.70 R 000 0 00000 11 — 8 1 14 O o ONLY OM1 -2 RESET TO 14-7 R3-5L � 11' STA: 124+68.39 OM1-2 ON MAST A — OFFSET: 14.22 L RESET 5 g �/ � STA: 125+77.99 — OFFSET: 4.90 L y HARMONY RD pN MAST ARM` r-SEE ASTQ_UAR ' . _- - 1� NOTE: BIKEWAY SEE SHEET C-144 FOR TRAFFIC SIGNAL LAYOUT e:xua uaxnmr.— PROTECT IN PLACE is V rP �eaa rw� CIO r .. 132 - 133 13 135 HARMONY ROAD KEY MAP 0 30' 45' 60' 1:30 J 8" WHITE SOLID LINE �2 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) 0 YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 1 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL - 25' SPACING 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 1 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: G / 0 D to City Engineer ( CHECKED BY: NIAL' Water & Wastewater Utility Date CHECKED BY: A Stormwater Utility Date CHECKED BY: Parks cr ation Date `L CHECKED BY: Traffic Engineer Date CHECKED BY: Date F- W ft- � Z W 0O a- aj W Z J Z J 0 O N uJ N J Of LL pO W �� Z U' o tL }uJ w O Of a' � 0 U CL E. UU) d 2LL 1i U Permit -Seal 1:V 00 ww"�Ojl N f Y 9 Im Project Number. 187010590 File Nome: C-133 Fsg JMB JAM TIN Dwn. Chkd. Dsar,. YY.MM.DD Drawing No. C-133 Revision Sheet 0 31 of 11,0# -1 ?. 5 z N I W ne o STOPILL R1-2 4 Q STA: 140+58.73 PE%R3- S C R3-SERIES OFFSET: 92.27 L _ RI -I STA: 139+11.33 STA: 140+27.40 r- STA: , + OFFSET: 135.73 L �! w I OFFSET: 139.81 L - OFFSET: 105.86 L STA: 140+48.25 1 I OFFSET: 59.08 L 0 . , .�.. STA: 138+96.94 Ci .'' OFFSET: 94.48 L i1N 10 0K °° SPECIAL .1 12, °O °O R3-SERIES , U o %:77., RESET T0: 11 STA: 137+04.98 oMt-2 OFFSET: 79.67 L STA: 140+49.62 STA: 140+65.19 1 OFFSET: 62.56 L 4 9 OFFSET: 88.51 L F STA: 139+03.96- / 3.43 OFFSET: 51 F - - - - - - a f TI -(f - - - 17 a9 s Vtti II - - IMUST E - 393 _ a O / / 9 14' URN RIGH {�J 1 0° m - L / �- R3-7R- ` _ 1 R4-7 \ j = 14 STA: 140+95.43 ` STA: 139 OFFSET: 82.90 L OFFSET:LL_1 . %1 00 �1 141+00 135+00 136+00 c 137+00 138+00 _ _ k` Ci Z Q� jj1j'L - Y� TA: 134+54.19 _ ���_ \ ._- \ 4 7 - OFFSET: 6.96 R „Q.. 1 0 o 0 1 - 1 - o 0 0 1 0 o00 SPECIAL R3-SERIES 8 j R4-7 1 1 a STA: 138+43.06 OMI-2 I OFFSET: 73.91 R G� STA: 139+19.93 - OFFSET: 6.67 L -�� 0 9 10 NOT STA: 139+ 0 • IGHT LANE - r.. T- - OF . 67' R FSET• , N HOM WAY MUST 3 4 - ? MIAv 00 NOT GH7 LAND _ - - - - - - MON RN RIG ''•� .. RIGN4 EANE--- R5 1 ■Mop. _ '� R5-IA __..----. ____ MUST STA: 140+58.75 STA: 137+83.36 NNTEII _�_ -- 8 0°0 OFFSET: 3.06 R SPECIAL R3-SERIES OFFSET: 9.28 L uRN RIGH TURN RIGH R5-1 O o STA: 140+99.31 - - --- �_ ---- -���� STA: 138+89.60 s ;ir ras. ° OFFSET: 72.02 R OFFSET: 8.82 L REMOVE . R4-7 STA: 140+44.19 REMOVE 11' 11' 11' 11' ST :0140+29.15 OFFSET: 64.12 R NOTE: SPECIAL R3-SERIES SEE SHEET C-145 FOR TRAFFIC STA: 139+47.96 OFF T: 4.85 R SIGNAL LAYOUT AND SIGNAGE OFFSET: 125.53 R 8 ON MAST ARMS SPECIAL R3-SERIES STA: 1414,60 ON l ONl �+ 14 OFFSET: 141.76 R 1Mo1. SEE SHEET C-135 FOR CONTINUATION - IGHT LAN t - : .... ..-. ... .., •• .. ,� 117 MUST ' • . : » .ow. RN RIG BEGIN. `Ci P""" - RIGHT TURN LANE .... �{23-7R • '. . . ...'"., •..... R3-SER ..• ' STA: 142+17.61 YIELD TOSKES RESET 7 STA: 14+31 54 3��1 OFFS ET: 86.13 L 2 Ra-a 3 1 4 4 4 1 1 4 OFFSET: 86.45 L _ - - - 142+73.85 _ _STA: OFFSET: _86.53L - -- -- -- ------�---- -- ----- ---- - ,=.. z _ STA: 145+98.05 OFFSET: 22.18 L 142+00 1 43+0144+ 00 145+00 _ - - 146+00 147+00 148+00 ago a WR®M® WAY �S STAE141T�td+59.05 OFFSET: 3.17 R ORIGM.L SHEET - ARCH D 1 " - 1 STA: 147+90.89 OFFSET: 48.50 f7 1' .w R3--SMER ES STA: 147+38.51 OFFSET: 70.98 R �DAt! ti00' p�C G - H O m V -- 133 :1-34 HARMONY ROAD 135 '%,= = 136 KEY MAP U 8" WHITE SOLID LINE 38 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) 0 HELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 1 8" YELLOW DIAGONAL - 25' SPACING 1 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 1 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ^� • City Engineer CHECKED BY: �J_lk Water &Wastewater Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: P r reation Date CHECKED BY: 07 Traffic Engineer Date CHECKED BY: Date Lp CJ b C Qf C in (n? N aD :3 N t° `o �g ai , m v ° pep C O=E U0 � NN ai O It o �t�a$y§o Z Oa, 0 a� � W Z � Z W W Q J O U� IV J CD LL, N J - w Ix Z O LL II-_ j LK 0 Project Number. 187010590 File Name: C-134 Fsg JMB JAM 7W own. Chkd. Ds n. MM.DD Drawing No. C-134 Revision Sheet 0 32 of C` 1 1 114 5 F M (i I F 0 W. 45' 60' 1:30 `ri ■ MCAI! Tded Q W O W cc t cc HARMONY ROAD 13 v In -�133� =13 134� =� 136�- KEY MAP 8" WHITE SOLID LINE 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" WHITE SOLID LINE 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE WHITE CROSS WALK BAR (18"X12' TYP.) TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8° YELLOW DIAGONAL — 25• SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Date, CHECKED BY: Water &Wastewater Utility Date CHECKED BY: ,���• Stormwater Utility Date CHECKED BY: ea '(bn Date CHECKED BY: �Z 4.4147 Traffic Engineer Date CHECKED BY: Date CJ C -�133� =13 134� =� 136�- KEY MAP 8" WHITE SOLID LINE 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" WHITE SOLID LINE 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE WHITE CROSS WALK BAR (18"X12' TYP.) TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8° YELLOW DIAGONAL — 25• SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Date, CHECKED BY: Water &Wastewater Utility Date CHECKED BY: ,���• Stormwater Utility Date CHECKED BY: ea '(bn Date CHECKED BY: �Z 4.4147 Traffic Engineer Date CHECKED BY: Date CJ C KEY MAP 8" WHITE SOLID LINE 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" WHITE SOLID LINE 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE WHITE CROSS WALK BAR (18"X12' TYP.) TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8° YELLOW DIAGONAL — 25• SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Date, CHECKED BY: Water &Wastewater Utility Date CHECKED BY: ,���• Stormwater Utility Date CHECKED BY: ea '(bn Date CHECKED BY: �Z 4.4147 Traffic Engineer Date CHECKED BY: Date CJ C NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Date, CHECKED BY: Water &Wastewater Utility Date CHECKED BY: ,���• Stormwater Utility Date CHECKED BY: ea '(bn Date CHECKED BY: �Z 4.4147 Traffic Engineer Date CHECKED BY: Date CJ C Q O) N N N W c � E rn M 20 O fA v U N N E O m rn O � 't � U N o 00 I 0) 0) o w0 rn � N x ; in cm, N LVi � 3 W > d � O a. W � W 0 � � W Wg J W > N W �O z Z �z 2 Permit -Seal r"?:2 33774 E Project Number: 187010590 File Name: C-135 Fsg Me 0 0 1 13 u II 0 .N JAM iW own. Chkd, Dson. YY.MM.DD Drawing No. C-135 Revision Sheet 33 of 111# C IGM SHEET - ARCH D -1 282 D� N - � I <J" I i F.. LF M 1 3 SPECIAL R3-SERIES STA: 140+27.40 OFFSET: 139.81 L ��r Y PROTECT IN PLACE 1 , ZZQ ONE WAY 1 < Z _ R6-1R- - RESET TO: STA: 148+65.44 F 0 FSET: 19.38 L 1' 149+00 .. _ 150+00 I inl MUST RN RIG R3-7R TO BE RESET STA: 149+82.83 OFFSET: 90.12 L _ \ STA: 150 R� 8.00 - OFFSET: 8.00 R 8 ONE WAY R6-1R RESET 0: STA: 148+64.04 OFFSET:: 0.76 �3 - 1 x ` l j erree •.v . 1 � oatSWq LL ( 0 PROTECT IN PLACE " ONLY (D ( R1 - 1 10 5R�. PROTECT IN PLACE t F STA: 1T6+11.21 OFFSET: 2.87 L STA: 157+27.15 OFFSET: 98.09 L PROTECT IN PLACE WE SHEET C-138 FOR ZIEGLER ROADSTRIPING I / A T 1 I(I -i • I -,. 1'. nlla4ll ri1l I, i11 I \nexo/ SEE SHEET C-138 FOR ZIEGLER ROAD STRIPING IGHT LANE MUST SPEED RN RIG LIMIT 55 RRESET S TO BE � TA: 155+05.70 ,2-1-551. _OFFSET 79.85 L - HE RESET , - _STA: 154+80.99 --_- "____ OFFSET: 78.71 L i -� - - - - - z a a �._ U. 155+00 ° 00 10' 710' STORAGE/DECEL 153+ -` 11 r 11 STA: 158+82.13 OFFSET: 15.78 R O O O O °o NOTE: R4-7 SEE SHEET C-146 FOR TRAFFIC OM1-2 SIGNAL LAYOUT AND SIGNAGE 158+46.18 ON MAST ARMS SET: 13.54 R EXIST EDGEJ- OF ASPHALT RIGHT TURN YIELD TO BIKES PROTECT IN PLACE W9-2A STA: 160+04.79 OFFSET: 77.03 R PROTECT IN PLACE )1. A r� ■cA� r.■er <p cc W J uj C7 00IL ' 134 4 13636; 137 135 HARMONY ROAD M r KEY MAP 0 30' 45' 60' 1:30 %%A?W%m6nm" U 8" WHITE SOLID LINE 2 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) 0 YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 1 4" YELLOW SOLID LINE 1 8" YELLOW DIAGONAL - 25' SPACING 1 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 1 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO I m800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 1 City Engineer VV Doter CHECKED BY: aA Water & Wastewater Utility Date CHECKED BY: & A . Stormwater Utility Date CHECKED BY: P egtion Date CHECKED BY:>t��g Traffic Engineer Date CHECKED BY: Date 0) N V N M g C O N D o Cn 0M v U CV N O�au E u a°C U0 t •ENOO 1t` n c I •3c° C wC N rn to Boy U) N lei 00 lei 3 o � V o Y {U� 3 uys o is pu n E° 0! 51�igx � c4 c �c°i x•o x a n2 fi u E ,E o o R q H z fr W 2w Z OQ, O a- W W Cn z� Z d If WQ W J ON UU) J 0- yj> N J Of W }LL Z � o 0pO LL Ow ts 'o II OF Z -0CD O � CU m U 2 LL LL v Permit -Seal Project Number: 187010590 File Name: C-136 Fsg JMB JAM TW Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. C-136 Revision Sheet 0 34 of 114 C-1 282 ORICW SHEET - AKH 0 tV co BEGIN BEGIN R4-4 _— _ -- R�►+TT�+►+- :RIGHT TURN LANE RELOCATE TO 3 1 14 14 4 At STA:165+82.27 OFFSET:70.89L YIELD TO BN(ES .. R3-7R _ STA: 162+92.65— OFFSET: 68.23 L _ Z 1 _ 14' F _ 1 163+00 — — 164TOO 165+00 u- 1 U - r _ - - - ---------- N BEGIN GUARD RAIL ri N STA: 162+87.2 _ ENDS OFFSET: 75.21 R W9-1 - STA: 164+15.89 x - — r- "". a � SPEED ' OFFStT._...7"i.3T RF-.____ x-� � (\ m � LIMIT ' 14 1 O� � I? g 55 END GUARD RAIL R R2 1-55A TA: 163+75.78 STA: 0i RESET TO OFFSET: 70.21 R OFFSEI STA: 163+07.70 ANCHORAGE OFFSET: 77. 1 R STA: 163+25.24 OFFSET: 70.57 R 9 ----------- I l !v n � i i l y 9 � r 3 % d E N O0 G p �� sv 0 V C I'm 0d o a 00 u O M >_ n o slg � N i� ORIOMAL SHEET - ARCH D � 1 1 — — — — — — — — — — — - , 1 166+00 167+00 168+00 STA: 167+80.05 t OFFSET: 28.85 MUST LrFR'7L I oeoo.00 0 3 R3-7� R3-7L_ R4-7 9A NOT wHim r OM15 Wll +63.56 TA: 165+23.81 NNTNN 3.20 R FSET: 14.21 R R5-IA RS- I PROTECT IN PLACE PROTECT IN PLACE 0 171+00 172+00 173+00 174+00 175+00 176+00 TYPE 3 BARRICADE TA: 170+56.60 - — OFFSET: 63.83 14 1 1 1 1 3 pQ 7 z UW IJJ Q I I I 9 z c MATCH EXISTING STRIPING STA: 176+60.59 I M V— G t all cc W Lu Lu00 Ci N 01 0 !:•' 7 136 137 - 137'- 00 M HARMONY ROAD KEY MAP 0 30' 45' 60' 1:30� U 8" WHITE SOLID LINE 8 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL — 25' SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 m800m922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED: City Engineer Date CHECKED BY: MAC Water & Wastewater Utility Date CHECKED BY:�• Stormwater Utility Date CHECKED BY: Parl e e n Date L 2 CHECKED BY: Traffic Engineer Date CHECKED BY: Date 0) rn N 00 c E rn (nD - o� O LQ a7 oC iio`o Vl v U N N E o iQ s o V M u; 0 d� u d c o t C N 0 0 � N o ° I 0) 0) ;4 a7 an x : to (n N U? a00 3 g L y e L N C W c.4 UCWU«O o E � a O N O H Z LLI Lu Z > 00 CL aw W U) Z C7 w Q J ON UV5 Z J 0— w_> J W O>LL W O N �Z LLJ U 0 OW X Z Of- Imo' ui O v U n� cn 2 LL li c� Permit -Seal Project Number: 187010590 File Name: C-137 Fsg tg 9 V i • u.0 Me JAM Tw Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-137 Revision Sheet 0 35 of 111.E C-1 282 CO N ZIEGLER ROAD x 4+00 ._...._ ,- ,...c.__ _ _._ - ?IPING STA: 7+04.74 OFFSET: 16.08 R U 8" WHITE SOLID LINE STA 07+ SHEET.C-1 F HARMONY RO P G STA: 9+33.73 OFFSET: 134.06 L • I T r YIELD °I • R1 2 � ~� N A 1105E7900 0oMallry ' ° ° � < t 0 L,'Z' ° RIGHT TURN LANE SPECIAL R3-SERIES ♦PANUM D p ` ° I. D V STA' ' ' �A,3_227 R3-7R YIELD�BIKES OFFSET: 43.46� STA: 11+35.07 STA: 8+79.88 OFFSET: 59.13 L R4-4 NG STRIPING OFFSET: 53.17 L - ° � � ° ° � � STA: 12+45.23 OFFSET: 44.39 L gip, • '� ♦ °° - a • 2 4 � � 1 - - - - - -- - STA:, 10+0 .27 OFFSET: 67.06 L % • „ _• a LA STA: 9+33.99 ♦ ' D • ` 11 1 OFFSET: 11.�3 L w 1. �! D .° ;• O F . ♦ A ♦ ♦ A A ' 11 00 D : +QO z F a+� + , _ / Z ,.. °Doti °p 1 _2P - n'. ►Al�uq . D -- - 1' 1 _ SPECIAL'f23-SERIES •' / I1�,TA:; J +05.75 ° • ° ♦ ♦ a � --c� :. STA:;8�92.`}3'. �•j OFFSET 56.68eR ♦, / --::: ---- °OFFSET,53.'25 R dw ram. 2 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE NOTES: 7 WHITE CROSS WALK BAR (18"X12' TYP.) 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE 9 STOP LINE (1.5' X VARIABLE LENGTH) NOTED. 10 YIELD LINE (NOT USED) 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 1 4" YELLOW SOLID LINE 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY 1 8" YELLOW DIAGONAL - 25' SPACING SIGN REMOVALS. 1 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE 1 8" WHITE DIAGONAL - 25' SPACING WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. O 13+00 14+00 15+00 -- 4 1 1 MUST +h TURN LEFT IGHT LANE � •'. , . - ' � I �r MUST �+ ° R3-7L URN RIGH tll A • - , - - I °O O° SPECIAL R3-SERIES EXIST TO REMAIN I ♦ ° NOTE: R3-7R + STA: 11 +57.02 I R4-7 OFFSET: 52.90 R SEE SHEET C-135 FOR HARMONY ROAD REMOVE I $ `' I, Q . I 'i D D STA:G 110+69.48 AND INTERSECTION SIGNAGE AND I I I OF�SET: 13.45 R STRIPING V s A I' IiR1-2 • STA: 110+9).60 OFFSET: 83.2 R� SPECIAL R3-S IES i I I • *' � � •A ° STA: 9+47.04 OFFSET: 166.21 R I ONLI I SEE SHEET C-136 FOR HARMONY ROAD STRIPING STA: 16+52.7 OFFSET: 21.83 L PF 2 STA: 16+37.2 • - - - OFFSET:-1 0: B3 L � - 1 _ - - - - - - - - - - 16+00 0 30' 45' 60. 1:30L� `� r v i POND F w� W 17 38.97 FFSET 20.91 L H > > - -- 3 -- ------- 1-- - - - - -- - dC =r - - - ----- ----- -- ONE R6-1R STA 1: - OFF OFFSET: zII4A0 STA: 17+65.4 17+OU OFF ���--f-- _ t • ~ t n • F" _- -- 18+00 STA: 18+68.77 19+00z -- OFFSET: 41.48 F e P !j !j- 00'---2 STA: 4+71.74 STA: 16+22.73 2--------- 1 -- --- - ----- u° OFFSET: 21.49 R --- FSET-44.17Ft----------- SPECIAL BEGIN STA: 16+83.52 v RESET TO: RIGHT NRN LANE OFFSET: 20.56 R RIGHT LANE t STA: 14+46.08 MUST IGHT OFFSET: 51.30 R YIELD TO BIKES SPEED RN RIGH LANE l} o R4-4 ENDS LIMIT R3-7R / o STA: 16+04.73 40 STA: 18+22.66 o OFFSET: 55.09 R OFFSET: 57.59 R W4'-1 REMOVE R2-1-40A STA: 17+34.95 OFFSET: 55.50 R WIN N ORM01 SHEET - AWN 0 C I I 0 M cc kA" raw J C7 W IV I a <°� 137 HARMONY ROAD KEY MAP CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN PPR VAL APPROVED: Z/ City Engineer I � Date/ CHECKED BY: (sAr Water & Wastewater Utility Date CHECKED BY: N A Stormwater Utility Date CHECKED BY: a c eation Date CHECKED BY: � 461�K-0- Traffic Engineer Date CHECKED BY: Date v �L N V? N 00 E = 04 rn n c 2 0 u? co o ecp S� E C y U N N E o ov" o 0 M Ol O � It U -y CTO L) C N O o N j 'o �I rn rn `c 81'=v r- N N A; E=xot. -If to fn N l' 00 ti 3 Baoo�v 9 „ ggBs�s` „• �pp S nB „„CL F- H- Z W 2W Z of-j aj W CO ZU J Z W W 0 J ON U cf) J 0- W_ N J > LLI Of O0 W }9 (7 O o O M of z v U d U) 2 LL 1i U Permit -Seal 3/3774 Project Number. 187010590 File Name: C-138 Fsg j Itr 0- 0 � Q Zp Q W W IY Z J 0 LLI (A IV H JMB JAM Tw own. Chkd. Dsan. YY.MM.DD Drawing No. C-138 Revision Sheet 0 36 of 114 C-, 211 3PEED , W 04 LIMIT t � a 0+4 *0(//00)�000000000 WR2-1-40A C STA: 20+42.45 V OFFSET: 47.87 L R4-7 OM1-2 STA: 20+99.00 3 OFFSET: 1.00 L 4 - - 7 -e- -� 22+00 20+00 1 N 21+00 Ooo 0 - fO7 R4-7 1117y` SPECIAL RESET TO: STA: 26+36.32 STA: 27+01 OFFSET: 1.3 OFFSET: 49. R 5 1 ' 11' _ 1 26+00 - - 25+00 --- - - - 1 OM1-2 -- j STA: 21+57.02 OFFSET: 58.10 L 1 11' V 4 T ? w - - r 1 1 •Ow • '" s• IT a- � �1YYl a1iWl• � • � � �l tLevY.Ei^ii. r., ir TAr�O+ 2 1� FFSET: 52.18 R 1 LEFT TURN 1 �<Hr ' � ° PRIVATE -- 8 URN RIGH ;O- DO 3 4 ENTRANCE W4."2R REMOVE 1 R3-7R O ONLY REMOVE --------STA:�G-+7T5T--- ----- R4_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OFFSET: 52.70 R 12' 12�1? 12 1 12' ------------------- IGHTLANE STA: 22+14.19 UST OFFSET: 3.23 R f - NOTE: O ° RN RIGH T SEE SHEET C-147 FOR TRAFFIC °000° I 14 SIGNAL LAYOUT AND SIGNAGE R4-7 I 1 IR3-7R ON MAST ARMS OMt-2 I 3.99 i •r OFFSET: 44.37 f1 END STRIPING STA: 21+4 I _ STA: 11+65.89 OFFSET: 153.01 R END STRIPIN,, a W STA: 21+?�2.39 - - > > I OFFSET: 154.20 R I - - - - - - - 27+01.49 T: 49.89 L r o , BEGIN W I RIGHT TURN LANE a W SPEED At LIMIT I YIELD TO SIRES 19 � 4 0 R4-4 IL IO I STA: 12+45.23 R2-1-CA OFFSET: 44.39 L STA: 28+09.02 OFFSET: 45.85 L 218' TAPE e 8 r . . e A STA: 22+31.04 OFFSET: 49.76 L RIGHT LANE MUST RN RIG R3-7R STA: 22+34.78 g OFFSET: 57.54 L Ri , 24+00 R4-7 OM1-2 STA: 24+71.85 OFFSET: 5.02 R I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 I I-- 3 ----4 - - - -11 30+00 ------------=-- - - - -I R2-1-40A M STA: 27+61.44 _ _ - i - - OFFSET:-41 7a R c 's $ 0 � I ORmiAL SHEET - ARCH D N 31+00 32+00 N I 5 11 I I I I� ( I I I � I I � F • n n' r• SCAM INW I 0 30' 45' 60' 1:30 U 8" WHITE SOLID LINE KEY MAP 8 8" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE - 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE - 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE - 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) O YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 1 4" YELLOW SOLID LINE 1 8" YELLOW DIAGONAL - 25' SPACING 1 4" WHITE BROKEN LINE - 10' SEGMENT, 30' GAP 1 8" WHITE DIAGONAL - 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY - - - - - - - - SIGN REMOVALS. t/ 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. AHEAD YIELD TO PEDESTRIAN S IT'S THE LAW PROTECT IN PLACE i CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: OR&e City Engineer l t CHECKED BY: Nr Water & Wastewater Utility Date CHECKED BY: k Stormwater Utility Date CHECKED BY: Parks &&& Recreation Date zkl(;% " CHECKED BY: Traffic Engineer Date CHECKED BY: Date c 0) En N N 00 c Q c C N t0 - c 2 0 � IR 0 7 vi o n� a8 C N N u7 x ; Qovo U) oN L ccoo 3 Bow �Y T *'C8 Z •$.8 n=8s�3� 08 o=BH $ F<s •ONtt•yt i fo M z�I Z W > Z a- aw W Z r^ Z J J ON UN of (D w_> N J - LLJ W O W Q (D 0 0 ui LLI O W � � (°) U d U) _ r LL I° U Permit -Seal Project Number. 187010590 File Name: C-139 Fsg JMB JAM TW own Chkd. Dsan. YY.MM.DD Drawing No. C-139 Revision Sheet 0 37 of 11X y C-1 28 2 00 REE PROP C/G J L -f mm\\01 p 8 T 3 1 14 11 V. 34+00 5+00 36+00 is F DRICIIUL SHEET - A" D I � I I �ADINGTCtN RD STQP I( ZIEGLfiR RD PROTECT IN Z 112 40 --- d 0 J 37+00 IQ `-U --- --- --- --- W11-2 I W M6-2R I F• PROTECT IN PLACE �W IL I I N ML 2R PROTECT IN PLACE _ _ 8 X *- GRAND TETON r �l (rSTQP CIEGLFR RD_� R1-1 PROTECT IN PLACE I I I W I RIGHT LANE MUST URN RICH W I R3-7R REMOVE I RIGHT LAME MUST URN RIGHT R3 TR REMOVE 39+00 FBEGIN RIGHT TKRN LANE YIELD TO BIKES REMOVE YIELD TO PEDESTRIANS ITS THE LAW PROTECT IN PLACE r WjAm Ira w Lu llr.N �\ W �� IV U�y] M KEY MAP Z.( )* 0 30' 45' 50' 1:30 U 8" WHITE SOLID LINE 8 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 3 4" WHITE SOLID LINE 4 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 5 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 6 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE 7 WHITE CROSS WALK BAR (18"X12' TYP.) 8 TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) 9 STOP LINE (1.5' X VARIABLE LENGTH) 0 YIELD LINE (NOT USED) 11 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL — 25' SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. F F f CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1 m800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer D e Or CHECKED BY: Water &Wasttewater Utility Date CHECKED Al BY:�t Stormwater Utility Date CHECKED BY: PPaarks Ion Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date ci +� da S 5 � c E? rn 00 1 -S Q y 2 v O 0 n N D N E �OeS$0 S o Vm Oi O 'Oto 0*1) 0 �coC a)i t 0 O N 1 0 pp 0 p, c 'S ° ; s?L C N 't u) 0 fn N Li o0D � i ga«oL °s8.�xw iiiiiiiijillillillillllqpm I� Er 0 M H Z W 2W LLJ Z > OW, d O f0_ LLj W z 0 Z o� LLI W U J ON UCn —J 0— W_> N J LIJ W pO W >-1 U O O LLJ W O 2 z U o U� a� m:u- L° c� Permit -Seal Project Number. 187010590 File Name: C-140 Fsg JMB JAM Tw own. Chkd. Dsan. YY.MM.DD Drawing No. C-140 Revision Sheet 0 38 of 144 C - 1 282 :3 F 7HORSETOOTH wi A cc wo J urt IV At KEY MAP 0 30' 45' 60' 1:30 Ml m 8" WHITE SOLID LINE 8" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" WHITE SOLID LINE 4" WHITE SKIP LINE — 2' SEGMENT, 4' GAP 4" DOUBLE YELLOW LINE — 4" YELLOW, 4" SPACE, 4" YELLOW 18" WHITE SKIP LINE — 3' SEGMENT, 3' SPACE WHITE CROSS WALK BAR (18"X12' TYP.) TYPICAL BIKE LANE MARKING (SEE DETAIL SHEET C-601) STOP LINE (1.5' X VARIABLE LENGTH) YIELD LINE (NOT USED) 4" YELLOW SOLID LINE OUTSIDE AND 4" BROKEN YELLOW LINE INSIDE 4" YELLOW SOLID LINE 8" YELLOW DIAGONAL — 25' SPACING 4" WHITE BROKEN LINE — 10' SEGMENT, 30' GAP 8" WHITE DIAGONAL — 25' SPACING NOTES: 1. CROSSWALK AND 4" DIAGONAL STRIPE SHALL BE EPDXY PAINT 2. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 3. EXISTING STRIPING ON ZIEGLER ROAD SHALL BE REMOVED WITHIN THE LIMITS INDICATED ON PLANS AND AS DIRECTED BY CITY OF FORT COLLINS TRAFFIC INSPECTOR. 4. CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY SIGN REMOVALS. 5. INSTALLATION OF SIGNING AND SIGN POSTS SHALL BE IN ACCORDANCE WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P APP OVAL APPROVED: City Engineer Delta CHECKED BY: Mk Water & Wastewater Utility Date CHECKED BY: . Stormwater Utility Date CHECKED BY: Par r ation Date � M CHECKED BY: L- L! 07 Traffic Engineer Date CHECKED BY: Date C) C y y Q O) in 00 C 7 N 1D CIO n N N OD O M N O�� u U r 10 o o y N d 0 rn rn `o C N N M i N x U) CN Li 00 i Cn Z J J Z ON U � W W O0 LL OW W U co U Permit -Seal N F_ Jt— Z W Z 2W OQ, O aW W 0 � 0 Wg W > N W 06 Z ZIr 2Z 2 1�1. ' :F 33774 fiE 'C �bNAL Project Number: 187010590 File Name: C-141 Fsg s�Q � b NJ srI� a iSl s`n s �=xe� pBa ^T bi o g It 0 .2 Of 0 Z d U) 0 0 Q Zp Q W W W Q J Z _U'W_ fn N t= JMB JAM Tw Dwn. Chkd. Dean. YY.MM.DD Drawing No. C-141 Revision Sheet 0 39 of 11x'q 28 2 ORIGMII SHEET - ARCH D C --1 N U +' C'n4 C d Q �,� C� N N N CJD 00 E = rn r� - a§ 20 LOm oeoso� En v U N N E a oo"«o U75 ai O 00 � ucroo C 0 0 U K y d7 O O Np � 0 M ;; n O x �� Cn C�N L, oo 3 BeN owS'yv4_ ZSY Pew C.> o a a.x s �, o nzBs�G O�qC� O C 6 4 Ucau_ O EXIST. ROW PROP. ROW E E �r �'v Oo r 122Row I AVAGO SITE PARAGON SITE CONTROL LINE 5.0' 10.0' 8.0' 11.0' 11.0' 12.0' 12.0' 9.0' 11.0' 11.0' 6.0' 10.0' 6.0' -I- 16.0' ' I PROPOSED PROPOSED I GRADING ESMT. � EXISTING EXISTING I GRASS PKWY SIDEWALK I I SIDEWALK GRASS PKWY ■ , I 1 I $ EXISTING INFLOW CURB AND GUTTER W/ 2' PAN I FRONT RANGE VILLAGE SITE �6.0'10.0'- I PROPOSED PROPOSED SIDEWALK GRASS PKWY EXISTING INFLOW CURB AND GUTTER W/ 2' PAN PROP. ROW PROPOSED ASPHALT PVMT ZIEGLER ROAD TYPICAL SECTION STA.13+00 N.T.S. \- PROPOSED ASPHALT PVMT OUTFALL CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) RAISED LANDSCAPED MEDIAN (SEE SHEET C-600 AND C-603 FOR DETAIL) PROPOSED INFLOW CURB AND GUTTER W/ 6' CONC. PAN AND BIKE LANE. PROP. ROW 130' ROW , AVAGO SITE CONTROL LINE - 7.5' 14.0' 14.0' 7.0' 12.0' 11.0' 11.0' 6.0' 13.5' 10.0' 6.0' 2.0 18.0' --I PROPOSED I GRADING ESMT. PROPOSED D I 1 1 I 1 t SIDEWALK GRASS PKWY I I ZIEGLER ROAD TYPICAL SECTION STA.20+00 N.T.S. OUTFACE CURB AND GUTTER (SEE SHEET C-600 FOR DETAIL) 129' ROW PROPOSED ASPHALT PVMT PROPOSED INFLOW CURB AND GUTTER W/ 2' PAN PROP. ROW AVAGO SITE PROPOSED PROPOSED FRONT RANGE I CONTROL LINE VILLAGE SITE 10'5' II 0.5'I ----� 6.0' 10.0' 12.0' 6.0' 14.0' 14.0' t-13.0' 7.0' 12.0' 11.0' 7.0' 10.0' 6.0' F----- 33.0' , I I GRADING ESMT. I PROPOSED PROPOSED GRASS PKWY SIDEWALK I I SIDEWALK GRASS PKWY t * 1 PROPOSED INFLOW CURB AND GUTTER W/ 2' PAN \- PROP. ROW PROPOSED ASPHALT PVMT ZIEGLER ROAD TYPICAL SECTION STA.22+50 N.T.S. 105' ROW I CONTROL LINE LSI PROPERTY I1.5' , r6.0' 10.0' 6.0' 12.0' 12.0 I 10.0' 12.0' p�lOPOSED PROK�DEWAL GRASS PKWY I PROPOSED ASPHALT PVMT OUTFACE CURB AND GUTTER (SEE SHEET C-600 FOR LCUASS DETAIL) RAISED CONCRETE MEDIAN (SEE SHEEP C-603) PROPOSED INFLOW CURB AND GUTTER W/ 2' PAN EXIST. ROW AVAGO SITE 12.0' 6.0' 10.5' 7.0' -I EXISTING EXISTING , t GRASS PKWY SIDEWALK � I � � PROPOSED ASPHALT PVMT PROPOSED INFLOW CURB PROPOSED ASPHALT PVMT I EXISTING INFLOW CURB AND GUTTER W/ 2' PAN ZIEGLER ROAD TYPICAL SECTION AND GUTTER W/ 2' PAN STA.30+00 N.T.S. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APP OVAL APPROVED: G 4/at City Engineer CHECKED BY: MA Water & Waste,/water Utility Date CHECKED �y' BY: &�= d����i�/' Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date E'r Lu 00 > z W Z '/" -4/ 33774 1 Project Number: 187010590 Fife Nome: C-004 Fst JMB JAM JRG own . Chkd. Dsan. YY.MM.DC Drawing No. C-004 Revision Sheet Q 4 of 1114 ommk 511EE, - MCH D � 1 28 ' vV W "s111ld'-,111111111 RSECTION PLAN SECTKNI CORNER -W SIGNAL POWER BREAKER PANEL LUMINAIRE FIXTURE A UTILITY PEDESAL OR PULL —BOX ®Wma MWt r PAVEII01f WIRKMG SYMBOLS WATER VALVE SK;11AL POLE WITH MAST ARM n UTXTTY POLE ONEIS= STREET NAME SIGN ow TREES SIGNAL HEAD WITH BACK PLATE STREET SI M SIDE —OF —POLE SIGNAL HEAD • OO MWN W wm Ir PEDESTRIAN SIGNAL HEAD r# A TELEPHONE PEDESTAL 8 FUTURE MAL. HEAD "MG REQUIRED ONLY) OHE GUY WIRE OPTICOM DETCTOR FM PEDESTRIAN PUSHBLIRON SX K WIRE PULL BOX ■ EM 0 MCK BLA •.. RACKELAM BACK BACKPLAPLACE PLACE BACK ©, PLATE ONLY ON ONLYON 1 rY r r 120 Q 12* r, r. HEAD 1 HEAD BEA" NEW NEW 22,26,28 4,19 NEW 5,20 r R r ►©i v � Y �4i�i HEAD 14,15,23,29 NEW TRAMIC SIGNAL T T SIGNAL NOTES THIS PLAN IS SCHEMATIC AND DOES NOT REPRESENT CONSTRUCTION INFORMATION. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION. SIGNAL INSTALLATION CONTRACTOR TO BE RESPONSIBLE FOR ffR ALL UTILITY LOCATES, INCLUDING PRIVATE PARTIES AND THOSE NOT ON THE "ONE CALL" UTILITY LOCATE SYSTEM. HEAD 4 NEW CONSTRUCTION TO INVOLVE INSTALLATION OF ALL SIGNAL 1,2 9'10 FIXTURES, AS WELL AS CROSSWALK INSTALLATION. 16,17,24,25 NEW HEAD LOCATIONS TO BE FIELD VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION. LOCATION OF CONDUIT AND PULLBOXES ARE SCHEMATIC ONLY, AND SHALL BE FIELD LOCATED AS APPROVED BY THE CITY TRAFFIC ENGINEER. VIDEO DETECTORS SHALL BE INSTALLED WITH EACH LEG OF TRAFFIC. SIGNAL PROGRESSION OPTIMIZATION WILL BE DONE BY THE CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT U)law r^ W �CAUE T.IDO' O N t HARMONY ROAD KEY MAP CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer U Data' CHECKED BY: 14A Water & Wastewater Utility Date CHECKED BY: & A. — Stormwater Utility Date CHECKED BY: CHECKED Pyrks a Lon BY: Lf Date Traffic Engineer Date CHECKED BY: Dote I— z Lu 2 z Lu >00 (Lw — Lu C/) z IZ V, o� � Lu W g J O U IV d L_u> N J — LLJ 00 W >-q z U' ( . 0Lu atsi �LU 'o OF OfO U U a> (1) 2 r ILL ti U Permit -Seal 33774 E Y• b Project Number. 187010590 File Name: C-144 Fsl q C 0 N w ME =) 3: 00 �uz J � CD x rn z U0 ILL m i= MCS Dwn. Chkd. Nan . YY.MM.DD Drawing No. C-144 Revision Sheet 0 40 of 11 fl 4 -1 tot aRMA SHEFT - ARCH D P v I— ° W !� • � d 1�'j _ I 9 a,. O N 107817.38 , E 208665.83 4 V •. e q' Q a —. _ T T --- OMWL SHEEP - AIM D ll I 30" I N 107815.68 ONLY ONLY E 208766.68 V 8-2 AST ARM _ .e ad ' .� -a 17 •..°. $, 19 W e •'�� -- PULL BOX 3 W 2 VV PULL BOX 6 i�� " � 55 � � a 16 15 1 13 10 21 CORBETT DR HARMONY RD , 117. ON MAST ARM ON MAST ARM — HARMONY ROAD rl °PULL 80 —T— PULL `n SEE L.C.U.A. .S) SEE L.C.U.A.S.S. i► 22 i 1— t �! 23 ttt ; —"— t f� ,ONLY ♦ �, � �► 24 R3°:5L 00.1 ON MAST ARM ` U-SPECIAL ON_ MAST ARM �. �.rrn'r••I �` ♦, �9 PULL B6X• q. a'd. =CONDUIT (TYPICAL) ♦♦ p - - - - - ------ LE 40 tOLE 40 Is t HARMONY RD t 4 6 O ON MAST ARM — — — — — — . EE L.C`U.A.S.S. -7676.23 - E 208671.88 30" R R 48" ON 1MAST ARM II I II I ' I INTERSECTION PLAN SECTION CORNER •wr SIGNAL POWER BREAKER PANEL •---0 LUMWVRE FIXTURE UTILITY PEDESAL OR PUl—BOX ® CONTROL CABINET '�—r PAVEMENT MARI(MG SYMBOLS WATER VALVE S& POLE WITH MIST AN ■ SIGNAL WIRE PULL BOX n UTIUIY POLE OVERSIZE STREET NAME SIGN ► VIDEO DETECTION TREES i SIG K HEAD WITH BACK PLATE STREET SIM SIGNAL HEAD • MANHOLE COVER SIDE —OF —POLE SIGNAL HEAD 0 TELEPHONE PEDESTAL 16' PEDESTRIAN SOK HEAD —OHE— GUY WIRE ® RMJRE SIGNAL HEAD (WIRING REOURED ONLY) PEDESTRIAN PUSHBUTTON • PEDESTRIAN POLE M E 208760.18 NOTE: SEE SHEET C-134 FOR GROUND MOUNTED SIGNAGE @RACKE 1t RAQ(P�IE R 1Y 12' Y 12' 1t G 12' N Z HEAD N 8 5,8,7 15,18 14 24 21,22,23 30,31 29 12' R 12' �— 14' Y 12' E8— 1Y G 12' NH FAD NHE EW D 6 4 3 12 13 20 t9 28 27 TRAFFIC SIGNAL HEADS HEAD 4 N 1,2 10,11 17,18 25,26 30p NLY ONLYteNjLYIJYI 48' L-1 48' L-2 .w 517 W l 0 H W m cc O U HARMONY ROAD KEY MAP CABINET - 333SD W/ UPS CONTROLLER - NAZTEC 2070L SOFTWARE - SIEMENS NEXT PHASE 1.6 FIBER SWITCH - IFS 7430 VIDEO - ECONOLITE SO PRO SIGNAL POLES - FORT COLLIND STANDARD SIGNS - METRO STREET NAME SIGNS - LANE USAGE ALL ITEMS FORT COLLINS STANDARD SIGNAL NOTES THIS PLAN IS SCHEMATIC AND DOES NOT REPRESENT CONSTRUCTION INFORMATION. