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Home My WebLink AboutDRAKE ZIEGLER IMPROVEMENT PROJECT PHASE 2 AND 3 - Filed STR-STREETS - 2008-05-05.� CIO CV DRAKE/ZEIGLER IMPPOVEMFNT PROJECT PREPARED FOR THE CITY OF FORT COLLINS M Immulaffle] CONTACT LIST: STREET OVERS17ING STAFF: MATT BAKER: 222-0748 MARK LAKEN: 222-3546 CRAIG FARVER: 222-0854 JR ENGINEERING: MIKE BRAKE: 491-9888 TIM HALPHOFF: 491-9888 QWEST: WATER/WASTEWATER: CAROL VEYSEY: 225-7843 ROGER BUFFINGTON: 221-6854 XCEL ENERGY: STORMWATER: CONNIE WOODWARD: 225-7843 GLEN SCHLUETER: 221-6700 LIGHT AND POWER: DOUG MARTINE: 221-6700 TRAFFIC: ERIC BRACKE: 224-6062 SYL MIRELES: 221-6815 RICH BREWBAKER: 221-6792 COMCAST: 493-7400 POUDRE VALLEY REA: 226-1234 NORTH POUDRE IRRIGATION CO: DITCH RIDER: 568-3612 BOX ELDER DITCH COMPANY: DITCH RIDER: 482-3067 ABBREVIATION LIST: A.D Algebraic Difference ASS'Y Assembly B.O. Blow —off Valve CBC Concrete Box Culvert CL Centerline CMP Corrugated Metal Pipe D.E. Drainage Easement EL Elevation EX Existing FES Flared End Section FL Flowline GB Grade Break GV Gate Valve HP High Point HYD'T Hydrant I.E. Irrigation Easement INV Invert IRR Irrigation KB Kick Block L.E. Landscape Easement LF Linear Feet LP Low Point LT Left MH Manhole DATE: P.E. Pedestrian Easement PC Point of Curvature PCC Point of Compound Curvature PCR Point of Curb Return PI Point of Intersection PRC Point of Reverse Curvature PT Point of Tangency PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RT Right SAN Sanitary Sewer ST Storm Sewer STA Station TB Thrust Block TBW Top Back of Walk TOA Top of Asphalt TOF Top of Foundation TYP Typical U.E. Utility Easement VCP Vitrified Clay Pipe VPC Vertical Point of Curvature VPI Vertical Point of Intersection VPT Vertical Point of Tangency WL Water Line DEPARTMENT - STREET JANUARY 2007 VICINITY MAP - N.T.S. BENCHMARKS: 1111,10 wo, �a�r�arra9rzm�raa`i 1. CITY OF FORT COLLINS BENCHMARK #2-94 EL. 4878.37' EAST DRAKE AND COUNTY RD 9, EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF SECTION CORNER MONUMENT IN RANGE BOX 2. CITY OF FORT COLLINS BENCHMARK #3-94 EL = 4887.78' EAST SIDE OF COUNTY RD 9 ON FOSSIL CREEK RESERVOIR INLET CANAL, ACROSS FROM 24" CMP IRRIGATION PIPE, ON CONCRETE HEADWALL BASIS OF BEARINGS: CONSIDERING THE EAST LINE OF THE NORTHEAST CORNER OF SAID SECTION 219 AS BEING SOUTH 00 10' 52" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERTO. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 — CALL 48 HOURS BEFORE YOU DIG — INCLUDE THE FOLLOWING INFORMATION: — COUNTY, CITY, SECTION AND I SECTION OR COUNTY,TOWNSHIP,SECTION AND } SECTION — CALLER'S NAME AND FIRM NAME AND ADDRESS — CAN BE REACHED PHONE NUMBER AND A BEST TIME TO CALL — LOCATION OF PROPOSED EXCAVATION, TYPE AND EXTENET OF WORK — STARTING TIME AND DATE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION SHEET NUMBER: 2 3 4 5 6 7-9 10-14 15-16 17-18 19-25 26 27-28 29-32 33-34 35-43 44 45 46 47 48- 51 52-54 55-68 69-74 INDEX OF SHEETS: SHEET DESCRIPTION COVER SHEET TYPICAL SECTIONS GENERAL NOTES HORIZONTAL CONTROL PHASING PLAN RIGHT OF WAY MAP REMOVE AND REPLACE PLAN AND PROFILE GRADING PLAN EROSION CONTROL PLAN STORM SEWER PLAN AND PROFILE FCRID REALIGNMENT PLAN AND PROFILE FCRID REALIGNMENT CROSS SECTIONS FOOTHILLS CHANNEL 7'X20' CIP BOX CULVERT SIGNING AND STRIPING PLAN ROADWAY CROSS SECTIONS POND 269 8'X4' PRECAST BOX PLAN AND PROFILE POND 216 GRADING AND EROSION CONTROL POND 216 SIPHON PIPE PLAN AND PROFILE JUNCTION BOX 3 DETAILS POND 216, POND 269, SIPHON PIPE DETAILS OUTFALL CHANNEL GRADING PLAN COTTONWOOD FARMS 7'X20' CIP BOX CULVERT DETAILS ENGINEER'S NOTE: THE CITY OF FORT COLLINS HAS COMPILED THE FOLLOWING SETS OF PLANS TO COMPLETE ALL OF THE WORK NECESSARY FOR THE EAST DRAKE ROAD IMPROVEMENTS: — DRAKE/ZEIGLER IMPROVEMENTS — JR ENGINEERING — RIGDEN FARM 6TH FILING — JR ENGINEERING — STRAUSS LAKES FOSSIL CREEK RESERVOIR INLET DITCH (FCRID) BOX CULVERT — DREXELL, BARRELL & CO. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: 1' D�- CITY ENWNEER DATE CHECKED BY: ox� 14161 ,d �,+�� ATER AND WASTE WaR UTILITY DATE CHECKED BY: za) STORMWATER UTILITY DATE CHECKED BY: /U4- - PARKS AND RECREATION DATE CHECKED BY: e-- Z' /'957 TRAFFIC ENGINEER DATE CHECKED BY: NORTH POUDRE IRRIGATION CO. APPROVAL: APPROVED: ,2 G O EVE TE BOXELDER DITCH COMPANY APPROVAL: APPROVED: REPRESENTATIVE DATE I BY: APPROVED BY: SHE[ MAL I I DRAKE/ZEIGLER IMPROVEMENT PROJECT - PHASE 2 11 SCALE: DATE: I CHECKED BY: DATE: N.T.S. 112-27-2006. COVER SHEET OF �-1 281 x .. CV V � z � ZFf NZ w Lj L C) DRAKE RD. a a w» > m wv)xLiY a- O~OfW— OF xQ°°Q��I o¢ w p — (n !Y IN REGIONAL CH NNEL �� o w 1 I RELOCATE HEADGATE. / w9 -- S w 0 0 0 0 O LIMITS OF CONSTRUCTION INSTALL 147 LF 12" PVC & HEADGATE W O"C1� p w d d w a _j V) k- \ D�aaaa00< 1 FOR THIS PLAN SE / AT NEW FCRID DITCH LOCATION / / z U w EO Q z a- 0- O IL Z w 0 SEE SHEET (7 / - m O �- - - - - - - - X - - - - -, STORM SE INSTALL STORM MH, _J LIMITS OF a TO BE CONSTUCTE :): 61 LF 36" RCP & FES = FOR THIS ZOf x - - - - X - - - - - X _ "' MATH THIS PLAN SE AT NEW FCRID DITCH LOCATIO (SEE INCLUDED RIGDEN FAR (SEE SHEET 10) 11 �� J -- ------------ ------------�_- -----------� ----= FILING 6 SHEET �/ I CROSS! 2ti f / 0 REMOVED Q N y • • • --. • • I I / i METER TOBEREMOVED. UL AND HORSETOOTH R a) I I STORM SEWER r TELEPHONE PEDESTAL TO BE U 1, 4WITHTO BTHSOPLANCSEDT /-\,-{i- II . EXIST. STORM MH O I I I �� + RELOCATED COORDINATE WITH E - - - - - - - - - - - - - - - - - -+- �� APPLICABLE UTILITY COMPANY li 4 -----� -� ---- - - 95 lF 6" WATERLINE TO BE +�� (SEE SHEET �) -f - _ - h '-'"' - (BURIED)(FIELD VERIFY) 1n I (RIGDEN FILING 6 N4 TO BE v -STORM SEWER - CONSTRUCTED 10' PAST ROW. I I _ _ - - -- + t i' / INSTALLED PRIOR TO REMOVAL) ADJUST. RIM=4892.94 TO BE CONSTUCTED MJ PLUG W/ 2" BLOWOFF I I _ - - - - - REMOVE ISTING 1 ROTATE CONE AWAY Ld o O MATH THIS PLAN SET - - - - - • _ - • • I + I Of 95 LF OF PVC I I I EXIST. COFC 6" WATERMAN FROM WALK, AND RELOCATE Z _ - - _ - - - - . TURE 6� WALK I I i I I �? �., 0 (SEE INCLUDED RIGDEN FARM / _ PIPE TO MH I TO BE ABANDONED STEPS AS NECESSARY C) - - _ FILING 6 SHEET 4r),ty / - - - - - ��"�— I II i �� `", -F FILL PIPE END W/ FLOW FILL LJ G p ft� Ca RO l II REM - - +-_� ... - ' - ---- ---- ------ D_ p - - - ,�tf - - - - - - - Fey � � F-- -- --- 0 woo ---------------- _-- .----- -- -�� te - _ __--_---- maoo e n,00 - - _. _.. - OD - 3-4" PVC SLEEVES. TO - __ ie+oo �__ ----�--- - _ - _ BE LOCATED BY OWNER. >� _ _ --+- - ZIEGLER ROAD C� _ X -------------------'- - - - - - - I- - - u i W EXIST. STORM MH b - _ _ -_ '--'`-' ---- --- = RO -- �-- STORM SEWER 1 W TO BE CONSTUCTED i =I II BURIED) _ - _____ WITH THIS PLAN SET g ADJUST. RIM 4889.14 `EXIST W - - - (SEE INCLUDED RIGDEN FARM �i +e II 30" SANITARY SEWER TO BE CONSTRUCTED I as ___ ----- _ ---- - --- 7u - - - - LIMITS OF I FILING 6 SHEET 115) I i I BY OTHERS. (NOT PART OF THIS LEAVE KNOCK OUT ONSTRUCTIO I I I + CONTRACT) TO BE COORD. W/ CITY OF FORT VIRRIGATI N WORKS V c _ FOR FUTURE CONNECTION I (I COLLINS WATER & WASTE WATER UTILITY. TO REM IN�- _ _-- — ROPOSED ROIN I EXISTING EMERGENGIY I i II I 221-6700 Y 5 - I i ACCESS FOR RIGDEN I I _ _ I FARM, 6th FILING ( .I I PROPOSED STONERIDGE SPILLWAY LOCATION * ,K i 50 25 0 50 100 (SEE DETAIL PER SHT. 32) i o CITY TRAIL AS SH WN ALONG ZIEGLER ROAD I it - LI I- L_--- 1 - - � II INSTALL TYPE L RIPRAP TO BACK OF WALK / ul EXIST. IRRIGATION MH (39'x17'08" BURIED HORIZONTAL I I MAY BE CONSTRUCTED W/ DRAKE ZIEGLER I I _ _ _ _ __ I )( ) m - EXIST- RIM=4881.98 IMPROVEMENTS -PHASE 2 I LLr I I - I 4'x 8' BOX CULVERT � � I >- T I I � 5.60 SCALE: 1" = 50' �"i .40C rn TO BE CONSTRUCTED 10' TRAIL I ADJUST. TE MODIFICATIONS TO BE CONSTRUCTED I COORDINATE MODIFICATIONS A IRRIGATION / VERTICAL I I MATH THIS PLAN SET I I WORKS WITH STONERIDGE HOA I ' LIMITS OF CONSTRUCTION �__ _ _ . _ .. _ _ � I I i WITH THIS PLAN SET /I I I I �' / SCALE: 1" = 5' (SEE INCLUDED RIGDEN FARM FILING 6 SHEET fM OR THIS PLAN SET I I I I I I RIGDEN FARM FILING 6 i 4r EXISTING STONERIDGE SPILLWAY / I y I I I I qBOUNDARY TO BE REMOVED AND REPLACED MATH STRUCTURAL / I I u II I FILL TO TOP OF EXIST. GROUND ELEVATION. NOTES II I SHADED STORM SE1�EF11 I Ii 1 COMPACT TO 95% COMPACTION. RESEED AND / i / 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW MULCH DISTURBED AREAS IN ACCORDANCE WITH / CONSTRUCTION IS PROPOSED. *� EROSION CONTROL PLAN, SEE SHEET 46. / I I L NOT TO BE CONSTRUCTEq � � - - J i i UNDER THI CONTRACT d _ _ _ ` 11 / / 2. CP TEST STATIONS TO BE RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY I I / CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. w 1 �� 11 � / / PHONE:221-6700 F- Q r m (n 50 25 0 50 100 HORIZONTAL L>J SCALE: 1" = 50' EXISTING TREES TO BE TRANSPLANTED TO TEMPORARY z VERTICAL HOLDING AREA. WHEN ROADWAY CONSTRUCTION IS SCALE: 1" = 5' COMPLETE TREES TO BE REPLANTED IN APPROXIMATELY I ,,/� SAME LOCATION. COORDINATE WITH CITY OF FORT COLLINS FORESTER. I-- LIMITS OF CONSTRUCTION 24" SANITARY SEWER TO BE CONSTRUCTED I ZO [FOR THIS PLAN SET BY OTHERS. (NOT PART OF THIS I I I EXISTING TREES TO BE TRANSPLANTED USE SPADE N Q CONTRACT) TO BE COORD. W/ CITY OF FORT I I ILARGE FOROOT BALL NEW 5 COLLINS WATER & WASTE WATER UTILITY. I PLACEMENT 0 BE COORDINSUFFICATED ENT RYATH STONERIDCE HOA � UL AND EXIST. STORM MH I AND CITY OF FORT COLLINS FORESTER. TO BE IM=4898.76 I I z E WITH ADJUST. RIM=4903.60 1 EMOVTf EXIST. AIR RELEASE VALVE PIT MPANY EXIST- STORM H TELEPHONE PEDESTAL y 0 BE (BURIED)(fIEL VERIFY) CP TEST STATION TO BE MOVED. TO BE RELOCATED ADJUST. RIM 892.94 (SEE NOTE 2) COORDINATE WITH APPLICABLE I I II O p ^� I +; EXISTING FULL DEPTH ASPHALT REMOVAL J MOVAL) ROTATE CON AWAY UTILITY COMPANY o 300' ASPHALT TAPER TO EXIST. EOA Ip -II 61 FROM WALK, NO RELOCATE PROPOSED ROW N REMOVE FENCE I j STEPS AS N ESSARY EXIST. COFC 6" WATERMAN O REINSTALL AT NEW ROW � 1 I ABANDON COFC 6" WATERLINE AT TEE. L TO BE ABANDONED � I I INSTALL BLIND FLANGE NORTH OF 6" GV PREPARED UNDER THE DIRECT SUPERVISION OF } } FUTURE 6' WALK FILL PIPE W/ FLOW FILL a FXIST. COFC WATER VALVE I I W/ THRUST BLOCK. FILL ABANDONED PIPE w w m r p7 - - _ - - - - o R I END W/ FLOW FILL. _j � CONSTRUCT EMBANKMENT PROTECT IN PLACE m - - - - - - - - - - WITH THIS CONTRACT) - - - - - - - - - - -W ROPOSED EOA XIST. ROW o I i EXISTING BRIDGE REMOVAL �p R E�/ 0 U Ow Ld - - - z I I yP ,..... t cn (A Q z Y — — — — — — — — — — — — — — — — ---— — — — — — — — _— _ -- _______X____ ____ ______ _______________ __________ _____________ _ _______________—_______________------ -- — — -- —------_--- — —_ _ — — — — — — — — — — — — — — — — — — •� y� U Y W � I � •ryB 28262 I ' st+ro 92+00 9s 00 e4+OD �+� SMS +m 97!� �+� EXISTING SIDEWALK REMOVAL C v -z4" 5� —s •A 14` SS� `-:;-�.•,,,..�.._.- cara-. _. -. _`-- -- --. - - - '-- --,CIE -- -zt"------------ -------------------- --zi tiro-------------- --�� i f'. .•Q�5 _ -..GLER ROADS I --- AND W 3 x — — — — — I /,� a / EXIST. WALK j II ^ Q , �� - MICHAEL S. BRAKE DATE 6' WALK TO BE REMOVED SAWCUT LINE At II COLORADO P.E. AND P.L.S. NO. 28262 ,r\ "_ % ❑ _ -)- UMITS OF RE OVAL EXIST. All2 R EASE VALVE IOC W Q - - - 1 _ M PROTECT IN PLACER Q' I II I FOR AND ON BEHALF OF Jt ENGINEERING LIMITS OF CORSTRLTCTION_ - - -i - REMOVE 200' ROPOSED ROW TREE TO BE CP TEST STATIONS I FOR THIS PLAN SET AST. CURB, GUTTER PROTECT IN PLACE I I IIII l II City- 0 REMOVED & WALK 24" SANITARY SEWER TO BE CONSTRUCTED IMF of Fort Collins, Colorado VIRRIGATI WORKS '- ` / TO EXIST. WALK JAN '06 BY OTHERS. (NOT PART OF THIS II UTILITY PLAN APPROVAL Z W TO REM INT EXIST. STORM MH CONTRACT) TO BE COORD. W/ CITY OF FORT EXISTING TREES TO PROTE D >� EXIST. 07. MH IM=4912.85 APPROX. CL STA 92+80 II I Q Y COLLINS WATER &WASTE WATER UTILITY. W Z � c IM=4907.57 ADJUST. RIM=4913.08 II r II I APPROVE Z Z � J Q ADJUST. RIM=4910.05 END PROPOSED C&G I III w ELJ MATCH EXIST. C&G I V) 11 11 I p( City Engineer Date W > Cr / 1 I L STA=92+10.04 CL STA 92+50.00, 26.00' RT III O_ II I CHECKED BY: N O EXIST. EL=4913.6 I II cYca I Water & Wastewater Utility Date CHECKED BY: S water Utility `� -31-0 Y m _ Q II II I CHECKED BY: �A � Parks & Recreation Date «- // CHECKED BY: N� / III I Traffic Engineer Date SHEET OF . II II / I CHECKED BY: Date JOB N0. 9164.14 C. 28 1 NOTES: 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO BE RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. PHONE:221-6700 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA CL1 1650.00' 1728.31' 1650,37' N59'26'08"W 60'00'50." CL1A 1650.00' 1032.39' 1015.63' N71'31'06"W 35'50'59" CUB 1650.00' 695.91' 690.77' N4130'39"W 24109'5" FC11 1624-00' 1701.08' 1624.37' N59-26'08"W 60'00'55" FC12 1676.00' 1009.25' 994.07' N72'11'32"W 34'3VW FC13 25.00' 38.68' 34.94' N80-43'58"E 88.39'09" FC14 25.00' 38.68' 34.94' S07'55'11"E 88'39'09" FC32 1688.00' 93.07' 93.06' N59'18'12"W 03 09'33" FC33 175.00' 45.00' 44.88' S65'05'19"E 14.44'00" FC34 65.00' 63.99' 61.44' N79.20'32"E 56'24'1 dL FC35 175.00' 5.20' 5.20' N50'17'20"E 01'42'0k" FC36 5.00' 12.54' 9.50' S16'50'48"W 143.43'36" FC37 5.00' 12.60' 9.52' N35'47'33"W 144'2354" FC38 5.00' 7.79' 7.02' N81'00'52"E 89'12'57" FC39 gg.00' 25.65' 25.56' N80'21'33"E 16'42'0 " FC40 1 7 .0 ' 18.7 ' 1 .7 ' N54'41'49"W 3 ' I" LINE TABLE LINE LENGTH BEARING FL1 168.36 S81'48'45"E FL2 316.99 S85'53'24"E FL3 488.52 S87'48'03"E FL4 168.78 S88'17'52"E FL5 30.76 S84'32'46"E FL6 29.44 N85'30'59"E FL7 170.69 N89'24'40"E FL 8 1 199.99 ry •41' 1" FL9 1 19.09 36'24'24"W `<1 A '�s1 o*s DRAKE RD. 0 Q O Of PREPARED UNDER THE DIRECT SUPERVISION OF Ccv 28262 "• AF AN;* Q' 0 1n Z zm NZ w Oaf 3w�0F ¢¢ wj� � ww ZO ��m1-- F- 0KWKIn Lv 0E-N Ins>o W>L'¢� w 0 0 0 0 Z O J 0XQ�Z0')-0S P= wdlZ ww J(n H Z S d d 0 IL Z w D z z uJ <r . / COLOR MIUMALL J. P.E.INtAN UA I L W U COLORADO .E. AND P.L.S. N0. 28262 FOR AND ON BEHALF OF JR ENGINEERING City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: n- 1 C 45 City Engineer Date CHECKED BY: b1A Water & Wastewat tility Date w CHECKED BY: I - 50 25 0 50 100 Stormwater Utility Date CHECKED BY: IVA r HORIZONTAL Parks & Recreation Date m SCALE 1" = 50' VERTICAL CHECKED BY: stiff - SCALE: 1" = 5' Traffic Engineer Date CHECKED BY: Date - - -- - -- - -- - - ---- ._ - - SHOMM -1 2V OFFSET GMTERFJ<iE --- -- - -: -- - -- - --- - -- SEE PLAN Vl O_fNV1RON SECTION- AL DRIVE �,, --- -- - 4895 - - - - - ---- - - _ - --_ 4895 ---p U O FLOWLINE _ 4890 -_ -__z - - 4890 _ -_. z O - _ - -- - - ---- - - - ---- ... 5 LLJ tr -- - 4885 -_ 4885 Z --- ---- - - NJ= .__._ -. __ __ _ _. _ _. -___ . - _ _--.__ - � II Q � a- J 0 IING.- � --- - -- ---- -- - - 4880 Lr) - ---- - - -- - - -- - -- -- -- - -- - -- -- �- ¢ w ui - 4875 - - - - 4875 I I > � w ¢ o O --- -. _ - - U Q Z 4895 _ - _ - -- - = - - - --- - - 4895 Of _ _ : - -- - _- _ - - - - - - -- - ui -- -- - - -- y#�.F --. - -- --- - - -- --- - --- - -_ - O -1 J _- _ .+ -- ------ - --- -- - C D 4890 - _ - _ _-- _ ° _ :_ __t - 4890 �c O N - - _ - - - - --- ---- - -- - --- --- -- - - - _ 4885 - - 4885 -- ------ _ - - -- - -- - -- -- - - - - -- J 4880 - - 4880 LIJ bi - - - -- - ---z - - - - --- -- --- - - -- - - af - - 4875 - - - - - - - - -- -- -- -_ - - - - - - -- 4875 SHEET • OF - - 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 JOB NO. 9164.14 -1 28 1 C7 STORM S6ER TO BE CONSTUCTED / 10' TRAIL \\ r WITH THIS PLAN SET \� / STOR SE R TO BE CONSTRUCTED \ \\ TO BE CONSTUCTED NTH THIS PLAN SET (SEE INCLUDED RIGDEN FARM A- / EXISTING SANITARY SEWER LIMITS OF CONSTRUCTION WITH THIS PLAN SET P \ _ z FLING 6 SHEET �) CONSTUCTED BY OTHERS E - ---1_ ! \ \` _EA& -T1i13 PCAI� SET �. (SEE INCLUDED RIGDEN FARM \\ 1 m } it - / FILING 6 SHEET_wR} \ \ PT FL STA 50+6+60.46 / HP FL STA 54+44.52 PC FL STA 56+37.99 TROPOSEV R0 Z \ WALK EL=4883.90 EL=4883.45 EL=4884.74 \ / 10' TYPE R INLET _ / 10' TYPE R INLFTr - 50+00 +00 52+00 53+00 54+00 55+00 56+00 -- r, !� 59f eo«oo I O s2+o° N!Pl7411 as.o° Q77AY s4+oo ss+°o __-----_._- k 00 - ZIEGLER ROAD — — — --� — — — —'"ice s 6 00 p 57/ i oo _� sr 00 10' TYPE R INLET PCR FL STA 54+27.68 \ / PCR FL STA 53+35.68 / ; €L=4884.68 00 --T 63 C NSTR OF PC FL STA 55+81.68 l / LIMIT _- - l -PT FL STA 50+04.16-- - _ -- _ --- . -_ — - - - - - -- -- -- - --- -- -- -- - -- - - -- - - - + - PCR FL STA 54+02.68 EL4883.90 W4LK - - r / eZ* - J EL=4883.46 _ UCTION - PCR FL STA 3+60.68 � -- -- 25.00' RT -� - -- - -- - � _ _ FOR 00 THIS (PLAN SET 25.00 RT W EL=488�.94 I /t- - I ' - _ \ 10' TYPE R INLET \ 111111111 ROPOSED R W I Z � �� / SI�ADED STORM SEWER NOT � � ( — _ IF DES MOINES DRIVE"IS NOT I r-----� r------- -----� r - --- _ / TO BE CONSTRUCTED UNDER _ _ THIS CONTRACT BUILT AT THE TIME OF DRAKE �" ROAD COMPLETION, PLACE TYPE III BARRICADES AT LIMITS OF ---- - - W r / i CONSTR,UC QN. ,x DRAKE RD. City of Fort Collins, Colorado l� PREPARED UNDER THE DIRECT SUPERVISION OF UTILITY PLAN APPROVAL 0 a 0 APPROVED - REGIONAL CH NI PQ� R E6/s�ity Engineer ( Dole W WS 11. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. PHONE:221-6700 4895 4890 4885 4880 - CURVE TABLE LENGTH CHORD BEARING DELTA 0.00' 688.02' 68200' N16'17'16"W 26'16'49" 4.00' 1701.08' 1624.37' N59'26'08"W 60'00'55" 6.00' 667.46' 663.06' N40*50'13"W 22'49'05" JCURVEDIUS .00' 39.27' 35.35- N15-34'O6-E 89-59.34" .00' 39.27' 35.36' N7425'54"W 90'0026" 4.00' 676.09' 670.18' N16'17'16"W 26'16'49"6.00' 699.94' 693.82' N16'17'16"W 26't6'49• T�9 't, z �x oZ))% �P�B�• �^ CHECKED BY: NA w O �� "•� �• •� �; Water do Wastewater Utility Date Q m 28262 a ••• CHECKED BY:7 o 50 25 0 50 100 .' ,� a...... Stormwater tility Date j AND N� HORIZONTAL CHECKED BY: SCALE: 1" = 50' Parks do Recreation Date HORSETOOTH R . . /_ 0' 0 L� 0 w Q tZ w w W a 0 w H t W 0 N \ r m Z CE oN� z w Zw 1nr 3wNdf ¢¢uj wvlxwzWa- :m0 WWw rZ Hz>-t'jW MO 3'mP--5 0wP ¢ 0_ F Z) af oujofww0N ¢- LO >d_>u- 0_ w0000 ZO J1n 13_ W Z W )- 0 F=wdawIL -i n 7�000QO0Q y 0) U t _ L 0 U) c 0 0 0 g--F CD N P _ SEE STRAUSS LAKES] PLANS FOR "FUTURE STREET" PLAN AND -- — - - v PROFILE /10• TRAIL coNNEcnoN 10' TRAIL TO BE CONSTRUCTED/ �� / TO BE CONSTRUCTED RIGDEN FARM FILING 6 _ WITH THIS PLAN SET //' �� WITH DRAKE/ZEIGLER BOUNDARY _ n BOX CULVERT T BE CONSTRUCTED HASE 2 _ _-- CCESS EASEMENT x -. _ .____..� X WITH THIS PLAN SET (SEE SHTS. _ _ 7_A _ _ ______ _Xx x FOR DETAILS) j STRAUSS LAKES "FUTURE e,,•" * 4;s3 P FL STA 66+07.18 STREET' � = 100+ _ 50' TRAMS T 1: %, i j 4$ .68 — — — — — rk = 67+84.0 , ' �� , : �r = -- — —�—ZIEGLER ROAD --- - PT FL �A 634+: 3— 00 +oo 6 _ "_� ,,-. - --- -_ - 50' TRANS. J co ^ +j�l N ;o 467.67' N ENHANCED CROSSWI N CL2 ZIEGLER ROAD z+ao 00 / I 61+00 I _ - - PCR FL STA 66+89.76 / EL= A 67+1' RTJ W �50' TRANS 4884.14 50' TRA /f = { i PCR FL STA4.76 - I - PT FL S A 62�57.77 / / \ P FL STA 64+28.3 LIMITS OF CONSTRUCTION 8' EL=4885.68 FOR THIS PLAN SET IF WILLIAM NEAL PARKWAY IS - SHADED SHADED TRAIL NOT + _ - - _ NOT BUILT AT THE TIME OF / I k ' / TO BE CONSTRUCTED ( - , DRAKE ROAD COMPLETION, G / ' UNDER THIS CONTRACTI I I I PLACE TYPE III BARRICADES AT LIMITS OFI CONSTRUCTION. I - -I - -----� ��---WATERLINE TO BE CONSTUCTED --------------------------- --------------------------- TH THIS PLAN SE7--_--'---�� - - -- — -- - - - -- - - - - __----TYPE — III BA RICADE %\• uMlTs of coNsrRucnoN — — — — — — _.__ \� FOR THIS PLAN SET HP FL STA 74+41.55-----', FUTURE OSEDfiEL=4182.65 — OW 6WALK_ Kx g69+00 - -_ x _. _--X?5+0�-14+0072+0073+00_70+00 __--;o --- IID7L�6Z"w 7+.00 pt11.�S - n+00 73+00 — t326.99' 70+00 'It ao 0 � z � � UN z Zw w 3wwdl~- (n� w» 2S 3 f0 irwa a} =w z =3:in -00 a a a Ckf �... - (=n0>dW>OQ� ' J(n 0_xzx)_ E �waawa_j�n z=aaC5azwD DHQQQQOa< 69+0068+00 \\ -- _.HP FL STA 73+61.40 - iw x 4-4882.66 S PCR FL STA 67+ OF - _. - -'---- - 2UCTI0 EL=4883.28 CITY TRAIL AS SHOWN BOLD PROPOSED 24.67' RT POSED TO BE CONSTRUCTED MATH 5' TYPE _ L _ E R INLET THIS PLAN SET. I It PCR FL STA 67+74.77" � --- \STORM SEWER - TO BE CONSTRUCTED EL=4883.29 --- WITH THIS PLAN SET SHADED TRAIL NOT .. � SHADE/ D STORM SEWER NOT (SEE INCLUDED RIGDEN FARM TO BE CONSTRUCTED TO BE CONSTRUCTED UNDER FILING 6 SHEET W BY THIS CONTRACT I THIS CONTRACT I I 0. EXISTINGSe i�ISPAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED 50 25 0 50 100 DRAKE RD. 0' O L� 0 Ld Elf a- Ld Of it z � W aL City of Fort Collins, Colorado � PREPARED UNDER THE DIRECT SUPERVISION OF UTILITY PLAN APPROVAL a � 0 APPROVE 6 - o �Q�� RED/Sj City Engineer l a� w REGIONAL CH NNEL Date CHECKED BY: �A � \\ Q •� 28262 mT Water h Wastewater Utility Dote v¢ O CHECKED BY:�tY� )'d .1/��I.� -3/ D� o ~ w Q 2. U TEST STATIONS TO BE RELOCATED. ALL HORIZONTAL ' S, Stormwoter Utility Date Z J ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY p •.,•••••.• CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. SCALE: 1" = 50' f AND Q� PHONE:221-6700 VERTICAL CHECKED BY: ,uA N r SCALE: 1" = 5' Parks do Recreation Date m HORSETOOTH R . CHECKED BY: kA4 Traffic Engineer Date MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND ON BEHALF OF JR ENGINEERING Date LLI 4P CTA-R4 '7 a _ —_ .._- w. CURVE TABLE CURVE RADIUS I LENGTH CHORD BEARING DELTA CL2 1500.00' 688.02' 682.00' N16'17'16"W 26'16'49" FC18 1474.00' 676.09' 670.18' Ni6'1T16"W 26-16'49" FC19 1526.00' 699.94' 693.82' N16'17'16'W 26'16'49" C2 F0 25.00' 39.60' 35.59' N42'13'55'E 90'45'33" FC21 25.00' 1 38.94' 35.12' N47'46'05'W 89'14'27" 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 Joe No. 9164.14 C-1 28 1 0 I RELOCATE HEADGATE. INSTALL 147 LF 12" PVC do HEADGATESTORM SEWER AT NEW O - - - X - - - - TO BE CONSTUCTED SEE SHEETRID DITCH LOCATION _ NTH THIS PLAN SET ri;7 �` ,-, INSTALL STORM MH, _ DRAKE RD. to K w Z � X- - - X - - - - - X - - - - - X - - _ _ -----------_---------- _ - - - _ - - - - - -� - -- - - - - -- - FILING 6 - - LOCATI INCLUDED RIGDEN FAR " 61 LF 36" RCP k FES Q Q O O �tY _ SHEET 114 - 3 AT NEW FCRID DITCH 0 to = � (SEE SHEET j _ _ � ' F w Z � Il F=ZmLLIW T- 1ZQ Q��LLIF - - '-- - - - - I I j i �1 1 ` •-_�-�� K mil• N Q ; Of UI j F N - - - - - - --- --- T— _ _I I 1� \ i w y REGIONAL CH NNEL �C'y O w o a 0_ iNSTALL 109 LF 36" RCP ac FES - + - - - ! - w0 O� (SEE INCLUDED RIGDEN FARM -- - I , _� 11 1 O w a a w< 0 0 H WITTH THIS PLAN SET - - - -- -7 ROW. MJ PLUG W 2" -- --,_. _ f ��) _..- --I - - I i I -- _ _ / w 0 '� Q Z = a a c� a z w 95 LF 8" WATERLINE TO BE AT NEW FCRID DITCH LOCATION I t }I FI - TO BE CONSTUCTED CONSTRUCTED 10' PAST (SEE SHEET t 1 _ _ "-Of - /--- ._ _._ - \ PT FL STA 86+94.93 a. 1- Of H Q Q Q Q O O Q U / _ _ BLOWOFF�_ I I I 11 EL=4895.96 FILING 6 SHEETI►)Zy / _ _ _ .__ -- I TURF 6 W I II A`A PC FL STA 85+49.86 O i- 10' TYPE R IN _ - - - - - _ REMOVE TREE PROPOSED ROW I I I k - W I 1 1 � _ � I / I — a.it e4+ao-- — — HORSETOOTH RD. LQ) 86+00 - RMAIN e2+ao \ + — — x _—�-- x --� BE ABANDONED of .5 +oo _ a.zo - k METAL SW CULL 2 I 3✓. w'. _ _ - PE END W + _ OD --__ -- _ - - - _ _ `c. 0x15 U. PI // OW Fill O � - X - x ` FL (W')(B0N1- I I 1 p 4 M+Oo - � � - --c— �+W = _ __ _ _ 6Y LY�C-_ __ '` p � +00 TI+00 __ _- -- 78+ -- - �"- - - - - FL (EXSTREET)-85.6} - I 0.� _. _� - - - -CU - - - - - - - - _ G6___ U X _ - .- - X .- _ _ - _ - - � � - - � � - - .n.m � -et+oo sx+oo 3 .2Y � _ - _ _ \ � '2';: s. O _ �[ - _ - n.00 �s.00 OUBCE TvPE'i'G�— X - _ -- - — — >S+oo 7e+40 - COMBINATION IN ET +� - ---- - -+ - ZIEGLER ROAD °, Till �++� _ - --- - --- _ _ _�+ _ a PREPARED UNDER THE DIRECT SUPERVISION OF � o 82+00 - _ - - - - p 9Z+3p �• �'� -' <+� rn T +qo 4 PCR FL STA 81148 n+oo +.— — — —------- -- _ PCR FL STA 8 8.73 70 BE CONSTUCTED { STORM SEWER ---- - _. ---- _-- `�=4884.1 _ -- - Lm - •� -� p��•Piy�l'9�,�Pc^ WITH THIS PLAN SET �i i I� 50A0' _ SEE SHEET 6D FOR y� a, v : cam: o 80+5 R SEE INCLUDED RIGDEN FARM <g� � TREE RELOCATION AND PTO FL STA 86+08.07 - y -- �/ - - - -- - \ __ _PCR FL STA 80+53.70 inUNG 6 SHEET » =If D� \ I PRESERVATION NOTES 28262 - LIMITS 0 (I PROPOSED STONERIDGE EXIST. STORM MH / II EL=4885.30 I I i SPILLWAY SEE DETAIL EL=4895.97 PROPOSED ROW INSTALL 50'X30'X6' 23.71' RT < I SHEET. 4W'» ADJUST. RIM=4889.14 EXIST. STORM MH '°�' ...... •Q�S - CONS CTION , PCR FL STA 80+89.88 ( (BURIED) - -- _ S EL=4885.30- II ATTACH WALK 30" SANITARY SEWER BUILT (BURIED)(FIELD VERIFY) ACCESS FOR PFA ACCESS (hl STORM SEWER TO BEADJUST. RIM=4892.94 Fv+V 10' TYPE R INLET CONSTRUCTED WITH THIS PLAN SET----1 10' TRAIL I 83 TO 84+ PER ROTHBERG, TAMBURINI do 4'x 8' BOX CULVERT ------ (SEE ATTACHED RIGDEN FARM ' Z TO BE CONSTRUC li +7' MIN WIDTH WINDSOR P ROTATE CONE AWAY TO BE CONSTRUCTED �J NTH THIS PLAN SET LAN F-8031-SD FROM WALK //' FILING 6 SHEET L- _ ... _ - _J II DECEMBER 2006.D(NOT PART WITH THIS PLAN SET ADED ST M SEWER NOT T BE II EXIST. IRRIGATION MH OF THIS CONTRACT) CONTACT XIST. ROW // I ' sass � _ (SEE INCLUDED RIGDEN FARM 5L1 W EXIST IM 4881 98 T MICHAEL S. BRAKE DATE CITY TRAIL AS SHOWN LONG ZIEGLER ROAD 30" SANITARY SEWER - - I R = COFC UTILITIES, 221-6700. ; COLORADO P.E. AND P.L.S. NO. 28262 W Q �L FILING 6 SHEET CONS �TTtUCTED UNDER THIS CONTRACT' = TO BE CONSTRUCTED I I DJUST. RIM=4885.60 / SL IMPROVEMENTS -PHASE BE CONSTRUCTED W/ DRAKE ZEIGLER BY OTHERS. COORDINATE MODIFICATIONS OF IRRIGATION IMPROVEM� -PHASE 2 i R NOT . T I II I WORKS WITH STONERIDGE HOA I _ / r------------ AR c0% FOR ANO ON BEHALF OF J2 ENGINEERING W I CONTACT UTILITIES) � PC FL STA 84+69.71 �c}T /� City of Fort Collins, Colorado � � '" I - OF THIS CONTRACT. RIGDEN FARM FILING 6 EL=4890.66 // / I BO�IhDARY UTILITY PLAN APPROVAL Z 9 APPROVED. --� GL� % Q0 City ngin Date Ji 9 Llj CHEC E 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO BE RELOCATED. ALL 50 25 0 50 100 ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. HORIZONTAL PHONE:221-6700 SCALE: 1" = 50' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA CL4 1100.00' 141.71' 141.62' NOO'32'35"E 07'22'53" FC22 25.00' 40.56' 36.26' N43'20'OS"E 92'58'00" FC23 25.00' 37.98' 34.43' N46'39'52"W 87'02'00" FC24 1074.00' 138.37' 138.27' NOO'32'35"E 07'22'53" FC25 1126.00' 145.06' 144.96" N00'32"35"E 07'22'53" BY•- i� Water & Wastewater Utility Date q b /n CHECKED BY: �3/�O BY: ,Cy U, � ,� (J AQQ f I O S orm woter,, UttAity Date Stone Ridge Village Homeowner" Assoc Date CHECKED BY: fV'4 Parks & Recreation Date CHFCKFn RY Ail r zw w W DRAKE RD. a a z w-- 0~Uri Uzi �a3 Z 24" SANITARY SEWER BUILT PER ROTHBERG, I I o O ~ � m W -5 _ = m O TAMBURINI & WINDSOR PLAN FD-8031-SD I I O I U < p < cn ~ w < DECEMBER 2006. (NOT PART OF THIS ( o - - \ O, p w W w C) 1- N CONTRACT) CONTACT COFC UTILITIES, 221-6700. F I I < REGIONAL EL �O O O U O t` Z 0 JOf CH NN V) >aw>O<- J J I I i �� 5 - ti FNo o zof om o U J C3 WO_!L WO_JUH iq I I 0_ F�� ZIO_O_U' 0_ZW CP TEST STATION TO BE MOVED. c CSrI m Q Q I < Q ¢ < O p < (SEE NOTE 2) O N N I I I a F Of 1 =o o z110 I iI F /\ oo 300' ASPHALT TAPER TO EXIST. EOA O'� o I I I p Q' 'n� wrn ry� F O`er I Z J N PT FL STA 90+07.77 cn ++ a U m� rn I I I FL STA 89+25.'36 EL=4908.46 EXIST. COFC 6" WATERMAN O N N o w + + < EL-4905.81 TO BE ABANDONED o 1 rn M v II i rn rn I ABANDON COFC 6" WATERLINE AT TEE. FUTURE 6' WALK Of < <- II 2 EXIST. COFC WATER VALVE o w LUG NORTH OF 6" GV W/ THRUST BLOCK. N CONSTRUCT EMBANKMENT FlLL PIPE END W/FLOW FILL o_N � �� pROTECT IN PLACE O� � I FILL ABANDONDED PIPE END W FLOW FILL tOi ROPOSED EOA W W in R - - WITH THIS CONTRACT i J J J I 1 o > _ x O ) EXIST. ROW w v w I I '� O R . In -- s — — — — — — — — X — — — — — - - — — ------ — — — — ----------------- W'. p --- --------------------------------------- -- sa«ea -- --- ---- ---- ------------ ---- - - --6' a - i — — — — — — — — — — — — — — — C) -+ ee+e0 CL3 w+00 1 _ O 92+00 A �� i n+m ve+ O O ---------------24"- --------------------------- ---'1Cn1 gyp-v�i 9Z+�- _ _CCFV -- N Z❑LZ7LL-i�CTI"liT + - - -�-_ - __ — ----�--04.