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HomeMy WebLinkAboutSTORM WATER DIVERSION PLANS TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-03-03PRELIM/NARY PLANS FOR ORAINAGE IMPRO VEMEN TS FOR THE DI VERSION OF STORM -WATER RUNOFF THROUGH IRRIGA TION CANALS FROM MULBERRY STREET TO SPRING CREEK CITY OF FORT COL L INS, 5EC. 1979 INDEX SHEET N9 /......TITLE SHEET SHEET N92...... S7VRM--WATER DETENT/ON FAC/L/T/ES FOR LAR/MER COUNTY Ns 2 CANAL, DETAIL I SHEET N93....... PROPOSED IMPROVEMENTS TO LAR/MER COUNTY N° 2 CANAL FROM STA. 0*00 TO STA. 45#00 SHEET N94........ PROPOSED IMPROVEMENTS TO LAR/MER COUNTY N' 2 CANAL FROM STA.45400 TO STA. 68t 00 8 DETAILS 2,394 AND 5 SHEET Ns5.......... PROPOSED IMPROVEMENTS TO NEW MERCER CANAL FROM STA.01-00 TO STA. 38#00 8 DETAIL 6 SHEET N96........ PROPOSED IMPROVEMENTS TO NEW MERCER CANAL FROM STA. 38t00 TO ST,4. 79tO5 SHEET N97........ STORM -WATER DETENTION FACILITIES AT TAFT HILL ROAD 8 PROSPECT ST.,LFWLS7,8,9,/0 SHEET N98...... DRAINAGE CHANNEL FROM TAFT HILL ROAD TO SPRING CREEK STA.0*00 TO STA. 44t00 SHEET N99....... DRAINAGE CHANNEL FROM TAFT HILL ROAD TO SPRING CREEK STA. 44t00 TO STA. 78f 00 SHEET N9 IO....... PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. 34t00 TO STA. 75f00 8 DETAIL S // 8 /2 SHEET N' //.......... PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. 75#00 TO STA. ///t 50 SHEET N9/2......... PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. //It50 TO STA. I65t 00 SHEET N9/3........... PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. I65t00 TO STA. 204 t00 SHEET N' 14.......... PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. 204t00 TO ST4.2/3f30, STORM -WATER DETENTION POND NEAR HUGHES STADIUM AND DETAIL /3 T. 7/V. R 69W STA75i-CO DETENTION POND NEAR no 0 0 I� J NOTES: I. THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ENGINEERING. IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. 2.ALL ELEVATIONS ARE BASED ON 2' CONTOUR MAF PROVIDED BY THE CITY OF FORT COLLINS. 3.ALL STORMWATER DISCHARGES ARE 100 YEAR DESIGN FLOWS. T 7 N. R 69W. STORMWATER DETENTION i , /IMPROVEMENTS Pik, SEE SHEET 2 C/TY 1 PARK MULBERRY STREET :.LAKE , STORMWATER IN THIS AREA STA.O+lXJ ` , STA O+00 WILL 8E RELEASED 6ELOW THE CANAL FROM ON SITE DETEN710N AREAS. 3� STORMWATER it P �— DETENT/ON l; _ SE£SHEET 2 SEL /5 0 Q SEC /6 STA 3&00 ELIZABETH SIRE STA 34+00 2 L1122?STA.45.00 DETENTIGiY POND SEE SHEET /0 STA 11/450 STORMWATER SRLLWAY 2�' AUW U7 SHEET7 APROSPECT SEE' STTRLGTUREDEENTT8+SSTREET �S7A0f00 STA 44.00 w � _ o ? \ SEC. 21 Z r TA.165.00 / � SEC 22 DRAINAGE CANAL FOR DIVERS/ON OF RLINOFF TO SPRING ` CREEK (N T P ART OF THESE STA. n DRAKE I ROAD SPIL L WAY 'o 5TRUCTUR ze5EC. 57A.2/2f/5 5 RI51 NORTH SCALE / APPRQX. /600' / / LEGENDS --_ - 1600 800 0 1600 COVERED CANAL CANAL S FLOOD LINED (9 SEPAR CANAL SIPHONS /RRIGAT/ON CAI vwup 77)1 GRASSED FLOOt PROJECT VICINITY MAP CHANNEL, I TED RESOURCE CONMTOTs INC Fort Collins, Colorado TITLE SHEET -a) 14 ' OF CQ1yq� MPROVEMEN'S TON Q i + 511s cn vi o-- sus g 0 S IRRIGATION 5104 �- _ — --- s1q� m + CANAL N o� - - _ 5If6 rn ro Ox 5106 5108 5104 NSTRUC ! RAMP FOR T ACC w 5110 t 5112 -5106 --- t VEHICLES MAIN m O ACE 90'MIN.. 3 5116 �- - 1 w x� NORTH 0 0 0 Q D STORM- / 9y 511a 0 0 0 WATER CANAL 41+0 SCALE: r 00' v Q v IRRIGATION CANAL you �o _ [CO 0 o h 200 20 03 N u A4, too I I N \n ii N x rn — I 5119 - 4:1 8 7. — m 41 _ - Q r --.,-_ g CONSTRUCT S/ �8 o vECLESR �N S4v E - f - 1 gGATE N C N� P N STOR WATER A r _ - NAL cv 5117 1p O BET EEN w M S I Y£ H.W. 1�" RM ATER L TERORNI-Wq OAN E ISTI LEFT{ i ,. NA d _ { A -t BANK 7 5iz2 �� _ o NORTH - r OFlLtE - _ - ., a � s r _ 5115 S.� - - _, g CALE_I'_10 - 4 MQk rcj I t -TER ANAL f ~ sii "~ —_ - -pRM �1 T �� 5113 - NpR�NAL f5A$E i REQUIRED r f - �AN 4+00 L 'L. IRR�k{{ _ rRR1GATIO B NK p si his N - AL FILE z� SEE SHEE 0 ANAL + _ _ �t } j ---- 1 atSTp{� 1 WE VAN f Sri INTO Op { 1 tWATE NSTALL N DR v fC l p 1 - i - - - - { ! ?� 51z4 'CANA W NLETS " CAIGAT1 N t- 1 NAL ATER LN Pd -- - NQ �a �o �� CClC24._ STOR i� S__ o --+ J - GANAI 1$ AT�'R ` _ STO hT=WA CA r I - e - 34+00- i� RIGATIO CA R qTI �}- h w 35*O I r_ NA IG r + _ r 0 --'.- i _ i- _ 1 q _ i 1 h _° v ¢---•�,.- 1 ' - ANAL 5I } t ; _ __ -•_ � - �- � - ---'�_ __ - _ j _ � � _- - � _ _ .t - j - _ _ - ry f + E7ciS.fi1NG K PR 4p*0O Sao '''� c� � IRRIG i F TAi4p*OO 1 CAN TO� !-C 50NR- � --- r Iifl IGA rn — h IRRIGATION CANAL - �l ALLOW --- `---`J� F - R O_ — — - _ - TRANS EXISTING ' r-- - - + _ ::-._ - - — POWER W FOR _ _-_----_ MISSION Ll 5 s , 0 �4-00 IRRIGATION /ETA _20 o `'\\ �- RAMPS OR ACCESS sus ne r. CANAL 54 - - Sx TRICKLE o �EHrCLES MAINTENANCE EL.5120 C ROADWAY FOR ` ' h C ANNEL ` �� O to, MAINTENANCBIKE PATH SCH ��— — E ES �O DI AR ST EHICL� o o �-GE 3' I Imo_ �t ORM WATER CpNA�, ST m o 0 $ 20. 1�YR. H.W L I, MIN, <- 5120 _- _ R * - O WATER Nr rYPICAL CROSS C170 CANAOWT MAINTE EDED �/ VARIES A:t _ - ORA EN to C WITH BE Sc I - .