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION. SIGNAL INSTALLATION CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY LOCATES, INCLUDING PRIVATE PARTIES AND THOSE NOT ON THE "ONE CALL" UTILITY LOCATE SYSTEM. NEW CONSTRUCTION TO INVOLVE INSTALLATION OF ALL SIGNAL FIXTURES, AS WELL AS CROSSWALK INSTALLATION. HEAD LOCATIONS TO BE FIELD VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION. LOCATION OF CONDUIT AND PULLBOXES ARE SCHEMATIC ONLY, AND SHALL BE FIELD LOCATED AS APPROVED BY THE CITY TRAFFIC ENGINEER. VIDEO DETECTORS SHALL BE INSTALLED WITH EACH LEG OF TRAFFIC. SIGNAL PROGRESSION OPTIMIZATION WILL BE DONE BY THE CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. LOCATE ALL FIBER WITH CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer N Date CHECKED BY: NL) Water & Wastewater Utility Date CHECKED BY: Al, Stormwater Utility Date CHECKED BY: Parks- r ion Date C•L/ �� CHECKED BY: Traffic Engineer Date CHECKED BY: Date H z W 2W z �Q- 00 -W z J V, z o0 �W Wg J O U Of — N U) W J CD W_ N J — U 0O LL }z z o LL 0 H W W O M F-c Z o LL o U a� U) _ LL U Permit -Seal 4' 33774 It Project Number: 187010590 File Name: C-145 Fsl fo i H r- IIn OW- �O Q Q CD W Z FL UO U- 2 MCS awn. Chkd Dsan. YY.MM.DD Drawing No. C-145 Revision Sheet 0 41of1�f C-1 2� i 9 CD X N m 1! d d � d a , � o d d d a d' d" a _.a-• - ° a 4 A a 4.� RMONY ROAD .. e e a 4 a _ ° d ..d d 4 e d 4 e 4 d° �7- ' 4 ORIGIWL SHEET - ARCH D L $2 ON MAST ARM INTERSECTION PLAN SECTION CORNER -W SIGNAL POKIER BREWER PANEL UIMRWRE FIXRIRE Q UNLRY PEDESAL OR PULL-BDX ® CONTROL MM t �I PAVEMENT MARKING SYMBOLS WATER VALVE SIGNAL POLL WITH MAST ARM ■ SIGNAL WINE PULL BOX UTRITY POLE OVERSIZE STREET NAME SIGN ► VIDEO DETECTION TREE i SIGNAL NEAR WITH BACK PLATE STREET SIGN SIGNAL HEAD SQ MANHDI•E COVER SIDE —OF -POLE SIGNAL HEAD A TELEPFIONE PEDESTAL 160 PEDESTRIAN SIGNAL HEAD rx —OHE GUY WIRE 8 FURORE SIGNAL HEAD (WIRING REQUIRED 00" FENCE Y OPLLCOM DETECTOR 1 PEDESTRIAN PUSHBUr= • PEDESTRIAN POLE LEGEND a 4 ° d n '4 °. e 44 d' ad. d d ° - a .. ''.4 d 4 ° e :::: ... ,. ., PULL BOX 2Y_-- PULL BOX 1 N 107709.84 E 210586.23 ROL BOX BACKPE L T 120 CKPLA BA@ R 120 �F- 120 Y 120 12- G 12, HEADZ NEW MAD-3 8 29 15.16 NEW 24 5,6,7 30.31 13,14 21,22,23 29 12' R 12' I���� 120 Y 12' E8- u��� 11Y ��G�� QQ12' HEAD 27: � Ll� `. NEW NEW 4 3 11 12 19 20 TRAFFIC SIGNAL H�DSSIGNAL HODS NOTE: SEE SHEET C-136 FOR GROUND MOUNTED SIGNAGE ffa HEAD 4 25,26 NEW 1.2 9,10 17,18 25,26 30IN 30• ONLY ONLYONLY ONLY 481 48n :' oe J III rson _- G7 ' Lu N w• HARMONY ROAD KEY MAP CABINET - 333SD W/ UPS CONTROLLER - NAZTEC 2070L SOFTWARE - SIEMENS NEXT PHASE 1.6 FIBER SWITCH - IFS 7430 VIDEO - ECONOLITE SO PRO SIGNAL POLES - FORT COLLIND STANDARD SIGNS - METRO STREET NAME SIGNS - LANE USAGE ALL ITEMS FORT COLLINS STANDARD SIGNAL NOTES THIS PLAN IS SCHEMATIC AND DOES NOT REPRESENT CONSTRUCTION INFORMATION. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION. SIGNAL INSTALLATION CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY LOCATES, INCLUDING PRIVATE PARTIES AND THOSE NOT ON THE "ONE CALL" UTILITY LOCATE SYSTEM. NEW CONSTRUCTION TO INVOLVE INSTALLATION OF ALL SIGNAL FIXTURES, AS WELL AS CROSSWALK INSTALLATION. HEAD LOCATIONS TO BE FIELD VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION. LOCATION OF CONDUIT AND PULLBOXES ARE SCHEMATIC ONLY, AND SHALL BE FIELD LOCATED AS APPROVED BY THE CITY TRAFFIC ENGINEER. VIDEO DETECTORS SHALL BE INSTALLED WITH EACH LEG OF TRAFFIC. SIGNAL PROGRESSION OPTIMIZATION WILL BE DONE BY THE CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. LOCATE ALL FIBER WITH CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED:GEK, City Engineer U Datg CHECKED BY: M Aa Water & Wastewater Utility Date CHECKED BY: A/, A - Stormwater Utility Date CHECKED BY: CHECKED Parks / Jeoti� BY: ,Date `�`te Traffic Engineer Date CHECKED BY: Date sI as . E 5� U SC�OC obycx� n2 B.o. rje 0 0� �a o�tn o 0 0 T> F no 2 N 0 N H z wz 2w LLI > OO Of a- a �w > zUr z �U J w J ON U O— w_ N > Lu Of 0 LL LW 0 >- U o t Ow o �of p� D_O z o U LD U) = L v Permit -Seal Project Number: 187010590 File Name: C-146 Fsl MCs Dwn. Chkd, Dean. YY.MM.DD Drawing No. C-146 Revision Sheet 0 42 of 11$lf- C_1 z$ Z ZIEGLER ROAD 6n IUIT 'TIC CABLE f.T E21 W Q W 30" 48 E 210446.94 R3-8b ON MAST ARM 9 D . n 1 n11 c 8 PULL BOX 2 e a- p a D e \ a a '• ,D qo • — • — •' • _-._ --- — ZIEGLER RD PULL BOX 3 -: R3-5L - N MAST ARM ONLY ONLY ONLY SA ON MAST ARM' SEE L.C.U.A.S.S. CONDUIT BA K (TYPI 2 - 3"0 SCHEI ULE 40 1 - 2"0 SCHEI ULE 40 °lUJ — R3-5L--- ON MAST ARM ZIEGLER RD ON MAST ARM E L.C.U.A.S.S. 41- R q 2 e O • p 2 • • O • e _, . •.—��N. e. n e � n a ° n PULL BOX 4 11 V N 108876.90 E 210586.94 e O C" .ri • r � • _. �l l SECTION CORNER -W SIGNAL, POWER BREAKER PANEL LUMINAIRE FIXTURE Q UTILITY PIDISAL OR PULL -BOX ® COL CABINET t (Yr PAVEMENT MARKING SYMBOLS WATER VALVE ® SIGNAL POLE WITH MAST ARM ■ SIGNAL WIRE PULL BOX n UTILITY POLE OVERSIZE STREET NAME SIGN ► VIDEO DETECTION e TREES MAL WAD WITH BACK PLATE STREET SIGN .. SIGNAL HEAD • ps WMiOLE COVER SIDE-W-POE 913NAL. HEAD 0 IEEPHONE PEDESTAL 1 B° PEDESTRIAN SIGNAL HEAD r* —OHF GUY WIRE 8 FUTURE SIGNAL HEAD (WIRMc REQUIRED ONLY) FACE Y OPTICOM DETECTOR • PEDESTRIAN PUSHBUTTON • PEDESTRIAN POLE LEGEND ORMOL SHEET - ARCH D T D SA— SA - T — T T T — 3� 2—— n 1 PULL BOX 1 f II--� N 109011.91 E 210575.93 i A 41 � IO IQ O • _1 r �I � ►©i Oi O 6 h,►�i ' II HEAD 4 NEW 1,2 819 14,15 21,22 NOTE: SEE SHEET C-139 FOR GROUND MOUNTED SIGNAGE 300 TV° R3-8b SCALE T.SSO' LY W J a W N I. ?a MIME CABINET - 333SD W/ UPS CONTROLLER - NAZTEC 2070L SOFTWARE - SIEMENS NEXT PHASE 1.6 F18ER SWITCH - IFS 7430 VIDEO - ECONOLITE SO PRO SIGNAL POLES - FORT COLLIND STANDARD SIGNS - METRO STREET NAME SIGNS - LANE USAGE ALL ITEMS FORT COLLINS STANDARD SIGNAL NOTES THIS PLAN IS SCHEMATIC AND DOES NOT REPRESENT CONSTRUCTION INFORMATION. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION. SIGNAL INSTALLATION CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY LOCATES, INCLUDING PRIVATE PARTIES AND THOSE NOT ON THE "ONE CALL" UTILITY LOCATE SYSTEM. NEW CONSTRUCTION TO INVOLVE INSTALLATION OF ALL SIGNAL FIXTURES, AS WELL AS CROSSWALK INSTALLATION. HEAD LOCATIONS TO BE FIELD VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION. LOCATION OF CONDUIT AND PULLBOXES ARE SCHEMATIC ONLY, AND SHALL BE FIELD LOCATED AS APPROVED BY THE CITY TRAFFIC ENGINEER. VIDEO DETECTORS SHALL BE INSTALLED WITH EACH LEG OF TRAFFIC. SIGNAL PROGRESSION OPTIMIZATION WILL BE DONE BY THE CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. LOCATE ALL FIBER WITH CITY OF FORT COLLINS TRAFFIC ENGINEERING DEPARTMENT. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APP OVAL ra APPROVED: City Engineer t CHECKED BY:M Ae Water & Wastewater Utility Date CHECKED BY: A Stormwoter Utility Date CHECKED BY: Park Date CHECKED BY:� � Z/ Traffic Engineer Date CHECKED BY: Date H z w z UJI 00 a� �W z0 J z 00 J O— U� — w_> NU, J uj 00 W �; z o W 0W V i— x OH X c — 0 U UN d =LL Li U Permit -Seal Project Number: 187010590 File Name: C-147 Fsl t 8 3 0 m F- =00 g> z 0 (D0 UW LL J ILL0 W F— E MCS fin. Chkd, n,YY.MM.DDChkd, n, YY.MM.DD Drawing No. C-147 Revision Sheet 0 43 of C-1 28 2 17 I ido %L i Dpi� Date Date Date Date Date rn w a i U xq b G w P C_ w O O w om �C� 0 n?L m % Y? zn o� 98 � N ORIGMk SHEET - ARCH D 16 C S CA n N N CO Y E rn to =S M 20 Unto $ m v 0 cV C4 F a V0 CO M v;O-CO t N m O 0 I�� C w c (-) o p w C CJ q fn f«0 rn i Ln x iti ; o' o £C in N L0 OD 1� L a g p a 8 o. . w [Q�cw a: C{p �vS�mo I� I� I� P z wZ �w >00 CE aw �w cn z J C z I: Q' J W g O _ CO W N > w 0 W 0 >- z U 0 ILL Ow W O� M z o U m N M u- o U Permit -Seal 0 Project Number. 187010590 File Name: C-150 Fpp i 0 .y JMB JAM JRG YY Dwn. Chkd. ean D. .MM.DO Drawing No. C-150 Revision Sheet 0 44 of 1 W'L C.1 282 :V CO - N II �� II p II ,I II ,I 0 II II II II II n II II n II n I� I� II it II II I, II n II II n II II II II ,I n I I u d n a li ,, Wm STA 113+50 0\ STA 114+00 114+50 STA 115+00 STA 115+50 STA 116+00 OFFSET: 60.59 L OFFSET: -64.04 L OFFSET: -64.70 L OFFSET: -64.92 L OFFSET: -65.04 L OFFSET: -65.1AL TA 113+56/' S11A 11400, /STA 114, 5U �.: �/ /ST`A-115+d0 " , STA if5�5f( STA 1 6+010 ' �OFFsET: OFFS T: 11.56 L 7�FFSET. -12.24 L OFFSET: -14.14 t bFFSEt. -14.80 t OpFSET. �16.17 L 16.74 L 3+00 110+00 111+00 112+00 113+00 11 00 - -I --F- --------- __-- - - -_== ____ - - - - STA 116+50 OFFSET: -65.07 L - W - STA 116+50 OFFSET: -17.13 L ) 11 O - 122+00 STA 117+00 STA 117+50 STA ttm+- STA 118+50 STfi STA 119+50 '°'SiA�i �2�4 50 STA ET. STA 121 STA ET: OFFSET: -65.05 L OFFSET: -65.00 L OFFSET: -63.63 L OFFSET: 6430 L OFFSET: -64.30 L OFFSET: -64.52 L OFFSET: -it "55 L OFFSET! �64.36_ L OFFSET:-_- L OFFSET: -64.04 L OFFSET: -64.24 Lt -TL1 STA 122+50 STA 123+00 OFFSET: -64.38 L !OFFSET: -64.47 L 3TA 121+50 /$TA:�2'I+UO//SOFA 1Z2+'SG1/ ! STA ET., OFFSET: -2f.§8 L �� VSET:-�2114'C/ OFFSET: tiit1, '� OFFSET:: 56,/ , $TA 120+04Y STa 1�Io�56 7tAl6/' j aT� t3i 5G j ST, r2z+od % -2.0� OFFSET. -2 0 t ��/ OFFSET., �. k% OFFSET: -2.2� 1 OFFSET: -2�2A OFFSET-2.38 L \,STA 116+50 `STA 117+00 `STA 117+50 `STA 118+00 ILSTA 118+50 VSTA 119+00 tSTA 119+50 rn Z OFFSET: 65.53 R OFFSET: 64.45 R OFFSET: 63.84 R OFFSET: 63.76 R OFFSET: 64.13 R OFFSET: 64.24 R OFFSET. 64.31 R E! Z Z ° 0 U .. oA - 0ILL oa --- -----..._- -- �o W on i '- 0 V ^ m Q N 00 \ N W 0MGMAL SHEET - ARCH D STA 120+00 STA 120+50 STA 121+00 STA 121+50 OFFSET: 63.79 R OFFSET: 63.68 R OFFSET: 63.68 R OFFSET: 63.77 R STA 122+00 OFFSET. 63.85 R STA 122+50 OFFSET: 63.92 R 111111111110 STA 123+00 OFFSET: 63.90 R 0 J W m W W to Z STA 123+50 0 OFFSET: 63.84 R C ) O L1_ N LO U H W W =^ U) w W U cc SCALE: UA 1"-500' 3 O Z U) "0�4. I ---151 151 -152- JUa HARMONY ROAD KEY MAP 0 30' 45' 60' 1:30 MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPFJOVAL APPROVED: 46"ewl City Engineer D e CHECKED BY: Or Water & Wastewater Utility Date CHECKED BY: k• d Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date _ s U CA fn N co $ c r E N 2 o u-, w E L a$ c d U ai o 6 d u ��•a t c m o o04 C N n c Ri, LO fn N I` 000 PT L2 "B. Y g�Br�s €% 5 yyE yy° Cv oF,n ° �t n ig I� Er i vJ H Z Jlr W Z 00 0� J IjZ j W U Z Z T- Of W W U Q J ON U -J CD- _W co J LLI Of 0>ILL W O }Z (D O O �LIJ o W 0 �Q c L) QL Uin _m mu- 'If ii U Permit -Seal Project Number: 187010590 File Name: C-151 Fpp JMB JAM JRG Dwn. Chkd. Dean. YY.MM.DD Drawing No. C-151 w Revision Sheet 0 45 of 11t4 C - 1 281 CV 1ILL-1--i Cam, CV I I i ' II (I 0 I m STA 124+0001.� T Sp 1i ?' LM \\\ / STA 129+00 STA 129+50 STA 130+00 SIA 1.w+oU aiA 101rw OFFSET: -70.32 L S 12M' �/% STA 126+00 STA 126+50 STA 127+00 STA 127+50 STA 128+00 STA ET: - OFFSET: -71.38 L OFFSET: -71.46 L OFFSET: -71.55 L OFFSET: -71.63 L OFFSET -71.40 L +', i OFFSET: -70.87 L OFFSET: -70.95 L OFFSET: -71.04 L OFFSET: -71.12 L OFFSET: -71.21 L OFFSET: -71.29 L LL OFFSET: -64.32 L OF S T4* :I STA 124+00 ST 1 \STA 125+50 ---= .55 L OFFSET 64.07 L OFFSET: -63.52 L�i STA 131+00 -64.91 L -- �' - --- --- -- --- --- --- --- --- --- - - --: I 1r l. 1 I � I y n k , v vxL" Vx , x \ �.,/ ,/ ,/ ,/ \ _x_X _x _:�. X .X ..15. �' .}i._2_i�S.-�.L��iI'i '.,Xx.�'.�` _r 77 _ .. .. . ,2i. - _ 1� ; ..ZS...ls.% ..;1L1.C11.�/-1L_ ....a<...1! V.V... -. � �/ _..!. �'�_.._�G X h... ... a. `. , ,• �. iS .2c ._?C X_n' -x__X iS._7, ..-X _X...X..X_ �.C> � �! e' ..� �- _.._._ _ .._ -__ STA_1 3 _ STA 126+50 $TA 127+00 STA 127t50 STA 128+00 - 57'A i2tl+`1B" NSTA i29+00 STA. t29+5A _ _ __ _ _ STA 126+00 OFFSET: -$4.72 L,- OFFSET: -64.97 L OFFSET: -65.08 L OFFSET: -65.11 L' OFFSET: -64.90 L OFFSET: -64.75 i OFFSET: -64.64 L OFFSET: 64J5 L OFFSE7: OFFSET: _64.14 L STA 1�1+00 7-- OFFSET:-1$_Bq�L i'' j, + A 127+00 TA t26 -STA, �/ +S ' �r 12s400 ' S SO TA 'iz7 0 ST S L �' + % / TA/128 b6" i $ A 128+50 STA 124+30 TA /' OFFSET ET -2 OFF ET: -2 , 5TA 124+00 / .r' /" - // OFFSET: - 7.9� K � ' /STA i2g+06 i" S'fA 129+$0 S OFFSET: 17.87 L / OFFSET: -30.62 1 ,' OFFSE 2 / OFf SET: r3O.86 1 ,, OFFSET: -30:83' L' " -25 6'S L ' '' OFFSET: -22.34 OFFSET: -21.t1 L ,'' OFFSET: 24.00 L .' OFFSET: -23.T5 L OFFSET: -23.86 K .' - ,' / � OFFSET: -27.80 L/ - • .OFFSET._ E • .• i x x n x• • X.X IIIIIII-STA ET: -5, STA 124+50 STA 126+00 STA 126+50 STA 127+00 STA 127+50 STA 120+00 STA 128+50 STA 129+00 STA 129+50 STA 130+00 STA 130+50 OFFSET: -5.62 L OFFSET: -6.02 t OFFSET: 5.12 R OFFSET: 5.10 R OFFSET: 5.09 i2 OFFSET: 5.07 R OFFSET: 5.06 R OFFSET: SAS R OFFSET: 5.08 R OFFSET: 5.05 R OFFSET: 4.99 R OFFSET: 4.94 R STA 131+00 . OFFSET: 5.00 R / i" / , / 66 i / j. J l -- a Z " _ L - O Z ff--� ( .�I131 U STA 124+00 STA 1 4 5D STA 125+OD STA1125+5p STA 126+00 STA 126+50 STA 127+00 STA 127+50 STA 128+00 STA 128+50 STA 129+00 STA 129+50 STA 130+00 STA 130+50 STA ET: 00 OOFFSET: 63.68 R OFFS 60.36 R OFFSET: 80.09 R OFFSET. 79.01 R OFFSET: 60.94 R OFFSET: 63.98 R OFFSET: 63.91 R OFFSET: 63.84 R OFFSET: 64.18 R OFFSET: 64.46 R OFFSET: 64.68 R OFFSET: 65.02 R OFFSET: 65.65 R OFFSET: 66.51 R OFFSET: 60.44 R �� L0 W O W W z w ( I i W U) STA 131+50 STA 132+00 STA 132+50 STA 133+00 STA 133+50 STA 134+00 STA 134+50 STA 135+00 OFFSET: -70.97 L f OFFSET: -70.54 L [OFFSET: -70.10 L TOFFSET: -69.67 L rOFFSET: -69.53 L rOFFSET. -73.60 L rOFFSET: -77.37 L OFFSET: -76.79 L t- WV �,�-- --- --- --- -- --- --- --- -xx 1S \STA STA 132+00 S TA 132+50 � STA 133+O4, ' STA 133+50'' / -65.O4�L' �� 'STA 134400 . ' OFFSET: •-65.35 k' STA '134+5Q' ;' , ` L �$ :b6' ' OFFSET, 5 L, 5TA 135+00 - 8. i OFFSET: 6 O L ET: -6 OFFSET: -64.8i L OFFSET. 0 L OFFSET:-84.87�L, OFFSET: -64.93 L OFFSET: STA 131+50 STA ]32400 STA'131+50' STA 133+00 � �2652 L /- STA X33+50 / OFFSET: l i ! STA 134+OQ %� / .134+50/ / ' / C�i' STA 35+/00 ' 1 / % OFFSET: -25:54 L OFFSET:-21.622 L % ," / OFFSET: -29.03 L/. / OFFSET: OFFSEP. •31:19'I OFFSET: -3i,i5 OFFSET:.-31'12 L 1 A 13 +00 STA 132+50, STA 133+00 STA:133+50.';/ ,- STA 134+40STA.134+50 STA 131+50 ST 2 SET: 14.6e R OFFSET: 14.70' R' / OFFSET: 5.29 R OFFSET: 15.05 #=', OFFSET: 15.03 R;'� OFFSET: 14.J3=# OFFSET: 14.68R' / ' OFF / i i i +5�/ '/ TK b4 5'fA'"t33+/oQ' , ' Si}� 1�3450 : / ,� ,, '' STA i34�K00` ' S� s OFFSET., 56.8'6 7� / OFFSET: 56:77 R' / OFFSET: 57,06 OFFSET: 57,51' / OFFSET: 5B 11 R ' OF ,;' , / , a i STA 131+50 STA 132+00 Q OFFSET: 58.43 R OFFSET: 56.42 R t � _ Z 3- 2 OZ -- - - - �� U O 0 o LL na W m ,r jN > €° O a~ m �g Q mN W N >� ORMW SHEET - ARCH D STA 135+50 STA 136+00 STA 136+50 OFFSET: -74.04 L rOFFSET: -71.30 L fOFFSET: -68.56 L - � F "II SY'A 135+$0 STA 136+00 % STA-139+50, OFFSET:-,65:151 l� ' - OFFSET-. -64.95 L' , OFFSET: -64.94 L / TA,i36+56/ / ' SfA' 13�+00' � $ ST'A 138+8a / ' OFFSET:, -31.t� i/� r OFFSET:-3L`29,�, / _ OFFSET: - 32,#2 K/ STA 137+00 OFFSET: -65.81 L V STA 137+00 � STA 137+50 V $TA 138+00 - OFFSET: OFFSET: -65.17 L OFFSET 65.74 L / S�T�3STA �i �137¢ 56 OFr39�OSTFAFS �E'3T8 +-1S34 3' .�'2 L tH..nn .. - .. _. . °. •A'.nn ' - .. .., a - STA 135+00, ' STA 135+50 R STA 136+00 OFFSET: 15.01 R, bIA IJo+DV OFFSET: 15.22 R `�tn t� r�� OFFSET: 15.52 R OFFSET: 15.50 R -'•' -- -_ OFFSET: 15.29 R OFFSET: 15A2 R OFFSET: 14.76 R OFFSET: 14.88 / // $TA / ve afD'/ / 4 0/ i ti '13''-ya ' �S'FA 1,�+b 0' � S'E1 +65b0.T/ 3 3T:8 /$AST35+50i ' OFFSET: 5� OFFSET57,63 R� OFFSET: R 5$.94 OFFST: 609 OFFSET 0E OFFSET: 60.33 OFAF i J{r / / f -- ---- - --- - --- - --- STA 132+50 STA 133+00 1 STA 133+50 STA 134+00 STA 134+50 STA i35+00 STA ? + S36}SO -3TA Y7i-6� - - - �OF�El. 7+5"- - - - -�- - OFFSET: 68.94 R OFFSET: 68.93 R 68.93 R OFFSET: 68.92 R OFFSET: 68.91 R ZO OFFSET: 58.36 R OFFSET: 60.34 R OFFSET:I62.31 R OFFSET: 64.29 R OFFSET: 66.11 R OFFSET: 67.48 R OFFSET: 68.40 R OFFSET.- 88.87 R STA 137+50 - - - - - - --- - - - T` OFFSET: 61.61 R U U H W W x U) W W U) --151- 152 _ 152 c 153 M N ROAD HARMO Y N W 3 0 2 U) KEY MAP 0 W. 45' W. 1:30 MILL/OVERLAY ASPHALT SURFACE E88881 FULL DEPTH ASPHALT SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 Y CALL 2 BUSINESS DAYS IN ADVANCE R EXCAVATE DIG GRADE O BEFORE YOU FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: L� City Engineer D e CHECKED BY: I'I Water & Wastewater Utility Date CHECKED BY: n/ d Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date c „d In p�p C N N 10 B b E O rnM c 20 inc C y 0 N cV E 0 00 0 M vi O '0: u 5 888� 0 0 N O 0 1 t� n o I s c v x 3 o� u in N L0 W 0 gB oTl�o 6 ( � W 5 l C W o O U 6.2 U « p W_ cL E' O •' eFa �o I� IY I V/ I"' Z J ii------ W 2W Z W O d W W Z� 60 �g W J Ory UU Z J C)- W_> J W- 0 LL W � N � C7 Z O LL 0 W W Z O 2 w c Z o o Uca d 2� LL- U Permit -Seal Project Number. 187010590 File Name: C-152 Fpp c 0 2 Aj JMB JAM JRG Dwn. Chkd. Dson. YY.MM.DD Drawing No. C-152 Revision Sheet 0 46 of 114 -1 28 i STA 146+50 L OFFSET: -82.12 L =17- STA 146+50 M OFFSET: -80.12 L STA 146+50 OFFSET: -32.29 L -------------------------- II fl li I I Lu %� ---- STA 147+00 STA 148+0 -''-' II 0 I� STA 150+00 %OFFSET. -82.93 L STA 147+50 OFFSET: 4.51 d- OFFSET: -87.17_L / OFFSET: -83.75 L < • y. f -- + pFF.59 L , S A 1 47+GU- OFFSET: -80.14 L STA 147+50�% S A 14 +00 OFFSET: -76:82 L OFFSET: _ 78t711LL - S A 149+50 OFFSET: -77.26 L O14 S 7+d0 'FRET FFSET: -32,53 L /i, / 47�F FS T: �31:68 L' % OF E / i, j/ np 1/48+06 , %' / ,' ,. ncc�ct• - 5-ah C i ;' 148+� S1 A 0' / , OFFSET: -32:88 L' / ,� i �� ;STA 149+00 ti�sF'T• -3291 L / / 1A/149 S 0 / / ,.' . - ;R6 OFFSET. 32 L ; 1 a .._x.. n x .,c..,t,..Y.._.`�-.X. X_X.2LX_,Yi. _ STA 146+50 STA 147+00 STA 147+50 STA 148+00 , 15.44 12 SfiA 149+so i g OFFSET: 15.56 R OFFSET: 15,44 R OFFSET: 15.30 R' ,- OFFSET: OFFSET: 15.61 R . O i; / Q / / f i i o' € � 3 V 0 o o� i i ILL W W STA 147+00 STA 147+50 OFFSET: 66.30 R OFFSET: 66.06 R �1 O ; n O - ; u a m I I\I {L Q j n S g Q STA 148+00 OFFSET: 64.41 R p m W u)50 PI aRrmk SHEET - ARCH D STA t49+50i - fiA i 49+bo S OFFSEfi: 15.28'RW" , OFFSET, 15.44 R - / / / f. / _STA 150+50 OFFSET-_=W STA 151+00 STA 151+50 L (OFFSET: -85.41 L STA 152+00 STA 152+50 rOFFSET: -84.18 L OFFSET: -82.86 L STA 153+00 OFFSET: -81.46 L STA-154+00- - OFFSET: -78.42 L STA 153+50 (-OFFSET. -79.98 L �� _,_,�-.--�-.-----•- OFFSET: -69.80 L 01 + 0 STA 152+50 STA,153+00 STA 154+60 OFFSET: -75.62 L OFFSET: -74.17 L OFFSET: -72.77 L OFFSET: -71.41 t_, OFFSET• -68.27 L STA 150+00 STA 151+00 , OFFSET: -77.17 L �STWA,15E1+50 OFFSET: -76.45 L OFFSET: -77,61 L STAi53+50 FS• -2 OFET 0 41' % % LL STA 154+F70 i STA i 5� fi 1 2 50' i i' S + -18 41 L S FFSET: 'i / 0. b gz+oo' STA -2 33 t ' / 1 4F�SET �ST1115/O�pOi �'sfA'i56+oi:'�T%.1'S1400 '"sT'A'15'Y+So,' %' bFt`'sET:--24.ti"'L, f - // ' OFFSET; >2Z37/L'/' OFFSET: �2�J93 k , OFFS`ET:.=3L30 L / �OF'FSET:-29:29/4'''� . OFFSET:-21�.3� K / / u r Y SfA'15�+50" SYA 152+50 OFFSET: 10.317 R Z O \ StA '15460 - SfiA%152t00', OFFSET: 15.02 R ,' OFFSET:' 14.43 R - OFFSET: 12.56 R SSA; 1$0+00 OFFSET; 15.35 R . STA tt0¢50 ' ;' / OFFSET: 15.33 R SrA 180+99:41' / , OFFSET: 15.35 k ' OFFSET: 15.1!( R',,, ,' d 'i / Z i i' / i j_ / �l i i / / / i - - -- - - __-- STA 14.+50 STA 150+00 OFFSET: 66.16 R OFFSET: 66.42 R / I STA 151+00 STA 151+50 STA 152+00 STA 150+50 OFFSET: 66.55 R OFFSET: 66.73 R OFFSET: 67.01 R OFFSET: 66.43 R _ _ - - - - ---- STA 153+50 OFFSET: 65.82 STA 153+00 , STA 152+50 OFFSET: 67.18 R 0 OFFSET: 67.09 R W W fn W W Cl) In 0 SCALE: Lu rz5oo, W N 151 153==153-� ^ 154== HARMONY ROAD \ 0 30' 45' so. } 1:30 MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA AP P OVAL APPROVED: 4 i City Engineer ineer t 1 Do e CHECKED BY: 0A Water & Wastewater Utility Date CHECKED BY: Aest• Stormwater Utility Date CHECKED BY: Parks &Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C) y � d a Of N N N 00 C j N 0 O � fM0 NN a) vU E 0 0.a O C N O O I'- d 'o O U 1 rn c N Cl rn c . x ; rn" o U- ro s g _ s a@a� o 58 0 s gx� o o � Bona v Co g:s02aQ �Q 0--L 12 o. ggB��s agga$� HO 2 h o Eg� vo ino to r: P I- Z W Z OO aW �W Z 60 � O i -J ON UU) Z Wg J U- W> .J W' O> LL- W O N }Z LU CD O ow '15 W o� cr_ o a U m I- to Q 2 it �O LL tL U Permit -Seal Project Number. 187010590 File Name: C-153 Fpp JMB JAM JRG own. Chkd. Dsan. YY.MM.DD Drawing No. C-153 Revision Sheet 0 47 of 114 C-1 2U 00 N STA 154+50 OFFSET: -76.77 L �.• I_ ♦.• M 1 ; •• ♦ ' ; GP �y 14 . •I;� •, •: a .: I lh�/1 4 STA 160+00 STA 159+00 1 9t50 STA 5 OFFSET: _ -SLOT ' r" • +' +` " ,L . OFFSET: -69.76 L FFSET�-6t STA 157+00 q "_'. - FFSET: -68.55 L ♦ w • ., L d . , e + �: , +' r A • - - - ��- �- - • • - STA OFFSET: - 5.05 L $TA 155+50 STA 156t00 STA 156+50 +" 4. i" , t• • ,�• OFFSET: -69.79 . " `" w_ OFFSET: -73.30 L OFFSET: -71.54 L , a '. `t „�' 4 .•� �! �" ♦ t. ''� . .; a. '"" + • 'c'1 S -- • (" 1 �� d'�' i'. " � � r • Z � •J �'74' • J..• _--�� ,"t. a�1 ♦, •:J• • _ - �;.` ♦♦.:4•:• .,L •<. • .:"�r ., - STAY56+56 W _ STA, 1 +410 i OFFSET: , - 645 i�..� OFFSET; 8 -62.�[ 4 4 ,' .. .. . <. < .,. L • • d" r . " . e= SrtA-156+�9:64 /-,�. d- <+.. ♦ : •' '•'♦..'...G" "f. a. �.. .1. �.. " �'<s ' - S4K 5§+O(8569�.57 L ,.. Q :. :�..�. "' a ' }.< . r' � � • .OtQ, �S T: 6593L ' OFFSET:-66.17'L ... 7. ... • �. q. , . 'OFFSET:�B.75t/ .s. . ,•: ,•. •.:. + 'r..r-�� STA 156+87.30'.. , •,.y. ,' A, - / SET:-7,10L , •.''` 'w` d •.' "• : .. ;. .::. --- -- i/� OFF �Z •• i •'. •-a... - /� ..Li v .•' / STA 1l+150 sfa�5�+bd;' oFFseT:- SfA 154+50 / / i OFFS[ T. 12.28 L - - - . OFFSET: >141 'L - • - < r.:; �, ''. d� . w , ,a ,J• • 60+43.88 OFFSET: -16.32 4 7 -- OFFSET: 14,31 R -- - - - - - - STA 159+50 " a •b 4,r $ rr $ ''i." �xu�n x4" ,.-.Yh _Y-' < .. al ,-�_- -, , ..' ..• . ... .a• .:. :. a �.,�.•a..,, ., 'd . .,..,„♦•a ,ar,..•;.,+•.•, :,.:.•.�..` ... '.�•.da.'4 •.d.t �..• • ..a •'. ' .. : OFFSET. : 24.18�"R;i STA 160+00 159+00OFFSET: 9497 R R OFFSET: 22.95�. FSET: 21.7OFTA 160+00,' "+15 00; STA 158+63.1 STA 7 7 bSET: 56.70 RTp 5d ;a86 OFFSET 5STA' 594 5.49,R, : , ..51.85 5.. - STA 154+50 , •. • 1." :i .,, ' a 'L , 2` r ,• •.• a•' OFFSET: 6.25 R i ., 1 ,. 4 1 a .. ,;:• STA 154+00 STA 155+00 i ♦ . 'a i . • +' •'' . ` e n. . , ., •, : ' 9 . . ,d<,• • �. - - - - OFFSET: 8.62 R OFFSET: 3.19 R S�rKI +27:49 •.-.1 _ _• di t >� . f•� "< + 4 F. • .1: L: a "• y .•, - STA 154+00 OFFSET: 63.34 R STA 160+44.17 OFFSET: -60.69 L STA 160+5 OFFSET: -61.07 L STA 161+00 tOFFSET. -67169-t = / STA 161+50 OFFSET: -63.59 L1 S A 160+43:95 161+56 r'OFFSET: -t 3.80 t gTA OFFSET.' -6.05 L STA 160+50 ' OFFSET: -3:88L STA 161+4ib /STA 100',' - OFFSET: -4.76 L"- OFFSET: 14.33 R -' STA 1 161+50 ' "STA 161+00 f1F'(=SCTr'1d 9F Qi161 OFFSET: R SET. S4A 15`0+50 OFFSET: 25.S3,/ STA 160+50•' OFFSET: 57.34 R 7 R • •:J . .. ,: r .q L J •' t. S 'd r ,� . { a - - - 160+00 STA 160 0 i . i 1• a l.i • . r a; , y ` ti ." . _ _ S OFFSET: 74.33 R s.56 - • e ' , / 4 4. .. « • , "W. -- --- -OFFSET: 73.97 R d' 4 q r �. a' . STA 159+50 • i ' a • • + a i ., <. L +• OFFSET " QQ 70. R '• .15 +O4 :. '. t . STA 159+00 OFFSET.-73A9-R_ - --- - <85..4Ta ..------_. . + •.:. • . r q ry S" , Q• , OFFSET: 71.97 R STA 155+00 STA 155+50 - OFFSET: 59.78 R \_STA 154+50 OFFSET: 59.69 R OFFSET: 61.30 R ST-A156+50 OFFSET: 63.29 R STA 157+00 OFFSET: 65.04 R n W J a 0 "N i �J STA 161+50 OFFSET: 24.74 R \-STA 161+00 , OFFSET: 25.25 R STA 161+50y OFFSET: 57.57 R STA 161+00 STA 161+00 OFFSET: 74.25 R 0 0 Lu oc ' SCALE: W 1":500' N p' O 1 % �c e IryO aWeff.•r • r ` �C HARMONY ROAD 54 KEY MAP 0 W. 1:30 MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE a " FULL DEPTH CONCRETE SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED: G 0 City Engineer l Date CHECKED BY: �A Water &Wastewater Utility Date CHECKED BY: a A • Stormwater Utility Date CHECKED BY: Parks &Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U C y N Q C1 N to N Co � n E rn zo 10 U3 M g U cy ni E O ° � O � CCi vi �° N O O c�yi y N d1 O U O w, C N N � C' � In X U) N li 00 H LeiAC Z wz �w >a aw �w o� � z0 J Z �O � J w O- U � � w w � > W Z ILL W Z 0 o ,� F- c o 1= UIL U Permit -Seal 00 0 Project Number: 187010590 File Name: C-154 Fpp JMB JAM JRG own. Chkd. Dean. W.MM.DD Dravring No. C-154 Revision Sheet 0 48 of 114 -� Z8 i M (V STA 162+00 OFFSET: -63.46 L STA 162+50 OFFSET: -63.23 L 1 STA 163+00 OFFSET: -63.36 L STA 163+50 STA 164+00 OFFSET: -64.79 L OFFSET: -65.71 L STA 164+50 - - - - - - ----- - - --- OFFSET: -65.89 L A,STA 16i4+00 STA 164+50 " - OFFSET: -62.99 \STA STA f63+010 STA 163+50 = OFFSET: -82.68 L 164+91.26 STA '162+50" OFFSET:-62.26-L OFFSET: �6750 L OFFSET: -63.04 L OFFSET: -62.23 L - . STA 164+91.27 OFFSET: -14.28 L S�A 163+�0 STA 164+06 S1A"�fi4+80 STA 165+15.83 OFFSET: -15,02 L STA '16i+40 '" OFFSET: -14.21 L, OFFSET: -14.91 L ,"' OFFSET: -14.45 L STA �62+50 - i' OFFSET:-12.135 1 / i, STA f67+00 OFFSET: -10.87 L OFFSET: -8.13 L - 165+00 n K STA 165+31.81 -11.09 STA 165+17.36 .. OFFSET: 0.00 L "• ,� i / STA ET: 4.25 / 15.85 OFFSET: 4.25 R /� STA 162+d0 " STA 42450 .OFFSET; 57.10 R r OFFSET: 56.44 R ""/ TA 11Y3+00 r OFFSET: 57,34 it STA 1�3450 OFFSET: 57 26 R VjTi64400 1' / , OFFSET: 58:20 R / ��]4�5(�i /f OFFSET: 59.51 STA 164+90.36 ` ,% ; "" .. OFFSET: 59.83 R � , , STA 166+22.34 STA 167+61.34 OFFSET: -65.89 L OFFSET: -65.10 L C STA 165+60.78 OFFSET: -11.61 L STA 167+61.35 OFFSET: -64.10 L 1 STA 166+0010 OFFSET: -14.59 L STA 166+00.10 167+00 168+00 169+ 166+00 OFFSET: -13.59 L -�- - ---- 4 STA 166+43.06 OFFSET. 59.51 R STA 163+50 STA 163+00 WMOFFSET: 71.90 R ':' ":;; ? %:;% ST 165+16.0.5 STA 162+50 OFFSET: 72.36 STA 164+00 - -- OFF ET: 72.22 R Z STA 162+00 OFFSET: 72.83 R Jl - OFF SET: -J7 55 R O STA 164+66.84 OFFSET: 73.31 R R --- OFFSET: 71.73111R \ Z STA 1 a I n Z --- x OFM 4 768 R \ O O LL \ F- \W W W \ W W 0 171+00 172+00 STA 170+68.87 OFFSET: 17.78 R STA 170+68.76 OFFSET: 22.82 R F54.38 63.58 R +54.30 77.58 R f s 0 SCALE: 0 r:soo' o0c W Lu IV 15 c HARMONY ROAD 75 STA 168+02.32 KEY M A P OFFSET: 60.73 R Z O Z 0 3045' 60' F- 1:30 Z O LL J W 00 LLI LLI MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE �.a FULL DEPTH CONCRETE SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STA 168+02.32 KEY M A P OFFSET: 60.73 R Z O Z 0 3045' 60' F- 1:30 Z O LL J W 00 LLI LLI MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE �.a FULL DEPTH CONCRETE SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 46t/ City Engineer L 4 CHECKED BY: QAr Water & Wastewater Utility Date CHECKED BY: &4' Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date S� u U C d Q � $c v` fd U N N � � v'• C N M 00 co p Y� � V m ai O d It v 0 C (pUNO1�N C.; �oo Cn C)li a0 H � 3 EmNo�yy �e8�qg�3 �o jYptb�w amg.`'. �g�paB FF}} � •I K E tT: I` Z jr WZ \ / W �W 0 Z J W J Z J J O 1V (D - U C-/) W_ > LU W W N U' CLL )>O } Z O W W � � c o O O U U� =L�i. i I.o m U Permit -Seal Project Number: 187010590 File Name: C-155 Fpp Me JAM JRG Dwn Chkd. Dsan. YY.MM.DD Drawing No. C-155 Revision Sheet 0 49 of 114 tT: I` Z jr WZ \ / W �W 0 Z J W J Z J J O 1V (D - U C-/) W_ > LU W W N U' CLL )>O } Z O W W � � c o O O U U� =L�i. i I.o m U Permit -Seal Project Number: 187010590 File Name: C-155 Fpp Me JAM JRG Dwn Chkd. Dsan. YY.MM.DD Drawing No. C-155 Revision Sheet 0 49 of 114 Project Number: 187010590 File Name: C-155 Fpp Me JAM JRG Dwn Chkd. Dsan. YY.MM.DD Drawing No. C-155 Revision Sheet 0 49 of 114 P 3 a s L2 aRIGMk SHEET - ARCH D I O i i0 Z I I _j I � IL I W MW x{r i I - _ I +0094+00 1 • " 100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+ 11 +00 118+ 120+00 122+ N 10785 j 00 92+00 - q a y M . HARMONY ROAD 8.45 �k PC = 95+85.66 : •.'. 