« ---- zr PREPARED UNDER THE DIRECT SUPERVISION OF ~ 4 - — J �O� -x---x----- -x ---- -- x � - s' WALK - - - II "Q„RE��sl PT FL STA 89+24.90 SAWCUT LINE'& ❑ EL=4908.51 / - _ - - -I_ _ PROTECT IN PLAC I II O�'�� • c^ _7- EXIST. Alk)REEASE VALVE O i O ; S�W�•••F,p _ _ _ _ _ I LIMITS OF REMOVAL I I P B PC FL STA 88+38.51� - - -� - - _ I PROTECT IN PLACE I I1_ II I 28262 r ; LOSED ROW I CP TEST STATIONS �I EL-4905.75 i I TIE PROPOSED WALk 24" SANITARY SEWER TO I F- II EXIST. STORM MH TO EXIST. WALK BE CONSTRUCTED BY OTHERS. 0 z EXIS-( STORM MH IM=4912.85 ) IM-4898.76 EXIST. 07. MH APPROX. CL STA 92+80 (NOT PART OF THIS CONTRACT II �I I • S• IM=4907.57 CONTACT COFC UTILITIES, '� •"•'•'-• ADJUST. RIM-4903.60 �. ADJUST. RIM=4910.05 ADJUST. RIM=4913.08 221-6700 II j II F AND Q� END PROPOSED C&G III Q i II W i MATCH EXIST. II II L STA=92+10.04 Q' U).04 I W Y' CL STA 92+50.00, 26.00' RT III 0 z / I EXIST. EL=4913.E I II = II ( n I 1�-h1 MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 z : t FOR AND ON BEHALF OF Jt ENGINEERING City of Fort Collins, Colorado W a f UTILITY PLAN APPROVAL yLIJ LIMITS OF MILL AND OVERLAY co < 2G APPROVED: Z o tty Engineer < <- Date CHECKED BY: �1A — Water & astewoter Utility Date NOTES: If. i n / A/ i 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO BE RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. CURVE TABLE 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' CHECKED BY: wl Utility Date Stormwater Utility Date CHECKED BY: /UA Parks & Recreation Date CURVE RADIUS LENGTH CHORD BEARING DELTA CL3 1100.00' 84.40' 84.38' S02.02'09"W 04.23'46" FC26 1126.00' 86.39' 86,37' S02'02'09"W 04'23'46" FC27 1 74.0 ' 8 .40' .38' S02-02'09"W 04'23'46" PHONE: cn -6700 - VERTICAL CHECKED BY: /V¢ I0 SCALE: 1" = 5' Traffic Engineer Date pp CHECKED BY: Date r m ----- --- -- VPI EIEY- 11.87 -- -- - _ __--- -K-128 - -OF ALT - _ - ---- _ - - - - _ 4915 -aocaa � _ - --- _ - - l -- -- - - 4915 - - ----- r{ x-_ - 4910 - -- _ -- -- - -- PROPMMV - -- oF ROUND OWL1NE - - - - w --- - -- -- - ---- --- - -- - --------- --- - --- --- --------- --------- - -- - - - --- -f -ems D FL -- - - -- - ---- - . -- -- w o - -- — ---- - - --- - - --- - 4900 z 00 - -- - - - ---- - - ---- - -- _ --- - - _ _ - - - - -- - - -- O ;n O o -- — -- -- _. - - --- - - - - ----- -- II o - - — - -- -- - ------ --- J J m ----- ------------ - - U p p uj -_ — _.__.._— .__. ._____ 4890 - --- - - -- - --- _ > w o w U --- - _ 4890 VPI S A-89+60.04 - _ _ - ----VK 4811.87 _ 6 -- - U) - -- --- - -- - -- - A - -- r-384 - - -._ -- --- ------ - ---- --- - --- -- -- - -- ---� -- -- - --- -- - - -- -_ - --s -- _ . - - - -- - - -- .. __ - --- - - -- - --- ---- ---- - -- - -- — ---- -- --- -- --- ___ 1C 1 W 24 .. _ ----- --- - - 4915 -- -- W _ - __ _ �_ - - ---- - - --- - --- - --- 4915 O - - s - Ii o - - - - - ---- — . ---- -- - - - ------- 49104910 - �'� - - - -- Q- O Q a -- -- - _ - - - - - - — -- - - --- - - ----- ---- --- - - �_ . _ _ - --- - - - - _ - _ _ - -- - - --- _ -- - --- - -- - _ -- - - - - -- - - - - --- --- -- — - - - - ---T - - -- - — Z w -- ---- - __ -- - -- -- — - -- - - - -- -- — _ -- o - - - * -- -- ---- -- -- - ----- W ¢ —1 - - - - - -- - -- - ----- -- - - - 4905 - _ -- -� ---- - ---- t; t - - - -- - - - — -- - - _ - - - n CD----- _ 4905 ----- - - -- --- ---- ---- --- - ----- - --- - - - - - - --- - -- ---- --- -- -- --- -- - _ _.. __. _-_- - ------ -_-- - --- - -__ - --- -- - - - - _- - -- - - -_--- - - - -- - - - - - - -_ -- -- - _ -_ _-- UJI z W N - - f IG GROUND- - - — - _ - - -- - -- -- -- - J -0- =.ROE -- - - --- ------ -- 4895 - - -pir I- SHEET 1♦ OF - -- - ---- --_ ---- _— - - _ - — ---- -_ — ----_ -- ---- 4895 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 JOB No. 9164.14 C - 1 28 1 00 LL/ N l / d _1 r ------------- y-- — — — — — — — — — — — — -— \ — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — - - - - - — - - - - - - p �_ 00 _ — `# - — — — — — — — — — — — — — — �-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — ... - — — — — — — — — — — — "- — — — — — — — — — — — 37 \ I!!! \ \ CONSTRUCTED W/ t DRAKE/ZEIGLER PHASE I t / \ 0 \ Ir x 00 \ 1 i OTE: CULVERT TO BE � } I I \ \ NSTALLED BY OTHERS. I _ _ CONTRACTOR TO MAINTAIN / HANNEL GRADE ALONG THE TE IM DITCH CH NN L. \ \ \ \ \ \ \\\\\ \O \ \ \ \ \ \ \ EMOVE 10' WIDE RIPRAP \i V A i� OVA �Av�A �� i � � � � � - v � AT END OF SIDEWALK v ONSTRUCTION TO DITCH AX, r Nk77x7� 7 LIMITS OF GRADING, 1 x \ \ TO EXISTING W 4:1 SLOP[ I\ \ \ \ AS x CIF X R 740 syv `\\!. \\ �j/N.�II�, -,-\_ NOT PART OF THIS CONTRACT EXISTING STORM SEWER —BEGIN PHASE II IMPROVEMENTS. TIE INTO EXISTING STA: 44+42 TYPE III BARRICADE DURING CONSTRUCTION MOVE AND REUSE S OF GRADING, TIE TO f1NG W/ 4:1 SLOPES 0 21'X61'X18" TYPE L BURIED RIPRAP OF GRADING, TIE TO G W/ 4:1 SLOPES LIMITS OF GRADING, E TO EXISTING W/ 4:1 SLOPES IITS OF GRADING, TIE TO c�x �z Liz w w O DRAKE RD. as wZ"x� o w0 LiZ a3 �0 WLJw > O X 3 m�� m 0 o O UQ�a(nN0N o� REGIONAL CH NNEL y in O O — O , z O Q i � �y 0� p J0WWzmr2= � LZ m FO \ 00 � QQQQOOQ RIPRAP VOLUME TABLE AREA RIPRAP TYPE QUAN (CY) 10 L 70.0 Q2 L 4.5 121 L 7.0 ® M 210.5 EE L 200.0 © L 400.0 �7 M 14.5 ® L 178.5 09 L 225.0 10 L 4.5 Ell L 4.5 12 L 145.0 13 L 4.0 14 L 4.5 15 L 4.0 16 M 37.0 TOTAL VOLUME L 1251.5 TOTAL VOLUME M 262.0 w Q 0 49S0 LEGEND PROPOSED CONTOUR PROPOSED INDEX CONTOUR o PROPOSED CONTOUR LABEL EXISTING CONTOUR — — —EXISTING INDEX CONTOUR 4.9,50 EXISTING CONTOUR LABEL z O to Q 5 w 50 25 0 50 100 6 z SCALE: 1" = 50' `t o Q � \ Y Q II o N PREPARED UNDER THE DIRECT SUPERVISION OF w w m } m �p R ECG st J J a inm z O w �P cn cn CDrn Y w P > w o = 28262 ^• N p£-AND .Q�S. Z LLJ LLI LLJ i O Z M MICHAEL S. BRAKE DATE Q COLORADO P.E. AND P.L.S. NO. 28262 J J FOR AND ON BEHALF OF JR ENGINEERING Q City of Fort Collins, Colorado Z UTILITY PLAN APPROVAL cr Z LLI APPROVED ' / `� L a J Q Date 0 Z City Engineer LIJ O CHECKED BY:- — N C7 0 _ Water & Wastewater utditY Date \ CHECKED BY: /75/47 Y LLJ r" S ormwater Utility Date CHECKED BY: Parks & Recreation Date - NA CHECKED BY: Traffic Engineer Date SHEET A OF 0 CHECKED BY: Dote ,1oB No. 39164.14 C.1 2 8 1 V TS OF GRADING, TIE TO KISTING W/ 4:1 SLOPES DOCUMENTPROPOSED DRAINAGE EASEMENT Y SEPARATE IL • • • , - 1 • �. ,'X15'X18" TYPE - - - - • • - uuu•i•:••• . uuY;iC:IS.�� iiYiii ••••••�� :�.� .• .S.ify}q�A•i.iirirjiri s�• r �— - - - �� 1 i 1 _— ' :: 11 a 1 loop 105-73 �- - . ♦ate � w • fi 1 • .. If ,•2 � 1 1• 73 • • �- _ - - - - ..issi��i•. psi: ssliYssi %�' •:,<:.'.'<.� �.�� .� _—_-�- .... _.-_ • �.- S 3`��•i� 1••JI••Hsi i%<� �• LIMITS OF GRADING, TIE TO •Pis■ `�. _ ISSri ••yI•I I .� i1 1 • ` ss < z a e cC.Y •. �ytsas�sTi' _ _--- _ � �� m '� DRAKE RD. XISTING W/ 4:1 SLOPES PROPOSED SLOPE EASEMENT, LEGEND • ,BY SEPARATE DOCUMENT I 1 / ..•••SaD CONTOUR .:❖.5:� :' I' G •••�r_..� —�.I wl� �•.�— — —�PROPOSED 1 a CONTOUR , 1 PROPOSED CONTOURLABEL ..............s. , —Will _ �� / a CONTOUR i•...`.S'•••S••❖i••••❖i•.S❖i•••••••i•••••••i❖i•i:�i•••isi•.:ii'•� :::::....-_- ........MEN-.....•..•i..s 1.:��.•� V � , a 1 a CONTOUR :• :❖ii �% �.? :'.•:?_'_ysa�� iYf� :'i�_i�isi�A.R�aM-41 S•• ------+as'ra------ sn'..a�.,.?ii� ::C �'.•� I:._..-•.r......... :�iYuid �® u i ww If4,19,50 EXIISTING CONTOUR LABEL .nyri» _ - - .ST.❖!!1•ls•!L •..�.�.1..a.Y•Tii9iR•?4_•�19�� _-.--. _ _. _ `-_- ' I�►WMW ��!®- -- _ .. —ter �' i � f / • • • 1. - \� � r�i�i�i.•i❖i '.°•! - �—� ��t �_74+00 IY 0 Li W 0_ ^Q^ �L LJ CC d W H Q F. Z In Ir NZ W 1„QW§W0WaH a¢ WZD� Wtn=wzWd3 M0 _ w �Z F z r W W_= m 0 MP-51-1-0 WQ N Q' w K W W o Q_ �w0000U`z0 _j0 W W'z W>_0x F W W O_ W a- J (n I- z=MM0a_zWD Dl_aaaaooa 'X9'X18" TYPE L-------"" BURIED RIPRAP -- �_ — PROPOSED ROW 0 Lj 13 /—-- PROPOSED STONERIDGE SPILLWAY 8'X8'X18" TYPE L ' — — INSTALL 39'X17'X18" TYPE L BURIED -� ____ l i — — — - BURIED RIPRAP -- - i' O > I / I I I � I RIPRAP SEE DETAIL PER SHEET o INSTALL 50'X30'X6" 73 — _ %� {I I Z LIMITS OF CONSTRUCT] ACCESS FOR PF A ACCESS;LLIp � - - --- ------ 2 pry - — — _"- UM TS \ CL p TO EXI IN 4: SL PES II Z TO EXISTING W/ 4:1 LIMITS OF DING, TIE I I LL— i / /\ / } m LIMITS OF GRADING, TIE TO ,i I I Q Q o o EXISTING W/ 4:1 SLOPES z ILL, i /"� - ' 0° / / r — / / �� I x > Ld a / / I. - ; I I �I W o p V) PJOPDSE6 SCOPE EASEMENT /kY SEPARATE DOCUMENT Z BY: uj PROPOSED ROW _ - I Stone Ridge Village Homeowner's Association Date � 1 '- -- -- _ . � � / / I I l / EXIST ROW t\ Q North Poudre Irrigation Co. ate J7+ f — � A M 90 0 91+00 ��— City of Fort Collins, Colorado — II d � — - _ — PREPARED UNDER THE DIRECT SUPERVISION OF UTILITY PLAN APPROVAL cr Z 2 ZIEGLER ROAD -- -- - - - - -- ---- r-� 1----- -- --- --------`_`- -------�--- --- ----- -------- --- y�� - w R f�IS VE yEngineer bate Q W Ljj Of tS - I EXIST. ROW CHECKED BY: Water &Wastewater Utility Date \ _ O /F — i— — _ �III 2 II 28262 die �ROPOSED SLOPE _ _ CHECKED B LLI LIMITS 0 GRADING. TIE TO EASEMENT BY �- ' ` T _ _ - \ II II ( �� /-,� `-SEPARATE DOCUMENT T PROPOSED ROW - - i \ \ III II I Y Stormwater Utility Date - - _ ,h EXISTING W/ 4:1 SLOPES_ '• = �.+ / C 11 �/ /, '-- i / '— _✓ice �,�� III II AND CHECKED BY: /V.4 / - / / / // `� / Parks do Recreation Date 0 II II CHECKED BY: DateSHEET FTraffic Engineer 40 MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. N0. 28262 CHECKED BY: FOR AND ON 8MALF of JR ENMEER11Ne Date JOB No. 9164.14 C.1 28 1 mmm&�.gi r c0 N INSTALL SILT SACK AT THIS LOCATION V ' i BCONSTRUCTION SEQUENCE STANDARD FORM C PROXCT: DRARE/21EQER IMPROYUIERTS SEa XWM FOR 2M/20% ONLY COMPLETED BY: _Jr_ DATE 11/01/05 Indicate by use of a bar IM or symboM ~ erasion cantral meavae will be Installed Map modifications to an approved .ehggdi/e may reauire rgrogdmitting a nw scho We for approval by the CRy Engineer. mom 1 2 ] ♦ f f 7 • 1 f 1 /f 11 12 D'.6ing an leading _T 8111ad Erosion contra: Sol Roughing Pwineter Barrier AddiB di Barriers vegetative Methods Sol Sedant other bRainMl Frogging Cordnl bStructural: sediment Trap/Begin Wet Fl ten s = Struws Slt Fence BarAwgg Sand Bops Ban Sol Preparation Contour Farrows Taraelnyy Asphalt/Canasta paving Other bVegetaliw. Pen,nment Seed Planting Mukl,ing/sealeet Temporary Seed planting Sod e,etelaaan Nettinga/Mats/flankets Other HOME CONSTIPUCTION STR11CR1RM MSTALLM W.. OTY q FORT COLAs MAINTAr/ED BY: 9I1Y QEEWT COILNs VEGETATION/IiMOI M CONTRACTOR: To BE DETERMIMM BY BID DATE RX MTTED: 11/05 APPROVED BY CITY OF FORT CO1N6 0N: I � ,..,, "v ;a-_ . i THE C OF FORT COLLINS STORMWATER UTILITY EROSION CONTROL INSPECTOR MUST BE NOTIFIED T LEASE 2 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. ALL REQUI\THiE ERIMETER SILT FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBI ACTIVITY (STOCKPILIIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEA RES SHALL BE INSTALTHE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICA IN THE APPROVEDEC SCHEDULE, CONSTRUCTION PLANS AND EROSION CONTROL REPO PRE-DISTUCE ETATION SHALL BE PROTECTED AND RETAINED WHEREVER P SIBLE. REMOVAL OR DISTURE OF STING VEGETATION SHALL BE LIMITED TO THE AREA REQ ED FOR IMMEDIATE CONSTRUCPERATI0 AND FOR THE SHORTEST PRACTICAL PERIOD OF TIALL SOILSSED DURING ND DISTURBING ACTIVITY (STRIPPING, GRAD G, UTILITY INSTALLATIONS, STOCKPILINLLING, ETC.) SH BE KEPT IN A ROUGHENED CONDITION' BY RIPPING OR DICING ALONG LAND CONUNTIL MULCH, TATION OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AOUTSIDE PROJECT TREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FORE THAN THIRTY (3 DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (SEED/MULCH, LANDSCAP G, ETC.) IS INSTALLED. UNLESS OTHERWISE APPROVED BY THE STORMWATILITY. THE PROPERTY SHALL BE WATERED AND MAI INED AT ALL ITEMS DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND -CAUSED EROSION. A LA DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJ T PROPERTIES, AS DETERMINED BY THE CITY OF FORT COLLINS ENGINEERING DEPAR/TER ALL TEMPORARY (STRUCTURAL) ERMEA RES SHALL BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AOFF E TIN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED RETAINE SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALAND DISPOS OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTEWAY. NO SOIL STOCKPILE SHALL EXC TEN (10) FEET IN HEIGHT. ALL IL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT ANSPORT BY SURFACE ROUGHENING, W RING AND PERIMETER SILT FENCING. ANY SOIL STOCK E REMAINING AFTER 30 DAYS SHALL BE S DED AND MULCHED. CITY ORDINANCE PROHI S THE TRACKING, DROPPING, OR DEPOSITING OF S S OR ANY OTHER MATERIAL ONTO CITY TREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT EPOSITED MATERIAL SHALL BE CLEANE MMEDIATELY BY THE CONTRACTOR ALL DISTURBE AREAS TO BE RESEEDED AND MULCHED PER LANDSCAPE PLAN FOR GDEN FARM FILING 6. ANY DIS RBED AREAS ON STONERIDGE POND TO BE RESEEDED OR SODDED W/ TURF ILAR TO EXISTIN TURF. 'URGED AREAS ALONG FCRID REALIGNMENT TO BE RESEEDED WITH SEED BLEND OF SMO( WESTERN WH EATGR ASS- CRESTED WHEATGRASS. CRIMPED STRAW, AT 2000 LBS/ACRE TO AS A MULCH TO THE RESEEDED AREA. Sm SIPAwjra.—r %-4.. 3 Fe - `xWSILOVA cowram. NOTig 150 75 0 150 300 SCALE: 1 " = 150' IP ® INLET PROTECTION SF SF SILT FENCE — — — EXISTING 5' CONTOUR - EXISTING 1' CONTOUR PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR Z V zE Nz WwoF Ins ¢ ¢ W Z c W W Z X a 1n= f0_WWw }Z FzrWtr==m0 mt--51—t F U�0:5 vi(nof < 00�a_WWu-¢I �V)ft�OfzOf>_0F F W a- d W 0- J (n� n¢¢¢¢OD¢ ri W W W 0 e. z O W 0 z o M to Q 0 O Z ) o II to PREPARED LINDER THE DIRECT SUPERVISION OF 28262 "• AND. m r m LLJ w m mw Ow (A U Q 0 U ¢ a:> w o W m W LLJ Z J `LLJ MICHAEL S. BRAKE DATE J COLORADO P.E. AND P.L.S. NO. 28262 O FOR AND ON BMALF OF JR ENGINEERING a City of Fort Collins, Colorado Z LITI//LITY PLAN APPROVAL Ix • �T.�� J U APPROVE : 4 L 0 _�- `Qty Engineer Date Z W ON CHECKED BY: � Water & Wastewater Utility Date \ O CHECKED BY: f 3✓ Q % Y Of Stormwoter Utility Date L1J CHECKED BY: AIA Parks & Recreation Date CHECKED BY: NA I Traffic Engineer Date SHEET 4P OF CHECKED BY: Date Joe No. 9164.14 C-1 28 1 Ki I - �_�� i 150 75 0 150 300 mmmmmon SCALE: 1" = 150' IP ® INLET PROTECTION SF SiSILT FENCE — — — EXISTING 5' CONTOUR EXISTING 1' CONTOUR PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR PREPARED UNDER THE DIRECT SUPERVISION OF p R E�ISN .� •� 28262 "• S AND MICHAEL S. BRAKE DATE COLORADO P.E. AND P.LS. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: .City Engineer Date CHECKED BY:- A Water & Wastewater /Utility Date CHECKED BY: -4& � 31l Stormwater Utility Date CHECKED BY: A14 — Parks & Recreation Date CHECKED BY: /lli Traffic Engineer Date 0 � z �z z w W O�- Q Q w Z j of w V) H W Z x d mc9 XwwLLI }Z FZ� Wd'SSm0 S Q m Q-5~~ F- J�WKw�WW O�W' N V1 1 d _ > W Q w 0 0 0 6 Z O J V)of of ZQ'}CJz F Wili WdJ VI� ZSad0a ZwO ��aaaaooa I IZI�I�I� w J U w J U m ~ o m Ow 0 } m S 1 W 0 F— W Z :2 Q W J > n 0 J O Z O J U Z W O_ O W W W Q SHEET t OF CHECKED BY: Date I JOB NO. i 9164.14 28 r-- N CV N S: DRAKE/ZEIGLER IMPROVEMENT PROJECT PHASE 'S PREPARED FOR THE CITE' OF FORT COLLINS ENGIidEERING DEPARTMENT — STREET OVERSIZING PROGRAM April 2008 CONTACT LIST: STREET OVERSIZING STAFF: MATT BAKER: 222-0748 MARK LAKEN: 222-3546 CRAIG FARVER: 222-0854 JR ENGINEERING: MIKE BRAKE: 491-9888 TIM HALPHOFF:491-9888 WQ EST: WATER/WASTEWATER: CAROL VEYSEY: 225-7843 ROGER BUFFINGTON: 221-6854 XCEL ENERGY: STORMWATER: CONNIE WOODWARD: 225-7843 GLEN SCHLUETER: 221-6700 LIGHT AND POWER: DOUG MARTINE: 221-6700 TRAFFIC: WARD STANFORD: 224-6062 SYL MIRELES: 221-6815 RICH BREWBAKER: 221-6792 COMCAST: 493-7400 POUDRE VALLEY REA: 226-1234 NORTH POUDRE IRRIGATION CO: DITCH RIDER: 568-3612 BOX ELDER DITCH COMPANY: DITCH RIDER: 482-3067 ABBREVIATION LIST: A.D Algebraic Difference ASS'Y Assembly B.O. Blow —off Valve CBC Concrete Box Culvert CL Centerline CMP Corrugated Metal Pipe D.E. Drainage Easement EL Elevation EX Existing FES Flared End Section FL Flowline GB Grade Break CV Gate Valve HP High Point HYD'T Hydrant I.E. Irrigation Easement INV Invert IRR Irrigation KB Kick Block L.E. Landscape Easement LF Linear Feet LP Low Point LT Left MH Manhole m P.E. Pedestrian Easement PC Point of Curvature PCC Point of Compound Curvature PCR Point of Curb Return PI Point of Intersection PRC Point of Reverse Curvature PT Point of Tangency PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RT Right SAN Sanitary Sewer ST Storm Sewer STA Station TB Thrust Block TBW Top Back of Walk TOA Top of Asphalt TOF Top of Foundation TYP Typical U.E. Utility Easement VCP Vitrified Clay Pipe VPC Vertical Point of Curvature VPI Vertical Point of Intersection VPT Vertical Point of Tangency WL Water Line VICINITY MAP - N.T.S. BENCHMARKS: 1. CITY OF FORT COLLINS BENCHMARK #2-94 EI_. 4878.37' EAST DRAKE AND COUNTY RD 9, EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF SECTION CORNER MONUMENT IN RANGE BOX 2. CITY OF FORT COLLINS BENCHMARK #3-94 EL - 4887.78' EAST SIDE OF COUNTY RD 9 ON FOSSIL CREEK RESERVOIR INLET CANAL, ACROSS FROM 24" CMP IRRIGATION PIPE, ON CONCRETE HEADWALL BASIS OF BEARINGS: CONSIDERING THE EAST LINE OF THE NORTHEAST CORNER OF SAID SECTION 219 AS BEING SOUTH 00 10' 52" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERTO. ALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 — CALL 48 HOURS BEFORE YOU DIG — INCLUDE THE FOLLOWING INFORMATION: — COUNTY, CITY, SECTION AND j SECTION OR COUNTY,TOWNSHIP,SECTION AND j SECTION — CALLER'S NAME AND FIRM NAME AND ADDRESS — CAN BE REACHED PHONE NUMBER AND A BEST TIME TO CALL — LOCATION OF PROPOSED EXCAVATION, TYPE AND EXTENET OF WORK — STARTING TIME AND DATE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DESIGNED BY: I DRAWN BY: vAPPROVED BY: MAL SCALE: DATE: CHECKED BY: N.T.S. ( 4-01-2008 DATE: SHEET NUMBER: 2 3 4 5 6 7-9 10-14 15-16 17-18 19-25 26 27-28 29-32 33-34 35-43 44 45 49-51 69-74 INDEX OF SHEETS: SHEET DESCRIPTION COVER SHEET TYPICAL SECTIONS GENERAL NOTES HORIZONTAL CONTROL PHASING PLAN RIGHT OF WAY MAP REMOVE AND REPLACE PLAN AND PROFILE GRADING PLAN EROSION CONTROL PLAN STORM SEWER PLAN AND PROFILE FCRID REALIGNMENT PLAN AND PROFILE FCRID REALIGNMENT CROSS SECTIONS FOOTHILLS CHANNEL 7'X20' CIP BOX CULVERT SIGNING AND STRIPING PLAN ROADWAY CROSS SECTIONS POND 269 8'X4' PRECAST BOX PLAN AND PROFILE POND 216 GRADING AND EROSION CONTROL POND 269 DETAILS DETAILS ENGINEER'S NOTE: THE CITY OF FORT COLLINS HAS COMPILED THE FOLLOWING SETS OF PLANS TO COMPLETE ALL OF THE WORK NECESSARY FOR THE EAST DRAKE ROAD IMPROVEMENTS: — DRAKE/ZEIGLER IMPROVEMENTS — JR ENGINEERING — RIGDEN FARM 6TH FILING — JR ENGINEERING — STRAUSS LAKES FOSSIL CREEK RESERVOIR INLET DITCH (FCRID) BOX CULVERT — DREXELL, BARRELL & CO. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL LA APPROVED: IA� CITY ENGINEER I CHECKED BY: R"Te'.scst%ram TER AND WASTECJATER UTILITY CHECKED BY: STORMWATER UTILITY CHECKED BY: PARKS AND RECREATION CHECKED BY: O F IC ENGINEER CHECKED BY: Niz/oe DATE -f—/"ei? DATE DATE ft' /- Q'rr DATE NORTH POUDRE IRRIGATION CO. APPROVAL: APPROVED: REPRESENTATIVE DATE BOXELDER DITCH COMPANY APPROVAL: APPROVED: REPRESENTATIVE DATE YSHEI DRAKE/ZEIGLER IMPROVEMENT PROJECT - PHASE 2 , 1 COVER SHEET C-1 OF 74 281 J1 T� •• N r- 2E CO N r� 0 z :3* � I J� ,_, w =w w ION W w EXISTING UNDERDRAIN EX UNDERDRAIN MH-1 EX UNDERDRAIN- ENVIKONMENTAL DRIVE '\ACT AC j \ U- jIf<� i Fr TV I I' �I UD MH-1 4 iilil 46+00 � rl 1�:rr �Ir ■ I45+26.07 PROPOSED UNDERDRAIN DRAKE RD. 0 Z �E w �z 3wwa� Q Q w Z Z) w 0_ Wfn=wz�a3 ICJ~O_ W W W }Z �x=m0 =a a 0LLI a j�w�w�(nw��I.- O [n 0 > Ov LLI a0 \�y w W0000 ZO J 0O_0=zw>- H a O_ W O--j 0 Q O W z=aa0azwD �FQQQQ00 Of ry 0 L� w Q w NOTM- 1. SEE BEDDING DETAIL SHEET 32 OF 47 DRAKE/ZIEGLER IMPROVEMENTS PLAN. 2. SEE STEEL CASING DETAIL SHEET 32 OF 47 DRAKE/ZIEGLER IMPROVEMENTS PLAN. 3. SEE STANDARD MANHOLE DETAIL SHEET 32 OF 47 DRAKE/ZIEGLER IMPROVEMENTS PLAN. 4. PIPE LENGTHS ARE MEASURED FROM CENTER OF MH TO CENTER OF MH. J ,P�SIiAIdy. 28262 AND• MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF Jt ENGINEERING 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' City of Fort Collins, Colorado UTILITY PLAN APPROVAL 4 APPROVE ity Engineer < CHECKED BY: ,, _ Water & Wastewoter U it ity CHECKED BY: L Stormwater Utility CHECKED BY: A,1A _ Parks & Recreation CHECKED BY: A-14 _ Traffic Engineer CHECKED BY: jv - - o --- - - ---- ---- - - -94 LF 12_ _PVC - - ®0.58% ----- - - --- - - �- — — — — -- ��- --- --- -_:. - 9- - . -- - - - -- - _ - _ — - -_ _ _- - - - -- -_-- - ------ -- - - -- --- -_--- ---__ ---- . _ GROUT AROUNDPIPE- -- - -- - -- --- -- -- -- -- 4875 _-_- - - -_ --- --- - -- -- - - -- -- $ -- - - - - - - - D - -- - ---- - --- - - - - - _ _ - REMOVE TO = ++ Pwc ouR.>=T THE NORTH IAST - - - - - } } - - - - -- ---- - -- -- ---- - ---- - -- & PLUG EX. 40LE - -- - - - -- - -- ._ ----- -- - - -- - - -"- - -- - - -- - --- �.. --:-__ MAN! _ _ - -- :- : __ .:_... - - --- - - --- - 44 120 SDR35 VC 0 830X -4870 - -- - --- " --- -- ---- ---- -- w PIPE tt- - _. --- - - - - 31 LF - - Vl ---- - - --- - - -- - -- -- - ---- - - - - - --- - - _-_ --- -- _. - PIPE - --.. -- - - - -_ - - - - - --- _ _- -- -- - -- - - N 4 . -.50 LF 12 -- PVC ®0.58� -- — -- -- --- -- ---- - -- -- _- - -- - - ---, - - -_ _ ++ - - -- - - - -- - - -- --- __ ___ -- -- - - - - - ----- - - - - - ---- - --- - -- - - - - -- -------- --- - - - - - - - - - - - - - N - -- -- -- -- - -- - _ - - - - -- -- - - - -- - _ _ 19 12' SDR35 PVC 0 0.30X - - - - - - - - - -- - - - -. 4860 4855 53+00 52+00 51 +00 50+00 51 +00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 •. Date Jr/=10 Date Date Date IO rn a� U a) rn c 0 0 `0 a al c O H V) Z 4875 W:2 Li W J O Z LL_ Q O 4870 a _ o -- of Ofz Z J p Q 4865 w z z N J W 4860 Y Q Ir 0 4855 SHEET OF JOB No. 9164.14 C-1 281 Y c> CALL UTILITY NOTIFICATION CENTER OF COLORADO ImMm922=1987 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4900 1 4875 .W1 :.1 4855 POND 216 BOLD SEWER TO BE CONSTRUCTED UNDER THIS CONTRACT 21'x61'x18" TYPE L I BURIED RIPRAP 2' 54" RCP O Q I 173 I ' 1 i 174 t I I M' 5 I 175 B 0 S CTE DER $ ON ACT I 15"I RCP DOUBLE TYPE 16 V) LLI U� NZ Zw off LLJ (n�iwuj0_F as wzw� F-?rwWx=mO UpQ ��,I00 1 ' N� d w> wOOUO Q O wda-iZ Fwaiz o-o_0O_zwD I\ �rzaaaaooa D81 A i KEYM AP L O LO C)I)O U O 0')r� 2 COMBINATION INLET 2-TYPE 13 i O < In 0 �Z - 54" RCP CRATED INLETS c4i : O � � (V LC) ,w t ; If i QUADRUPLE TYPE 16 It ANQ. 0 N J N N a at ""` COMBINATION INLET o LLJ Q W O MODIFIED JUNCTION BOX N M ��=�ZIZIs* �_ RCP -,27 R M i' Q LLJ O r O SEE DETAIL SHEET 139 176 M IFIE JUNCTION BOX #2 SE DE AIL SHEET 138 177 I 178 0 m Z 179 m Z7 Zl 180 I m 181 11 I 1` LEGEND EXISTING PIPES PROPOSED INLET AND PIPE PROPOSED INLET LOCATION — — — EXISTING 5' CONTOUR - - EXISTING 1' CONTOUR PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR 100 YEAR HGL a- Zp�(n�r� w WS(nZ�CY) 21" RCP 48" RCP + 0_ n REMOVE XI TIN Cy ES J LJ AND REPLACE W PROPOSED O Z X O Q " �** ? 36, STMHT i5 N O S li TR+LE TYPE 16 I I PQo i// \ O F- 0- COMBINATION INLET MODIFIED TYPE D INLET i O MODIFIED JUNCTION BOX EE DETAIL SHEET 13 STMH-15 i AC TZ ?1, RCP c� I I --- I --- r I � I• Z ! W r I _ V City of Fort Collins, Colorado UTILITY PLAN APPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF - APPROVE • RED Cer 5;pl+ ity Eng Date NOTES: PO /Sl C/ ' 1. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. o; Fy�Va. r� CHECKED BY: 50 25 0 50 100 Watqf &Wastewater tilit Date p 2. "PRESSURE SEAL" JOINTS SHALL BE IN ACCORDANCE WITH ASTM C443, w "STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER •� 28262 /_ 3/� % o AND CULVERT PIPE, USING RUBBER GASKETS" CHECKED BY: SCALE: 1" = 50� ,• Stormwater Utility Date 3. PIPE LENGTHS ARE MEASURED FROM THE CENTER OF ALL STRUCTURES. ......... /00f A .S. 4. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. FAND Q CHECKED BY: 5. ALL FES ARE INCLUDED IN PIPE LENGTHS. Parks & Recreation Date m 6. DRAKE ROAD IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY, CHECKED BY: AIA WERE PREPARED CONCURRENTLY AS A SEPARATE PROJECT. Traffic Engineer Date MICHAEL S. BRAKE DATE CHECKED BY: COLORADO P.E. AND P.L.S. NO. 28262 Date FOR AND ON BEHALF OF A ENGINE17tM �� •11 .1 t - - -_ t --t_ --_- _ - - - -- O _ o --- -- - -- — F -- - ---_ — - - - --- In II II \ N M (n m m - 4885 --- -- _-- - _ - -- -- --- -- -- - ---LLI vvi LAJm vfi > o w W m a o m o cYi mm - - — 4880 -- - x_ Z �` w W Of Q O Z - - 4875 _ - -- - _ — - -- -- — -- — --- -- -- - -- - -- _ 4870 - — -- — - - - - --- 4865 -- - -- - --- it r TO a J � y , / / 10' TYPE R INLE / a UCT10N IMI N �NSTR / 10' , TYPE R INLE / �o / 11'x11'x18' TYPE L 2' TRICKLE PAN BURIED RIPRAP // / �� // / i 0 v1-4 LEGEND _ EXISTING PIPES PROPOSED INLET AND PIPE PROPOSED INLET LOCATION CALL UTILITY NOTIFICATION CENTER OF COLORADO — — — EXISTING 5' CONTOUR A • O-9Z2-1987 EXISTING 1' CONTOUR `+ CALL 2-BUSINESS DAYS IN PROPOSED 5' CONTOUR ADVANCE BEFORE YOU DIG, PROPOSED 1' CONTOUR GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 100 YEAR HGL MEMBER UTILITIES. i 0' TYPE RINLET 10' TYPE R INLE / / DWAL , 36. RC I I 9'x9'xl8* TYPE L �JC / P / BURIED RIPRAP RCP / � / /04 POND 216 / �u I NOTES: 1. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 2. "PRESSURE SEAL" JOINTS SHALL BE IN ACCORDANCE WITH ASTM C443, "STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS" 3. PIPE LENGTHS ARE MEASURED FROM THE CENTER OF ALL STRUCTURES. 4. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 5. ALL FES ARE INCLUDED IN PIPE LENGTHS. 6. DRAKE ROAD IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY, WERE PREPARED CONCURRENTLY AS A SEPARATE PROJECT. PREPARED UNDER 1FE ONtECT SUPERVISION OF QPpO Rf��sl o��pEY wbB;�P� • 'Py. a 28262 j t •" Q��' AND MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF J2 OK#NEERINC - �� ❑ ®®® ® ® e ®® ® ® ggqq KEYMAP wTs 50 25 0 50 100 SCALE: 1" = 50' City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: � Y ty Engin r Dote . CHECKED BY: 4 Wq r & Wastewater i y to CHECKED BY:/ Stormwoter utility Date CHECKED BY: 41 Parks &Recreation Date CHECKED BY: N4 Traffic Engineer Date CHECKED BY: Date 0 ctu N �z z to � W W N d H Q Q LLJW Z� W Ft ~ w W 3 W �z iW}z r w = m O W(n �Q F N -j O W O O U O O z 0 JoD_D_zo_>-2m W (L (L W O_ J (nH OQQQQOmQ o LLJ C' d w C° N o � Q Co u) O o rn U cr- O I� O a L0 a' Q (D LLJ O C-. N li V7 U O Z � � — r� CD W(r) (A� Q) Q J W �� OzX N U O LL- O z a w g a r m Y 4895 M90- 4890 O - 4885 - - -40d — - - � _- --- - -_-_ - -_ -- - - -- -- - 1 - - -- ---_ -- -- - - __ -- - -- — — - -- - erg= _ at ND -- 4885 - mz -T -- - - ---- - ---- - - - - - - - --- -- -- - _ — - - _- -- 4880 c) - - GROIJ - - ID _ _ -- - -- - --- - - - - --- -- - --- ----- -- II - � � cv M m m GItDUNp _ - Y00=1'R HGC 4880 -- - - - --- -- -- - - -- - - - _ - - — --- - - ---- - --- - - - - - --_ - _ _ _ O 5� -. RfP �O - -- - J - > Q Q w m o m W - --._--- -- -...- - - _ - 4875 - — - 4870 ----- —_ - _ _ _ -- -TYPE - BLfflM - ----- -ITEHGIH IN _-_ - - - - • RCR 36 - - m - — _ TOES NEAR - - X OF sIDE OF - -- A!E} - _ ------ ---- -- --- - - -' ----- --- - - -- --- ---- - -- - - - - -_ ---- - - - _ - -- - -- -- - -- - _ - — --- - __ -�:� _ si0R1# -� FT EACH - uj 1Z - - - -- -- - 4870 -- -- - _ --- - -- - _ --- - - - - -- --- a -- - - -- --- - --- - -- ---- - -- -- 4865 4865 � I Q Z Lb 3: of cn o o Q Q60 _ - - - -- - - - - --- - ---- -- - --- _ -- _ - - -- - - -- —_ - 4860 - - _ - - - - - -- -- - _ - - - - - - - -- - _ -_ - 4855 4855 -- ---- - - --- ----- - - - - -- - -- 4850 0+00 1+00 2+00 3+00 _- 0+00 1+00 2+00 0+00 - 1+00 2+00 0+00 - 4850 1+00 SHEET OF JOB No. 39164.12 C-� 281 M ZJ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1�SOO-9ZZ�1987 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LEGENDOL. EXISTING PIPES PROPOSED INLET AND PIPE � PROPOSED INLET LOCATION EXISTING 5' CONTOUR EXISTING 1' CONTOUR 50 25 0 50 100 PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR SCALE: 1" = 50' 100 YEAR HGL ! 5' ParA ze9LoTs of cc c 6'x6'x18" TYPE BURIED RIPRA NOTES: 1. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 2. "PRESSURE SEAL" JOINTS SHALL BE IN ACCORDANCE WITH ASTM C443, "STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS" 3. PIPE LENGTHS ARE MEASURED FROM THE CENTER OF ALL STRUCTURES. 4. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 5, ALL FES ARE INCLUDED IN PIPE LENGTHS. 6. DRAKE ROAD IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY, WERE PREPARED CONCURRENTLY AS A SEPARATE PROJECT. I 5' IN4ET i I C E R I 16 Utw LHAK LET RCF G� o D PREPARED UNDER THE DIRECT SUPERvi M OF OD RfclS �o�P�yswiNiy;<�, o ' o •� 28262Ld °F •ND AND MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF Of Jt E�W'INEERMG � ❑ ®®� ®® a _ �®� L _ ®®® ® KEYMAP N.TS City Of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVE � r 3��;L- .�-• City Engi r Date CHECKED BY: water &Wastewater Utility Date CHECKED BY: �! /i. rP' 31-00 Stormwater Utility Date CHECKED BY: cieaa¢ Parks &Recreation Date CHECKED BY: /V.4 Traffic Engineer Date CHECKED BY: Date V) _ Zw � � < 3W�a� aW aWW?�� _�~Ww�o_3 imM ~3m-W �000 =a a Lja 0056- wL,l-N to Of>d LLI>O0QN w 0 0 0 0 Z O J V)it Xzae}C�= Fwadw(L-iU)H Z = d IL U' < Z W < D�aaaooa N C) 0 Q DD In O O rn UOf p�)O �- I u� LL MpOONLO � < LL J 0 (V < W CD O O ZO_�t/)Ml1- w w cn Z rn J W� --i Z X O O Q N U = L L- O F � O as z� z; w P4LLI ` ? a r m 4900 5 4900 — - - - - 4895 4895 -- _ — - -- - - - 4890 - - - - -- -- - -- - - -- -- — - ----- n ---- a ;-.� _� _ _� -- _-- - - _ - _ ----- _-_ ---_ - - II II N N m m _ _ _ 4885 - - - _ - - - -- - -- - -_ _ _- - - 4885 85J - -�LLJ - - _ Ld (n Q � �`' m � W Y -- - 4880 - -- -- - - — --- - _- - -- _ - s ems; - __-_-- J w _ Li O o - - _ - _ _ 4875 - - - --_ 4875 -- — - - -- - - L -- - ---- -------- - - - - - - -- - ---- -- 4870 - - - - — - -- - - 4870 _ --- - - --- _ - - _ -_ -- _ -- - - -_ __--_- - - -- - _ - - - - - - - - — - — 4865 - - - -- --- - -- _ Q Z V) Q J _ - - --- - - _- - - - _ --- - -_ - - - - - _-- 4860 - - -- __ _ C - 4860 4 --- -- - _ _ - - -- -- - 4855 0+00 1 +00 _ -- _ 0+00 1 +00 2+00 3+00 0+00 1 +00 - --- - 2+00 - 0+00 1 +00 2+00 4855 0+00 1 +00 SHEET : OF 4M JOB No. 39164.12 -1 2 8 1 v .z, 4- L v r! C> CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRMARKING OFADE, OR CUN UNDERGROAVATE FOR UND MEMBER UTILITIES. i�----------------------- ------------------------ —__ ---- ---- __----- ZIEGLER ROAD _-_ - _ � DOUBLE E 16 ——�QLD.ST tM � COMBINATION INLET - - BE CONSTRUCTED WITH THIS CONTRACT. STMH-19 _ _, _ -'- - TMH- -- ---------- ----------- 6 -_ '— — --------------- --- — — — —36 _RCP � I _-__---- " I -U AVE KNOCKOUT I 258 1 M FOR FUTURE I I 0 C NNECTION. xs'X1e' TYPE L c°H ' SHADED PIPE NOT T r I = BURIED RIPRAP BE CONSTRUCTED WITH I THIS CONTRACT. L------- 1 257 Z I POND 269 I I 1 Q I I I I I U j A j 260 N I ~ 256UJI LEGEND EXISTING PIPES PROPOSED INLET AND PIPE PROPOSED INLET LOCATION NOTES: — — — — EXISTING 5' CONTOUR 1. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. „ 2. PRESSURE SEAL" JOINTS SHALL BE IN ACCORDANCE WITH ASTM C443,�ef/G�� EXISTING 1' CONTOUR "STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS" PROPOSED 5' CONTOUR 3, PIPE LENGTHS ARE MEASURED FROM THE CENTER OF ALL STRUCTURES. 4. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. PROPOSED 1' CCNTOUR 5. ALL FES ARE INCLUDED IN PIPE LENGTHS. 6. DRAKE ROAD IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY, 100 YEAR HGL WERE PREPARED CONCURRENTLY AS A SEPARATE PROJECT. _ ® 0®� `- _ ®®® ® KEYMAP ILLS 50 25 0 50 10 SCALE: 1" = 50' PREPARED UNDER THE DIRECT SUPERVISION OF P�RfG�sl o��Q Ply • �?� `'':� 28262 FANDQ' MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 POR AID ON BEIALF OF JR ENMEfRINO City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: �'� Z G �� City Engin (/ Dote r CHECKED BY: ate & Wastewater// ittyyJ '_ ' Date CHECKED BY: ^' Ldr�L AV-1-800-922-1987 Stormwater utility Date CHECKED BY: Parks &Recreation Date AI CHECKED BY: Traffic Engineer Date CHECKED BY: Date V) "Nw Zw LLI Q Q LLI ~ � wcn=wz�a O w ~Zrwwx=mo x UD'Lja N0Fw-N V)0>dW>0Q� J w O O U 0 Z O Hw1Ldwll-JF/1) Z=d0-0(LZw::) aaaooa co `V Ln 0 Q 00 n U O rn o o o 1 rn O CD (If N O N J N CN w Q U) o � ��wc�0^ < Cr ~ O CL Z O (n Cn n W W Cn CO In = Z .� C3 3i � Z X iY O O Q N U=Li CD I-- (L Of �h V 'z W 0 1 W 8 k, �z"� j to E z W SX 222000 Q m 4905 4905 - - - - - - - --- - 4900 — - -- -- - -- - _ 4900 - - - __ - Z S - - - —_ -- - --- 4895 - - 4895 z -- - _ Ln Ln N N m m 4890 — - - - �` __ 4890 IT - D - a ¢ > w o w A WW4885 m o w ROPt)SE&-GI _ 4885 - _- X4880 4880 __ - --- -- ----- - --- - - -- -- - _ - - - - - - - - - - - - - ---- - _ _ _ -. - --- r"AM 465.2� - _ - - _VAT RECC0 SIGof Z — L`' O W 4875 _w 4875 = _ - - — . MAINT r�ssaRE 1� r - -- -- - - - ---- - -- -- - - - - - -- - --- - -- -- - - - --- - -- -- --- --- - - - -- - - - --- --- - - - ----- � 121- cn Q -- --- - -- - CE44 IITT]iLJNE PIPE —�oT Of CEEIDINIG tr MAMMUM IDEIV. ACTE4. DEP ITY iN ACGYRf3 COMPACTED NM WITH ANSI 4870 — -- — _ flt357 Z - - _ J — - W -- -- - - 4865 - 4865 - - - 10 4860 4860 SHEET OF >� 0+00 1+00 2+00 3+00 0+00 1+00 0+00 1+00 0+00 1+00 2+00 3+00 4+00 JOB No. 39164.12 4.. . C - 1 281 4 P FE N C' C%14 .T. 4880 4876 4872 Go OD [gN 11+50 10 o ^ / 1 1 / / �1 / r a ♦ n / / N r, TIT -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4884 4884 4880 13+50 m 0 0TIr r n D I r 4880 4876 r, r � n 4876 4872 TT — -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4872 in 13+00 4884 4880 4876 4872 15+00 0 Go 11 +00 4884 < N m 00 4884 000, - ro rG 4884 4880 I I — — — 4884 4880 4876 /Wr1 4884 4880 4880 4876 r r 4880 4876 4876 n - - - 1 - r I - m4876 of n CD e g 4872 4872 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 m J 4872 au I 0 m 4872 4872 80 100 120 140 80 -100 - 60 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 100 120 140 -140 -120 -80 -60 -40 -20 20 40 12+50 so Go 10+50 00 OD 4884 r 4881 1 1 1 14884 4880 4876 4872 4884 4880 4876 4872 Nil in r 4884 4 I 4880 4880 VODr� 4880 4876 48764876 4872 4872 - 4872 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 10+00 / I / ITI 1 r L'I I I I I I -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 4880 4876 4876 4872 4872 OD OD s 12+00 / I 1 0 N Go < N n 1 r � o -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4876 4872 Si=S! 4876 4872 4880 4876 4872 14+ 50 CiI-I] 4880 4876 4876 4872 4872 �7 N N M � __L___i -1 I / n r ^ a N r7 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 14+00 NNE NEI Em al rz m m PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado 0 UTILITY PLAN APPROVAL uj z Pp0 R f CISt w zWw0E- Q Q w z rn ~ APPROVES Date z d 3 ity gineer (i o0`�•PFyswaNry�,p.�� U C3 q.F: o w v13L w 0~ Ir W W W} Z •� 2g262 ^• CHECKED BY: klA Date F z } W 0_ _ = m o m 5 ~ F F Utility • �'. Watery & Wastewater = pp a WF-W w w .• p••.......•' C,• CHECKED BY: /ft� �S � I-ff - r. .3 'r it NLU000)o z20 F, AND e• Stormwater Utility Date F w w a w W>- 2 Fc CHECKED BY: A14 Z�aaaaooa Parks & Recreation Date A14 I CHECKED BY: MICHAEL S. BRAKE DATE Traffic Engineer Date COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF Jt ENGINEERING CHECKED BY: Date y U o NOTES: B!•,� , 44;; " 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE /C• f Ld O North Poudre Irrigation Co. Date p RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR 0_ � y, SLOPE EASEMENT LOCATIONS. a- Ljj 0 0 2. TYPICAL SECTION (SEE SHEET 23A) SHALL GOVERN FOR DITCH D_ �►+ En SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 1 50 25 0 50 100 o 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES. 16+50 r o, M I � ► r I it) • n —J R] C:�Ii7 0 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 16+00 4884 r 1. CID 4884 D - I rn D 4880 4880 / v W I i 4876 I °D n I r 4876 n 1 n 4872 4872 -140 -120 -100 -00 -60 -40 -20 0 20 40 60 80 100 120 15+50 H HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 4888 z � �j 4884 W i z 4880 4876 uJ • rn 2G rn 4872 4884 4876 4872 4888 4888 0 4884 4884 C 4884 D ♦ D D pp - I � I 4880 4880 4880 - 4876 4876 n / 4876 ro a r, 1 / 0 n o 4872 4872 4872 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 w a p o z a rn r7 II T 1_ LO w J m m m �il a 0 w Z 3 0 w I I w Q o W U ZC G v' O LL1 � O a ZF_ J W W J w OfU) � W C ) O_ N _ 0� U U W LL- Y Q Of 0 SHEET OF 4W JOB No. 9164.14 C-1 28 1 No Text r V # WALL 62+42 TO FOOTHILLS BOX - TRANSITION 42.0' 6" VERTICAL CURB 420' ROW 26.0' WALL PAVEMENT 6" VERTICAL CURB 8.0'-�{ :TION _ I DECORATIVE , ) DECORATIVE PAVING PAVING FOOTHILLS BOX SECTION N.T.S. FOOTHILLS BOX TO 65+32 - TRANSITION 42.0' ROW- I•---- O.0' 10.0' 28.0 :C VERTICAL OM 10' TRAIL (IN ACCESS EASEMENT WHERE NOT IN ROW) 420' ROW - s.o' 26.0' z.lr tau ems• VERTICAL CURB 6• WALK 420' ROW - 6.0' 26.0' 2.0' 10.0' 8" VERTICAL CURB 6" WALK * SEE GRADING PLAN AND CROSS SECTIONS FOR FCRID RELOCATION 42.0' ROW- 6.0' ! 26.0 6• VERTICAL CURB `FUTURE WALK * SEE GRAOING PLAN AND CROSS SECTIONS FOR FCRID RELOCATION -42.0' ROW 26.0' 6• VERTICAL CURB VARIES ~ 10. 2 65+32 TO 67+50 N.T.S. 1z 10 TRAIL (IN ACCESS EASEMENT WHERE NOT IN ROW) -42.0 ROW 26.0' - I 10.0 6" VERTICAL CURB-1 `- VARIES �- 16 TRAIL (IN ACCESS EASEMENT WHERE NOT IN ROW) 67+50 TO 78+50 N.T.S. ■ -420' ROW 26.0' 6" VERTICAL CURBVARIES S IV TRAIL (IN ACCESS EASEMENT WHERE NOT IN ROW) 78+50 TO 80+80 N.T.S. 420' ROW �AVE:T10N MENT 28.0' 6" VERTICAL CURB-� VARIES---��-10.� 80+80 TO 83+00 N.T.S. 83+00 TO 83+50 - TRANSITION 42.0' ROW +I 20'�10.0'-+ RB 6• VERTICAL CUAND GUTTER _I mm FUTURE WALK * SEE GRADING PLAN AND CROSS SECTIONS FOR FCRID RELOCATION 420' ROW - 10.0' 20� 6• VERTICAL a1Re FUTURE WALK * SEE GRADING PLAN AND CROSS SECTIONS FOR FCRID RELOCATION 2 1/2" PAVEMENT 42.0' 6" VERTICAL CURB 7.5'� 6• WALK 83+50 TO 84+50 N.T.S. 84+50 TO 85+00 - TRANSITION PAVEMENT 6. :TION 10' TRAIL (IN ACCESS EASEMENT WHERE NOT IN ROW) 2.0 ROW �` 6.0' VERTICAL CURB 10.0' 2.0' 85+00 TO 92+50 N.T.S. 42.0' ROW 420' ROW 42.0' ROw 34.0' EOOSTING ROW 10.0' 26 0' 26.06.0' s �� Tao'5 V 2ao ExsTINc ROAD EwsnNc 2.0 12 1/Y PAVEMENT 1Q0---4 GUR� / AO 6" VERTICAL CURB I 12 1 Y PM£MENT �S� RO 2.0' 8• VERTICAL CURB � CTION 5.0 E%ISTING WALK 20% PARKWAY 6" WALK� FUTURE NNKJ.- FUTURE PAVEMENT) * SEE GRADING PLAN AND CROSS 4 3+ 5 0 TO 6 2+ 4 2 SECTIONS FOR FCRID RELOCATION 92+50 TO 95+50 (PHASE 2 STARTING STA. 44+42) NOTES: 1. 12 1/2" PAVEMENT SECTION SHALL BE 2 1/2" GRADING S ON 4' GRADING SG ON 6" ABC, AND 12" OF FLY ASH. (ABOVE IS A PRELIMINARY PAVEMENT DESIGN, FINAL PAVEMENT DESIGN WALL BE DETERMINED ONCE ALL GRADING AND UTILITY INSTALLATION IS COMPLETE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS.) 2. SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL TRANSITIONS. 3. SEE GRADING PLAN FOR SLOPE EASEMENT LOCATIONS. 4. SEE STRIPING PLAN FOR LANE LAYOUT. PREPARED UNDER THE DIRECT SUPERVISION OF rQr....... �l O 4Y ' 28262 ....... MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Z �� ity Engineer Date CHECKE BY: -- Water & Wastewater Utility Date CHECKED BY: ut, Stormwater UtI ity Date CHECKED BY: AM Parks & R ec reation Date CHECKED BY: /V4- Traffic Engineer Date CHECKED BY: Of 0 LL 0 W Q LLI ry rl- Z U) Z� NZ w w N� $wwaa� � a¢ wZ�X WZL MCC 0,wWw}Z H Z r w tr 2= a)0 3 ca H F H H U x 0 Q V) x N V))C,>aW>,Qx w 0 0 0 0 Z O �waaawa--iFn� Z=aa0aZwD F Q Q Q Q O 0 Q C7 zzJ P4 W zW UI 'S 0 z; w` r __77JJ A i Z Z Q r r m ED m w J w J m Q QLLJ < O 0 0 x > w o uj = SHEET , Date ' JOB NO 0 1- U w (n J U_ I - OF 9164.14 281 City of Fort Collins, Colorado 0 UTILITY PLAN APPROVAL c� Cr N z w Zww0� APPROVEEC _ " ,C� �u' '` Z/ a Q w K 0 W W - City rngi6eer Date uj w 2 w z 0Y IL 3 m frw W w} Z CHECKEhr BY: MOL F- Z >T � m o Water & Wastewater Utility Date = p U�p E vj N ll'WN / CHECKED BY: b• k 3/ 07 V) 0> a w j o Q Fr Stormwater Utility Date � w z w} O Fwaaww�tnir CHECKED BY: /444 a< w z w 0 N�aaaopa Parks & R re Date CHECKED BY: G L'! 1�z Traffic Engineer Date CHECKED BY: v, Date N w U [if > BARED UNDER THE DIRECT suPERMaoN of oLLJ LL 3 p0 JRf C/Sl a °0" o o�iaQY w U � 28262 a O i pf.AN6.0' N MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING 'z LL 211 co DRAKE RD. a �� 0, 1p Ci 0� REGIONAL CH NNEL �y f ir 50 25 0 50 100 SCALE: 1" = 50' w Q p R C'1 - Z z N cv — zw ow — — — — — — — — — — — — w —ww ~ e w� ��H _ 1 i.z } .� I — w N >Lu �c�~o-w �z_� _=uj mC) ¢ ¢ _ ¢ t� w \ \ l= o dwa>-N 1 � I _ R9-3A �w0000 �iL zira¢aaa¢ooa 84+1 I 1 1 00 a 80+00 78+00 1 1 - _ - O 76+00 1 I U O N 0 C 74+00 O so w + W- `o 4 a LIMITS I a c C I�STRU�C 1 � SPEED LIMIT • a STOP 40 W R1-1 c� R2-1 R9-3A I Z. a a LJ .� = Q U � STRIPING LEGEND Q NORTHBOUND THROUGH LAZE — 300' TAPER 50:1 ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP O(a)SOLID WHITE CHANNELIZING LINE 8" WIDE W® SOLID MITE LANE LINE 4" WIDE (n ® DASHED WHITE LANE LINE 4" WIDE, 5' LONG WITH 5' GAP 0 ® DOUBLE YELLOW LANE LINE 4" WIDE W 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP Q Q a N o NOTES: 00 se o+o-- _-- _ _ _ _ _ +oa - 4+00 04 1. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF m 1 1 _ -4-_ _ STRIPE TO CENTER OF STRIPE. "_ ZIEGLER ROAD C4 � N SPEED MEN O RMW LIMIT LAW 40 STOP 50 25 0 50 100 5 BIKES ONLY R2-1 R1-1 SCALE: 1" = 50' o t- An S w 0 z o \ o Z m } M J J In Q ¢ ¢ W W < Y ¢ J W = W Q = U 1-- Z Z W Q O Z f� DRAKE RD. m Of City of Fort Collins, Colorado — PREPARED UNDER THE DIRECT SUPERVISION OF UTILITY PLAN APPROVAL a,o V) W 0 Q E6,1APPROVED: L < REGIONAL CH NNEL o/T�' J Z �P� • s City Engineer Date w S y o stlgi fF _ �a LLJ Q �o CHECK BY: 1�1� — w FQ •� 28262 m: Water k Wastewater Utility Date a m \ 00 \ a Z • CHECKED BY: � o W Z •A . : •S, Stormwa er •Utility Date z J Q Ur F• AND •Q� CHECKED BY: N of (n Parrk/ks k re Date HORSETOOTH RD. 0 CHECKED BY: 16 Z'I- Traffic Engineer Dalte SHEET OF � MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND ON BEHALF OF � ENGINEIRII�IG Date JOB No. 9164.14 I V:: X r co N FL ELEVATION LEGEND CL STATION EXSTING GROUND ROW LOCATION PROPOSED GDEN FUTURE 15+5 FARM GRADING WALK AND (ONLY) wAnGH SLOPE 4932 - ,0 4932 N N 4928 - 4928 00 1 ' a, V 4924 - i 49 4 -40 -20 0 20 40 60 So EXISTING CL ELEV CL OFFSET PROPOSED CL ELEVATION PROPOSED ROADwAT CATCH (FOR CITY GUAM IES) 4888 4884 4880 4876 47+00 ROW ROW N N / --------------- Co Co 00 Y -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 46+50 4888 4884 4880 4876 49+00 RIDW %o m ROM/ f 4 m ao 4884 i 4880 / 4876 / 4872 4868 4888 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4880 48+50 ROW ROW 4876 0 00 4884 4880 —, ffl/ 4876 / 4888 4872 m 4884 - N 1n 4868 - - -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 IFT; 48+00 0 0 4872 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. _u I I I -- i• I I I u 1 1 1 1 1 1 1 1 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 46+00 4886 R( ROW_ n 0 Ir �( --------------- r 4884 4880 / / 4876 - / 4872 - 4868 N1 OD CO 4864 - -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 U4 i NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY 50 25 0 50 100 MAP FOR SLOPE EASEMENT LOCATIONS. HORIZONTAL 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR MOTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED SCALE: 1" = 50' HEREON. VERTICAL 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES. SCALE: 1" = 5' 4884 4876 4884 4872 4880 4868 4876 4864 4872 EmmorrM. - 486-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4880 4876 4884 4872 4880 4868 4876 4872 4868 50+00 ROW ROW / n N � 10 4884 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 4884 4884 4880 4880 4876 4876 4872 4872 4868 4868 4864 4864 4876 ROW 49+50 ROW I _ 4888 4876 / °& -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 12000 4884 4884 000 4880 47+50 n n rn rn 4876 ROW < e ROW �. 4876 ` I 00 — - / / / / 4884 T 4884 4872 - 4872 48M - - 4880 4868 4876 / / CO �1 N in so 4868 487 6 a - Y 4864 - 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4880 4876 4872 4868 4864 PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL R E(Clsl APPROVED GC V w. ! L J o�PaD J IUVePF/� •vCity Engineer <: Date O� . P •� 2g262 `"• CHECKED BY: NA ••p Water & Wastewater Utility Date •....... .•' C31 CHECKED BY:�. F AND Q� Stormwater Utility Date CHECKED BY: S,4 Parks & Recreation Date CHECKED BY: A);O- Traffic Engineer Date MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGHTIRING CHECKED BY: Date 51 +00 ROW ROW N anD m i 1?4 CO CO i i ?00 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4884 4880 4880 4876 4876 4872 4872 CT_Zi=�Z3] 4864 4864 L L 1 I _-' -._ -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4880 4876 4872 Of 0 L� W 0_ Q a_ w d 9 ti I 0 Z w QQ wZS�� wV)m:LLI Z afa3 n-wwLLI}z m H H F O Q O W W L O� N Q Fr NWO0501`ZO H WO_Il W Or J(n i--- Q Q Q Q O O Q Z O N S w af 6Z0 b in r> � 0 0 II II a) a_ o J J } m } m } M 4884 U U 0 w 0 W N I ( 1 I 0 0 Q U x > w 0 W U N 4880 Z LLI 4876 Z of 0 4872 a F— w U) 4868 LLJ W J U) uj W 0 ` Of U 4864 LEI Q M E� f SHEET S OF 4W JOB NO. 9164.14 C-1 28 r-- N FL ELEVATION LEGEND cL STATION EXISTING GROUND ROW LOCATIW PROPOSED i FUTURE 1 5 + 5 FARM GRADING WALK Alp (FOR INFORMATION SLOPE ON 4932 00 D - 4932 of o N N 4928 - Ij 4928 I 4924 - ~ ~ IV 49 4 -40 -20 0 20 40 60 80l EXISTING 0. ELEV CL OFFSET J PROPosED CL ELEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY )UANTInES) m 4876 4872 52+50 W)54+00 1' 4884 4884 4880 4880 4876 4876 4872 4872 4868 4868 4864 NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT -OF -WAN'. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES 4884 4884 4880 4880 4876 4876 4872 4872 4868 4868 4864 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4864 53+50 00 5 2+ 00 ROM " 'l ROM m Ia ROW ROM 4884 If �o �o ro � 4884 - - 4884 - 4880 i 4880 4880 4876 / / 4876 4876 - 4872 4872 4872 - - 4868 4868 4868 n go 00 �- 4864 CO 00 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4864 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 53+00 51+50 1iO" ROM00 00 00 00 ROW 91 ROM 4884 - v 2.0 0 `: / 4884 - 00 (°n0 4884 - - 4880 T 4860 4880 / 4876 4876 4876 / 4872 4872 - 4872 - 4868 TIT 4868 4868 ~ 00 �- 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 f 4876 4872 4864 4884 f 4876 4872 50 25 0 50 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 54+50 M m ROM ° O ROM 000 00 i 1 !00 -160 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 100 4884 4884 10 4876 4872 4872 4868 4868 PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL O OK N z APPROVE L Irl�� Lo ZW 3- w uj 0 H City ngin er t Dotuj ¢ ¢ I' > 0 > > 3 o:`�P �•a �0' irW m •� 28262 CHECKED BY:_�1wr Z r w_= O • Water & Wastewater ytility Date = 3 m P ~ p F ' 'CY CHECKED BY:JUX / 3/-07 U<pa N Vpjawjo¢Fr pF. AND Q\ Smwater tility Date Jtorw 0 0 0 0 t` Z 0 (ni>-O= F w 11 11 w !L J (n H CHECKED BY: ,Q Z=lOIL Zi ¢ ¢ ¢ ¢ O p ¢ Parks & Recreation Date CHECKED BY: Traffic Engineer Date MICHAEL S. BRAKE DATE COLORADO P.E. AND P.LS. NO. 28262 FOR AND ON BEHALF OF dt ENGMEEiING CHECKED BY: Date n y 56+00 monsoon I I lip LdbkjW III is "N141 MEN on 0 0 FA VEN u 11liall No I _41i { 1 ;-0G i :.�l mill E IZi7 4876 4672 4864 55+50 Row ROM a w01 4884 4884 4880 - I - 4880 i 4876 4876 4872 - 4872 4868 4868 10 4864 - Lff]UL TFO 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 55+00 4884 Err -lei 4876 4872 4868 4884 CGT:Ti7 4876 4872 Cfli] 4864 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 v H ►A 20Oil O Z O O O O II II 0) � CL. In J J ro p m r m ¢ (n ¢ (n < p LLI = j CZ? w ¢ O U w = U En Z LA V) _U LI J of w J V) CJ N w O N U W Q � Er 0 SHEET OF JOB No. 9164.14 C - 1 281 r City of Fort Collins, Colorado PREPARED UNDER THE DIRECT SUPERVISION of co UTILITY PLAN APPROVAL N �p R E��S APPROVED: P� City Engineer ( Date � a�� P�� •, CHECKE BY: •� 28262 `"• Water & Wastewater Utility Date r CHECKED BY:Aa - A£ •••••••Q�`' Stormwater U ility Date A N� C.> VA CHECKED BY: I Parks & Recreation Date A/Of _J CHECKED BY: Traffic Engineer Date MICHAEL S. BRAKE DATECOLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND ON BEHALF OF JR ENGINEERING Date 57+50 4884 4884 4880 4880 OD Go 4876 - - 4876 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4884 4880 -2 57+00 ROW v R It� Go m / nn -Tan -160 -140 �1 0 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 56+50 rLLjj1 QiI Z7 4876 Is:rn 4876 4884 4872 FL ELEVATION LEGEND Cl. STATION EXISTING GROUND ROW LOCATION PROPOSED RIGDEN FARM GRADING FUTURE 15 + 5 MALL( AND »INFORMATION ONL 4932 4932 4928 4928 49 4 4924 -40 -20 0 20 40 60 so CL ELEV CL dT J OFFSET PROPOSED CL ETEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY QUANTITIES) 59+5000 ROW � RO'll ri ri M1 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 59+00 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SMALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES 61 +50 63+0000 Go - -! 4884 - 4884 4884 - 7 4884 4880 4880 4880 4880 / / 4876 4876 4876 - 4876 r - - -- - 4872 4884 4872 4872 4872 - -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 4876 4872 4884 4880 4876 61+00 4884 4884 4880 4880 4876 4876 62+96.38 4884 4880 M.W. m � �� 1��J�L � _J� 11� J�� 1 1 1 1 1 1 1. J L�L� I r I i i �� »4872 4884 - - 4884 4872 4872 4872 �. -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4884 4880 � 4880 N 60+50 62+50 4880 4876 4876 -200 -180 -160 -140 -/20 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 ROW ROW ROW_ ROW �o rn 00 m 4884 4884 4884 — — 4876 � L LI 1 1 _�L. ��. I I I 1 __1 1 1 11 1 1 1" " L 1 1 11_1 11 1 1 -�J 4872 58+ 50 a890 - — — — a890 abso 487z / ll / -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 I 56+08.36 ROW 20 0 rn ----- OD ) ( �w 4884 .1 48ao 4876 � 4872 4868 Y 4884 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 ROW ROW - r 4876 4876 4884 m � 4884 4876 - - / 4880 2 \ 4890 4874872 4872 / -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 N 4884 4876 4876 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 4876 4872 4884 4868 4880 4964 4876 58+00 00 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 BO 100 1Z0 60+00 4884 4884 4884 62+00 4884 4880 4876 4872 4884 4884 4880 _ 4880 4980 4880 / / I - 4880 4876 - 4876 4876 4876 r 1 N r M e r m ICI 4872 4872 4872 4876 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 c�z Nz zW o� Qa wz�� wvX�wzxa3 MO o-wwWrz H Z r WI,_= m 0 jww�(nwN w 0 0 0 0 Z O H W O_ a W O_ J(n z=daodzwD ��QQ¢QooQ w 0 o O O II ^II 0) X r co N v I / / R.q+no 67+00 50 25 0 50 100 HORIZONTAL SCALE: 1' = 50' VERTICAL SCALE: 1" = 5' 68+50 ROW ROW / ROW ROW 4888 4888 Nc� - nvw 4888 4888 2, x 2 4888 0 � 4888 - � / � / - / _ 4884 4884 - — 4884 4884 - 1 4884 4884 1 _ / 4880 1 4880 4880 4880 4880 4880 1 I I / 1 \ 4876 I 4876 I 4876 J 4876 4876 4876 - / I 1 I I N(6 4872 - - .. !