�' ST GE REQUIRED ION AREA r 36 R NORM 5 O F - _ _ CON T 2 AF DIS RC UTLE7 N PLEA$ANTRASSES NANCE DISC NOTE: CONS c - _ t - _ RUC -- AT EL-511a.0 _-"...,! R O SO o. STRUCTURE �ALL�Y HARGE 30c.js tfA 'CT A�ESS ` - - _ = - SCALE: 1RR1 a LAKE TRICKLE PAN M ALA aR SPILLW I -100' GATIO (7- CANA AIN GDESAF AY WITH N CANAL OETAIL L S'r NA CL -R TO BE C EL. 5t1a.0 rO0 —'- NAL � I2 �+ �Elil WEST pNSTRUCTED .r...-_- WAY F A_ NCE ES EMBANKMENT DAM AT O I� DIS� C� 3 IO 8 MArNTENA R,E EHPATH O 54+QO JLL Es EL.512p 0 STORM' I -_ -t -- - - - WATER DETENTIpN BE EE EE WIIPOND TO ,'-- YR. HW L 2 AREA MAINT H LOW NOE GRASSES p7 TYPICq CROSS -SEC Na CROSS-SECTION i PL _ - — _- _ _ - _ - - - �_• - - _- -_ - _ _ _ _ - -- - - _ - _- - — - - -- -- - _ -- _ --- _--- - eA �AL EscAE I-sLAKE � NOR %MIN,zEFTCANL$TA,j ICKLfit - E PAN - S - DATE: DRAWly: BY: CHECKED.�BY: DATE:�REYISIOps 60+00 - _ DATE. - --. DATE 65 - - - - - O OQ4 � r R1Gg kc�OuRcc—+- COIYSULTAIYT Fort Collins ltyC Colorado oPos*� ED IIVI PROVE 8r LAKE BENTS To - - col FA MA vE. i 'I I i I, 5114 t - , 51 12_ 51 10 1 � I 1 a i 5106 1 75+00 I f +I I 0 �g IRRIGATION 5110 5112 5112 5112 O O m rn STORM -WATER CANAL/ ,I _ 5112 � t 51Qn 51p8 `r m NORTH SCALE: I"= 100' 200 100 0 100 200 NOTE: THIS DRAWING IS A MASTER PLANNING Oro 510a Go SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ENGINEERING. IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. CONSTRUCT ACCESS RAMPS FOR MAINTENANCE VEHICLES IRRIG ION CANAL s„o22 5� g 5112 `x e�p O N 00 NORTH a , 0 ti STORM -WATER CANAL p INSTALL DROP INLETS INTO U5 SCALE 1''= 100' 5116 STORM -WATER CANAL q, S�� O OC U A i o + 0 200 100 0 160 200 Sol s so s09 5p96 L o9a s s4 2 �1 509a m o �O� -6 N 5100 0 \ 5102 5104 5106 400 NORTH y5g2 IRRIGATION O 5\\b �00 / 5 0 13 +0 O x o SCALE I = 100 M+ o 50- o _ \Jti TORM-WATE A 5 a 2.5112 - r J _ = 51I -- -; - - - - - - - — - - -r- - - *- - EXIST +-- rz-LE F CANAL _ BANiFR M - ---- - - - _ - - - - ---- - - -- - - -- - --- ---- t t - ---- +I } - -- - - - - - - G -- T _ K F - - = - - - - -- -- - - - - - =_ER -- - - - - - too" s110 } - - _ -- -_ _ - — - - - - - -- - - --- -_- -_ -_ - - - -- F]W - - - - IRRIG noN - i - - --- - --- - - - -- --- -- - -- _ -- -- — - - - - -D_RR44;ATKW CANAL-- 5110 - - - - - - - } I00 Y HWL. TOR WA/ CAN ---_--- - + + - - - -- -- --- -- - -- -- - — - - - - - - - - -- --- -- ER -CA- - - - - - — - - -- _ x I _ z: - - --- - 5108 --- - FL IGATICIN EL.51 ---+- CA 9 --- L --- - - - $ - ----�- - - - --- - - - - - COS F OR - RUCT }CANALS PIC C -- - ---- STA SS - 111+50 T_ION TO ST SEE -00 . I28+ ETAI -- 73 - -- SHEET - 14 - - - - - - - - --- - - - -- -- - -- - -- - --- - _ _ -- - + i - - - --- --- - - IRFiGAT10 - FL }E _t. 5t-2R-F- - - _ CAN- - - - -_ - - - - - - - -- - - -- - - - -- - - _- - - -- `- , - 111 - - LG -- - -- - -- - - - - -- - - - -- .- - - - - - -- - --- -- - VIALS- TA.IZ - } - - TA. _- - -T 14 - - - .- -- - _ -- _ -- + - _ - - - _- - - - -- - - - -- - - - - - --- - - _ -- --- --- - 5108 --- - - C.-5 -- - -- .2 - - -- -- - - - - - - — --- - - - - - - - _ _ D' - FL tR IGATI CA t - -- -- - - - -- - - - - - - E - 84 --- - - - -- - 5106 - EL: 51- lERANAL F.T - - + -- - - -- - - - - - - - -- - - - -- - - -- j - - - - - - - - --- - - - - - - - - - - - ---- - - - - - _ -- --- -- --- ---- - - - - t - - -- - - - - - -- -- g- - - - - + - --- --- Zj - FL - EL. - 6..24. - - - - - - - - - - €L. 51 SZ4 - - -- - - - _- - - - ==OD 0 - --_ - - -- - 5106 - - - - - t r FL ST RM-W TER CANAL t + --- - - - - - - - - - _ - -- 51 4 0 - - -- - - -- --- -- - -- t - - L - -- , - . t} -- -- F _ -- - - - -- - i 1 - - --- _ - - _ _ — � Cana A-rEt� ca - — . - - -_ --- - - -- -- - — - 112+00 115+00 120+00 125+00 128+00 128+00 130+00 135+00 138+00 - - - 1-_- ._ •- t• ` J x - - s O \OZ o s r o o h N � 10 IRRIGATION CANAL EXISTING ROW LIN pq \ STORM -WA T R CANAL \ 5094 � � � h �\ 00 \R x0 NORTH MAJOR DRAIt AQE CHANNEL per- FROM DETENTION POND NEAR IHUGHES STADIUM SEE SHEET 14 ;PEAK INFLOW 260 cf.s SCALE: I"=100' O �O 5112 0,0 \r �5114 5094 \� 5116 FIN 5n6 260 100 0 100 200 o . how o 2 4 138+ p S'2 O1 5120 � s O o N v NO o — __ _ _ - - t i -1 � --- - EXIS IN L FT BANK PR FILE -f -- - ----- - -- --- 5112- - - - - + - r - - r 10 5106 5L5i2 510E ,s IRRIGATION CANAL �� NORTH , ' Sp o -- �- - �O `\ s SCALE: I"= 100' - STORM -WATER CANAL \ q�"` EXISTING R.O.W. LINES i - QD -" o--- __- _-9 h 0 5114 51\6 S// 5//4 6 _- _— --_- __ - _ _ _ - _ _ _..- - _ { -- -- -- - -- - -- - - - - -- - -- - - - - -- - - -- - - -- - - -- -5112 fLc t - -- - -- - - } - - t-- - TOP - - _ 5I I 0 - --- -- --- - -- -+--- - -+---- — -+--- - -----�� - - - -�—�-- - - .SOP -- - ----- 5110 -- - _--�-- -- - - - - - -- — -- -- — - -- -- -- a - EM - - ----- -- -- - -- --- --- -- -- _ ---- ---- --- — — CAN ION NO AL t. t IGA - - -- - - - ---- - - - - --- - - -- - -- -- - ---- - -- ---- -- EE DETAIL -- — - -- - I - -- SHE T _14- --- - - - -Q - - - - - -- 510 8 - - - - -- - - - - - - IGOY FOR - _HW.L YPICA -- ORIW LRO - WA S-.SE _ - - - - _ 1 - - L - - -- -- -- __ - -- -- - --_ - - - - -- -- - - - - 1 - R[GfiI DR �4--- -- t C - A__- - - 5108 - - E�5 -- - --- - ____ _ - - - -- _ - - - 7zF- - - - -- - - - - - - - - -- - - -- --- - - - - - 5106 -- -- - - - - - -- - - TER- - ANAL _ - + - - - -- - - - - S=-0. - 4 - - - -- - -� -- - - _ -- - - - -- - -- - -- - - . 