1! -, - E 203938.41 N 107819.60 R=5730.00 PT = 101+15.66 j i •/ f II E 204322.11 L=530.00 N 107790.65 II Tan=265.19 A=5'17'59" E 204651.13 PI - 104+91.53 N 107787.49 E 205226.98 N 84.49' 56,, SECTION LINE Q AND CONTROL LINE }. AVAGO/HP � 1 W J t N PC - 158+37.20 N 107798.45 __ --- �- EXISTING ROW E 210570.31 HARMONY ROAD " ,• S 89'51'04" E 1141.10' 162+00. _. ___, 164+00 -_ 00-.168+00 170+00 172+00 174+00 17 +10 RPM •per I PADS AT HARMONY C) 1 r^F l =� Q 0 0 0 D fJ ON LINE S 89'26'04" E_ 4421.57' I-� 8 F 128+00 _ _ 130+QO_ i 0 Z (0 N 107780.2038 E 210523.7557 J HARMONY 1 SECTION LINE R=5730.00 PT = 154+86.40 a SE COR. SEC. 32 HOUSE N 107818.76 L=573.30 Tan=286.89 N 10766.85 E 210220.94 T7N, R68W I pT = 163+68 163+6 EXISTING ROW E 212242.41 I L_N +- 0=5'43'57" ..k I ' E 211101.31 R=5730.00 L=531.70 Tan=266.04 &=5'19'00" I I N TEL I - _ FRONT RANGE VILLAGE N 107806.3318 I I LO E 207876.6228 I I o f ¢ S 1 /4 COR. SEC. 32 I I I 0 I I I I I T7N, R68W CONTROL LINE EXISTING ROW 01 / _o Q � I 0 Li ]48+00 __150 140+00 -- 42+00 --, --- 146+00 - U HARMONY ROAD w m PC = 149+13.10 Lv N 107743.85 LLJ E 209648.34 CD EXISTING ROW ~CD + O O I(( C) U 0 � Q O (/) Ir 0 200 400 600 SCALE IN FEET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: L O City Engineer D to CHECKED BY:- I`1,A Water & Wastewater Utility Date CHECKED BY: lu', d. Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U N NC14 Cal � 2 0 S C v N N CO E $Lp y¢ O m u O �u ��''o os Q o O N rn rn o ax' C N l9 0) 't LQ U)N L° u00 Lzi 3 B c N o�egg o $Sw n=B2 o C pp CC � 04.9 o W ii oEEoo� 60 N W I� I$ I� U) H Z W Z 00 d W W Z J U Z Of W W O g J 0 U N U) J (f W_ N J - > Ir 00 W atS > (D Z o 0Lu 0 zt �. c Z -0Of 0 U UU) d 2 r L i0 U Permit -Seal J 33774 q Project Number: 187010590 File Name: C-010 Fsp JMB JAM JRG own. Chkd. Dson, YY.MM.DD Drawing No. C-010 Revision Sheet 0 5 of 1 I,$4 C - 1 28 2 N 00 N r v ~� STA: 17+ 33.09 PROPOSED CONSTRUCTION EASEMENT `= Z OFFSET: 56.00 L SIDEWALK LIMIT STA: 12+28.37 a �'S�; o � OFFSET: 56.14 L #0 a i1 (D u ilrt a PROPOSED DRAINAGE SIDEWALK LIMIT 1► Q W f 1 AND UTILITY EASEMENT a+m STA: 12+39.98 J rVICT.1 ., .,., L m m m m m m m m/ a / I Q V PROPOSED ROW I F EIf 3t T, n n to N n 00 it i a�$ o � o� oO0 g �N i� m DRCW SHEET - ARCH D OWN ♦worm♦ �� .♦ �; N-4 W-m W�4 W.4 ♦ ONE �.�• ' it .. •� ,I 'Y.,I"� ' �' i. mom - aa .� w, m' e y3 e, STA: 14+90.53 OFFSET: 69.50 R - PROPOSED CONSTRUCTION EASEMENT SIDEWALK LIMIT Ix F iy, s o- VI I JL 1. /J. LV 1\ SIDEWALK LIMIT a G N J ••• WU , OFFSET: 109.05 R FLOWLINE LIMIT a EXISTING STA: 18+00.00 { } _ C SIDEWALK OFFSET: 26.94 R STA: 16+00.00 -------- -- —— — ------ — — — — —— - LIMIT OF --- OFFSET: 27.04 R LIMIT OF j STA: 16+50.00 OFFSET: 27.09 R STA: 17+00.00 OFFSET: 27.10 R STA: 17+50.00 OFFSET: 27.00 R FULL DEPTH FULL DEPTH r t� j LIMIT OF FULL DEPTH LIMIT OF FULL DEPTH LIMIT OF 1- FULL DEPTH STA: 18+50.00 STA: OFFSET: 16+25.54 44.11 R OFFSET: 26.88' R LIMIT OF CONCRETE LIMIT FULL DEPTH / VI I JL I. IJ.JY R LIMIT OF FULL DEPTH FULL DEPTH PROPOSED CONSTRUCTION EASEMENT A 0 -. SCALE: Lu r:500' W 1 46 IHARMONY ROAD KEY MAP a 30 45' so , :30 u T L MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE •.,.a FULL DEPTH CONCRETE SURFACE NOTES: 1. ALL STATIONING IS RELATIVE TO CONTROL LINE. is CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL APPROVED: City Engineer D t CHECKED BY: AIA- Water & Wastewater Utility Date CHECKED BY: A/. 4- Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 16 o� c �1 in N 00 s c N (0 S 2 O W) �5 N N v c C d U a0 a0 E }ypyp}(( O N OM I 0 E�O�C" U r N o o $� U o r- n .- s c C' N in g x 2 N M 'If In ; sov N l0i co H lei 3 8 y to g� 2Olt p0 yp[ C p y E O C N -" i i F- F— Z flr LL^LI `2 0/ LL 1 - O Cd L LLI W Z Z I�= Y4 J V J ON U O— W J w W LL W Q ad Z O C1 U LL- 0 H W 0 2 f- Z o U U d cn = W ii U Permit -Seal R Project Number. 187010590 File Name: C-156 Fpp JMB JAM JRG Dwn. Chkd, Nan, YY.MM.DD Drawing No. C-156 Revision Sheet 0 50 of 114 C-i 28 2 F 24 00 I, ✓ 7✓ 7J a u� STA: 26+00.00 OFFSET: 35.01 L STA: 26+50.00 LIMIT OF FULL DEPTH OFFSET: 34.25 L STA: 27+00.00 STA: 27+50.00 LIMIT OF OFFSET: 33.49 L PROPOSED OFFSET: 32.73 L FULL DEPTH LIMIT OF SAWCUT LIMIT OF FULL DEPTH (TYP) FULL DEPTH STA: 28+00.00 OFFSET: 32.37 L +� LIMIT OF FULL DEPTH X V'x'Xxx "=X'x xxxxi. .,.,._'_ PROPOSED ROW 28 ob I 1__�PROPOSED CONSTRUCTION I EASEMENT STA: 29+00.00 STA: 32+50.00 STA: 28+50.00 OFFSET: 32.53 L STA: 29+50.00 OFFSET: 32.45 L LIMIT OF OFFSET: 32.62 L OFFSET: 18.40 L LIMIT OF FULL DEPTH LIMIT OF LIMIT OF FULL DEPTH FULL DEPTH - STA: 29+73.22 FULL DEPTH - - - - - - - - - - - - - - - - - - - I OFFS�T:��.b5 [. � PROPOSED ROW END OF FULL DEPTH T STA: 32+43.40 OFFSET: 18.72 LIMIT OF - -x - _ - - FULL DEPTH 1�- 3 \ 00 STA: 29+92.27 OFFSET: 32.83 R ` END OF FULL DEPTH 31+00 STA: 27+50.00 L OFFSET: 32.61 R v L yr r 3L I: JZ.00 IN I J W STA: 26+00.00 STA: 26+50.00 STA: 27+00.00 OFFSET: 32.25 R LIMIT OF LIMIT OF EXISTING SIDEWALK f�a7f OFFSET: 29.68 R OFFSET: 30.53 R OFFSET: 31.39 R LIMIT OF FULL DEPTH _ - - - -FULL DEPTH - - - - - - LIMIT OF FULL DEPTH - LIMIT OF LIMIT OF - _ _ STA: 29+50.00 FULL DEPTH FULL DEPTH FULL DEPTH _ _ - _ - STA: 28+50.00 OFFSET: 32.84 R STA: 29+92.27 _ - OFFSET: 32.80 R OFFSET: 52.56 R - - - - - - - - - - - - _ - - LIMIT OF LIMIT OF SIDEWALK LIMIT a C FULL DEPTH FULL DEPTH PROPOSED CONSTRUCTION / EASEMENT `\ arANXIIu1,s i i v! � '> d �U am 0 oa n m i� 'a bl$ 0 N i� ORVW SHEET - ARCH D LIMIT OF STA: 36+49.47 OFFSET: 16.57 L END OF FULL DEPTH 32+00 a ® a 1 1, 00 00 8CALE: C Tn500' O W P J a Lu nJ tl '� CO Lb � o KEY MAP 0 30' 45' Go, 1:30 MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE FULL DEPTH CONCRETE SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer CHECKED BY: At Water & Wastewater Utility Date CHECKED BY: P,A• Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date _ 4 C to N Nc 2 O u) Mn th C U N N E c „ O x Q O d d 'Q N O �j N 1-1 T p f� � a gY' X ; U) 04 N cc v/ N L, � LL ; O o s's¢'10 iY ii9 �w Leo Y ggBs�� �S2a�.g U N , e Cc p. $Cp VJ t- z flr W z 2Lu O of Cd L \W / W z U z W 0 g J ON UU) -WJ O W_> J - W W ca >-q Uj 000 0Ow z OF- o C E- _ W U QEL >= U _d cA = u- LL U Permit -Seal 33774 11;: I2U e 7 i i 0 .y z Q g0 0w z J QCD W � d- F4 i= Project Number. 187010590 File Nome: C-157 Fpp Me JAM JRG Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-157 Revision Sheet 0 51of1IA/ C-1 282 t � — --- - -.1 STA: 50+50,00 OFFSET: 8.98 R LIMIT OF FULL DEPTH cy STA: 50+27.76 STA: 49+99 11 OFFSET: 8.94 R OFFSET: 24.56 R LIMIT OF LIMIT OF FULL DEPTH FULL DEPTH 48+00 49+00 50+00 Lu,��),,' ORMOIL SHEET - ARCM 0 EXISTING ROW rm-] STA: 51+00.00 STA: 51+50.00 OFFSET: 9.08 R OFFSET: 9.18 R LIMIT OF LIMIT OF FULL DEPTH FULL DEPTH -T- STA: 52+50.00 STA: 52+00.00 OFFSET: 9.38 R OFFSET: 9.28 R LIMIT OF LIMIT OF FULL DEPTH FULL DEPTH PROPOSED] 0 qT IA: 53+00.00 STA: 54+00.00 OFFSET: 9.48 R STA: 53+50.R 00 OFFSET: 9.67 R LIMIT OF OFFSET: 9.58 LIMIT OF FULL DEPTH LIMIT OF FULL DEPTH FULL DEPTH 'CUT --% 4 L T �j -14 L EXISTING ROW - - F f _j STA: 50+03.21 'D OFFSET: 58.85 R FOWLINE LIMIT +II Lo SCALE: 0 rz-500' W III, cc UJI Lu TV, L0 KEY MAP 0 30. 45' 60' 1:30MMA&M%umm"ll MILL/OVERLAY ASPHALT SURFACE FULL DEPTH ASPHALT SURFACE FULL DEPTH CONCRETE SURFACE CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPPOVAL APPROVED: e4 04x City Engineer I/ V te CHECKED BY: LU Water & Wastewater Utility Dote CHECKED BY: ' 4--1Z 41 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date N C14 00 E j 0) N 2 0 LO (D C'i C- 0 n 00 00 0 .4 0 u C-4 (D C) 0 0 1 0) 0) 9,121 M rn -If L') mi Seo U) C. 0 CD tZ 00 �T LT 3MV;2 M 0— C 0 0 V:Z— a E goo Ig IIt (1) P�l � z LLJ Z 2 Lu uj > 00 Of _j a- LLI Lu Ci 0 U) X Lu z Q Of 0 Zj _j Z Lu _1 ON FJ5 (D LL, > xIx LLI q6 uj (D 0 > 0 0 LL 0 >_Z LL 0 Lu z 0 W -a x z 0 z U) < X it u- 0 u_ Permit -Seal I Project Number. 187010590 File Name: C-158 Fpp JMB JAM JRG Ch kd, Nan. Yi.WDD Drawing No. C-158 Revision Sheet 0 52 of 1V� C V. P b, I cm ab nl v Ca IN N E 0 `y w C` v d h 1 J '' ^^ W S IYAVi .,a!, f - ° d I 1 ' E` P�s A 1wk 5d a o 1 �<0 ---Y_ --- --- 34 • 1k0 � �k0 �kh �kk sky �kry �k� �kQ �41 S �5 + 36, 5• 1 y�o1 �� a • �� �� d e ; �50 d t •� • 0 0� �� �b ♦ 0°' J ,a e d Iyu aJ' � HARMONY CONTROL LINE 4 161+00 h� 0k NV pp O+ • a +o . Ti >> �..�. �..�� � �,� �� �� , 6a . �.� ��, � 6..� • d �. �; e ° � ♦ ;�, � ^o 00 'q`Ld ♦ d ENHANCED CONCRETE HARMONY ROAD d CROSSWALK (TYP) 4 A • a • y O ITT Ab ♦ O d' •CP N N 157 0 ---77777 _ i MCP II i4 I 1 I i iiii:l I I 1 I a ZIEGLER CONTROL LINE 0 0 30' 45' 30. 1:30���M�� M It��7� f l NOTES: 1. JOINTING PATTERN REPRESENTS SAWED JOINTS. 2.SEE ENHANCED CONCRETE CROSSWALK DETAIL DETAIL SHT C-600 3. CONCRETE PAVEMENT JOINTS DETAILS USE CDOT DETAIL M 412-1 4. EXISTING & PROPOSED UTILITIES REMOVED FOR CLARITY. POINT TABLE FOR JOINTING PLAN POINT # NORTHING EASTING POINT # NORTHING EASTING POINT # NORTHING EASTING POINT # NORTHING EASTING POINT # NORTHING EASTING 1 108020.23 210491.27 51 107821,10 210469.11 101 107709.96 210553.43 151 107873.86 21060& 97 201 107710.23 210509.32 2 108020.08 210502.39 52 107821.95 210475.69 102 107709.89 210565.43 152 107865.65 210607.94 202 107698.23 210509.62 3 108019.93 210513.30 53 107807.03 210468.23 103 107698.11 210529.36 153 107856.70 210605.58 203 107698.22 210480.71 4 108019.76 210525.30 54 107807.97 210476.39 104 107698.04 210541.36 154 107860.08 210594.09 204 107710.22 210477.57 5 107936.41 210478.05 55 107795.99 210476.99 105 107697.96 210553.36 155 107875.42 210598.60 205 107724.41 210456.56 6 108008.31 210485.63 56 107784.00 210477.60 106 107697.89 210565.36 156 107881.00 210582.56 206 107782.42 210453.65 7 108007.60 210536.49 57 107781.69 210441.66 107 107716.91 210577.09 157 107864.86 210577.83 207 107783.20 210465.62 8 107996.31 210485.34 58 107780.96 210429.68 108 107715.27 210579.40 158 107875.14 210568.43 208 107791.11 210467.23 9 107995.60 210536.35 59 107780.24 210417.70 109 107726.93 210588.60 159 107888.55 210574.32 209 107792.29 210455.28 10 107984.32 210484.57 60 107779.51 210405.72 110 107738.91 210588.00 160 107887.09 210572.35 210 107839.19 210470.25 11 107983.60 210536.19 61 107778.79 210393.75 111 107750.90 210587.40 161 107899.13 210569.78 211 107838.56 210458.19 12 107972.34 210483.32 62 107778.06 210381.77 112 107765.18 210586.68 162 107904.66 210565.29 13 107971.60 210536.01 63 107777.34 210369.79 113 107777.18 210586.08 163 107904.84 210554.29 14 107960.36 210481.59 64 107776.61 210357.81 114 107789.03 210577.64 164 107899.49 210543.78 15 107959.61 210535.81 65 107775.89 210345.83 115 107789.42 210585.46 165 107887.49 210543.57 16 107948.39 210479.36 66 107775.16 210333.86 116 107790.03 210597.44 166 107875.49 210543.37 17 107947.61 210535.60 67 107774.44 210321.88 117 107790.63 210609.43 167 107863.50 210543.12 18 107936.43 210476.63 68 107773.71 210309.90 118 107781.04 210597.90 168 107847.28 210544.26 19 107935.61 210535.40 69 107772.99 210297.92 119 107791.23 210621.41 169 107851.48 210543.96 20 107924.47 210473.38 70 107772.26 210285.94 120 107791.83 210633.40 170 107846.79 210534.51 21 107923.61 210535.20 71 107771.53 210273.96 121 107792.44 210645.38 171 107851.62 210534.27 22 107912.53 210469.59 72 107758.82 210262.59 122 107793.04 210657.37 172 107863.62 210534.18 23 107911.61 210534.99 73 107746.85 210263.31 123 107793.64 210669.35 173 107863.12 210569.71 24 107900.59 210465.26 74 107733.66 210264.04 124 107794.25 210681.34 174 107862.28 210571.05 25 107899.61 210534.79 75 107721.68 210264.70 125 107794.85 210693.32 175 107851.05 210570.11 26 107888.32 210484.24 76 107712.35 210277.23 126 107795.45 210705.31 176 107844.75 210570.66 27 107887.62 210534.51 77 107713.02 210289.21 127 107796.05 210717.29 177 107845.35 210582.65 28 107876.32 210484.32 78 107713.68 210301.19 128 107796.66 210729.28 178 107845.96 210594.63 29 107875.62 210534.35 79 107714.34 210313.18 129 107797.26 210741.26 179 107846.56 210606.62 30 107888.41 210477.35 80 107715.00 210325.16 130 107797.86 210753.25 180 107847.16 210618.60 31 107889.75 210471.05 81 107715.66 210337.14 131 107798.46 210765.23 181 107854.15 210618.25 32 107891.74 210461.67 82 107716.32 210349.12 132 107811.05 210776.61 182 107781.43 210578.02 33 107884.39 210458.43 83 107716.98 210361.10 133 107823.04 210776.01 183 107864.32 210484.16 34 107876.87 210474.50 84 107717.65 210373.09 134 107837.02 210775.31 184 107852.32 210484.12 35 107875.55 210454.23 85 107718.31 210385.07 135 107850.00 210774.66 185 107852.25 210488.83 36 107866.61 210471.06 86 107718.97 210397.05 136 107861.99 210774.05 186 107852.10 210500.02 37 107864.94 210448.68 87 107719.63 210409.03 137 107873.37 210761.47 187 107851.94 210511.00 38 107855.87 210466.67 88 107720.29 210421.01 138 107872.77 210749.48 188 107851.77 210523.00 39 107856.14 210440.22 89 107720.95 210432.99 139 107872.16 210737.50 189 107835.54 210487.02 40 107845.13 210459.75 90 107721.61 210444.98 140 107871.56 210725.51 190 107836.14 210499.00 41 107850.50 210450.22 91 107720.90 210468.75 141 107870.96 210713.53 191 107836.74 210510.99 42 107841.56 210427.56 92 107710.22 210481.31 142 107870.36 210701.54 192 107837.35 210522.97 43 107832.43 210428.06 93 107710.22 210493.32 143 107869.75 210689.56 193 107839.16 210558.93 44 107818.87 210428.81 94 107710.23 210505.34 144 107869.15 210677.57 194 107781.82 210585.84 45 107804.89 210429.58 95 107698.23 210505.34 145 107868.55 210665.59 195 107730.75 210600.42 46 107791.51 210441.17 96 107698.22 210493.32 146 107869.13 210653.54 196 107724.71 210588.71 47 107794.78 210453.02 97 107719.51 210513.46 147 107870.56 210641.46 197 107709.83 210576.10 48 107792.17 210453.15 98 107713.97 210518.54 148 107867.34 210641.62 198 107697.86 210569.68 49 107833.93 210469.92 99 107710.11 210529.37 149 107872.85 210629.33 199 107698.17 210518.85 50 107834.80 210475.04 100 107710.04 210541.43 150 107876.05 210617.15 200 107710.17 210518.62 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY/PLAN/ APPROVAL APPROVED: /ter �.-�fi City I 9' CHECKED BY: � MAC Water & Wastewater Utility Date CHECKED BY: ItICA• Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date s� L L? o w'- =Bs 0 P a €c 01 4S\� oEEoo0 �o0�_3 U) Z W Z Lu 00 It J a W W ZUr J Z W'U Wg W J 0fV U U) J (D- W J w It °o W 06 iq9 Z O r, i W O 2 F- Z U U a� U) 2 LL u- U Permit -Seal Project Number. 187010590 File Name: C-160 Fjp ►} r� n 0 Vr W Z 'J (19 (q _W = IV 00 Z Q Z Z Z � 0= a� MCS Dwn. Chkd. Dsan. W.MM.DD Drawing No. C-160 Revision Sheet 0 53 of 11X41 ORKRH✓1L. SIW - MOH 0 C-1 282 x h X g N U ORIOII'W_ !HEFT - ARCH D HARM 213 PADS AT HARMONY W 0 Z (n 207 W 0 U HORSET ROAD RANGE GE SITE J _J AVAGO INTEL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800m9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY Ppl-At4 APPROVAL APPROVED: City Engineer IJ t CHECKED BY: MA Water & Wastewater Utility Date CHECKED BY: N•,'d/f o7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED CHECKED BY: Traffic Engineer Date Date C7 N v7 N 00 c um u] E 20 LO0 C NU NNE M � W uv$o .ii^ U= O R N 0 0 w p$O m d O C fV H e xQ>, a N 3 o v o £ Bo`Ncpa Cn ui aD H Lei 3 I � vT a6 I t) Z J J Z ON U � Mw Oo ow a LLI - U uJ U Permit -Seal z Z M W W � -j aW �W do xW re0 Wg J J w> IV W z ZIr z = LL- Project Number. 187010590 File Name: C-200 Fst JMB JAM Tw Dwn. Chkd. Dwn. YY.MM.DD Drawing No. C-200 Revision Sheet 0 54 of 11OA� C-1 282 HARMONY ROAD EXISTING MEDIAN gf�� H��-�ti� F�F�� aaa « oaaaaaa «ra«aaaae a ; ESN. atiaFtaFJtia aaa aaaaaoaaa i1,aeee a li R R R R i aeaaa,>aeaaaaaaa«�aaeae EXISTING EDGE OF ASPHALT \ EXISTING R.O.W. HARMONY SHOPS —w ME - - NM112+99.45 /-SECTION LINE - — - — - PROPOSED EDGE OF ASPHALT -- - - — — Z RC LEV: 4965.81 HARDSCAPED MEDIAN NORTH MEDIAN FLOWLINE o PRC - NM113+23.13 SECTION SEE C-603 SHEET ALIGNMENT (NM) LANDSCAPED MEDIAN SECTION H ELEV: 4965.48 (TYP) SEE SHEET C-603 (TYP) Q U Z r PT - NM113+29.54 Z w ELEV: 4965.39 NM114+00 NM115+00 NMI 16+00 NM117+00 NMI N Zw v S89'47 37 W 771.16 vwi -119" � �� �- �r ," 117+00 -- "— - SMt 0 +#4, 114+00— # 115+000 HARMONY ROAD CONTROL LINE w ,,,,,,-..y7 �.--r °-" "`- - + SM1t7 00 a7a7� is+00 N66'25'05"E 275.02 V2' O _ --- --- - _ -- SM114+00 N88'51'24"E 275.20' SM115+00 ^ 5+88-02 END CURB TRANSITIONO PT = SM113+12.82 STA = SM116+15.75 INFALL CURB GUTTER + 00 ELEV: 4965.87 ELEV: 4964.77 4" HOPE UNDERDRAIN IN SOUTH MEDIAN FLOWLINE TRANSITION FROM 1' OUTFACE Q MODIFIED MEDIANDETAIL ALIGNMENT (SM) ELEV: 4964.94 CURB TO 2' INFALL CURB H SEE DETAIL SHEET C-603 z I _--------- _ ----------------------------- ----- Z N E - 1 ---------------- ------------------------------- > CP Q II o� I i a I I I I I I I I I I I I 4975 . . 4970 4965 . . .— a z Z N 4960 oM =m z z " m 4955 U 0 8 I . P 4950 8+06 . 9+00 4975 4970 . . 4965 w N I . a z I 4960 Z N P y� N I O q Lu . 0 e v` o 4955 oa 00 8 4950 8+00 9+00 >� nalrluel currT - e°cu n PROPOSED EDGE OF ASPHALT w Z J "I U ------------------- ,---- -I - Q - _ - - - ------- -------------- T - __________________ _ - __________________-- �' -1_ --- --- Cti � --_- EXISTING R.O.W. ------------ ------------------ ----------- _---- - POUDRE VALLEY HOSPITAL -- -- ---- ----- II -------------------- I I ' I I I I II I I I I I I co ao c 0o v CDo M -It Ci . It Nr . 4975 W . .0o J_ L = 180.00' 00 LL AD = 0.697E K 262.23 r- 4970 H d . U pW PROPOSED GRADE Z Z Q Z NORTH MEDIAN FLOWLINEJ O 8 w -1.4 = . F- 4965 Q O r Z J O LL .310 -0. 5 a H Z O `� Q EXISTING GROUND 4960 U 2 W . . _ . F_ 4955 Z �Of a_ (La a a a 5 .to a 0 M ix rn m of cm of g + . . o 8 0 o 4950 113+00 114+00 115+00 116+00 117+00 118+00 No 0 ri LO LO 9 LO �v' v . . . . . . . . . . 0 4975 0 . . Do W . J . .Q _ LL . . . . . . . . . . . . w 4970 0 Z d . PROPOSED GRADE . . . SOUTH. MEIIIAN.FLOWLINE = Z Q Z -0.37% -012�0 � Q 4965ZZ � � j-020%. > o.aai W �NOLL EXISTING GROUND. . O vwi 2 Q 4960 U Q 2 W . . . . . . . 4955 O a a a u7C4 ap o w o M .in o . + N . 8 . . . . . . 00 0 + 4950 113+00 114+00 115+00 116+00 117+00 118+00 101 I24WAuU• T'N; 1:30H0 W. 45' W. 1:5V 0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND -- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 152°05'24" 5.00' 13.27' 9.70, S 14011'45" E 20.12' C2 45013'37" 30.00' 23.68' 23.07' N 39014'09" E 12.50' C3 73027'44" 5.00' 6.41' 5.98' S 53"21'12" W 3.73' C4 2'26'19" 99.50' 4.24' 4.23' N 87038'14" E 2.12' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 m800m922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer CHECKED BY: 9-A Water & Wastewat r Utility Date CHECKED BY: 6-i'1-07 Stormwater Utility Dote CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 0 g F Cn t— Z >a of D- OJ 60 j W C0 zO J Z of Of J W Q J O U w N W (.9 W_> N — LLI (9 LL OO O} LLI �g O� ( 9 - F- U W � w = Q U = LLL li U Permit -Seal 33774 I; `'z�o1VAL . Project Number: 187010590 File Name: C-205 Fst JMB JAM TW Dwn. Chkd. Dsan. YY.MM.Do Drawing No. C-205 Revision Sheet 0 55 of 1 y8 AI V�1 28 mffAn `----- - - - - -- ----------------- tV I Z 1 1 U N - /Islas ///////all ... .y F-- w r- Z L)- PADS AT HARMONY _ .1/IOOI1141 IIIIIIIIIIIIIIIIIIIIIIIIj \ EXISTING R.O.W. _ - _._ --- --- -" - ' --VV W PROPOSED EDGE OF ASPHALT W W W SECTION LINE LANDSCAPED MEDIAN SECTION PC 121+00.70 PC = 121+02.05 HARDSCAPED MEDIAN SEE SHEET C-603 (TYP) ELEV: 4960.321fELEV: 4960.32 SECTION SEE SHEET II C-603 (TYP) �I G / yO C U) i " x. PC = NM124+53.35 ELEV: 4960.23 PCC = SM124+72.41 -- ELEV: 4960.29 NM1 +00 NM119+00 NM120+00 NM121+00 S 89'47'37" W 771.16' NORTH MEDIAN FLOWLIN • -- .. - �.. . �� .. � ' - ,.'- �:...�. ...r- , �... T� .." w-�-� ' ..�t..� •�- �� NM 2 NM124+00 5 8 BMLLNOSE 12 S 8925'S6" E 351.30 NM723+00 - T -� �= Cg N 124+73.59 SM119+00 N 88'51'24' E SM120+00 229.13'_ - :.+..., ° " SM1 1+00 86'25b5'E--5Z28_ _ _ _ �_ - SM121+00 SM 122+00 w .a�a• •'`"O°4-'""` • t"r +� . _"-� !SM124+74.06 Z Q -'-- --� J I I S89'25'56"E 351.41' SM123+o0 SM124+00 CL124+72.51 0 no 0 p 120+00 - �- - - F�- - _ _ C 2 10 OFFSET: 14.16 L F- N 121+0p 122+0p - �- - ELEV: 4960.30 Q c� } p 123+00 I 24 If)+ 3 124+00 L1 t25+00 w Z O HARMONY ROAD CONTROL LINE SOUTH MEDIAN FLOWLJNE (SM) L2 L3 = O Z CV 0 PC = SM121+00.70 PT = SM121+03.72 PC = S V: 4963.33 EL = SM63.31 .58 ELEV: 4962,17 ELEV: 4962.15 4" HDPE UNDERDRAIN IN PCC = SM124+72,62 Z w Q ELEV: 4963.33 ELEV: 4963.31 +I a H io MODIFIED 4960.31 0 LJ ED MEDIAN DETAIL 4" HDPE UNDERDRAIN (n r SEE DETAIL SHEET C-603 INV. 4953.63 Q Z PC = SM124+65.67 = W ELEV: 4960.34 W PROPOSED STORM SEWER SEE SHEET C-350 J U Q - ' - _ - -- --- - - -- - --- -- -- - - --- - - - -r - PROPOSED EDGE OF ASPHALT --- ---- ---- _--- ----- ---- ---- ---- ----- ---- - --- - - - -- ----------- --- ----- ------ --- --- - --- ---- --- --------- -- -------------- -------------------------------------- ---- ----- ------ --- - ------------- ------------ -'------------------------------ --------------- � ------------------------ E ~\` I` o N EXISTING R.O.W. _ ---- �, r _(n; L W----� _Ze a a INTERSECTION 'El - - I J 3 1^ =r s a GRADING DETAIL U> e POUDRE VALLEY HOSPITAL SEE SHEET C-290 H I I Q I e e d �I i9 O N 4970 4965 4945 118+00 M 9 It 4970 4965 0 a 4960 Dr° o Q ti ~ 8 W P' 4955 z U � L j O Q 03 C 4950 o 0 N �o 9 N o- 8 4945 %� 118+00 ORIGINAL SHFF7 - ARfu n 119+00 119+00 CD 099' a o o 120+00 121+00 N N N a a' qT v PROPOSED GRADE AT SOUTH MEDIAN FLOWLINE -EXISTING GROUND as a (k GO Oa n . . $$ 120+00 121+00 122+00 122+00 -0.'0I 123+00 -0.5d01= 123+00 4970 w J 0 4965 a N pw Z_ U p„ 0 J N 4960 _Z Q 0 ZWOLL J . .Q~ 4955 OiKD-'Q U = 0 . < F_ 4950 0 Z . . . . . . C� + • 4945 124+00 125+00 ro co . 09 9 . 4970 . W . -_J . LL 0J4965 . . LO d z . . < z Q w 4960 a IY Z j�� 0 J Z W Z J LL- 2 Hv=0 U ZWZ i4955 0 Q . = ww L tu 4950 ,, z O �a •o w 8 . . . . . . . ;S ch (0 + r + + 4945 124+00 125+00 ..off low C ` Q E ;? £ 2 '� tO a) v 0 U N (V O M ai O 00 t U �i"Oo0 U N c0 ! 00) 00) c = a z �gYa c In N °ago L2 le B e'^ = F$Ego`$ B a=s Or! �1_1 gg8y�o 58ga�" L• „ L i � E C L I� T 1:WH0 30' 45' 60. 1:5V0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE I I P 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL I ik k LEGEND I I t �- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 2026'19" 101.00, 4.30' 4.30' S 87038'14" W 2.15' C2 0046'27" 100.00, 1.35' 1.35' N 89°49'09" W 0.68' C3 1 °42'40" 101.00, 3.02' 3.02' S 89042'44" W 1.51' C4 1003'08" 50.00' 0.92' 0.92' N 88°54'22" W 0.46' C5 88053'46" 1.00, 1.55' 1.40' N 43°55'55" W 0.98' C6 90003'06" 1.00, 1.57' 1.41' N 45032'31" E 1.00, C7 89756'54" 1.00' 1.57' 1.41' S 44027'29" E 1.00' C8 100°31'02" 1.00' 1.75' 1.54' S 50°46'29" W 1.20' C9 11022'44" 50.00' 9.93' 9.91' N 73°16'38" W 4.98' C10 150°01'52" 1.00, 2.62' 1.93' N 07025'38" E 3.74' C11 8007'30" 49.00 6.95' 6.94' N 86°30'19" E 3.48' LINE TABLE LINE LENGTH BEARING L1 4.00' N00°30'58"E L2 3.18' S00°30'58"W L3 2.54' S89°25'56"E CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P N APPROVAL APPROVED: City Engineer I, Date CHECKED BY: UVIC Water & WastewqtQr Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date N f-- Z w �w w 00 aw W Ii 0 z " Ix Wg Lu J 065 Z J J w> of W N o� LLJ CD ILLO 0 >- o 0 H O c o �Of w Q'0 Z o U U U) 2 L r ti U Permit -Seal 33774 t- Project Number. 187010590 File Name: C-206 Fst LLI J JMB JAM TW - Dwn. Chkd Dsan YY MM DD Drawing No. C-206 Revision Sheet 0 56 of 114 C - 1 282 L� n i Ii N i II I I II I I co �I I YI I I II I I INTERSECTION GRADING DETAIL f r� SEE SHEET C-290 �i II `R y h I VV PROPOSED EDGE OF ASPHALT SECTION LINE PCC NM125+73.50 ELEV: 4960.19 f PT - NM125+79.51 J ELEV: 4960.10 I I T____ I , I I I I I EXISTING ROW W- HARDSCAPED MEDIAN SECTION SEE SHEET C-603 (TYP) 4Ltl' I I +Q/■/■■/■/■■/■■■■/■/■■/.///.■/./■■/■ • �e PADS AT HARMONY � - - ,r - �" ..../.....■,.,,.___ FRONT RANGE VILLAGE --- --- - --- --- - .v v _77 M M--- M W --- W Q MSU WALL TO MATCH PROPOSED EDGE OF ASPHALT PADS AT HARMONY 4" HDPE UNDERDRAIN IN Z 0000 O MODIFIED MEDIAN DETAIL Q U W - - - - - -- -- - - - SEE DETAIL SHEET C-603 �r } > PC = 131+40.77 Z w Z ELEV: 4955.50 In Z Q 4Z NORTH MEDIAN FLOWLINE (NM) PT = NM131+51.09 ELEV: 4955.45 w 0 -+ BULLNOSE C 1 L3 ; I NM125+72.04 Cl 5 NM126+00 NM127+00 " NM128+00 NM132+00 (,) Q SM125+72.04 C2 NM25+000 NMI' 0 NM131+pp W 88.10 CL125+72.04 L1 N r-126+00 127+00 . #- q _ * 128+b0 1 9+00 130+00 � 131+00 i' >�Q2+00- OFFSET: 5.46 L - - ' - - • , . , - , " • , , . '<.. . C9 584'331 J - SM127+00- _ __ ___-.._- IVi ELEV: 4960.21 C3 C4 �M126+00 - -- --- SM128+00-_ -- _ SM129+00 S 89'31'54" E 593.20' SM130+00 C7 CB HARMONY O CONTROL LINE PT = SM125+95.10 SOUTH MEDIAN FLOWLINE (SM) O L j 04 Q F_ Z PCC = SM125+73.16 ELEV: 4960.22 PCC PCC = SM125+85.75 ELEV: ELEV: 4960.23 ELEV: 4960.24 = SM125+92.90 4960.24 PROPOSED EDGE OF ASPHALT Cl� HARMONY ROAD z e CII�� I T-; r, Im q � 9 y� I POUDRE VALLEY HOSPITAL I I II I a e� f l yg1 A IL 3 (� I I I , e �I Z I II I I I I I I I I I I I A rl, 9 I I II I I 0) 0 N 17 � t0 v v v c v 0 to Co It If LANDSCAPED MEDIAN SECTION SEE SHEET C-603 (TYP) I I - J Z_ I- - 1 EXISTING ROW PT = SM131+88.30 J ELEV: 4956.01 PT = SM132+29.82 ELEV: 4955.50 HARMONY CONTROL LINE ------ ---------------------------------------- I 1 4965 4965 w L = 225.00' J PROPOSED GRADE AT AD = 0.72% LL 'NORTH MEDIAN FLOWLINE K = 311.36 4960 Cr 4960 a 1.12 W OIDO� 0.39% o. 0 /o 4955 F- N W 4955 - Q U >- O EXISTING GROUND'�ZJ I Z w Q lL Z ZWOLJ Q 4950 0' = 'N 4950 w j ; ? i- cc 4945 Z m 4945 I D_ D_ 9�i D n a a 7 °o e0 ° + o + + rn + 4940 i 4940 + + + + 131+00 132+00 132+50 125+50 126+00 127+00 128+00 129+00 130+00 r fh o r o � uo � N N N C InV - In 1n 7 7 4965 4965 w PROPOSED GRADE AT L = 180.00' J SOUTH MEDIAN FLOWLINE AD = -0.60% K = 300.04 LL 0 4960 1 4960 0.10% -0.30% d 0. 0% w Z :EXISTING O O GROUND 1.3 /0 4955 O N ? 4955 -- UJI N 1O L Q LL rZLu2Z ti Ov 4950 Q 0 Y 4950 2 w ;= a i- � � .z �? a om 4945 � a 4945 OU) °0 UU a a as 9 <O 0 Lr. tr. In I` + Lr.+ + N + N + 4940 8 4940 + 125+50 126+00 127+00 128+00 129+00 130+00 131+00 132+00 132+50 >� nar,ue, curry _ suru n O FRONT RANGE w VILLAGE 5j w N t 205 206- 207 208=> -209- 210 211 -212 HARMONY KEY MAP C d Q 01 In V) N 000 a 2 0 UQ L10 o pep sS 0 v U N N E Ux o; o a� 8 3s o L C_ N � Ci �j £O£ t p dO I O^i O^i XI s `n 0 U c Pit? X N L, Co H■ o U c e 2$Q� � &, A!II$oox $N �g�=gam P y q u CO « p V I� I� I� 1:30H0 30' 45' 60' 1:5V 0 5' 7.5' 1 o' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND - - --- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 6°53'06" 50.00' 6.01' 6.00' S 87001'33" W 3.01' C2 147057'40" 1.00, 2.58' 1.92' S 09'36'10" W 3.48' C3 14030'56" 49.67' 12.58' 12.55' S 71035'40" E 6.33' C4 102027'53" 0.50' 0.89, 0.78' N 49054'56" E 0.62' C5 88012'54" 0.50' 0.77' 0.70' N 45025'27" W 0.48' C6 91 "47'O6" 0.50, 0.80, 0.72' S 44°34'33" W 0.52' C7 85047'08" 0.50' 0.75' 0.68' S 44012'35" E 0.46' C8 2'32'05" 49.67' 2.20' 2.20' S 88022'11" E 1.10, C9 5"5448" 100.00' 10.32' 10.32' N 87030'42" E 5.17' C10 5°5448" 402.25' 41.52' 41.50' N 87030'42" E 20.78' LINE TABLE LINE LENGTH BEARING L1 5.57' N89°31'54"W L2 5.14' N01019'01"W L3 5.94' S01019'01"E CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800m922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer t Da e CHECKED BY: N )e stew Water & Wat r Utilit Date CHECKED BY 6 /� 7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date K 8 Y ■ 0 y H Z w Z > d a_j W Z_ J Z 60 of W W g J 0 U - N J 0 WLLI J > Of Q W >O N } U O LL O W O of0 U o UU (D 2LL � ti! U Permit -Seal Project Number. 187010590 File Name: C-207 Felt I ►i JMB JAM TW Dwn. Chkd. Dean. YY.MM.Do Drawing No. C-207 Revision Sheet 0 57 of 11/zf Cft1 z82 FRONT RANGE VILLAGE WM Q PROPOSED EDGE OF ASPHALT PROPOSED STORM SEWER SEE FRONT RANGE VILLAGE SHEET C-234 20' X 10' CONCRETE PAD 6" ABOVE ROAD GRADE COORDINATE W/ TRANSFORT PROPOSED ROW W _ 4 - - - - - - BUS SfiOP - M M M M M SECTION LINE AA M RBETTDRIVE ERSECTION GRADING F E SHEET C-291 PC - NM132+39.18 ELEV: 4954.71 - - PROPOSED STORM SEWER SEE SHEET C-110 - - -- PT = NM132+50.54 HARDSCAPED MEDIAN ELEV: 4954.62 LANDSCAPED MEDIAN SECTION SECTION SEE SHEET EL = N950.13 3.98 SEE SHEET C-603 (TYP) ELEV: 4950.13 1 2 NORTH MEDIAN FLOWLINE (NM) C-603 (TYP) PCC = NM139+20.88 +50 NM133+00 NM134+00 ELEV: 4950.16 CI NM135+00 NM136+00 3 SM137+pp SM138+00 NM139C� SM139+212.80 132+50 1 3+ > SM134+00 SM135+00 O SM136+00 • C6 Z Q M C2 _ t- - - - ' - - - - -I o "I- - -- - - - - �= �,.