� �!� �A 4872 _/ CID 00OD 4872 -20 0 4872 20 40 60 80 100 120 1 I CO m 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 4872 20 40 60 80 1 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120/ -200 -180 -160 -140 -120 -100 -80 -60 -40 / FL ELEVATION LEGEND CL STATION EXISTING GROUND ROW LOCATION PROPOSED FUTURE 15+5 INGOEN GRAB WALK AND (FOR OLY) INFORMATION SLOPE 4932 - - 4932 CO �V N 4928 1 4928 �i ci 1 I V 4924 ~ 49 4 -40 -20 0 20 40 60 80� DlstmG CL ELEv CL oFTSEt PROPOSED CL ELEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY OUANTITIES) City of Fort Collins, Colorado 0 UTILITY PLAN APPROVAL O j w z w O (- _ APPROVE Q Q W> 5 O D CityEn ineer L Dot MO z CHECKED BY: N%k F z r W W= DE 00 o Water & Wastewater Utility Dote = 3 m I.- � F- p F CHECKED BY:a �.�l-0 jW WKUj w01 N Np50>0QN f�� wZO Stormwater Utility Date w V) W W z >_ 0 X: FwalZWawcnl- z= CHECKED BY: /�1/� DH<< <<<00 Parks & ecreation Date CHECKED BY: LUA — Traffic Engineer Date CHECKED BY: Date N Elf L PREPARED UNDER THE DIRECT SUPERVISION OF O ^� N s O (n Gi y. Of 0 �PpOEWC/s/F Q 0 a_ UAN�0'103 NOTES � „ > �, oa d 1. SLOPE EASEMENT REWIRED FOR CONSTRUCTION BEYOND p THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES. MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JI; ENGINEERING TRAIL 68+00 64+50 48sa -" 4666 eTH FILING STA 6 +50 66+50 TO 82+95 S140M FOR INFORMATION ONLY ROW 4888 - - 4888 ROW / 4888 4888 4888 4888 1 00 OD / ri vi / 4884 `4 - 4884 / � 1 4884 - -- 4884 4884 .. / 4884 4884 - \ .— 4884 1 i _ 1 7 4880 1 / - -7 \ 4880 4880 4880 4880 v 4880 4880 - I / 4880 4876 4876 4876 1 / \ 1 N 1 Go 00 4872 !� 4 4872 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -. 64+00 4888 - 4888 4888 to In OD m 4884 ^ 4884 4884 1 I \ 4880 4880 4880 4876 - - / 4876 4876 I 1 O �C L 4872 4872 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 - 63+50 4888 4884 E:r:1>01U: 4876 4876 4872 4872 66+00 ROW_ ROW 4888 � Y ri ri 4884 1 � 1 / 4880 1 / 1 / 4876 1 00 00 Sri �? !� 4872 z00 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 rvr-r� u 4880 4880 4880 1 I \\ 4876 I 4876 4876 Y 4872 4872 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 - 65+50 ROW ROW 00 CO 1 •/ 1 11 / 1 i N ri ai 200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 1 / \ 1 I / 1 1 / 00 m zoo -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4888 4888 4884 4884 4880 4850 4876 4876 67+50 Row TLI -------------- 1 r C / 1 I 1 1 I 1 I / N J 4872 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4876 I 4876 1 1 4876 N ci L 4872 - 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4872 69+50 4888 Row ROW 4888 4884 1 C4 N 4884 ND 00 1 I \ 4880 4880 \ I � 1 � I 4876 1 4876 I \ 1 1 — — — `D - 4872 4872 ri ri aDoo a -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 69+00 4888 4888 4884 4884 4888 4884 4876 4876 - 4876 1 I 00 00 ri 4872 4872 — — — !� - 4872 -200 -180 -160 -140 -120 -100 -00 -60 -40 -20 0 20 40 60 80 100 120 w H Q O P. z 0 u) s w o z L OS I M O O II II rn a_ a - In J J m m m Q N Q N W 0 W 0 W I S I % 0 W Q 0 0 W U w v) Z x O a_ I— W W J M O V) W O x U Y Q CP SHEET It OF 4W JOB NO. 9164.14 C-i 281 1 V A 72+00 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' A V •J NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. FOR FCRID REALIGNMENT INFORMATION SEE SHEETS 23A-23C. 4. SEE SHEET 46 FOR EROSION CONTROL MEASURES 4884 - 4884 ^ 1 •0 00 4884 4884 OD Co 4880 4880 1 / 4880 1 4880 4884 4876 - -- ' � 4876 1 1 - ' \ 4876 4880 4876 n 1 J Go r 4872 - N 4872 r 4872 4872 4876 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 71+50 487 �TVM 4884 / 4884 4884 n n 1 OD ao 4880 4880 1 _ _ \ 4880 - 1 - \ \ 4876 1 1 � 4876 4876 1 1 a0 4872 1 A mLI 73+50 4872 2 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1 71 +00 73+00 4884 �3LiSL:11 4872 4876 ROW ROW 4884 ��—N ri nv� 4884 00 1 4884 4884 1 v a FL ELEVATION LEGEND CL STATION EXISTING GROUND ROM LOCATION PROPOSED IPKXIEN FUTURE 15+ 5 FARM GRADING WALK AND (FORINFORMATION SLOPE 4932 OR. - D 4932 N N 4928 14- . 4928 Ci 4924 �` + 1� 49 4 -40 -20 0 20 40 60 8/0 EXISTING CL ELEV CL OFFSET J PROPOSED CL ELEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY QUANTITIES) 76+00 11 :• .• • • 11 :• .1 • • 1 1 • .1 :1 1• • 75+50 4884 4876 4880 4872 E!4Z 4880 4884 4876 4880 4872 1_ 1 1 1 1-- 1 1 11 I I 1 I Q 1 I 1 -11 I_ 1 1 1_ L I I 1 4872 4876 -200 --180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 75+00 4872 PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL c� N w � R EC/Sf e� ZW 01- a ¢ w z APPROVED D to Z d City �.` gym: gineer LLI (n 2 w K M0~�W W 28262 CHECKED BY: AIOc �_ WYZ 3 m Lj � � m 00 O .A Water & Wastewater Utility Date U a a Q 0 � w •..,,,,..•�S CHECKED BY: �� Date `" o o Uj o 0 Z o F AND Q tormwater Utility J V W z 0_ r 2 FwaaWa_jinn z= a aa z LiZHQQ CHECKED BY: �1� — < QODQ Parks & Recreation Date A44` CHECKED BY: MICHAEL S. BRAKE DATE Traffic Engineer Date COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BE}IALF OF dR ENGINEERING ICHECKED BY: Date aNi U 0_ > U (n LLJV M O L ; i W O 78+00 77+50 1 a0 m 4880 1 4880 4884 r- ri 4884 7 7+ 0 0 1 OD •o \ 1 \ 4884 4880 4880 4876 4876 4880 4880 1 \ 1 l 1 1 4880 4876 - - 4876 1 N --� r 1 4872 4872 4876 4876 00 °� _ 1 r 4876 4872 - 4872t—tiff C6 cNi E -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 1 1 4872 4872200 r180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4872 m TH -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1 70+50 72+50 Row Row Row 7 4 + 5 0 4888I 4888 - '° ROW 4884 \ 4884_ CI N •D h N 4884 4884 - 4884 oD o0 2 c p 1 /o a ( co 4880 4880 1 - 4880 1 - 4880 4880 4876 4876- 1 \ i 1 i 4876 /1 4876 11 14876 i / \ l 1 0 4872 O 4872 N _m: L—_ OD N 00 n 4872 4872 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 4884 4884 !I:IT�iF:I:U7 4876 4876 76+50 4884 4876 4872 4884 a- • 4876 4872 4884 L:I:Z•7 4876 4872 E&I:jt 4876 H a 0 z 0 V) S w IX 0 z ' O�In O O In r m m M m Q (AQ z Y I amW 1 ) 0 O Q 0 U W U H LLJ _ " Z of O � H w Cn IJ_I J � I.LJ 0 Nuj U Y Q f� X \ C SHEET s OF 49 JOB No. 9164.14 C-� 28 .F}jj 4872 79+50 4876 4872 -2 r4T:i1 4876 4872 4884 4880 4872 81 +00 79+00 4884 4880 4876 4872 4884 4884 4880 4880 4876 4876 4872 -2 4872 -200 -180 -160 -140 ` �0 -60 -40 -20 0 20 40 60 80 100 120 / � I 1 — — GO 80+50 x I g� !Z 4884 4888 TRAIL LING RIGSTA EN 6 TOH FILING STA SHOWN FOR 78+50 INFORMATION ONLY F� nXi_� -t_ T00%<_rROW 4884 4884 4880 4880 4880 i 4876 4876 4876 4872 4872 4872 -200 -180 -160 -140 -1 A-80 -60 -40 -20 0 20 40 60 80 100 120 -2 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. FOR FCRID REALIGNMENT INFORMATION SEE SHEETS 23A-23C. 4. SEE SHEET 46 FOR EROSION CONTROL MEASURES 4876 4872 FL ELEVATION L E G E N D CL STATION EMSTNG GROUND ROW LOCATION PROPOSED RIDDEN FUTURE 1 5+ 5 FARM GRADING WALK µD (FOR INFORMATION SLOPE ONLY ROW 4932 r T TT -i 4932 4928 f t 4928 M c ' I m a' V 4924 H49q -40 -20 0 20 40 60 80 EASTRN: CL ELEV CL OFFSET PROPOSED CL ELEV ELEVATION PROPOSED ROADWAY CATCH (F(R aTY QIANDTIES) 82+ 50 ARIDDEN 5a ffi+95 SHOWN FOR 4892 4888 4884 4880 4876 4872 -200 -180 -160 %-100 - 0 —60 -40 -20 0 20 40 60 80 100 120 4888 4888 4884 4884 4880 4880 4876 4876 4872 4872 4888 4888 4884 4884 T::1 T1:1 4876 4876 4872 4872 -i ROW 4888 m W) 4884 4880 - — — / - 4876 - aD n go / !� !� LL - - 4872 82+00 4888 4888 4884 4884 4880 4880 4876 4876 4872 4872 CT_II==�II7 4884 4884 4880 4880 4876 4876 4872 4872 PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL Cl) c, N z p H wRED zwO OySAy/ APPROVE ewj6 �nginber D U � 28262 r"= CHECKE&i BY: Ai� — �W F z >- w _ = m o 2 Water & Wastewater Utility Date = 3, in p F 0 In to Ld •'S •Q� CHECKED BY: -/ Q In o> a- w> o a A f. AND Stormwater Utility Date J N 2E 0 Z 0} (z7 O FiE w2 dwll Jan - CHECKED BY: 4 — z IL 0_0(Lz WD 7 aaaaop¢ Parks & Recreation Date CHECKED BY: N-4 — MICHAEL S. BRAKE DATE Traffic Engineer Date COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF .R ENCINEERING CHECKED BY: Date N a) O' U > O Q) U � LLJ r o P% - " O d G w o of 0- Z% a C 84+00 83+00 4888 z � 4884 LL W � a1 �zh r- M80 v 4876 Lu • rn 4872 :T:k7•] :SbTJ :SI3! w Q p OR 4876 z O to S w 4872 6 z O I M O O O II II a a- m Y m DO DO Q (n Q N F a Z 0 LLJ Y I _ I > w a o w U N 4888 H 4884 M Of O 4880 F- ca L� V / 4876 Lj Ln J � W O 4872 \ Of U Y N. O 0 er�l SHEET 4W OF JOB No. 9164.14 1 C.1 28 9- X cc r N N 85+08.31 4892 4888 4884 4880 4876 4872 -; 85+00 4892 4888 ell 4880 4876 4872 -; 4892 4888 4884 4880 4876 4872 NOTES: 1. SLOPE EASEMENT REQUIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS. CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. FOR FCRID REALIGNMENT INFORMATION SEE SHEETS 23A-23C. 4. SEE SHEET 46 FOR EROSION CONTROL MEASURES. 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 86+50 4892 ROW a om, ROW a 4896 - - 4888 4892 4884 4888 I 4880 - 4884 / 4876 / 4880 � rn 4872 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4892 4896 4888 4892 FL EIEVA "ON LEGEND CL STATION EXISTING GROUND ROW LOCATION PROPOSED RIDDEN FUTURE 1 5 + 5 FARM GRADING WALK AND (FOR INFORMATION SLOPE ONLY) 4932 00 1111 Io 4932 N N 4928 C f 4928 pp M M 11 i m m V 4924 - . 1. - **v Yr 49 4 -G -20 / 0/ 20 40 60 OFFSET 80� E F410PO CL ELEV J J a J PROPOSED 0. EIEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY QUANTITIES) 87+50 PREPARED UNDER THE DIRECT SUPERVISON OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL c, z RfC /\ w zww01- APPROVE /�� Z' L DD a ¢ w z Of �- /(,City Engineer ( U Dbte W > 3 � o: P B••.r� �? wtn=wzWa c ;cam o (/ fc�~�ww }Z •� 28262 ": CHECKED BY: W6 I- z >- Lj W _ = m 0 Water & Wastewater Utility Date = < m ~ p F Q Q Q 5• CHECKED BY: 3/'7'% v0i p > d w > o •AND •Q\ ormwater Utility Date w 0 0 0 0 z 0 LnWWzx>-0= /��/ F- waILwa-iNI- CHECKED BY: ZVA — Daaaa00< Parks & Recreation Date MICHAEL S. BRAKE DATE CHECKED BY: AAA Traffic Engineer Date COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING CHECKED BY: In Date U O > U � Ld G O hM '� d O ROW ROW m a n n vi vi / / 1 i i I m 4880 4884 }} r- } { } } 4884 4892 < �'I a -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 86+00 4892 4896 ROW v--A ROW 4896 4900 0) m � 4888 4892 I i 4892 4896 4884 4888 4888 4892 4880 4884 4884 4888 4876 48801 N - - 4880 4884 _ \ � rn -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4872 85+50 I 4896 8 4892 4 4888 4680 4884 6 4880 2 -200 -180 -16 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -. 487 84+50 Kuw to I- NUW rn rn NTIIee WALN ROW ROW 4892 4892 - 489; 2+ 50 1 TYPp 0 2.D 2 0 a, I. - 4888 4888 488 I 4884 4884 488 / / / 4880 4880 - / \ 14 - / I / 4876 4876 487 aom 4872 4872 87+00 ROW N N ROW rn m i / 0 of m m .. :1 .1 . . .. :. .. . . N . . .. :. .. 120 GAUD=�UF:i 4896 4904 4892 4900 CT_IIiIkZB 88+50 4908 ROW ROW 4900 4904 4896 4900 4892 4896 4888 4892 4884 4888 0 F- 4908 4904 z � 4900 LL z 4896 rz 5 4892 aj w Y • rn 2�GN b 4908 4904 4900 4896 4892 4888 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4880 i T N m / w a / a - / I � I / i / m rn 0 � a 88+00 86+50.03 R011 Row ROW CO r, °D ROW 4904 ^o v 4904 C, N (y 4896 - 4900 II I 4900 4892 4896 4896 - ^ 4888 I 4892 4892 / - / 4884 I 4888 4888 4880 � m M O m < - Q) co 0 4884 4884 !00 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 R. o z o L� ;n o II 0)a� L.l I.A m m m Q (U/I 0 (U/I OW w = j p CZ-� w Q o U Ld = V W 0 Z LL O LLI LI J J W O LLI()f O N U LLI Y � N SHEET 40 OF # JOB NO. 9164.14 C -1- 2 8 1 00 fV E GENERAL NOTES 1. ALL STREET, SANITARY SEWER, WATERLINE AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF THE APPROVAL OF THESE PLANS. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE APPROVAL OF THESE PLANS SHALL REQUIRE RE-EXAMINATION OF THE PLANS BY THE CITY ENGINEER, WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. 2. NO STREET WORK INCLUDING THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT SHALL BEGIN UNTIL THE SOILS REPORT AND PAVEMENT DESIGN ARE APPROVED BY THE CITY ENGINEER AND MEET THE REQUIREMENTS STATED IN THE "DESIGN AND CONSTRUCTION CRITERIA, STANDARDS, AND SPECIFICATIONS FOR STREETS, SIDEWALKS, ALLEYS AND OTHER PUBLIC WAYS" MANUAL. 3. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF FORT COLLINS, AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE CITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE CITY, AND ITS OFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS AND DEMANDS WHICHMAY ARISE FROM ANY ERRORS AND OMMISSIONS CONTAINED IN THESE PLANS. 5. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE ASPHALT STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY ENGINEER AND/OR THE CITY INSPECTOR AT THE TIME THE CUTS ARE MADE. WHEN NEW PAVEMENT ABUTS EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN VERTICAL EDGE. 6. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES AND CONTACT THE CITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE CITY OF FORT COLLINS ENGINEERING DEPARTMENT (221-6605), AND THE STORMWATER UTILITIES EROSION CONTROL INSPECTOR (221-6700) TWENTY-FOUR (24) HOURS ADVANCE NOTICE. 8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS STREETS DIVISION, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 9. ALL DAMAGED EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPAIRED OR REPLACED, PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 10. BENCHMARKS: 1. FORT COLLINS BENCHMARK #2-94 EL=4878.37' EAST DRAKE AND COUNTY ROAD 9, EAST OF SOUTH ENTRANCE TO WATER TREATMENT PLANT #2, ON TOP OF SECTION CORNER MONUMENT IN RANGE BOX. 2. FORT COLLINS BENCHMARK #3-94 EL=4887.78' EAST SIDE COUNTY ROAD 9 ON FOSSIL CREEK RESERVOIR INLET CANAL, ACROSS FROM 24" CMP IRRIGATION PIPE, ON CONCRETE HEADWALL. 11. RECOMMENDATIONS OF THE "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR RIGDEN FARM, FILING SIX" BY JR ENGINEERING SHALL BE FOLLOWED AND IMPLEMENTED AS THEY PERTAIN TO THE CONSTRUCTION OF DRAKE ROAD, ZIEGLER ROAD, AND ENVIRONMENTAL DRIVE. 12. IF DEWATERING IS USED TO INSTALL UTILITIES THEN A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DISCHARGE INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES OCCURS. 13. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORM WATER UTILITY. CERTIFICATION SHALL BE DONE IN CONJUNCTION WITH RIGDEN FARM 6th FILING CONSTRUCTION SCHEDULE AND CERTIFICATION. 14. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES". FOR INFORMATION, PLEASE CONTACT COLORADO DEPT. OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WQCD-PE-B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, CO 80222- 1530 ATTN: PERMITS AND ENFORCEMENT SECTION, PHONE (303) 692-3590. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING FOR THE REVIEW AND SUBMITTAL FEES NECESSARY TO SECURE THIS PERMIT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT CITY OF FORT COLLINS WATER UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS FOR SANITARY SEWER LINES, 16. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT CITY OF FORT COLLINS WATER UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION. 17. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH STATE OF COLORADO PERMITTING PROCESSES FOR "FUGITIVE DUST EMISSIONS ASSOCIATED WITH CONSTRUCTION ACTIVITIES". FOR INFORMATION, PLEASE CONTACT COLORADO DEPT. OF PUBLIC HEALTH AND ENVIRONMENT, AIR POLLUTION CONTROL DIVISION, APCD-SS-B1, ATTN: LAND DEVELOPMENT PERMITTING SECTION, PHONE (303) 692-3150. 18. THE MINIMUM COVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET. EXCEPTIONS TO THE MAXIMUM DEPTH MAY BE MADE ON EXISTING TRANSMISSION LINES. 19. WATERLINES SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) 20. ALL DIP SHALL BE ENCASED IN POLYWRAP. 21. SEE WATER PLAN AND PROFILE SHEETS FOR 12" MAIN DIMENSIONS AND NOTES. 22. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. 23. THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPER'S LOCAL STREET OPERATIONS. IN ADDITION, THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 24. CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING TREES, UNLESS NOTED FOR REMOVAL. CONTRACTOR SHALL INSTALL TEMPORARY ORANGE FENCE AROUND ALL TREES WITHIN R.O.W, AND INSTALL SILT FENCE, IF SHOWN, PRIOR TO ANY EXCAVATION. 25. ALL TRENCH BACKFILL SHALL BE 95 PERCENT STANDARD PROCTOR MAXIMUM DENSITY. 26. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER. 27. WATER SHALL BE USED AS A DUST PALLIATIVE AS REQUIRED. 28. THE FOLLOWING SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER. 1. A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH. 2. TAPER MILL FROM LIP OF GUTTER TO LANELINE. 29. DEPTH OF MOISTURE DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS. BASES OF CUTS AND FILLS 6 INCHES. 30. ALL SIGNING AND STRIPING SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST REVISION OF THE CITY OF FORT COLLINS STANDARDS. 31. CONTRACTOR SHALL COORDINATE REMOVAL AND RESET OF MAILBOXES WITH U.S. POST OFFICE AND PROPERTY OWNERS. 32. ALL NECESSARY PERMITS FOR THIS PROJECT WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, STATE HIGHWAY ACCESS PERMITS, EXCAVATION PERMITS, AND/OR STREET CUT PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 33. THE CONTRACTOR(S) SHALL KEEP A CURRENT, CLEAN, DRY SET OF THE RECORD DRAWINGS, THE DEVELOPMENT AGREEMENT AND ANY AMENDMENT TO IT, AND THE DEVELOPMENT CONSTRUCTION PERMIT (DCP) ON SITE AT ALL TIMES. CONTRACTOR(S) SHALL REDLINE ACTUAL LOCATIONS AND DIMENSIONS FOR VERTICAL AND HORIZONTAL LOCATIONS OR PROPOSED CONSTRUCTION, UTILITIES, STRUCTURES, SERVICES AND OTHER DETAILS NOT SHOWN ON THE ORIGINAL DRAWINGS. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE ENGINEER. 34. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS AND OTHER LOCATIONS REQUESTED BY THE CITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE CITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE CITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 35. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE CONSULTING ENGINEER TO MODIFY THE DESIGN AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING CONSTRUCTION. 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. (5.) Pre -disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. (6.) All soils exposed during land disturbing activity (stripping, grading, util ty 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. IT) In order to minimize erosion potential, all temporary (structural) erosion control measures shall: (a.) Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. (b) Remain in place until such time as all the 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. It 1.) 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 (COPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The 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. Additional notes can (should) be added to reflect the stormwater runoff control plan of the individual development Revised 10/28/03 PREPARED tl1l M THE DIRECT SUPERNSION OF ....... , • U 9�, 28262 MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGNM MO Page 1 of 1 City of Fort Collins, Colorado UTILITY PLAN APPROVAL -City ngineer J' V Dale CHECKED BY Water & Wastewater ti. D�a/te CHECKED BY:.�S, Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: V) Z Z� u)Z Z W W Q Q W Z f W(n=W Z a (� ~ iY W W W r Z H Z >- = m 0 3Mi-- F- Ua0Q 0� W (/1 W H N n�>aw>0ajr J(naaza> �o WaaWa�� z=a(1-011 ZW_D ��aaaaooa Z Q Z 0 O :2i J m m r W J m Q Q 0 Z 0 LLJ W V)) a z 3 Y o c� _ > w o = U) LLI O Z J Q Ld Of LLJ SHEET j OF 0 Date JOB No. 9164.14 r� 00 N OEM# 4912 - - - 4912 N h oi \ of o4 4908 4908 4904 4904 / / N � o rn rn 4900 ~ 4900 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4912 4908 4904 4900 89+64.86 ROW ROW m C6 C / i i / 0 o, 0 0 � a 4896 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4912 4908 4904 •�F 4Fi' JI 89+50 ROw ROW 0 0 cp OD / + v J i i IM In OD 00 00 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 —FUTURE 89+00 4908 4904 4900 4896 92+00 4916 4912 4912 4908 4908 4916 94+00 4920 4916 4920 4916 4912 4912 i 0 4908 4908 vi vi � a -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 93+50 4912 4916 / 4916 r � / 4908 \ 4912 - - 4912 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4904 4908 4908 4900 < v rn rn 91 + 5 0 4904 - e v 4904 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4896 4916 4912 R( ROIL v a cV a M / a; a-) 1 4916 4912 93+00 4908 4920 ROW ROW 492C 4908 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4912 / 4916 4916 4908 \ 9 1 + 0 0 4912 4912 4904 4916 4900 4912 48% 4908 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 4908 4904 4916 4900 4912 4896 4908 90+50 ROM ROw R 0 / J i v i / TA o T 4892 L I I I- I I I I I I I I 1. 4892 4904 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4916 4908 4908 4912 i O 4904 4904 4920 � v m rn a a 4908 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 92+50 4920 4920 4916 PREPARED UNDER THE DIRECT SUPERVISION OF City of Fort Collins, Colorado UTILITY PLAN APPROVAL z Qp RECI _ �' Z�z v1a 3wWoa- o�P SPK'. <� APPROVED N Date x w z d 3 City Engineer t w N MCA~irw- r U 28262 m:o CHECKED BY: 1 '— F m� Of F 0° o •• Water & Wastewater Utility Date x p w �O_��ujw��N • • ' C-)- CHECKED BY: /-3/-07 v1 > w w w 0 Q A�• •Q� O 0f� z w} A N D Stormwater Utility Date J 0 O �wdawli�in - CHECKED BY: /U,4 _ z x o o 0a z w Ot-QQQQOpQ Parks & Recreation Date CHECKED BY: A1,4- MICHAEL S. BRAKE DATE Traffic Engineer Date COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING CHECKED BY: o Date GI U D_ O W a`> 0 �w o 50 25 0 50 100 O Q ,` a`LLJ o � 9 0 HORIZONTAL d SCALE: 1" = 50' r o VERTICAL SCALE: 1" = 5' FLELEVATION L E G E N D a STATION E%ISTING GROUND ROW LOCATION PROPOSRA G UR 15 + 5 GRADING _ _ W 3GPE ( INFORMATION FOR ONLY) 4932 r r r r - i TT i I--1 4932 4928 1 4928 i M M 1 I rn rn 4924 - v 4944 -40 -20 0 20 40 60 8/0 J EXISTING CL ELEV CL OFFSET J PROPOSED CL ELEV ELEVATION PROPOSED ROADWAY CATCH (FOR CITY QUANTITIES) NOTES: 1. SLOPE EASEMENT REWIRED FOR CONSTRUCTION BEYOND THE RIGHT-OF-WAY. SEE GRADING PLAN OR RIGHT OF WAY MAP FOR SLOPE EASEMENT LOCATIONS. 2. TYPICAL SECTIONS (SEE SHEET 2) SHALL GOVERN FOR WIDTHS, CROSS SLOPES AND CATCH SLOPES UNLESS NOTED HEREON. 3. SEE SHEET 46 FOR EROSION CONTROL MEASURES 95+00 4920 4916 4912 [1 -1 1 1 I. 1 1 1 1 1 1 L I I I I L I I' I� 1 I I I I I I I j 4912 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4916 4916 - 4916 9 4 + 5 0 ul n vl In ri ri - 4920 4912 4912 \ 4912 4916 i 4908 4908 4908 4912 T1 + I I I I I I I I 4904 4904 4904 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 4920 4916 4912 F Q I z O U) S w Of o z o� 0 M 0 O O II II rn D_ a 0] m m U 0 U (f) t� ~ L I 2 1 > O 0 W Q 0 U w U V) Z w O F- U LLI M LLj J N CLJ L1 O U I.LI Q � Of M SHEET S OF AP JOB NO. 9164.14 C-1 28 POND 269 INLET BOX 01 N PLAN VIEW SCALE: 1" = 20' n 1 l-a 1 /7" 7.8( 4.81 B SECTION SCALE: 1"=10' A SECTION SCALE: NTS BOX CULVERT LOADING DATA: LIVE LOAD = AASHTO, HS 25-44 AND ALTERNATE MILITARY LOADING. DEAD LOAD CASE 1: VERTICAL EARTH LOAD = 120 LBS./ CU. FT. HORIZONTAL EARTH LOAD = 45 LBS./ CU. FT. DEAD LOAD CASE 2: VERTICAL EARTH LOAD = 120 LBS./ CU. FT. HORIZONTAL EARTH LOAD = 60 LBS./ CU. FT. FUTURE ASPHALT OVERLAY = 48 LBS./ SQ. FT. LIVE LOAD SURCHARGE ON EXTERIOR WALLS = 2 FT. OF EARTH. REDDING REQUIREMENTS BEDDING MATERIALS FOR THE BOX CULVERT SHALL CONSIST OF ONE OF THE FOLLOWING ALTERNATIVES: 1) 6- OF AGGREGATE BASE COURSE (COOT CLASS 6), COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY, BY AASHTO T180. 2) 3" OF LEAN CONCRETE BASE, WITH MINIMUM CONCRETE CONTENT OF 250 LBS PER CUBIC YARD. AGGREGATE GRADATION SHALL BE AS FOLLOWS: SIEVE SIZE % BY WEIGHT PASSING SQUARE MESH SIEVES 2 INCH 100 RIP RAP GENERAL NOTES: 1, ALL CONCRETE SHALL BE CLASS D (BOX CULVERT) IN ACCORDANCE WITH COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'c OF 4500 PSI. 2, ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 3. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 5. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STD. M-206-1. 6. DO NOT BACKFILL UNTIL TOP SLAB HAS REACHED DESIGN STRENGTH, Vc. 7. GRADE 60 REINFORCING STEEL IS REQUIRED. 8. ALL REINFORCING SHALL BE BLACK OR NON -EPDXY COATED BARS. 9. THE MINIMUM LAP SPLICE LENGTH FOR BLACK REINFORCING BARS SHALL BE: BAR SIZE: 114115 1161 #71181 9 10 11 SPLICE LENGTH: 1'-3" 1'-6" 1'-10" 2'-2" 2'-10" 3'-7" 4'-7" 5'-7" 10. WINGWALLS SHALL BE TIED TO CONCRETE BOX CULVERT PER CDOT STD. M-601-20. 11. ALL TRANSVERSE REINFORCING SHALL BE NORMAL TO THE CENTERLINE OF THE BOX. 12. FILL HEIGHT IS THE DISTANCE MEASURED FROM TOP OF TOP SLAB TO TOP OF PAVEMENT. 13. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 14. ALL EXPOSED CONCRETE SHALL RECEIVE A CLASS 5 FINISH IN ACCORDANCE TO CDOT SPECIFICATIONS. CLASS 5 FINISH SHALL EXTEND 1'-0" BELOW FINISHED GRADE. (EXCEPT BOX FLOOR AND PAVEMENT) 15. STRUCTURAL BACKFILL SHALL COMPLY WITH GEOTECHNICAL SPECIFICATIONS PER GEOTECH REPORT NO. 0975154 BY TERRACON. 16. SEE GRADING PLANS FOR RIPRAP DETAILS. 17. BAR SUPPORTS AND SPACERS WHICH REST ON OR AGAINST EXPOSED SURFACES SHALL BE HOT -DIP GALVANIZED OR PLASTIC COATED. 18. CALCIUM CHLORIDE SHALL NOT BE ADDED TO CONCRETE. C Z caw NZ Z W O H Ow 3wNa�- �L7~IL (CW W W3Z m H � m O �¢o¢ W¢ WE w W 0 Q N 0 >a_>w Ft W O O U O Z O J Wda WaJ V1 zSa11-0MZWD co CV 0 Q O O o0 O rn O O� OOCrtf) O N I L i 0 W1 CD C V J (V C V N Ld Q W O � Ir LL. LLJ O O � Q I� O a- ZO5�jrnr, Ld LLI U) ' rn �i J w J Z O O X Q C14 O D F O L� 19. FLY ASH SHALL NOT BE ADDED TO CONCRETE. 20. CLEAR COVER OVER REINFORCING SHALL BE 2 INCHES, UNLESS NOTED OTHERWISE. 21. HEADWALLS, TOEWALLS, AND WINGWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COOT STANDARD M-601-1 & M-601-20. PRECAST BOX SHALL BE CONSTRUCTED IN ACCORDANCE WITH COOT STANDARD M-603-3. BOX CULVERT DESIGN DATA: 16TH EDITION OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. LOAD FACTOR DESIGN METHOD MATERIALS: CONCRETE: f� = 4,500 PSI., SLUMP = 3" +/- 1" ENTRAINED AIR = 5-7% REINFORCEMENT: Fy= 60,000 PSI. ASTM A615 CEMENT: TYPE IIA MAXIMUM WATER / CEMENT RATIO = 0.45 PREPARED UNDER THE DIRECT SUPERVISION OF �. �F• 28262 NO. 4 20-70 NO. 200 5-15 MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 I FOR AND ON BEHALF OF Jt ENGINEERING City of Fort Collins, Colorado UTILITY PLAN APPROVAL y� APPROVE[ �``h ? 