20 -- -- -- fL. �ZO - - - - — - - - -- - - - - --- - -- 2 - 6 _ - - - - - - - - -- - - - - - 5106 -- - - --- -- S S_84 -- - - - - _ - + -- --- - -- - _ - - - -- - - - - - - -- - - - - - - -- 510� -- --- + - - - -- S 0. OL74 - - .20 - _ - _ -0. 4 - - 7T- - - - fL - - - 5104 - - - - - - r - - - - - - -- - _ - - - - - - - - -- -- - - - - -- - -- - 138+00 140+00 145 +00 150+00 154 + 00 154+00 160+00 1'65 +00 REVISIONS DATE: BY: DATE: Q DRAWN: BY: DATE: Q CHECKED: By: DATE: Q RESOURCE t� COI`ISULCVCOTS �NC Fort Collins, Colorado PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. 111 t 50 TO STA. 165+00 JOB: 803 ^/ 12 14 5110 CONSTRUCT ACCESS FOR MAINTENANCE 5112 5114� 5114 6 51 5112 D 5104 m s 0 ° IRRIGATION + co O O Ox EXISTING PLEASANT VALLEY 8 L E CANAL INSTALL DROP INLETS INTO STORM -WATER CANAL co ir Q STORM -WATER CANAL Z) LINES NORTH SCALE I"=100 )0 NOTE: THIS DRAWING IS A MASTER PLANNING SHEET REPRESNTING PRELIMINARY AND CONCEPTUAL 5102 ENGINEERING. IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES, 5104 5106 NORTH -EASANT CE CANAL SCALE I"= 100 (0 r \1 O� O 5112 -t --- - - - -- - - t EE' EXISTII`� LEFT ILE - -- -'— - --- -- --- --- -- - -- -- --t}- -- ---- ---- -- — - -- --- - ---- --- - Y i 5110 -- --5110 - - - -- - - - - -- - - - - -- - --- - - - - - - - - - - - - -- - - - - - - - -- - -- - - - _---- - -- -- - - - - -- I- - - - - --__ --_ -- - - - - ]0� H STd -WA - - - - - - - - -- - -- -- - --- - -- -- -- - - - - + - - -- a - -- - - - - - --- - - -- - - - - - - ]60 R. H NL NAL - - --- - - - -- - - - --- -� - - - - - - -- - -- - - - - - -- - - -- - - - - - -- - - - - - - --- -- - - - - -- -- - - --- - - - - - - - - - - - - - - - - - - - - - - - 5108 5108 + - - - - C -AN S-_ 65+ I73+ - - -- - - -- - - - -- - - - - - -- - - - - - --- ---- - -_ - - - -- )- -CpN CT CA A -STA. + A - -- -- - _ _- - -- - - -- -- Fd l L _ SS S TTON }SEE TAIL 3 SH ET 14 T N- C -+- -- - j -- -- L - -. _ ._ FOR= PICA C -.SEC IT SIR I4 -- FIEC �I. .76: - - - - - 4 fi - - - - - - ---- - - - - - -- __t __ _ jlTjt�-- _— _ - _ —�--__ _ _ _ } —_-- _ _— ._—_ —_ _1_ -- _ _ _ _ _ -- —. __ 5106 - - -- - - - --- - - -- - - - - -FL-I IGAT N CA - - - - - } - - + - -- - - -- - - - -- -- -- 5106 4� U- 4 — t - -- - --- - 7EIR- -- - --- - -- - - - - - - - - - -- -� - - - - - - — - -- — -: - - --- - - - - - - - - -- - -- -_ - -� - - -_ - - --- -- — -- — --- - -- -- - --- _ . - l - -- -- - - - - - - - Y - - ---- - - - - - -- - - - — - ---- - -FL EL-S 4..76: - - - -- - - - -- - - - - + - -- GW-: AT _ CAHA - � - t - - - - - - - - - - - - --- - - - -- - - -- -- - -- -- -- -- - - - - -- - - - - - -- -- - - - - -- --- - -- t-- —f --- -- - --F -- - - - - - --- +- - --- - --- - - - -.. S--O. 004 - - - - -- - - - - -- - - -- - - - _- _ - -- - - - - - - -- - - - - - - + - --- - - --- - -- - - - - - - - - -�� - ELF. 4M4 5104 - - - - --- - RM- TER ANAt - +--- - - - - - - - --- - - -- - -- --- - -- - -- - - - - -- - - -- 5104 - - -- - - -- - - - -- - - 0 - - - - - + -- - - - - - -- - - - - -- - -_ RM- -I- - --- _- -- - _ f -- -- i --- -- --- --- - - h — - --- -- --------Y--- - - - - • - - - ---- -- - - ------ -- - - -- - - - - - - _ - - -- - - - -- ---- --- - --- -- -- .. - - -- ----- -- - ---- ---- - - - -- - - - --- ------ ---- - - ----- - $ - t N - r ; - - -T -- - - 5102 165+00 170+00 173+00 173+00 175+00 180+00 183+00 a o o \pk \p2 \ 5\CfJ \pp ,Z s s /\p �5104 51os n\ j CONSTRUCT ACCESS RAMPS I /II FOR MAI ANCE VEHICLES 5110 C mmmmmm�m-m�mmmpmm mimmom MEN m—m M&W., F21"J., iq I 1$ :1 yj - , NEI , p-mm! I9l • � "I• NAL TER •- NORTH SCALE I"=100 -- - - - - - - -- -- — tR IGATI N -CAlli AL -------.--- - -- _E-EL.5110 .60 - --- -- -- - - -- - - -A ATEIL -�ANA - GO - -- _ _ - -- - - } ion nn 8CAKE CANAL T N O __O N----------- 14 LINES I 5110 NORTH SCALE: I"= 100' __OEM �� 1111=������a,�wis•� y�,l: •Ins' M1 OEM � '�; • y� � •" 11' '• IUD :I 1 ..I mmi.mmw •-•a. 1001 MIN 0 •• •• 0 •• 1 IVJTVV DATE: BY:_ DATE: Q REVISIONS '- -- RESOURCE PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL JOB: 803 DRAWN: BY:_ DATE: 0 CHECKED: BY: DATE: Q COnSULTAnTS Inc STA. 165+00 TO STA. 204+00 13 14 Fort Collins, Colorado NOTE: THIS DRAWING IS A MASTER PLANNIN SHEET REPRESENTING PRELIMINARY AND CON EPTUAL ENGINEERING. IT SHALL NOT BE USE FOR CONSTRUCTION PURPOSES. 4.. i� CONSTRUCT ACCESS RAMPS FOR MAINTENANCE VEHICLES IRRIGATION / CANAL STORM -WATER CANAL 5�p0 SIPHON NORTH CONSTRUCT ACCESS RAMPS FOR MAINTENANCE VEHICLES IRRIGATION / CANAL STORM -WATER CANAL 5�p0 SIPHON NORTH • 260 100 • 160 200 •• •'` ' .r mom ME nrt3 Rq;ttlp i WOO • . : is L !1� OOEOO ■ I - Z-1261MIMEN WEI 11111 F / - e ^ -11 MP -MIN N r /,•1//FW PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL 0400 TO 213+30 DETAIL 13 TYPICAL CROSS-SECTION PLEASANT VALLEY AND LAKE CANAL STA. 71+00 TO STA. 212+15 NOTE CONSTRUCT ACCESS RAMPS TO ROADWAY ROADWAY FOR BIKE PATH AT ALL BRIDGES FOR MAINTENANCE - ' 8 MAINTENANCE VEHICLES VEHICLES IRRIGATION CANAL STORM -WATER CANAL I'MIN. d� - - �-i DISCHARGE 3 IlOcfs lb� 4� 5' CANAL TO BE SEEDED 20' _—� WITH LOW MAINTENANCE GRASSES W RESOURCE 55A80 Rimn HUGHES STADIUM� S/ �Fp PARKING LOT S �F 6 S�yB Sim \ i. ......... I JI 100 YR. H. 5140.25 1 I 1 I I STORAGE RE UIRED 1 I I 29 A I 1 I I 5N / 5�56 5616 I SCALE I "=100' 5\58 5�39 5\36 NOTE ROAD ELEVATION BASED ON CITY MAPPING.