- -.:.. �. �_ CL139+19.7s O o J _ * S 89'26'31 E 642.96' _-_ OFFSET: 7.39 L L� M132+50 133+00 - �- 134+00 - 135+00 to �- to I36+00 - �- 137+00 - �- 138+00 - I 139+00 ELEV: 4950.16 s Q �j } W L1 > � END CURB TRANSITION � ~ PT = SM132+62.95 SOUTH MEDIAN FLOWLINE (SM) 2 INFALL CURB & GUTTER Z W Z Z ELEV: 4955.07 HARMONY CONTROL LINE PCC = SM139+20.33 = 0 Q TRANSITION FROM 4" HDINV. 944 29 ELEV: 4950.17 Z Lu J 1' OUTFALL CURB 4" HOPE UNDERDRAIN IN PC = SM139+15.01 0 ft a TO 2' INFALL CURB MODIFIED MEDIAN DETAIL ELEV: 4950.20 U Q SEE DETAIL SHEET C-603 PC = SMi32+52.42 HARMONY ROAD HARMONY ROAD ELEV: M132 1 PROPOSED IRRIGATION PROPOSED EDGE OF ASPHALT SEE SHEET C-112 O BEGIN CURB TRANSITION PT = SM132+42.88 - -ELEV: 4955.33 ---- --- ---- --- --- - --- ---77- -- - a - - - - - k Z-EXISTING R.O.W. _, I Oo - - - --- - -- - { ~N --- -i Q c> _ r ----------- uj EXISTING CONCRETE DITCH _-- -� - -- --- _____ ZW - -- - -- - -- HN - _ _--- --- - ----- - --- - _-------------- --,__} I f Z W & GRADI ASEMENT E NG GATION PIPE I -_------____-- _-----_--- - -- - PROPOSED CONSTRUCTION -- ---- _ j NG E XISTI IRRI 1 , U--------- --------- 1' POUDRE VALLEY HOSPITAL 4965 4965 N f0 m 4960 1 4955 4950 N W 2 J U 4945 o z n 4940 1 a. A 4935 132+50 r 99 rnrn I 1 4960 4955 .3D° k 4950 Lu z I 1 V J = U q 4945 N 0 o o Z m a cal4940 o� � a a a N Lo rn Oi O o 8 4935 to W N 132+50 >� naiNuu CHWT - ARCH n PROPOSED GRADE AT NORTH MEDIAN FLOWLINE EXISTING GROUND 133+00 134+00 135+00 136+00 to -0.83% 70% a Oi W CD 133+00 134+00 135+00 136+00 00 LO � to to It Jni � l� LP STA F 35+51.06 LP ELEV 4950.04 L = 210.00' AD X 1.24% K 1.69.35_ 1 0.00% U _ a 00�aa a a a 00 N ch an ao m o 0 Qp N N N N. N Pj V 0O - + + + + + + + + 137+00 138+00 139+00 fV � L LO a. vLO 137+00 PROPOSED GRADE AT SOUTH MEDIAN FLOWLINE - EXISTING GROUND 138+00 9 aaa li 0 Cl)q ao ui N N 1 11 . • • 1 J L_L 0 4955 W p W Z_ OoOJ N y 4950 Q >0 Lu z 2 Z W Z J _ N O LL 0NOf 4945 Of p = W 2 4940 Z 4935 139+50 • • • 1 W J_ LL 4955 0 a- pW 9 Z Q Z 4950 000 J H N W F Lu ZWZO NO LL Q 0 Ix 4945 U Q 0 2 F- 4940 O 4935 139+50 M eeeo�y�yYY1i-7�i1 O FRONT RANGE VILLAGE di 14 ,t 205 206- 207 208 209 210=211 212 HARMONY11 KEY MAP j C'j Co L C'4 10 E -`o N ) toopepsq� v 0 o6v$c N N 0O �'t E U N o o u y p c q U C N [j�coo 1N x 6 BoNp in l00Hlam3 o§0�� sB.2' 99 a�. Ou e N ii�82 u L u, P� q y C. tpp1 CNC � \\ Uq 2 •q U O r7 .. ,..5 qq ct q E'E �'v o�ino I� I$ I� 1:30H0 M. 45' 60'�1t ■■■ ■ ■M7 ■ � 1:5V1 0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND - -- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 6"30'27" 100.00' 11.36' 11.35' S 87"48'31" W 5.68' C2 6000'11" 100.50' 10.53' 10.53' S 87°33'23" W 5.27' C3 88'11'44" 1.00, 1.54' 1.39' N 44"50'24" W 0.97' C4 91018,01" 1.00, 1.59' 1.43' N 44"54'28" E 1.02' C5 106"59'34" 1.00, 1.87' 1.61' S 52045'15" W 1.35' C6 7"53'50" 50.00' 6.89' 6.89' N 69048'04" W 3.45' C7 150-11'24" 1.00' 2.62' 1.93' N 09014'33" E 3.76' C8 6013'14" 49.00' 5.32' 5.32' N 87026'52" E 2.66' C9 88041'59" 1.00' 1.55' 1.40' S 45005'32" E 0.98' LINE TABLE LINE LENGTH BEARING L1 22.60' N84033'17"E L2 4.33' N00044'32"W L3 2.55' N00°44'32"W CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ' City Engineer (i at CHECKED BY: IJA Water & Wast w ter U 'lity Date CHECKED BY Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Z W >0- Z ao W ZUr Z Ci Ix WQ 0 W -� ON U �n J 0- W_ N J > W 0 u W > 0 °a Z U Z 0 Uvi Ow W 0� �0 Z U o U� m =LLLL ti U Permit -Seal 1133774 t Project Number: 187010590 File Name: C-208 Fst F" Z >J 0J U) W L J LL_ Q O Z Z 0¢ 4Z Q J = d. H JMB JAM TW Dwn, Chkd. Dsan. YY.MM.DD Drawing No. C-208 Revision Sheet 0 58 of 1 p C� 1 282 2 I I ; I i o4)k I 1 -- -- -- I ------ -- N I SI CORBETT DRIVE INTERSECTION GRADING SEE SHEET C-291 FRONT RANGE VILLAGE t _ Z_ - W W ro U 00 U V -- - -- - - -- - -- - - - - - - - -- PROPOSED R.O.W. - - - - M � M M W W W W W W PROPOSED EDGE OF ASPHALT lI� � HARDSCAPED MEDIAN PCC = NM140+28.45 SECTION LINE SECTION SEE SHEET ELEV: 4949.78 HARDSCAPED MEDIAN C-603 (TYP) SECTION SEE SHEET jl HARMONY ROAD PT = NM140+32.80 C-603 (TYP) p ELEV: 4949.75 NORTH MEDIAN LANDSCAPED MEDIAN SECTION HARMONY PC = NM145+81.92 PT = NM145+86.92 PC NM140+41.21 FLOWLINE (NM) I) SEE SHEET C-603 (TYP) CONTROL LINED ELEV: 4943.85 ELEV: 4943.78 Z O i ELEV: 4949.70 3 II NM146+00 N W L J PT = NM140+48.04 o NM145+00 C6 ELEV: 4949.66 NM142+00 NM143+00 d NM144+00 BULLNOSE C2 3 7 NM141+00 NM140+27.27 _ _ - - -}- - -v1 - - SM140+27.27 , + 14_00-145100_ CL140+27.27 - OFFSET: 4.78 R CS _ - ELEV: 4949.79 4 - SM 141 +00 SM 142+00 SM 143+00 SM 144+00 SM 145+00 PCC SM140+26.19 PT = SM140+58.60 I ELEV: 4949.79 ELEV: 4949.80 SOUTH MEDIAN \\\�� PC SM140+42.15 4" HDPE UNDERDRAIN IN FLOWLINE (NM) PT = SM140+33.09 ELEV: 4949.83 MODIFIED MEDIAN DETAIL EXISTING IRRIGATION I ELEV: 4949.81 SEE DETAIL SHEET C-603 EXISTING EDGE OF ASPHALT O I, N ��---- z a O00 0 N Z Q U a zw m � � ZW On I I4955 it 4950 fl O1 ' 4945 y- I w z J N 4940 m 4935 ' I 4930 1 139+50 i� 4955 4950 • 4945 w I J = U u>� 4940 N N W £ C p O W 0 Z v %m o 4935 o� �a � N j M .g Sn 8 4930 139+50 >� curry - earu EXISTING R.O.W. 'I EXISTING IRRIGATION I I II , , I� I cal 0D cD PROPOSED GRADE AT NORTH MEDIAN FLOWLINE 1. % • Tom- . EXISTING GROUND Q U , C11 Z zw Z Q zW a - C10 SM146+00 C) PT = SM146+07.69 = ELEV: 4944.02 PC - SM145+09.64 LANDSCAPED MEDIAN SECTION ELEV: 4945.15 SEE SHEET C-603 (TYP) .L = 210.00' AD = -0.66% ' K =' 319.91 co Ca Cl) qq q 4955 W I ' • • ' LL . 4950 O W 4 pW N w z Oo Q O Z Z U 4945 Q O Z J Z w O LL HV Z Q 4940 = w :1-4935 Z N � (c (po CO 4930 NCO . N e + 145+00 146+00 146+50 144+00 140+00 141+00 142+00 143+00 o an L6 co N a v a . v . . . . . . . . . . . . . . . . . . . . . . . . 4955 L = 180.00' W AD = -1.19% J K�151.38 LL PROPOSED GRADE AT 4950 O SOUTH MEDIAN FLOWLINE Of 29% -1.0 ° CL 1.18% . 0 O O J _ 4945 � `i Of 37 N O LL EXISTING GROUND . . . . . . . . zW 2 Z r7 0NCE< . . < 4940 U Q p . 2 W w . 2 . F_ . . . . . . . 4935 O U U L). a 3 CP ro OD ° 0 rn . a;N. + ' 4930 N . +. 145+00 146+00 146+50 142+00 143+00 144+00 140+00 141+00 FRONT RANGE VILLAGE 207« '208 HARMONY KEY MAP 1:30H 0 W. 45' 60' 1:5V 0 5' 7.5' 10' NOTFS sI DIN ? N to - o$ 7 2 0 � E Cn U 0 10 8 v N N $ o 0 x v O �o � 0.Y c 0 � t o m a) O O 1 ! r n g C E U N [= x P c rn DN l� co 3 vN p iXga� e=�Y B«3 p N 3o��Y v Ty oE'Eoo �a o�ino �3- Ig I� 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND - -- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 119053'56" 1.00, 2.09' 1.73' S 07°1T47" W 1.73' C2 4°59'13" 50.00' 4.35' 4.35 S 69°40'22" W 2.18' C3 108°23'31" 1.00' 1.89' 1.62' N 53°38'16" W 1.39' C4 120052'39" 1.00, 2.11' 1.74' N 60°59'48" E 1.76' C5 5°50'41" 48.01' 4.90' 1 4.90' S 55-38-31" E 2.45' C6 .00' 1.42' 1.30' 4819°°1506'4'464" SN WE .00' 6.83' 6.83' 85°4253" WC7 3.42' C8 .00, 1.22' 1.15' S 34024'40" E 0.70' C9 W51"140 .01' 16.45' 16.37' S 79011'36" E 8.30' C1000.00' 98.05' 98.05' 409.8.063' ' C110 5.00' 5.00' N 88°11'51" E I 2.50' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 m800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: se G City Engineer q VDate CHECKED BY: MAr Water & Wastewaty. Utility Date CHECKED BY: !I� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U) H z 00 CLw - W ULU z J U Z �U W g J ON U Fn- J U- W_ NW J Of O W O U LL OW V 1­_z OH W O 0 _ UU) d =LLL V Li U Permit -Seal Project Number: 187010590 File Name: C-209 Fst P Y 0 y W J OU) J W LL J CE QO � d Z Z 0a Z Q m = IIZ JMB JAM TW Dwn Chkd, an. YY.MM.DD Drawing No. C-209 Revision Sheet 0 59 of 1 C-1 284 N CIA YLI N I a0 O J 'r i� oCL n � N � N U h 8 m N N 1 b ORMInL 94ET - ARCM 0 A �✓W r-PROPOSED ROW f`;--N 107780.2038 E 210523.7557 SE COR. SEC. 32 T7N, R68W PC — 158+37.20 N 107798.45 E 210570.31 FRONT RANGE VILLAGE 1\ ZIEGLER ROADW r411- \ 4# 0° `SECTION LINE O AND CONTROL LINE O Q AVAGO/HP NEW ROW (FRV) PROPOSED ROW 0 I I I I I EXISTING ROW SE Z t -PROPOSED ROW I I ( 0 \ d CONTROL LINE �w.wlia�Rnaewuwle�Iui-ie�w�ee�iG��..}"1 :7 w+a eowo � � n wT+a M.°o w r+oo u+ao r+ao s.00 s+ao a+oo +ao u+oo .°.ao a+ao 33+00 34+00 ] 00 m-_- ..,�.x§.a'.,r ro T ,,.,--�"11 �� ..___-i ,�^'y__-- -�. _'-`. _......_. •"Floc ".. i�_ y ...._,.. .. _!"��" M w I �L) HI N 1' 10429.80 E 210532,33 E 1/4 COR. a' — 0 w SEC. 32, T7N. R68W I O �/ FND. 2 1 /2" ALUMINUM CAP IN RANGE H / Q 2 EXISTING ROW U BOX LS17497, Z W I I I I i i I N 113080.94 E 210540.02 NE CORNER ^u CTION/COtJTOL' SEC. 25 w LI J O W I� L I 0 W O 2 I 0 200 400 600 SCALE IN FEET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: O City Engineer to CHECKED BY: N�k- Water & Utility Date CHECKED �W"astewater BY: A& A Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date d in V1 `o w N uJ n � Q _ os ' �€ v 0U pe N O N N m °e 0-t� E u �Hv" �£ O U �NCio h I" �' & I c 0) 'o 0 1 O) 0) Cc� c cc N N U) x ; Joao $vti fn Li 000 W 3 or? ea. 8 zp .moo Cp O C uu CiHp �v SFen o i I �� IIIIII� v! Z W Z W >> fr a- O aW W Z J Q Z Ci �g J 0 U O U IV C� W _ N J — LLI W OO> W U' Z O O o W Of 0 I� c O v _ U ? U) 2 r lei U Permit -Seal 33774 1€s LI o7.:` Jt'11uA1 Fl Q J d J O Z Q Q H � Z OW R (D W � �2 fV Project Number: 187010590 File Name: C-011 Fsp JMB JAM JRG Dwn Chkd. Dsan. YY.MM.DD Drawing No. C-011 Revision Sheet 0 1 6 of 114 282 N CID r � I U a L2 0 N maauy'. FRONT RANGE VILLAGE00000 PARAGON PARAGONINTEACCE O SEE RSHEET OC-211DING ••_- m, i q W '�-„% - - - - - - - --- - ---- ------_----- - - - ----- -- 0 I O PROPOSED R.O.W. - - --------------- PROPOSED EDGE OF ASPHALT PROPOSED R.O.W. p / a' ----- -- a /;;/------------------------------Vfz - - - - _ _ ... _. - Uf. <F/-lf4rwc%44(44L44lrk! :/ ' _ - _ ,•U� --- -- --- M M - M M �Gi--- --M M W W Q W-- - -W W 070 <_ SECTION LINE N LL PC = 152+06.26 ELEV: 4933.50 Z w LANDSCAPED MEDIAN SECTION - - i Z 2 PT = N940.13 7.19 SEE SHEET C-603 TYP C5 ~ � O G PC NM148+02.19 SIM148+00 ELEV: 4940.13 ( ) d N n ELEV: 4940.22 NM149+00 NM150+00 � NM151+00 NM152+00 NM15 i C7 0 w NM147+00 ==1 NM146+00 U M 147+00 _1d8sa0. '- 149+00 , , _ .- 150+00� _ - + - SM1 - 151+00 t 152+00 I - --�- - C6 53 I - BM151+OB- - -F - SM152+0B- t ,. - SM150+00• -� 1/ SM149+00 C1 SM146+00 ---- SM147+00 - --- ic 3 M148+00 PC - SM150+10.18 1 HARMONY CONTROL LINE 2' INFALL CURB & GUTTER ELEV: 4936.79 HARDSCAPED MEDIAN HARMONY ROAD BEGIN CURB TRANSITION END CURB TRANSITION PROPOSED 4' MH SECTION SEE SHEET PC = SM147+67.15 147+92.31 PT = SM150+15.17 ON EXISTING 18" RCP STORM C-603 (TYP) ELEV: 4941.57 ELEV: 4941.03 4" HDPE UNDERDRAIN IN ELEV: 4936.71 RIM = 4935.49TORM MODIFIED MEDIAN DETAIL INV 493RIM -)STORM EXISTING IRRIGATION PT - SM147+72.07 TRANSITION FROM SEE DETAIL SHEET C-603 PC SM150+29.76 INV - 4930.27(W&E) UNDERDRAIN PROPOSED EDGE OF ASPHALT ELEV: 4941.47 1' OUTFALL CURB ELEV: 4936.49 TO 2' INFALL CURB O O I - - ---- Z - - - -- --- --- --- EXISTING R.O.W. / r 00 0 7 Ld x O zw ILO O� v U r 1:30H 'MI45 60 I I 1:5V1 <T�7 t 1 0 5' 7.5' 10' Cl)IF .2 . 9 . Cl) . co M .� V .V t 4950 . . 4950 L 300.00' AD - 1.68% K = 178.76 4945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4945 PROPOSED GRADE AT $ NORTH MEDIAN FLOWLINE F = z 4940 4940 U J 1.7 71 4935 EXISTING GROUND 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4930 . . . 5 . . . . . . . . . . . . . . . 4930 a a .� .a iL co rn m 4925 o co °' 4925 146+50 147+00 148+00 149+00 150+00 151+00 152+00 153+00 153+50 1 IF IF �. 8 M� � 0 M to n ;9 N O1 . V � � � CA Of 01 01 4945 4945 L = 180.00' AD 0.787. L 1.05 ' AD 1.OSf: K 230.13 K 170.65 2.34% 4940 4940 PROPOSED GRADE AT S SOUTH MEDIAN FLOWLINE 4935 . 4935 J . 4930 EXISTING GROUND 4930 . . I . . 4925 . . . . . . . . . . . . . . . . . . 4925 a a 5 .. .. a CL a .. a a LO u7 LO rn rn au ro 00 apo� n of r + 1 W 1 ui N rr- co CA 4920 + + + + + + + + 4920 146+50 147+00 148+00 149+00 150+00 151+00 152+00 153+00 153+50 ORIGINAL SHELT - ARCH D U rn v N as C = E aa) M 20 In10 N v U N N E OW Fn 00 00 U y N o o y dop 0 Q c ca <n -t u') k fn oN I°aaoo r� FRONT RANGE VILLAGE HARMONY KEY MAP TOTES ) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED THERWISE ) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS TANDARD DETAIL 701 UNLESS NOTED OTHERWISE ) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL .EGEND mm W J_ LL O W LL pW Z W Z O LL Qa _ W H Z W J_ u- pW O;:OJ >O � O LL Ot�Q U 2 W O U) SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 1001'17" 5500.00' 98.05' 98.05, N 89°5644" E 49.03' C2 2"51'45" 100.00, 5.00' 5.00' N 88011'51" E 2.50' C3 204947" 99.50' 4.91' 4.91' N 88001'11" E 2.46' C4 2051'45" 100.00, 5.00' 5.00' S 8801 V51" W C5 204947" 101.00, 4.99' 4.99' S 88001111" W 2.49' C6 2054'01" 5724.00' 289.75' 289.72' N 87059'05" E 144.90' C7 2-47-18" 1 7000.00' 1 340.67' 1 340.64' 1 N 88-14-04" E 170.37' CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer CHECKED BY: NA Water & Wast2tUtilit CHECKED BY',,A A 264 Stormwater Utility CHECKED BY: CHECKED BY: CHECKED BY: Parks & Recreation Traffic Engineer WIN Date Date Date Date Date U) zQ J J Z O N U � LL O0 - O W .O r- W cL.0 U) AD Permit -Seal F_ H flr Z >a ofO a> �W W' 0 Lu W J W > N W o� C7 z }q� Z Q W = LL_ W z >J OU) J W LL J Q M zZ 0Q Z Q =a m F_ Aa a Project Number: 187010590 File Name: C-210 Fst JMB JAM TW DMn. Chkd. on, YY.MM.DD Drawing No. C-210 Revision Sheet 0 60 of 11KA� cV 00 04 r'- I ARE .. •. •I < d /O ,. O PARAGON \ \ o o — — o <_- -- \ \ qcP -______.--------------______- __ _------ ---- -------------\----------- PROPOSED R.O R.O.W. \ - PROPOSED EDGE -- _- -- e woo. PH C 7 NM157+23.64 M LEVi 4931.60 4 -- W --"-- • PC = •NM157+31 39 ,. ° ZIEGLER ROAD PROPOSED ° q EV: 4931.55 INTERSECTION GRADING STORM LINE HARDSCAPED SECTION MEDIAN , - = SEE SHEET C-292 LANDSCAPED MEDIAN SECTION SEE SHEET C-110 SEE SHEET P.NM157+40.02`' CONCRETE JOINTING SEE SHEET C-603 (TYP) C-603 (TYR) ELEV: 4931.50 ° 'j .:p SEE SHEET C-161 SECTION LINE 4" HOPE UNDERDRAIN IN MODIFIED MEDIAN DETAIL NORTH MEDIAN PT = NM155+46.93 d •• C b SEE DETAIL SHEET C-603 FLOWLINE (NM) ELEV: 4931.96 - NM157 +00 - 3, �' BULLNOSE '• NM156+00 157+00 NM157+41.9 ° - NM154+00 — NMI 55+00 156+00 - 4° _ `' _ --157+39.72 `OFFSET: 2.54 R NM153+00 C2 4 + SM15700 6 . 1.49 ELEV, 493. ° ° • • a • _-- _ SM155+00 SM156+00 ! ° 4 .. < a PCC = SM157+41.56 - — ♦ .- d_ BEGIN CURB TRANSITION < °'• -'ELEV: 4931.43 ° -_ —SM154+00— 155+00 •Q ., STA SM156+32 76 e „ �• �d Q C1 gM153 00— 154+00 '. 'ELFV:- 41J3L75 a ° C SM157+33.65 LEV: 4931.46 '. ` . • O 153+00 SOUTH MEDIAN ; END CURB TRANSpr10N < ° ° !. 4 • •, a 5.62:' N Q W PT = SM153+19.51 2' INFALL CURB & GUTTER FLOWLINE (SM) O oe 'a °• ,'� BTA SM156 52.71 ELEV: 4931 EW : • a ELEV 4931.50 ° , • ♦"• } ELEV: 4932.56 * ` • y , . d d , , ' I ZWI WZQ • ~ HARMONY ROAD ° • , ,2' OUTFALL CURB & GUTTER°' •a •< . ° • ' Z w 0 ,. • ° SEE DETAIL SHEET C r600 d ° J A. PROPOSED EDGE OF ASPHALT Z �----'` " a o -_ _�-_ ...' .e UQ zW _— _ - --- _ -- - - __ EXISTING ROW W pa w --------- - IoI —r - ------�Z PROPOSED IRRIGATION C U PIPE & DITCH W SEE SHEET C-113 I I N I IF N m 1 • I. fn 4945 . . . . . . . . . . 4945 4940 . . . . . . . . 4940 . . 4935 Z 4935 J J . F . �. -0.02 0 -0.420/y 460% 4930 . . . . . . . . . . . 4930 4925 . . . . 4925 > .5 . .� . > U v - . a a s o_ a a a. OR ORrn rn W) o r 4920 00 . (M a & + 1* a. 4920 153+50 154+00 155+00 156+00 157+00 158+00 (O r IF M CO 't.� co On CO N CO r M. M M 0) . v. v 4940 4940 4935 . . . . . . . . . . . . . 4935 g 50"�0 .0.50% 0.50% -0.4 o r — W 4930 4930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . N 4925 F . . . . . . 4925 J ZCn 9 w ,V . o . . . . . . . . . 4920 J 4920 5 (L.a a 0000. (O 4915 + +. + 4915 153+50 154+00 155+00 156+00 157+00 158+00 ORIGINAL SHEET - ARCH D W J_ I.L O IY CL in Z �N0�_ N D�I O Z Z w O LL- Z L, Q = W z W J_ ILL O a W Z NQ Z_ OOJ aU�O ~SOW zwZ O C8 U 2 W H O IF FRONT RANGE VILLAGE HARMONY KEY MAP 1:30H0 M. 45' 60' 1:5V1 ■ TT77 7 0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND -- SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 2054'01" 5724.00' 289.75' 289.72' N 87059'05" E 144.90' C2 2047'18" 7000.00' 340.67' 340.64' N 88014'04" E 170.37' C3 89041'39" 1.00, 1.57' 1.41' N 48018'46" W 0.99, C4 101 1.00, 1.83' 1.58' S 48'50'17" W 1.29' C5 13"11'07" 37.50' 8.63' 8.61' N 72015'57" W 4.33' C6 145059'29" 1.00, 2.55' 1.91, N 07019'21" E 3.27' C7 4-34-50" 99.00, 7.91' 7.91' N 82036'31" E 3.96' C8 91038'08" 1.00, 1.60' 1.43' S 49"17'00" E 1.03' C9 90000,00" 1.00, 1.57' 1.41' N 41032'04" E 1.00, CALL UTILITY NOTIFICATION CENTER OFCOLORADO I w800m922ml987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer v Date CHECKED BY: &I Ar Water & Wastewgter Utility Date CHECKED BY: a`-7r O2 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U C N N N 00 - E rn M u0 to y M C00 N N E O 00 x Q 0 -* 't U t N o o y 'o0 I rnrn a (N N o, -Vto x N U00 H lei Cn r I— Z >a- W O a> W ❑ ❑ W W IY 0 Wg J J wLLI 5 N 0 06O Z z� z M z 2 LPL Permit -Seal Project Number: 187010590 File Name: C-211 Fst Is1 %a 2 g & gos 0 Fy �yy�F; Fv SFin o TF ii t O W LL J_ Q LL O OQ 2Z =g a� JMB JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-211 Revision Sheet 0 61 of 114 282 PROPOSED IRRIGATION PIPE SEE DETAIL SHEET C-113 . - - - 9 --- --- - --- - -- - --- - - - --IU -- --- - -- ------ ----�- _� -- - - - --- - ----- - ------ --- -z - - - -- - - - - - - - _7771 ----------------- n - - _ -- _ d EXISTING R.O.W. - i PROPOSED CONCRETE DITCH SEE DETAIL SHEET C-604 ♦ .TA . PROPOSED EDGE OF ASPHALT d • . , . ": Q , e °" 3 * ° , d PCC = NM164+64.37 d , • , ' r d ELEV: 4927.14 -- v d; I_ 'd HARMONY ROAD d : d d • • a . • .; d , d , d 'd d NORTH MEDIAN FLOWLINE NM ELEV: 4927.82 CONTROL LINE ( ) PT NM164+67.32 + 2' INFALL CURB AND GUTTER PC M158+53.95 d d •' PROPOSED STORM LINE p = N e' a 161+09.76 PC NM162+65.29 d e ELEV: 49 0.63 d - ' - , d ; SEE SHEET C-111 163+00 164+00 C12 165+00 Q . . 777777 62+00 ELEV: 4928.92 ° 'PC='NM156+61.99 d d ' ' 161+00 _ _ 1 - _� - - - I- W_ ° ELEV: g930.55 , °. ...d 160+00 _ "- I * �� .. PC "= NM158+46.30' ' d " " • . " . ° ELEV: 4930.70 f 159+00 - �-"-'��.^-* 2' INFALL CURB &GUTTER _ 1 INFALL CURB AND GUTTER Z Q BUITNOSE, C2 d • 40 56'. C11 J _ _ _. N Ti9071 END CURB TRANSITION PC = SM162+65.71 ,_�2, -,r- -,4' CONCRETE PAN 15t+OONM158+44.97+ ..ELEV: 4928.82 y - PCC - M1 4+64 L SEE SHEET C-294 ll SM158+44.97 g •. STA SM161t99.88__ r' _ CL158+44.97' C1 ELEV: 4929.15 _ 1' OUTFALL S 6 56 OFFSET: 13.93 R', CURB & GUTTER + } ELEV: 4927.83 4 - - - - - - - _ PT = S`MM164+65.19 a C5 ELEV: 4927.83 •e d ELEV: 4930.71 TRANSITION FROM i I• • c, C4 PT = SM158+64.15 HARDSCAPED MEDIAN PROPOSED STORM INLET ° ELEV: 4930.65 VSECTION SEE SHEET 1' OUTFALL TO 1' INFALL PCC r SM158+46.23 ° C-603 (TYP) UE�C-111 BEGIN CURB TRANSITION _ r 1 ` EL£V: 499'0.70 PC = SM158+62.37 SEES 'd - d ELEV: 4930.66 � STA SM161+79.91 ti F' PCB- S0158+54.14 PROPOSED EDGE OF ASPHALT (D O ELEV: 4929.25 7 ELEV: 4930.72 •d • �� _ �� I �F -'_ _� 'U i i y3� d , _ EXISTING R.O.W. �� + - •� U._ - rlr YI A � r- _____-- _ _-___ ___________________ �� /� ----- _ ______________________________ W' P ___ -__________________________ z _ _ �.-Z - - PROPOSED IRRIGATION -�- ----- -r � f[HARMONY HOU�r�W d WALL EXTENSION -- - ---- - - � _SE Z W �, T IVEWAY GRADING SEE SHEET C-603 PROPOSED R.O.W. L , _ r E SHEET C-294 a EXISTING IRRIGATION PROPOSED GUARDRAIL TYPE 3W-BEAM WITH END ANCHORAGE PROP SED GRADING & LL` J REFER TO CDOT M&S STANDARD PLAN M606 CONSTRUCTION EASEMENT W J 00 W Q a C I C O MAINTAIN 3' MIN. CLEARANCE FROM TREE OBSTRUCTION. SEE SHEET C-137 FOR PLACEMENT. N I M. M a. M N ca0v v N 0) .N 04 v N vv v .'t 4940 . . . . . 4940 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 0 4930 . W -0 MO/I° . . . . . . . . . . . . . . . . . . . . . U 4930 _ -0.63% Z 4925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 4925 F Z co Lu 4920 a 4920 a.a a a. �. a D- a a0 O . M n � . N °tea Ci 4915 . a LO r- . +. . 9 4915 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 CO � .� . . 00 � :� � Cq .� 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . 0 4930 W W _0.74% o F- 4930 -0.50°h p �. U Z 4925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 4925 . . . . . . . p . Z . LLI 4920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4920 a.a a a a a 0) 04 .p . N Off to.a 4915 + + + + + 4915 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 J_ LL a pW OJ OO Z Q p 2 W I- 0 0) 0 L4FNI FRONT RANGE VILLAGE � •t 'a20 205 206207208= •209 210- 21 HARMONY KEY MAP 1:30H0 30' 45, 60' ■ ■ ■ ■ ■ 1:5V 1 ■ It i i ■ )< 1 o s' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING TAN C1 148026'06" 1.00, 2.59' 1.92' S 01052'22" W 3.54' C2 8056'44" 49.00' 7.65' 7.64' S 80033'47" W 3.83' C3 92005'09" 1.00, 1.61' 1.44' N 48055'16" W 1.04' C4 101°28'35" 1.00, 1.77' 1.55, N 47051'36" E 1.22' C5 9003'25" 50.00' 7.90' 7.90' S 76°52'24" E 3.96' C6 90000,00" 1.00, 1.57' 1.41' S 42°07'18" W 1.00' C7 87057'15" 1.00, 1.54' 1.39' S 46051'19" E 0.96' C8 2002'45" 50.00' 1.79' 1.79' N 8800841" E 0.89' C9 2004'00" 5519.00' 199.07' 199.06' S 88009'18" W 99.54' C10 2004'04" 5509.75' 198.85' 198.84' S 88'09'19" W 99A4' 12-06-24" 3.00' 0.63' 0.63' N 83-09-11" E 0.32' kC11 C12 56-32-01" 1 3.00' 1 2.96' 1 2.84' N 62034'34" W 1.61' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLANAPPROVAL APPROVED: W��edhl4z - City Engineer I' I Date CHECKED BY: II Water & Wastewo er Utility Date CHECKED BY. Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date a C N N N'0 Y g E rn M = 0) �O NNE �O it V M °i O' U £ o. U y c 04 N 'o rn rn a o � C N U I N pp X O U) N u00 H W31 O $ � J r J., 0 a UZZ SIB I! fQQ CvISF iono rA Z 2 ILL! > IZ O aULI W z O 0 L w OQ J O!V U Z to J 0- W J > 0 LL W O 0z5 w Z O ILL - OW o rx Z 0 2Z of c F- U U� a� 2LLLL li U Permit -Seal �rCyuAl Project Number. 187010590 File Name: C-212 Fst ,_ 3 fo 0U) LJJ W J_ Q � 0 OQ ag r d JMB JAM TW own. Chkd. Dean. YY.MM.DD Drawing No. C-212 Revision Sheet 0 62 of 114 C.1 2 82 ORIGINAL SHEET - ARCH D CV CCP CV a k f n N > v ' 'ca 0 0 0 oa- i62 is .o mg i� HARMONY ROAD 111+00 112+00 EXISTING CURB & GUTTER WITH MEDIAN 9©EOFaFaF_ ..^+r�..ea p ®�R �ii'iiisE 4 4 44 44 _eee0en0nn0000eeea00e00 o _ 113+0 i� � �— _• 114+00 :_ - } R�'.. ,'. �'• 115+00 � � �.. 00 O 116�+00 _ r Z Q — HARMONY CONTROL LINE _ ._ O O _ N W +1 _ Q U _ 116+00 117+00 118 ~ Z z 113+0 115+00 114+00 I Z_ = O Q ~x J — — — — — — oW Qa — — — — EXISTING EDGE OF ASPHALT _ -------------------------------------------, - --- �_ --- a - - , i ------------------- 0CP I I I I � I I I I I I / 8 ITO �j N ^ N M M N fV 4975 . . . . . . 4975 4970 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4970 4965 . . . . 4965 . 1.10% -0.96%° . . . 0.90% -0.73% 0.54% -9.37% -0.45% . -0.45% 4960 4960 4955 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4955 o. a V o F 0 o .. D- . D_ o . a o o D- . o m o i$ o o 0 , C) �$ 4950 CD 11 . . . . N S S 8 9 0 . . . . 4950 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 M � .( r M q � . 11 . 't � qT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4975 4975 4970 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4970 4965 . . —f -0.40%. -b.400% -0. 6% . . . . o . . . 4965 4960 .... . . . . .. . . . . . . . . ... . . . . .... I .... I . . . . .... . . . . .... . . . . ... . . . . . . . . .... . . . . ... . . . . 4960 4955 . . . . . . . . 4955 o u� n m C4 M V u� co 4950 . . . . . . 8 . . . . . . . . to . . . 0 , 8 0 9 . . . . 8 9 4950 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 ORIGINAL SHEET - ARCH W J W QO OIr Z W OZ g Q H O Z W .J �1 vx•eim�■ � 1 Q O � r 214- '215q216= •217= -1218- -219- 220= ` KEY MAP 1:30H0 30, 45' 60, 1:5V 17TTT 1• 0 5' 7.5' 10' 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE 3) GRADE UNDERDRAIN 3.5' BELOW LOWEST MEDIAN FL LEGEND 0 SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P APPROVAL APPROVED: City Engineer k D6t CHECKED BY: uA Water & Wat r Uti ity Date CHECKED BY: Waste 61P',e7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: CHECKED BY: Traffic Engineer Date U C y ` Q Of rn V? N 00 c = E rn M 2 0 u7 to U) v 0 N N ry O C5 d0 �j rn rn C N N w M -t V7 X v7 � 1, 00 _z J 0 _I Z O N U � Ix W O0 Ow O F_ �UU) ? U Permit -Seal H W Z LLI > d IrO a� �W 0 � W wg J J w> IV W 0 }� C O Of 0 U aof 2 LL ti 33774 6l2 /o �i y3 N P It _z J W Z U) J W J_ Q 0 O � d Z Z OQ Z is d 1= Project Number: 187010590 File Name: C-213 Fst JMB JAM TW own, Chkd. Dmn. YY.MM.DD Drawing No. C-213 Revision Sheet 0 63 of 1 11'f ��� 28z �_______________ _J L -- llI - II I II I I I I I rrpr/\rr\r�� I _— -got ■//04Ill /q■ 11 11111111/■11 �� ♦ r II PROPOSED EDGE EXISTING R.O.W. OF ASPHALT W W W W W r HARMONY ROAD SECTION LINE -- 00 119+00 120+00 - 122+00 - - - 123+00 PROPOSEDSEE SSTOE M SEWER ET O - 124+00 - a �� ter, y ,,,.� r� �� .r r4 '`� x� •Wm. � .1� �� T�-�r...... ,-• L •�� .... 4�r ..... .. ..-..... , �`.._�.� r� i�. ���...-....... _ • „-„ �_ _ _ _ _ _ _ _ _ Z - �- 120+00 - �- 121+00 122+0 �— 123+00 - —+- 124+00- 00) 3 121+00 122+00 123+00 124+00 Q ti 119+00 120+00 O I I I —+ I Z 00 I I �- HARMONY ROAD CONTROL LINE Z w ' I +{ Zw EXISTING EDGE OF ASPHALT ----------------------- - - - ---- -- - - ------ --- --- - ----- - ------------------------------ ------------------------------------ --------------------------------------------------------------------------------------------------------------- - ------ ----- - _ -------------------------------- ------------------ _---------- 4975 4965 • • 1 4955 495�_— 118+00 4975 4970 4965 o. 4960 C a q i > o im 0 g 4955 oa u iti �8 4950 N 118+00 nolnuu CurrT _ �RfH =0.450% -D.36% EXISTING R.O.W. u El O p aJ 0 0 0 0 ,°' �v v . v v a a a) 0) -0.45% -0.45% -0.04% a a a a a a�a a 0 0 0 0 0 g 0 o o 0 o $' 0 �i 0 o o g 0 LO 0 $ $ 119+00 120+00 121+00 122+00 123+00 124+00 .p p � � � qT � a . It 1% -0.35% -0.50% -0.50% 0.50% N W.p .� N pp 7 N 7 V i ij f CN p O N+ 1 $ OI O LO N o + CS! O ? + S A + + + N + + + + + . I to + + + 119+00 120+00 121+00 122+00 123+00 124+00 A.86% Q Z 12 ON W 125 0 F Z Z_w Q F_ QZ J OL Q a U = M1 4975 KEY MAP 1:30HL ' 1:5V'�-�-- 0 5' 7.5' 10' LEGEND — SECTION LINE EDGE OF PAVEMENT i• W 4970 PROPOSED 1' OUTFALL GUTTER EXCEPT O AS LABELED D_ PROPOSED 2' INFALL GUTTER O In O 4965 = & W W Z PROPOSED HANDICAP RAMP W/ Q 01 DETECTABLE WARNING _j`-} Lu J ~N O W Z ow� g 4960 F- W O Z 4955 1 4950 125+00 4975 4970 FL DO LL 4965 Q W Z ~Z zW0 V) J W 2 Z g 4960 Q 2 H Z) O U) ER1619M - 4950 125+00 CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PL N APPROVAL APPROVED: • City Engineer 111 0 Date' CHECKED BY: QA Water & Wastewater I ity Date CHECKED BY7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date N H �l z WZ �W 'OWo d W w W U Z c� J Z J g J ON w > N N � O>O W }Z U O 0 OW H- ZO F- V 2z U UU) 2LL r uo d U Permit -Seal K W Z J W J W QO Z Z 0a Z CK ICL Project Number: 187010590 File Name: C-214 Fst JMB JAM Tw D\n. Chkd. Dean. YY.MM.DD Drawing No. C-214 Revision Sheet 0 64 of 1 V of C-1 282 11-�llrir- I L_ N m `___-_ IL II ---------_ -- _____________J ------- ,�.4��t�n�nnnwntwnnnunnn��nr'0 Sir I •� - PADS AT HARMONY ■■■■■■w■■■. FRONT RANGE V 111 _ I ROPO D EDGE OF ASPHALT - - - - - - - - - - - - - - - - - - - - - - - - - Ip 11�; == PROPOSED ROW % -- SECTION LINE— -- _ — MSU BLOCK WALL TO MATCH 00 — 1 +oo — — — — -- PADS AT HARMONY 127+00 - - - - - — } 128+00 - - - -� I I I 129i 00 I 130i 00 131+00 13 Z Q Z -- OI p:N W _W O Qul >- i Q v - - 9 _126+00.. 127+00 r Z)W Z Z 12 129+00 - a I -- - 127+00 . O r + 128+00O 129+00 Q 130+00 _ 131+00 -- I 132 I HARuQ4Y CONTROL LINE PROPOSED EDGE OF ASPHALT a ------------- I- ' EXISTING _-------- STING ROW W II I Ilr---------------------- a POUDRE VALLEY HOSPITAL )e a ©I2 EI I Ij I O r P 9 q Z 4975 a a II co LO 4975 ,0) Lon ui ui 4970 4965 1 -- -1.03% 1.75% 1.04"/0 -0.94% , 4955 -D.76% -0.68% o -0.51 6 -0.40% 4950 0 o rn a a a a oV a 4945 S o Ci o O GO 0)+ g 126+00 0)1 127+00 + O + 128+00 129+00 O a. 130+00 N OCD 125 00 LO TMO e m v W IT CIO M m c E e 4965 L U.895/. 4955 0 a m 4950 a a 8 r945 125+00 aRIGINAI CNrf i -ARCH -0.71 % -'0.71% 71 M -0.86% a a m o CA o 131+00 o > ao o d a d a s r�i 1110+no O C OM (pp7 c 1pp•� M f•07 M g Cn M + + + + to . c�+ 9 o 9 o 126+00 127+00 128+00 129+00 130+00 131+00 =0.88 io FRONT RANGE VILLAGE KEY MAP 1:30H0 30, 45• 60• t_■-t ■ ■ 1:5V I ■ ■ 7 lr -� 0 5• 7.5• 10• LEGEND SECTION LINE EDGE OF PAVEMENT 1218E 219-�;220= (.