12 Q �(7l.City �n ineer Date CHECKED BY: CT// A Z Water & Wastewater U ility Date w CHECKED BY: -" Stormwater Utility Date CHECKED BY: jL//-'r Parks '& /Recreation Date CHECKED BY: /"A Traffic Engineer Date z 0 V) S W w R CD W W O O O Z Z CV m DD a < au o m o w m _ > w o X � Z (n O > C� J U Z I) Ld J U (n V- l.-- J a - of H O) ILD Z N Q 0 Z Z Q O J 0- SHEET 30 OF = CHECKED BY: Date I JOB NO. C.1 9164.12 281 rmw 00 !V - VAKIt� 0 (n Z HOUSE HOUSE 0 Of (Q z 29; min, 2% n In ®� w zww0� ❑ Q Q Z D _ e WW W' F' >0 �3 w,nwzof M 0 af W w w} z -- - �=,• �zrw�==m0 Tama-5~~tea 0100 X 133% = 2.39 CFS (MAX. ®�® ® D or o � In w � N o w OQ— SIDE LOT AND OFF SITE FLOWS) ® w 0 0 v 0 `` z o J�IY�ZIY}C�� S=1.5ZwaawaZIn D=0.53' D 1-- 0-0 0 t-QQQQQ SIDE LOT CROSS SECTION (TYP.) KEYMAP N TS N'T'S N i Q O Ln . / /%'' - - O 000� / / - i- � / J CD , O �OOONN ��. - o �� N-� 50 100 Q 04 �` �-LLJ O o 11 — _t` w N 0) -' �- �\ _ - - �- i 2 SCALE 1" =50' HORIZ. � � � Z �rn - - - - - - - - l - - - — / - t 0 Q LEGEND o of —� t 1•Alf s-7111 PROPOSED INLET AND PIPE r-- \ J_ t...._ - ._ _ - = -=-= FLARED END SECTION FOSSIL CREEK RESEVOIR INLET DITCH ""ER"' LINE PROPOSED INLET LOCATION - __,�._ � .�-. � �- -� i-- '--' '-'-- �...•-�_•--- �' �..-� ..� .� 1- EXISTING 5 CONTOUR V WA— — cv �os�--------------------------- GV /51 ELiV��Y g15T EXISTING 1' CONTOUR Waf p;-T cfWAS PROPOSED 5' CONTOUR W 7 / % - - -- -- PROPOSED 1' CONTOUR 05 / I ------ - - FF FINISHED FLOOR z 3: 22 W / " ?i 4d7s CE CONSTRUCTION ENTRANCE �/ ' rn �� r W - 1 \ UNDERDRAIN PIPE SEE / / _ - - , —� ' a I � DRAKE/ZIEGLER SHEET SILT FENCE TO BE CONSTRUCTED :40 / — �� ,� CONTRACT, � STRAW BALE j INLET PROTECTION N SEDIMENT TRAP / ST 1. FINISHED FLOOR ELEVATIONS SHOWN ARE FOR Qp INFORMATIONAL PURPOSES ONLY. FINAL FINISHED FLOOR f ELEVATIONS MAY VARY, BUT THE GENERAL DRAINAGE 10 SIPHON ON INLEOF BOX EL�4EBO.O PATTERNS MUST BE MAINTAINED. m SEE SIPHON DETAIL SHEET 4111111047 /i/ •'�: _ % / % (TO BE CONSTRUCTED UNDER THIS CONTRACT) W 2. ALL EMBANKMENT SLOPES ARE 4:1 UNLESS OTHERWISE Z 3. HIGH POINTS AND FLOW ARROWS ARE SHOWN TO DEPICT DRAINAGE PATTERNS ON INDIVIDUAL LOTS AT THE TIME THE CONTRACTOR SUBMITS LOT CERTIFICATION. THE ENGINEER 100 WSE — 4879.20 WALL VERIFY THE FINISHED FLOOR ELEVATION AND THAT EACH NORMAL WSE - 4875.64 INDIVIDUAL LOT IS GRADED PER APPROVED GRADING PLANS. 4. REFER TO DETAIL SHEET 132 FOR EROSION CONTROL IJ i NOTES AND DETAILS. I) ( 5. ALL SOILS EXPOSED FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHED. / I{00, 6. SEE SHEETS 46 & 47 OF DRAKE ZIEGLER PLAN SET FOR �A Hi � I I � i EROSION CONTROL ALONG ZIEGLER ROAD. oe` CALL UTILITY NOTIFICATION II I I CENTER OF COLORADO 0 1-800=922=1987 / I / CALL 2-BUSINESS DAYS IN o I� PROPERTY LINE �; I �1 / / ADVANCE BEFORE YOU DIG, z GRADE, EXCAVATE E MARKING OF UNDERGROUND p O MEMBER UTILITIES. � 3 3 I II N� � I / PREPARED UNDER THE DIRECT SUPERVISION OF D RE J J M m m m IP 'gin Q`O .••.,••• % H W _ C/s f O v a z Y �/ oQ.••� SHAN'V •. cn cn o 0 Q U { I / / IP •'� 28262 w o 0 SF AND X_ I / 0 MICHAEL S. Z (n COLORADO P.E.AAND P.L.S. NO. 28262KE A� J Z I i Q FOR AND ON BEHALF OF J R ENGINEERING LU City of Fort Collins, Colorado I J 0 Date UTILITY PLAN APPROVAL Z II I � Q � I / 8 170 tp e� APPROVED: �Z e � 'I I i / j/ •� p(City En er Q 0 Z -A — LL Z CHECKED BY:_�t� — 0 Water & Wastewater Utility Date 0 f ,,,([ LIJ CHECKEDBY:,- P4/.r /A �Q � \\� 0Stormwa//teJJr /V� CHECKED BY: SIN// / 6 17 II / �9� Parks & Recreation Date CHECKED BY: /U%� Traffic Engineer Date SHEET s OF � •.* CHECKED BY: Date SOB NO. 9164.12 C.1 28 1 v__ X R I 54.9' 75.5' 280.0' 56.3' 93.3' 4890 4885 4880 100-YR WSEL=48 WO WSEL=487 9.2 .64 12.g• PROPOSED GROUND USE SELEC FILL UNDER - _ . _ CLAY BARRIER DITCHES XELDER DITCFI USES 4 FILL UN F CT LAY BARRIER ER ITCHES 19.5 12.0 - G EXISTIN - .. . — -. 100- WS L= 4875 - o HYDRAULI GRADE LINE 4870 4865 L=4870.70 q 21.7• 48" RCP 0.5% V=4.7 FT/SEC Sy — _ — -- 4860 = DETAIL — EET 133 TYP SEE SHE T 117 FOR DETAILS 4855 60 LF CONCRETE ENCASED PI E 45 LF CONCRETE ENCASED PIPE 4850 4845 4a4o PROFILE SCALE: V= 1 "= 5' H=1 "=20' NOTES 1. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 2. "PRESSURE SEAL" JOINTS SHALL BE IN ACCORDANCE WITH ASTM C443, "STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS" 3. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 4. ENCASEMENT OF PIPE TO BE STOPPED AT PIPE JOINTS NORTH POUDRE IRRIGA ON COMPANY APPROVED: ' �� to BOXELDER DITCH COMPANY APPROVED: PRESIDENT City of Fort Collins, Colorado PREPARED UNDER 7HE DIRECT SUPERVISION OF UTILITY PLAN APPROVAL APPROVE ci E�/s f - - Gty Engi 4er 28262 A C? CHECKED BY: �f1r Water & Wastewater ``Uti/tilityy Date �� CHECKED BY: � A-4 — V-D Stormwater Utility Date CHECKED BY: IUA Parks & Recreation Date CHECKED BY: A)y Traffic Engineer Date � N Z U N Z Z W O H N(r W Z N�F- Q Q w N= W Z d MCA~XLLI }Z H Z r W _= m Zo m H � H 0 H U 0 a N Id N > OOCLLj .IOQ� N d _ W O O U O Z O JNK d'Zx>-2F H W d d W IL J N D�aaaaooa N Q L0 Q O Ln 00 O O 0) r7 O �F- O� Cn o O N Ln i O 12� O N J N N w <Lq O^N 0_ ti In LJ O O . Zo5(fimO L p = cf) Z � m a J W r' J Z X O O Q N (_) = L, O O Li ?t w Q 0 z O N S w Ir 0 6 N O N II _II N m m � T \ J V) J N F < O] w z m _ w o X J 0 O Z 0_ J_ a_ li 0 Z Q z J U- IZ W O SHEET = OF M MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING CHECKED BY: JOB No. 9164.12 r.-I X I 1 ' I 54" RCP. ' I INV. EL. _ II ' 4876.94 0 I 24" MANHOLE V-2" OPENING. SEE 54" RCP. NOTE 11. w vy INV. EL. = 4876.94 0 0 WZN W o I I F- D N 54" RCP. 54" RCP. INV. EL. = 4876.94 INV. EL. = 4876.94 10" O 0 i I I I I I IA I I I I I 4'-1 3/16" 6'-9 5/8" 1'-10" 16,-0" 1'-10" 19'-8" I #5 O 12" 2'-0" OPTIONAL CON o 19'-4" a PLAN 0 #S � � 12' I •i /7 o O 4" 2'-0" WATER` EL. .� i:,_6'-4* a .- PIPE SIZE do TYPE OUTSIDE DIAMETER BAR SIZE LAP LENGTH 24" RCP 30" 6 2'-6" 42" RCP 51" 6 2'-6" 54" RCP 66.5" 6 2'-6" 60" RCP 1 73.5" 1 6 1 2'-6" 60" CMP 66" 6 2'-6" MANHOLE 24" 6 2'-6" TYPICAL BAR DETAIL AROUND OPENING PLACE 4 BARS PER OPENING SEE BAR TABLE SCALE: N.T.S. -0" COMPACTED STRUCTURAL FILL (TYP.) #4 O 12" 4,-D" 1 DETAIL TYPICAL CORNER DETAIL SCALE: N.T.S. NOTES: 1. SEE ROADWAY AND DRAINAGE PLANS FOR LOCATIONS AND FINISHED GRADE ELEVATIONS 2. STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 6" LIFTS O +/- 2% OPTIMUM MOISTURE TO 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH ASTM D1557. NORMAL BACKFILL SHALL BE COMPACTED IN MAXIMUM 8" LIFTS O +/- 2% OPTIMUM MOISTURE CONTENT TO 95% STANDARD PROCTOR DENSITY PER ASTM D698. 3. STRUCTURAL FILL SHALL HAVE THE FOLLOWING GRADATION: SIEVE SIZE % PASSING 1 1/2 INCH 100 3/4 INCH 50-100 NO. 4 25-50 NO. 40 10-25 NO. 200 0-10 4. REFERENCE GEOTECHNICAL ENGINEER REPORT BY TERRACON, JOB NO. 20975154 . 5. SEE CDOT M-604-20 FOR MANHOLE DATA. INSATLL RISERS AS REQUIRED. 6. GEOTECHNICAL ENGINEER SHALL EXAMINE EXCAVATION TO ENSURE ADEQUACY OF SUBGRADE SOILS PRIOR TO CONSTRUCTION. 7. THE WALLS SHALL NOT BE BACKFILLED PRIOR TO THE PLACEMENT OF THE TOP SLAB AND THE CONCRETE ACHIEVING ITS DESIGN STRENGTH. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 9. WATERSTOPS SHALL BE FLEXIBLE PVC WATERSTOPS BY W.R. MEADOWS, INC. OR APPROVED EQUAL. 10. INLET STEPS SHALL BE M.A. MANHOLE STEPS BY M.A. INDUSTRIES, ASTM C-478 OR APPROVED EQUAL. SPACE AT 1'-0" MAX 11. TOP OF THE FLOOR SLAB SHALL BE SLOPED IN THE FIELD TO PROVIDE POSITIVE DRAINAGE AT 2% MIN. SLOPE. GENERAL CONCRETE NOTES: 1. ALL DESIGN, MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ACI, ASTM AND OSHA STANDARDS. 2. MATERIALS: A. CONCRETE: fc = 4500 PSI O 28 DAYS UNLESS NOTED OTHERWISE. B. CEMENT: TYPE II CEMENT C. 5-7% AIR ENTRAINMENT D. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 3. ALL LAP SPLICES OF REINFORCING SHALL BE ACI 318-95 TENSION LAP SPLICES, CLASS B UNLESS INDICATED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT TO THE CONSTRUCTION MANAGER FOR APPROVAL ANY ADDITIONAL LAP SPLICES NOT INDICATED ON THE DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. 4. REINFORCING COVERAGE UNLESS INDICATED OTHERWISE: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 THRU #18 = 2" #5 AND 5/8"0 WIRE OR SMALLER = 1 1/2" C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND (SLABS, WALLS, AND JOISTS) #14 AND #18 BARS = 2" #11 AND SMALLER = 3/4" 5. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 6. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE: @AB;_ SPLICE LENGTH: #5 1'-11" #6 2'-4" 7. APPLY, CURE AND SEAL COMPOUND ON ALL CONCRETE SURFACES. CURE AND SEAL SHALL BE MASTERKURE 100W AND MASTERSEAL SL BY MASTER BUILDERS. PREPARED UNDER THE DIRECT SUPERVISION OF p R EC/ SHA*'- e, �P 'P 28262 AND• MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING in 0 N z Zw o� tn� 3ww1� Q Q w Z j D wtn=wzo-a �c9~mow } Fzrwxi=m0 3mF-��wwF U<OQ �FN oowC"W 0 U) >a-Lu Q! w0000 ZO Fwaawa�0 - z=aacDazWD D�aaaa00< O N Q U0 00 Op O rn (�� Orn0 r O rn Q O O O O O N N Qt j N O N Li��00� - to O 0) Q=co zoo) E J JO Z X I U LL- 0N O � � I� ?t 91. z 0 FA 5 w x z 6111 N O rn � I'7 m m w m 0 o Q Z Y I I o 0 ¢ w x > w o = W V' J_ Z Q J x ~ wp O m I J Z Q O_ � H Q H I.i Z U Z D I.r,.1 0 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROV�6� D� ity En(TirYeer ( Date CHECKED BY: ICI ---- Water & Wastewater /,��Utili��ty Date CHECKED BY: A.ULtiul�I" � .3/_07 V, Stormwater Utility Date _ CHECKED BY: 4� '--e Parks & Recreation ate CHECKED BY: AA - CHECKED BY: Traffic Engineer Date SHEET M OF IN Date I JOB NO. 9164.12 1 FLOW CONTROL NEENAH R-7500-44 T1 CAST IRON STOP PLANK GRC 3/8" EPDXY GROUTED AN BOLTS ON 18" CEP TW=4880.0 BW=4868.6 1 "=5' 'OL PLATE /3 TW=4880.0 BW=4868.6 *NOTES: 2 TRASH RACKS REQUIRED. ONE ON TOP AND ONE OVER 10' WEIR. SEE SHEET FOR TRASH RACK DETAIL. SEE SHEET FOR OPENING ROD DETAIL. FOR TEMPORARY CONDITION PLATES TO BE INSTALLED TO PREVENT FLOWS FROM ENTERING SIPHON BELOW ELEV.= 4878.5 WINGWALLS SHALL BE TIED TO CONCRETE BOX CULVERT PER CDOT STD. M-601-20. HEADWALLS, TOEWALLS, AND WINGWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CDOT STANDARD M-601-1 & M-601-20. PRECAST BOX SHALL BE CONSTRUCTED IN ACCORDANCE WITH CDOT STANDARD M-603-3. R111 FI FV-AR70 L 7'-2" 5'-4" SIPHON ACCESS MANHOLE DETAIL SCALE 1"-5' NOTES: 1. CONSTRUCT PER CDOT DETAIL M-604-20 SHEET 1 (SHEET V OF DRAKE/ZIEGLER—PHASE 2 PLAN SET). 91 SEE HINGE DETAIL P.11 H/3 H=13.42' I H/3 12.67' 3"X3"X1/2" FRAME ANGLE 3/4" PLANE BARS -�— 48" RCP 3.0' — - — 48" RCP 1/4 O 12 TRAVERSE RE,,., �,-,- CONTINUOUS IN FLOOR AND WALLS SPACE HORIZONTALLY ON STRUCTURE SIPHON O_OUTLET 1 "=5' W/2 6" Q.G. u ------III W=18.5' NOTE: ALL TRASH RACK COMPONENTS SHALL BE HOT DIPPED GALVANIZED FINISH. SEE SHEET SRO FOR OPENING CABLE DETAIL. I SIPHON OUTLET TRASH RACK 12.0' #4 LONGIT CONTINUOUS IN � HEADWALL AND WINGWALLS 6" FILLET PIPE EMBEDMENT — PRECAST CONCRETE PIPE 6"— 1 SECTIONS C-C 1 "=5' W8 X 24 1 BEAM WELD 3/8" X 8" X 18" PLATE AT HINGE LOCATION —� 8' X 3 1/4' X 3/8' PLATE ----\ WELDED TO I BEAM 2-3/4- X 14" S.S. ANCHOR BOLTS EPDXY GROUNTED INTO WALL H/3 H=3.61' IH/3 H=7' /2" x 3/8" HINGED T RACK 0 a; LOCKABLE HASP ELEV.=4872.00 h N #4 O 12 EACH WAY 2-3/4" X 14" S.S. ANCHOR BOLTS EPDXY GROUNTED INTO WALL SEE HINGE DETAIL SHEET 4M 4141 TRASH RACK FRAME 3 X3"X1 /2" FRAME ANGLE 10' I 6" O.Cu W 2 W=10.5' FRONT TRASH RACK SEE HINGE DETAIL SHEET 118 TRASH CK FRAME 3"X3"X1 2" FRAME ANGLE H/3 H/3 LH/3 6" O.Cu W 2 W=18.67' SOLID DRIVING SURFACE (6" COMPACTED ROADBASE) 4: 1 FLA l!FR OR LITTORAL ZONE OR 8 FT (MIN.) ANENT W.S. LITTORAL ZONE SEDIMENTATION BASIN (FOREBAYS) NTS 10 FT (MIN.) 3:1 ORF\ �R W.S. POND CROSS SECTION A -A (TYP) NTS T ENCASMENT SYMM. ABOUT CL PIPE AREA OF TRANSVERSE REINFORCEMENT SHALL BE EQUIVALENT TO THAT REQUIRED IN PIPE WHOSE INSIDE DIAMETER IS EQUAL TO OUTSIDE DIAMETER OF ENCASED PIPE AND OF THE SAME PIPE CLASS. LAP BARS 24 BAR DIAMETER. TION LINE SECTION A —A COMPACT BACKFILL TO TOP OF ENCASEMENT AT ALL BANDS. ELEVATION OF COMPACTED BACKFILL FOR BANDED MITERED PIPE BENDS SHALL BE THE SAME AS THE ELEVATION OF COMPACTED BACKFILL SPECIFIED FOR THE ADJACENT PIPE. PIPE EXTENSION SHALL BE 18" MAX. WHEN D<36" AND Xe D MAX. WHEN D > 36". THIS FIGURE SHOWS TWO ACCEPTABLE WAYS IN WHICH PIPE BENDS MAY BE FABRICATED. THE STABILITY OF THE BEND IN RESISTING HYDROSTATIC THRUST MUST BE CHECKED. IF THE THRUST IS GREAT ENOUGH TO MAKE THE BENDS UNSTABLE. THE ENCASEMENT DIMENSIONS OF THE ENCASED BEND MAY BE INCREASED FOR STABILITY. DIA DOWELS CONCRETE ENCASEMENT DETAIL NTS �3/4" DIA DOWELS TOP TRASH RACK NOTE: ALL TRASH RACK COMPONENTS SHALL BE HOT DIPPED GALVANIZED, SEE SHEET ! FOR OPENING CABLE DETAIL POND 216 TRASH RACK AVERAGE DEPTH: 4.0 TO 8.0 FT 12 FT (MAX) NORTH P UDRE IRg�G 110N COMPANY APPROVE • ZO NZ Zw w Ins 3wwa� aQ w>c�>> wtn=wz a F-Z)- wwwrz x 3m��1-Fmo =a Q Dx W�(n Nwpp N Inm>awQjE H W IL d W d J N z X: (L CL 0 CLZ WD Q 0 0 Q O N O L0 U Q O o) o O CC Q I Cn I W N U)O W Y ON O N N LLJ aQ Q u- CD p l_- r- Q� c Z CL V. J W O O= < LL �r z O U) S w Of 0 z N O Q Q \ (n (n Z Z N CD IS M r r m m J J m W W U U Z2 W N N < (z.� a V S > W 0 = ARC!11lIlPIY ate x U) BOXELDER DITCH COMPANY 0 APPROVED: J PRESIDENT Date LL City of Fort Collins, Colorado PREPARED UNDER THE DIRECT sUPERVISION OF UTILITY PLAN APPROVAL (Al APPROVE Of o�P�.....�SjF� — )VLCity Ehpineer ote < • �P e: o CHECKED BY: ►,lA •� 28262 m� Water & WastewaterUtility Date Z CHECKED BY: e•�/Lr f 3/-07 0 p'• ,��C-Y Stormwater Utility Date 'F AND•e� CHECKED BY: MA — Of Parks & Recreation Date CHECKED BY: tM _J Q N L1J m MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF ,R ENGN RING Traffic Engineer Date SHEET S OF CHECKED BY: Date JOB NO. 9164.12 C'I 281 WA `*%i POND 216 TOP OF BOX = 4880.0 - 100-YR WSEL=4879.2 - r TEMP CONDITION INSTALL STOP PLATES TO 4885.5 - 1 WQ WSEL=4876.64 - NORMAL OPERATING WSEL=4875.64-�-' WQ ORIFICE PLATE 1 SEE DETAIL SHEET .AW WQ ORIFICE PLATES 2 & 3 4870.70 SEE DETAIL SHEETSt 1� 4869.64 4868.64 POND 269 TRASH RACK SEE SHEET §F4v 119 1 119 #5 0 6-O.C. I TRASH RACK 6' 4870.64 ` #5 A 10"0.C. 2" CLR. 5.36' S=0.01 2 48" RCP TOP OF WEIR/ WATER QUALITY PLATE A SECTION 117 119 NTS 100-YR WSEL=4880.E - WQ WSEL=4879.0 - TOP OF WEIR/ - WATER QUALITY PLATE NORMAL OPERATING WSEL=4878.0 WQ ORIFICE PLATE 1 SEE DETAIL SHEET SMS1 874.8- WQ ORIFICE PLATES 2 & 3 4873 8- SEE DETAIL SHEET s151 TRASH RACK SEE SHEET 118 _,IrT TOP OF BOX = 4881.47 4875.80 S�� 4875.86 tl B SECTION 118 119 NTS 1'-3" , VARIES (SEE PLAN) YP) V.,T&B MIN. 1'-0" COMPACTED STRUCTURAL FILL (TYP) D STRUCTURAL SECTION 119 119 NTS 8' x 4' RCBC 1'-3" m #5 ® 10"O.C. #5 ® 10"0 M 3.0' I 12" N o�I 5 ®6"O.C. JM � at� M U CONCRETE FILL SLOPED TO DRAIN #5 0 9"O.C.,E.W.,E.F. A STRUCTURAL SECTION 117 119 NTS 2" CLR. 15" #5 A 8"O.C.,E.W.,E.F. 2 48" RCp o #05 ® 8"O.C. Ni L3.0' 0 ®8"O.C. vi E3 Z) MM I UKAL JtL; I IL)N O F' 0 118 119 NTS n LAP LENGTH PIPE SIZE & TYPE DIAMETER OF OPENING BAR SIZE LAP LENGTH 48" RCP 1 58" 1 6 2'-6" TYPICAL BAR DETAIL AROUND OPENING PLACE TWO BARS PER OPENING SEE BAR TABLE SCALE: N.T.S. 5' 5/80 STEEL ROD W/g2 ;ES ®EACH END TRASH RACK FRAME NOTE: FREE END TO BE SECURED TO TRASH RACK WHILE NOT IN USE TRASH RACK OPENING ROD GENERAL CONCRETE NOTES: 1. ALL DESIGN, MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ACI, ASTM AND OSHA STANDARDS. 2. MATERIALS: A. CONCRETE: fc = 4000 PSI 0 28 DAYS UNLESS NOTED OTHERWISE. B. CEMENT: TYPE II CEMENT C. 5-7% AIR ENTRAINMENT D. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 3. ALL LAP SPLICES OF REINFORCING SHALL BE ACI 318-95 TENSION LAP SPLICES, CLASS B UNLESS INDICATED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT TO THE CONSTRUCTION MANAGER FOR APPROVAL ANY ADDITIONAL LAP SPLICES NOT INDICATED ON THE DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. 4. REINFORCING COVERAGE UNLESS INDICATED OTHERWISE: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER /6 THRU #18 = 2" #5 AND 5/8"0 WIRE OR SMALLER = 1 1/2" C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND (SLABS, WALLS, AND JOISTS) #14 AND #18 BARS = 2" #11 AND SMALLER = 3/4" 5. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 6. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE: zw o� �< 3w�dl- ¢¢WwZ��3 wtn=wz�b MCA~mww rZ F Z r = w m 0 3mw�� f- U¢m¢ V w�w¢ D � W W w W O F N w¢- -�0mizzw>- o � waawa-J0 z ao OIL zwD N O Ln 00 O rn U a0 C) C) �fy_ Q I rn 00 �W (D a,N I o m Y C)O N N LAj <a O^N 0_ LL- 0_ L'J O O Q o I- I� O C1.- Z 5tn0')I� IZ J W Np O O Q O L.� z z05 z; a Ld w 0 z O 0 5 w x 0 z N C!)Z Q Q Z N 0 Z M J 0 UI J 0 0 r m W 0 m < r m L'i 0 _ 1 > w o w = @A& SPLICE LENGTH. X 14 1'-7" #5 V-11" W /6 2'-4" 7. APPLY, CURE AND SEAL COMPOUND ON ALL CONCRETE SURFACES. CURE AND SEAL Z J SHALL BE MASTERKURE 10OW AND MASTERSEAL SL BY MASTER BUILDERS. - Z Q p RED •E) w•• 9 •� 28262 .•A N D MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGMEERING J Q F- = W I i.- City of Fort Collins, Colorado UTILITY PLAN APPROVAL W �p LLI CV APPROVED: Q City Engi66er Date O CHECKED BY: 94 `e Z a) Water & Wastewater Utility Date Z O ( CHECKED BY: /- 3/ D W �' � (V Stormwa er Utility Date (' CHECKED BY: A)A Parks & Recreation Date CHECKED BY: /_ \ Traffic Engineer Date SHEET S OF CHECKED BY: Date Joe No. 9164.12 C-1 281 00 N r� Structural Steel Channel t I Formed Into Concrete, To U Span Width Of Structure. See Section A -A Hole dia= D 1-3/4 (typ.) Structural Steel Channel Formed Into Concrete, To Span Width Of Structure. See Section A -A Hole dia= D 1-3/4 (typ.) A--NGV7 WPlote I WConc. t.J 0 B I.. (typ a1 WConc- WPlote = WConc. + 6" I 12" _ Steel plate Max. thickness = 3/8" I O A RO I0 H=16" e Ia 1 WPlote = WConc. + 6" _ a _a 4T1 - -- - :x.Steel plate aI thickness = 3/8" Z Z J O U FLOW CONTROL PLATE (POND 216 Outlet Structure Notes: 1. The details shown are intended to show design concepts. Preparation of final design plans, addressing details of structural adequacy, excavation, foundation preparation, concrete work, reinforcing steel,backfill, metalwork, and appurtenances, including preparation of technical specifications, are the responsibility of the design engineer. 2. Alternate designs to the typical outlet structures shown may be considered; however, alternate designs must address the hydraulic and trash handling functional elements of the structures shown in the Manual. 3. An orifice plate is shown as the outflow control; however, an upturned pipe, with orifices may also be used. See Figure 4 for orifice design information. A Vertical Trash Rack option is generally shown; however, an Adverse -Slope Trash Rack may also be used. Continuous -Slope Trash Racks for use with WQCV outlets are not 4. recommended. See figure 6 for trash rack design information. References are made to 2- or 10-year detention above the WOCV; however, detention S. above the WQCV may be sized for any storm event, according to local criteria. 6. When outlet designs differ from those shown herein: o) Provide needed orifices that are distributed over the vertical height of the WQCV, with the lowest orifice located at 2'-6" or more above the bottom of the micro -pool. b) Provide full hydraulic calculations demonstrating that the outlet will provide no less than the minimum required drain time of the Water Quality Capture Volume for the BMP type being designed. C) All outlet openings (i.e., orifices) shall be protected by a trash rack sized to provide a minimum net opening area called for by Figure 7, and all trash rack opening dimensions shall be smaller than the smallest dimension of the outlet orifices. d) Trash racks shall be manufactured from stainless steel or aluminum alloy structurally designed to not fail under a full hydrostatic load on the upstream side. 12" C808.75 American Standard Structural Steel Channel. Trash Rack Attached By Welding U.S. Filter* Stainless Steel Well -Screen - (or equal) CSx18.75 American Standard Structural Steel Channel Formed Into Concrete Bottom And Sides of Trash Rack Attached By Intermittant Welds. 4" Steel Perforated Flow Control Plate Well -Screen Frame Attached To Channel By Intermittant Welds Section A —A WQCV OUTLET STRUCTURE #1 C1208.75 American Standard Structural Steel Channel. Trash Rack Attached By Welding U.S. Filter* Stainless Steel Well -Screen - (or equal) C8x18.75 American Standard Structural Steel Channel Formed Into Concrete Bottom And Sides of Wes. Trash Rack Attached By Intermittant Welds. Steel Perforated now Control Plate 12" 4" C Steel Perforated J.�'FlOw Control Plate Well -Screen Frame Attached To Channel By Intermittant Welds Section A —A WQCV OUTLET STRUCTURE #2 & 3 Trash Rack AttochedJ 6" 1- By Intermittant Min. Welding All Around flow Section B—B — Plan View Limits for this Standardized Design: 1. All outlet plate openings are circular. 2. Maximum diameter of opening = 2 inches. *U.S. Filter, St. Paul, Minnesota, USA Stainless Steel Support Bars No. 93 Stainless Steel (U.S. Filter* or Equal) Wires 0.139" I 0.090" Flow —C Section C R Value = (net open area)/(gross rack area) 0.60 POND 216 (SIPHON INLET) POND INV. ELEVATION = 4865 WQCV WATER SURFACE ELEV. = 4876.64 DWQ=LOFT CIRCULAR PLATE OPENING DIA., D = 1-3/4" NO. COLUMNS=5, NO. ROWS = 3 Wconc. = 24" HTR = 16" POND 269 POND INV. ELEVATION = 4870 WQCV WATER SURFACE ELEV. = 4879.0 DWQ=LOFT CIRCULAR PLATE OPENING DIA., D = 1-3/4" NO. COLUMNS=5, NO. ROWS = 3 Wconc. = 24" HTR = 16" Structural Steel Channel Stainless Steel Bolts Formed Into Concrete. F� C I �or Intermittant Welds See Figure 6-a A 1 IIIIIIIIIII'�IIII'iiIIIIi�IIIIIIIIIII ut ul iil IIIIIIIIIII;9!III;;!III!�!IIIIIIIIIII �•�01 I I M �. , '' . ®��illllllllll��lll��III�;IIIIIIIIIII B - B #156 VEE SUPPORT ROD 3/8"x 1.0" Flat 3/4" O.C. Bar Holding Frame - . - ---- - A J WQCV Trash Racks: Elevation 1. Well —screen trash racks shall be stainless steel and shall be attached by intermittant welds along the edge of the mounting frame. 2. Bar grate trash racks shall be aluminum and shall be bolted using stainless steel hardware. 3. Trash Rack widths are for specified trash rack material. Finer well —screen or mesh size than specified is acceptable, however, trash rack dimensions need to be adjusted for materials having a different open area/gross area ratio (R value) 4. Structural design of trash rack shall be based on full hydrostatic head with zero head downstream of the rack. TRASH RACK DETAIL PREPARED UNDER THE DIRECT SUPERVISION OF 28262: MICHAEL S. BRAKE DATE COLORADO P.E. AND P.LS. NO. 28262 FOR AND ON BEHALF OF A ENGINEERING 0 c,Of Nz zw O� V)� wZ,V50_t a¢w__S � wlnXwzWa- m3 0 t>'ww > z �zr =I'�m0 �mw� F- L) Q uj w w w O N Nw00001iZO JNW ofZQ�}C2 F Ix.I d d till d JV) z aa0a-ZwD Z�a¢aaooa CO (V Q O O O� O 0 o 2000"Lp � " J C4 CV w <w 0, �' 0� LL_V)LJUo� w W 0S Cn Z: `� � Cn � Z J LLJ 3: J Z X lZ' OO Q C.) O CD 0 t� z W ' Zs L*6r, W- aLLJ W ¢ 0 Z 0 w a_ 0 Z N Q Q \ (n (n \ \ rn L� Z Z ('4 CD m M LA W 0I0l0 �71E T M Z L_ City of Fort Collins, Colorado ' UTILITY PLAN APPROVAL M APPROVED:C "4�, I c4N— d� Q Cify Engirifs4r ( ate CHECKED BY' ►(At Z Water & Wastewater Utility Date W CHECKED BY: r�./,.A,dLLL '3 4 0 Stormwater Utility Date CHECKED BY: AA W Parks & Recreation Date CHECKED BY: N4 r r � p Z Y 0 ¢ U N X W W 0 J_ Q 0) I— D 0 cV od I-_ J r^ W Q N Z w O Q a Traffic Engineer Date SHEET OF CHECKED BY: Date JOB NO. 9164.12 C-1 Z e I VI rx co N 1 0 UNDERDRAIN P SEE J �\ DRAKE/ZIEGLER SHEET 0 N o 7E (L,-,iz V) w�a� < a w5; c� �3 wcn=wz�w Wiz}==m0 3: M F- j��LLILd OOozO JV) zx 2T- FwIiawa-j(n1-- Z=aac�aZwO aaaa00 N 0 � p 00 O rn U O rn p 0 JF— QLC) (7) I 2OpON� 0 < w N O N LLJ D_ L (n LL1 O Q O 1 p p 2 ZZ0 viMI\ l it O Z X I\ U O < p � f1 O 11 4876,0 ROW BURLINGTON oo-� - NORTHERN RAILROAD V - _ W '487 .oar ` r�. \ 4673.00_ �� 7800-,//) Yam) A O05 �i CHAIN LINK V \ �SE �PHON - - TO BE RELOCATED- \\\ SHEETS w0-119 \ ~SOUTH TO PROPOSED EASEMENT \ / BOXELDER ITCH LATERAL �\ �� --- ~ W � . 1 \ T LOCATED �� - --- - ' 4 h �r ] Lj.I RELOCATED AASWER POLE TO BE psis I �� ► - - - 4.M �- �,UI REQUIRED BY CITY 1� i OF FORT COLLINS \ ONTRACTOR SHALL M TAIN RATION Olx �� \ LIGHT AND POWER 1 U J / Z 1 z \h(ISTING WELL DURIN N AF R __X- _ \` �p '� C NSTRUCTION IS C LET LL HOUSE p SH(J WN AT APPR LOCH A V� ANIp CONTRA R SHALL VERIFY PRIOR TO CONSTRU N. '8j20. CONSTRUCTION OF OUTFALL CHANNEL AND ASSOCIATED AMENITIES SHALL NOT IMPEDE ACCESS TO COTTONWOOD FARMS \ I iz —X 8 - -- A0 \ LEGEND NOTES: MM = WW PROPOSED INLET AND PIPE (P INLET PROTECTION 1. ALL EMBANKMENT SLOPES ARE 4:1 UNLESS OTHERWISE 01 FLARED END SECTION NOTED. CE CONSTRUCTION ENTRANCE - 70 m PROPOSED INLET LOCATION 2. REFER TO DETAIL SHEET (SHEET MR OF THE ®®® DRAKE/ZIEGLER PLAN SET) FOR EROSION CONTROL NOTES EXISTING 5' CONTOUR AND DETAILS. SILT FENCE 3. ALL SOILS EXPOSED FOR MORE THAN 30 DAYS SHALL BE EXISTING 1' CONTOUR SEEDED AND MULCHED. CONTRACTOR TO FOLLOW APPROVED STORM WATER MANAGEMENT PLAN AS REQUIRED BY THE PROPOSED 5' CONTOUR KEYMAP STATE OF COLORADO. O �� STRAW BALE 11.T4 PROPOSED 1' CONTOUR �I �• CONTRACTOR SHALL RELOCATE EXISTING \ DIRT ROAD Y ,�- - GATE IF NECESSARY � POWER POLE TO BE x +� \ RELOCATED AS X k x< - _�REQUIRED BY CITY Q X OF FORT COLLINS LIGHT AND POWER , — a -k- TION STIR RE -- CENTERLINE OF EXISTING TRACK BURLINGTON NORTHERN RAILROAD 4876 --—_� - --_ - �__487a.aa== _ tl `4 s -� `X - C—4973.00—� �'--+a34 - - 487 — \\A m N N A -- DURING CONSTRUC I COTTONWOOD TREE —� CENTERLINE OF EXISTING TRACK BURLINGTON NORTHERN RAILROAD M - - _ _ ��1� - - ULVERT - 4e7i°d-� T BE R D - ----- _ — -- — _ -- -- — — -- oO �- -L 't'- - leis_ _ _ - =_ -�-= _ °°--=TAi� RIGHT OF WAY - � - - �F--- _ o� S o — - / - Of LL.I 4,� cn ut 0 868 J t_ \ - - - -�ess LW m m 7 -- A w w cn ap x 48Ej9 �� LL..!) Q Q w o 0 CONTRA TOR SHALL MAINT N OPERATION OF Z 0 0 a z 3 Li EXISTING 10" HDPE PU PIPE FOR LAFARGE - DURING AND AFTER CO R N IS C61atP{ ATE. —J w _ _ -- --= 0 0 PIPE IS SHOWN AT AP 0 M ATION 0 Y / I XISTING CONVEYQ UOLUMNS TO BF� P ESERV�D 0 AND CONTRACTOR SHAD V RIOR TO �� CONSTRUCTION.T LOW WATER CROSSING WITH h / RIP RAP SEE DETAIL ON �� x SHEET 35 �� (n xz 75' PERMANENT DRAINAGE EASEMENT ZQ SLOPE AND ROAD LOCATION VARY = n- STA 10+00 TO 17+60 AND City of Fort Collins, Colorado U STA 78+82.80 TO END PREPARED UNDER THE MECT SUPERVISION OF SEE PLAN CUT CONDITIONS EXIST UTILITY PLAN APPROVAL J / � Z 12' WIDE FROM APPROXIMATE z d J 0 EXISTING BURLINGTON NORTHERN RAILROAD SOUTH R.O.W. LINE 15' WADE OUTFALL CHANNEL ACCESS ROA STATIONS 17+50 TO 25+50 REC APPROVED: Q Q Q OUTFALL CHANNEL TO BE CONSTRUCTED SOUTH OF THIS LINE. ? ?D%T ON PO•.