( NOT SHOWN ) 42" REP OUTLET %PEAK OUTFLOW 1250s. ,, 5136 i—' 5138 5140 5142 5144 5146 5148 5150 1 l 5�50 44.1 5154 — -- 5152 ---- W = 8' FROM STA 71+00 TO STA. 149+50 CAPACITY 200cfs. W = 23 FROM STA 149+50 TO STA 167+CO CAPACITY 360cf.s. W= 25'FR0M STA.167+00TO STA 212+15 CAPACITY 390cf.s. STORM -WATER DETENTION POND NEAR HUGHES STADIUM CONQLTOTS INC Fori Collins, Colorado JOB 803 PROPOSED IMPROVEMENTS TO PLEASANT VALLEY AND LAKE CANAL STA. 204t00 TO STA. 213+30, STORM -WATER DETENTION POND NEAR HUGHES STADIUM AND DETAIL 13 14 14 04 III UNORTH SCALE 1"=100 100 50 0 100 -- - - - - -- - -- - - - EXISTING B PROPOSED /361 STORM SEWERS NORMAL HWL. TO BE 5040E - ---------- ----- / /00 YR. HW.L 50432 REQUIRED STORAGE VOLUME = 39 A. F. / CONSTRUCT SPILLWAY STRUCTURt j SEE DETAIL / SHEET 2 -' CONSTRUCT INSTALL 3611 STORM -SEWER OUT INLETS AND FROM SPILLWAY TO LAR/M / STORM .SEWER ; ° CANAL i FROM LOW POINT TO CITY PARK LAKE 1 ------MULBERRY' STREET--- ` I , , ---------------------- 5046 CONSTRUCT L/NED 8 COVERED CANAL CONSTRUCT LINED IRRIGATION SEE SHEET 3 �I m / B STORM -WATER CANAL / SEE SHEET 3 5046 J -= 1 1 1 , I � 504e— ------ DATE: DRAWN:. CHECKED: BY:_ DATE A BY:— DATE: A BY:— DATE: A 5044 CITY PARK LAKE STORM -WATER DETENTION IMPROVEMENTS REVISIONS RESOURCE I , NOTE THIS DRA ING IS A MASTER PLANNING ESENTING PR DETENTION POND NEAR C.S.U. BULL FARM �I i� �� F� 1 y� / �' CONCEPT AFL ENGIN ERIINGI T SHALLARY D NOT BE ED FOR CONSTRUCTION PURPOSES. NEW MERCER CANAL — — - -- _ (SIPHOWSEESf E7�5 � r FLODD CHANNEL � ' � ' — � 5048 (( �— ` _ _ — \ ` — ei , Soso CREST LENGTH 40 6-- 50466 \ \ \ IN, \ / _\r 046 — — 5042 \ \ �� \ \ 505 \ SPILLWAY CHANNEL -66Nc4?1RUCT \ \ a LOW FLOW TRICKLE \� o' CHANNEL,CAPACI7'Y/5efs 5040 �� \ \ \ ` -- e — — -- _ — _ rOP AN CONST T TL ET 50 At MAX. D C /OOc.f.. x CONSTRUCT DETENT/ON — 5s044 - x PLUAMI�, *-6RAUES3'HOWN ou o+ors ' — - / \ /. H.W.L. EL. 5050.0 SCALE. / /00'l CONTOUR INTERVAL+2'RED STORAGE i \ E=40A.F. \ t 1 _� _, _ �. i ICR/ AT/ON AAL /00 50 0 /00— /�ISEE SHEET3; STORM -WATER / c.su \CANAL ./ \, L / BULL FARM 5040 1 ----------------- - -- - - - --- ---- -- - -\-=- - - - - --- J ELIZABETH STREET �R.OW \i I \ / 5046 1 5046 `---- 401 INLET STRUC WITH TRASH RACK !!I 361 � RCP OUTLET RPE SAFETY FENCE RACK SECTION B-B DETENTION POND NEAR C.S.U. BULL FARM SCALE 1"=10' - -- O 5 /O TO EL. 5052.0—_ O� �_-COMP ACT ED FILL nInner —EL. 5045.0 /OOyr WS EL 50432 MAX. DISCHI RGE 35 c. f. s. \ NORMAL W EL. 5040E . a o . o —EL. 50390 SECTION A -A SCALE: I"= 2'0" 0m-2 -- RCP CORE TREM^H A 36 RCP OUTLET PIPE EX/STING GROUND DETAIL PLAN VIEW scAL�I"= 2'-0" 0 1 2 m WINGWAL A AS RE0111/ STOP I TO MEET -LOG -0 / GRADE SLOTS I — - SPILLWAY CREST CITY PARK LAKE OUTLET STRUCTURE STORM -WATER DETENTION FACILITIES FOR LARIMER COUNTY N2 2 EL. 50400 :XIS7/NG JOB:803 2 CONMTOTS INC Fort Collins, Colorado -'— l S 4 040 -_� — Na* NORTH P5 CS.U.� r- IN r ,1 o o Vo + of f; o Qv -----��' p O O 0 r O 2�./! c i 5pA`� re), V+' + a• O 0 00 h , IRRNALONof h Oi I L-----5042---- - ~ m c0 + p+ 1 �� a2 a yoT /I - --- - -- - N a o 200 /50 ok "-- tyNSTREAt1't ' 0 " --- q 0t00(DO RK OFBRIDGEIBEGtN T ECITYP 3 i �' --- r-- ------------ ---- o ENDCONSTRUCTION / OUTL ST p It. (SNE 2 SEE ETAi ---- ------ N L $ SHEET- , G $TRUCT AC WATER ATER NAL - ohiAIN�NA STORE- INSTALL DROP >42 F R S' CANAL INTO STORNIW E 044 S rr R �MOF V N, '"'' CSU SNMAIRP so so �� .✓) _ - 5044 O ,' CANAL _ rr .50,42 5044 O 5046 EXISTING t - 4 ROW LINES- { t - -___ STA CRETE tNST 2 STA. t{NED ETAt p L0+0F 0 OF CASEE © L �L� eo R NQ 5 EET 4 1 OVE 9046 4 CAN - +PJ- _ __ i - -t _ ` -S'CO MWAT RC - - - - 1� �F — .. i - _ 1 t - j - C, O QRfd _ � 23+ o I-V � ° bO +n Lo S t ff1 UJ — +00 45 0 } - 15+00 NOR VA t i FD SMAfor N E ACCESS VENIGL ; r T NGE 000 19N 5038 .-- COVES lRR] r ,i- -� t o W. LIN iRR1GAA0N j' =100 M �42 ' o o EXISTING R0 CANAL SCALE _.1 CANAL4 4) + o ALL pp r m + o 0 100 (SHEE M i INLEFSINSr 1'✓A�lNTO R i �l NORTH - - ro m O+ 00 g F l00 0 t o ---- - - ---- ,, Sos 1 C.S.U. SPA s 3 - .100 040 SHEET o 4 N a o 00 SEED FOR TYPICAL X-SECTION h r � as �� "• �~ as .r _ lammm owl " .0 a 1•r •••.� �� _�, irT• �-'����� a:+ FAMMANFAW IVAC co�or • • • a •r� � ail ���'��/.