= 4965 W J PROPOSED 1' OUTFALL GUTTER EXCEPT W AS LABELED 0O Od PROPOSED 2' INFALL GUTTER 4960 13f>- W PROPOSED HANDICAP RAMP W/ J DETECTABLE WARNING OW Z < _ a 4955 2 _ Z 4950 a 0 + 4945 132 00 4970 4965 -J _W LL �0N of Q a- 4960 W Z Z J OW 2 Z 4955 it Q J O U) 4950 4945 132+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800w922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ��q A4/ City Engineer Date CHECKED BY: MAr Water & t Utili Date CHECKED QQWastew BY:��.KQ n" Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C y v v? N to a E ' M 7 20 17 10 C d O M' C' E o o O'�t a 8 ��o V'5 'Co O O w° Y� w O U 1 01 w I; pf�pf cli N 1- 00 FT L2 e 0e 0:5 p • .ts$ Q5 N osor W \\ oY lU �C ONO I� k I ct H Z W 2W W Z WO a- �w III z Z b W(D W 0 J J ON U Z C/) J (D— W J > W OD ILLLL W �Z W 0 o OW s Of O 2Z WO o U U d N 2 of r LL ti U Permit -Seal Project Number: 187010590 File Name: C-215 Fst N W z J W ZN J W _J Q 0 � d Z Z 0a Z Ir Q J d = IL f= JMB JAM TW own. Chkd. Dsan. YY.MM.DD Drawing No. C-215 Revision Sheet 0 65 of 1 AIA C-1 Z81 FRONT RANGE VILLAGE WM PROPOSED EDGE OF ASPHALT 133+00 1 — �-- — —' Z 133+00 OL r Q I +00 U Z w I I 133+00 �V) Zw Ow C) IS SECTION LINE 134+00 _ _... PROPOSED ROW M M 135+00 136+00 0 I — — 134+00 -H135+00 i 134+00 HARMONY ROAD CONTROL LINE 135+00 PROPOSED EDGE OF ASPHALT _ T� O 137I 00 — ' 138+00 17 O_n — — *�: Q U 136+00 137+00 138+00 — I -1 Z w Z Z Zw O Y- 136+00 137+00 138+00 1 U = -- I — — -+ — I — HARMONY ROAD PROPOSED STORM SEWER SEE SHEET C-112 -------- - EXISTING R.O.W. --------------- ----------------- .( ---- -------------- ----------------------------------------- v LO v � v to 0)v U) � v 53 0) e qT 4960 4960 4955 n Jno, 4955 ° -0.84% 0 % . -0.84% - -0• 4950 1.07% -0.99% -0.69% o.ao° 4950 4945 4945 4940 4940 > EL > a U a > a > (L F a > o > a > a > a ' (L > o O O 00 O N N N N 4935 0S + O O 0 S SN 4935 132 00 133+00 134+00 135+00 136+00 137+00 138+00 139 00 a0 O7 A O ((O N v, N m 0) M Off Mci - CD pMj C 0) a) O0i to (D v v a v v v v v v a v v 4965 4965 4960 4960 4955 0 % -0.75% -0.68% 0 4955 ° 0.78% -0.72% -0.68% 0.70°!0 491 % 0.90% -0.55% 4950 0.52% u 0.54 /° -0.53% 4950 4945 4945 a a a a a a s a a a > a > a ' a to v, 0) v m ,n 1.ca ,n u°Di LO a> LO °a° to LO 0 0 4940 a 8 In o L S � 8 4940 132 00 133+00 134+00 135+00 136+00 137+00 138+00 139 00 nRIMNA? eHrv1 - ARCR n FRONT RANGE VILLAGE 13!t214;1 21 KEY MAP 1:30H0 30' 45' 60' 1:5V1 ■ ■ t7 0 5' 7.5' 10' LEGEND — SECTION LINE EDGE OF PAVEMENT — 4953 PROPOSED CONTOUR ——(4953j- — EXISTING CONTOUR W J PROPOSED 1' OUTFALL GUTTER EXCEPT W AS LABELED �O CrPROPOSED QO 2' INFALL GUTTER W Z PROPOSED HANDICAP RAMP W/ } J ^ DETECTABLE WARNING Z OZ W �g Q= 2 � rY O Z W J_ LL DO Q LL Oa W ZZ OW �Z �g Q = 2 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO I m800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P APPROVAL APPROVED: - City Engineer U J Date CHECKED BY: AAt Water & Was ewe Utility Date CHECKED BY,,& -A 6- 4yf --07 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C: CO7 N N N 00 L a E 0) a �g co C U N N c M 00 00 y 0 M u O U -t-t V y N 0 0 C Ip U N Cn CA y g l x n € °P L0 x 3 .s ov oy i/i ON l0 000 L° 3 8'Y C$Q > Y ° wee Y ggBs�s zgFt$B Y K y0 0 p N F v E 2 0 - I� I$ I m V! H z flr W Z 00 aw �w Z U 0 D_ Lu W U J 0 U Z U —1 0 LU J — > 0 LL0 W 0a >-9 W Z O U LL Ow �Ix F- O 2z WO ~ 0 0 U m fA = <L ti U Permit -Seal Project Number: 187010590 File Name: C-216 Fst W z_ - -I W I JMB JAM TW _wn. Chkd. Dsan. YY.MM.DDChkd. Dsan. W.MM.DD Drawing No. C-216 Revision Sheet 0 66 of 114 C- 1 282 V N M VV M VV NORTH MEDIAN FLOWLINE (NM) Z NM 141 +00 NM 142+00 NM 143+00 0� -- -- - SM141+00 SM142+00 SM143+00._---- ZW 0 w SOUTH MEDIAN U FLOWLINE (NM) PROPOSED EDGE OF ASPHALT --- --- - -- / ------- EXISTING R.O.W. - I I i I HARMONY ROAD CONTROL LINE Ln II H NM144+00 NM145+00 �l i 14_00-- '— SM 144+00 SM 145+00 SM 146+00 'J O i N �j a) O V00 01 ;t a 4955 . . 4955 4950 nt 0 o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4950 -0.59% A.780 =1.04% . . 4945 1.oa% =1.040 . 4945 - fl 1.40% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 . . . . . . . . . . . . . . . . . . . . . . . . 4935 4930 o . LO 8 8 $ o . . . . LO . . . . + . . . 4930 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 M N � N LO .� N LO LO 01 V Q .7qT 4955 . . . . 4955 4950 D .... Oro -0.58% .... — - -0.78ai0 .... . _ . . .... . . . . .... . . . . .... .... . . . . .... . . . . .... . . . . .... . . . . .... . . . .... .... .... . 4950 . 7 0. 8% . . 1.18% . . . -1.18% . . . . . . . . . . 4945 1. Solo 4945 . . — �. . 1.150i0 % 4940 . . . . . . 4940 a a a a d . a a � . a a a N LQ to N 0 4935 uui o w 0 8 0 + 8 0 0 . 4935 139 00 140+00 141+00 142+00 143+00 144+00 145+00 146 00 ORIMMI SHPFT - ARCH FRONT RANGE VILLAGE KEY MAP 1:30H0 30' 45' 60' 1:5V1 0 51 7.5' 10' LEGEND — SECTION LINE EDGE OF PAVEMENT — 4953 PROPOSED CONTOUR — —(4953 — EXISTING CONTOUR w J LL PROPOSED 1' OUTFALL GUTTER EXCEP AS LABELED �0 Q0 a PROPOSED 2' INFALL GUTTER W Z PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING Z J OW Z N� L.6 Q J = z J 00 Q Oa IY W Z J OW 2Z Q= 2 � 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800m922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAt4 APPROVAL APPROVED: City Engineer t Datq CHECKED BY: Water &//Waste%%ya//It Utility Date CHECKED BY i1Y��S?S SixAa k "Ai2 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date = dQ CD n v? 00p C E T ') `o S_ ses 1 N v �U cV cV E �9�6o O vi O-t a 00 u o U L C N '£R.0 N 00 U 01 I_- fn C-4 C�xQc l6 of L0 x U) L? 000 H L? 3 8 aQ « Do Oyo A$� OO Q�r' gB�l �04 gC � t gyp' f. c4o•A�i�� of Eo'S �v o�NO I� Ig r Z Ir— 2 w w ME of 0 aj �w Cl) �Q Z w Wg O 0 UFn w> w w LL w 0 � >- Z o U 'i Ow 0 uj Of O �Z � O U _ Utn =L r li U Permit -Seal i ' 33774 E i 0 A2 z .J LJ-I ZU) J W aL` Z Z OQ 2Z Ix Q d F_ Project Number: 187010590 File Name: C-217 Fst JMB JAM TW Dwn, Chkd. 76san. YY.MM.DD Drawing No. C-217 Revision Sheet 0 67 of 1}�� C-1 2 82 irwww■ � i O a FRONT RANGE VILLAGE 213 214- •215W,216= r217- -,219t220= 11 it .11 KEY MAP 1:3(IH 0 M. 45, 60, 1:5V 0 5' 7.5' 10, A E. — SECTION LINE EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO I-800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: , City Engineer t Dat CHECKED BY: CIA Water & Wastewa er Utility Date CHECKED BY 6lt,a� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date U C y y Q N VI N 00 w E rn M 7 o Inc 098 U [V N E C: 0 N O 0 t U U:2 (D 'o o l rn rn U o C N Nto N x ; .�. 0) N C' 0 lei 00 ; U) z0 J J Z O N U cn ft W 00 r�Ow U Cn a� Permit -Seal abpcp 1 � c o c E9ooh� oB.Q�w " cg 0 o e� S 0'2M 44 N m1 O� p a Q A C".1oil o E . E �cc �c otn o z wZ Lu 00 w w w wg w N w C7 Z O O (rO LI = ILL ti s 6�2►1� S >E w Z_ J w I 0 .N Project Number. 187010590 File Name: C-21 B Fst JMB JAM Tw Dwn. Chkd. Dson. YY.MM.DD Drawing No. C-218 Revision Sheet 0 68 of 1 y3'� C-1 2 82 00 X z O O� N tY W :D� Z Z W= NtZ 0 ^Z IJ N Ids U = 4950 49OU r00 V N p O 4945 . . . . . . 4945 . . . . 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 . . 4935 . . . . . . . . . . . . . 4935 0.62% -0,41%. 0.04%. -0,15%. -0,02%• 0.02% 6.03% -0,19% -0:18%• -0:48%' -0.48% -0,47%• -0:84%• 4925 . 4925 a a a a a a a a a a a a P.: ° 4920 r I: r + + + + . . m . 0, 0, 4920 153 00 154+00 155+00 156+00 157+00 158+00 159+00 160 00 0 4945 . . . . . . 4945 . 4940 . . . . . . 4940 ... .... .... .... .... .... .... .... .... .... .... .... 4935 4935 -0. 6% .461% -0.36% -0.35% -0.59% .-0.68% 4930 �_ -0.56% 0.74% -0.74% -0.46% 0.7a 4930 4925 . . . . 4925 a, a aza . p 8 4920 IS . 4920 153 00 154+00 155+00 156+00 157+00 158+00 159+00 160 00 anlclNus w _J LL �0 Q I. �O a LL w Z J Ow Z J Q = 2 � Z iV o a LFRONT RANGE LAGE _ -213 214- •7! ,91R�TZ 220- 11 ,n KEY MAP 1:30H0 30, 45' 60, 1:5V 0 5' 7.5' 10' CJ C y y Q O) N N N as c E rn M 20 InCD y v U (V N O m O �t U L N O O N G V 0) 0) V) ✓ M r- Lo x CI) N l0i 00 /T Im -.1dw sppp 'B .8222 - as eo€V ` N a a p pp C IyCV voN uttto I II� LEGEND I P — — SECTION LINE EDGE OF PAVEMENT Ig ® PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED I� PROPOSED 2' INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING Z w Z >00 a- Lu w w z J oCr) w z Er w zC/) W J -J Z g J O _ fV .J J 0 w > Q O �of Nw O� 0> �Z O >- I- O >~ z § 0 Z O Q S IY IY O L) C Z r d U F Permit -Seal CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED: 4e City Engineer D CHECKED BY: jik Watn�&�Waste�� r Utility Date CHECKED BYt /•Lld, d'T'0- Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 33774 �2107 hi All ei Project Number 187010590 File Name: C-219 Fst JMB JAM Tw fin. Chkd. Dann. W.MM.Do Drawing No. C-219 Revision Sheet 0 69 of IIA* C-1 2 82 C-" V N AQc� U C N - n E rn r'� � 2 0 Ln u� U) v U N N U M u;o�� C N O 0 y p �j rn rn C Ln � K N l0 OD H l.2i 450' W, f, av ITY CONTACTS. 'NOTIFICATION FCOLORADO 1224 987 i DAYS IN ADVANCE TRADE, OR EXCAVATE i OFUNDERGROUND I UTILMES. JELAND WATER DISTRICT S SANITATION DISTRICT tN APPROVAL dANAGER EMS ENGINEER Collins, Colorado AN APPROVAL ADEngineer k o A Vastewater Utility Date cn (water Utility Date J Z O IV U N & Recreation Date F— D_ w> is Engineer Date OL O OW Date 2? 0 U � U Permit -Seal P F-- Z W Z >a O — W O W wg J J w> IV W C� } Z o Q c 2 Z o v _ L0 lL c 0 y Project Number: 187010590 File Name: C-050 Fdp JM8 JAM JRG —own Chkd. Dsan. YY.MM.DD Drawing No. C-050 Revision Sheet 0 7 of 1 Vgf c- 1 28 ORrW SHEET - ARCH D co _-___-___.___________ ______------------------------------------------- -----------z___-___--_-__-_____________________________ -__ — — — — — — — — — — — — — — — — — — — — _______________________ _---- --- PROPOSED EDGE OF ASPHALT EXISTING R.O.W. f 166+00 167 HARMONY ROAD CONTROL LINE - 165+00-- 3 164+00--- q } — 4 163+00 I ___._ 4 162+00 _ +.. 161+0G __- +00 a I I - 162+00 163+00 - 16T+00 -_ - 165+00 I ° 161+00 ... - —+— _..I ....... _ — _- L -- _ O � r, 162+00 163+00 ' - 1641+00 is 0 0 167 UJ - Z 161+00 } _.. — - y165i - - — - } - I -.--... 1 m 00 I - - w 1 r Z � Z I Fj - 7- r - �g 9 ❑ W _ - SECTION LINE Ofir d Z �, _ _ . _. Q 11 L am r N ti i �, T ZW _ IO 0 --- --- --- --- --- --- --- -- �—� -- _ __ c) EXISTING R.O.W.��- S -- -- - -_-_---- -- --- ---------____ t -T; _?PROPOSED R.O.W. if B 1 i I I e .i II ;I 11 I 0 4 o N I q i t� e v a om a s� °D M { o �8 � N i� CID D . N N N N N N N V a V . 7 V 4940 4940 4935 . . . . 4935 4930 -0.50% ° . o . o . o . 4930 °. -0.63% -0.56% -0.95°% 4925 -- 4925 4920 . . . . . . 4920 a a as a a .a .a a (L . r p N 7 . p 4915 a rn a . + M . M 't . + 4915 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 p q CN 7 r N to V a a a . 4940 . . 4940 4935 . . . . 4935 4930 . . . . 4930 ° ° -- -0.22% - -0.12% 0.15% 0.16% ° -0.65% -4.05o% 4925 7 --__ 4925 4920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4920 a a a d a acc a a s a 1W CS 9 4915 . r. � + o to g 0i � � o a 0i 't . . + 8 4915 FRONT RANGE VILLAGE W13 214 "215= �216= -217 :2 HARMONY It KEY MAP rYi 1:30H0 'MI 45' 60, ■ ■ ■ ■ ■ 1:5V I ■TT■ ■ 0 5' 7.5' 10' LEGEND 21 — SECTION LINE EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED PROPOSED 2' INFALL GUTTER �\ PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 91 City Engineer ki 0 Date CHECKED BY: h1l� Water & Wastew to Utilit Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date H� W Z Lu >d OW, O W W Z �Z Z Wg W J ON U� J (�— W> J W 0 LL W 0 >- ZO O Q U ex XOZ I- r Ucn ? =LL LIL U Permit -Seal '.!/ 33774 t F10 0 A2 W Z_ J W Z U) J W J_ Q 0 N O 6L a Z ❑ 0Q Z Ix Q i` Project Number: 187010590 File Name: C-220 Fst JMB JAM TW Dwn. Chkd, an, YY.MM.DD Drawing No. C-220 Revision Sheet 0 70 of 1 V se. c-1 2 82 ORIGINAL SHEET - ARCH 0 4 A n t PROPOSED o V6' WALK _ J 1 EXISTING WALK ww PARAGON Q e Cr /010 EXISTING ROW r - MEDIAN DETAIL ' PC 10+76.10, �. • c EXISTING CURB FLOWLINE SEE SHEET C-292° a" ELEV: 4930.92 . '. ""�"' ° ; PT = 12+71.71 ` , , ., °'" „ 7 EI I:v aoan Be T LANDSCAPE -MEDIAN LO PT = 10+72.05' C-101 ` ° ' N e HARDSCAPE ce 4" SUBDRAIN SECTION SEE LINE DETAIL SHT ELEV: 4930.87 PT 10+84.19 MEDIAN SEE ` c ZIEGLER CONTROL LINE 1 INV: 4926.50 C-603 PC 14+70.99 PC = 10+69.12 ELEV: 4931.02[C-603 11+00 DETAIL SHT 12+00 n �' 13+00 MEDIAN FLOWLINE ELEV: 4930.11� 10+00 3 14+00 ELEV: 4931.72 931.36 0 �. '° '.:.° 1. N 11+00, 12+00 13+00 14+00 . o; C-10 al I A C-111 � c e G ° �• C-100 •' C-114 � . '- _ 11+0 ' PC = 11+81.23 - -- - 1 +oo " t PC - 10+71.81� c ELEV: 4930.85 .13+00 14+00 MEDIAN DETAIL • PT = 10+88.39 ELEV: 4930.96 ELEV: 4930.75 / 0 SEE SHEET C-292 A PT - 11+98.70 PC - 12 5+ 6.63 PT = 12+87.80 0 MEDIAN FLOWLINE PC = 1 4+71.36 PT = 10+76.11 C-105 ELEV: 4930.60 E ELEV: 4930.09 ELEV: 4929.95 OD N ELEV: 4929.23 M C-104 ELEV: 4930.88 - C-102 PC = 10+84.40 T -C-116 PT - 14+77.43 ELEV: 4930.08 15+00 15+00 15+00 PROPOSED 4" J PERFORATED UNDERDRAIN PT = 14+78.36 SEE MODIFIED MEDIAN ELEV: 4929.21 DETAIL SHT C-603 C-117 a Y • ELEV: 4930.93 ° E • _ _ G �- MEDIAN DETAIL . O a SEE SHEET C-292 n - - - - - - - - - - - - - - - TREE PROTECTION ii SIDEWALK CHASE F'1 AVAGO CURVE TABLE CURVE DELTA RADIUS I LENGTH CHORD BEARING C100 161'26'16" 2.00' 5.63' 3.94' S 85'25'35" E C101 94'36'36" 1.00' 1.65' 1.47' S 42'53'05" W C102 103-57'08" 1.00' 1.81' 1.58' N 37'50'03" W C103 90'00'00" 1.00' 1.57' 1.41' S 44'48'37" E C104 84'38'21" 1.00' 1.48' 1.35' N 47*52'13" E ZIEGLER ROAD PLAN VIEW MEDIAN FLOWLINE CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C105 4'34'33" 50.00' 3.99' 3.99' N 03'15'46" E C111 1*00*05" 1000.00' 17.48' 17.48' S 01'28'32" W C113 0'46'54" 6000.00' 81.86' 81.86' N 00'34'50" E C114 1'47'09" 1000.00' 31.17' 31.17' N 01'05'00" E C116 3'41'24" 100.00' 6.44' 6.44' N 01'39'19" W C117 3'41'24" 109.00' 1 7.02' 1 7.02' 1 N 01'39'19" W T 16+00 - 16+00 - - 16+OU EXISTING ROW s1 17+00 1 17+ G - - - - G f_ ' PROPOSED ROW EXISTING WALK }--------- - - - - -- 4945 to I`N N M 00 M 00 � . 0 4945 o M co . o .a Mi .� M M M M N 0, 04 0) e 0M> vv 0) .v (DQ 't M v v 0 e T v v v O v, v O v °' v a v v v v. . . . . . . . . . . . . . . . . . . . . . . 4940 4940 . . . . . . . . . . . . . . . . 4935 4935 . . PROPOSED GROUND . % 6% 0:47% 1.19% 031°/ .70°/ -0.59% 1' • . 0.31 % .37% 53 o/ 4930 4930 -_ _ - . - - _ �. ° - ,- - 65 -_ . EXISTING GROUND 4925 4925 . 4920 . . . 4920 _ a U a H s r o > a > a > a > a > a > a U a a > s a. a L) a. a a > a > a . r LO m 00 0 00 0 00 .Op °moo ti co N O M O N O 8 m CNI o `n M v c$Lo m i °D Ln + �. + + o 4915 4915 + + + + + + + + 10+00 11+00 12+00 13+00 14+00 lO+UU I OTUu I � TVV 4945 4y40 I M 00 In 00 00 00 M 01 'c0 O O M O ,n ^. O (p IO 0) O 00 O Yn OI M N (V co 0 M M co .m � M .M M � M M N N �� N rn N W N W T It 0) a Of v. 0) v v 0) v 0) v 0) v v Nt v v 4940 4940 . . . 4935 . . . . . . . . . 4935 u io.32*/oj 0.08°/ 0.48° -0.88% . . . 4930 4930 0.56% -0.35 ° 0 34°h 0.2 % , . 035°/ EXISTING GROUND PROPOSED GROUND 4925 4925 4920 4920 a . a EL 0. a s a > as > a > as V a. F a > U > 1i a F 0. 0. a a a N 00 le M O O O O N CID O 000• C; o 1� 0000 0 N .M I[i 000. 0 1fi � OOD ip ° 4915 4915 + + + + 10+00 ORMAL SHEET - ARCH D 11+00 12+00 13+00 14+00 10+UU u•Tulill"I III W J W_ a W z Q Z Q � �WN � 01- 16 O z W W LL J Zw (D Z OW W Q U N 0 W i- W W J_ LL W a Z ow ENO Q U ZW� HNJ U- 0�w Z U Q No 2 ''F- ^ V/ W c E= rn� -X �espgg of v o8 c�i c1i E ° S 5 C (0 Q Q g O p a) o 1 rn 0) Cc 8aY g� C � :n N L� 00 H LZ it8eo� C t? W W J U N 0 l FRONT RANGE r VILLAGE cNv ID M N N 00 HARMONY ( �� KEY MAP 1:30H0 30, 45' 60, 1:5V 0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE. 3) SUBDRAIN INVERT TO BE SET 3.5 FEET BELOW THE EAST MEDIAN FLOW LINE UNLESS OTHERWISE NOTED. LEGEND SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 14M9224987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN A'ROVAL 4ull+• ,, // . APPROVED: /ry/! G/l/� CityClt. E' Date CHECKED BY: Igpt Water & Wastew ter Utility Date CHECKED BY- Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date vJ H z flr wz OO W J a W W CO z� J Z cr W J w Q ON U w N J > � 00 W �Z (D o LL atsi O O ULI W O� (r 0 U d co= Of _=U LL_ Ii U Permit -Seal Project Number: 187010590 File Name: C-225 Fst ■ K c 0 y Z >J O J LL Q 0� WW_ J LL 00 Oa Of 0 WQ wg N i= JMB JAM TW own. Chkd. Dsan. YY.MM.DD Drawing No. C-225 Revision Sheet 0 71ofIV* C - 1 282 ON N N Q U W _z W N z W ON U AOAr, CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C119 4*11'14" 99.00' 7.23' 7.23' S 01'24'24" E C120 4*11'14" 1997.75' 145.99' 145.96' S 01'24'24" E C123 89'30'34" 1.00' 1.56' 1.41' S 45'26'30" W C124 90'29'26" 1.00' 1.58' 1.42' N 44'33'30" W C125 104'48'07" 1.00' 1.83' 1.58' S 37*24'10" E C126 8'23'48" 25.00' 3.66' 3.66' 1 S 19*11'47" W C127 156-48'05" 2.00' 5.47' 1 3.92' 1 N 78'12'16" W C128 1 90'00'00" 1 1.00' 1 1.57' 1 1.41' 1 N 45'11'47" E ZIEGLER ROAD PLAN VIEW MEDIAN FLOWLINE Or N N Q U H Z_W N ZW ON U 4945 u� r rn 7 o M r N rn .0 °o Co r 0) N 0) C'7 r . . Oi N. aD CN ao N 00 NN CO co CN CD .N r N r N r N r N r N. . 0) V. O) IT 0) . a 0) It7 0) T 7. 0) a 0) . 7 0) '7 0) V 0) 7 0 e{ . 4940 . . . . . . . . . . . . . . . . . . 4940 z . . kC11n L TA2+656.Q P - 7.UQ L - 120.00' 4935 W KD 118.15 Q 4935 p(D . . . . . . . . . . . . . . w ZW 0 cry PROPOSED GROUND - 4930 II 4930 /0 -0.65% o -0:44%' -0.50% w LLL W -0.28% 74° .27° IW M 4925 . . uj 4925 EXISTING GROUND' (w Q 4920 w . . 4920 a a a D. a D- a 0. a a a. w. �. � 7 8. 8 8 S 8 �. . 9 co 0 � ( co � o. 4915 4915 16+50 17+00 18+00 19+00 20+00 21+00 11+UU aaa-C; 4945 CD 00r a r- an Ir 0) r 0) v a v 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 . z . . 4935 CA . . . . . . . . . . . . . . . . 4935 Zw `J Z W Q N PROPOSED GROUND Q M 4930 7- N 4930 25 -0.35% 38%. 1.1 % U W -0.55% 1.03°/ W . T w 4925 . 4925 . EXISTING GROUND W . . Q 4920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . 4920 a . a . as .CL . W O w . . 8 r- I° 00 . 4915 0 of o o ui ig M A 4915 16+50 DRID W SHOET - ARCH D 17+00 18+00 19+00 20+00 21+00 22+00 J_ LL a W � Z ON O > N Q6 W O ZW W J = J W z ,n (9 z n N II' 2 F- W .* W J LL a Z p W OI.Q z EN_O � Q > HNW LL Z W C7 O(f))W Q NLu p 2 Q W 1:30H 0 30' 45' 60' 1:5V0 5' 7.5' 10' `J FRONT RANGE VILLAGE HARMONY KEY MAP 11411010 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE. 3) SUBDRAIN INVERT TO BE SET 3.5 FEET BELOW THE EAST MEDIAN FLOW LINE UNLESS OTHERWISE NOTED. LEGEND - SECTION LINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER �\ PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO I400-9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APP OVAL APPROVED: City Engineer 11 Datel CHECKED BY: biAr Water &Wastewater Utility Date CHECKED BY ,OL b /,A & 6 /ire Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date H z W > z WO aw d W N z� J ON Z J 0- W 40 J � U O W D W_ N >- U' o 0LL �cr- LU w p� 2z Of o C) ? U Permit -Seal Project Number. 187010590 File Name: C-226 Fst 8 an 0 a o` W J O LL z Q 0 Vj W W LL 00 Oa Ir p w Q OZ wg N la. i= JMB JAM Tw Dwn. Chkd. Dson. YY.MM.Do Drawing No. C-226 Revision Sheet 0 72 of 1 'lii f 282 C.1 ON N Q U Z_w t- V) Zw ON L) --'- �" FRONT RANGE VILLAGE J = y A ��-II•f • q _ PT = 22+34.26 ELEV: 4926.70 C-135 END MEDIAN WEST MEDIAN FLOWLINE STA: 22+17.89 22+00 } C-134� END MEDIAN EAST MEDIAN FLOWLINE STA: 22+16.96 C-137 J C-136 PT = 22+83.84 ELEV: 4926.50 C-144 PC = 22+70.96� ELEV: 4926.54 � - I 23+00 _ 23+-Ud TO BE INSTALLED BY OTHERS PROPOSED STORM INLET SEE SHEET C-111 PROPOSED 6' WALK PROPOSFn ROW PROPOSED IRRIGATION LINE SEE IRRIGATION PLANS q • q • HARDSCAPE MEDIAN SEE DETAIL SHT C-603 LANDSCAPE MEDIAN SEE 4" PERFORATED DETAIL SHT - -' HOPE UNDERDRAI - - -C-603 - - - - SEE MODIFIED 3 t-NO MEDIAN INV. 4923.91 MEDIAN SHT a 0 WEST MEDIAN FLOWLNE C-603 I STA: 24+87.98 J ZIEGLER CONTROL LINE `r p /SECTION LINE � PC = 24+80.92 24+0 ELEV: 4926.91 25+00 -- 1--- _ 24+001 �. C-146 CPC = 22+34.54 23+00 `� "" PC = 24+81.45f ELEV: 4926.56 I MEDIAN FLOWLINE ELEV: 4926.81 PC 22+70.57 PT 23+28.31 ELEV: 4926.19 PC 23+24.28 ELEV: 4925.93 END MEDIAN PT = 22+71.90 ELEV: 4925.94 I C_145 EAST MEDIAN FLOWLINE ELEV: 4926.18 T STA: 24+88.47 Auka .. 4" SOLID HDPE -f EXISTING ROW UNDERDRAIN INV. 22.10 _ PROPOSED ROW i.. AVAGO PROPOSED 6'WALK 0 ---- �-- -- -------------------- - - - - - - ZIEGLER ROAD PLAN VIEW MEDIAN FLOWLINE 1:30H0 30 45' 60' 1:5V0 5' 7.5' 10' CURVE TABLE CURVE DEI-TA RADIUS LENGTH CHORD BEARING C134 158'11'55" 2.00' 5.52' 3.93' S 78'49'02" E C135 90'OD'00" 1.00' 1.57' 1.41' S 45*16'56" W C136 105-15'16" 1.00' 1.84' 1.59' N 37'05'26" W C137 6'32'49" 25.00' 2.86' 2.86' N 18'48'36" E C138 90'16'56" 1.00' 1.58' 1.42' N 45'08'28" E C139 89'43'04- 1.00' 1.57' 1.41' 1 S 44'51'32" E C143 O146'53- 97.75' 1.33' 1.33' S 00'23'27" W C144 1.28'35" 500.00' 12.88' 12.88' N 00'44'18" W C145 2'15'28- 102.25' 4.03' 4.03' N 00'20'51" W C146 180'DO'00" 4.50' 14.14' 9.00' S 88'31'25" W C�Ll.7 4945 00 � ' M � . m.IF . CN o N o m � o 04 �. �. 4940 4940 LP STA = 23+20.21. LP ELEV = 4926.46 L = 130.00' 4935 AD - 0.86% K - 150.42 4935 N < _O N 13 j 4930 Z 4930 w ' O �. U PROPOSED GROUND U. U.F- w W -0.5 /o . 0.36% � 4925 _ 4925 . Z. EXISTING GROUND z W, z . W . . . . . . . . . . . . . . . 4920 . . . . . . �. 0 Lu . . . . . . . . . . . . . . . . . o . . . 4920 . LU a -a r���{{ ap a 0, a . . °0a N •00, da�pp. OY f0 S p .O N pNj. OD + . �. 0 Co. 4915 4915 0 22+00 23+00 24+00 4945 4945 � . (0 � . 0) .9 . 041 a a vv v vv. ���. 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 Z . J LP STA = 23+35.43 N Q LP ELEV = 4925.93 L 160.00' Q W. AD = 2.009 4935 4935 Z) ~ K = 79.84 Z. . Z w O. CV O LLI �. U 4930 w. W 4930 Vj w WPROPOSED GROUND 13 0 Z. .A.24?/0 0.76% w 4925 4925 - Lu a. EXISTING GROUND w . . . . . . . . . 4920 . . . . . . . . .0 Lu . . . . . . . . . . . . . . . . a . . . . . . . . . 4920 as � Wp a- a- (L a a. a. . as (L a. . . . . . . . . . .I ° . .�+ I N+. co Cod . 4915 4915 21 ORMUL SHEET - ARCH D 22+00 23+00 24+00 J_ LL O a W Q J 0 W ILL. w Q fV p w J_ LL Of QZ OJ �ILL O WZ Q N p Q w FRONT RANGE VILLAGE Zj HARMONY KEY MAP U C y ` Q CA n V? N 00 w to E rn 20 uA c0 to g U C4 04 E O m N O 14 4 U V N O O « d'o rn rn c c��a rn�Li x s N lei O7 lei ► 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE. 3) SUBDRAIN INVERT TO BE SET 3.5 FEET BELOW THE EAST MEDIAN FLOW LINE UNLESS OTHERWISE NOTED. LEGEND ---- SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 m800m922w1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED:t •% G/u�v� City Engineer t/ pat¢ CHECKED BY: MA Water & Wastew t r Utili y Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date a� 3 crc� ` I Tco a F9 B V -6 Off" -.Et J^.$ 53- 9k118. F B -Be '15 x cS ��Kg yy °«� Fv 9�in 0 H Z W Z Op aw Z J O c� Z IV 00 O� J CD W W g J - > U X LL ILL W O I- w_ 0a0 z0 O C >; Ow s�w Utn d 2Z WO' =L •0 t0 U Permit -Seal Project Number. 187010590 File Name: C-227 Fst JMB JAM TW Own. Chkd. Dsan. YY.MM.DD Drawing No. C-227 Revision Sheet 0 73of114 py C-1 2Vb E V O0) N N Q U H LZW r to ZW O0 U ZIEGLER RUAU VLAN VltVV rL.UVVL1NC i� ILLI Cq O N FRONT RANGE N VILLAGE N N Ga N HARMONY KEY MAP 1:30H0 W. 45' 60, 1.5V0 5' 7.5' l0' CURVE TABLE DELTA RADIUS LENGTH CHORD BEARING 103'31'00- 5.00' 9.03' 7.85' N 52-03'09" E rCURVE 3'00'24" 314.37' 16.50' 16.49' S 74'41'09" E 73'S3'39" 25.00' 32.24' 30.05' S 36" 2'21" E 58'25'24" 25.00' 25.49' 24.40' N 57'37'43" E 28'13'39" 300.00' 147.80' 1 146.31' N 14*18'11" E C112 1*14'06" 972.00' 20.95' 20.95 S 01'21'32" W C115 1'47'09" 1028.00' 32.04' 32.04 N 01'05'00" E C118 1 2*16'11 100.00' 3.96' 3.96' S 01-19'31" W 00 � . OR ai . of . . co a) m Cq c . . . . . . . . . . . . . . . . . . 4940 4940 . . . . . . . . . . . . . . 8 4935 4935 . . F N . W Z p. 1 ° EXISTING GROUND . . 5 4930 4930 . I . PROPOSED GROUND . 4925 4925 do o� . . . . . . . . . . . . . . . . . . . v0 . �� . . . . . . . . . . . z w . . . . . . . . . . . 4920 4920 . . . . . . . . . U Oa a a- a . a . w . N N . 4915 4915 + 00 0 . . . + . + . An ..,,, 4 A inn 15+00 16+00 17+00 10+00 11 +00 T z+uu Ili V V N T n n N N �. O r ci 0 0 Cl) o rn ai of p%j0) �' 00 rn Go ° N v • v . v F_ �. v. `* v . v v v a. v v v 4940 4940 . . . . . . . . . 0 4935 4935 0 . t` . . rn PROPOSED GROUND v J 4930 4930 00% ' 50% U -0.50% -0.41°b -- — 46% -0.45% — . 4925 4925 EXISTING GROUND . . . . . . . . . . . . . . . . . . 4920 4920 a Ua . a . a a- a tea. as a o 0 a $ a. g . pp 0 O LO . N + M + 4915 N o + � . Go + + 16+00 17+00 4915 A A.nlA 1F+nn 10+00 11 +00 1 z+uu I �Tvv . • .,., - SHEET - ARCH D J_ LL O O0" O a Q ci z �� J ZW 0 O N W N LL w J_ LL �O 0NQ 11 O QC z z uj WW J O(w O N Q W NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE U a C7) in N N 00 C N to 7 20 '0 t0 N v U N N U M v o d y c N 0 0 I O O 1 Cc U n 04 r C) 't to X 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND -- SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER PROPOSED HANDICAP RAMP W/ ` DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 1400m9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY_ PLA APPROVAL ' APPROVED: City Engineer Date CHECKED BY: bik Water & Wastewater Utility Date Date CHECKED BY ftlAl� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date V) z0 J _1_ Z O N U � Ir W O0 LL p w w CL U U) a� U Permit -Seal F- 2 Lu Lu 7 d a00 �w o � W Lu J J Lu N W Z p z� U) Z o of 0 U 2 0 LL L i I� i O A2 4) x W z J OW J J LL E 00 OIL X 0 Lu Oz W J m IV 11 F- i 1 �` `..J Project Number. 187010590 File Name: C-228 Fst JMB JAM TW Dwn. Chkd. Dsan. YY.MM.OD Drawing No. C-228 Revision Sheet 0 74 of 11t# C.1 282 0 N tw i= a� c o � 3 v L �� rn im oC� o� 0 o0 n j N o� 98 '' N N '� 16+50 OWN& SHEET - ARCH 0 17+00 4"'' F RSECTION DETAIL EE SHEET C-293 PROPOSED ROW EXISTING CURB C-122 ( C-130 . C 132 • C-133 -` - 18+00 19+00 20+00 21 00 I 0 PROPOSED 6' WALK - - - - - - - - - - - - - - idATCH EXISTING CUR - 0+88 11 ZIEGLER CONTROL LINE w PC = 20+82.923 ELEV: 4926.07 < Z - /SECTION LINE EXISTING ROW ����//// M ELEV: 4926.15 PC z 20+92.69 M ELEV: 4926.10 Z r +, 21+00 m 22++00 - _��� ,> :... �_ +.:_ '..� - -� -•p �-1' " LL m _ I0 0 O K PC = 17+84.41 ELEV: 4926.76 I M o � to MEDIAN DETAIL _ 6" VERTICAL C&G I SEE SHEET C-293 17+00 C-121 - - _ - - - _ _ 18+00 _ _ _ _ _ _ _ 19+00 20+00 21 +00 PT = 17+89.15 6' WALK °' PELEV:2 PROPOSED 4925.69 C .! ELEV: 4926.74 EXISTING ROW --------- --- - -- i----'-- f� "PROP L`DSIGNALPOLE-� PROPOSED ROW 2' SIDEWALK CHASE ' SEE SHEET C-147 C-129 EXISTING WALK PROPOSED STORM IMPROVEM NY~ r PROPOSED TYPE C STORM INLET ° SEE SHEET C-112 RESET ROUND GRATE .•.� of 0 AVAGO EXISTING 12" CONCRETE PIPE CONTRACTOR TO VERIFY &r MATCH EXISTING INVERT ,. G ` • N ZIEGLER ROAD PLAN VIEW FLOWLINE i945 m PC = 22+07.22_ ELEV: 4925.65 22 >• �C-140;� I& ' A M -T C �I O C-141 C-142 Z O� N Q U 0 r ZW P: Z W 0LJ U CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C121 2'42'59" 100.00' 4.74' 4.74' N 01'06'07" E C122 90*15'10" 25.00' 39.38' 35.43' N 44'55'59" W C129 90.30'14" 25.00' 39.49' 35.51' S 44'59'45" W C130 48'52'57" 19.99' 17.06' 16.54' N 65'30'37" E C131 82.16'44" 1.00' 1.44' 1.32' 1 N 00'03'34" W C132 48'51'38" 20.00' 17.06' 16.54' N 65'37'45" W C133 88'50'53" 25.00' 38.77' 35.00' N 45'31'00" E C140 89.45'07" 25.00' 39.16' 35.28' S 44'52'34" E C141 30*28'10" 25.00' 13.29' 13.14' N 74'31'03" W C142 30*11'25" 25.00' 13.17' 13.02' S 74'22'40" E 494! U) o r- O . o (0 CID r v 4940 4940 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 + N Z . ONN 49304930 Z U Z W PROPOSED GROUND F _i� - r . O � o.ss^io < -0.ss�io 4925 . . -0:65%. . EXISTING GROUND 4925 . . . . 4920 4920 a a a a . . Cq rn W � . o . 4915 00 0) 1+11 $ 4915 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 4945 t- .n a .IF 4945 N N. co N N N N N N N vv.v v v ea 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 HP STA = 21+44.47 HP ELEV = 4925.86 L = 120.00' 4935 AK 94.94 4935 . o .N I- N + . Q 6 N 0w < . 4930 Z N 4930 - -- W PROPOSED GROUND Z _0.45% U . . . _ . 4925 _ OW z 4925 - �� . F ? . Q . m 4920 EXISTING GROUND n 4920 a a . aOp a � . a . a a_ a . OL . �. pap O O M CD O 8 . N O . 4915 of co c o o . o c i m cc WM 1� o + . 