•,,,• /$� City Engir(ee D to � LI_ CUT CogRO DITCH oQ,•� SHA1Yy'•,F� a PRONpE BOR 50 25 0 50 100 o:�P e1'y o CHECKED BY: 0C Z Q=� ��^� N 28262 �'• Water &Wastewater Utility Dote W O , F •• 1 GRgpE l�NOlT10N SCALE: 1" = 50' : • CHECKED BY: A/f EXIST Stonnwater Utility Dote LONG. S=0.3% 4 MAX 1�� 4 MAX 2.0' MIN ING of.AND.Q�`�• j V= 3. O FT/S CHECKED BY: �IJA Parks & Recreation Date CHECKED BY: NA ` Traffic Engineer Date SHEET OF TYPICAL OUTFALL CHANNEL CROSS SECTION COLORED S. BRAKE DATE COLORADO P.E. AND P.L.S. N0. 28262 CHECKED BY: OVA' NTS FOR AND ON BEHALF OF dt ENGRIEFRING Natural Resources Date JOB NO. 9164.12 ; y C-1 2 Q N 1 r- <> r 1 V - - IRRhGATION BE REMOVE CONTRACTOR SHALL COORDINATE W/CITY NATURAL RESOURCES DEPT. PRIOR TO AND __p�IING CONSTRUCTION FOR EXISTING COTTONWYO4B7(1 Or— ODTfiEES 9 \ --= - - _ - NOTES: 1. ALL EMBANKMENT SLOPES ARE 4:1 UNLESS OTHERWISE NOTED. 70 2. REFER TO DETAIL SHEET IW (SHEET OF THE DRAKE/ZIEGLER PLAN SET) FOR EROSION CONTROL NOTES AND DETAILS. 3. ALL SOILS EXPOSED FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHED. CONTRACTOR TO FOLLOW APPROVED STORM WATER MANAGEMENT PLAN AS REQUIRED BY THE STATE OF COLORADO. LEGEND ■7� A - PROPOSED INLET AND PIPE FLARED END SECTION PROPOSED INLET LOCATION - - - EXISTING 5' CONTOUR EXISTING 1' CONTOUR PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR IP INLET PROTE CE CONSTRUCTI( SILT FENCE STRAW BALE RUCTUR� SEE SHEET 35 ��W FOR SECTION B-e PROXIMATE LOCA-TION OF- ---- �- - - - -- BARBWIRE FENCE - PROTECT IN PLACE- —+ea7 �vV -- 100' BURLINGTON -� - - � ----= - I NORTHERN RAILROAD +aae a -7 --�- - T2TGFTrOF-WA)--� - _--�_-- �ec00 7.00 � 4.- yes o0o- O` i 48e2w �— -- —� — — -- — Z� �w ®® m < 3 w a ¢QwwZOD� ON wIn=wz�a3 W }Z �zr x=mo ENTRANCE -- m a m W m aK~~oa ®® ® N o 0 a w� o N ® wOOUOC`ZO J 0O_0_zW>-2m Fwao_wawin� z=ddcaazw� ��aaaaooa KEYMAP ILM lfi 0 00 O Of rn U O rn (D o � � z < Lo O0 . 0 CD " i0CD0C-1LI) n cr_ l- CV J (V w a Lij 0 \�- Q - O O ' of - - - CENTERLINE OF EXISTING TRACK BURLINGTON NORTHERN Z Z X RAILROAD_ O < — - LL- 15�� o 0 < 0 rn - W -�,.ao_� -- ROAD CENTERLINE 1211 - �� 36' RCP STORM PIPElea J --��- - _ - - - t_ - -- -- - XrSTtN - z.o0-.cn� _ _._1 \ ISTING CULVERT �-�s. - - - - - - -- - -- - --- ��- - - - - - - _ _ CENTERLINE OF EXISTING TRACK BURLINGTON NORTHERN- --- RAILROAD p �- i V _ -- -CULVERT �c> _�----i - -- ---- -- - z J I2�4" RCP TO BEea.00_ SAWCU - --- -- - w m 1 --�_-- — _r_------,-_----------- -- — -� i, ■� EX 24" RCP INV. = 4858.69 -icy- -_- --- ----- _ -- - - - - --+aaa oo- f �� eszo�- _ u z -- - - - t_ (i- (n n -- ----_ " —. -- - _— EXISTING ROAD � n;'". � -_ O oo_ - 4859 1. _ TO BE ---- •4s5a:ao- - - - - } r ABANDONED - J -j m r m - - _ 4857 _ - - - - - _-`--+a57.0o- ` a a � Ld Z o - z - (n � a z 3 Y 4858 4857 J - - - - - s9 ou _ - __ - - - - - I I O ¢ of w LAj 36" RCP STORM PIPE W FES - 40 _ -- ^ O INV = 48.55 APPRAi . 5 LF OF EXISTI CP TO BE REMOVED AND REPLACED � � —1a57 N. 75' PERMANENT DRAINAGE EASEMENT SLOPE AND ROAD LOCATION VARY STA 10+00 TO 17+60 AND STA 78+82.80 TO END SEE PLAN EXISTING BURLINGTON NORTHERN RAILROAD SOUTH R.O.W. LINE OUTFALL CHANNEL TO BE CONSTRUCTED SOUTH OF THIS LINE. 0=134 CFS LONG. S=0.3% V= 3.0 FT/S O N 11 4'MAX z s a �1 4 MAX 12' WIDE ACCESS RC TYPICAL OUTFALL CHANNEL CROSS SECTION N TS CONDI 2.0' MIN BADE TO EXSOWG CUT CONDITIONS EXIST FROM APPROXIMATE STATIONS 17+50 TO 25+50 50 25 0 50 SCALE: 1" = 50' X N --4857.0o, Z 29J[ia1IS:D;a;ill41PI &-ill ;;lTikE:I•:A �P�p K t CjS� p�:�SHAIj�,• P B 100 1 . 28262 ^• MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF dt ENGINEERING LA - City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED,. i y Engineer Date ILL. CHECKED BY: MA '-' Water & Wastewater Utility Date w CHECKED BY: Z&008 / 3/_D i ♦0♦� Stormwater Utility Date V CHECKED BY: IV. J LL I Z Q Z J _ 0- U C5 J Z . _1 p Q Q LL_ cl� CD O Parks & Recreation Date CHECKED BY: A -)A (q*N Traffic Engineer Date SHEET J& OF IM LCN CHECKED BY: A.IA' ,. Natural Resources Date JOB No. 9164.12 C-1 z8 1 r-- CD N r f V NOTES: 1. ALL EMBANKMENT SLOPES ARE 4:1 UNLESS OTHERWISE NOTED. 70 2. REFER TO DETAIL SHEET ! (SHEET f OF THE DRAKE/ZIEGLER PLAN SET) FOR EROSION CONTROL NOTES AND DETAILS. 3. ALL SOILS EXPOSED FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHED. CONTRACTOR TO FOLLOW APPROVED STORM WATER MANAGEMENT PLAN AS REQUIRED BY THE STATE OF COLORADO. ---'� ------ — 4MI001 -- ROW BURLINGTON 50 25 0 50 100 SCALE: 1" = 50' J PLAN NOTE: LENGTH (L) AND WIDTH (W) OF THE RIPRAP AREA VARY AND ARE INDICATED ON THE PLAN. BURY W/ 6• NATURAL SOIL AND REVEGETATE SEND SLOPE AT 1:1 L PROFILE BURY TYPE H RIP RAP WITH 6' NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM. OUTFALL RIPRAP DETAIL EXISTING BURLINGTON NORTHERN RAILROAD SOUTH R.O.W. LINE OUTFALL CHANNEL TO BE CONSTRUCTED SOUTH OF THIS LINE. 0=134 CFS LONG. S=0.3% V=3.0 FT/S 18- (TYPE H) d w=18, PERMANENT DRAINAGE EASEMENT SLOPE AND ROAD LOCATION VARY STA 10+00 TO 17+60 AND STA 78+82.80 TO END SEE PLAN 12' WIDE (FALL CHANNEL ACCESS ROA 5 N 4 MAX't 1�_ 4 MAX TYPICAL OUTEALL CHANNEL CROSS SECTION N TS 2.0' MIN PROTECT IN PLACE 17 I2 MI.- 45.00 LEGEND �1 M W PROPOSED INLET AND PIPE ' FLARED END SECTION PROPOSED INLET LOCATION — — — EXISTING 5' CONTOUR EXISTING 1' CONTOUR PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR 100' BURLINGTON- -'x i 04 / — — ti 6, f, 6" DEPTH ROAE BASE OVER 1 DEPTH 12 D50 RI RIP RAP - 0 - - 0 0o 00 o r� on o r r a0 oi'i N Q N r -1+00 0+00 1+00 CUT CONDITIONS EXIST FROM APPROXIMATE STATIONS 17+50 TO 25+50 SECTION A —A RAP IP INLET PROTECTION E-1El JL�Ua® CE CONSTRUCTION ENTRANCE - _= ( SILT FENCE SF KEYMAP STRAW BALE N.ts 4870 r�•L•3S 4845.00 c c it CENTERLINE OF EXISTING TRACK BURLINGTON NORTHERN RAILROAD =� � /p / / /vw 12" DEP 12" D i 6" DEPTH, , w' ROAD EASE OVER RIP RAP v n,ry o,I o,'� o 0 Lfi�m m ao 00 �nj 00 m �I: m 00 m� or m r 00 -1+00 SECTION B—B 1+00 0 ) RIP RAP %r-,...... - J•,p�5HA1►1o, � 28262 0 MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING z N Z ZR �Z w N� 3L as wZ�� wvl=wz�a3 0-ww }Z FZ} �==m0 3 m l-`1 I- F —�V)D_D_ZW2= FWD_D_WCL_jV) Z=a-a-00_ZwD �HQQQQO�Q N LO Q O U-) O DO O rn U O rn O o Cr <U) .O O cr- N Ln � a OLLI CDO N N N CD Q — CD ZO 5 ( r LIJ = (n Z a) _J d O Z X I U N I- a- O � O z � R LLI a9 • to a yQ� 2G rn W H a 0 Z O > W 6 z O O LO II1 m m Co r m w w m Q Q H 0W W Z VUI 0 Q U < CZ.� ' W x_ V) U' J Z Z Z J_ LL_ Q J _ 12- City of Fort Collins, Colorado U C_9 UTILITY PLAN APPROVAL J Z i it J Q APPROVED �Ls Z,►4neer - Z O Q Q Q fj p( City Eh eer (/ Date L CHECKED BY:Z D 0 Water &,, Wastewater Utility Date I.1.I O CHECKED BY: iOL - �� Stormwater Utility Date _ CHECKED BY: AM Parks & Recreation Date CHECKED BY: eA I Traffic Engineer Date SHEET I♦ OF CHECKED BY: rVi4 Ul `- Natural Resources Date JOB No. 9164.12 4 C.1 28 1 P !7 I, a,• .I n r r� M. NTROL TOOL Jo , ., . SECTIONTRAMISITION FROM St G SECTION,TO PAN BOTH COLD JOINT SIDE& PLAN VIEW 6' WOWN (LOGIC) 6 WNIW M (COLLECTOR) 10' MINIMUM (ARTERIAL) d �• 4 S• MN. FOR 1tESI0EMlAL.r USE CONCRETE PAVENEM DESIGN + 1/2• FOR COLLECTOR a ARIERIA-S. PARALLEL STREET XMI'"110111 W CROSS PAR wow LOVELA1D MFTN O INVERT FT. COLLINS OWN Of NWERT d INN. d (MAX. d Arterial to' 1 1/4• 2 1/2• 7/8• Collector a' 1- 2• 1 1/0" Local 6' wN 314. 1 112• 1 1/2• SECTION A -A +8• MN NOT H WHERE CROSSING A COLLECTOR ROADWAY. NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS " 1/Y 1 1/Y R IT 1 1/2' R YR f ( YR 6- 1Y ( 12' OUTFALL CURB AND GLITTER MEDIAN INFALL CURB AND GUTTER N.T.S. N.T.S. NOTE Where Walt oej�Is a ouA, R ahM M 2 e• MN. oanlNeclad T// Fd above the wE. 1 trl• 1/r� Sop• eMewek to� Ir per R. --------rrrr 1 1/2• R - �6• L 1 VERTICAL S INCH CURB GUTTER AND SIDEWALK N.T.S. Edge of SuA 1/e• R e . e e 4. Note: Joint shall be cut 1/4 thickness of Concrete initially. DUMMY JOINT FOR WALKS N.T.S. CURB AND GUTTER DETAILS CITY OF FORT COLLINS, COLORADO REVISED 11-85 2 11-65 ENGINEERING DIVISION `85 5 J W a' Z 0 W U �M 5 B5 w a U N X�Jl!r yC aai ��ax a W yESy 5 <z Ci3 fia n fi �fi o o Js��{ 3 'XIF�F w W <O C�a a 58 8 FZ QQ 2 V M is ONa2 o SfiO� STANDARD TEMPORARY DEAD END BARRICADES IARDEER COUNTY CONSTRDC170N RUMOR NO: E DRAWING I ITRFE7 DRAWINGS DATE: 03/01/02 1413 STANDARDS _ ]F �n �n ri�fi ri� --�7r PAN -- I o I 0I I Z� WMz W 0 Of LL- F0 M O Z i Q IY �b NOTE.- 1. Naxo urn SIePe SIIdI Reoolrotructed Pavement. p� LLB yp7L ya �SXE Wn 1.57G Minx Slope �°Pe t i 2. Provide N•.wtione at a the indicated Pointe. rn a fi t z 6 � a STREET INTERSECTION CROSSPAN APPROACH DETAIL LARIMBR COUNTY DESIGN RIMMON No. FIGURE URBAN AREA FIGURE DATE: 0e/07/00 7-27 STREET STANDARDS _ _-- -- --- - VbY LMe X = Curb Transition Length W agWi o� Y = Parkway Width in Type I APpron W = Driweay Width (See Drawing 70 ) t - Concrete Thickness - minimum Type I = With Dstci lh d Sidewalk QeLaeW 't \ Type II = With Attached Sdewalk Y \ y y lt� Refer to (.Tlprrfl! M minimum rwnoval dknenskma. PERSPECTIVE W - Wldm R., if nsw--- A Right of W% IYIA sleewak t:12 Ll I S mac W W W Y W W v i - TYPE I X=3'-G• Ddw NOTE: 1. Concrete driveway must be provided to the property Expansion joint N drMA continues as eoncrate W V ♦ W O E ASNldewlNk N=� of wb WU vTYPE II .S. SECTION A -A N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) IARIMER COUNTY CONS"MUC ION BEYLSION N0: 1 DRAWING URBAN AREA DRAWINGS DATE: OJ 01/02 708 STREET 3[ANDARDS / CURB. GUTTER AND WAD( THICKENED ASPHALT CROSSPAN P.C. P.C. THICKENED ASPHALT T THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN r DESIGNED J DESIGNED ASPHALT W ASPHALT 2W THICKNESS THICKNESS ASPHALT PAVING DEPAH,(CROSSPAN) COUNTY REYXSLON NO: 1 I DRAWING AREA CONSTRICTION ANDARDS DRAWINGS 1DATE: O5/Ol/02 710 NY a M07M I. E arm PAVEMENT 9M1LL W SAW CUT TO OBTAIN A STRAI AID NEAT EDGE BOTH PARALLEL AND PEPPENOIOIAAR M DOSTMO JOINT PRIOR TO PAVING. SAW CUT 9IALL R MADE TO PRIOR TO BOTTOM OF NEW PAVEMENT. i ALL KAMB BETKEN NEW AND EX57MG PAVEMENT 94ALL E HEALED WITH HOT ELASTIC ASPHALT RIM COMPOUND OR APPROVED EOIIAL 1 TOP CF NEW CONMW 91ML E EWN WflH EXISTING CONCRETE ♦ IF EX MB CONCIEN CONTNIIS LEM viRO1110, THE REPLACEMENT 9M SHALL BE REINFORCED. MlOM®w 6M w a �f1B1 , ONU.ED SAME 73 .TEAR AID No" /o 4 •AD SECTION A -A a DETAIL NO. 4 CITY OF FORT COLLINS, COLORADO ENGINEERING D%PARTM I APPROVE[ 6C a5 NTH 1 1/r DIA HOLE N LINTER - EXTEND CHANNEL TO OUTSIDE EDGE 6. OF WALL WALL r RAD. Q r DETAIL "A" B w.e. � w Asl T PLANVIEW w '� �� •, SECTION A -A 4Ta a�i• "ArW -rr rwz rr a+ re � re •• ° :- • I(�"i "Luc . .'A�•wii L !1 U�l1/l :lrl5 SECTION B-B r ',• ( REINFORCEMENT NOT SHOWN ) Ire r�• rx r x 4ww MW• DETAIL "B" SECTION C-C GENERAL NOTES: (MODIFIED) 1. SIDEWALK SHALL E 6- THICK FOR S-O. ON CONCRETE SIDEWALK CULVERT EITHER SIDE OF CLAVERT FOR VERTICAL CURB, GUTTER 2. TOP SLAB OF CULVERT SHALL E SLOPED AND SIDEWALK TO MATCH SIDEWALK. SEE D-6 3. EXPOSED STEEL SHALL E GALVANIZED N CITY OF FORT COLLINS, COLORADO = ACCORAHCE WAIN AAMTO M-111. ENGINEERING SERVICES UNIT f 4. KEY JOINTS WHERE WALLS CONNECT TO APPROVED BY: TOP SLAB AND BASE. DATE: 3. REINFORCEMENT N WALLS AHD BASE SHALL BE 3• FROM THE SIDE EXPOSED TO EARTH. REVISIONS: REINFORCEMENT N TOP SLAB SHALL E ! 1 1 2• CLEAR. Ivi /-0 SIDEWALK ADDITION 2• MIN. EXISTING SIDEWALK NEW WALK ADDITIONS SHALL BE PLACED TO THE SAME LINE AND GRADE AS THE EXISTING WALK MATCH TRANSVERSE TOOLED JOINTS TO EXISTING TOOLED JOINTS ADDITIONS TO EXISTING SIDEWALKS CITY OF FORT COLLINS, COLORADO REVISED g-N ENGINEERING DEPARTMENT APPROVED D-20 6C 8.5 WAIN 1 1/2• DIAL • w •ea • w a HOLE N CENTER - EXTEND CHANNEL TO OUTSIDE EDGE 6. Se � OF WALL. wNL A� nRl• 1_ re C 4 wr r mi, C r RAD. �T7 Ti •�� !f- V r� I W - - 1 'gam e1T DETAIL "A" 1B r R Y . J L nosK w me t. re re r-r Ire � �O PLANVIEW SECTION A -A �eles�'tunw eewe%�ama r Y v,wle�mex� .. T f plea 1 ;eon."I�� 1+` SECTION B-B ee- . r •erw� I-f ( REINFORCEMENT NOT SHOWN ) f • I Ke . ♦ .� I fel-rT Mew w w _ . Txrxai MW ,i IKIe.M .VII/.w I11-r-'ill DETAIL "B" SECTION C-C GENERAL NOTES: CONCRETE SIDEWALK CULVERT 1. SDEWNX SMALL E e• THICK FOR 3-0. ON EITHER SIDE OF CULVERT. FOR VERTICAL CURB, GUTTER a TOP SUB OF CULVERT SHALL E SLOPED AND SIDEWALK TO MATCH SIDEWALX. SEE 0-6 3. EFOSM STEEL SHALL E GALVANIZED N CITY OF FORT COLLINS, COLORADO ACCORANCE VAIN AASHHTO M-111. ENGINEERING SERVICES UNIT 4. KEY JOINTS WHERE WALLS CONNECT TO APPROVED BY: TOP SLAB AND BASE. DATE: 5, ENFORCEMENT N MALLS AND BASE SHALL BE 3" FROM THE SIDE EXPOSED TO EARTH. REVISIONS: D - 1 rT ENFORCEMENT IN TOP SLAB SHALL BE I L 1 1 2• CLEAR. . 1/2 3 1/2• nP 6 VERTICAL CURB BOX AMID GUTTER SHOWN BACK OF alRe s RtNcrlDn JOINT EVO. O EACH END FRAME FROM OPPOSITE ENDS OF GUTTER d• T'RO NO. 13 INLET FRAMES No. 13 FRAME: USE Mo RAL OR NEENAH GRATE R-3246-AL EWIVAL OR APPROVED EQUAL 7'-r LOONNGG (SPECIFY ROW LEFT) PLAN SECTION 7HRU CENTER OF MULTIPLE INLETS S-3• LONG ADJUSTABLE CURB BOX NO FLANGE .L ELEV. 13 INLET D SI 2 7/6 SHIM GROUT '6.0 yr /20W it VERT. 4• SLOPE TO LONG)K. > 6' OUTLET 40 a UNDISTURBED GROUND Olt e AR. FIRM FOUNDATION MATT_"zz - DOUBLE iTRIPLE • �.6. �• �� SO INV. ELEV. OUT QUAD 166• SECTION TM LENGTH SECTION THRU WIDTH NOTES: 1. FOR DO OFTINLET PLUS SIDEWALK SECTIONS WHERE SOURED BEHIND INLET STRUCTURE AMD 1RAN9TI MET STRUCTURES SHALL ALSO INCLUDE 2'-'r CURB & GUTTER TRANSITION AT FJIpI 2. FLOOR SLOPE MAY E POURED MDNOUTNNC WHIN BASE. 3. OUTUET PIPE(S) TO E SET FLUSH WITH INSIDE FACE OF "LET WALL 4. (MESS OTHERWISE SPECIFIED ON THE DRAWINGS Olt OTHERWISE APPROVCD, ALL IIQ /3 N .M FIALL E CONSTRUCTED NTH AN ADJUSTABLE C.I. CURB BOX 5. STD. INLET DEPTHS NO PPE SIZE ARE H070 N THE FOLLOWING TABLE. DEwAIIO/S FROM THESE MMNM REQUIREMENTS SHALL_ E SUBSTANTIATED WITH APPROPRIATE HYDRAULIC ANALYSIS. 6. REFERENCE CITY AND COUNTY OF DENVER STANDARD DETAILS S-34-Ia12 AND S-34-13.26 (TWIN MODIFICATIONS). TYPE 16 COMBINATION INLET NTS A . In. ma.e a!h raw r aeW a• •li[I lwC A ae. r one r 1'R w owxw w swwew eve aeeWR I:I 1LOR Rek P eItIG '-yt r. IwR :nI SECTION a.m oanalc PLAN VN1V SECTCI A -A OUTS •Le S . M•4eKee1•eL. :e.... ,......I.V WI F �IR.Wa �iiawwwi�. nww" a !�i �wmoci wswYml �. OYN n 1 AO.I.wO:w e•evMRLY w•er�lw awse®�°e•s a!°Pi �m e. �" ee� vi a"aer"n®' •'x" w p,xe _ xA. wn . eau w �eR tl ea • wale Nt .lGKw K110Yl.. ww_w.w�Y,•T • A•m A owl eK, wa6lls iw uw tl •wea e IlY ewaew l,esl, a. w6 • even nrw ww,eo_wwynwwwe •nwl,TK•stl .LIYm tl K LLV' l e1.n. OgOVlwl•w.�ewll •Il,t •wIrt•ww•eA6 /.. wl •RlwleY. Rw YKbYrK w.e Y.l. •l�r a� • w. rt eesL wlel K a� we enc r NWe110� •• ama wK I! K �, wuw•n awlc reoewx a mldl, r w e •nx_ wAl• • wrt. w K w,wew r.. ••wlew w K ,♦Isr xsw♦w>< I:xly � M M1A..'.Mt-M nYlll.l!) A Alai K e R10O.1M eAwe••1 n.1lllerl. eAn •I.Oe PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION BEMOON NO: 1 DRAWING URBAN AREA DRAWINGS DATE; 0.V/01/02 1806 STREET STANDARDS AJ � F SECTION A -A Of STD. MN. MIN. III DEPTH DUAL SLOPE ISLETS (Y) (D) (SO) SINGLE 3'-6• 15• 1.0% DOABLE 4'-0• IS" 1.3% TRIPLE 4'-6• 21• 1.8% QUA) 4'-6• 21• I= W07ES: 1, CASING SPECWrA7HONS: A.S.TA. A-48• WITH A MINIMUM TENSILE STRENGTH OF 25 k!i (CUSS 25) 2 ALL CASINGS TO E LIPPED N ASPHALT BASE PAINT. 3. MRNMLII/ CURB OPENING AREA - 150 sq. In. c� L Z z UZ LLJ W O WW a ¢ LLJ Of won wwzaa �U~O_wW W}Z F Z} W a= m 0 mH U Q OQ fn Q Z> 0 W Fr W 0 Q N F--Waa WdJU)H Z 0- la- 00-ZwD :::) H Q Q Q Q O O Q O L� LLJ Q O- W nf ^ L1 z � LL Z : g W� }}rrff�77N,55((ii 85 32 w W♦` y W H Q 0 Z 0 rn > o a w IY � 6 z T� (n H (n 0 O a Z Z U0 PREPARED UNDER THE DIRECT SUPERVISION OF } } m DOm EC/StF a a w ao 0 6-1 0 W �PQO Wye,p (�In v0i LzD cYi �O PREY fir„ O _ > w a 0 W _ 28262 T"• �• AF I- Z AND Uj O MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING J City of Fort Collins, Colorado - UTILITY PLAN APPROVAL W W APPROVED: D� J 0 Director of Engine ng Date LLJ CHECK D BY: N Water & Wastewater U 'lity Date \ /-,,47 WY CHECKED BY: Stormwater Utility Date /04 CHECKED BY: Parks &Recreation Dote � CHECKED BY: Dote C• SHEET A* OF !R CHECKED BY: - Fo it B JOB No. 9164.14 C 28 1 Curb Inlet Gravel Flter (Approx. 3/4" n Diameter) + Wire Screen Concrete (Approx. 1/2' Mesh) Block O 2 x4 Wood Stud A we Screen `Gravel Filter PLAN VIEW Overflow Runoff FRterod Water Wire Screenn 11 rr 1 I' 2"x4" Wood Stud Curb Inlet SECTION A -A Ip Generd Notes. 1. Inspect and repair filters after each CURB INLET FILTER storm event. Remove sediment when GRAVEL we half of the filter depth has been flied. Removed sediment shell be de- posited in an area tributary to a sedi- CITY OF FORT COLLINS, COLORADO ment basin or other filtering measure. STORMWATER UTILITY 2. Sediment and gravel shall be immediately removed from traveled way of roads. APPROVED BY: TE* EViSIONSA - D-25 1 Typical 5ilfsack$ Construction INSTALLATION DETAIL DUMP STRAP I" REBAR FOR BAG REMOVAL FROM INLET OPTIONAL OIL ASSORSENT PILLOW LENGTH = WIDTH = DEPTH = QUANTITY = • SILTSACK - .-e 1. Excavate Trench, 2. Place and Stake 4" Minimum Depth Straw Bales Wedge Loose ` Straw Between gwQatt`h Backfill .. �.o., A Y a 3. Backfill and Compact Excavated Soil Stake, r-Strow Bale Backfill CROSS-SECTION VIEW O �` General Notes: 1. when used os a continua's perimeter STRAW BALE DIKE filter barrier the maximum tributary area is limited to 0.25 acres per too GENERAL INSTALLATION feet of barrier. 2. Inspect, repair, and replace (if necessary) the filters after each CITY OF FORT COLLINS, COLOR ADO storm event. STORMWATER UTILITY 3. All bales must be replaced after 12 APPROVED BY: months unless approval is granted by A the Engineering Division for longer use. EVISIONS. D-26 EXPANSION2 EACH 11 IF DUMP STRAPS 'IF Z NYLON'•- 2- FLAT WASHERS) BAG DETAIL CURB OPENING SILTSACK DETAIL (FOR INLETS TYING INTO NORTH TRIB. STORM SEWER) R4353 Bosh" Grate with Frame 1Md, Icy Utol Weight 210 pounds FOAM -DUMP STRAP r- --rsr- i _ I n7r rJ(� -- 1 ' .4 �L BEEHIVE GRATE DETAIL (SEE SHT. 17 (STA 12+50 DRAKE ROAD) • • Gutter or - Apron 1: 12 MAX Slope Straw Boles Si with 2 Stakes Per Twine Point A Must BeHigher ThanA int BB T SECTION A -A Flow � , I 13. C- PLAN VIEW twft now r Compacted Backfill y PROFILE VIEW O �` General Notes: 1. Inspect, repair, and replace(if STRAW BALE DIKE storm necessary) the filters otter each CHANNEL APPLICATION 2. All bares must be replaced after 12 months uress approval is granted by CITY OF FORT COLLINS, COLORADO the Engineering Division for longer use. STORMWATER UTII ITY s's Trucated Dame g Warning Panel Section A -A NTS Note: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shal I be red, no other color is approved. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. LEGEND: BOC- Back of curb FL - Property Line PT - Point of Tangency Truncated Dome Waminp Detection Plan Locations Truncated dome panels: 1-2'x2.5' 1-2'%2' Ramn 5'-6• BOC to walk w/ vertical curb FLg 5-7" BOC to walk w/ drive over curb PLAN VIEW NTS D-27 obric Trench Filter Fabric Attach Securely to Post Steel or Wood Post kRwoff Backfill Z Approximately 4 X4" Trench SECTION VIEW O General Notes: I. The maximum tributory area is limited to 0.25 acres per too feet of tence. SILT FENCE 2. Inspect and repair fence after each storm event. Remove sediment when one half of the height of the fence has CITY OF FORT COLLINS, COLORADO been filled. Removed sediment shell STORM WATER UTILITY be deposited in an area tributary to 0 sediment bosin or other filtering APPROVED BY: measure. A EvSIONS: D-28 - RESIDENTIAL LOCAL STREET ACCESS RAMPS APPROVED: MRH 09/30/2004 Drawing NO. REVISED: REVISED: Interim 1606(a) Truncated dome warnino detection A o£ e� Flare Varies Ramp Flare 2'l 0" Panels 'Panels O��O"O_.O�O�.0 i Curb Gutter Foe or ron rApA t Case 1-Directional Ramps Gutter or , Apron ROW 4fuvf 1/2'-3/4' L FILTER LAYER 1 1ETER ROCK io 15 MAN' 1. INSPECT AND REPAIR GRAVEL FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 2. EROSION CONTROL MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER. OCONSTRUCTION ENTRANCE Varies Varies :2 Slop"..- 1:12.,MAX Slope �I 6• I�8'{� I -� O W !Y Q 0- Ld 2' CONCRFTF CHANNFI 0- NOT TO SCALE Ramp Flare Flare i 0°0�0� „ 0oo00c BOC 2'-0" o Panels-) 0, Panels) 0"o 0 0"0"00 /1 0 O_O_ Case 2-Non-Directional Ramps Case 3-Mid-Block Ramps Note: Ramp Panel Width 1. Truncated dome warning panel: Install panels along with the concrete 4.5' 2'+2.5' pour for the ramp. The panel material 5.0' 2.5'+2.5' shall be "Cast In Tact Warning Panels' 6.0' 2'+2'+2' or an equivalent material that must 7.0' 2.5'+2'+2.5' be first approved by the City Engineer 8.0' 2' 12'+2112' prior to installation. The panel color Note: shall be red, no other color is approved. Truncated dome panels are Specifications for the panel and avaliable in 2'x2' sgares and installation instructions will be 2k2.5' rectangles. Combine Panels embedded in the provided upon request. the widths to fit the ramp. g concrete ramps 2. This drawing shows vertical curb. For Panels may be cut to no less Section A -A (Center line of ramp) Drive Over Curb the warning detection location shall be placed in the same than a 2'x1.5'size. �-Center line of ramp NTS position 60 back from the Face of 60C -Rack of Curb Curb or FOC -Face of Curb Flow line TRUNCATED DOME WARNING FOR ACCESS RAMPS APPROVED: MRH 09/30/2004 Drawing NO. REVISED: REVISED: Interim 1607(a) 0Ed Z �z� N_w 3wWd tnt- Q Q W Z W W O O W Z 11 �(?~OfW W W }Z I-�m�S �F�mo =a a ELI oQ Of 0 Lj U-1 � Q JNQ� IY ZOf } CD M Weld WdJFnf- z=da0Cl- ZWD (n (n Q Z 1' I 1 W U Q x > w o W = U H W O City of Fort Collins, Colorado _I PREPARED UNDER THE DIRECT SUPERVISION of UTILITY PLAN APPROVAL cr STD APPROVED: f Z O _jLLj 0 �P�� .. o swiryj • Director of ngineer Date (, o� ••Q� OP••�� • CHECKED BY: A lli�t - LLI N 28262 m• Water & Wastewater ptility Date '. •: • •A CHECKED BY: 7 L1J • •• 5. F•AND •Q� Stormwater Utility pate Y Q CHECKED BY: Parks & Recreation Date CHECKED BY: MICHAEL S. BRAKE DATE Date SHEET ! OF COLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND ON BEHALF OF .IR ENGWEERING Date JOB NO. 9164.14 :I C. 28 1 - AT HOLE 16,- - 29" 24• 24• 24' 2r' FOUR N0.4 BARS ES NEEDED6. OF THE ME. • II I FOR 10' INLET IIIlE1S: 30'--]35' W'-N- 30•-1- 35- THREE 1-1/2- HOLES ES NEEDED 10'-10- THE 3 24-1/8- NE. --I 1 �j 1Y 22' 2Y 22 . 24 22• 22• 22• 1r EX,M N0.4 BINS 14• 2 tY , 1• 1• I FOR IT FRET TYPICAL MANHOLE RING 35'�30'-J-30• 30 30'-I-36" FIVE 1-1/2• HOLM DO NOT CTURAL CHANNEL LAYOUT DETAILS W WEIGHTS: CODER - 125 LBS. RING - 135 LBS. OS TOTAL - 260 LBS. 4Q7 ° 4D6 3'-4' COLORADO COLORADO Zv 3 - e DEPARTMENT OF TRANSPORTATION H>S' a1 41z T 413 DEPARTMENT OF TRANSPORTATION �T� S Value 410 I 41t 4t2 414 / TYPE II TYPE III TYPE IV TYPE V TYPE VI TYPE VII TYPE VM TYPE III W a z C d G d 1 CURB INLET CURB INLET YEN. L- TYPE R 3 7 60, 405 r 410 20 4D6 so4 TYPE R 105 12" L- 3-411 z 502 501 Y 1 L I lid L0�1 406 11 o.c. ISSUED BY STANDARD PLAN NO I- 42 -I L� I-vAREs-I 1- 44 -I ISSUED BY STANDARD PLAN NO (DOTTED BARS ARE IN SECTION d-d) STAFF DESIGN BRANCH M-604-12 STAFF DESIGN BRANCH N SECTION A -A INLET WITH DROP BOX H>5' SECTIONS C-c & d-d EVISE DAEE:NOV.I 1992 SHEET 1 OF 2 BAR BENDING DIAGRAMS (Dimensions are Out -to -Out of bar) DATE M-604-12 REVISE DATE: NOVA 1992 SHEET 2 OF 2 _ M 601-70 2-501 IN TOP SLAB (1W.) 3-IIOJ x 5'-0' B 3' R A TOP OF IN / IIAC_. ANIE RING ND COVER GR- CONCRETE OR aw 503 B lY S-M a 12' CLASS B CONCRETE OWNED n/TR W x _ TO BE USED FOR 02 OULIECTOR �10'I- 5'-0• MAX. MAIL 1 1/21 FILL SLOPES C(1NCflEFE APRON. R SPECIFIED ONPLANS CHA NIEL1ZATION 11NLIMTED FOR SLOPES FLATTER THAT , 1/21 Q 11 ECCENTRIC CONE p (,•-2• MN.) T LOP OF wA1 L cOMs,RDC,KN O 4-1102 x 2'-e LONG J-602 T Y Cut. • JOINT >_ 16' WX. Alf M JOINT SEINING � DIAGONALLY _ D1 D1 I m COMPOUND OR ( T T+D cRaR q TOP SLAB PLAN D2NN umm T 6. SAB D 1 YIN. C 51A8 H a 2-501 N TOP SUB (IYp.) s-IQ2 . tt• DRAINAGE BEHIND SPECIFIED IF SPECIFIED PLANS REQUIRED, WILL I_ POPE 3 - 502 x T-T N AND PAD FOR IN ACCORDANCE SKEW WITH SECTION 605. ° THROUGH PIPE °/2 f OF ROADWAY (TYP.) CLASS ° CONCRETE '4 ANGLED LATERALS SHARP ANGLE CS r e 12" 1 ONE LATERAL >NNORT aBNR STATIONING ' . /2' SL 3-1103 x 5-0• ALTERNATE INN p. + B 3" 1 um l:-BMB - 3 1/1•X , 1/2• STA b N 0/4 TYPICAL CHANNELIZATION DETAILS CONSTR. KEY + I SPICEOVER EVENLY ' 4-1101 z 21• + 2IA + I.D. - 2" OAR. 'IRS CILNOMCAL (OPENING - _ ) GENERAL NOTES 1'-0' - - S. a - S,X;4(SEE DETAIL -A-) 4- CONCRETE A4 SLOPE SOl k 302 1. SINCE All PPE ENTRIES INTO THE BASE ARE AIARIABIE, THE II--(-III-I--III-f--III-}-iIF--}-II I I I I I I I I _� o I 3• �b W It DIMENSIONS SHOWN ARE TYPICAL ACTUAL DBENSIONS NO e - P-6' 1'-e' t'-6' r-6' V-6• t'-4' V-3' 1t" 9' 7' CTRS. i- -i- 1- 9" - _ 9X LONQRIOMA /4 fa171r10 BARS. PROJECT 1 -0' W. QUANTITIES FOR CONCRETE AND RONFORCDIENT SHALL ff AS h - 2' T ,' S' 6' T a' 9' t0' 11' I �• f Pt>f REWIRED N THE WORK. (mow MIO a1LVIItT FLOOR OR PIPE NEADwALL. O s I'-0" 1'-2' 1'-+' 1'-6' 1'-8" I'-10" 7-0' 2'-2' 2'-4' 2'-6' 26• + 2W + LO. 6' IBl DEPTH CRNNUINt 9 2. THE PRECAST FLAT TOP WY BE USED ON ANY MANHOLE. THE b - 1 •-8• 2'-0' 2'-4' T-e• 3'-0' S-4' V-8- 4'-0' 4'-4• 4'-e• "A" A A ECCENTRIC CORE MAY BE USED WHEN THE MANHXTLE H HRTGFIT w - 2'-e' J'-2' Y-e' ,'-2' 4•-s' S'-2' S'-6' 6'-2' 6'_e' Y_2 TYPICAL SECTION DETAIL A GYRES Y-2' TO I,'-101 BEDDIHIG MATERIAL 4-1101 tOCAtldl a TOE IS AT LEAST 8 FT. c d d BARS t4 a /4 0 ;a o p e ;a o ;4 a ;5 a is a /6 a ;6 a CTRS. WALL Wnwur ECTION i'-6. 