����tv-- • , itRd► ' o • • • • - r7i�f/+��/iii� • ii •• .a. 200 ca n _ p° P n aY O IRRIGATION - - 1 LEFT :BANKPROFILE I I . I - NORMAL N�' IRRIGATION I G� - 70P OF CONC ETE _ _ 1 - _ - - r _ IOOYR' H.W.L. STORM WATES CANALia: o 5040 t CONSTRUCT LINED CANAL FFOM STA,45+00.TO STA.65+001 l a ! '0' FOR TYPICAL CROSS SECTI SEE. DETAIL ; 5 SHEET 4 IRRIGATION CANAL FL IRR�GATIO CANA { I $ <1 - 5038 (4 FL 5038.20 if - - n -- - - - -� - S=-O.!0004 - - - --- - -- --- - + . --L-- - STORM-WATERa CANAL fL 5036.20 5036 I FL STORM -WATER CANAL � • 1 -� -- - ---+ - �- --- i - , --- _ S=-0.DOD 4 I Vl, 5034 60+00 65 45+00 -- STORM WATER CAD 5030 SPILL STRUCTURE SEE SHEET 7 5032 TAIL 7 S034 SOS � 444 504 504 w t Ici L - DATE: DRAWN:. CHECKED: 5040 5042 5044 EXISTING R.O.W LINES ^_ 6040 p0 DETAIL 2 COVERED IRRIGATION CANAL TYPICAL STA.0+00 TO STA.3+30 - --- --- --- ----- -------- --------------- NOTE: THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ti ENGINEERING. IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. SCALE; I"= 100 260 100 0 DISCHARGE 35 c.f.s. PRESTRESSED CONCRETE E BRYAN STREET CL 15 v IRRIGATION CANAL DISCHARGE 155 c.f.s. +8" 2-6� DECK 171 36" RC P OUTLET FROM CITY R9RK LAKE BEGINNING OF ra STORM -WATER CANAL DETAIL 3 100 zoo X-SECTION AT S .3+70 BEGINNING OF ST M-WATER CANAL SCALE: C--5' 0 5 0 f I IRRIGATION C'�NAL - �--� r ` j t- FL 50$7.40 l r + r 1 a 1 t a - 57ORAf-VG�STEFt-i�NAL- � t } J 5035.41.0 +00- DETAIL 4 DETAIL 5 ;- 1 t -- , +- I- ,r r I « r r - -4 a • -- - - - -- - - -SAF Y FENCE TE SAFETY FENCE SAFETY FENCE SAFETY �{ 12 CONCRETE DIVIDER WALL r- 12" CONCRETE DIVID R WALL I H.W.L. IOO YR. H.W. I � t' H.W.L.� 100 YR. H.W. I AL c.f.s. ( STORM -WATER CANA - S� IRRIGATION CANAL DISCHARGE 90 s !S. IRRIGATION CANAL 3 DISCHARGE c.f.s. 3 STORM -WATER CA DISCHARGE 250 120 429° ,155 12' DISCHARGE 15 c.f.s. 5'� 6 S' h\ G"CONCRETE 6 CONCRETE 3.5� CONCRETE 6" CONCRETE . , 8 6 CONCRETE -2°/rr 6 -� NOTE: CONSTRUCT ACCESS RAMPS INTO STORM -WATER CANAL ANCE =71CONCRETE 6 '� AT TYPICAL X-SECTION LARIMER CO. N°ALL BRIDGES FOR MAIN N .2 CANAL VEHICLES. MAINTENANCE ROADS O co _ SHOULD BE CONSTRUCTED 0)o r - "= 100' o SCALE: I STA. 3+70 TO 32+00 ADJACENT TO CANALS TYPICAL CROSS-SECTION LARIMER CO. N°. CANAL c0 - SCALE I = 5 WHERE ROW. PERMITS NO - - - _ _ _ zoo 00 0 10o zoo STA. 32+50 TO STA.66+00 0�5 CO T o SCALE: I =5� o FO RIGATI L + - - NORTH , ST 0 T0�\���/// N � i '�O � � _ , 0 2.5 5 - s0S0 moo a ' O a � --'j— � f i • s r 1 t i r _ r - - LEFT:BANK PROFILE - - - -- - - - -- - - r - - - - :TOP CONCRETE - : t + - i }- - t + l }, + 1 YR. + ;— - -FF + - t - - - i r -+ - - - t } + - H. .L f -- --- t — }-- --- -- ----- -- - -- f-- NORM L H.W. L STOR WA w i IRRIG TION AL CA AL o t - 5+00 TD A. 68II0--- t — FOR YPICA CR S-SEC ION E DE AIL 5y SHE 4 ONSTRUCT LINED CANA FROkSTA. 6 5 -- - - - } - - --- _ o - i -- --- - -- - - - - r - , 1 I LLI CANAL 50�' -" - r $ { t - -- - + -- r - - - -�-- - - -- -� - - - - - - - -- -. --- + + — - -+-- — --- --t - - -- - + - t - - - - - _ _ i « + - - — ----- -- - — ' + / - - - t- 1 _ 2 - - -- _ ____ -+ - - - - _ _ r - -_ _ _ _ - _ - _ __ _ i- f - - _ -- - • --- - - _ i --- i a O � ` - -- -- -- - '- - -- -I - a - t �- - - { F t CANAL IPHON + - - - } - _- - --- - - i - - - r -- - RRIGA [ON r +--- - - - --- - + f } t - t i t - - $ 1 - t - i f- --� - j N V� I -i r i - 1 - - -- --{ --- * BY: DATE 0 By: - DATE: A BY:_ DATE: 0 REVISIONS RESOURCE COHMTOTS INC Fort Collins, Colorado PROPOSED IMPROVEMENTS TO LARIMER COUNTY N° 2 CANAL STA. 45+00 TO STA. 6 8+00 108:803 X4 I4 THIS DRAWING S A MASTER ip* y5°6O° 25°6a NOTE ENGINEERING. I IT SHALL NOT PLANNING USED FOR 1so 5050 5050 v �� NORTH h° p0 " e REPRESENTING PRELIMINARY AND CONCEPTUAL CONSTRUCTION PURPOSES. o STA 0*00 TREAM 9*pp r MULBERR moo, STREET BRIDGE v EX/S RO1N ' 0 O O Sp$4 L 0o DRI ✓E & O * O NpMER \ * SCALE: I' = 100' Cb NORTH �Ok, s 6 Sp5� IRA PAT/ON CANAL EX/S RO �A\ I T/ON Q� 'cv o A CANAL 5054 F--- - 5054 8 SCALE:I" =100 o 1 - ------- -- - 2 0 200 100 0 100 260' tQ� V li v a O EXISTING STORMSEWE O p54 s ,6 NORTH TO M-U L-- BE_ 2_----T-- -•— _.—�_. -5 1 o 21+00TORM 5p54 Os4 5°�p5e �\ l f t EFT SANK PROFILE � I i $$ %% _- t 1 i / / i 5054 5056 t - i - - - t LEFT 13ANK PROFILE_ : i i : NORMAL HIGH+ WATER LINE OF NEW MERCER CANAL r w i - - -- z- - - - - -- - ♦ , r} . 1 = " - WATER LINE OF N W ME CER C NAL _ _ _ r w { 5052 ' •- 5054 ' � � ` NORM L HI ' - I i STA.I r+00 O+OO m -? FOR - co + - - - - } - --- - - -- - —t 5051.4{ - tn- DETAIL 613HE SHEET CT,ION + w - -- -i - -- - - - - - - + FL FL. S y w f CONSTRUC COVERED CANALFR�'j}MSTA. +00TO110+00 _ Sr0.OQ06-� i : i FL EL.50 .8 FOR' • TYPICAL X ECTI SEE ETAIL SHE 5 S _ ; ' 5052 1 + wFLEC5051. : S 1---T--- - - - iLt 4 -- i - - - -- i- - + - / ---r - - - -- --T - Z f _ J i _ y F - -- - - - — - - - } _ _ 48 5050 - -�-- - - - -- - -- - - �04 �t � o : : o $ -... t a J. i Q ! } - - + t 1 -O t + 1 - + r - - - - - - — - - - 1 , 1 + -- 1 - - tr Ny } ! Fa + ~ II j 1 5048 —1 m - ---------- - - - - 5046 0+00 5+00 10+00 - 10+00 15+00 20+00 So$o 6' DETAIL '- O SCALE: 1 =5'-D' ALTERNATE LOCATOV n 8' OF CANAL SIPHON 1 °' - 1 S i i DO N soso s0002 sQ s2 i 8" H.W. LINE so \ 1 1 DISCHARGE 85cfs 4, �� ry EXISTING INES ° w-� i S/PI-ON .361,00 26*0 O 00 0 0 TO STA.37. ; 0 8 O ° Zgx NORTH O+ p O i y2 ro �, O* TYPICAL X—SECTION _ ro $ SCALE I'-100' ?° 8 37+°° NORTH OF NEW MERCER CANAL 5a A o�z .���� 5056 STA.O 0 TO STA.45+70 5 CSU ! a0 h4' 0 5 10 0 CS.U.