4915 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 W J LL O a oopW Q U Z Z) w J W Z= J z W W OJ O N LL F- f) W ►, J_ I.L �0 Z � OMr d QLOf W �rOf Z Z_wW J F- N J ONW O N LL F- Q W ry w M J O O W N N FRONT RANGE VILLAGE N N CID �y HARMONY KEY MAP rn E rn � S ! u� 1p 'ep �is U) v CU N N E CO M of o � LL o U.SNoo N o° I N U ,cx NE! C N y N L�65 in 00 ti i 3 B a o It o 0 -2 ggBs�s` �pggt$S f C 0 C U 0y C' o C NO I� Ig I� 0 W, 45' 60, 1:30H ■ ■ ■TIt ■ ■ ■ - 1:5V I ■Tt 1 0 5' 7.5' 10' NOTES 0 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTEDOTHERI 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS I STANDARD DETAIL 701 UNLESS NOTED OTHERWISE I� LEGEND -- SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER EXCEP AS LABELED --- PROPOSED 2'INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1=800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN PP OVAL APPROVED: Z G " City Engineer \ Date CHECKED BY: MAt Water & Wastewatpr Utility Date CHECKED BY 6 l� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Z W Lu Z 00 W J (L W W Cl) Z_ -i Z IX IX W W (!) J O U _ N J (D W_ N ,J - ILL.pO W }� (L, o '9 s W O 2 IYO C Z _ d Cn 2 '=U LL ti U Permit -Seal i, [) 33774 t Project Number: 187010590 File Name: C-229 Fst u ii f OW J J IL LL Q Of 0a W W � N � JMB JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-229 Revision Sheet 0 75 of 114 C-1 2 82 r J z �W Z a• o v C-133 � 1- 1 22+00 }- PT = 22+16.21 ELEV. 4925.59 PC = 22+07.22 ELEV: 4925.65 22+0 C-140 T Lo a PROPOSED SIGNAL POLE SEE SHEET C-147 A FRONT RANGE VILLAGE PROPOSED STORM IMPROVEMENTS SEE SHEET C-111 PROPOSED ROW PROPOSED 6' WALK—� ZIEGLER CONTROL LINE /SECTION LINE 23+00 24+00 [b I 23+00 I 24+00 25 FO------- -- -- --- -- •• 'EXISTING ROW l.— � PROPOSED ROW O PROPOSED STORM IMPROVEMENTS PROPOSED 6' WALK 7 PROPOSED SIGNAL POLE SEE SHEET C-111 f SEE SHEET C-147 AVAGO O t— — — - ----------------------- ZIEGLER ROAD PLAN VIEW FLOWLINE CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C133 88'50'53" 25.00' 38.77' 35.00' 1 N 45'31'00" E C140 89'45'07" 25.00' 39,16' 35.28' 1 S 44'52'34" E 1:30H 0 W. 45' 60' : 15V5V 0 ■ , 5' 7.5' 10' 4945 . 4945 N al N .� �. . . . 4940 4940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 4935 . O N N I . . . . . . . . . w . . 4930 4930 z W . . . . . z Z Cu PROPOSED GROUND. , ON U . 4925 4925 -0.55°h -0.6 — - % a-°° 0.40% EXISTING GROUND . N 4920 4920 0 a 't > D- �> a w w a . .... .... ... . o ram- 1 1+. . . 4915 4915 + m nr . nn 21+00 22+00 2:3+UU L4*VU 4945 m . 4945 9 (. to � N C) ONi Ui iT N N N Cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4940 4940 . . . . . . . . . . . . . . . . . . 4935 . . . . . . . . . . . . . . . . . . 4935 O o . N + N . 4930 4930 W 7 Z . N EXISTING GROUND x N -a.4e°r-- 4925 4925 PROPOSED GROUND wr �wrn o PROPOSED INLET z N - 4920 4920 c a_ a .a_ &L j o . > w . _j . w . . 0 � N r_ • N ro O p r �$ . 4915 + + + + _ �)Qlnn 9A+nn 25+00 21- > m OM W" SHEEP - ARCH D W J_ LL O Z 0—< d NOy QUIZ Z _~w J ZWW f—V)J Zw(' OCW N _j � W G J LL Z 0 w g"O a N W Q U z H J J oNW JO N LL - Q W � 1 D_ w J ce) W O N N FRONT RANGE r_ VILLAGE cNv N06 N HARMONY KEY MAP NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON -MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND -- SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER F_XCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER PROPOSED HANDICAP RAMP W/ DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 m800m922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY APPROVAL 7 APPROVED: Gi � City Engineer U Dbt� CHECKED BY: a Water & Wastewater Utility Date CHECKED BY: :!�dOj Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date ti � a c � mN N N00 4 c j N D « to v U ni N E So�yo U m vi 2) 140 .040 .0 aaqo° .0 N 00 O C N U _c �t;I .s acip N L ; o �0 ew. U)N � � -mo9 ' EBEo. Y agBa�s` y.2 u m t o O s$ � c so.2 _� VyyuF�Fi yy ° Fv SFvlo I� (g IA F- H z W Z >a O — W � z0 Z Id � wg 0 w cD J O UFn N J CD W_> N J — Of 00 W }z z0 U' o wO a w OY O U 61 2 r W ti U Permit -Seal R 8 F m 0 .y Of LLI z .J 0W J J LL [Z 00 Q IY oa W Q W N d Project Number: 187010590 File Nome: C-230 Fst JMB JAM TW own. Chkd. on. YY.MM.DD Drawing No. C-230 Revision Sheet 0 76 of 114 C-1 282 � I FRONT RANGE VILLAGE a w N PROPOSED CONCRETE DRIVE I I SEE DETAIL SHEET C-294Fr I I LSI PROPOSED 6' WALK PROPOSED ROW to UU — — — — — — — — — — — — — — — — — — — — C 148 j C-147 4 C 19 6" VERTICAL C&G T PROPOSED 6' WA WALK SA 776 - W - _..., - 150 W C 152 - -- ELEV: 4926.30 EXISTING ROW 3100 PT = 26+16 _______... _.. ELEV 4926.34 ._ __.. __ PC = 29+70.01 z0 - - _.__ _ _. _ _......_-_�_.._. T . __ T T ELEV: 4927.93 PC = 28+23.91 EXISTING CURBT 3o ELEV: 4927.69 PT = 28+2952 MATCH EXISTING CURB af 25+00 g xj 26+00 27+00 28+00 ELEV: 4927.72 29+00 PT = 29+74.57 ELEV: 4927.92 w z 0 30+00 31+00 nri �ZIEGLER PT = 29+93.92 p D CONTROL LINE ELEV: 4927.98 2 W /SECTION LINE E PT = 27+43.96 �C = 29+77.52 E -- —' _____T— T ELEV4927.08 T T— ELEV: 4928.06 T T PC = 27+29.31 0+00 31+00 ELEV: 4926.97 29+00 — T — 96+qp 27+00 28+00 - ---.-_- ... .. ..-.-.. --....--- _.-...... T CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C147 3'44'46" 100.00' 6.54' 6.54' S 02*09'18" W C148 94'01'41" 35.00' 57.44' 51.21' N 42'59'09" W C149 85*58'19" 35.00' 52.52' 47.73' N 47'00'51" E C150 3*12'54" 100.00' 5.61' 5.61' N 02'25'14" E C151 1'40'45" 500.00' 14.65' 14.65' N 00'50'24" W C152 0'31'24" 500.00' 4.57' 4.57' N 00'34'26" E C153 1 1'52'29" 1 500.00' 16.36' 16.36' 1 S 00'45'00" E AQAr% ZIEGLER ROAD PLAN VIEW FLOWLINE ON M N a� Z_w H � Zw OW U :.. m . C4 N CN N N N N y N N CJ .N a 0) CD v v v It . v v v . Z 4940 Z4 4940 w _ . HP STA = 29+26.66 H HP ELEV - 4927.98 L = 200.00' ye 4935 AK 181 s3 g 4935 S Z . z O 0 In + i) p O U M N _ N Q aU N 4930 W W PROPOSED GRADE i z 4930 Z W,-- U ZI _ O wn 0.74% 0.56% U. . . . . . . . . . . 0.50% 4925 . EXISTING GRADE 4925 . . . . . . . . . . . . . . . . . . . . . . 4920 . . . . . . . . . . . . . . . . . 4920 .v a. a. a . + + + + +4915 4915 + + + + 24+50 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 4Q4_9; 4945 00 0) rn rn rn OD rn rn 4940 01 4940 Z to X w . . _ . 4935 . . . . . . . . . . . . . . a 4935 0 ZO tO N . . Q O N 0EXISTING GRADE 4930 Z Z W J 4930 of 7 = V) Z w _ F z = i U . 0.65% 0.53% 4925 .40% w 4925 . PROPOSED GRADE . 4920 4920 aa a a . . . . . . . . . . . . . by a . . . . . . . . . CaCpp Cap W r- o N . IN +4915 4915 24+50 DMOW SHEET - ARCH D 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 CO KEY MAP 1:30H0 30' 45' 60, ■ ■ ■ ■ ■ 1:5V I 1-t T7 ■ l� 0 5' 7.5' 10' NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND SECTION LINE EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT J_ AS LABELED IL --- PROPOSED 2'INFALL GUTTER Q NO ZN.. O a PROPOSED HANDICAP RAMP W/ N ft W DETECTABLE WARNING aU z ZW J w Z Lu W i _l O ON W U N F- J_ LL 00 Q Oa W W J J W OJ N LL F_ U) Q W CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800w9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLArq APPROVAL ' APPROVED: *te City Engineer D CHECKED BY: (& Water& Utility Date CHECKED JJWastewwater dJAA4 4:1�P Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date _ d C�7 to N 000 S g j i' p 0Co (n v U N C 4 E B'• V M o; O a f u It -gal L N O O `ya'' 8 °$ c N g X o ° fn Cc it) N L, OD H l?i Cam$« =2 gga�S g R �\ E _y° I� Ig I� E- z W Z 00 aw �w o� Z J Z W W U J O U — N N J (D W J — > Ofw oa w O 00Z oWz p� 9U C; 1, o � LU W 2 W Z U 0 U U) = Lei• Li U Permit -Seal Project Number. 187010590 File Name: C-231 Fst f W z_ J Ow J J LL LL. a0 0a W Q J Z W AND.. JMB JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-231 Revision Sheet 0 77 of 1}°S C`i 2 82 00 N z ON Q U Z= HN ZW ON U 7 71 FRONT RANGE RETAIL p LSI u r�CAVID & EUNICE A. YOUNG �7W COMPANY, LLC. a Yk SEE SHEET C-058 \ PROPOSED DRAINAGE. UTILITY$ FOR UTILITY CONNECTIONS I PROPOSED STORM IMPROVEMENTS Z & GRADING EASEMENT - +:`" SEE SHEET-113 ■ PROPOSED ROW ; a I -- — — — — — — SEPARATEDOCUMENT) ' F - -- — — — — — — E — — — --- — — — — — — — — — PROE00�' WALK _ — — — — — — — +c- RETAINING YVALL vim:•::`:• — — — — — — r Z �- DRIVEWAY DETAIL I PROPOSED 'WALK '�- PROPOSED 6' WALK -- - I SE.E .DETAIL SHEET C,-604 / l� _ - —�.--- - -- --- E. EXISTING WALK SE SHEE C 294 p i!#STA�36+70.46 G ;�`_ LIMITS OF CONSTRUCTION_ EXISTING ROW \ d _---_ MATCH EXISTING CURB 0 \ PT STA 32+50.36 - _ _ _ S S RB qPAEXI+NG CU .. _._.:wWW ;.....: __ :.. _LIMITS OF CONSTRUCTION 6 •7T TA 3 0 8 PROPOSED STORM IMPROVEMENTS 3 )� \\ SEE SHEET C-113 D 00 ( ii -- _ - M I— _ W _ __ - g 00 32 00 _33 00 3400 3 -- -.._.. _ f 0 0 35 00 36 00 37+00 z ZIEGLER CONTROL LINE l l /SECTION LINE E —T— — T T T EXISTING CURB T T G U - - - -- Z A j j �y J EXISTING ROW r,��r i Z WOODLAND PARK TOWNHOMES Z IL I C9 I _ I AVAGO © t� C ;. ZIEGLER ROAD PLAN VIEW WEST FLOWLINE _'_h 0 145 AQ, FRONT RANGE VILLAGE HARMONY KEY MAP 0 1:30H W. 45' 60' ■■■■■� � 1:5V1 �77-� ■ 0 5' 7.5' 10' NOTES N o v v v 0) Sri 0) m 4940 4940 z . . Z.m O 4935 . . U U . a 4935 z Q U U) a Z . . w O X z o 4930 �? 4930 ON �.� EXISTING GROUND. Of U. . W.Q z -0,42%. m 2 0 4925 -0. °� -- _ .50% Q w . �_ 4925 . . PROPOSED GRADE U, n. . 4920 ZILO Y . 4920 . � , > W . 0 0 WW. . a W o . M 0 pj W N O a0 . 4915 . . . . M . . . . . . . . . . . . . . . . . . g + . . . . . . . . 4915 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 4945 AQAF . FOR REFERENCE ONLY . 4940 4940 . . . 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 O . N Q U Z)W 4930 ------ : T . . . . EXISTING GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . 4930 W Ln 4925 _ -- 4925 . . 4920 . 4920 . . . 4915 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4915 31 +00 aRIDRUI SHEET - ARCH D 32+00 33+00 34+00 35+00 36+00 37+00 38+00 of W J 0 LU 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND O O + - - - SECTION LINE O rn L0 N EDGE OF PAVEMENT W U PROPOSED 1' OUTFALL GUTTER EXCEP J AS LABELED LL O 1­ O O W --- PROPOSED 2'INFALL GUTTER 0 + LLB Q 00 = PROPOSED HANDICAP RAMP W/ O W ro (f) DETECTABLE WARNING Z LLJ W J Z LLJ in — Z WLL�Z O N F— � W Z Z � Z Y QO LLJ m J_ IL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P,�LAN APP OVAL APPROVED: 4t1vo— City Engineer I CHECKED BY: nIA Water & Wastewater Utility Date CHECKED BY: ,AlLA /, /Aj�- - , . Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date N �n� Do g N cDD S C U N N E O M °i O't � U C N O O �i •� eg (D ou rnrn c a y g Bg 00 rn r Lr) x scam° Ui C)N Li W ti vIQV 000� P • . O O � � O gg8s�C u, 0. aSg��s .L O C O C uN UCO�YIC .a �t E0 o yexi sm I� Ig z >a � a> O �w �w z_ J Z W 0 ON U 0W Fn O— w 06 > w � Q Z . 0 U IL 5 Ow F- o 2z o U LD >` mit-Seal 774 MAL Project Number: 187010590 File Name: C-232 Fst Fr n i. rW OW J J LL LL 00 Oa 0 W Q �z W Q J N a JMB JAM TW Drrn. Chkd. Ds in. YY.MM.DD Drawing No. C-232 Revision Sheet 0 78 of 114 C-1 2 82 N ENGLISH RANCH EXISTING CURB & GUTTER r EXISTING ROW SA r 1 I t t_f LIMITS OF CONSTRUCTION APPROXIMATE LIMIT OF NEW PAVEMENT SEE Cl 50+001,' G — r < Zlu - �r5 - .� v-1;r-`fir' �..-•— tom` .---�,-.J'—._.a..�. ' —+y-1 TREEPROTECTION C d ,6"X8" LANDSCAPE TIMBERS ` allu _I*r ra _r L I�., 1 EXISTING i t j "[ T. LIMITS 0 CONSTRUCTION EASEMENT z, I CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C154 89.36'42" 30.00' 46.92' 42.28' 1 S 44-37'52" E 4940 _.­ SA -- -- 52+00 CTIONS FOR DETAILr — T i--- -4 Be----�.— z r -T SA E 30 53+00 —+ — T�..0 I' 0 `e. - as Z ENGLISH RANCH I I I �I I 1 W 11- O �1 -7s Q ❑ °° I �6" VERTICAL C&G O, '� . t i `L.., < + s t; w n w n —-- �' — -- ------ �> `IY ROPOSED 8' ATTACHED WALK — — — _ _ _ _ `.L � W Z " � POT ERICF NERf77 I _� --- ----- -- n UCT. WI *LIGHT i:. r PROPOSED 6' WALK {r ar P i::'J _ 4 — ..1 , �T E' J [ ..r1--) } i t �i RESET 3 f2AIL WOOD CE RESET 3 RAIL WOOD FENCE 11 AI��-I (303 LF) LIMITS OF CONSTRUCTION EASEMENT CALVIN STROBEL MRD (179 LF) X WILLIAM J. WARREN TRUST LI ZIEGLER ROAD PLAN VIEW EAST FLOWLINE Ui w J c� LU O c� N N FRONT RANGE VILLAGE N N.6N N N HARMONY KEY MAP zY 1:30H0 30' 45' 60' I ■ ■ ■ ■ 1:5V1■t77r� 1 0 5' 7.5' 10' AQAn . . FOR REFERENCE ONLY . . . 4935 . . . . . . . . . 4935 . U . . Z . 4930 _z + O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4930 F-0 �N Q Ln Q LI) . F— (nO0 ZW �- o 4925 z — o W . . . . < 4925 ♦z Q + U 00— V1 w w z CO ........... 4920 . 4920 . . EXISTING GROUND . 4910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4910 1 50+00 51+00 52+00 53+00 54+00 55+00 56+00 56}50 4940 N .N m 4940 v v .v 10 4935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4935 . U . . Z oo 4930 z Z 4930 O N F7_ p �: N I I . Q Ln U tn0ZW + 4925 z F- 3i — oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO < . . 4925 O uJ . . . . . V) .Q + U DO . . . . . . . . . . . PROPOSED . . . . GROUND . . . . z . -zi ----- -0.62h 4920 0.72°io 4920 4915 . 4915 . EXISTING GROUND a a 0. a _ CL o to n 0)a n c$ 4910 . . m + - + 0 + 0 tr° + 4910 50+00 51+00 52+00 53+00 55+00 56+00 56+50 NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND SECTION LINE EDGE OF PAVEMENT PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER W J �� PROPOSED HANDICAP RAMP W/ 00 W DETECTABLE WARNING O; O a F—N W LJ <F CIf Z ZW W J V) C0 Z Zw O 0R Z O U .J ILL Z QW Oa O d pNxW Q c1 Z _~ W J W z= J ON W O U N LL Q W CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800=9224 987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PL N AP ROVAL G / APPROVED: 14161 ` City Engineer Dpte CHECKED BY: lA Water & Waste at r Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Z W Z > (rO d aW �w ZUr 0 W � W QU J J O U Z _ IV W J 0 w> J J — Er OWO ,N6Z >-� w o U WO o w Cr z O WO F— Z U _�W UU d =LLLL Li U Permit -Seal Ii 0 a: w J OJ LL 6—L 00 0 a wQ J Z ui g w 4D IV d f- Project Number: 187010590 File Name: C-233 Fst JMB JAM TW Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-233 Revision Sheet 0 79 of 11/Jt C' 1 282 oRID W SHEET - ARCH D i a v Y 0 1"! U DRIGMk SHEET - ARCH D . r I EXISTING ROW I 1 EXISTING EDGE OF ASPHALT PROPOSED STREET LIGHT POLE, TYP. — EXISTING EDGE OF ASPHALT EXISTING ROW 1 SECTION LINE HARMONY ROAD 97+00 — .. _ . . 9+00 _- 8. _99+00 -- - _ �--- ~- 0 O 0 EXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) ® EXISTING WATER VALVE (ADJUST TO GRADE) EXISTING WATERLINE (PROTECT IN PLACE) EXISTING WATER VALVE (ADJUST TO GRADE) < EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) EXISTING SECTION/SURVEY MONUMENT (ADJUST TO GRADE OR REINSTALL) EXISTING TREE (PROTECT IN PLACE) NOTES: 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. SCALE: 1 *400, �051 ;r. 052 -� 052 HARMONY ROAD KEY MAP 0 30' 45' 60, 1:30 % A , i 1 SAWCUT & REMOVAL OF EXISTING ASPHALT -C- REMOVAL OF EXISTING CONCRETE -L LL L L.LL l_L. PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS — LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PLA APP OVAL APPROVED: G 7 a City Engine V I Datel CHECKED BY: Wa & Wastewater U ' I a CHECKED BY: Al A Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date r) C y y 0I N V? N aD = E o, M 20 Lgto to v0 NN 0 m v; C) a� Q t c N C) 0 m 0u o,rn o C N H 20 'n K ; IS L E $�LaC c CIE. .8 e e— Y v g -s o 0 'gg.5 ga u st N so= $ � o x0 y E E yy o Fa 0Fna VJ I— Z wZ JIr 02w Cr aw �w O Z -j J ON Z — o� � wg J 0— w � U x Fn W w_ N }� Z LLJ 0O0 o Oww is o �f CIL U W U) OF lY0 2 V7 Z O L) LL LIL m U Permit -Seal tE C� C Q J CQ z Z:)g ,6 0- Z Z O� OV w W Project Number. 187010590 File Name: C-051 Fdp JMB JAM Tw Dwn. Chkdmn. YY.MM.DDYY.MM.Do Drawing No. C-051 Revision Sheet 0 8 of 1 /* C-i 282 OW) Q U Zw H(n Zw 0(n U FCONS TRUCTION LIMBS O 1 I RESET MAILBOXES Yam*"— RESET 3 RAIL WOOD NGE (303 LF) WILLIAM J. WARREN TRUST 4925 ?� =Z U Q e 4920 3 0 v � 4915 oa Go o g 4910 56+00 > N ORpW SHEEP - ARCH D ENGLISH RANCH x.- #._.. ... ,. SA _�.._...—_. EE DRIVEWAY DETAIL -- --- SA �.......—_..,._ G ENGLISH RANCH EXISTING ROW I SA�_— 27EGLER CONTROL LINE-- — - -- —_... /SECTION LINE v SA lJ- G 60+00 G 61+ 0 SHEET C-294 oo LIMITS OF CONSTRUCTION -APPROXIMATE LIMIT OF NEW PAVEMENT SEE CROSSECTIONS FOR DETAIL.t LIMITS OF CONSTRUCTION E TYPE 3 BA RICADE G G G 58+00 T G 59+00r +�0 r Fnt fis /"'� T -- E ` e -- - E E _ E -- - - --- i1AlliMb6 ii i1M1MM1lt! ►1141►I1�i#M#llN#Mi M�IFN1iMt00 0001E �i� M #0�►N •,^�\ � NF olrf MtMrl� N+T 5'X1O' CLAS 6 RIPRAP EXISTING ROW PTT STA STA 60+65.85 +6 PROPOSED 6', WALK END CURB (D ff�f3 _—— —————— — — — — —— -- �"' — — — — — — — — — — — — — — — — — — — — — — — — w k ri _.—._--.- ..._... _..._ _* ._ -_ e *_-..— * t--_�.*__.._�_— -- RESET 3 RAIL WOOD FENCE (16 LF) LIMITS OF CONSTRUCTION EASEMENT JAMES R. & ELINOR J. CHINN ZIEGLER ROAD PLAN VIEW EAST FLOWLINE 5 / +UU JV ' VV 1:30H0 30' 45' 60' 1:5V 0 5' 7.5' 10' 4940 W J_ LL 00 Q ft 0 n- IY W Wz W J J J 00 W � N F- Z 0 VI • ww . 4940 . . . . . . . . . . . . . . . . . . . 4935 z 4930 oa 0 a Z >>�� . . . . . . . . . . . . . . . 1: I- O . . . . . . . . 4925 Co zFrntn °=o . w W . I W . . . . . . . . . . . . 4920 N 4915 CLASS 6 RIPRAP . o . . . . . . 4910 F 61+00 J_ LL 0- 0 W uj IIx Lu J 3. W LL N � W AT77Xrp iV w J 0 w IV FRONT RANGE w VILLAGE N N N .6 d JOE HARMONY 1 KEY MAP s 0) N N N Co '$ E rn g S 0 t Ln 1100 0 E OMNO��u'c000 O O C N o Cu C) �0 0 m o 3C B a rn c 5 in N Li W 3 g$.II p N Y 0 "i bc 0 oEEor� �o ocno 7 I Ig I� NOTES 1) ALL MEDIAN CURB & GUTTER IS 1' OUTFALL UNLESS NOTED OTHERWISE 2) ALL NON —MEDIAN CURB & GUTTER IS 2' INFLOW PER LUCASS STANDARD DETAIL 701 UNLESS NOTED OTHERWISE LEGEND ---- - SECTION LINE EDGE OF PAVEMENT ® PROPOSED 1' OUTFALL GUTTER EXCEPT AS LABELED --- PROPOSED 2'INFALL GUTTER �\ PROPOSED HANDICAP RAMP W/ �I DETECTABLE WARNING CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1=800=922=1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PI AN APPROVAL APPROVED: D to City Engineer 1 CHECKED BY: M& Water & Wastew t r Utilit Date CHECKED BY: Ail r) a `D Stormwater Utility CHECKED BY: Date Parks &Recreation CHECKED BY: Date Traffic Engineer CHECKED BY: Date co z WZ 2W Lu OW, LL O W W cn zU J Z of Wg J LU U J ON U F— 0O FJ5 W U- LLI N W U LL LLF- OW O Z� OH Z O c o a UU) W 2z 2LL o U ti U Permit -Seal Fe 8 F W J OW J J LL E: 00 Q W 0 0- Of z W Q J Z U W IV D•. i-= Project Number: 187010590 File Name: C-234 Fst JMB JAM TIN Dwn Chkd. Dean YY.MM.DD Drawing No. C-234 Revision Sheet 0 80 of 111t'� C-1 2F 123+00 E I ;I I I I I � i I It v N i P U o m 'o v E > 0r �, 0 oa i u? N %n S$ DRIDRYL SHEET - MCH D W �11" \" STA. 124+54.09\ OFFSET: 70.44 L MATCH €XIST. _ NOTE GRADES SHOWN AS EXISTING REPRESENT DESIGN FROM PADS AT HARMONY. RAMP AND CURB RETURN TO BE _43STA. 125+56.62 �_ CONSTRUCTED WITH HARMONY ROAD OFFSET: 105.90 L IMPROVEMENTS. ALL STATION AND OFFSETS ARE FROM TH HARMONY CONTROL LINE - �~ STA. 125+63.07 OFFSET: 85.61 L I _ 4 ZEXIST14eWALK STA. 125+73.39OFFSET: 75.98 L<5�MATCFJ T -- --- --- --- --- W PROPOSED EDGE OF ASPHALT 4957.96 E.P 4 71 STA. 125+00 STA. 125+50 STA. 125+91.68 4960.21 F OFFSET: 64.07 L OFFSET: 63.52 L OFFSET: 70.86 L _-- -STA. 924+50- MATCH EXIST QD OFFSET: 18.67 L o rn o 4 4960.23 F.L. STA. 124+54.20 OFFSET: 18.66 L 1 STA. 124+72.51 - - - - - - OFFSET: 14.16 L a , .�.�,y�,,...y,: ya:.,...r•,v. _ .`. .,z+�•,vr-�rti .ryv=y:.y-: d e 3 124+00 125+00 HARMONY ROAD CONTROL LINE) HARMONY ROAD 4960.42 F.L. / STA. 124+50 OFFSET: 12.67 L N 4961.11 G.B. STA. 124+50 I OFFSET: 2.51 R 1 OFFSET: 60.39 R MATCH EXIST 4960.39 F.L. STA. 124+54.18 OFFSET: 12.67 L 6\ N 4960.73 G.B. STA. 125+00 OFFSET: 2.73 R OFFSET: 6.85 L 4960.21 F.L. STA. 125+72.04 OFFSET: 5.46 L GB \ n u? 4 STA. 125+50 OFFSET: 2.93 R STA. 125+00 STA. 125+50 OFFSET: 80.09 R OFFSET: 79.01 R MATCH EXIST MATCH EXIST III IIIII HARMONY ROAD/SNOW MESA INTERSECTION PLAN STA. 126+00 OFFSET: 6.87 L 1 d12 +0p - e - 4127+90 - - n - - - - .4 d. 1 4 60.24 F.L. STA. 126+00 OFFSET: 0.12 R Q °J 4960.24 F.L. i STA. 125+91.67 CFFSET: 0.09 L 4960.10 F.L. STA. 125+78.91 OFFSET: 6.83 L 4960.28 F 4960.26 F.L. 4960.1 F 4960.26 F STA. 124+61.18 STA. 124+62.36 STA. 125+72.92 STA. 124+55.18 OFFSET: 16.85 L OFFSET: 17.84 L OFFSET: 6.46 L OFFSET: 17.66 L 4960.29 F.L. STA. 124+71.88 OFFSET: 15.08 L 4960.21 F.L. Q O D O O STA. 125+72.04 OFFSET: 5.46 L 4 < 4 4960.30 F.L. Q a 414161L Q OFFSET: O O O 4960.22 F.L. 0 0 0 0 0 Q STA. 125+72.62 OFFSET: 4.56 L 4960.31 F.L.STA. 4960.36 F.L. 4 124+71.65 STA. 124+55.18 STA. 124+61.18 4960.35 F.L. OFFSET: 13.16 L OFFSET: 13.67 L OFFSET: 13.67 L STA. 124+62.18 OFFSET: 12.67 L 4960.34 F.L. STA. 124+64.73 WEST BULLNOSE GRADING OFFSET: 12.67 L STA. 126+03.27 OFFSET: 60.56 R MATCH EXIST CURVE TABLE (FLOWLINE) CURVE DELTA RADIUS LENGTH CHORD BEARING C1 90-10-06" 1 35.00' 55.08' 49.57' S 44026'51" E STA. 125+84.49 OFFSET: 6.84 L 4960.04 F.L. 4959.94 F.L. STA. 125+84.V STA. 125+90.9c OFFSET: 6.36OFFSET: 6.34 L O0O0O ti : I Qa 00000 O 4960.23 F 4960.20 F.L. STA. 125+84.57 STA. 125' 85.16 4960.20 F.L. OFFSET: 0.72 L OFFSET: 1.23 L STA. 125+91.19 OFFSET: 0.40 L EAST BULLNOSE GRADING - PADS FRONT RANGE VILLAGE HARMONY ROAD KEY MAP KEY NOTES TOUTFALL CURB AND GUTTER TINFALL CURB AND GUTTER 3O-CURB TRANSITION - - - GB GRADE BREAK CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPR VAL APPROVED: 4/t City Engineer � CHECKED BY:�tA Water & Wastewater Utility Date CHECKED BY:�S7�•-1L1ZT Stormwoter Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date q Fs C N N N ((O5 E=e$ 20 IOco rn v U N N E VM vi OO 'COO � y�oag$q ,t10 U O .., c cv c�C�C d o U 1 O, 0) o 0 Lo 0 x i 8 �I U) c.l uco 3 Eli tm 2022 gr�- pp 8 N 12. .2 p � 9 IOI 4 N o 0 8 F V! F- Z flr W Z 2W W OWI - / W U) z� o� QY CK W � ON UFj Z 5 Lu 0- W> W Q W O> N >- LLI U' � O IL W of � H c Z o Ix o U _d _ LL U Permit -Seal Fr W i M Q0 wZ U) Z O O0 u) O W � W IY I- Q Z = F- H Kj Project Number: 187010590 File Nome: C-290 Fst MCS Dwn. Chkd. Dsan. YY.MM.DD Drawing No. C-290 Revision Sheet 0 81 of 11,E L f C-1 2 82 CONSTRILI nON inns, OFFSET: 55.73 L PAVEMENT HARMONY ROAD CONTROL LINE I J cN 4946.17 F.L / CORBETT S HARMONY STA. 139+32.72 , / CORBETT STA. 11+77.60 k 4947.06 F.L. I 1 `V STA. 139+44. 4946.45 F.L.-G.B. OFFSET: 136.: STA. 139+21.75 OFFSET: 146.58 L OFFSET: 137.34 L 4947.94 F.L. 1 + .41 OFFSET: 84.55 L 4948.86 F.L STA. 13- 9+01.38\ OFFSET: 64.24 L OFFSET: 60.59 L K N N HARMONYROAD OFFSET: 19.91 R CURVE TABLE (FLOWLINE) CURVE DELTA RADIUS LENGTH CHORD BEARING C1 62'28'28" 35.00' 38.16' 36.30' N 59*20'17" E C2 28'O6'03" 35.00' 17.17' 16.99, N 14'03'02" E C3 90-36'41" 5.00' 7.91' 7.11' N 45" 5'08" E C4 118'06'03" 2.50' 5.15' 4.29' S 30'56'58" E C7 151'S3'57" 2.50' 6.63' 4.85' N 75-56'58" W C8 20'07'20" 30.00' 10.54' 10.48' N 10-00'27" E C9 157'44'41" 2.00' 5.51' 3.92' S 81'03'33" E C10 2'08'00" 50.00' 1.86' 1.86' S 01'07'12" E C11 69'26'55" 25.00' 30.30' 28.48' S 34'4640" E C12 7'47'54" 1 300.00' 40.83' 40.80' S 73'24'04" E C13 12'23'55" 100.00' 21.64' 21.60' S 83'29'59" E C14 90*19'21" 35.00' 55.17' 49.64' N 44'16'51" W C15 161'14'06" 2.50' 7.04' 4.93' N 09'59'56" E C16 89*19'48" 5.00' 7.80' 7.03' S 44'43'07" E C17 109*26'05" 5.00' 9.55' 8.16' S 54'39'50" W ORI W SHM - NICH D PROPOSED EDGE OF PAVEMENT 10 1 OFFSET: 66.90 R 4949.87 E.P. STA. 139+10 OFFSET: 68.90 R SEE NOTE 1 LINE TABLE (FLOWLINE) LINE LENGTH BEARING L1 85.14' N28006'03"E L2 0.64' N00000'00"E L3 32.56' S00003'13"E L4 35.10' N89026'31'W L5 1.21' N89032'49"W L6 82.43' N28006'03"E L7 38.01' S00000'00"E L8 105.00' S00003'13"E L9 0.75' S20.04-OT W L10 10.80, N00603'13'W 11-11 102.75' N00003'13'W L12 61.00' S00003'13"E L13 37.51' S70°37'07"E L2B 36.24' N89-23-01"W L29 7.20' N00°03'13"W gaz)U.ou r.L.-k'.o.i n STA. 139+50 OFFSET: 18.69 R OFFSET: 68.90 R OFFSET: 60.49 L K STA. 140+00 OFFSET: 17.47 R ASPHALT CONTRUCTION LIMITS STA. 139+53.05 OFFSET 104.10 R MATCH EXIST F.L. INTERSECTION PLAN T 4946.57 F.L. HARMONY STA. 140+22.73 CORBETT STA. 11+77.62 I - 1 CORBETT STA. 11+77.60 OFFSET: 117.20 L OFFSET: 82.69 L OFFSET: 64.93 L OFFSET: 60.06 L 4948.06 F.L_-H.P. ,K STA. 14 +46.96 csi OFFSET: 60.08 L NOTE 1 OFFSET: 1219 R OFrSET: 15.10 R STA. 140+39.42 OFFSET: 63.77 R MATCH EXIST NOTE 1 OFFSET: 81.51 L 4948.50 F.S.-G.B STA. OFFSET: 79.89 L 4948.63 F.S.-H.P. STA. 139+ 8.05 OFFSET: 7?.52 L 4948.51 F.S. STA. 139+27.51 STA. 139+07.63 00 FFSET: 75.25 L OFFSET: 76.19 L 00 o° 00 4 - 1.25%-� STA. 139+10.74 4948.78 F.S. OFFSET: 74.56 L STA. 139+5.82 15.96 494&73 ES, OFFSET: 6L 1 25%' STA. 139+10.56 OFFSET: 70.04 L �°�° 4948.57 F.S. �• 4948.84 F.S. STA. 139+32.67 STA. 139+09.60 STA. 139+11.94 OFFSET: 69.31 L OFFSET: 64.11 L OFFSET: 69.64 L 000000 STA. 139+05.33 4948. F.L. 4948.85 F.S.-H.P. OFFSET: 63.19 L STA. 139+11.33 STA. 139+11.33 4948 83 F.1 OFFSET: 60.59 L OFFSET: 63.19 L o F'SET9 s°o.s9� WEST ISLAND SIDEWALK GRADING STA. 13 495D;9j"F 950.13 F.L.OFFSET:STA. 139+12.67OFSET:10.61 44950.12 E.L. STA. 139+05 4950.16 F.LOFFSET: 11.4 STA.1 : 8.3 16OFFSET: 8.30 LSTA. F.L. 139+05.46 44950.21 950.17 F.LOFFSET: 7.12 L S A. 139+18.86OFFSET: 6.38 L 4950.18 STA. 139+1 4950.20 F.L. OFFSET: 7.0 yTA. 139+13.56 4950.2 OFFSET: 6.10 L OFFSET:96� 046 WEST MEDIAN AND CROSSWALK GRADING EXISTING RIGHT OF WAY BY FRONT RANGE VILLAGE EDGE OF ASPHALT SECTION LINE 4945.33 F.5.-U.B. STA. 140+33.66 OFFSET: 74.01 L STA. 139+41.82 OFFSET: 75.94 L OFFSET: 75.41 L 4948.27 F.L. STA. 140+32.46 4947.85 F.S. STA. 139+44.82 OFFSET: 72.40 L STA. 140+37.88 OFFSET: 75.44 L OFFSET: 69.70 L 4948.39 F.L. STA. 140+31.52 4947.99 F.S. STA. 139+44.89 OFFSET: 71.72 L STA. 140+39.25 OFFSET: 69.44 L OFFSET: 65.80 L 75 F- 4948.08 F.S.-H.P. STA. 14 + . 8 STA. 140+39.25 OFFSET: 6L OFFSET: 63.08 L ° 4947.69 F.000.0000 4948.02 F.L. STA. 140+23.88 STA. 140+39.25 OFFSET: 71.64 L o " OFFSET: 60.09 L o o STA. 140+23.94 00 W 2 % • OFFSET: 65.64 L no J e _ STA. 140+26.94 OFFSET: 65.67 L 0 o ° 4947.98 F. STA. 140+32.24 OFFSET: 65.73 L 4947.99 F.L. 4948.05 F.S.-H.P. 45 F.S.-G.B. 4948. 45 F.S.-G.B.STA. 140+33.25 STA. 140+33.25 STA. +41.89 OFFSET: 60.09 L OFFSET: 63.09 L OFFSET: 69.41 L STA. 140+33.25 OFFSET: 64.73 L EAST ISLAND SIDEWALK GRADING 4949.73 F.L. STA. 140+31.94 STA. 140+39.26 OFFSET: 2.30 R OFFSET: 1.32 R STA. 125+84.49 0 0 4 BOFrL 4949.78F.L. OFFSET: 6.84 R 0°00 STA. 1 .26 OFFSET: 3.25 R 4949 4949.82 F.L.-H.P. STA. 140+27.68 STA. 140+39.26 OFFSET: 5.57 R 00o 000 4 OFFSET: 6.28 R STA. 140+33.26 4949.74 F.L OFFSET: 5.35 R STA, 140+39.25 OFFSET: 11.25 R STA. 140+31.75 OFFSET: 8.30 R 4949.7 STA. 140+33.26 EAST MEDIAN AND CROSSWALK GRADING OFFSET: 7.44 R NOTES 1. TRAFFIC SIGNAL POLE SEE SHEET C-145 FOR DETAILS LOCATIUON AND SIGNAL DESIGN. KEY NOTES 1� OUTFALL CURB AND GUTTER 2O- INFALL CURB AND GUTTER CURB TRANSITION - - - GB = GRADE BREAK CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY L APPROVAL APPROVED: L City Engineer Date ' CHECKED BY: 1�1� Water & Wastewa er Utility CHECKED BY `-Date - Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 0 C n V<CNI CIO kS s§ 2 u! v U N N E ° $ j 6 Vcri O'a 1 U ° C t F_ °oo s°ro N o rn 0) U g$axe C y w x OJ U) bb OD .2 s! 3 B e 0 `s$QR- I °Yo x.e pp N �p O« a 'E 9 5 - ifo 0H0a H W 2 >a Z LLI WO aw �w Z LIJ 0 J J O U Z IV W J (-9 w_ g J - > W 0 W O N ad LLI U O u- rO Z 0 w � c 0 0 U� a? _� i° U Permit -Seal Project Number: 187010590 File Name: C-291 Fst F c 0 .Ln Of MCS fin. Chkd. Dean. YY.MM.DDChkd. Dsan. YY.MM.DD Drawing No. C-291 Revision Sheet 0 82 of Ill 4 C-1 281 OFFSET: 70.19 L OFFSET: 64.21 L 4931.25 F.S. STA. 157+51.11 OFFSET: 64.40 L N G 4930.83 F.L. (V OFFSET: 261.53 L -2.0% 4929.53 F.L. 4931.05 F.L. STA. 157+74.22 STA. 158+24.5 OFFSET: 266.42 L OFFSET: 223.19 L MATCH EXIST LIMITS OF !� CONCRETE 1 I { U W J 0 F.L. STA. 11 V . 157+157+4 70.85 OFFSET: 228.77 L w O N of I 4930.90 F.L. , I STA. 157+53.43 4931.11 F.L. OFFSET: 94.68 L 2 STA. 158+19.4 FFSET: 108.62 L 4930,47 F.L.- STA. 157+35.86 OFFSET: 104.05 L a 4930.78 F.L. /I STA. 157+58.21 OFFSET: 93.44 TA. 157+21.04 �R o OFFSET: 79.22 L a 4930.9E F STA. 1570V4 OFFSET: 52.73 L 4930.8E F.L.