1'-6• -6. V-6• 1'-6 1'-4' -3' it? 9• 7' I CONCRETE APRON O SECTION MANHOLE BOX BASE 9-401 3. THE MH RING (FRAME) SHALL BE SET N A BED OF GROUT. • Cl71NC. CU.YD./LF. 0.161 0.210 0.259 0.706 0.336 0.407 0.457 0.s06 0.556 0.604 SPACE EVE7EY71 THE FRAME SMALL BE SURROUNDED WIN A CEMENT GROIN N • REINF. LB./LF, e.o r.3 1D.] 121 14.E law 23.o ze.e ata s4.e IIB■m ■A[ V) Q TYPICAL CULVERT LAYOUT (11PJ - 71UNPAVED AREA OR A CONCRETE 1XXLYt N PAVED AREA SEE DOES NOT INCLUDE TOE WALL slum 1IlEs QUANTITIES FOR CONCRETE MANHOLE BOX BASE � MARK SIZE _ TYPE Wr' •/FT. BARS I.D. 66' 18 %• 18 FORMULAS 401 54' 18 -- 80' 16 72• Be _ (N0. 16 18 401 4 1 O.BeB nD. LENGTH 8'-1' 8'-8' 9'-3' 9'-10 11'-0" 12'-2- BAR LENGTH - 32'+ZW+I.D. - WEIGHT • 97.2 5 104.2 S 111.2 S 118.2 S 132 3 5 146.3 5 402 (NO. REQ'D. 402 4 NI DAN LENGTH 5'-5- 6'-0" W-7. 7' 2' 8'-4" 9'-G' BAR LENGTH - I.D. + 2W WEIGHT • 1&1 20.0 22.0 239 27.8 31.7 17 17 501 (NO. REQ'D. 17 17 17 17 501 5 1 1.043 LENGTH f 7'-5' 8'-0" 8'-7. 9*-2" 10'-4" 11'-6" BAR LENGTH - 24" + I.D. + 2W _ - 5 WEIGHT 0 (NO. REO'D. 1lENGTH 131.5 141.8 152.2 5'--0' 25+.4 162.5 6 183.2 29 5'-0• 203.9 32 _ 5'-0' 502 1 1 1.04E 22 5'-0' 23 S'-0• 502 4+LEI.+2W NUMBER BARS REO'D. : 3 +(.r +T) IIIWOGHT • 114.7 16 12'-10 119.9 1358 18 151.2 20 '-9. 166.9 NUMBER BARS REOD. - 26 + __+1(WEIGHT•214.2 503 5 N 1.04E J ENGTHQD 13'-5-14'-T IS 24 16'-11 223.9 2623.8 328.5 423.5 BAR LENGTH - 4'-_9•+2(16+W+I.D./2) 1 1.043 12 8'-1' 504 5 fNO. REO-D. { LENGTH 14 8'-8' 14 9'-3. 16 9'_ 10' 18 11'-0" 20 12'-2- 504 2W+LEI.-4 NUMBER BARS REQ'D. - 2 (-0--T2� +1) .._ (WEIGHT • NO. REQ'D. 101.2 126.6 135.1 4 164.1 4 206.5 ! 253.8 BAR LENGTH - 32'+2W+I.D. 1101 -- --- - 4 4 4 1101 11 1 5.313 TM 7'-2' 7'-9" 8'-4' 8'-I I 10'-1' 11'-Y BAR LENGTH - 21' + I.D. + 2W IL W IEIGHT • NO. REQ'0. 152.3 164.7 177.1 189.5 214.3 4 _. 239.1 4 4 4 4 4 _. - - BENDING 1102 11 I 5.31E LENGTH IW'ETGHT 2'-8- 2'-8" 2'-B' 2'-S` 2'-8" 56.7 TYPE I - • 56.7 56.7 56.7 56.7 56.7 2'-8• STRAIGHT TYPE lE 4'-9" 110E 11 I 5.31E (N0. TIEQ D. LENGTH 3 5'-0" 3 5'-0• 3 S'-0" 3 5'-0" 3 5'-O' 3 S'-0- WEIGNT • - - -985.8 79.7 79.7 79,7 79.7 1,2M.0 79.7 79.7 16•+W+I.D./2 - EINFORCING STEELTOTAL•- 1,0375 1,127.2 1,J60.2 1,801.E ONCRETE rNOTE: -CUBIC YARDS 6.0 8.6 8.0 9.5 + m - TOTAL 7.3 11.1 IES ARE RASED ON SAME SIZE PIPE ENTRANCE TO AND EXIT FROM, QUANTA _ BASE AND A 4 FT. MANHOLE ENTRANCE INTO TOP SUB OF BASE. _ BAR LIST FOR CURB INLETS, TYPE R RLvlsloNs M-6D4-1z (� ■ ADDITIONAL MANHOLE RING AND COVER - 4-12 +• >. �I CURB TABLE ONE - BAR Z • B- REQUIRED WHEN L=15 'AND HI>5'. H \ 3-17-94 METRICATKN e' L=5'-Ow WHEN A TYPE R S' TRANSITION _ WET IS USED WITH � A- FORA 1'-0' PAN SLOPE 6:1 409 MOUNTABLE CURB AND A b° 408 593 A GUTTER, 5' TRANSITION L 601 503 so3 1 TSHhU_RANS BE REQUIRED, 2' O -4" r -A TRANSITION SHALL BE PAID ABLE FOR AS CURB AND GIfRER. CURB FACE 1-1/2" I- Sbp6 21< to Gutter ' F�Curti o.C.8• In Rods In 15's ■ Ends Beam F d CURBMµ MOUNTABLEEGUnER I 1-1/2• R I 8" O.C. V c°Da� * TRANSITION CURB -4" SLOPE 12:1 • 2• R + MEET SIMPE OAF NORMAL BARRIER 15' INLET STEPS 18" - - 30" --- 30 30" 30 30' -3', Each en CURB AND GUTTER HERE. 1 o Station One I-1/4 dw _-x pIREC710N 2" clr. REQ'D. Point in 5' Inlet i r -" `- FOR AI,L w -'• OF FLOW, 7-t sos Hz 3 -6 TRANSITION ,- - _ _ S-1/2• a.o. 5-1/2• o.c. GLITTER TRANSITION See Channel Layout on Sheet 2. 46 TYPICAL PLAN VIEW GUTTER 408 B f 8 12' O.C.3' INLET PAY LENGTH 3• 1-1/2• I 8(8.5 16' Max. N0.15 Bar• - 75 18' TO 1• Log I I , 18" Long �A'HT' L=S'-Ow L-10'-0- L-15'-0• _ fi C� 3• Curt Face 3-1 -2 8• TYPICAL WALL Cut or bend Dan to clear Manhole. I I 7 2-Sect.IIB 8• w5nq Fbor 1 407 409 GOT 503 b9 I I - °• :a 9• oc L=S' L=10 15'� 8" b Manhole T 401® dr. 3• clr. -All H t 1 o.c.--I or r3 cN. H Z 5' ®9" o.c. TYP T e� bs 407 b1 12' 3-17-94 METRICATION z K � W CHECKERED fn W 3 W N a- H TOP DESIGN Q Q LL, W 9 O LY (� GENERAL NOTES w V) = w z qe a 3 �O~D-w- Elm AL CONCRETE 9rL1 BE aAss A OR B. w w r z CONCRETE WILLS SHAL BE FORMED ON BON SIDES AND SHALL as I'71ICK. F ZZs >- W Cr _ = m O /� /'' ❑ INLET STEPS SHALL BE IN ACCORDANCE WITH ALSHT0 M 199. _ S m I- -7 ♦- ♦- p H- /" I I 7 ❑❑❑ Cr aNB FACE ASSEMBLY sttA1 BE GALVANIZED AFTER W¢wHc. (_ Q p a (n I� Q +f"lr�l"iT1 EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4'. CURNI AND DUFFER D � W 0_ N W r N J CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND 0 p > FL W � � Q a. THE TRANSITION GUTTER. L,.1 O O V O Z O RLEAPANE. BARS SHALL BE DEFORMED AND SMALL IIN•E A 2' IWNNRIM J () 01' O-' z LY ) 2 CIEVtANCE. I- W LL LL W LL J FO I- DIMENSINS AID WEIGHTS OF TYPICAL M *1O E RING AND COVER ARE NOMINAL Z = LL a O LL Z W � MATERIAL FOR MANHOLE RINGS NO COVERS SILL BE GRAY OR DUCTILE CAST 7 H Q Q Q Q O p Q v NON CONFORMING TO 712.06. RICE PIPE ENTRIES INTO THE NAET ARE VARIABLE, THE DIMENSIONS 9111" ARE TYPICAL ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN 111E WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED Of PIPES, 1 1• STRUCTURAL STEEL SMALL BE GALVANIZED AND SHALL CONFORM TO THE REOUIREMENTS OF 712.06. U) 23-7/8" i' N O 1- _ ,• d ... �, _ V*4 O �, TYPICAL MANHOLE COVER Of �� zs' 24' zY TWO No.4 BARS / 6' O o,M 1 1/4" Lock Nut DRAINAGE SHALL A 403 4 VARIABLE, TITTER TO TABLE TWO. T 7 4 ' C' 0. 0 PLACED AT SUBGRADE o.c O INCLUDE 16• NO. 4 MRS (SEE CHANNEL LAYOUT DETAIL). REGULAR DROP BOX ,Y ,Y d 225 o.c. 40 •--.` I , ELEVATION OR A r.4 FO MINIMUM 3' BELOW SEE CLAW FALL LAYOUT ASSEMBLY ET ON SHEET , NO HE INLETS INLETS °- ' ' - ROAD BASE. THE HOLE 2" All � AND CHANNEL UY'OI/T DETAILS ON 11115 SHEET. . FOR S' MIEN Gi C !' SHALL BE PLUGGED around Js• -n• ONE T-1/z• HOLE O WITH CONCRETE BEFORE " ^ TYPICAL SECTION H TABLE TWO BARS AND QUANTITIES VARIABLE WITH H 403 ACCEPTANCE OF THE NOTE' FOR L-S' L-10' 403 b3 1-1/4' dia. x 24- ACCEPTANCE Ga1V. Steel Rod 10- Ernbedment - 2'-6' o.c. 1 - - Oroual 1/4 3" clr. 4U3 b6 405 406 typical 6 o.c. x 6'o.c. 6"a.C. X 6"o.c. �.c. z f .c. I 3" x 3" x 3/8• Plate 406 4p3 3' dr. �-- 6'-8' ---I - 16,-8" 16'-8= -1 6• O.C. 6, o.c. •CURB FACE ASSEMBLY, SECTION A -A REGULAR INLET PLACE ENTIRE ASSEMPLY BEFORE SECTION B-B 18' TO Q -1 POURING CONCF :TIE TYPICAL END VIEW C d C d NOTE: MANHOLE RING N! Covell, STATION POINT D OUTFLOW PIPE SKILL BE LOCATED �x 60 S03 502 I -502- 5 I 502 AT THE SAME END OF THE INLET. b 8" 50 i 2 32" 413 4 3 Constant 413 403 D3 3" clr. •i 9•O. natant Min.0.5%Slope N 1 I -503 4M - -303 409 b7 11 o.C. b3 bS - /03 1 4 :1 ' - - 9" O.C. 11 po.c. 401 °• 1 4 11' o.c. 40 A 401 407 401 401 2:1 ON 1-1/2• Pipe Spacer TEMPORARY HOLE FOR �I■�I®EMI®E�0iil0 RENDER m ®ollls©Im©mII©IVIIII©�a© Im ar��©mil©�©mil©�Ia�� Im ao�or�Is�o�Io�la fffl� a0!©FBI©• � ©iF'r�l©�I©� m aola�ls • • as»Is � , �a� �>• ®©Im�Im�m�ls��a� ■��o�m�Im�m�Im�Ia� ��I�I�II�I�II�I�I�I�II��II1•I� ��ll�l�t>•It>•��I��Iilllll�llllllllllllllllll■ m��a�ls • . a�Is , , �a� 'H' LENGTH = =1 =15' AND L= 401 402 410 40 ! STEELLB STEEL REGULAR INLETS: - 2'-8-1 '_ " 285 TOTAL QUANTm 3-6 3'-2" 2'-2" 10 7 3.4 305 5.7 528 7.9 747 ARE OUTSIDE 4 -0 3'-8' 2'-8" 12 9 3.7 326 6.0 559 8.4 886 HEAVY BLACK U 4-6 4'-2• 3'-2" 12 9 3.9 334 6.4 571 8.8 803 DROP BOX TOTAL OUANTm ARE INSIDE OF HEAVY BLACK U 5-0 4'-8- 3'-8' 11 4.1 354 6.7 602 9.3 844 5'-2- 4'-2- 3'-5" 13 15 6 4.4 375 6.0 607 7.4 850 6-0 5'-B' 4'-8" Y-11 16 13 16 6 4.6 382 6.2 616 7.6 860 6-6 6'-2" 5'-2' 4'-5` 18 15 18 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 8o 897 7-6 T-2" 6'-2" 5'-5" 20 17 20 to 5.3 430 6.9 664 8.3 907 8-0 7'-8" 6'-e" 5'-11 22 19 22 12 5.5 451 7.1 684 8.5 927 8-6 8'-2' 7'-2" 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 STEEL WEIGHTS - 8-8 7 -8" 6'-11 24 21 2a 14 6.0 479 7.6 711 9.0 554 INCLUDE STRU 9-6 9'-2- 8'-2• 7'-5" 26 23 26 16 6.2 499 7.8 732 9.2 974 STEEL 10'-0 9'-8 8'-8" 7'-111 28 25 27 18 6.4 520 8.0 749 9.4 992 10'-6 10'-2 9'-2' 8'-5` 2 25 28 18 6.7 527 8.3 759 9.7 1001 11'-0 10'-8 9'-8" 8'-11 30 27 30 20 6.9 547 8.5 779 9.9 1022 oETALs ON SHEETS 2 ATq 3. DESIGN TABLE _ GENERAL NOTES � 4. DESIGN OF BOX BASE IS BASED ON STRAIGHT RUNS OF CONDUIT 1•_4- 16- + W + I.D.R OR CHANCE INDIRECTION OF LESS THAN 45°. SPECIAL DESIGN -0• Y pR I ALL EXPOSED CONCRETE CORNERS SWILL BE CHAMFERED 3/4•. S /F AT t'-o' WIWGWA L FOOTINGS AND FLOOR OF BOX CULVERT SHAM BE O OR 70 WrtHN OF ' S•-0• 6 REQUIRED FOR 45° OR WATER. , . CARA RICk OPENING 5. PRECAST MV44OLES AND REINFORCEMENT STALL CONFORM TO USE OC9■N PLACED MONOLITHICALLY. Z ASTMI C 478 (ANSHR0 M 199. FOR 4 h-6 N-C M-Y 1,-6' h•.9'--I EXPANSION T THEREFOR REF MATERIAL SHAM CONFORM 10 AASE P M 213 _ WACONCRET ES FOR TOE WALL ONLY •)- G I AND PAYMENT THEREFOR SHALL BE INCLUDED N THE PRICE m ' 1 T y 7pt t OR NIS 6. CAST-M-RACE MANHOLES SHALL BE CLASS B CONCRETE. TI REINFORCEMENT 0.049 CU. 3.4 LB./UN.. FT. FOR CONCRETE. (BOX CULVERT) OR (WAN). T (NAIL IN PUCE) \ O J 7. STEPS sH91LL BE RECURRED WHEN THE I/NRIOIE IxPn+ EXCEEDS -.: � I WITH TOE WALL I OMENSIONs 'H•. 'Ba•. 'RISE•, N. I I. •1n' AID ANGLES FOR •, 503 a 12' 3 FT.-5 N. AD SKILL BE IN ACCORDANCE WITH AASHTO M 199. WINGWALLS SHALL BE AS SHOWN ON THE PLANS. F- i__ L7 W4 B 1Y (TV.) S. ALL REINFORCING STEEL SHALL HAVE A MR" YIELD STRENGTH - At E-6' MAx 9*-.r MAX I REINFORCING STEEL SHALL BE GRADE SO. _ z z (PLACE To wnm 3' OF OF 6D,000 PSI. vERncAL STEEL STALL BE PLACED AT Q - 6-e• MAXr--r MAX I THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SKILL BE. '-� A. L0 CYLINDRICAL OPENING) OF WWL ALL BARS SHALL HAVE A 2 IRON N CLEARANCE. - •- S'-Y MAX f•-s" MAx • 1'-6' ,'-0- MM. BAR SIZE #4 �5LP �6 - •-: SPLICE LENGTH 1 -3• 1 -7• 2 -0• s } 9. All WE ENTRIES OPEN ANI BASE IO ADJUST£ SHAI FOR BE .�I.�••�� CO>_ m PLAN CONNECTED E, NO CATION OF FL ADJUSTED FOR PPE SIZE, - - J L DES" STRESSES: Fe - 24.000 PSI WING ELEVATION J J m SHAPE, SLOPE, NO INSTALLATIONS ON OF FLOW. DETAILS SHORN ARE - •• M H. Bo OR RISE + I 4 n- 9 U U Q Z Y 501 • 5' CC. ELVATI . NR EXCESSIVE WITH AL INVERTS NC SINE RELATIVE TOP OF FooTINc • ELEV. 3• cTE Fc - 1,200 PSI ('- 7 11NLE55 SHOWN ON PLANS Q Q H EIEVATpN. FOR IXCESSIVE ELEVATION DIFFERENCE BETWEEN INVERTS, SPECIAL BASE/CFWNEL DETAILS WILL BE SHOW ON EQUIVALENT FLAN PRESSURE - 36 LBS./CU.FT. � 1 O CO 9-4D1 pUg1S BAR 3'-0' M e 1•-a• MAXIMUM TOE PRESSURE = 1 TON/SQ. FT. DIMENSIONS ARE FEET (FT.) = j N � w ALL CONSTRUCTION JOINS SHALL BE THOROUGHLY CLEANED UNLESS OTHERWISE NOTED. W p = 9-401 10. FLOW LASS IS AND AVERTS SMALL D FORMED BY SHAPING PUN Y CLR. /4 X Y-Q• 0 1--r BEFORE CONCRETE IS POURED. O NIIFI OUTS B CONCRETE OR APPROVED CRANE �� <R WNGWALL AND APRON CONCRETE SHALL BE C O LO RA DO sot • S ce. s'-1' ++ STUB -OUTS O SMALL EXTEND 2 FT. MINIM BEYOND (XIISIOE W,ll - , - -4 or WITH CONCRETE APRON CONCRETE, CLASS A B. OR D (BOX CULVERT) FOR CSC*(. DEPARTMENT OF TRANSPORTATION V SURFACE OF IAAIFIOIE NN SITISFACTOREY PLIIGbiD. b i oE 10' Iooe1B lw[ ` �4-W APRON REINFORCEMENT 0.89 LB./so. FT. CONCRETE, CLASS A. B. OR D (WALL) FOR PIPES. 12 CHECK WITH THE Lax GOVERNMENT AlIRI0R11Y FOR ANY ADDnroIIA1 1 tr I ' _ J ,r-a,-Y LIVE LOAD SURCHARGE HAS NOT BEEN CONSIDERED. WALLS WINGWALLS Z SANRAIn SEWER SPECIFICATIONS, DETAILS OR REpRATgNS. T 1'-4• t'-Y TOE WALL 1111HIN h/2 OF THE EDGE OF THE ROADWAY SHOULDER WILL 13. THE SLOPE OF THE MA4+aE IXT.ER sHIN1 DUTCH EIIE ROADNM PaaE.E �•'`- �2'-Y REQUIRE A SPECIAL DESIGN IN ACCORDANCE WITH A4SHT0 FOR �=-I STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. C No SECTION A -A DESIGN EXAMPLE REINFORCING DESIGNATIONS ARE ENCASH. PIPE OR BOX CULVERTS I� IN BOTTOM OF �nATr 155uED BY STANDARD PLAN NO STAFF DESIGN BRANCH M-601 -20 O EvT DATE: NOV. 1 1992 SHEET1 OF1 If Colorado Department of Transportation Computer File Information Standard Plan Revised a_ (n - STANDARD PLAN N0. 4201 East Alto ANNRte T+dh: wlw.oldstate.a.w/D�bpP,a af6/DexglSuppa(/YStardwd,/ DOW 6: MANHOLES J - City of Fort Collins, Colorado - - O rP9' Coloodo eouz - M-604-20 PREPARED UNDER THE SOT SUPERMSION OF UTILITY PLAN APPROVAL .A'L'�x:rr.'RAHD Pholte: (303) 757-9083 FAX: (J03) 7S7-9B20 Drawing File Nano: 604020m 03.dwq _. _ _ ,, / Project Development Branch SD Azad Version: R14 Scale: W Ulitr: Elgkh Issued By. Project Development Branch October 1, 2000 Sheet NO. 1 Of 3 APPROVE t�3/o� J LLI � - _ -- -48- - -- -- -- - - - - QPOO REC/Sr Director of Engin efing Date O •SF411YV• <e �, •Qiy O � LEJ CHECKED BY: Milk N •� 28262�n• Water & Wastewater Utility Date :• CHECKED BY: ZA4/ 3/ D7 Ltl • • • • Stormwater Utility Date Y AN CHECKED CHECKED BY: /V-4 Parks & Recreation Date 0 \ CHECKED BY: MICHAEL S. BRAKE DATE Date SHEET iZ OF W COLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND ON BEHALF OF Je ENGINEERING Date JOB NO. 9164.14 C-1 28 1 00 N r U ANGLE OF ORIGINAL REPOSE TO GROUND HE HORIZONTAL NE U% � \ DIMENSION TO SPRING LINE < IN \ BED�INQ*_ j `300 IN Old IAA AA SOIL THEORETICAL POINT OF INTERSECTION OF 1:1 SLOPES. 75 FOR RCP InWUWnW"W°W❑ ROCK ROCK 0 FOR FLEXIBLE CULVERTS � + 900 CONDUIT IN TRENCH CIRCULAR CONDUIT (ORIGINAL GROUND LINE BETWEEN 0.3 Bc AND Bc + 300 ) •BEDDING MATERIAL FOR RIND PIPE IN SOIL SHALL BE 75 mm THICKNESS OF LOOSE SIRUIC7URE BACKFILL. CUSS 1 OR 2 (NO BEDDING REQUIRED FOR FLEXIBLE PIPE IN SOIL). BEDDING MATERIAL FOR RIGID OR FLEXIBLE PIPE IN ROCK SHALL BE 300 mm THICKNESS LOOSE STRUCTURE BACKFILL. CLASS 1. LEGEND r--� EXATIOE EXCAVATION LIMITS ®COMPACTED STRUCTURE BACKFXL. CLASS 1 OR 2 AS SHOWN ON KARS. COMPACTED STRUCTURE BACKFHL, CLASS 1 REQUIRED EMBANKMENT MATERIAL EARTH ROCK Zllffjj=jW BEDDING CONCRETE —�— WHEN FLOW LINE OF CULVERT IS LESS THAN 0.3 k BELOW THE ORIGINAL GROUND LINE. EMBANKMENT SHALL BE BUILT UP TO 0.3 Bc ABOVE THE ROW LINE AND TRENCH EXCAVATED TO BOTTOM OF PIPE OR AS SHOWN. L I CIRCULAR CONDUIT A ELLIPTICAL OR ARCH CONDUIT WHEN TWO MORE IN FILL SHALL BE PLACED CONDUITS THAT THE EADJACCEENTPIPES, IN FILL WILL BE Y2 INSIDE DIAMETER OR Y2 INSIDE SPAN OR //��\\Q��~V��'� IS mm APART INCLUDING WALL THICKNESS) WHICHEVER G��t— R LESS. PART SPACING SHALL BE NE ) BETWEEN OUTSIDE WALLS OF PIPE OR END SECTION. DTH OF IRON CONDUIT WITH END SECTIONS GROUND LINE 300 VA V\ V AA 450 450 TOP LIMIT OF STRUCTURE EXCAVATION WHEN ROADWAY CROSS SECTION IS IN FILL CONCRETE BOX CULVERT 1. EMBANKMENT SHALL BE BUILT UP TO 300 mm ABOVE THE BOTTOM OF THE BOX CULVERT. 2. THE TRENCH SHALL THEN BE EXCAVATED TO ACCOMMODATE CONSTRUCTION OF THE BOX CULVERT. DROP INLETS, DIVISION BOXES END OF CULVERT GENERAL NOTES EXCAVATION AM BACKFILL PATTERNS DIFFERENT FROM THOSE INDICATED ON THESE SHEETS WILL BE SHOWN ELSEWHERE ON THE PUNS. EXCAVATION FOR CHANNEL CHANGE OR CHANNEL IMPROVEMENT SIWl BE EITHER UNCLASSIFIED EXCAVATION OR MUCK EXCAVATION AND SHALL BE NOTED IN THE PUNS. EXCAVATION FROM THE CHANNEL FLOWUNE TO THE DEPTH REWIRED FOR THE NEW STRUCTURE AND INCIDENTAL CHANNEL EXCAVATION SHALL BE PAID FOR AS STRUCTURE EXCAVATION. STRUCTURE FOOTINGS WHICH ARE LOCATED IN ROCK SHALL BE POURED OUT TO UNDISTURBED ROCK WITHOUT FORMING. ALL IN CONFORMANCE WITH 601.09. TRENCHES OVER 1.5 METERS IN DEPTH SHALL BE EITHER SNORED OR THE TRENCH WALLS SHALL BE SLOPED TO THE ANGLE OF REPOSE. IF SLOPED, THE BOTTOM OF THE SLOPE SHALL BE A MINIMUM OF 0.3 METER ABOVE THE TOP OF THE PIPE. SHORING SHALL BE REQUIRED WHEN THE BOTTOM OF THE SLOPE IS MORE THAN 0.9 METER ABOVE THE BOTTOM OF THE TRENCH. SHORING SHALL EXTEND A MINIMUM OF 0.3 METER ABOVE THE BOTTOM OF THE SLOPE. TIMBER SHEETING OR SHORING MAY BE CUT OFF 0.3 METER ABOVE THE TOP OF THE PIPE AFTER BACKFILLING IS COMPLETE. STRUCTURAL PLATE PIPE IN TRENCH DIMENSIONS ARE MILLIMETEI UNLESS OTHERWISE NOTED. RISE l WITHOUT END SECTION 450 WITH END SECTION - - - - - - - - - - - ---- I LIMITS OF MEASUREMENT FOR +900 Ba DR STRUCTURE EXCAVATION Ba - INSIDE DWMEIER OR PLAN Ba+1.9 m FOR STRUCTURAL PLATE PIPE CULVERTS. INSIDE SPAN OF PIPE BC OUTSIDE DIAMETER OR RISE OF PIPE Ba(FLEXIBLE! ) ORIGIUL GROUND "\ 0.3 BC (RIGID ---\ T _ — i --- �- r _--_---_--- F.L. DITCH BOTTOM OF TRENC + 450 EMBANKMENT 450 LENGTH OF STRUCTURE PLUS 900 + FOR APPLICABLE LIMITS OF STRICTURE EXCAVATION, SEE BEDDING DETAILS ON STANDARDS FOR PIPE CULVERTS. PROFILE STRUCTURE EXCAVATION MEASUREMENT FOR PIPE CULVERTS W (OUTSIDE WIDTH rn OF STRUCTURE) W+ --------I r----�J r------I I I r L 11 JL 450 LJ L UMTTS OF MEASUREMENT FOR STRUCTURE EXCAVATION PLAN — ORIGINAL GROUND TTOM OF TRENCH Lp)�AS EXCAVATED 450 450 LENGTH OF STRUCTURE PLUS 900 PROFILE STRUCTURE EXCAVATION MEASUREMENT FOR DIVISION BOXES FINISHED SURFACE OR TOP OF ROADWAY {� ��IWIIWII�IIWII�II�II 900 IIWIIWII�II�IIWI SPAN EACH SIDE SPAN + 1.8 m STRUCTURAL PLATE PIPE - ARCH IN FILL FINISHED SURFACE OR TOP OF ROADWAY STRUCTURAL PLATE PIPE IN FILL TYPICAL CROSS SECTIONS SHOWING EXCAVATION AND BACKFILL FOR STRUCTURAL PLATE CULVERT PIPE REVISIONS ORIGINAL LINE N° MIN. W (OUTSIDE WIDTH OF BOX) r W+900 r 1 450 IT- 'L. LMITS OF MEASUREMENT FOR <v/ STRUCTURE EXCAVATION FINISHED SURFACE OR GRADING PLANE — RETAINING WALL IN CUT do IN PARTIAL CUT P AND A - MIIMUM ONE -PLATE WIDTH OF FIND -TAMPED BACKFILL, OR ONE BOTTOM PLATE ASSEMBLY WIDTH OF HAND -TAMPED BACKFILL. SHAPED TO CONFORM TO INVERT. DIMENSIONS ARE MILLIMETERS(mm)I UNLESS OTHERWISE NOTED. PLAN BOTTOM OF TRENCH AS � ) v sEE DETA1Ls FOR STRUCTURE EXCAVATION AND BACKFILL FOR WINGWALLS �7 I I 1 I 450 LENGTH OF STRUCTURE PLUS 900 PROFILE STRUCTURE EXCAVATION MEASUREMENT FOR CONCRETE BOX CULVERTS L4t50 WINGWALL DIMENSIONS ARE MILLIMETEI UNLESS OTHERWISE NOTED. z Zaf �z w i sr �Wwa� a s w z j wv) LLLJ uzWa- m 0~Jww }Z w xQmLj QW m �Qo0 ::) Of W Cr W W N -U V)It�z>>W}C0m: H wmawmJRnF- zxaCL0a-Zw- 0f-aaaa00< 0 L� W Q a_ w Ulf d w f- Q 0 O Z Z Z CT) I 17) s r r m } m Q Q H 0 LLJ N < CZO U x 1 W 0 Lu _ . i 28262 r^_ r^ V / Af Z AND.Q�� LL I O MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF Jt ENGINM;NNG a � (n JQ City of Fort Collins, Colorado — UTl TY PLAN APPROVALLL' H APPROLLJ = O —J 0 Director of Engi e6ring / Date L+J CHECK BY: AA �— N Water & Wastewater Utility Date \ CHECKED BY: - /-O 7 LLJ Stormwater Utility Date Q CHECKED BY: NA — Q Parks & Recreation Date CHECKED BY: Date SHEET M OF d CHECKED BY: Date ,NOB NO. 9164.14 C-1 _. 281 r- rx co N 1 r•- 1 NEENAH GRATE R-4825-A (24•X30") OR APPROVED OTHER. IrSE SLO,DR r r. AR011/ PIPE FLOIERNE a INLET AND COMMIT SECTION A -A GENERAL NOTES 1. MAINTAIN 3' MINIMUM CLEARANCE FROM STEEL TO EDGE OF CONCRETE PLACED AGAINST EARTH, AND 2- MINIMUM CLEARANCE FROM STEEL TO EDGE OF CONCRETE PLACED AGAINST FORMS. PLAN VIEW µ r-0• O.C. METAL AND CONCRETE PIPE LD. PRE O.D. µ I'-o• D.C. SECTION B-B f•NWlD GRADE ` I1• K MAX. � n KIMAK L 24 K EE € A! � Iz K ac, t a - > BK Is K 12 K MAX. 7 2N B K W.i K/iT. 1 I - POSED MART LPIECAs MANIEE BAN ALTERNATE BASE NOTE YwMIM MODE IwYEM O MANHOLE SNAIL E AS EaLOM CITY PIPE sm MIN. MANHOLE DAMEIER E 24 K OR IM b K APPRO\ n K A a N.(wa-) m N. EV1S10 ONER 42 WOES 72 K BURY WITH NATURAL SOIL & REVEGETATE PER RIGDEN FARM FILING 6 LANSCAPE PLAN (SEE SHT. LP-1) TYPE II FILTER MATERIAL TYPE M RIPRAP d50 12" TYPE M RIPRAP SECTION I ' • I� . v ...• .• .• * ,tP ems. e e .. •• '••• TYPE II GRANULAR BEDDING TYPE L RIPRAP SECTION TlaRs eA41EY'twni NBBFtIIr ww WINUMMI 111WV nro Turin :r(:[ K A t nc R w 1BIFMB tRLY I I MEN r •� `ABTIE IO es WY[ ( rIM ■SRrAildl tEcr-MU Yl+isWll eVJNr . PLAN Ill . ran: 1. WE C OIW 17 Fl AIL MATIBBALR ' 1 MAID S M E NM MBCIIED N WE DO161BpC'BFI MYAREAr ]SEND MY INL Uw W Mel ORUnt 3 KnOxi i Raw spit m[w• 00 UE TAP 004EOTMl 110VOEB M M r.1w,. AODM/rwiw_R. TAP CONNECTION FOR CIATHODICALLY PROTECTED MAIN tTY OF FEAT ERINM lIIOlECTMN MPNou70' TE DETAIL EATER AM DRAWINGS Ron e g VNMWWATER LRILIT•1 BEkYnN fNn =\' 2+• RN) AND Ww'R - 600 US, DEN" HEAVY BY MACEM OR APPROYID EOUK o spa( a/M CONCRETE AOAriTIQHT SIGN! GRWTED INSIDE AND OUT ASW C-Fn ECmRMC GORE GROUTED is" "PIT INSIDE AND OUT ASIM C-4n YMIOE SECTIONS BAN 10 CORE AND OR I COLDISH BASE rGNsm °BADE t• K MAX rL n K MA. 12 K O.C. AS 1I®FD 2e wNG AND OD ER - KH) LL DELIVER IIEAW Br IIA,OEM OR APPROVED EQUAL am &/Olt CONCETE ApAISIMENT SHIN 01011TFD INSIDE AD OUT FIAT MN W SECTION IN IAU m I7Q x TOP ASIM c-478 BK _ As1r c-+n S ". YAK MANNOE sEcim 9FE NaIE 12 Iwww Is WK 2K 101'E GROUT BASE 10 COVE + N /rT�■�) E19GE NE QIT T z ' POR+m awaE1E ;' ;:E BAN BKi- 7 s STANDARD MANHOLE OF FORT COLLINS, COLORADO NGINEERING SERVICES UNIT ED : DATE: aS: D— 3 HOVE: NWNY)Y MSEIE MPAEIR or MANHOLE SHALL BE AS FOLOWt PIPE SIZE IrN. MANNOE DIAMETER 24 K OR LESS 40 K 27K To 42K DNQ wK OWER 42 MODS 72 K �{ 2 16' 6" 6 • a 2' TRICKLE PAN CROSS SECTION NOT TO SCALE 2 K NWL r + ti M1 r G K POSED MVEIIT PECAS/ YANHOIE MN ALTERNATE BASE SHALLOW MANHOLE WITH FLAT TOP CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT 29' 5-1 3. I— STONERIDGE SPILLWAY CROSS SECTION NOT TO SCALE CLASS A BEDDING CLASS B BEDDING Trinnch width as specifies r-j Trench width asspeeffied 1-1- I Tr Ln.nch TpR of Torch 12• Min. 12• Mn. C-,p-,Nd SIopkq BackA DAn9 y BackfN :� • .. ..I- . -y . BNB• (min.) B (e` (4 Mw)Mate Material or d"kfN 300D P.SI. Concrete CLASS C BEDDING ROCK EXCAVATION �--1 Trench width as speelbd �� Trench AMU s specified I-/ 11r Min. Do sM canpacted Backw l + BC L Unlib iyre Gled + BG .. ck Raar Compacted Sdo&W Graded 1/4 ftj- - Ca GranularB Granular Moterici - pacted -1 G• Min. Moterld ar BackAh (4 Min.) UNSTABLE SUBGRADE SUBDRAIN DETAIL �-7 Trenneh width as specified I I I-� �--I irarwHn widths spec"el I^� I T D-ody '- - tr Mist. "ter C"Mocted MOW BaekIN Cc-pm"d - unlfarm traded GrewN "ter Material } •re 1 1/2• Rack B Mln. -T r o Slotted tags St:!BrcAan Concrete, Etc. (If ReGuked) General Notes: 1. Trench Widths shall be as specified BEDDING REQUIREMENTS on plans. OF FORT COLLINS, COLORADO COLORADO 2. Bc - outside Pipe Diameter. m ENGINEERING SERVICES UNIT 2. Refer to the storm drainage APPROVED BY: construction standards, section 6, A : -Bedding Moterials" for gradations. REVISIONS: D-1 YYHIHt IfNORAIIT MILER D EQU asp APPROVED EWK III ".-a2 IT. T-EIGE OF tOCE )UN Tad DIAL DEPwi AWNALT PATCHING J/4• IIEipUID EAP, 901 .qwl Must S R E 1� YM YlM 3/C NOT�O+MED .WONT SEVER. / / 1/4• IEMSS �ONREW PAVEMENT Ax xsr emR.Nan rAYenENr� •NnENr YOtTM� —L i. • GE UNS IIELNIESS IMIY rI1En:+13f QlIaE1E QdOf R•DS NO LNSIIRETACAL MA H RA_ MATON (ROR SLOE O ROADWAY. B�(+TIOR (rs• oa rasa) A �fi rAVVDIr ML OVM ATIYLT M10WIG L HDl Ba+AMMUS PAYOEMT PRECAST WIalE1E athE R41a9 .: _ aEw INAH PRECAST INSDI 307111111 - \ \ ere NL Mill (�r� raAtt rs•) A ADJM MMEOLE DETAM SINGLE PIPE DOUBLE PIPE TYK or PIPE HEMMNL DIMENSIONS TOE OF PRE HCAOWO L DIMENSIONS D - PRE DIAMETER _ D - EOUn+ALENT CIRCULAR DIAK7ER C • W-(3 •D)+1B• A Is IN-(N3N•0)+ 18• T - a • N ((VERIEST NOW) T - a4 • N ((NIFAREST NCI() mw3nTo CROILM B - 1.5 • D (3C 1MYl1Y) L- W+ B B - 1.5 • D (Jo• ) ARCH L- M+ B NOTE: VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED. QUANTITIES FOR ONE CONCRETE HEADWALL (CUBIC YARDS) BidB E!I.�ilw F??J In::1w E::wGr:::w M'aw U: _T9 F?.��i?i14:.'w 6ra'w■ 4�]..'w� BI: PJ F? �J B■I:�:19� '',. IIIII� II� � � IM I� I� I� I� IIF� II�lZ7 tre7II �ERir�9i� EPA IS M N 6®7F7If� ® M N M M MIRE ®FA'71� If+� M M M ®II�III�I�I QUANTITIES FOR ONE MASONRY HEADWALL (CUBIC YARDS) uN�sM!TW)IwMHewn::iwB.rwn>wMa:roll::'wFiewu:�wF?ewnuwF?ewn:lwB•4•wB :'w II�II�II�I�I��II�I��+ •�I�rI�III��.�rI��II�.r', (GENERAL NOTES 1. RENSTD CD011 M-e01-12. (REFERENCE RBD2 sEctiow I) n waEs MAYMw O E MNetNR GpN OPtNRIQ YBST IdAEI GEAR O OBSTRUCTIONS 000 .ga° sMEL lE a4000°< wim MAN - n }}°�(�o Co,R,,,',QQ1%$'OR ES DENT N T • .0 oo• o�oo$° ° +�:o��po�oo s is aEET Ns HTIMANI GRAVEL POLVERIRDE DBE. SECIHON o2s44) BeNUsr BLOW °GNOSIS BIOO I -2. Car BLAO( N o2e44) FIRE HYDRANT DRAWING CRY W 1� Cry fizM CONVINQC110ii MPRDeFDt r am, iAtO Aw D�AII3 D111E 1 W. TIAMlMWAlQ a+var pMMll 0 Mls 6 . HEADWALLS FOR PIPES 15' TO 48' DIAMETER CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY: DATE: REVISIONS: D-1 RESET VOMITING OBE F GREATER MAN is INCHES 1/4 IN. aO5 STAINLESS 57EEL STRAPS (TO K USED WIN REDWODD SKIDS) STEEL CASING - 8" �--OUT-OUT EX. PIPE. 8' _ SCHEMATIC BOX FOR NORTH TRIB. CONNECTIONS r� NOT TO SCALE go PRECAST CONCRETE RINGS I I I I REINFORCED I I CONCRETE I I 1 I WALLS I _ I �l i�II 1 1 i \ \ �I REINFORCED- CONCRETE FOOTER ^- -ASPIC PRE SPACERS PIPE CASING SEAL CARRIER PIPE TRANSMISSION 1111E SUPPORTED BY CASING SPACERS. NOTE: CASING SPACERS MAY BE ENTER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. STEEL CAMG DETAM car ar iasr adonis �� IO� 11{TAII, Tnezew:zs�vmar Ell 010E E✓"^0 2 IMIIIWI I1R. EI, >r IyoTES CUT OUT TOP OF EXISTING PIPE AFTER WALL CONSTRUCTION. INSTALL CONNECTING PIPE IN BOX WALL ABOVE EXISTING PIPE. INSTALL MANHOLE ON OPPOSITE SIDE FROM CONNECTION PIPE. BOX SHALL BE CONSTRUCTED TO WITHSTAND H-20 TRAFFIC LOADING. REINFORCED CONCRETE WALLS 1 I I I I I I I - , - T `\\ �n� I I 1 I i � IL--- I —J \L--- -- -- — — — — — - H Q 0 c � In cDFr �z zw w 0 W W1- <Q W IA1 Z=) Of - W(n=W Z�d� �cD~D-w } FZ>- ]-mO �m H2iL-� It w O[LJ N O W W to >a_>aaa J w)Of�zo ZO vf )_0 F" W a a W a J Fn t- �HQQQQOWQ 5 �:2 Lv ti< r Z to W Of 0 z r7 (n (n O Z Z u0 PREPARED UNDER THE DIRECT SUPERVISION OF 0] } m C/StF Q Q W o O z ..... V)) V)) <Lj U; ;O W 0 U •� 28262 A '•.....•••�C3 f Q' Z AND LLJ MICHAEL S. BRAKE DATE COLORADO O P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF dt ENGINEERING —I City of Fort Collins, Colorado UTI PL PPROVAL APPROVE W _1 LLJ Q ClDirector of ngine Date LLJ CHECK BY: ��t1�7 • N ot,�L(jr//[[&��WQQastewa er U/t' D6te" \ CHECKED BY: III& /- 3/-O.7 W Stormwater Utility Date Y CHECKED BY: _ �►4 — Parks & Recreation Date 0 CHECKED BY: Date SHEET J* OF At CHECKED BY: Date ,MOB No. 9164.14 C. 28 1 00 N tr i V X I"LAN VILW NOTES 1. Ramp landing shall be concrete colored with 4 Ibs/cubic yard Davis No. 1117 (Tile Red) pigment or approved equal. Davis Clear Sealant or approved equal shall be applied an all colored concrete surfaces. Not Colored 2. Colored portion of the romp shall be poured separately Concrete and dowelled into adjacent concrete with a minimum of 8 1 12 � slop. Max. 6• equally spaced, 18 inch /4 deformed bars driven 8 inches •:., minimum. 