� , 5056 /RR/GA770N CANAL \ u6 SCALE 1"= 0' to 5° O IRR/GAT/O CANAL $o$s 200 100 0 Iod 200' 1 ; 1 1 5p56 o O O$8 5038 - - - - - ---- ' t Y ---- -- ---- - -- - - - - : - - - - LEFT 6ANK _ FlLE +- _ j - LEFT 'BANK PROFILE f + - - �f - - - - - - + + t - + 5054 - t r -- - t - - w t 0 5 - - - - -- - — -- -EICER C- a } t 1 - - -- --- -- ----- + ----- --- -- - - D- - O CA- -- -�--- -G f- RC - ---EO- -OfiA. 37t0TOA••30CON 0 - - _ - CONS fi _ R€D CANAL ROM TA. 20+ O TO TA.29+ - _ - - -- — -- • - T - - - - - - FOR P1CA - N E - - t t - - - --- -- - — - i -- _ DETA1 6 SHEET S -+ FOR T( 1CAL X SEC ON S llEfi IL 6 EET - - t _ - - -- f - FL-- - - -- -- -- - - -- - - r L.SO B -- - - 1 - - -- - -- - - - - - - - + FL 504 7Z 5050cn - -- - - - - - - --- - - - - - } --- _ _ = -- - --- -- -- - - - - - - - _ - z - - - - -- --- -- - - - - -- - - t ; 5048 - - - 0. i a --- _- _ - --- -- ----- --- -- - - - --- t }} -- --- - $f a LLI - — 1+- + -- - -- -- - j -- --- tI-- --- +y 5046 + - - - - II 90.00 25+00 29+00 - 29+00 35+00 38+QO I - REVISIONS DATE BY:— DATE: DRAWN BY:— DATE : RESOURCE tV PROPOSED IMPROVEMENTS TO NEW MERCER CANAL JOB: 803 5 CHECKED: BY:! DATE:— 0 - COI�ISULTAI tTS �nC Fort Collins, Colorado STA.0+00 TO STA.38+00 14 NOTE: THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ENGINEERING. IT SHAL4 NOT USED FOR CONSTRUCTION ?POSES. a 50 5050 I a �g�Oga iY 50 5054 NORTH IRRIGATION 0 g + V Om CANAL 0 + + C E: + v INSTALL DRO _ o r' r °O INLETINTO W 'ONSTRUC SS E - S- SCALI 100ALWATE Q i RAMPS MAIN NCE - - -- -- OMSTR PI W IL- VEHICLES - v -- ------ E�_.5 200 00 0 100 200 w - EXISTING R.O.W. LINES LL 36 \ "' Y S C.P. WIT HE WALL m NO WI GW LL AT INLE STORM -WATER �� \\ FL I N 5 46. N CANAL Z1 \ \ ru �\ FLOUTLET 04 NORTH L NGTH 0't IU ESCALE I =100 HA E ( PIL AY A D LT) 315 c.f.s h EXISTING DETENTION J/ �o # -POND AT AVERY PARK oya 4vhl I �9ya T- 1 1 ♦ l • t , f i t - +LEFT BANK PROFILE - -- - * LEFT P FILE ' 5054 - - - + - - r- - // o - - - -- - - - - _- - - _ - -- - - -- - - - -- - - - - -- - - -- - - - - -- r" #MN /// / - mM L OP NOR HW . IRRf TION ANAL/ / /- - - -- + � - -- } CONS UCT INED CANAL> = NORMAL H.W.L NEW�' p� �Aayp. ���g�+g0I00 Y . HWL. T R WATE A - STA. VOCI +00c -±FSEEDEflCAL SHEET 7ECTI N i RU 5052} 5 IONE n J -- -..+ - -- - - - - r - - -- STA. +00 TO STA. 4 +70 z - - - g5 r -O Tl - - - -� ICONS UCT COVERE CANAL Oz -- - ___ - -_ 3p -- I FL tRRJGATIO CANAL - TO C - - - - �R _ o _ -_1-46 5050 + + : : F t -- - - - - -- -- -0.06� ; DETAS 9 S T 7 - - - -- F R I Ai -SECTION - �504 - i i 5 W . $ - - - - - 50 .21 + - M- ER NA - - - - -- -- - --- -- - - - - _ - - - - - FL SYOR T A L - jj - R Qm - --- - - --- -- - - -- 011T1E FROM-- --- FL 4$Z2 - + - FL N MERCER ANAL ; , Qw - - + - -- -- - - - o IE EL. 504 24 --- -- - - - + - S=-0.0006� w o i + - / i i✓ / - --- }FLOC _ / // / / // //i%/'1715048 8 I p- jj ' f _- _ _ _ _ - -_,_ in --. _ _�_- _ ___. _�-- _- _ __ - -.._ - ___- _. - - -j-_ ._ _- t_ _ _� _ _ ___ _ _ __ .._ - __�_ o _ 1 + t .Q 1 r 1 i + t Q Q - 1 1 } -- -+_ . _. + _ _- - 5046- 38+00 46+00 46+00 50+00� 55+00 59+00 -------- -- S O Sp52 I O r 0 ' L r h0 I SosoSOSz �r o spy "lJs2 , �• Q 50 I - �'ih or css`S�� - 5052 \ � \ �. 5pSq I c m m a z, m 5050 o CONSTITU ION AVEUUILLI 1-MA SEE SHEET9vrv« IRRIGATION CANAL �� w 8 Q g N + { + + + NORTH + + Lu ------ ° - OD cuo IRRIGATI N Q+ Q AIL-�(¢� w Q + SCALE 111= 100 -CANAL - �- - - - -�� rn ` ~ S r` 5 - ----- -- ---- NORTH dovo ' - --- -- °S 5054 Cb2/?�O w i ---- -_ ... -.. - 5052 50`� - ------ - ----------- ---- Soso 50o46 STORM -WATER NAL SO3e 5050 0 STORM -WATER CANAL - - _ - _ _ _ _ _ - - - spot 5�50 o - SOS SCALE: I = 100' 505z/6 13 CONSTRUCT IRRIG TION 6S L - 1 4 - �54 a a CANAL SIPHON EXISTING R.O.W. LI Lt-�-J o_] � � � � � s'b `O STA.79+00 TO S .79+50 ° ' _j 4 ' 5g uj BRENTW00D DRIVE J 0 200 100 0 100 200 so s° r ',\ sonnona E �3 Z a s6 s ss m 5°51 a a o o� s °so SF $ - �`' oh`� o o �°� �y6 sO ` m 505� + TT--- ♦ -. T .+ -TOP-0 CI'ETE o -. -- W - t - - - - t - - - - -- t- - - - - - - - - - - + - - -, -- - - - - - - - - - - - - -_+ - - --- - - - - - - - — - -- --- - -- - - - - SOS2 ! - - - - - t - - t - --- - - - - - - - - - - - - - - - - -- - - - - - - - - 505, t- f - - - -- - -- - -- - - - - - - - - - } - - - - - - - - - -- - - -- - - - - - + - - - -- - --- ----- -- t- - - - - -- - ---- - - -- --- ---- -- — -- ---- -- - -- - ------ - -------- --- - --- - --- ---- -- - -- - -- -- -- - -- --- -- --- ----- ---- --- — -- --- -- - -- -- _ — --- - - --- - -- - - - -- - --- -- -- -- - - - -- - - — - -- - - -- - -- — ♦ vT- a 5050 - - - - - -- ---- -- --- - -- - - -- -- - - - -- -- - - - - - - -- - - - - - - - - -- - + + -- - - - - -- - 504 �- z - _44 0 - -- - - - - - - -- - - - -- - - - - - --- - - -- - - - -- - -- - --- --- - - -- -- 7 -- - - - - -- - - - - - - --- - -- - - - - z -- - 5048 - 4 - - - - -- - - - - - - - - - - - - - - - - -- - » - - - - - - - -- - -- -- - - - -- - 5041 m -- AN kt-- -- - - -- - - - - - - - - -- --- - - - --- - - -- - -- - - - - FL -EL..