-G.B. STA. 157+16.16 OFFSET: 73.80 L 4930.77 F.L. STA. 156+997 OFFSET: 68.06 L � I fix$ LIMITS OF CONCRETE - - 4931.10 OFFSET: 52.03L 3 C2 4931.17 OFFSET: 46.02L 4931.28 F.L ROAD STA. 157+29.58 i HARM ONY OFFSET: 50.99 L ' 4931.3z OFFSET: 33.02E 4 � 7 4931 A6 STA. 156+97.10 'OFFSET: 19.01 L 2' INFALL CURB &GUTTER 2' OUTFALL CURB & GUTTER OFFSET: 4.10 L i SEE DETAIL C-600 --- ° a° _-- 156+00 3 ea OFFSET: 16. + 155 00 04 FFSET: 15.40R 4931.79 1 OFFSET: 12A3R 0, ESET: 13.91 R 4931.45 F.L. STA. a931.60 o 155+25.50 4931.e9 +OFF$TE: 27AOR 493126 OFFSET: 0.31 L 1 I! 493z.ae -00F FSET: 24,43R OFFSET: 26.92R OFFS ET: 28.89R i 1 LO 4931.97 1931.10 A,4031M OFFSET: 43. `1' OFFSET:4125R LIMITS OF CONCRETE A,4932.19ET: 37.nR `� OFF3 OFFSET: 39.52R 1932.01 1930.9E 4931.98 +pFFSET: 56. R STA. 155+25.57 4M231 OFFSET: 49.76R OFFSET: 519R OFFSET: 5329R OFFS 7 ...4931 27 OFFSET: 83.09R OFFSET: 58.93 R OFFSET: 69.5AL-0.9% 4930.93 F. STA. 158+14.6 OFFSET: 65.62 a LIMITS OF CONCRETE 4930.17 F.L. I STA. 158+47.54 OFFSET: 105.61 L 4930.01 F.L STA. 158+62.87 OFFSET: 79.91 L STA. 158+75.40 OFFSET: 15.19 L 4 0. -� STA. 158+50.15 - - OFFSET: 64.54 L - - - 2 _ 4930.52 F.L. J A. 158+ 1 1� OFFSET: 50.36 L 7 \ / v T�.��•vc r. +OFFSET:BB.19� 4930.67 �y AU STA. 158+07.9 3 CS493o.e1 MSErPAIL "''yyyyy/7 0 1 K oFFSeT:6804L p� SEE NOTE 1 ' a u? 4930.69 knET4186L ofSEE NOTE �R OFFSET:4821 L _-a93o87{,1 6 OFFSET:d306L0.57r L6 3: 493U 56 0 _ OF FSET: 45.09L 4930.88 OFFSET: 37.0/L tV i STA. 157+54.59 3 4930.65 OFFSET: 37.66L 1 G3 4931.02 n 2 OFFSET: NAOL FFSET: 54.83 L OFFSET: 42A7L .89L 4930.48 F. 2 1. 3 4930.50 F.L 4 STA. 158+ 5.33 493oa +o�Er:ua6L O FSET: M.25L STA. 158+43.42 STA. 158+47.43 493o.ee OFFSET: 45.53+c4M4ET:24.86L OFFSET: 60.35 L 4930.84+ OFFSET: 46.86 OFFSET: 26.06L 3125E +4931.09 OFFSET:2 L 1 F.L. 4 1. OFFSET: 29A6L 4 F N 1930.01 STA. 157+49.43 �� STA. 158+42.690 04T 2a OFFSET: mA1L + 8 OFFSET: 50.30 L 4931.16 92 OFFSET: 52.31 L WFo�sEEi:12mL 1 oFFser:lo.e4L 160+00 OFFSET: I6ML O FSET 3.61E 3.19 I 4931.40 4930.+ .5F.159+� OFFSET: 1723E STA. 158+61.50 .w a930.06 o�s�:2.66R OFFSET: 12.70 ESE .a4 n OFFSET:OmL 2 oFFSET:1.16a M � OFFSET: N -. 158+00 3 - 4930.71 F.L. _STA. 157}39.71 TA. 158+44.98 _- - OFFSET: 2.62 R - . �FFSE 13.87 R 4e3o. 4931.18 4930.es OFFSE 19.5E OFFSET: 17A2R OFFSET: 18.74R STA. 158+63.23 4931.50 F.L. 49M OFFSET: 18.77 R STA. 157+22.87 493060 OFFS :3433R OFFSET:32A9R It 4930.66 F.L. OFFSET: 3.5E R LIMITS OF e o STA. 156+61.25 OFFSET: 30.63R I ie a ri CONCRETE oI OFFSET: 18.67 R I 4"F 0.43 C ` 4930.n OFFSET: 46.S9R 9n. i OFFSET: 44.81 R FFS :16.36R 4929.55 4928.99 F.L. 493o2e OFFSET: 60.36 R STA. 158+61.89 493o.eo I #oFFSEr:56.eoR 4929.34 OFFSET: 72.17 R +OFFSET:56.81 R OFFSET: 68AO - 1930.18 A,4930.48pFFSET: 86.NR 2 - - 2 OFFSET: 84MR 493k.57 � � STA. 157+73.89 % r Il I OFFSET: 73.58 R 4929.04 F.L. - - a STA. 158+72.42 _ _ - •Q OFFSET: 71.11 R 4930.70 F.L. SEE NOTE /1 ---- STA. 157+12.84 °� 4 - - ---- "^ _- OFFSET: 64.99 R LIMITS OF _. ----- CONCRETE STA. 158+29.96 OFFSET: 100.3E R 4 3 MATCH EXIST SEE NOTE #1 9 I STA. 157+76.92 S 157+67.73 OFFSET: 95.23 R 7 4929.7E F.L. MATCH EXIST F OFSET: 94.35 R + I STA. 158+30.63 1 ;MATCH EXIST i O�MATCHIEXIST I, OFFSET: R ) I I MATCH EXIST 4931.25 F.S./HP HARMONY ROAD/ZIEGLER ROAD INTERSECTION PLAN STA. 158+08.80 OFFSET: 65.26 L OFFSET: 59.28 L STA. 158+07.23 OFFSET: 58.30-L 4930-97 F.L STA. 158+07.17 OFFSET: 57.17 L I o°"°"°"° C_--- OFFSET: 54.25 L 4931.38 F.S. HP STA. 157+43.23 OFFSET: 56.51 L STA. 157+29.80 4931.22 F.L. OFFSET: 50.98 L STA. 157+37.77 OFFSET. 50.70 L WEST ISLAND MEDIAN SIDEWALK GRADING N 4931.55 F.L. STA. 157+31.28 $ STA. 157+30.00 OFFSET: 1.77 L t OFFSET: 0.84 L i 32 o m STA. 157+24.04 -- -- - °° ° v` 4931.50 F.L. i `o OFFSET: 2.16 L STA. 157+39.22 o' OFFSET: 1.58 R °° STA. 157+23.90 - ° ° 4931.43 F. . o STA. 157+38.80 a OFFSET: 2.59 R ca o OFFSET: 3.45 R i.. i 4931.46 F. . STA. 157+29.90 STA. 157+30.89 ^� OFFSET: 2.73 R OFFSET: 3.76 R N� WEST BULLNOSE AND CROSSWALK GRADING i� OFFSET: 70,54 L 1 STA. 157+45.89 OFFSET: 71.15 L STA. 157+43.64 OFFSET: 72.39 L STA. 157+40.72 ° OFFSET: 67.15 L ° °° 00 STA. 157+42.40 ° OFFSET: 66.22 L STA. 157+42.65 OFFSET: 64.66 L I 3SET1A. 1p7tov.00 OFF: 64.08 L ORIGM4L 94MT - ARCH O OFFSET: 61.00 L STA. 158+13.61 31A. I DOt 41. LY OFFSET: 64.81 L OFFSET: 60.65 L 4930.98 F.L. 4930.52 F.L. STA. 158+13.61 STA. 158+57.46 OFFSET: 64.81 L OFFSET: 61.65 L 4930.61 F.S. STA. 158+56.22 STA. 158+11.63 o OFFSET: 58.33 L OFFSET: 58.97 L ° °o ° °o° o 00 °o0 4930.52 F. . 0 °° 4930.93 F.. 00 o STA. 158+63.47 STA. 158+11.63 00 STA. 158+42.94 OFFSET: 59.29 L OFFSET: 58.97 L °0 OFFSET_55A3 L 4930.5E F. . STA. 158+62.94 OFFSET: 57.65 L STA. 158+12.48 OFFSET: 57.65 L STA. 158+46.07 4930.71 F.S.-H.P. ° o OFFSET: 54.74 L 00°0°0° STA. .94 4930.85 F.L. OFFSET:T57.65 L STA. 158+11.06 OFFSET: 53.59 L 49 _ 4930.64 F.S.-H.F 4930.83 F.L. STA. 158+56.08 STA. 158+54.95 STA. 158+08.72 OFFSET: 50.91 L OFFSET. 57.75 L OFFSET: 52.29 L STA. 158+56.72 4930.59 F.I OFFSET: 49.93 L STA. 158+62.54 NORTH MEDIAN & EAST ISLAND SIDEWALK GRADING OFFSET: 46.30 L 4930.6. 4930.62 F.L. STA, 158+53.45 4930.58 F.L. STA. 158+56.59 OFFSET: 12.44 R STA. 158+60.47 OFFSET: 46.51 L OFFSET: 13.67 R STA. 158+45.82 0°0° OFFSET: 13.03 R 4930.65 F.L. STA. OFFSET. 3.. 13.48 48 R o°000 STA. 158+45,58 co OFFSET: 14.94 R 4930.64 F. STA. 158+60.32 OFFSET: 17.63 R STA. 158+53.10 4930.69 F.L. OFFSET: 17.40 R STA. 158+54.34 OFFSET: 16.47 R EAST BULLNOSE AND CROSSWALK GRADING 0 4930.61 E.P. - - STA. 160+44.17 OFFSET: 60.69 L LIMITS OF CONCRETE OFFSET: 16.31 R 161+00 CURVE TABLE (FLOWLINE) CURVE DELTA RADIUS LENGTH CHORD BEARING C1 24'20'15" 56.46' 28.23' 28.02' N 29'58'08" E C2 135*17'50" 1.00' 2.36' 1.85' S 25'30'40" E C3 86'39'03" 5.00' 7.56' 6.86' N 43'30'53" E C4 161'37'55" 2.50' 7.05' 4.94' N 80'37'35" W C5 106*12'57" 5.00' 9.27' 8.00' S 53'16'03" W C6 160*44'47" 2.50 7.01' 4.93' N 06'44'55" E C7 93*02.161, 5.00' 8.12' 7.26' S 46'21'34" E CS 89'28'24" 40.00' 62.46' 56.31' S 42'05'25" W C9 91'45'34" 25.00' 1 40,04' 1 35.89' N 47.1WAR" W HARMONY ROAD CONTROL LINE LINE TABLE (FLOWLINE) LINE LENGTH BEARING L1 19.87' N86050'25"E L2 38.78' N00011'22"E L3 20.80' S18033'27"W L4 8.07' N00009'35"E L5 39.17' S73°37'29"E L6 38.23' 1 S87°07'18'W - PADS C FRONT RANGE VILLAGE --1 HARMONY ROAD I 11 pi NOTES 1. TRAFFIC SIGNAL POLE SEE SHEET C-145 FOR DETAILS LOCATIUON AND SIGNAL DESIGN. 2. ALL STATION AND OFFSETS ARE FROM THE HARMONY CONTROL LINE KEY NOTES - OUTFALL CURB AND GUTTER 2�- INFALL CURB AND GUTTER CURB TRANSITION GB GRADE BREAK CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY LAN APPROVAL APPROVED: City Engineer VD CHECKED BY: Ali. W,atger &Waste at r Utility Date CHECKED BY:LY Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date M_ �4MaD Eo a g O LO to C O� �+ n a0 00 9i O eF 0� u L a �• a I• d C 0 U Q1 01 N NxE� y n (C 0> -If 1n ON c SaN li OD t0i ; o'ba ais u ?pS .B.Qs 1=BsE C oy8rn y �a S�ino 0 i 3 F-- F- Z fl- W Z Wg O- W D_ -I W �w do co Z W of Up J ON Z J CD- J UFJ5 W> W Ix W 06 U o Lj-O0 >--< O LLI 0 .s Q �D_ W 2 W0 Z U U co = � r Li m U Permit -Seal Project Number. 187010590 - File Name: C-292 Fst Fo ry 0 Q IY U W J -J CD W W N 00 00 W Z U)0 W � 1- < Z Q H MCS Dwn. Chkd. Dsan. W.MM.DD Drawing No. C-292 Revision Sheet 0 83 of 1 VIIA C - 1 282 co c%j --�_ _- W - W � p a N Z > O 'Q Q APe 492bIA.6.35 F.L 926.35 F.L. PROPOSED BASEMENT _. -_- 4 M. + • OFFSET: 77.59 L OFFSET: L i OFFSET:+17.43 L 0.67E -.-. L44 d °'° • +, L137,14 1 p p 1 .♦ ° ♦e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - ♦ n n > 4926.21 F.L. RADIUS MIDPOINT ♦ 1♦ .. 1 • • ° �0) a ..� �" .n .♦ d ° SEE NOTE 1:1 ➢ hk ♦ "n : •n / ° � ° ' e, a t+ A e A P F ° P P ° A P O P __ ♦ •♦ d ➢ n A �' a♦ e d ♦ � d ♦ _ ems_ L136 - _.. 4925.53 F.L. 4926.15 F.L. 2 A. + OFFSET: 40.85 L MATCIfi EXIST f.t.- - - 4 F. STA. 21+19.36 STA. A, 20 20+97.86 .OFFSET: 45.45.�_--- + OFFSET: 50.94 L _ _ _ I I OFFSET: 41.43 L 4927.43 F.L. K 4925.96 F.L. A. A. 0+ . I` OFFSET: 4.86 L + . OFFSET: 55.82 L RADIUS MIDPOINT L128 ° a P f• a `/ \ P b e p A e ZIEGLER ROAD M C136 / iL134 N e e_ 1 A - 4925.61 F.L STA. 21+96.43 ° OFFSET 77.79 L SEE NOTE 1 PROPOSED ROW -� e• n a ♦ ° ° ° 4 �+ ♦ a a Aa . 'M e'- ♦ .. lie. t' A < ♦. 2 OFFSET: 51.78 L K 4926.70 F.L. % 'TA -TZ�+ T.53 / OFFSET: 7.69 L 22+00 0 n v / rn 23+00 M LO v In 0.64% 1 Ge 4927.30 F.L M re) r7 + U U _j -r 4926.78 F.L. OFFSET 2.14 R ��JS�Dpajf� K be v, CV J U U J J L159 1 _ C � ' L'155 a '. , . �. _ L156" o c�� CID JVU U J L157 FRONT RANGE VILLAGE • 1 C�� li�i r � .• Icl -_ •-.gym KEY MAP NOTES 1) TRAFFIC SIGNAL POLE PER SHEET C-147 FOR LOCATION AND SIGNAL DESIGN 2) ALL STATION AND OFFSETS ARE FROM ZIEGLER ROAD CONTROL LINE. 24+00 I KEY NOTES 4925.65 F.L. 4926.56 F.L. 51A. 22+06. x 5 . + . q 1 1 46.36 R to OFFSET: 14.69 R 4925.86 F.L.OFFSET: 4921.80 F.L. 4925.75 F.L. + 2 21+1U.2t,STA. 21+44.03 SIA. Zl+ts/.9/­SEE NOTE 01 OFFSET: 55.17 R OFFSET: 52.91 R OFFSET: 49.71 R _ 2 SEE NOTE #1 Q Q e ° 7 - ° -oar--." - -�-o-�6� _ _ _ n C147 , y A D o eP ° n ♦ - xLP - ° . ° e n Q ° STA. 20+85.57 ® OFFSET: 4954.17 ° 4925.89 F.L. e T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ e ♦ 00 r7 J 4926.08 F. ^ HIGH POIN ° ,p STA. 21+10.F6 OFFSET: 79.56 R I 4925.E STA. 21+10.2 492 OFFSET 109.02 T,� MATCH EXIST F.Lj O SET MA CH E I I �� 1 a D pd la' 'e ea -A. 'd, p♦_ P. d 'D .. p♦. P,n e • 4926.74.F.t.: p ,dA ', d A '3. d'e n Qn ° ,_ n. ° e ,. .. ♦. p•.' __°. ♦. d '♦e', '$' .'�:. .e _., . �.. ° r.., Q .♦ n^• "° RADI S°MIDPOINTn 4925.59 F.L STA. 21+444.CP4. • . ,. e + e ° ° OFF3E7: 60.40•R OFFSET: 44.73 R ♦ e n � .. e PROPOSED ROW 925.76 F.L. T o0 4926.05 F.L. 2 • STA. 21+89.94 OFFSET: 78.70 R Co r � 49 5.63 F.L. - - - - - - - - - - - - - - - - - - - - - - - O 1Np LA li�00X w ♦ _ - - - - L1 'r - - - - - - - - - - 105.51 R 1 1 J N N OFFSET- �+ w a x 0 w x (6 uWi� Ae rn < ,� 492 .43 F.L. 'o . W m < I ^� �^ 4925.51 F.L. ' ;A OFF�ET: 118.18 3 R F.L. '14925.19 F.L. I STT-2r+3srn OFFSET 139.52 R MATCH EXIST F.L. �A 0 oa m M jn U tV 0 �g i� N DRICIN& SHEET - ARCH D �p�`LrO �gL6, OFFSET: 121.41 R MATCH EXIST F.L. A �O U OFFSET: 139.41 R MATCH EXIST F.L. INTERSECTION PLAN OFFSET: 126.81 4925.071F.L STA. 21+77.88 OFFSET: 1139.36 R I 4925.0� 957F4u E=210669. MATCH EXIST F.L. LINE TABLE LINE LENGTH BEARING L116 297.04 S00'15'22"E L126 195.42 N00'41'12"E L127 5.00 N89'48'13"W L128 292.43 SOO'41'12"W L133 5.59 N00'11'47"E L135 4.20 S89'48'13"E L136 9.77 S00'11'47"W L137 10.38 N89'56'26"E L138 29.46 N88'54'28"W L139 5.61 SOO'16'56"W L140 3.65 N22'05'01"E L141 4.15 N89'43'04"W L143 10.02 N59'16'58"W L144 35.80 N89'45'08"W L147 1.12 S89'56'26"W L153 5.00 N89'43'04"W L154 1.76 S00'00'00"E L155 34.27 N00'00'00"W L156 52.38 N00'46'53"E L157 93.54 N01'28'35"W L159 36.70 N00'00'00"W L160 197.08 N01'28'35"W CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C130 90'29'26" 1.00' 1.58' 1.42' N44'33'30"W C131 89'30'34" 1.00' 1.56' 1.41' S45'26'30"W C135 156'48'05" 2.00' 5.47' 3.92' N78'12'16"W C136 8'23'48" 25.00' 3.66' 3.66' S19'11'47"W C137 104'48'07" 1.00' 1.83' 1.58' S37'24'10"E C138 90*00,00" 1.00' 1.57' 1.41' N45'11'47"E C139 90'15'10" 25.00' 39.38' 35.43' N44'55'59"E C140 91'20'55" 25.00' 39.86' 35.77' S45'25'05"W C141 158*11'55" 2.00' 5.52' 3.93' S78'49'02"E C142 6'32'49" 25.00' 2.86' 2.86' N18'48'36"E C143 105*15'16" 1.00' 1.84' 1.59' N37'05'26"W C144 90'00'00" 1.00' 1.57' 1.41' S45'16'56"W C145 30*11'25" 25.00' 13.17' 13.02' S74'22'40"E C146 30'28'10" 25.00' 13.29' 13.14' N74'31'03"W C147 89'45'07" 25.00' 39.16' 35.28' S44'52'34"E C150 88'50'53" 25.00' 38.77' 35.00' N45'31'00"E C156 90*16'56" 1.00' 1.58' 1.42' N45'08'28"E C157 89'43'04" 1.00' 1.57' 1.41' S44'51'32"E C158 0'46'53" 97.75' 1.33' 1.33' S00'23'27"W C159 2-15'28" 102.25' 4.03' 4.03' 1 N00'20'51 "W C161 1-28'35" 500.00' 12.88' 12.88' 1 N00'44'18"W 1a-OUTFALL CURB AND GUTTER __INFALL CURB AND GUTTER GB GRADE BREAK CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APP OVAL APPROVED: L� G City Engineer Date CHECKED BY: NA W,,aat�trrer & Wasteewoteer Utility Date CHECKED BY• (_ 9r,/L0T Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date pli q H W >EL z Of OJ a> W 0 W Q J J O U Z N N W J (. W_ J - > W Q W >O N CD 9 O 0 W W O� of vi z o U UU) 2LL ti U Permit -Seal 33774 Ei Project Number. 187010590 File Name: C-293 Fst MCS Dnn, Chkd, )*an. YY.MM.DD Drawing No. C-293 Revision Sheet 0 84 of 1 V*4 C - 1 2 82 a� C0 tV r i V HARMONY ROAD CONTROL LINE 164+50 STA. 164+70.03 OFFSET: 11.80 R HARMONY ROAD 165+00 - r r 165+50 \4926.95 F.L. STA. 165+17.64 OFFSET: 10.97 R - - - - -4927.50 4927.31 E.P. J ' STA. 165+16.05 STA. 164+66.84 _ _... r-'- L2 OFFSET: 72.22 R _- OFFSET: 71.73 R \ 4926.95 MATCH EXISTING STA. 164+76.83 OFFSET: 92.71 R 4926.61 E.P. MATCH EXISTING STA. 165+06.02 NOTE OFFSET: 92.63 R ALL STATION AND OFFSETS ARE FROM THE \ HARMONY CONTROL LINE nHARMONY HOUSE °q + 00 to 4.ZIE LER ROA q°. STATION CO TROL LIN ALL AND OFFSETS ARE FROM THE ZIEGLER CONTROL LINE 0 1 4 Q ° O I 1 ■ I �i. d.. I I W &922.22 E.P.-H.P. q. STA. 57+24.19 J STA. 57 24.17 OFFSET: 52.31 R fn 47.26 R +OFFSET: V q' 4921.92 E.P. 4922.10 E.P. I STA. 57+24.20 OFFSET: 56.31 R W STA. 57 24.16 N OFFSET: 41.26 R <o STA. 57+19.30 4922.05 B. I 4921.05 E.P. OFFSET: 103.82 R . STA. 57+2 .13 q L STA. 57+19.81 _ _ OFFSET: 73.05 R - 491 29 E.P. OFFSET: 3 .28 R I STA.I57+19.12 L OFFSET: 114.82 R 4924 F.L. i '- L8 MATCH EXIST ' 5% = 2C7 STA. 7+24.13 ° ' ° d° ,. OFFSE 30.76 R 4921.7 F.L. 4 STA. 5 +04.12fd9;2 g ,OFFSE 30.60 R �� + }} 4922.2 B.C. , 4921.20 E.P. S9A. 59+OP.74 - - -STA.--574--07-.97_ - - - -,E)FFISET: 114.65 R STA. 5 +01.13 QFFSETJ 31.07 R OFFSET: 72.98 R MATCH EXIST 4922.125 E.P. STA. 7+04.16 I I I 4922.06 E.P. STA. 57+04.20 4919.67 E.P.-G.B. OFFS T: 41.10 R ° I OFFSET: 56.36 R STA. 57+07.80 I OFFSET: 103.73 R 4922.27 E.P.-G.B. STA. 7+04.17 ° STA. 57+04.19 OF T: 47.10 I OFFSET: 52.10 R s ' SEE NOTE #2 a I 0 0 �,L INN PROPERTY ENTRANCE 0M 0 DRIGIIYL SM1W - MM D PROPOSED ACCESS 4935.99 E.P. I EASEMENT I STA. 148+70.96 _ _ -- _-_ _ _ _ 4935.58 123.13 L - --- STA. 148+95.31 E.P. _ _OFFSET: MATCH EXIST I /�� I OFFSET: 126.20 L MATCH EXIST 4935.93 F.L. STA. 148+51.60 OFFSET: 122.85 L I 4935.31 F.L. MATCH EXIST II; I STA. 149+14.24 - - - - - - -HI - - - - I OFFSET: 126.45 L 4937.24 F.L. II I MATCH EXIST STA. 148+42.10 I I OFFSET: 98.83 L I I ; 4936.30 4937.19 I j MATCH EXISTING MATCH EXISTING I 4937.60 .I�� ------I d 4937.72 l 4936.14 d �... 4936.22 d q �/O i' /,;5� s`5�ii`5!ts!vfi�sr .,s /.�.lL/11�//�i%; �; �.-. . q 5 W 4938.50 F.L. STA. 148+12.26 OFFSET: 84.77 L EXISTING CURB & GUTTER TO REMAIN W 4937.60 F.L. STA. 148+50.00 OFFSET_: 83.39 L 4937.60 F.L. STA. 148+27.99 OFFSET: 88.26 L W ,4937.14 F.L. STA. 149+00.00 OFFSET: 86.92 L HARMONY ROAD HARMONY ROAD CONTROL LINE 148+50 149+00 149+50 nHARMONY AND PARAGON L NOTE: ALL STATION AND OFFSETS ARE FROM THE ZIEGLER CONTROL LINE NOTE: ALL STATION AND OFFSETS ARE FROM TH JA ZIEGLER CONTROL LINE STA. 27+81.46 OFFSET: 72.34 L q 9V• q q, 4 41 q I a ..e 4928.07 F.L. STA. 27+51.43 OFFSET: 79.28 L ° d - - - - - - d ° 4927.65 F.L. r STA. 28+12.68 OFFSET: 37.67 L , ZIEGLER ROAD op CONTROL LINE + 00 N I I la I 49 6.92 F.L. ST . 27+14.09 OF SET: 44.25 L I Q L.L W (J� V W 1 q I o N I NORTH TRUCK ENTRANCE d .' NOTE: ALL STATION AND OFFSETS ARE FROM THE ZIEGLER CONTROL LINE I ° 4925.33 F.L. I STA. 34+85.83 OFFSET: 35.36 L o I 4923.53 E.P. 4925.65 E.P MATCH EXISTING I STA. 34+85.83 STA. 34+85.83 OFFSET: 51.36 L I OFFSET: 97.50 L " I I ` _ ° .07 --4923.68 E.P. I -0 . MATCH EXISTING < STA. 34+61.83 I d 4925.45 OFFSET: 97.50 L4 STA. 3 210'�-� OFFSET: SEE NOTE #2 d I q I -------, °. 492 7 E.P. I d° STA. 4+61.83 OFF : 51.36 SEE NOTE #2 I °° I STA. 54 14.02 B. OFFSET: 44.76 R N STA. 54+14.03 4 24.7 E.P. OFFSET: 48.51 R S A. 5 14.00 4923.49 E.P. 2.03 E.P./f2.B. I OFFSE STA. 54+13.28 STA. 54+14.09 OFFSET: 73.61 R OFFSET: 102.77 R 492 .67 BC.--- 3.98 I _ ___ 1 STA. 54+1 OFFSET: 21).19 R ^~_- 4921.70 E.P. MATCH EXISTING I 4924. 0 F.L. L14 - I STA. 54+14.55 STA. OFFSET: 115.71 R 4+13.98 OFFSE 28.71 R ° + 24.3 F.L. ° ....,. J I STA. 5 5q 2% +93.98 OFFSE : 28.85 R L16 4921.96 E.P. MATCH EXISTING 4 24.9 B.C. ° I STA. 53+99.13 STA. 5 +90.98 OFFSET: 116.27 R OFFSET: 29.37 R 4923.70 E.P. B. 4924. 1 E.P. °° I STA. 53+94.03 STA. 53+98.01 STA. 53+98.95 IOFFSET: 48.56 R 3+94.01 STA. OFFSET: 73.73 R OFFSET: 103.31 R OFFSET: 39.61 R 4 1.03 E.P.-H.P. S 53+94.03 ° 0 ET: 45.65 R 41 I t I 4I . I I I I I nWARREN TRUST PROPERTY ENTRANCE EXISTING I ; DRIVEWAY �I PROPOSED RADING AND I 1 DRAINAGE E SEMENT I EXISTING 6' WALK I ° I BUILDING (TYP) I < < I I I ZIEGLER ROAD CONTROL LINE-7.° I I I 1 I I ° I 6' RETAINING WALL (TYP.) SEE DETAIL SHEET C-604 I ,. 4, I II I I I PROPERTY LINE PROPOSED ROW ° I I r I YOUNG PROPERTY ENTRANCE �+ F.L. 61.83 35.36 L �e 4 5 °a s K w c O 0 s FRONT RANGE VILLAGE alp HARMONY AD 2� iI O KEY MAP LINE TABLE LINE LENGTH BEARING L1 8.77 N00'15'23"W L2 29.19 N89'59'19"E L3 8.90 N00'15'23"W L4 0.04 S89'37'43"W LS 25.77 N90'00'00"W L6 25.55 N90'00'00"W L7 20.00 N00'00'00"E L8 19.57 S76'48'28"E L10 17.04 S77'22'20"W L11 19.71 N90'00'00"W L12 19.80 N90'00'00"W L13 20.00 S00'00'00"E L14 28,98 S88'35'41"E L16 29.96 S81'32'50"W CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C1 90'00'00" 10.00' 15.71' 14.14' N45-15'23"W C2 90'00'00" 10.00' 15.71' 14,14' S44'44'37"W C3 86'19'02" 40.00' 60.26' 54.72' N46'28'12"E C4 87'44'07" 40.00' 61.25' 55.44' S44'13'15"E C5 85'58'19" 35.00' 52.52' 47.73' N47'00'51"E C6 94-01'41" 35.00' 57.44' 51.21' N42'59'09"W NOTES 1) ALL STATION AND OFFSETS ARE FROM HARMONY ROAD OR ZIEGLER ROAD CONTROL LINES. 2) CONSTRUCT CONCRETE DRIVE TO ROW AS SHOWN. LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED:((�P/��I/r..u� City Engineer- D6te CHECKED BY: Ha Water & Waste a r Utility Date CHECKED BY 67 -07 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date F� 0 CO 1- Z W W Z >a OW, 2E O W - Z W CD J O Z IV Lu J (D - U x 6) W W_ N Lu CD OD }� o lL >; F- W OZ Z 5 o rQ' r U to W0 2 Li U � ii aD U Permit -Seal Project Number. 187010590 File Name: C-294 Fst MCS Dwn. Chkd. Doan. W.MM.Do Drawing No. C-294 Revision Sheet 0 85 of 10170 C-1 282 ROW WITH OFFSET FINISHED GRADE ELEVATION V o 5 CL STATION C1 t%1 N N c C0 01, N r 115+00 h I 4968 4966 4964 4962 4960 �i O N N O O — - Vi � < I t � — I — - - ' Y1 LL nn .N. -120 -100 -80 -60 -40 -20 0 20 40 v I� 114+50 C 6 4968 i 4966 I 4964 4962 d i� 4960 -120 -100 -80 -60 -40 -20 0 [U 114+00 4968 4966 � 4964 Z 4962 m 4960 I -120 -100 -80 -60 -40 -20 0 2U 113+50 4968 f� o U ` 4%6 R3 j 4964 tc i g££ 1 { N o X P Z % m a oa OD a 4968 4966 4964 4962 4960 m 4968 4966 4964 4962 4960 5 I r I TjjLtLLLLLLJ-L ._ .... �.. Inn V U N g -120 -100 -80 -60-40 -20 0 2U au vu ID N 4968 4966 4964 4962 4960 0 4968 4986 4964 M 4%8 4966 4964 4962 4960 4958 ABBREVIATIONS SECTION ROW RIGHT-OF-WAY ELEVATION EOP EDGE OF PAVEMENT SC SAWCUT 4 58 LL LANE LINE TL TURN LANE FL FLOWLINE 49M NM NORTH MEDIAN FLOWLINE CL CONTROL LINE 4954 SM SOUTH MEDIAN FLOWLINE NOTES 4952 1. CONSTRUCT HOT -IN -PLACE RECYCLED ASPHALT 1" LOW. 4950 2. SOME MILL OVERLAY SECTIONS REQUIRE A THICKER THAN 2" OVERLAY. 3. ALL MEDIAN CURB IS OUTFALL EXCEPT WHERE DRAINING TO MEDIAN. SEE MEDIAN DETAILS SHEET C-603 FOR LANDSCAPED AND HARDSCAPED MEDIANS. 116+50 0 DEPTH NOTE N - — -RECYCLED -- - o SEE -- FT CONSTRUCT HOT IN PLACE ASPHALT 1- LOWFULL VERTICAL CURB WITH BLOCK SEE NOTE 3. FULL WIDTH, FULL DEPTH _ SECTIONS AT AREAS OF TOTAL ROAD RECONSTRUCT.— - EXISTING GROUND CONSTRUCT HOT IN PLACE RECYCLED ASPHALT 1" LOW N PROPOSED GRADING BY OTHERS ' TO CO6' STRUCTON_SPLASH CON LEVELING COURSE BETWEEN EXISTING BETWEEN D OVERLAY - -- --- -- --- - - .001 FULL DEPTH WHERE EDP IS WIDENED_ - - �- __-__ -_ o N J J J -60 -40 -20 0 CONTROL LINE ALIGNMENT] TYPICAL SECTION - Ol 07 u� O41 K - .00 - - - - - -- - - -.. I - r 1 i 1 — 1 N on inn 17 -120 -100 -80 -60 -40 -ZU u cv 116+00 4968 4966 4964 4962 4960 4968 4966 4964 4962 4960 4958 0 4968 4966 4964 4962 4960 -120 -100 -80 -60 _0 -20 0 20 40 80 80 100 111 115+50 4968 4966 4964 4962 4960 4968 4966 ' 4964 L ILL tNnx 4962 4900 e O -120 -100 -80 LL -60 -40 -20 0 20 40 60 80 100 104 E 0 20 v U C y N "w _ UM N O C d U a t N 0 0 6• U = O I ^ I g tR U Cn Cn a y �p 3 c cv =YE€ fC 01 N x In N � CCo s 4958 9 - Q, i l 4956 - g82 2 4954 S a� �+' QfAr� pEE�O oR� 4952 IEa oFin v 4950 M. i 20 40 60 80 Y LSECTION OFFSET CONSTRUCTION TYPE WITH OFFSET. SEE ABBREVIATIONS THIS SHEET LEGEND CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer \ D e CHECKED BY: MAI: — Water & WasttUtilit Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date wZ �w >a of aw �w Cl) Z j� Z 0 or wg � LLJ J O U) J W N J � Of pO LL W }Z z� U 0 w0~ w w O 2z H- UN .? 2u- Li U PennitSeal 0 .y z; 00 U Z N 2O =U I - Project Number: 187010590 File Name: C-306 FCa MCS own. Chkd. Dann, YY.MM.DD Drawing No. C-306 Revision Sheet 0 86 of 11,>/k ORM40L SHEET - A%N D m N 4966 4964 E � N■ g V 4962 4960 4958 `I I 4956 � 118+50 I I , — - i t — i L� i T --f r-H -120 -100 -80 -60 -40 -20 0 20 40 60 80 94 118+00 49M 4964 4962 4960 4958 4956 4986 4964 4962 4960 4958 4956 v N --- - t _ --- -- -_ -. -... - -- -- -- - -- % y / ap 4 m N IL W __ — .__ _ __ __ LL - _ ly LL _ --J _. -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 117+50 4966 4964 4962 4960 4958 N-- _ill O % .00 - — — L— — i -'' 4966 49" 4962 4960 4958 49M 120+50 t 1E -.L- -120 -100 -80 -60 -40 -20 0 20 40 60 80 120+00 4966 4966 4964 4964 4962 4962 4960 49W 4958 4958 4956 4956 III -120 -100 -80 -60 40 -20 0 20 40 60 80 1130 120 117+00 49M 49M 4964 s 4962 n j 4%0 4958 g a� 'U E �g O S2 4966 4964 4982 49W 4958 - N 'i 0 clil7 t7 N I v 3 - e e < 3 ----- _..- _ .. -7- 3. -1. % } -- 2, t c _N ih Ni ien N m a. - - —4 J LL LL LL LL J W - -120 -100 -80 -60 40 -20 0 20 40 60 80 94 119+50 4966 4964 4962 4960 4958 4956 - -< --- -- -- - 2. %4-1 41-- - - - - , -- / A. J LLI., W 4966 4964 4962 4960 4958 4956 4968 4964 4962 4960 4955 4956 -120 -100 -80 -60 40 -20 0 20 40 60 80 94 119+00 4968 4906 4966 4964 4964 4962 4962 4960 4960 4958 4958 4956 -120 -100 -80 -60 40 -20 0 20 40 60 60 100 120 i� ORMA SHEET - ARCH D -- -- -- ---- - O -120 -100 -80 -60 40 -20 0 20 40 60 80 95 49M 4964 4982 4950 4958 4956 4966 4964 4962 4950 4958 4956 NOTES Co �a 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, E a, S $ NOTES, AND ABBREVIATIONS. U) 2 0 h Iq tO v U N N S * Urn 10 .04 XC N p 0 1 O^i O^i CciL I x E o c ^ CIAn In Nu-Coo�U gm ; ,Ze�Y'— T OB �. ` �'$ ERU pg ppyy �� Fv SFu/° ff � i CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: G City Engineer tl D te/ CHECKED BY: MA Water &Waste a er Utility Date CHECKED BY: "d7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED SY: Traffic Engineer Date CHECKED BY: Date Cn Z z � W 0_ d OJ �w ; co ZUr J Z - �4U J W J j UC/) W- W w> N — LLJ U LL 0O }� O� o C e �_w U U) 0-0 m r LL Ei m U Permit -Seal 3774 2,1107::` �AL Project Number: 187010590 File Name: C-307 Fcs no T MCS D;7n Chkd. Dsan. YY.MM.DD Drawing No. C-307 Revision Sheet 0 87 of 1j?IIIII`fr C_1 282 m N r� V 4964 4962 4960 4958 4956 4964 4962 4960 4958 4958 4964 4962 4960 4958 4956 4966 4964 g 4962 u 4960 I i 4958 122+50 -iuu -50 -60 40 -20 0 20 40 60 80 122+00 -100 -80 -60 40 -20 0 20 40 60 80 94 121+50 4. 1. % )ADA H RM G - Y TH IRS - I rN ro -1U0 -80 -60 40 -20 0 20 40 60 80 94 121+00 N -120 -100 -80 -60 40 -20 0 20 40 60 80 93 ORMW %M - ARCM D 4964 4962 49M 4958 4956 4964 4962 4960 4958 4956 4964 4962 4960 4958 4956 4964 4962 4960 4958 4956 4964 4962 4960 4958 4958 4964 4962 4960 4958 4956 124+50 124+00 --t: NSA -120 -100 -60 -60 40 -20 0 20 40 60 80 89 123+50 rc MH--— - -- ,T- O p 4964 4962 4960 4958 4956 -120 -100 -80 -60 40 -20 0 20 40 60 80 100 123+00 - m $ asee - 0 0 - - -- - 4984 4964 - - - 4962 4962 % 4960 4960- 4958 4958 - - -- — - - - A i 49se -- - -- - - ------ - - - �\ /- 4958 A T AR ON- R A $ $ W W -120 -100 -80 -60 40 -20 0 20 40 60 80 95 4964 4962 4960 4958 4956 4964 4962 4960 4958 4956 4964 4962 4WD 4958 4956 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY P N APPROVAL APPROVED: V? 0 City Engineer U v D e CHECKED BY: AA Water & Waste at r Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Z 2W W 00 n > W Z 60 LLJ ItZ W J ON U U5 J ()— Lu w O IL > O °d Z O Q c� O LL V E �w- W w 0 wO C Z 0 v _ U 0 U) 2 r LL LL Permit -Seal Project Number. 187010590 File Name: C-308 Fcs MCs _ 0wn. Chkd. Dean. YYAWDD Drawing No. C-308 F� ti T Revision Sheet 0 88 of 11,Y C-� 282 1 we 1 U 126+50 O 4962 - --- -. _ ...__ .-... _ 4962 4960 - _. - - --- - - -- - - - - -- - 4960 2. 4958 --- - -_. - - - -- -- - - ' ---- - - �- - -' 4958 4956 -- - - — -- - r - - --` - -----• ..-- - - 4956 --. PA S T AR ON �k - GR DIG -- 0 E S 3` - — - - t6 N ap 46 ' -120 -100 -80 -60 40 -20 0 20 40 60 76 II C 126+00 E I}t � rn rn 4964 -- - - - -� - - -- O 4964 4962 -- - - -- - - - "- - _. - _ - -- ---- -- 4962 4960 - __ __. - ... — o - 4960 4958 ---- -- _ 0 - _ - - - - -.. 4958 4956 -- -- - --- -- - -- - - - - -- '" - - - - 4956 AD NG Y S u� m 1� flu- I W J-120 -100 -80 -60 40 20 0 20 40 60 80 91 125+50 20 40 60 80 100 120 +00 20 40 60 80 100 120 128+50 l _ 1- 11 AL -120 -100 -80 -60 -40 -20 0 20 40 60 76 128+00 4962 . O N _. a^i V�p O ap tOp p O - 4960 - - - - - 4962 4960 - - - 4958 4958 4954 -- - -- - 4958 4956 _- - - - — - - - - - .- _ _--_ _ 4954 4952 -- KBYOTHERS - k' !4952 ADRAa Ld _ - W LL LL LL LL LL J 0 ynj -120 -100 0 -60 40 -20 0 20 40 60 77 127+50 4-1 A= 4962 4960 4958 4956 4954 -- -- -" -- - - O 0 < N 4 O O O ^ V 9 V V m 4962 4960 4958 4956 b Ell --- --- T-4 -' - -- -- 4954 -120 -100 IQ -60 40 -20 0 20 40 60 76 127+00 4962 4960 - 4958 4956 4954 "- -- --- -- ^ A m a a e a v 3 -- 4962 2 - 4960 49M 4956 4954 20 -100 -80 -60 40 -20 0 20 40 60 76 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ���P , fte City Engineer D CHECKED BY: NA Water & astew t Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date � S U)d s OINK C Na0 N S n 2 0 u°'O• _ s s� O a UMaNDcco M E u V u O •t -d- mot, �N00'�, ££eY« �•gn dc C U 1 00) (30 N N c i^ XI ��TV Evt, .�.. f�C,I°a0o 1` u) x ■ o le as $ F.- _' 04 [ Es QN Pr=: it { 0 i IIIIII� H z Jlr WZ >a of 0 a> W Z �� Z do x Wg Lu C) J ON U FO J Cl— W J > W X LL00 W 06 i-� Z O U 0 0 e H W (If O 2� D' � c Z o 0 0 U ? rJ1 2 r LL- ti U Permit -Seal r� 0 i Y M 0 A2 0 Of T Project Number: 187010590 File Name: C-309 Fcs MCS on. Chkd�n. YY.MM.DDChkd�n. YY.MM.DD Drawing No. C-309 Revision Sheet 0 89 of 11/4 C-1 282 N Mx HARMONY SCHOOL CHILD CARE EXISTING EDGE OF ASPHALT IT- - t --- - - - - ------ -`-- --- T O SECTION LINE HARMONY ROAD ,I 107+00 108+00 109+00 1104-00 W — — — — Z I 1 T — — l T F _ .--- E E - E _ _w.. - T __._- -- -- C' T T T T T T ( I EXISTING EDGE OF ASPHALT w ( POUDRE VALLEY IEXISTING UNDERGROUND ELECTRIC LINE (PROTECT IN PLACE) 1 EXISTING WATERLINE (PROTECT IN PLACE) 1 ® EXISTING WATER VALVE (ADJUST TO GRADE) < EXISTING UNDERGROUND TELEPHONE LINE (PROTECT IN PLACE) EXISTING UNDERGROUND GAS LINE (PROTECT IN PLACE) {I EXISTING CAN PEDESTAL TO BE REMOVED / RELOCATED I <*> EXISTING TELEPHONE MANHOLE (ADJUST RIM TO GRADE) ® EXISTING ELECTRIC MANHOLE (ADJUST TO GRADE) r I I HARMONY SCHOOL SHOPS a 10 FCLWD AC WATER 16" CITY OF FT COLLINS DIP EXISTING ROW STA: 117+52.77 HARMONY SCHOOL SHOPS EXISTING ROW 111+00 �--- — -- — — — , •::+ +. 'F^F^yc kya?YS�}�r9 4%�'?� P�✓'�t��'s c�Ct tR f¢�-.^c Ya?£§9b g Q_9ggp flPr9R9ffl6^�.aflf399A R _ _— _- STA. 113+04.76 OFFSET: 0.00 R STA: 113+03.77 OFFSET: 25.82 R T 'E G — - T T T EXISTING ROW OFFSET: 64.99 L I � �j i W W { W W tij EXISTING EDGE OF ASPHALT V MIN TYP ... ..Ill 118+00 # POUDRE VALLEY r a HOSPITAL ~�`--- m N i U � sg I > N ORMOL SHEL7 - ARCH D T G T — — T 11 T- L —i_.1- -- { ST N OF r� z G L. NOTES : 1. CITY OF FORT COLLINS WILL COORDINATE WITH EXCEL ENERGY TO REMOVE POWER POLES AND RELOCATE POWER LINES AND TRANSFORMERS. (NIC) 2. ALL EXISTING ROAD SIGNS WITHIN THE ROW SHALL BE REMOVED AND REPLACED BY THE CITY OF FORT COLLINS WITH THE EXCEPTION OF SIGNS TO BE RELOCATED. 3. CONTRACTOR SHALL COORDINATE TIMING AND METHODS OF ABANDONMENT OF DITCH PIPE AND MODIFICATION OF CONCRETE LINED DITCH WITH WARREN LAKE IRRIGATION COMPANY. 4. ALL UNLABELED FEATURES NEAR WORK AREAS SHALL BE PROTECTED IN PLACE. u PADS AT HARMONY --__ W W 1� W a.