96' .,: '�. 3. Transitions are to be soared perpendicular to travel direction with six 1/4 inch deep tooled 'pints 6 inches on ..,T� �- 17 center as shown. RAMP WITH PARTVLLY COLORED CONCRETE 4. No Joints are allowed in the flowline. Six Inch wide Curb SECTION A -A or Dummy Joint" may be tooled no closer than 6 inches from flowline as shown. N.T.S. 5. Minimum concrete thickness is 6 inches. 6. Joint Pattern to be according to *Intersection Gutter Detail (Detail D-16 and D-17) or as determined by the City Engineer. 7. Swirled wood floot finish is required over entire surface of ramp and transitions. MID -BLOCK PEDESTRIAN RAMP DETAIL DETACHED WALK. DRIVE -OVER CURB FOR NEW CONSTRUCTION AND ALTERATIONS PLAN VIEW NOTES 1. Ramp funding sholl be concrete colored with 4 Ibs/cubic yard Davis No. 1117 (Tile Red) pigment or approved equal. Davis Clear Sealant or approved equal shall be applied on all colored concrete surfaces. Not Colored Concrete 2. Colored portion of the ramp shall be poured separately 1 12�ps and dowelled into adjacent concrete with a minimum of 8 8 inches .. him 6• equally spaced, 18 inch /4 deformed bars driven minimum. .. Dior C.. onc�ete -_ 6• _ •-•, �';'e 3. Transitions are to be scored perpendicular to travel es T direction with six 1/4 inch deep tooled 'pints 6 inchan �- 6• I center as shown. RAW WITH PN1fWLY COLORED CONCREM 4. No )pints are allowed In the Bowline. Six Inch wide curb SECTION A -A or Dummy Joint" may be tooled no closer than 6 inches from flowline as shown. N.T.S. 5. Minimum concrete thickness Is 6 inches. 6. Joint Pattern to be according to 'Intersection Gutter Detail (Detail D-16 and D-17) or as determined by the City Engineer. 7. Swirled wood float finish Is required over entire surface of ramp and transitions. MID -BLOCK PEDESTRIAN RAMP DETAIL DETACHED WALK. 6" VERTICAL CURB FOR NEW CONSTRUCTION AND ALTERATIONS t3Sfaorr PVC traf�i'c' sign ln�ide fac� c expos Median Width Table egg. concrete Non - less than 5' We=full width AN wpmseald l oured \ of median Wm - >5' to 8' We=12' General Notes: in olithic Non = >8' to 18' We=18" 1. The median design and layout shall Include curved transitions per AASHTO criteria. No angle point transitions Wand min. 2' 2.Exposed aggregate concrete shall be an approved COOT Class 8 mix using Davis color "Son Diego Buff' VIEW an an approved equivalent. 3.Exposed concrete in the medians at the ends shall be full depth from top of pavement to finish grade. 4.Medim shall be irrigated and have an approved irrigation design. The design will include a street address for billing reference as per COFC Water Utilities. 5.The landscape area shall be scarified 8" below subgrade. See Section C-C 6.The landscape area will be filled three inches (3•) from the topsoil. The topsoil and of �eeyk� Exposed tre .K cilRcr�ie° Ran Epwpqr°°dole Wland We top with on opproved placement topsoil shall be field inspected and approved by the COFC gn clricr✓sts lJ Forestry Deportment. -.' �� ri• nb wnwit //\ /\\\ �\� SLU�O.. \\ Peve. SEpoEa'i ScviM1•G NM 1 1- aed �11I�Compacled Fill SECTION A -A SECTION B-B Dimension varies - 'per design' B-w"' A frj fff ffr (Landscape rrr rrr r� _..:.B....'. A r A ea' rr r _ r rr rr rrf � rf , rr � rr '. _•,>....,_. _ ( No angle point transitions All curvatures per AASHTO Standards LANDSCAPE MEDIAN APPLIC CUT -IN CURB W/ EXPOSED AGG. SPLASH STRIP LATION BLNAME: MEDIANi CITY of FORT COLLINS, COLORADO APPROVED BY: DATE ADOPTED: DATE REVISED: 9-4-98 ENGINEERING DEPARTMENT 10' TOPSOIL FUTURE TRAIL WIDTH TO BE COMPLETED s J �O+ L 1 L o. 'u t Y 1 3 Y V � � o c C a O O o� - U O • 1 O i av O t O 'C Z •'t CITY OF FORT COLLINS ABUTMENT LAYOUT Park Planning and Development (FOR POND 269 CROSSING Standard SEE SHEET 30) Drawing BY THE CITY OF FORT COLLINS NOTES: EXPAND CONCRETE AT CENTERLINE 1, 3,500 P.S.I. CONCRETE. CENTERLINE 2. FIBER MESH. 3. CONTROL JOINTS: 10' C-C; EXPANSION JOINT EVERY 90'. CONCRETE TRAIL THIS PHASE 4-ALL CONTROL JOINTS TO BE SAW CUT. 5.1% OUTSLOPE ON TRAIL SURFACE. TOPSOIL 6. RECONDITION, LEVEL BASE UNDER TRAIL. 7. BACKFILL SHALL ALLOW WATER TO DRAIN AWAY FROM TRAIL. FOOTHILLS CHANNEL TRAIL 8-CONCRETE FINISH SHALL BE "ROUGH BROOM". CONCRETE COLOR, 2 LBS. PER SACK, YOSEMITE BROWN. DIRECTION OF TRAVEL HEIGHT 2 KEY 3 FULL DEPTH ROAD SURFACE 6• 12' LENGTH SPEED TABLE CROSS-SECTION N.T.S. CURB AND GUTTER VARIES 55� BEGIN TRANSITION TO LIP -�-I FROM FULL DEPTH SPEED TABLE • ROAD SURFACE 2, 3" FULL HEIGHT EDGE TAPER CROSS-SECTION N.T.S. FrAImARD WrAM RAISED CROSS WALK D-27.2 CITY OF FORT COLLINS, COLORADO I lurnsfo� ENGINEERING DEPARTMENT APPROVED 2-96 4 1 3 1/2• BY 1 1/2^ ,%% BARS j4 BARS O V-6• C-C 1• Weep Hole, with l' sack of gravel 0 o iI4 BARS' /4 BARS O 1'-6. O.C. r.. 3-6• - 1 1/2• Gravel, 1' thick WINGWALL DETAIL (FOR POND 269 CROSSING SEE SHEET 30) CITY OF FORT COLLINS Park Planning and Development Standard Drawing Median Width Splash Guard d See Notes 1 & 2. Landscaping 1" Radius e X (j Pavement 2' (min.) See Note 3 I o f for landscaping 1 c 1 Outfall Curb and Gutter Compacted _` I Subgrade f;,. (Typical) 1' 16" 1 1'-9" 1'-9" 16. 1 1, 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' joint spacing on the Splash Guard concrete (match C&G joints). 3. For the portions of medians where the 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 median. STANDARD DETAILS FOR RAISED MEDIAN LARIMER COUNTY CONSTRUCTION APPROVED: DRAINING URBAN AREA DRAWINGS DATE: 09/11 /00 ty _ STREET STANDARDS DRAWN BY: BKP TRAIL BRIDGE ABUTMENT TYPICAL SECTION LENGTH IS 14 FEET IiJ TYPICAL BRIDGE CITY OF FORT COWNS ABUTMENT Park Planning and Development (FOR POND 269 CROSSING Standard SEE SHEET 30) Drawing H z w M m J j N U I I I U at l I I r > I l i p J Ic I 01 3 I O, m w 1 .t-• ZI- 3 J 0 ui E ar vv 0 - -0m m Q 0 w N �a 0 _ 0 0 N N U 0 0 -00 c +- a al E w v 7 T ~ of O � ai 0 Z BRIDGE LAYOUT CITY OF FORT COLLINS WITH WING WALLS Park Planning and Development (FOR POND 269 CROSSING Standard SEE SHEET 30) Drawing PREPARED LiNDER THE DIRECT SUPERVISION OF 28262 rn AND• MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING O z LLJ z V Z w w Nww dH ¢¢ wZ jX Lij 5; WWXWzWa �cD~I::LLJ- z FZrwW==mo mP�l- F- of ww LCU) CL O> w w O N Q FX -uL'i1Y D_Z0}OO Fw0_D_wdJw Z=D-M0(LZwD DHQQQQ0n CD C14 o Ln Q (D Lr) O 00 C) UOf Cr) O rn O N O O O N U, O Q' w N O N Q LQCD 0- ZO o LLJ LLJ = to Z � 0) D O Z X N Q F- D_ O z1••{ W 05 W LLI Zi 1•rl � • N ?t w Q 0 r. Z O 0 5 w of 0 Z (V O 0 to II m m N f� m m in a a �`' w o 00aw 2 > Ff) it W 0 _ X N 0 Z _J LL (n J City of Fort Collins, Colorado I Q UTILITY PLAN APPROVAL H APPROVE Lt. Z L 0 Q LL- 0 (City Engi er Date CHECKED BY: AA Z Water & Wastewater utility Date W CHECKED BY: 0 Stormwater Utility Date CHECKED BY: AU - Parks & Recreation Date CHECKED BY: A).4 I Traffic Engineer Dote SHEET OF 1W CHECKED BY: Date • 1 JOB N0. 9164.12 �-� 281 _TT IT- 7 I l . r • • rr a SIDES. PUN VIEW r MNIIRM (L- % V MINIMUM (COLLECTOR) 1V MINIMUM (ARTERMLI .e *+' IIMI.FOR RESID wnq-• USE CONCRETE PAVEMENT DESIGN + 1/2' FOR COLLECTOR If ARTERIALS. PAI MLEI. STREET CLASSIFICIlym w CD55 PAN WIZEN LOVELA IERII of D WREN FT. COLLINS DEPTH or NTERT d MN. a MAX. d Arterial to' 1 1/4- 2 1/2- 7/8- C°Rector e' 1. 2' 1 1/8- Local 6' or 3/4- 1 1/2- 1 1/2' SECTION A -A R+8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. NbTE: ILL IIIInmTT0115 TO HAVE ACCESS RAMPS 1 1/r 1 1 -2-71la r 6' 6- 12- 7 Y 6. ��A��URBAND GUTTER MEDIAN INFALL CURB AND GUI r ro' NOTE Why III" I O yRM, IttNyl beMin. canatnaated 14 khch OeP• Ae curb. SOpe eidewelk•to amb - 1/4' t• 1/r per N. �r 6-Ir e� t' r - f _ Y.R a�_ VERTICAL 6 INCH CURB, GUTTER AND SIDEWALK N.T.S Edge of Sham 1/r R s a Note: Joint 6holl be out 1/4 thickneee of concrete initially. DUMMY JOINT FOR WALKS CURB AND GUTTER DETAILS CITY OF FOR COLLINS, COLORADO REvseD 2 ENGINEERING DIVISION 11-55 I4-86 N.T.S. WA nl � Ij ii ■ }II � ?n rS�WWW --� PAN r-- IWMZ I 0 z La PF o�U,< N1 z KIM. 1. M•AYlarn S>yp• !I� M 4.OI ReoyrohuctPl Pavarherlt. p� yam, 1 y� Sl°Pa ��ooWPP�a• 2 Provide don, Ion, at the hGrcated points a fi � a STRM INTERSECTION CROSSPAN APPROACH DETAH. LARDER COUNTY DRSIGH REITMON NO: I RGURR URBAN AM INVERT STANDARDS �' DA7'B: 08/07/00 7-27 ' �A• % e Curb Tranallon Length of Pori eny Width In Type I W Driveway Width (See Drowirhg 70 ) t Concrete Thickness - minimum �I ,tt Type I - With Detached Sidevwlk OA•* Type 11 - With Attached Sidewalk �Y^ Rehr to e.TNprrfB for minimum rdnowi dkIII haiahe. PERSPECTIVE W . WART RemI, N A mot of Way 1 W •k •Y J .Y �k_l 12 19 w• v v W i Y Iv I V V V '1 . •Y W j .e •A•Y 1 > V I ve ♦ ", Ed Side Atlyl4 r .. n M M A TYPE I x_3•-d Dnv enn, Wide VPiar x�,-d' TYPE II NOTE: 1. Concrete JrNeWey need be provided to the property Empt sIM joint N drkt eontinuN m emerete ASPHALT PAVING DETAIL, (CROSSPAN) ARTIER COUNTY CONSTRUCIION I BEPISTON N0: L DIMING URR'OW am DRAWINGS STRELR STANDARDS DATR: 00/Ol/02 710 i NOTM 1. E7ESIBID PAVEMENT SHALL I E SAW CUT TO OSTAN A STRAIGHT AID NEAT EDGE BOTH PARALLEL ADO PERPENDICULAR TO EXISTING JOINT PRIOR TO PAVNM SAW CUT SHALL E MADE TO PRIOR 70 BOTTOM OF NEW PAVEMENT. 2 ALL SEATS BEIWEEII NEW AND EMISTINO PAVEMENT SHALL SE MAIM WITH HOT ELASTIC ASPHALT FLLER COMPOUND ON APPROVED EQUAL & TOP OF NEW CONCRETE SHALL BE EVER WAN ENSIINGi CONCRETE ♦ i EXISTING CONCRETE CONTAINS M WORaM THE REPIAfnMNT MM /6 rIM Ir 1)N EIBFIs SHALL BE REINFORCED. ORLFD BATE Q AB BAR AD IGIB1E11 ILO , � y � SECTION A -A a DETAIL NO. 4 CITY OF FORT COLLINS. COLORADO ENGINEERING DEPARTMENT APPROV13 SC 8.5 W M 1 Ilr OMA NNE N CENTER - D TEND CHANNEL TO OUTSIDE EDGE 6• OF WALL. WALL Y RAID. at AI1 r G 0 A, C e ! L •¢ a DETAIL "A" ± o P er • hr nc�y ••11 I W �I i INS Kd A�J PLANVIEW SECTION A -A .Iweexie ?t „eerlr aw wla P Nws wns w NrM r r al I IA' let TAINT IO r O h IN• wy wn ROe � • �, ,; Ir REINFORCEMENT NOT SHOWN ) •: r '7" wRN •ION 1 �!� Jr J.aT rua -MhN.r, DIP h,.r S �wN DETAIL "B" SECTION C-C GENERAL NOTES: (MODIFIED) I- SIDEWMJ( SMALL BE 6' DOM Fah 3'-r ON CONCRETE SIDEWALK CULVERT EITHER SIDE OF aLwRT. FOR VERTICAL CURB, GUTTER 2- TOP SLAB OF CULVERT SHALL E SLMO AND SIDEWALK TO MATCH SIDEWALK. SEE D-8 3. EXPOSED STEEL SHALL BE GALVANIZED N CITY OF FORT COLLINS, COLORADO ACCORANCE WITH AASHTO M-111. ENGINEERING SERVICES UNIT 4. KEY JOINTS NOW WALLS CONNECT TG APPROVED BY: TOP SLAB AND BASE DATE: 5. REINFORCEMENT IN NI115 AND BAY BNALL BEM Y FROM E SIDE ES*=D To EMTt. REVISIONS: RCNFCRCEMENT N TOP SLAB SHALL E O 1 1/2" CLEAR. r VERTICAL. CNB AND GUTTER SOWN BACK CURB SIDEWALK ADDITION F� 8- MN. ---I [� 2" MIN EXISTING SIDEWALK NEW WALK ADDITIONS SHALL BE PLACED To THE SAME LINE AND GRADE AS THE EXISTING WALK MATCH TRANSVERSE TOOLED JOINTS TO EXISTING TOOLED JOINTS ADDITIONS TO EXISTING SIDEWALKS CITY OF FORT COLLINS, COLORADO REVISED e-89 ENGINEERING DEPARTMENT APPROVED D-20 RC 9.5 WITH 1 1/2- DIA. • A' er • Ir ec HOLE N CENTER - EXTEND CHANNEL TO OUTSIDE EDGE 6. Jd OF WALL A, " WALL NI.. v fti en""' eIOX Yoh P N C C J RAG. gio! 4�..MWaH B DETAIL "A" 4 Peehr oc�y 4 I'OOr) 4k. UA� PLANVIEW SECTION A -A elNAw IVe Prfus )yam y - -T �MS ee11R OP�.IrN hr� 1 Pr r EI M 1 Vf lay M.'r r1eY Ut AetT 1..••1�•tteNa SECTION B-B r _ ( REINFORCEMENT NOT SHOWN ) nd LrI TMJMyY rua - li nPhe.r '�lm1/.r (I 3 WMI DETAIL "B" SECTION C-C P. GENERAL NOTES: CONCRETE SIDEWALK CULVERT 1. SDEWAIK SHALL BE 6' TICK FOR Jr-0 ON LL"ER SEE OF CULN"T FOR VERTICAL CURB, GUTTER 2. TOP sue OF CULVERT SMALL E LOPED AND SIDEWALK TO MATCH SIDEWALK. SEE D-8 a EXPOSED STEEL SHALL E GALVANIZED N CITY OF FORT COLLINS, COLORADO _ ACCORANCE WITH AASHM M-111. ENGINEERING SERVICES UNIT 4. KEY JOINTS WHERE E WALLS CONNECT TO APPROVED BY: TOP SLAB AND BASE. DATE: 5, REINFORCEMENT N WALL$ AND BAY SMALL BE 3- FROM THE SIDE EXPOSED TO EARTH. REVISIONS D - ,1 rn L REINFORCEMENT N TOP SLAB SHALL BE I 1 1/2- CLEAR. �41IET FRAME CUT r FROM OPPOSITE DADS OF TWO ND. 13 INLET FRAMES No RAN. OU 2 3/6- EQUIVALENT r-r LONG 4 1/4- SECTION THRU CENTER OF MULTIPLE INLETS NO RAI at EQUIVALENT 1-3 LONG ADJUSTABLE CURB BOX NO FI ANGEL ELEV. PLAN it IILET SLOPE 7/8 1 1z 1 1/2'R GROUT 3/4 rAo4 • LOIO G) r. a- TOSLOPE v: (2r KEY OUTLET + > 3/4• UNDr p iBED n FIRM FOUNDATION GICIIb dt .Be FIRM FOINDATON SATIN {' 1 5' � so 1 NV. ELEV. OUT SECTION B-B SECTION TM LENGTH SECTION THRU WIDTH tID1ES 1. FOR PAYMENT PURPOSES INLET SIRUCTIRES SHALL ALSO NCLtIOE 2•-r ONS 3 DUI, 111RNFSIIO/ SECTION AT EACH END OF INLET PLUS SIDEWALK SECTIONS WHERE REOUIRED EHMO INLET STRUCTURE AND TRANSITION SECTIONS. L FLOOR SLOPE MAY E POURED MONOLITHIC NTH BASE. 3. OUTLET PIPE(S) TO E SET FLUSH WITH INSIDE FACE OF K.ET IRLLL. w UNLESS ETERNISE SPECIFIED ON THE DRAWINGS OR OTHERWISE APPROVED. ALL NO. 13 WE, SHALL E tAM5iRI1C7ED WITH AN ADJUSTABLE C.I. CURB BOX. A STD. QUIET DEPTHS AND PPE SIZE ARE NOTED N THE FOLLOWING TAKE. DEVIATIONS FROM TINY MINIMUM !REQUIREMENTS SHALL E SUBSTANTIATED WITH APPROPRIATE HYDRAULIC ANALYSIS. 6. REFERENCE CITY AND COUNTY OF DENVER STANDARD DETAILS S-34-13.12 AND S-34-1a26 (WITH Mo0P1OA71ONS). TYPE 16 COMBINATION INLET NTS ^4 ' .L. FL SIRl1C7IOI1 JOINT REO'D. • EACH END Lip Of GUTTER NQ 13 FRAM: USE NEEHAH ORATE R-3248-AL OR APPROVED EQUAL PLAN E ��E (SPECIFY FLOW LEFT) 24- PLA � N1RB BOX 6 GUTTER OWN 1 TRANSITION I 3 TOP OF CURB GETTER SHOWN r1 2 GIRL AROUND . > STRUCTUURE m BE NNID TAMPED M (2)/M • r 6' LIFT& b Men mtll • • . ONION 0101I . Rt. rated IOt» • NAa or II. » Eaalm Ah JL �: � I I I I .ION a•r maw enww IOtn ONeaa ur aye NWl M r ✓ PLAN VEIN NOW VWRW,v PN lV®NAE1F SECTION A -A atl eit S rl�PW aeerNm�r• Ir IwPNwn NrlNi wNNr n .Mew N.a r arIOitIOn a IOws� mn W W P wahN P .. mm meth aa••ats R. mlN ! (•ION rwlNl P M Mr an1.IO aMMt..M.rNrNl r tlrmn meta a.ry o�i iAW •AN.ArN m•s e.tl rP .was INu. R mlN oen A.9whi.1w AP 0•rNNPmMAIel iMhrNl rq wW Ns All! qIa r wap al mINl1 V aewL • roamerwl4�NMercPw�aN a,trr ar WY N AtlA le arl elY. paN Awl aA lY[ tl 14A1 . laeW meta hhwws e O Nma . a1MrNw AP.1®wre AYh�'MI W,M {w.'fla P�aN a, K IVJI dalY. O eN Mtlr�elNu�ION niN ewlsrr e•W.t •ai��rtnei� .heh�t �ii rtlNewr a rrwrwPW PhM rlr P Meetraw�h Iawrllh iW. Nal!!1 a aVh� V A. WNY Me P.la{ A M MI I� WY P wPN IePIR wed M YYir i.N.ww 1LpV OVA � M MIIO'm tillYf aaNr aL Le A my M n r-worr rw raNsw.waum Pan wwNp PEDESTRIAN nMP DETAIL (For New Const. & Alterations) LUUMRR COUNTY CONS1'ItUCf[ON REV6ION N0: 1 D:11A C URBAN AREA DRAWINGS ST7tR67• STANDAIta3 DATR: OS/01/02 1606 HE -jI I -F 1 1/2- f I-1- SECTION A -A I A OF sm. MN. MN. DEPTH DIN. SLOPE POEM (Y) (D) (SO) SINGLE 3'-8' IS '-OX DOUBLE 4'-0- 18- 1.3x TRIPLE v-6- 21- 1.= QUAD 4'-6- 21- 1.= NOTES: 1. CASTING SPECIFICATIONS: AS.T.M. A-48, WITH A MINIMUM TENSILE STRENGTH OF 25 kM (CUSS 25) 2 ALL CASTINGS TO E DIPPED N ASPHALT BASE PANT. 3. kN*MN CURB OPENING AREA = 150 p. in. W H a z 0 V) 5 o Q a w rr O z 0 F- (n H- 0 O 11 0 z z PREPARED UNDER THE: DIRECT SUPERVISION OF CIO r mQa m �UUj w 0S n(1) o5KA 0 > Li 0 w 28262 " a • •• 0 = Af.AND.e�S eZ G MICHAEL S. BRAKE DATE COLORADO Of P.E. AND P.L.S. NO. 28262 FOR AND ON MALF OF 1R ENGINEERING J City of Fort Collins, Colorado UTILITY PLAN APPROVALW fQ- LLI APPROVED: e 7 D� _1 C) irector of Engine r Date U W CHECK D BY: � - N Water & Wastewater U 'Iity Date \ CHECKED BY: LiJ 7 Stormwater Utility Date Q CHECKED BY: A)4 - Q Parks & Recreation Date CHECKED BY: Date SHEET '� OF 4 CHECKED BY: Date JOB NO. 9164.14 C-1 28 1 jw r- 9 JOHNSON PROPL[ZIY; CARGIIL, INC, , PL .FKONI AGE DISI. = 133 Y.40; PL FRONIAGE DIST. = 1238.16`1 . l-C1�— ee0 eeelr _ d - — "" t _...t -I - _. } l a - .G amm- � --i�ii ® i�w mai -® JOHNSON PROPIRIY I'L FRONIAGE DIS1..- 2587/61j 300 150 0 300 600 SCALE: 1" _- 300' OUTFALL CHANNEL CONTINUES TO THE CACHE LA POUDRE RIVER AREA NOT INCLUDED IN THESE PLANS City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: �� Alt . •- ��s 7y�is� City Engineer Date CHECKED BY: lay Water & Wastewater Utility Date CHECKED BY: & l D Stormwater Utility Date i CHECKED BY: 11)4 Parks & Recreation Dote CHECKED BY: A1�4 Traffic Engineer Date Z (,Z zw 0E- < 3Z ILLI a s !:Lj wV1=wzofa3 m 0~ m w ILL] } Z Fzrwm==m0 j�:ml—�- F__ �aoa �a offn a� H N D U w w w C) w Q — F--wd IL w d J1nH Z=5-a-3a-ZwD Lr O L� C) LLJ 0_ Q W 0_ El- w 0 z 0 w Of E O M O O \ d T � r m } m m w J w J m � I- ILL] U (n C) (n 0 0 ¢ U _ w C) Z Q J I CD V) SHEET MP OF 4V —4- ]� t ' MICHAEL S. BRAKE DATE COLORADO P.E. AND P.L.S. NO. 28262 FOR AND ON BEHALF OF JR ENGINEERING CHECKED BY: Date 1 JOB No. 9164.14 C-1 281 r 1 U / / 4>z / LGL Or LGL Or SLOPE EASEMENT SLOPE EASEMENT DRAINAGE EASEMENT L / / COTTON*VW FARMS 'S :�— . . . — _ sF1 1C SCR` � •:-:•:�'��.�.•.•.•.- NARJH POUDRElRR CO (F • ---------------------- - — ---._ ---� -- = f --- - ---------- - _---- _ _ - _ - _ - 1 ,� i 114/ ZUJI I- \ II - Ilk 1- / / \ 1 I 1-- �� / 11 'G-r Z I_ 0 LGL Or / // / \ >? I I I I / I 1 1 - / 1 11 — X I - I SLOPE EASEMENT , // \\ II I I I I I ` ;; I I r T I------------�/ _ ' 1 11 ��,,�, I II I I= It- _ _ _ _ I 1 1 _ _ I I 1 I --------- _ - / / 11 --� I 1 1 I ==�F �=_ r�tr�� -�\�- ��\\ \ \�\ __I -II --I -� of 1= LLI L=i_ v \ = ---- ---- �� _ -kp - ;-1-- - �I-�="-1-� E � I I �9. r--TT t-I�_J L_IIJA _ -I I _44- II - _- - TI IT —TIT r— -- -- -- — 1 C G� A r? I �G Z Lm ��LEGEND 5 a DRAINAGE EASEMENT COTTONWOOD FARMS o I Li I Q O LGL E' ar LGL'Of EXISTING RIGHT OF WAY ° SLOPE EASEMENT DRAMAGE EASEMENT LGL 'C z LGL 'AEASEMENT I Q p Y RIGHT -OF WAY I EXISTING RIGHT OF WAY u Z a CR/D) I r> ¢p`p ° L TO BE VACATED 01 O T'RIGDEN FARM FILING SIX DILATED BY F o z o — — Q z 3 Y ,L, RIGHT OF WAY TO BE DE ---i _ LGL b' LGL OH a c9 -� _ _ _ RH#IT-oF WAY SLOPE EA T LGL 'I• _ > w _ U -- � RICNT-oF wAY RIGHT OF WAY TO BE DEDICATED BY - I I I I_ _I�• // I I II RIGDEN FARM FILING RIGHT -OF WAY (BY SEPARATEDOCUMENT) 150 75 0 150 300 wL~ RIGHT OF WAY JI I i a z STONER/VICE PUD I I W I (BY SEPARATE DOCUMENT) SCALE: 1" = 150' O --tr111 I STONER/VICE PUD I Z I / EXISTING FOSSIL CREEK RESERVOIR D D D D D D DD INLET DITCH EASEMENT aQ > radoI III City of Fort Collins, Colo PREPARED UNDO THE DIRECT SUPERVISION —I UTILITY PLAN APPROVAL Cif PROPOSED FOSSIL CREEK RESERVOIR APPROVE w O O ==JI, INLET DITCH EASEMENT Pp0•Rf�/Sj D ity ngineer a Da�t�� J WooQ•P`d sHAe�1� Lv i- 11 CHECKED BY: _xAA N = 1 \\ 1 I I I U I _ I JI I / FUTURE RIGHT OF WAY •� 28262 water ec wastewater Utility Date \ - err �\ \ \ J 0 I - 11 \\\ \I\ �t� I I II; I / �� / (NOT PART OF THIS PROJECT _Q W � n CHECKED BY: dU. t't • c.�. Stormwater Utility Date I� AND P� _ Q I I J j - _ , �� SLOPE EASEMENT CHECKED BY: )04 ( Parks &Recreation Date BY SEPARATE DOCUMENT) ♦� \ \\ \\ _1� — — / \ CHECKED BY: /��//' Traffic Engineer SHEET S OF 4W / _ DATE MICHAEL S. BRAKE g Date COLORADO P.E. AND P.L.S. NO. 28262 CHECKED BY: FOR AND DN BEHALF OF JR ENGINEERING Date JOB No. 9164.14 C-1 28 1 ZCn z( Nw w aQWwzV') w =» �3 WWZ a F=ml ->F O UQpa Qn of w IS REGIONAL Cy -JwoOUOOZO z \ wcnx(if zth}U .FOO D E w a (l w a- J Fn � Zx0_m0m Zw0 OF-QQQQ00Q Of O l W Q W G_ a w a 0 R.A. .. N r T -------------------- �1T DRAKE R w zw ot- -------- LLI / / T O O - \O Ill V) F w Z �' IL 3 Of w REGIONAL C w 5 w w m O z=mal~~mo Q oLwLIa x _x `x-- <m 0 LL<WZ ---------------------- —— — — — — — — — — — — — — — — — --------- — — — F J�0tr Z30 Zo -------�--- o_ .(` �iI / / // / /// I i Z J Z d a-O a- Z w O RIPRAP ALREADY 2 I c? ��aaaaooa INSTALLED I I �� - I I _ /+ / / ' is �' " I I _ — — HORSETOOTH R . \ \ + O(10 z /X Fz / X 10' TRAIL TO BE CONSTRUCTED LIMITS OF CONSTRUCTION FOR Q ,rrRik � o - WITH THIS PLAN SET I � FOR THIS PL N SET I d x in x / ai ie ol b END TRAIL HERE / PER THIS CONTRACT I i TRANSITION CONCRETE WALK TO I PAVEMENT GRADE ATTACH NORTHLLJSIDE TO EXISNG I I CUT EXISTINGnPAVEM NTt AS NEEDED X �G� �G O e�c� �'� / / �/ / I S �' • v'i FOR CONCRETE APPROACH. POND 216 I � G 6 DETENTION/RETENTION EGI PHASE TWO IMPROVMENTS, TIE INTO EXISTING 4.5' WALK - I I MOVE LD BARRICADE 50 25 0 50 100 STING 4.5' WALKEXIST. Rj, oQ�I _ -HORIZONTAL /Q` `� A <� SCALE: 1" 50' FIEXI �\� x / / / F� R / / GQ�, �J1� �% �. \� \ I SCALER VERTICAL 5 LA u1 } m NOTES: 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO BE RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY UTILITY EXISTING SIDEWALK REMOVAL CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. PHONE: 221-6700 FULL DEPTH ASPHALT REMOVAL Lli �P J �.' / / / PROPOSED / Lal I TIE 6' IA INTO OZ y / I EXISTING WALK ROW — — — — Q I EXISTIN �lGN MIAs[ TWO �ItOrI�NTf w cc I I WALK 44+42 50 25 0 50 100 � / ; �� / / / \ 1 / — WALK o Z ASMfALT AM C NCIl ��s 6 PROPOSED ROW HORIZONTAL z SC 50 ---------- —----------- _ _ LL M 3 STORM SEWER ALE' 1 WITH THIS PLAN SET / (SEE INCLUDED RIGDEN FARM VERTICAL I� O O O J \ FILING 6 SHEET 4AIS) SCALE: 1 = 5' II 0_ o a+on ♦2.ou RAISED MEDIAN r II ) — � LIMITS OF CONSTRUCTION 44"0 MOVE AN US FOR THIS PLAN SET PREPARED UNDER THE DIRECT SUPERVISION OF } } — BARRICADE LLI L,, m m m RpAPop")4'*00 J J — — 6' WALK — — — — — — I I IPRAP +°'.Qo �P B . F` 2 > w 0 m: PROPOSED ROW _ o� ' iy P LJ --------------------------- 1-- ZIEGCCp b �� "•� 28262�•� CUL C OSSING TO BE CONS CTED j' I — _ _ — — — _ ' — _ Cl` '`Ale • \ \ ••• 10 BY THERS I I _ _ — — Oq0 N \ •p '•.....••• �5' Z o �� £ANDQ. EXISTIN SANITARY S WER � U \r \ I CON 5 - r I S C TED BY 0 ER LIMITS OF CONSIRUCTIOPI� ----- - ---- , --- --- I ---- FOR THIS PLAN S T, J MICHAEL S. BRAKE DATE 0 COLORADO P.E. AND P.L.S. N0. 28262 Q r SHADED /TORM SEWS NOT 'ticp FOR AND ON BEHALF OF JR ENGINEERING THIS CONTRACT \ \ \ \ \ City of Fort Collins, Colorado — p TO BE CONSTRUCTED UNDER � � � _ - _ UTILITY PLAN APPROVAL Z I _ _ � -{, r � � � PROM E O�KOUTS FOR W Q Y FUTURE CONNECTI I- J PPROVED� 14' 111 Q City En ineer Date w ` \ CHECKED B 1�+� — C Yc N Water &Wastewater Utility Dote \ Ill W CHECKED BY: 3✓-D 7 y Of Stormwater tility Date Q CHECKED BY: 10I — Parks & Recreation Date CHECKED BY: 1,4 _ 1 Traffic Engineer Date SHEET OF CHECKED BY: Date JOB N0. 9164.14 C-1 28 1 �V r k i k A- C� STORM / 10' TRAIL TO BE CONSTRUCTED \ \ R TO BE CONSTUCTED WITH THIS PLAN / I WITH THIS PLAN SET S\ \ \ \ \ \ (SEE INCLUDED RIGDEN FARM EXISTING SANITARY SEWER A- z 1 \ \ FILING 6 SHEET i0I ON TUCTED BY OTHERS \ \ \ \ \ ZZ / \ STORM SEWER \\ k LIMITS OF CONSTRUCTION \ / FOR THIS PLAN SET / \ To BE CONSTUCTED \ \ / WITH THIS PLAN SET — 6' WALK TO BE CONSTRUCTED / ROPOSED ROW, (SEE INCLUDED RIGDEN FARM WITH THIS PLAN SET / \ FILING 6 SHEET 406) \ ------- ------ —--------------------------------*-----— — — — — — �_ 50+00 I U 54+00 N+00 5.1+00 54+00 - -�— A- N N c ZIEGLER ROAD — — — — — -- `�—"'°° _ _ `\\ �, 7- 60+00 _ TTI ------------ -- __ o — — — — — — — — — _- — — — _ — — — — — — — — — — — LIMITS OF CONSTRUCTION — LIMIT OF ( — 3=4" PVC SLEEVES. TO o — — — — — — — — — — a- — — OR THIS PLAN SET BE LOCATED BY OWNER. 'O 6' WALK TO BE CONSTRUCTED_ C NSTRUCTI N KITH THIS PLAN SET I / / W I — — — I I / I ROPOSED R ADED STORMSEWER NOT / Z__IF DES MOINES DRIVE"IS OT F----- � F ----.-------� Ir --- TO BE CONSTRUCTED UNDER � THIS CONTRACT BUILT AT THE TIME OF DRAKE � Q. ROAD COMPLETION, PLACE TYPE 1 III BARRICADES AT LIMITS OF ---- i r----- - --- i i --- -- ` i CONSTRUC 1 QN' W U U Q o_ 0 z D c,Fy (Z DRAKE RD. w ZwwOF- Qa wzV�w � Z wN~wa� �wli,wrZ o o L� 1 U< p a N w N o REGIONAL CH NNEL O/��y w w O O U O O Z O \� -i V)wwzwr2x 0 0<a�aaaa0m 50 25 0 50 100 HORIZONTAL SCALE: 1' = 50' VERTICAL SCALE: 1" = 5' /NOTES- 1. EXISTING PAVEMENT SHALL BE REMOVED WHERE NEW CONSTRUCTION IS PROPOSED. 2. CP TEST STATIONS TO BE RELOCATED. ALL ADJUSTMENTS SHALL BE PERFORMED BY THE CITY U11UTY CREWS. CONTACT CITY OF FORT COLLINS UTILITIES DEPT. w PHONE:221-6700 Q W r m J_ WATERLINE TO BE CONSTRUCTED WITH G` RIGDEN FO FlLING 6 -- THIS PLAN SET _--_—--------------------------------------------------- -- -\ BOUND Y ------------- LIMITS OF CONSTRUCTION 10' TRAIL CONNECTION TO BE CONSTRUCTEIf STRAUSS LAKES — TYPE III BARRICADE I �� _ FOR THIS PLAN SET WITH THIS PLAN SET — — — — — — — - REMO DARY V ' / "FUTURE STREET OSED — 10' TRAIL TO BE CONSTRUCTED A EASEMENT FUTURE RAI A E STRUCTURE - "�� / _ 100+00 i� 6. WAU< ROW WITH THIS PLAN SET j ZIEGLER ROA i \ — — — — — — — - --- = 67+84-OS — — — — — --- j _ --------- �.� --- _ _-- _---------- ]4+W - I O'�- 10+00 0001) _— O -- _ es+o0 — 5 3- 4 PVC SLEEVES. TO + E LOCATED BY OWNER \ OD 61 0° - — ---` T — ZIEGLER ROAD ___ _ _ --- - - - --- --- -__ - ----------------------- ---- --- — / II CITY TRAIL AS , TO BE LIMITS F PL GJA TERLINE FOR FUTURE ROW SE - - - -- THIS PLANN CONSTRUCTED WITH D �,' i O \ d p CONSTRU TION STORM SEWER , � �y n ONNECTIONS. CONNECTIONS - I TO BE CONSTRUCTED �!!�11 PREPARED UNDER THE DIRECT SUPERVISION OF r r LIMITS OF CONSTRUCTION / \ J TO E ONSTRUCTED BY OTHERS WITH THIS PLAN SET SHADED TRAIL NOT FOR THIS PLAN SET < TO BE CONSTRUCTED w w m r m �• / / Q `, I FlLNGN6LUIDED R�I,GaD� N FARM , I Q JQ m / \ \ W Q I TOABEC CONSTRUCTED UNDER BY THIS CONTRACT i 0 R E� U U ~ Z _ I TH CONTRACT \1 =� I QP� .... �`St t/� Ul 0 U 6' WALK TO DE CONSTRUCTED / / �' `� O ; F ,' IF WILLIAM NEAL PARKWAY I ._f� �c.� I �, Ey 'B•. I I L j w WITH THIS PLAN SET -tea ` I p > w _ i <� / SHADED TRAIL NOT — — — — 1 — NOT BUILT AT THE TIME OF I Q y �� / k i TO D CONSTRUCTED r DRAKE ROAD COMPLETION, I Q I \ I � � � / �✓ I I I PLACE TYPE III BARRICADES AT 28262 / I I I I J I �` `� I F- n UNDER THIS CONTRA T I LIMITS OF CONSTRUCTION. AND Q• W W M U i J 50 25 0 50 100 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' FULL DEPTH ASPHALT REMOVAL MICHAEL S. BRAKE DATE 0 a_ 0 COLORADO P.E. AND P.L.S. NO. 28262 W Q FOR AND ON BEHALF OF Jtt ENGINEERING cy- 0 ty City of Fort Collins, Colorado — 0 UTILITY PLAN APPROVAL LLJ Q W Y APPROVE 5/�'�/�� ' yD T —i Q -City` ngi er Date IIII j of W p CHECK BY: ,p,�4A 0 Water & Wastewater Utility Date \ CHECKED BY: F ate Y h Stormwater tility Date Q CHECKED BY: Parks & Recreation Dote #r. CHECKED BY: NA -- Traffic Engineer Date SHEET S OF a, CHECKED BY: Date ,JOB N0. 9164.14 C-1 28 1