- 45.s - - - - - - - - - _ I� �+ -- - - - --- - - - -- - - - - - -- -- -- - - - - - - y 5046 - - - - 46 - - - - - --- - - - 504� 77 - - Ir_ NAL - -- - - -- - -- -- - - --- - -- - -- - - - - - + -- - - - - -Q - - - - - - - - - - - -- --- -- - - - - - - - - - - -- - - -- - - - - - - - -- - - - - A9L /N RM-w - -- - - - - - - - - - - - - - -- -- -- - - - - - - - - + - - - - - -- - - - - -- _ HVI - 1 C SI - ---- - - - 5044 - - -- - - - -- - - �f j - - -- - - - - - - - -- - - -- - 504, 59+00 65+00 70+00 74+00 74+00 80+00 I REVISIONS JOB: 803 DATE: BY: DATE: Q RESOURCE PROPOSED IMPROVEMENTS TO NEW MERCER CA DRAWN: BY:_ DATE: A COZULTAnrs Inc STA. 38+00 TO STA. 79+05 6 CHECKED: BY: DATE: — Fort Collins, Colorado 14 DETAIL 8 PROSPECT STREET - / C— \ I CONSTRUCT PON TO GRADES O N m I 1 \ I spy p \ \ H.W.L. I 5068.8 � I/ REQUIRED STORAGE \ \ \ VOLUME 20 A.F. \ \ 1 TRICKLE CHANNEL CAPACITY 5 cfs sG � PROPOSED DAM EXISTING CONTOURS \ \ \ NORTH 100 50 0 100 \ \ \ \ � SCALE I"=100' � \ \ \ \ \ i Z/,-- ED .c:::D L_j oa I SUFFOLK STREET — - � CONSTRUCT STORM SEWER OR DRAINAGE DITCH TO EXISTING DRAINAGE CHANNEL DETENTION POND AT TAFT HILL ROAD AND PROSPECT STREET RESOURCE CONSULTANTS INC Fort Collins, Colorado 0 t UCT 24°OUTLET ) PIPE -DISCHARGE 45 c,f.s. CONSTRUCT DRQPINLETS j /AND STORM SEWER TO EAST SIDE OF TAFT HILL ROAD. BEGIN DRAINAGE CHANNEL SEE SHEET 8 TOP OF EMBANKMENT EL. 5071.0 SPILLWAY EL 5069.0 INLETCHANNEL VARIES , NOTE: THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ENGINEERING. IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. cfficuc�. — LARIMER CO. N22 OUTLET NEW MERCER OUTLET 13' PLEASANT VALLEY a LAKE OUTLET 13 LOCATION OPTIONAL t i ` )1_0 fYLET CHA BACK FILL' DETAIL 7 TYPICAL BAFFLED CHUTE SPILLWAY D M 24' 10' 36' EL.5070.5 100YR. _H.W L. 6:�68.8 COMPACTED FILL � CONCRETE CUTOFF -__ n� COLLARS n rL6I1. i00/ 24" R>r.P CORE TRENCH m SECTION C-C CROSS SECTION OF DAM AT OUTLET SAFETY FENCE DISCHARGE 85 c.f.s. IRRIGATION CANAL 1 6 --- NHWLV , SAFETY FENCE DISCHARGE 100 c.f.s. STORMWATER CANAL -I I 6„ TYPICAL X-SECTION NEW MERCER CANAL STA.0+00 TO STA. 56+00 NOTE CONSTRUCT ACCESS RAMPS INTO STORM -WATER CANAL AT ALL BRIDGES FOR MAINTENANCE VEHICLES. MAINTENANCE ROADS SHOULD BE CONSTRUCTED ADJACENT TO CANALS /� WHERE R.O.W. PERMITS. DETAIL 9 SAFETY FENCE SAFETY FENCE DISCHARGE 85 c.f.s. DISCHARGE 390 c.f.s. IRRIGATION CANAL 1 STORMWATER CANAL 6' - II _ NHWLV-- -- -- - — -- 10 YR. V WL- — !S i 3 I 5' III _ 2%o T 6„ TYPICAL X-SECTION NEW MERCER CANAL STA.57+OOTO STA. 79+00 TAFT HILL ROAD DETAIL 10 L.-- — - — �a GROUTED-•• GRAVEL6" THICK 3 TYPICAL SLOPED CHANNEL DROP OUTLET STRUCTURE EL-5060.0 1211 RIPRAP JOB: 803 STORM -WATER DETENTION FACILITIES AT 7 TAFT HILL ROAD & PROSPECT ST. 14 p I- Do i STA.0+00 AT END OF DETENTION POND OUTLET ' { 5065 ; 4 rL EL. 5060.0 5060 ------------- - 5066 `6 �1— 506 `�� T S1REESMALL PROSPECj DROP STRUCTU SEE TYPICAL + oo DETAIL 10 SHE T N 4`1 _ +-' 8 00 40 h CHANNEL TO BE 4' DEEP 8 WIDE WITH 41 SIDESLOPES AND A COBBLE TRICKLE 1" CHANNEL CAPACITY 5cf.s. STA.0+00 TO STA.16+00 p 0" iioo 5058 \ t + - - _ - ' --- BANK 1 RED - - -t fofl YR; HWL. f � -- 1- ---------------------------- 5070 NORTH 100 50 0 SCALE I`�=100' 50?0 --6e �66 5064 SO62 5060 5058 _._ } _ -- -- --- +- - - } 100 - - - h - h0 �� 506A 2 O S06g o �° �0 SO62 )60 0 \ O p oo N 0 3 °' - 8 4:11 ' DROP STRUCTURE SEE TYPICAL DETAIL 10 SHEET 7 SOs� �cP6 jsp - 50 4.0 - - S-- - -- - -; - i - - - - - - - h0 h0 h� hL 046 h0 oQ Oho �0 con ca�j� A 5042 A mm W C WIDE IT E 4'DELO 2 WIDE WITH :I SIDESLOPES 0 0 0° A A COBBLE ICKLE CHANN 8 + �* C PACITY 5cf.s. STA. I7+00 � `" 0 STA.30+60 a \00 41 40 INSTALL SIPHON ON h� NEW fER ANAL DROP STRUCTU 4 40 LONG X 2 SEE TYPICALDETAIL 10 S ET7 Osco hOOL �Oc�D, -r--r--T—_ T— 1 t 11 I r t -._ - - - - R IRED BANK#PROFl t - - - - -f -F.� D 100 YR. H,V�L. ISTIN GROU - - , YATg - - + +00 _ - - - 42 THIS DRAWING IS A MASTER PLANNING 50 SHEET REPRESENTING PRELIMINARY 60A 4k,AND CONCEPTUAL ENGINEERING. IT NOT BE USED 5 8 CONSTRUCTION PURPOSES. � p4$ ,Z h�R h0 hOh NORTH h0� 100 50 0 100 SCALE 1"� 100' O 1 -- - - -- 5055 - _ - --- -- -- - - - -- --- -EXIS ,i L J j == I _ > k - r_. _ I n..n- • ♦ ; V. z 1 I t - { DNS T - S=-O. 5.. IfL PRO 1 T G GR - - ILE - } I NS- ND I 1 VE.. v - - _ --- + -- - - - -- - + - - + mw m m r z - P I F LE UCT IDRAIN N AB E FRO --f - GE CH NEL -STA +00- T �N C DI fEN510 STA.1+00 + S O - mz 1 - - - - - {L+ - +EL.-50 t - 2.3 - - --- - - -- - - -- - - - - -- - - - - - --- 5045 - - - - - - -CON f SH - z -- - +- rn z - - - - - 5050 oI0 v m 'cs S-- - O.p05 ,� -- fE L:50 -- O - + - _ - -- ttt- - - - --- -- - -5040 _ - F-- a u> _ -- - - - - 1 t Q cr) m -+- _ _ Q + Q f r ; - _ __ Q n ._ - - I -- itt — - a 1 vj _� -- —_ LO z + + j -- - -- --- --- iQ cnlc�0, -- _ 8 t wa 1 + 3a 1 �n In ai-$ M1 m - OIL�t�, ,n0l��{ _ �+S Riot ceo m _ - - __ _ - -- -� - -- - }- -� - - t - - 5036 - - - -- T 0+00 5+00 8+00 8+00 10+00 15+00 19+00 _ ------ = I - y z WL,S c,0N0 a� 0.ti 40 a 5040 y0 y0 S 3 hp h0 50 h h� h0 p6 / � STA. 24+00 BEGIN STA.25+50 END CULVERT STRUCTURE CULVERTS RE O 0 DROP STRUCTURE SEE O o DETAIL I@, SHEET 7 0 + * S 57' o * 0 0 N S O O O+ 4:1 � o m I 1 - F -f I N 57' N 4:1 I 41 50048 /� - -I -f-- J// 5 46 4•! p INSTALL 2-42 C.P. 5050 ULVERTS UND CHANNEL TO BE 4 DEEP, 25'W1DE C IMER CO. N° AND A COBBLE TRICKLE CHANNEL CA CAPACITY <q STA. TO STA. 30+60 240 ..s \R/MFR 0 ! 