� a — w r� —PROPOSED EDGE OF ASPHALT HARMONY ROAD 119+00 E EXISTING ROW fiY PROPOSED FLOWLINE T — T E — T --j Nw N W 2 SCALE: rx5oo, HARMONY ROAD KEY MAP 0 30' 45' 60, 1:30 SAWCUT & REMOVAL OF EXISTING ASPHALT _LI_LLtLi_LC_ REMOVAL OF EXISTING CONCRETE _L...L.L_LLl_L...L.1. PROPOSED STREET LIGHT POLE PROPOSED FIRE HYDRANT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FORT COLLINS — LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED SYSTEMS ENGINEER DATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: z City Engin er Date ' CHECKED BY: WaIV & tility Da ILIA, CHECKED BY: ILIA, Storn-water Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 0 c Q1 N fn N 00 gg E = rn M N v OLO co U N N Stv�'c C N EO a o U vi O c> r �'oa C 0 1 0) 0)gI.; (n U N ; L r -.sCeo o 0 C d o s BPNo vi N L- 00 H 3 p w �gF� gS Oo� 'n o b+ C �a oin o I� I$ F- z wz >0- XO EL w w U z J V, Z wg W C'� J OfV 0 U) J (D- W J W of 0LL W 0 06 z Z O , LL O w W_ O w C I— — O u UU) d _LL 1i U Permit -Seal c7::` �hius� E1. i� 0 .y z 2 Q J U) z 06 z z 00 OV O W W 0 IY d r= Project Number: 187010590 File Name: C-052 Fdp JMB JAM Tw Own. Chkd. Dsan. YY.MM.DD Drawing No. C-052 Revision Sheet 0 9 Of 11* 0-1 2 2 0 N 130+50 4960 4958 4956 -. - - - -- _- __. - - •� 4954 4952 -120 -100 -80 -60 -40 -20 0 20 40 60 76 130+00 E ,d J - - v v a - - -- - - - 4960 4960 .--. - - - - - - 4958 4958 - -— -- - - _ 30 4956 4958 _.. -- - -- - - --. _ ... 4 % -- _ 4954 4954 _ - \\ - - - .- 4952 4952 - - - - GR BY 13 0 u� A 12 (� -120 -100 -80 -60 -40 -20 0 20 40 60 1b 129+50 I, i I E�p4 E � o Ap - v 0 It - - - 4960 4960 - - - - - -- - - - -- - 4958 4958 L - - -- --- - 4956 4956-- i2olo% -- -- - ; - - - - - - ! _ 4954 4954 _ --- 0 - - - -- 4952 4952 ...- _ ... _ _- - - AD A HARMO Y - - GRACING BY ,OTH R - 3 - - — - " - - g J J C J -120 -100 -80 -60 -40 -20 0 20 40 60 76 J 129+00 j o n I II •Q i� w w � w •� E /3 z o� o� m o O IV slg 4962 4960 4958 4956 4954 '--A 4952 N -120 -100 -80 -60 -40 -20 0 20 40 60 76 i� DRIORMI SHEET - ARCH D 132+50 � n 0 - -- - 4958 4958 - - -_ .. - 4956 4958 _ -- ��- - -- - -- - 4954 4954 - i 4952 4952 .. --- -., �- 4950 4950 - - -- �� NT R - GR DI G BY O11HER5 _ w -- - 4948 4948 - i 0 -120 -100 -80 -60 -40 -20 0 20 40 ou 0U 00 132+00 N 958 4 4958 4956 4958 4954 4952 4950 - �- o -- 4954 4952 4950 - - - _ — - I KA Ut VILLAGE 4948 G Y € — J 4948 o r o .120 -100 -80 -60 40 -20 0 20 40 60 0u 0o 131 +50 x Is 4960 4960 - 4958 4958 - - I . °/a 4958 4958 4954 4954 -- 4952 4952 _ - - -- - 4950 4950 --)—PADS T HARl1 ON" DI _ GR G BY Oi 11 a a. Ktu -120 -100 -80 -60 -40 -20 0 131+00 20 40 60 W 66 SRI mom MMMMwi , ■ ■ ■■ ■ ■ IMEMMI ■ I■■■1■■■■I■■■491 ■■■■ ■■■II�� ■■■■■I ■ MEN ■ I■ ■I■■I�I11�■■ ■■■■■■■■IIMMEMEMIMMI ■■■ MMI IN • ■ e - , • • .■I -.--P�-III ■■ ION �■I■■ 1■ ■■ ■ ■�" ■■I ��■I■■ ■ ■■■■ ■■ 49 ■� ■■IN ■1�■I■■ ■ II ■ ■■I■ ■� ■�■■■■■■I■ ■ ■ ■I■■■� Ell �■I■■■■ ■■■■■I ■ ■■/�.i �■ ■■ ■ IN ME ■■��■ ■ ■ ■■I ■ ■■ ■ ■■■ IN ME ■ mill ■■■I■■��.I .:■■ ■■■■IN M ■ ■■■■ ■■ ■■I NMI ■■��■■■�■■■■IN M ■■■■ ■■� ■■ ■ IN: ■I■■ ■ ■■■I _ ■■ ■■■■■■■I■■ ■■■■■■�! ■lEi■■■ iMII■■E�■■��w1 I■■E�■■��I■■�■■■■■■■I■■■■ ■■■■■■■ ■�i■■■■ -120 -100 -80 -60 40 -20 0 20 40 60 ru NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Ddte, CHECKED BY: Water & Viastew t Utilit Date CHECKED BY: OA- �Lt-DI Stormwoter Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date d� yy (,Y; V) N � b E Iq � 0 S 0 U)v00 NcV E o $ UM N O -t'd: U10 S �` G .L. C N O O S£ o r S' 0 0 0 1 .�. O U c a @ x C N N in � IN cc Lo f X V I N L, 00 ", S7, ixg�x. y`ogt8��, Y O T 0' Z o E E o o v o n o u 0 3 2 ~ Z r W 2W Z 00 aw W Z Wg 0 �Z ON U U) 0— W_ of 0O W III }9 Lu U' o 0W �x 0 2Z W0 c c5 CL 0 U) 2 L) LL li U Pennit-Seal N Project Number. 187010590 File Nome: C-310 Fcs 9 T 0 0 U Z U) IY O r U a� H MCS awn. Chkd. Dsan. 'MMM.Do Drawing No. C-310 Revision Sheet 0 90 of 111a41 _-1 2 82 C0 1� N � I i U 7 I 134+50 4956 4954 4952 4950 4948 -- --- -- - T DIN -.__ - AN BY _. - - - - - N M +- - A 4958 4954 4952 4950 4948 - - -- --- __ - - - - --- - FR GR - - - I - - - i - fi - F -- _ - --- - -- - - ' - `c -- - - -- -f - - - - - - — - _ E 0i LL ER GE ' a W LL -PI M I J LL LL LL -120 -100 -80 -60 -40 -20 0 134+00 -120 -100 -80 -60 -40 -20 0 133+50 i E I 20 40 60 80 87 4956 49M 4952 4950 i 4948 20 40 60 80 68 4958 - O --- - - -_...--- - - - __ _... 4958 4958 - - - - - .- 4956 - .-._- - - 41 4954 -._ - - - _ - - 4954 _ .. _ _ .. 2.00 1 4952 -. _.. _. ,� _ _ } -- � 4 952 -� _ - i 4950 4950 T I ONO *LLAOE 3- - GRADING BY 0 ER N N O il i 0 M Ii Ic Q i� o oa r jo CV 6l$ -120 -100 -80 -60 -40 -20 0 133+00 20 40 60 80 88 4958 4956 4954 4952 4950 4948 _. - - -. - - FRONT GRADI �.. - - - - - - _ - - - 4958 4956 4954 4952 a sso - - - — -- - - — —_ _ - - ... — -. _.. -. _ - - - - - - - -. - - 1.2 - - - r -- - - 14 - -- - - - -- -- '- - - - - - - _ ' J4948 RA GE j -. _. _ LL -- F aro -120 -100 -80 -60 -40 -20 0 DRIGRpI SHEET - ARCH D 20 40 60 Bo 88 136+50 4954 4952 4950 _ -- tl r 9 - Ilir -_ -q - N N N r n -_ 4954 4952 4950 - - - _ 7 I -- - - _ yl - _ - - -2. ---'-- `� -- 2. 4948 4946 4946 -- -- - - -- m -GRADOG -A BY 0 S._. 0 0 W -120 -100 _--80 -60 - -40 -20 0 20 40 60 80 87 136+00 4956 ,p N t+� ,G In N h 49584954 -- rnL - 4954 4952 4950 4948 - --- - 4952 4950 4948 - - I - --- - -- - -, - - - - - - - -- - - --- - - - - ._ , WJ F _ FRC NIT AN LL , r m t n IL W -.W J LL LL OLL J_ F -120 -100 -80 -60 -40 -20 0 20 40 60 80 88 135+50 4956 4954 4952 49% 4948 - - — -r� 11 1 Y 1 1-- 120 -100 -80 -60 40 -20 0 135+00 4958 49M 4952 49M 4948 - -- -- - 20 40 60 80 Be ■■ 1■ P I■� jMIE, ■ . . � . , ■E 1 ■■■■:� ■■■■ ■■ �■ ■ I ■■I■ _�■■ ■ ■■■■■■■��■ ■� ■■■■■■■ ■ ■ ■■ I ■■I■ ■■■ �■■■■■■■l �■�i ■ ■■ ■ ■■ I NI1� I■■.■■■■■■■■��■ ■4954 ■E4952 ■■■■ MEN ilia --�.■ �� �■�� ■ �� 4950 i ■■■■■ ■�■■ ■■ ■ I1111111101"' ■■I ■I■■■■ I■■■■■■■��■ ■■4948 ■■■ ■■■�■■ ■ ■■ ME "ENEM IMMEMENN !!MIN I ■I■■■■ I ■■■ ■■■ ■■■N■ ��■■■ � ■■ ■�!�■ -■■ ■■■I■■ ■■■■■■■I■ „��■■�■ ■=■I■■■I■■I■■■■■■■■■■■■� ■■I■■■■■i■■■■■■■■■■■■N_■ r ■■�■■■■� ■�■■ _� ■ �i■PI■■■■ ■ ■I■■MINE I■■■■■■■■■■■■�_■��■ ■■ ■■■ ■RI■■�■■■ ■■ElE�■EMI■!!I■■■■RII■■■■■■■ ■Ill K��■ ■1 NEW NONE 111051 MEN Elm ORIN -120 -100 -80 -60 -40 -20 0 20 40 60 80 87 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL APPROVED: ` City Engineer V D t CHECKED BY: WAC Water & Wastewat r Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date d 0) 05 vi N 00 4 c E rn PO E oes im) v0o vNN L U M HovSo So u F o 4) O I ;'� U c C N w y t. l0 Of C 0 o $Q��o££ !n N Li 0�0 H l� 3 o Y o O EXg9�� =E23s E�CC° E s: rC 0 .y 1 -- I- Z >a LLJ Of O a> �w CO ZUr J Z 0 IYUUQ J � w J ON w w �w O Z Z O LL 0LuLLI p� it U) G p co L11 U A? U) 2 u- ii U Permit -Seal 33774 Project Number. 187010590 File Nome: C-311 Fcs MCS own. Chkd. Dean. 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City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: I City Engineer ' Dot CHECKED BY: MA Water & Wastewo;ej Utility Date CHECKED BY 6 " Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C 75 r_00 N j N (0 0 �e U) v oc-i C14 E 8 tt U ai O t � p ro a • m U 1 01 I ! C C4 ±n ,g In K O £ v/ r I.� as ESN c Sv .=—a 2's1$P- E Eli � e sea. ¢§t F y MI Z wZ 00 aw LLI z Z J (D Z 60 WW4 J W 0 J ON U _ Fn 0— LLI N J > (X OO W �Z C9 O �_w 0 WO C F— 0 e U N W 2 W LL U Permit -Seal Project Number. 187010590 File Name: C-312 Fcs hr 0 .N Of T MCS [ n. Chkd. Dsan. 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SMET _ MCH O 144+50 ' 4948 . ... .. , ■■■■■■■lIE~11E■■■■■■■ 'I■l�■■■■1■■■■I■■LEI■■■■■■E1■■■ ■■ MEN ■■li'il■■■■■■■■ 1■■'i■■■iil■■■mili■mimm■■■■iy■■■ ■■■■■■iil■Imm■ MEN ■■ INN ME IE MEN ■■I■1■m■ MEN ■■ 1■■■■■■1■■■■Il■■■Im■mmmm■I■■■ ■OMEN ■■I■I■■■■■■■■ 1■■■■■■IEEEnlll■■i■■■mm■ml■■■ ■■N■■■■i■IE■■■■M■■ ism ■■■Eli■E■\111��1■■■■■■■I■■■4946, ■MEMO■■1■1■■■■■■■■ IB�N•EEIi■■Eli.--�l����■m■I■■■ �ENEll -iM■■1■■■■11■■■Imm—mn aim N■ E■■■E■■I■I�■�!''=,,�.�._ ■■N■■■■I■, ■■■■Ill■■IN■■■■■■I■■■ ■EMENM■i■I Is ME 1■■■■■■1■■■■Ill■■I■■■■■M■I■■■ M■NEON■10IN■■■■ME■ !■■■■■■1■■■■II■■■I■■■■■■■I■■■ ■■NEE■■I■I■■■■■N■■ I■■■M■■1■■■■Ill■■I■■m■■E■I■■■ ■■■■■■MINI ■■■■■■■■ 1■■■■■■I■m■■Il■m■1■m■■■■■IDE■ ■■NE■■■1■I■■■A■■■■ 1■■■■■■1■■m■Ill■■I■■m■■m■I■■■ E■E■■■ MINI ■ MIME■■■ 1■■■■m■Im■■■Ill■■1■■M■■■■I■■■ ■ENEM■■I■I■E■IM■■■■ 1■■■M■■IM■■■Ill■■I■■NE■■■I■■■ MEMO ■■■I■I■■■■■E■■ 1■■■E■■1■E■■Ill■■I■■■M■E■I■■■ ■E■■■N■I■I■■NEE■■■ 1■■E■■■1■■E■Ill■■1■■■■■■■I■■■ ■■N■EN■IRIN■■E■■■■ '!■®E■M Rim ■■L�lI�ll■©I■■■N■■■I■■■ ■m■m■■■iimim ■■■■■■ M■®■m■ME ENII■■l'�IM■M■■ENii■■■ ■■■■■M■I■iIN■M■■■■■ 1■■■N■81■■■■Il■■I■■■■■■EI■N■ -120 -100 -80 -60 -40 -20 0 20 4u ou iv 144+00 4950 ... .. iiiiio l liiioioioE ii4 EMPIii■i�i4 NEi■■ii■ 91■s�i ■NEON ■IFS■I■■■■M■■■ € IM-A N 1-11■■■■11H M■11■E■■N■N1■EI ■■■■■■In Is ■■N■■ Mimi■■■■I■■ MEIN l■■IN■■■E■NI■ON ME■EM■■■I■■■ MEN ■■ ■1 Oil ■■■■IN■■■11■m■Imm■mm■ml■m1 m■■m■■M■I■■■■EN■■ ■1■1■M■■I■EEMI1l■■I■■■m■■ml■M! ■■NE■■■■i■■M■E■■■ ■!■1■N■■1►�■E\\1111M■I■■■■■■■I■NI ■■■■■■■■1■0■■■■■■ ■Im1■■■M'.M■N■I_,.■I�E!PSONI■■1 , 0 NEE M loom E�=■■■■ �....���i'9■■■■II�NI■■■i El .. , �: M■■■■■M, IN oil1942 NMEE■■■MIME■■ MEN ■ ■INS ■■■■I■■m■Illm■I■■■■■■■I■■1.. ■NEE ■■■■I■M■■NONE ■1EI■■ No! ■■■■Ill■■IE■■N■■MI■■1 ■MEN ■■■■I■■■■■MEN ■1EI■■N■I■M■■Ill■■I■■■NE■■I■■1 ■■E■■■■MIME■■■■■E ■I■i■■■■i■■■■Illm■I■■■N■ENI■■1 MEMO EM■■I■ll■a MEN ■1■1■ MEN I■■■■Ill■■I■N■■■■ml■■1 ■■■■■■■MIME■IM■MEN ■1■I■■■■I■EN■Ill■■IN■■M■■EI■■1 MEN ■■■■■i■I■i■■IEMEN ■1■1■■M■IEm■■Ill■■Im■■ME■■I■■1 OMEN ■■■■I■■■■■■■■ ■1EISEE ■I■■■■Ill■■I■■ NONE ■I■■1 MEMO ■■■Ili■■ME■■M■ ■1■I■■■■I■■■■Ill■■I■■■■■■■I■■1 M■■E■ MEN IO■ MEN E■■ �1N1■■■■'11■■mEllalmmimmm■■■ IN ■■■■■O■E_8IE■O■E■■■ lilo■■■Eil■■■■I�l■■I■M■■■■!1■■1 0111101111112111 Ell EINMI■��EdI���Eild■�EII������E7■�� -120 -100 -80 -60 -40 -20 0 20 40 60 // 143+50 4950 494E 4946 4944 4950 4948 4946 4944 6 a A 0 - - - � w -120 -100 -80 -60 40 -20 0 20 40 60 79 143+00 ������l1R.11������� �l11����11���lBil�l1i�������1�18■ NEE■■■i WIN ■■M■ME ■IRE ■■■ICI■mmml■1■■I■m■■■NEI■ill E■■N■■NIE IN OEM■ ■iu m■M■EI■■■E3111■EMI■■■■■■EI■■1 MENNENE�■i■■M■MEN MMINE■NEI■■■■Ili■■■■■■■■■I■■�1 NONE ■■■I■1■ME■NEE ■■INN■■■1■■■■l1■■■■■■■■■I■■I . , M■ME■■■I■ INN ■■■■■ ■■i■■m■■I■m■mil1■■■■■m■m■I■ml ■■NE■■MI■IE■■mmm■ m■i■m■■■Ill■■\\llllm■l■■m■■m■I■■1 M■■■■■NI■I■■■■■M■ ■■im■m■ 111■■■■�-��..1•� „N_■■I■■I I' M■■■■■■I■lam"'---- I�iE■MEMI■N■■ll■■I■■���■EI■ml NONE ■■►1■I■ MIN ■■■■I■■m■l!m■Immm■■ENI■NI N■11■E■id■I■i■m■■M■■ m■l■■■■■I■■■■l1■■■■■■■■■I■■1 ME■■E■N Ism ■■■■■■ M■ INN ■■MI■NE■'■INN'■M■N■E■I■IF�1 MEMO ■■■WIN ■■■N■■ ■■imm■■ Elmo ■■'l1■■■mm■■mmi■ MENEM■■I■Im■■NNE■ ■■im■■■ml■Em■,llm■■MMMMMMIriI MEMO ■NEI■IMfmF�■■M EMINE■■MI■■m■'llm■■NEEMENI■EI MENNENNI■i■MENmN■ N■IN■■NEI■mm■illm■;Nm■■mmmi■mi OMEN ■M■Ill■■1■■IMEN ■■I■MENMI■M■MIIIm■■ EN■ENI■■on NONE ■MEIN -IN ■■NONE ■■1■ME■ MINE ■©IIIIM■7E■mmm■mi■■1 NON■■ENININ■■■MEN ■ -1■ME■&,INNMMIIIm■■■■■■■Ni■■1 N■NE■mmisim■■■■■■ NNINEE■I■1■■■MIBIN■!EMENNEEi■■1 120 -100 -80 -60 40 -20 0 20 4U bu to NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: *te City Engineer D CHECKED BY: I4 A Water & Wastewater Utility Date CHECKED BY-: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date CA N N N Do C E _ 0 W)10 75 2 o u? to v U N N F V M Vi O-t-t u � ce t C N p 6 9 w • 4C � n 1 1 F 4) o I on N C U ` o x U) N Li 000 lei Ie Eve p S oY�.a I; H '51 \\} • E E o :. �v o�in o Z W Z \�W 0 ��/ LL O aW �W Colo) Z J� Z o� wg W J O F0 J w_ N J ; LIJ Ix OW W O> >- * ( LL ' OW g. I- x O 2Z OY t•— �' -5 O S. U(n A? 2LL r ti U Permit -Seal C 0 .y W; Project Number. 187010590 File Name: C-313 Foe MCS Drn. Chkd. Dean. YY.MM.OD Drawing No. C-313 Revision Sheet 0 93 of 11/# .C-1 2 82 !V 00 (V 146+50 c 490 - - 4946 - -- 49" - _. 4944 4942 --- -- - - ._. 4942 4940 4940 -- - _"�-. - --- -- 4938 "�- -- - 4938 - - - - - - - W N ' N M el -120 -100 -80 -60 40 -20 0 I� 146+00 t 20 40 60 80 83 - - O 4946 - - - - - - 4946 - - - - 4944 - - - - - - - - .- - -- - 4944 — -- - - — - - - _ _- -_ . - - - 4942 4942 _ _ T ; 3 l+l OP n c Q J J J 1 -120 -100 -80 -60 -40 -20 0 145+50 20 40 60 77 - - I h N _ - - I a i - - Jr asaa 4948 - -- -- -. .. -- -- - - 4946 5 4946 - --- -- - I If -- -- -_. _ 4944 4944 2.00 .._� g -- - - u 4942 4 942 1 - p low J W J J1 1] -120 -1D0 -80 -60 1 -40 -20 I A r - AA 0 20 40 60 77 I _ asae 4946 j49" - --- _ - - 4942 - - - - - N m a o T- ao G - - - � N U fY o 98 - w o -120 -100 -80 i� 01111101 SHEET - MICH 0 -60 40 -20 0 20 40 60 77 148+50 - - - _- n - 4942 4940 4938 4936 - 4942 4940 4938 4936 - - 2- - 1 - - - - - - iS M O N J 120 -100 -80 -6C -40 -20 0 20 40 60 80 10U 1zI 148+00 � M 49" 4944- - -- 4942 4942 .2 - - -- 4940 4940 - - - 4938 4938 - +.. - - �- 4936 4936 - tl a 0. W 1 LL J W -120 -100 -80 -60 -40 -20 0 20 4U cu W au 147+50 n K — 4944 4944 - - 4942 4942 iiiin2. _ 4940 - -- 4940 - -- 4938 -� - 4938 _ ___ _ 3 R LL LL LL � -120 _100 .80 -60 -40 -20 0 20 40 60 77 147+00 4946 4944 4942 4940 4938 -1-- 91110 'amp 120 -100 -80 -60 -40 -20 0 20 40 w ro NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES. AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Dbtef CHECKED BY: a Water & wast wo er Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date ,3 LU Lu Z Lu 00 Q- — j Lu Z Ur Z J W UQ J O IV w N J > LU Of LL0 W >-� (9 ( 0 : F- Lu 0 w CO O U d cn 2 r LL IOL U Permit -Seal Project Number. 187010590 File Name: C-314 Fcs T MCs Dwn. Chkd, Dsan. YY.MM.DD Drawing No. C-314 Revision Sheet 0 94 of 1 }e# C-1 182 E T'- B 150+50 -120 -100 -80 -60 -40 -20 0 20 40 60 8B2 150+00 fR of v e a e a v e 3 4942 - - _. 4942 .. _ - _. 4940 — - - _. _ ..-. 4940 .4 4938 -- - - �- - - 4938 - - 4938 -- - -- -_ \ - -- - - 2. - _ _ - - - - 4936 ._- , 3 ' ffA, Y UA 0 O J J J -120 -100 -80 -60 -40 -20 0 149+50 I I � I ; I i >3 i I .I 'I -120 -100 -80 -60 -40 -20 0 149+00 I I% e� v � oa m � CV tV 8 20 40 60 80 20 40 60 8B2 - w_ - g ---- 4942 4940 +-- — - ` 4940 493E - - - - - - - - - f 4938 - _ O o -120 -100 -80 -60 -40 -20 0 i ORMOIL SHEET - MOH O 20 40 60 80 1(1111): 152+50 N e m RN! a m -r4 i 4936 a a a 4936 4934 4932 - - - 4934 4932 4930 -_ --. - - - - - -- - - - - --- - - � 4930 i 3r - - J v, J O J -120 -100 -80 -60 -40 -20 0 20 40 60 BE1 152+00 ■ .: 4932 4930 IR: ■■■■■■ ii ■■ ■ ■ [ MEN I■MET ■■■■■■ II - 1 ■■■ ■ III MEN ■■■■■■ Illi I ■■■■■ �■ ■II■■■■�■■■■■■ENE■■E■■1■ENI ■■■■■■ II■■I ■■ ■■ �■ ■II■■ ■�■■ ■■■■■■■■■■��■■■I ■■II ME BENI sp~' MEMNON 11ME11 ■■■■■■i011 II■■■ ■■■E■■■N■'■■�■■ `�I ■■■■■■ II I ■ ■ ■ ■■■�■■■■■ ■■�■■ ■■ ■■■■■■■■�■■�� ■■■■■■■■1■NEI ■■■■■■■II ■I ■■ ■ ■■■■■�■II I■■■■ ■■I� ■■■�■■■■■ ■■■■■■■■Ii■F-1 II I ■■■■■ MEN! smo■■■■■■ ■II■■■■I■■■■■■■■■■■■■■I■■ ■■■■■■■II I■ ■■ ■ ■I ■■■�■■■ MEN ■■■■■■■■ ■ ■■■■■■ II ! ■ ■■■ ■�-���o���o�o�o�o����o�o��-o-�o�� !!I�■■■■�■■■■ ME■■■■■■■■_ ■■I �■■■■Nil ..■.�WI� :I■■■■■■■■■ NEE !al■E■E■■ ■■■E■■ ■■1 120 -100 -80 -60 -40 -20 0 20 40 60 80 151 +50 4938 4 938 - � - 4936 4 938 iE 4934 - - - -- 4934 -- - - - - _ - -" - — 4932 - - - 4932 -- - - - - is Y J W u- ll -120 -100 -80 -60 -40 -20 0 151+00 20 40 60 8083 97!O� 4934 In ■ ■■■■■■■■ ■■■■■i■■■■■■■■ ■ ■■ . ■ I■■■ ■■■■■ ENE. ■■�■■ ■ ■■■■ ■■■■■■■I■■E ■■ ■II■■■■■■I■■■■i0 0 ■■ ■■■■I■ ■■■■■ 04 ��■i ■■ill■■■■I■■■■n•� ■■■■■■■■■■I■■� No ■■ ME ■■■� ■�■■ ■I■■■■1■■■ I■®■■I■■■ ■■■■■■�I�i I■■ ■■■■■■■■■■1■■■ ■�■1 ■■■■■ ■■ ■I■■■■I■■ NEON ■■■■■■�■■1■■■ ■■■■■■■I■1 ■■■■E■ ■_■IaI■■■=i■■NEON■NNE■■■■1■■ ■■■■■■■ 1■■■■■■■ � ■1 I■■■ I■■N■NE■■EN■■■■=■■■ ■E■■■■■ ■chi■■■■■N ■1■I■■■■I■■■E ■■N■■■=N■ ■■r,, ■■■■■ i■■1■I■■■■I■■■■■■■■■■■ MEIN ■i ■■■■■Owl■F■■E■■■ ■■1■I■■■■I■■■■■N■■■■■■■■I■ ■1 ■■■■■■EMI■�■■■■■■■ ■E3l1■■■■I■■■O.'.'.©■■■■■■■ENA■■■1 ■■■■■■I!� Ni� ■■■■■■ - I■N9 I■■■IBIN■■ ON■■■EN■■EI■ENI ■■■■■■E'dlE- ■■■■■■■ ■E ei■■■©I■■ENO■E■■■■■■N�■■■I -120 -100 -80 -60 -40 -20 0 20 40 60 502 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: AD City En e CHECKED BY: 9A Water &Waste%al!ter Utility Date CHECKED 4!YJ1A0A BY: p Stormwater Utility Date CHECKED BY: Parks do Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date a C N 00 L :3 20 u�<o to v U N N - 0 i a;oaa V L = N CN.7 0 o I r- r- C N U N Tri .; s 9 Z' C6 a, N x o 0 it oy • 8 sis� � E.a 'kz02B � a6 gp P� p 0 25 G�Uu3A p C G E'E Ea �a o�lo g i V/ i-- Z wz �w >a O a> W z Z J 0 Z 0 �CD � W 0 w g O w N X Ow W 0z9 0 1 wl` O LLI w O� 2z X0 -d U .? u) X: 0 LL LIL U Permit -Seal Project Number. 187010590 File Name: C-315 Foe 0 Z Of 7V 00 U z U) O v) Q � <D MCS Own. Chkd. Dann. YY.MM.DD Drawing No. C-315 Revision Sheet 0 95 of 1ItAl- C-1 282 154+50 3 < a O--.._ .._........ 4934 --- -- -.... - - -- - - --- - — —. .- - -- --, -- 4934 - -- - - _- -_ _ 4932 -- - ----- --- 5 4932 - - u'S � M LL LL -120 -100 -80 -60 40 -20 0 20 40 60 861 154+00 N t0 O O N C6 O O O 4934 4932 4930 -- - - - -_� 4934 4932 4930 - - - -- -- - - --- - - I - - - - - 3 - -JI - —+ 1 __ o- FLI- LL LL LL -120 -100 -80 -60 -40 -20 0 20 40 60 80 153+50 v , 3 0 17 a a c v a v e 3 4936 - - - - - - - - -- - -- - - 4936 4934 4932 4930 - - - - -- _ TS 4934 4932 4930 - - - -- - - - - -- -_ - -- -- -- -1.33 _ - - -- - - - - --- - - - -- -- -- -- -- - - - - -- - i ---- --- - - CP _ 4-4- - - - -120 -100 -80 -60 -40 -20 0 20 40 60 80 153+00 n N \ -120 -100 -80 -60 -40 -20 0 i� ORIGINAL SHEET - ARCH D 20 40 60 80 156+50 4934 4932 4930 4928 4928 -+ (2 A 4934 4932 4930 4928 4928 - --- O 2. - -- - -- - - - -- - = } / / -- - - - - N h N tp W J LL W -120 -100 -80 -60 40 -20 0 20 40 60 80 156+00 li■1m■'i■i'iiiil = WEN �i=i11111111. ■■■■■■■■i.� iiMI ■■■ ■■WIEN INEE■■ i ■■■■■i �I ■■■■■ 4936 4932 ■�■iiliiiiinii iiiiiiiiriniiiiiiiiii■iiliii�i 4934-- li .. 32 , . ■■■■■■■■■1■1■I■■■■ ■■��_■_■I�'I\�■■N_IE■■=■■MINE■ ■■■■■■■■■1■1�1��■_' „ �^�..�� �I ��■■■■�■_�■■�I�IC� i i■�■�■i■i■N■■o' ■■■�1■■■On ■ �� �■ i�■■I,-■_�■■■_■.I � ■■ ■■Ili■�■■■■I■■■■■■F■1■■■■11 iENNEN Ni ■■■■■■■IIW1■�I■■i■ ■■I� ■i■■■■i■■■■■■■I■Miw_ ■■■II ■ 1 IPri ■I■ ■■■■�■ it■■■■■■■1■■IONEEMEN ON� 1 No ■���■■■■ ■■■■■■��I■I■■■■N■■��■■���■ ■■■NI■■■■■■■IO■■I1'' ■■■■■■■■■IRiI■I■■■■■■ Emil ■■���■�■■■NI■■■■■■■i■■■ -120 -100 -80 -60 40 -20 0 155+50 20 40 60 w ■■■■ ■ II1C=■■■■ ■■I■■�11/llll■■■■■I■■■■■■■�■■ i ENil .. , !! MENEM NO 51 ON ON NO I - I 1 ■■■■■■IN ■1 JIMENEEMEMEMEMN- ■■■I■■■■■■■■■■■N ■■■■■■■■II■■■ ■■■ I �i�t II■■■■■i■■■■■■�l■■M■II ■■■■■■■■■II■■■■■■■ ■■I■■�111�11■■■■■�■■■■■■r■■II ■■■■E1111I1'21■■I■■■ ■■I■■�11111■■■■■I■■■■■■��■■ ■■■■ I■■ ■■■ ■■I■■�Illf 11■■■■■I■■■■■■ ■■ NO iI II ����■���■E������ll��l��IIIIII�����I������R�■�� NONE l�1����� ���������k � ��1�� 1������ ���i11 -120 -100 -80 -60 -40 -20 0 155+00 20 40 60 861 1. INN min Egigiminglommmim MEEP NO ■■■■■■�� w I'll NO i MEN I ME w ■� ■1�� ICI■1�■1■■■��■■ 1 ■■■�■■■ I. ■■■■■■■■�■■I■■■■■ loin ■1■■■ 1■■ ■■■■■■■ ■■■■■ ■I■■I■■■■■ ■■i■■ill■1■■1■■■�1■■■PREE■■■■-1 ■■■■�ii IiiEME ■■i■■IndM01NM..MENE . i■i®iiWEE ■■■■�■■Ii ■■■moliimimmimmmmimmmmmmm■■■■■■■Elm im■■■■l■■Isimini■■■o1■■■■■■■J■■ ■■■■■■EMENEEENIM■I■■■■■ ■■I■■I■I■1■■1■■■i1■■■■■■�i■■is ■■I■■I■I■1■■1■■MINEENE ill■■■■■■■■■■ INEEMENNEEN ■■■■■■■■�■©■I■■■■■ ■I NO �I■�I�■■ ■■i■■Ill■1■�■N■1■■■■■ 1■ ■■■■MI Ii■■ 111 �mmmmmommionimmmmo ■■�11111111 ■ ■®1 � id®I■��® ■■■��■■■■■ NMI 1lMMMMEMEN1wM -120 -100 -80 -60 40 -20 0 20 40 60 882 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL MI Y NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL n APPROVED: . City Engineer Date CHECKED BY: N: Water & Waste ater Utility Date CHECKED BY•;(�:� Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 9 is n N N 00 E rn ro Ta 75 O C y C4 N o uio-*-t0 U t N o I 0) 0) c Isg� 0 a C U N No fn $I°aco E! a 0 o„ g�yB Q�w �7iYv a w gg v. 00 1�. ocmo g r wZ 2w 00 d LLI �w Z q) �QQ J Z J J O UZj5 IV (D ww — W W Z O LL 0 i U ILL F— O E it ~Of (--0 UcA 2LL U Permit -Seal Project Number. 187010590 File Name: C-316 Fcs J V MCS n. Chkd. Dean, YY.MM.DD Drawing No. C-316 Revision Sheet 0 96 of 11;(//- C 282 V li 0 oa M J N 5!8 158+50 -120 -100 -80 -60 40 -20 0 20 40 60 80 100 120 157+50 120 -100 -80 -60 40 -20 0 20 40 60 80 100 12C 157+00 e e e e 4934 ---- - -.. - - --.... -- .. 49U 4932 -- -_ - --- - - 4932 - ., 4930 _ _ . ' _.. - - - - - _.. - - - - 49M 4928 "�-- - -- -- -- -- - -..._ .__ _. _ �� -- -- 928 6 0 -- - -- - - --- - o. f aW J --.W N \ -120 -100 -80 -60 40 -20 0 i� ORCMN. SHEET - ARCH 0 20 40 60 80 10011 160+50 W V C6N a 4932 4930 49M 4932 4930 4928 - - -' i - o - 52 RI W J LL J W 120 -100 -60 -60 40 -20 0 20 40 60 80 10C 160+00 m n m m e e e e e 4932 4930 4928 K 4932 4930 4928 `' --- - - -- - - — - - -- - - -2 --- ---- -- - - - -- _ n a N lotr n W LL J W 20 -100 -80 -60 -40 -20 0 20 40 60 80 94 159+50 e - 4932 - 4930 4928 --- 4932 4930 4928 _. ---�--- = - - -- - -- n m C N N W J LL LL W 120 -100 -80 -60 40 -20 0 20 40 60 80 89 159+00 ■■■■■ � ■i ■■■ ■■■�iRi■i ■i�1■11i■■p ■■■ MEMO —MN N41 ■■■■■■■ ■■■■■■■■■■■I■N ■■I■N1■� ■■■■i■■� ■■■■■■ ■■■■■■■■■■■ ■■■■■I■■1■■I ■■01■■ MEN — NNE ■■■ ■■■■■■■■■■R1■■■■■IN11■■1■■■■1■■■1 ■ 4932 ■■■■■ ■■■■■�®■■__■_■■_■�1■■_■■■li �1■1■■I■■■■ ■■■ . ■■■■■■ME ■■■�.�.�____.._��-__�� �I��� � I■■■il� I l■■11■MENE ■■ .., ■ ■■■■■N■■■■■ ■ r ■■ I ■■■ ■■■■■■■■■■ ■■■■I■■ 1� ■■■■■■ ■■■�■■■■■■■■■■N1■■■■■I■� I ■■■�■� ■ ■■■■■■ ■■■■■■■■■■■■■■N1■■■■■I■�■I■■ ■I■NI ■ ■■■■■■■■■■■■■■NINE■■■I■��■■I■�■1■■■11■ ;ME ■■ �■■■ ■■■ --■■■■■■■■■�■■■1■��■■I■ ■■I��■■�■■■��■ ■■■■■■ ■■ ■■■■■■■■ ■■■1■ ■■I■I ■I ■■I■■■ ■■■■■■ ■■ .- ■■■■■■■■■■■N1■■■■■I■ml■■I■■■■I■■■1■■ ■■■■■■ ■■■■■■■F:�■■■■■�1■!�■■im:I■ni■■I■■■61■■ ■■■■■■ ■■�1■■■■■�■■■■■■EIS■Ei■■EdlEil��■EJ■■■i��■■■�■■ -120 -100 -80 -60 -40 -20 0 20 40 60 79 NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. CALL UnLITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE EEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILFrIES. City of Fort Collins, Colorado UTILITY P APPF30VAL APPROVED: *ae City Engineer CHECKED BY: MA Water & Wast w ter Utility Date CHECKED BY tym Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date c � c N N N (D O N ro IR 2 o0 iidi t�ii O N N 2% U O V O c N O O �, v F .t.. O 1 T iT O I [� C N U N 'Y E. sea o=Ygg� f2�.• � v $E«« C L•EELv«� F O O r N O 0 0 8 Y II16 r Z 2w 00 Q' J aw �w Z Z o0 LLI 0 g 0 U� N JD ( ww =z ir LL LLu 0 06 >- U It � c _ Ucn m =� 1C U Permit -Seal C O W y; Project Number. 187010590 File Name: C-317 Fcs MCS own. Chkd. Dean. YY.MM.DD Drawing No. C-317 Revision Sheet 0 97 of 13944 C - 1 282 W N 162+50 N N p O 4934 - - - - - -- _ 4934 — - - - - - - - - - 4932 - ---- - - -- --... 4932 -- - -- -- 4930 -._ - _ .� _ _.. - - -''1. - 4930 ,, � 4928 4928 ' O ❑ - fr ❑ J O -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 117 162+00 N W (�V p� O �p A O - r O O 4934 _... .... __ - - - — - 49M -- 4932 I 4932 4930 - - — - 4930 --- _ -- _ - 4928 - - - -... - ..- �_-- .__ --- -- ,, 4928 -- - - —'-- - - a n 69 J J J O -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 115 161+50 v; 4932 - --- - -- - 4932 . 4930 �- ��- - - - - 49M 4928 4928 - — F J J W 120 -100 -80 -60 40 -20 0 20 40 60 80 100 112 161+00 lei V� 4932 - -- —-- 4932 to i4930 , __ _- _ _ _ .— 930 4926 -- -- - ' __ - - I-..._ __..-_ - -_ --- - -- 4928 1 Q t - - v $m — — 3, — - — - O - oa n - oco T -- -- N OJi � N �g J LL J LL W n N \ -120 -100 -80 -60 40 -20 0 20 40 60 80 100 105 i� n ommw SHEEr - on o NOTES 1. SEE SHEET C-306 FOR TYPICAL SECTION LEGEND, NOTES, AND ABBREVIATIONS. 164+50 4932 v O _ - - - -- 4932 49M - - 4928 4926 49M 4928 4928 - - -- - - .0 0 � - - - -- -- _ -- -- - -- - - 4924 - � � 4924 l �f ❑ � ilO J ❑ J ❑ -120 -100 -80 -60 40 -20 0 20 40 60 80 100 120 164+00 Ih N t` N a s a a v''im v a 49M -- - - 49M - 4932 4932 -- 49M - 4930 - .01 4928 492877 Yn} 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 12C 163+50 49M 4932 N N m N pt t0V ry a6 ui e s a e s- a: 4930 4928 - 4932 49M 4928 - - - - - - N _ ILL❑ ELL t J O J ❑ -- — - — - -120 -100 -80 -60 40 -20 0 20 40 60 80 100 119 163+00 404 4934 e3 rc � - 4932 - 4932 49M 4928 2 - 4928 - Ik- 4i - - t I, I lilt il IEI I IF N U J ❑ 120 -100 -80 -60 40 -20 0 20 40 60 80 100 119 CALL LML" NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLA APPROVAL APPROVED: t City Engineer � D e CHECKED BY: (�:A Water &Waste ater Utility Date CHECKED 6Y: yl 6—yf A7 Stormwater Utility Date CHECKED BY: Parks do Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 16 C O c � N to E = rn M is N v U � C � N 00 00 F e o M to o � u� U r N o o r 0 1 rn rn o '3 c pp�vN L g y8 Cl) N Li a0 LOi E o o � gB�$ g Cn Z W Z 00 aw W Z W �Z IY Wg J 0 — IV J 0 J — U W� F�—/ LL W eft W 0 LL Q } O U O x � 0 U U 2 ILL Ilp U Permit -Seal Project Number: 187010590 File Name: C-318 Fcs MCs own. Chkd. Dsan, YY.MM.DD Drawing No. C-318 a A2 W, Revision Sheet 0 98 of 1W4 C-1 262 N CC) F ROW WITH OFFSET N SECTION R-� ELEVATION � r 4 58 4956 4954 4952 4950 �I TYP I ■■■■■■■■■■■g1■■111■■■■■i�■■1■■■■■■■=■1■ E�■■■■■■■■■■u1■■€1■■■■■■�■■ 1■■■■E-1■ ■l IN ■■■■III ■■■■■■1■■■1■■■■■■�■■■1■■O■■1■■1■■IE ■ ■■■■■■■■■11■■■1■■■■ ` , . ■■ ■■1■■1■■1■ ■■1■■1■■1■ • • . ` • ■11■■■■O■■! �I1■■■ ION ■I/ ■1■■1■ ■�ME■ ■■O\■d■'■ NNE ■I■MINE ■1■■I■ ■ ■■I,a 1001 1■��■■111 ■1■■I►I ■■ ■■Ii,■1111 f_■__0_■1_ 0■■■■1■■1■■I■ ■ == 0� =a■■1O MIN ■■ 1■■■■■■li■■1■■I\li ■■���■■�■■III ■■1■ MIN ■■ - = 6■■1■■I■ ■■NEON ■■■III E■1■■■1■■ n■■■■■1■■1■■1■ ■■■■■■■■■EE�I■ III ■I■ MEN ■■��■■■1■■■■■1■■a■11■ ■■■■■■■■■E■MI■ MEN ■■■■En:■■ I■■■■E■E�■[�1■ ■E■ENEE E■■EMI■ oil ■■■MEN! WINE No 4 • � a.• • a,. aaoa SEE ABBREVIATIONS THIS SHEET ABBREVIATIONS r ROW RIGHT-OF-WAY BOW BACK OF SIDEWALK FOW FRONT OF SIDEWALK SC SAWCUT FL FLOWLINE FD LIMITS OF FULL DEPTH ASPHALT NOTES 1. FULL DEPTH FOR MEDIAN CONSTRUCTION IN SOME SECTIONS EXTEND TO THE LANE LINE (LL). 2. SOME MILL OVERLAY SECTIONS REQUIRE A THICKER THAN 2" OVERLAY. CONSTRUCT WITH LEVELING COURSE. E 3. ALL CURB IS OUTFALL EXCEPT WHERE DRAINING TO MEDIAN. 4. FOR PARTIAL ROAD CONSTRUCTION, EXTEND MILL OVERLAY TO EXISTING CROWN OF ROAD. 12+50 G 4934 4932 it 4930 4928 -75 -60 40 -20 0 20 40 60 12+00 E 4934 u 4932 4930 4928 g N 4934 U i 4932 s 4930 v o E 4928 o � �a tV m� - ` - - - � � m -- J J - ° -- - - - 1 - W WU < r W m LL LL LL LL LL LL 4934 4932 4930 4934 4928 4932 4930 4928 -75 -60 40 -20 0 20 40 60 75 11+50 j -80 -60 40 -20 0 OR17W gfM - ARCH D ME 0 49M 4932 4934 49M 4932 4928 49M 4928 4958 SIDEWALK 4956 4954 4952 4950 14+00 p P! N q N -- —Tr 3 n _ — 3 - LL LL LL 4932 49M 4928 49M $ � i4 uO1i 4932 49M w _ _ 4928 .93 _. 4926 `3 r LL -75 -60 40 -20 0 20 40 60 75 15+50 49M 4932 4932 49M 4930 4928 4928 4928 -75 -60 -40 -20 0 20 40 60 75 13+50 49M 4934 4932 4932 49M 4930 4928 4928 PIN -75 -60 -40 -20 0 20 40 60 75 13+00 4934 4934 4932 4932 4930 49M 4928 4928 20 40 60 75 $ v m N # — { U Y , 3 I , N LL LL LL -75 -60 40 -20 0 15+00 20 40 60 75 iiiiii O■ OF oil i ■i ■■�I■■■■■■ ■■■■■EI■ ' ! ■■ ■ ■■■FBI■■■■■■�■■■■E■I■■E■lEE .��.�■ soon ME ..■�■■I■ ■NEE I■■■N■■■■■■■■■I=■■■�■■■■I■1■ ■■■■I■■■■■NEE■■■■■I ■■■■ ■I■1■ ■■■■1■■■■ENNEN■■N■I■ ��■ ■■■■■■■■I■�■ ■■■■I■■■■E■■■■E■N■ 1■ ■■■■1■■E■O■■■ME�NMI•\�\■■ ■■■ ■■I■1 ■■■■!■■�■■�0��.r., I■i��i� ■■ ■■IS ■ ■■I■! ME NIA■ ■■ ■I■■■a ■■■ ■■■ ■■�■I■■■■■■fi■■■■■EI■■ ■ ■i I■�■ 1i■I ■■■■IEN ■N■ ■■■■■■I■■■■■■ ■■■■I■■■i■■■■■■N■EI■■■■ MEN ■■�■�■1■ ■EN■I■■■■EN■■■ MEN ■I■ ■■■■■■ ■3■N Elm Ems E3■ ■■■■I■■■■■■■■■ ■EN■I■NEE■E■■ NONE EIN �■■■■� ■■�■ EO1 = MW=M1 ��� �����M d ��� ��� M1 -75 -60 40 -20 0 20 40 60 75 14+50 4934 491 4932 4932 49M 4930 4928 4928 -75 -60 40 -20 0 20 40 60 75 iN Ii0 i0■iiiiiiiiMENU ■■ I■■■■■■E■■■ENE■ ■■ ■■■� I■■ ■III ■■I■N■■■■■■■■ MEMO 1 ■■■■■■■ I■■ ■III ■■IE■■■■E■■■■ MEMO 1■ ■■■■0■■■1�■ ■■■■1■■ENNE■■■■ NEON 1 ■■ ■■■■■I ■ ■■■■IO■■■■■■E■■■■■■1� ■■■�■■■■ I■■ ■■■■O■■■■■■■■E■■��■■■■■■■■�I■■ I■ ■ ■■E■I■■ �lwliii■ ■i� -�_ —I�i■ ■■E■I■N�■■■■■■ 1■���I■■ ■■■■I■■■MEND■■■■■■E1 ■■ ■ I■■ ■■■■I■■■■■■■■■■■E■i■■■■��i�■I■■ ■■E■I■■■■■■■■■■■■E ■1 ■■■■■■� ■EN■I■■■■■■■■■■■■■■1■1■■■■■■■■■� ■EN■I■■■■■EN■■■NEEI�I■!I■■EN■!�■■E��■ ■EN■I■■ III ■■ENEE■E■Et l■1■11101 N■� ■111111 MEN -75 -60 40 -20 0 20 40 60 75 4932 4930 4928 4926 49U 4932 4930 4928 4934 4932 4930 4928 1:20H 20' M. 40' 1:SV0 5- 7.5' 10' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAt4 APPROVAL APPROVED: City Engineer Dae�7 CHECKED BY: lI& Water & Wastewater Utility Date CHECKED BY-� ld7TIQ7 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Cn z W Z 00 a_; W 0 0 Z O W- W QOQ' ---1 O— Z J J UCt) WliII- � W-W of N(LIP Lu LL OO ( O � N W WO U U) M LL u- .92 U Permit -Seal AI DO O 0 M W ui CO CD O Lu mrVU F- Project Number. 187010590 File Name: C-322 Fcs MCS �n�kd, YY.MM.DDYY.MM.DD Drawing No. C-322 Revision Sheet 0 99 of 11,8A# C-1 282