5052 t5054 5056 SO� NSF �s Pam_ S�O�g�S0��4q 4 -- - • - -- - - { - - - - Ir f lO. TA.2 00 t uwt -- - } - - - -- - - - - - - + - 5045 - - -tip c� - 423= ®Ng �ROFIL tw - -ol - -- - - _'� 5040 - - - - - - -- - - - - R.H.W. - - - - _ =_ - - - - - - -- - - - - PR E - - - - t -- - - - 5035 - -- - = - - - - -- - -- - - -- - - - - -- - -- - - - -- - - - -- m - - - - - 5030 0 �^� 6 WITH 4:1 SLOPES CAPACITY 5c. . - - - - -_- - - - - - - t EXISTING-GR - - - - - - -- tijp hp S _ ro POND - - -- t - a. - - - -- --+�- - - - - -17 �5032 5030 NORTH too 50 5030 SCALE 5032 Sp 4 S0� S�8 "(J 504 - - - - - - - -- - - -+ - -- - - - - - - - - -_ - - -- -- - - -- -- - - - 0 "_ I -100 - - - - - - -- -- - -- -- 100 - -- --- - -- -- - - h� h0 CONSTRUCT CONCRETE SPILLWAY CREST STA. 33+85 gA S M a ro- m �' 34 SO 3e 3p A O 34 505 �y 60' LONG 0 0 0 M ¢m+� 0 o m r 3 POND a T5 \ -' - 3.\ SPILLWAY CREST CONSTRUCT V CHANNEL TO BE 7.S DEEP, 30 WIDE WITH 3:1 SIDESLOPES AND A COBBLE TRICKLE NEL CAPACITY 5c.f.s. STAN33 85 TO STA.35+50 ` -� 6 5p34 S * g 80, + 4y CON 6 ONG 4.1 .144 UP 2 �ruQ ti o� CONSTRUC HEAT B D STA.41 CAPA IDGE 41+ 630 ti0 A.37+-(0 TO S CH NNEL SIDES OP 0 BE 40 WIDE W AN COBBLE ICKLE CAPACI 5 cf S +i a -_ IDGE AT ROAD c.f.s. a OL 44+ 0 4•I � A P CHANNEL NORTH 100 50 0 100 SCALE ! =100 �j�2 �C,o B -- _ - - - - - - - - - -- - -- - --- - -- __ - - 5035 S ENS - ABOVE L - - - - " -- - ---- -- - - - - --- - - - - - - - -` - -- - - - - - -- -- -- - - - - - Z I LE 5 - - -- --u0s - Z - -- - - -- - -- - - -- ---- - - + -- - _ - - - -- -- - jUHOUND- - -_ - - 5030 5025 - - - - - - _ - - - - - - - - _ _-- - - - -- - -- - wil x E. - -- -- _- -- -- - - -- N - - - - - - -- - - -- - -- - _ - -- _ �o� - - - _ - - - c° -- - -- - - -- - - - - - -- - - - --- - - -- - - -- - - - TDNI 3 - - - 35+00 - - - - -- - - -- FL-P - - - -- - - - _-_ - _ _ _ - - _ o _ - --1 5025 n 19+00 - - - - 20+00 - - - - - 0 +- - - - -- - - - -- - - - - - 0 - � n - 2-42` - 25+00 - - - sn1 + --- - - - -_ - - - - - - - - - _-- --- - - - - ---- - -- - 40+00 - -- - Nr - - -- -- - - 44+ - ---- - - - -- - - 5015 0 -- - -- - - --- ___ — 0 __ .____ --u -- 31+00 - - - } _- - _- _ - ___ _ _ -- - --n-- - _-- - _— - - 30+00 - - __ _.__ - — -- - - 31+00 -- _ - DATE: BY: DRAWN: BY: CHECKED: BY: DATE DATE: DATE: REVISIONS 0 RESOURCE COZULTAnTs Inc Fort Collins, Colorado DRAINAGE CHANNEL FROM TAFT HILL ROAD TO SPRING CREEK STA. 0+00 TO STA. 44+00 JOB: 803 8 .14 �— - c -- - - - ------ - ----- — — _ o aoco A ---- - — --------ti -------- O N W �hO �n`O y02 �Oti R o ha �`6 COBBLE TRICKLE CHANNEL o`ry o- LARIMER CO. N° 2. �' CHANNEL 708E5 DEEP, CAPACITY IOcf.s. TO BE `� \ ( CONSTRUCTED IN CHANNEL a' CANAL pUTLET \ I 50 WIDE WITH 4 1 CHANNEL v SIDESLOPES, STA.14 20 �n j TO STA.604p0 (/ o' o o ccil �P N 0 CHAN EL TO BE 5' DEEP 40 WID \ N WITH 4:1 SIDESLOPES Af D A COBBL 90 0 o O TRIC LE CHANNEL CAPACITY 5c.f.s I ST . 44+00 TO STA.48+00 \ 0 4: 1 - 80 _- NORTH s 41 SHIELDS ST. BRIDGE *O -- 4:1 CAPACITY 9050s 00 �- A � 4:1 I 00 SCALE: 1 "=100' v0 40 O w � rn ) Doti �026 \`5028 502 2 SOc' ti SO/@ Sg o N 26 O O 6 n ------- -- - -- -- ----- - - ----- -- — - --- -- NOTE: THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING C s S O `'V 3` O / cN 0 PRELIMINARY AND CONCEPTUAL ENGINEERING. IT SHALL NOT /O Qp /G 61 BE USED FOR CONSTRUCTION PURPOSES. \ S O/@ m i + m sp/6. g o 90 0 + u m / O +O rn SO g 411 Oo SOj2 ` N 4.1 o 0 SO/ COBBLE TRICKLE SOO CHANNEL CAPACITY @ IOc.f.s. TO BE CONSTRUCTED IN CHANNEL CHANNEL TO BE 5' DEEP, N 50'WI DE, FROM ST 6I0+00 TH ITO STA 69+00 I NORTH cP 0 0 Oo m ° o 01 0 100 50 0 100 S co 5 SCALE: I= 100' 5025 - - -r -- - - - - -- �- - - - - - -- --- - - - - -- -- - - - - - - - --- -- - 0 t -- - gg��II N STA. ---- � H H}0 -- - --- -- - -- _ _I ___ j - ' -_ -- - F _ Lj Lu F N _ _ _ - __ t - - - _ - - - -T - - ___ - - .___ - _-- - - _ -_ -- -- t _ __ - _ -- - -- - A _ _ _ _ _ _ _ ____ ___ _ _ _ ___ _ ___ _ _ __ _ _ __ ___ __ - ._ 5020 + 1Q _ _____ _ ___ - ---�- __ - _ 1 5020 -- - - - - -- - - - -- - -- - - - -- - - - •s - - - - - - + - -- - -- 69+ -- - - - -- - -- - - - -- - - _ -- -- - - -- - -- PnFL Y- s a- = z z 5015 - - - - - - - -- -- - -- - - - - - - - - - - -- - ; - - - - - -- - -- - - - - - - - - - EL '1""'"" _ - - - - - - - - - - - - - - -- - - --- - - -- RE u1 BANK - - EQ Lf - - - -- - _- -- _ - - - -- - - -- - - -- ---- _ - - - - - --- --- -- - - -- - =-O - - - -- - - - -- -- - - - - - - - - - ---- - -- - - - - - --- - - - --- - 5010 - - -- - - - - - - --- - - -- - - - - - - - -- 5010 - - - _ $ - - - 0 A . T +UU - -- INN- - - NEL O1 - -- - - - - - - - - - - - - - - - - - - - - --- - - -FL - - L - 4 - - j - - 1 - - - - - - - - - - - - - - - -- - - - -+ - - - - UN - 6 -- ---- - - - - - -- - - - - -- - -- - - - - - - -- - - - - - - - - -- -- - - 5005 - ---- -- - -- -- - It E It boO4 -- - - 5005 - - - - - - - -- - - o[r - f -- - - -- - - - - - tt -- - } + - i -- - - - -- ++ _ AS 5000 44+00 45+00 50+00 55+00 60+00 60+00 65+00 69+00 g0�6 g0\A \2\00$ 5006pOR O� OOo�� 5016 --� / `' hO i hOa�' 0 �O O 5014 a�OO 5012 + + 5010 r g p a F " 0 c� �� o� o O� + -4 500 2 cp 50'- % / CHANNEL TO BE 5 EEP, 50 WIDE WITH 4 1 SIDESLOP S AND A NORTH COBBLE TRICKLE CH EL CAPACITY IOc.f.s STA. TO STA. 78+70 160 50 0 100 .1 SCALE = 100' O 000 sOO spp@ �oo� oo� 0 OOo Q h v o vm �o �a`�ow�pQ'�aO�SrO p m o 0 00 o h n� ho �o o^� hp hh h oho h h O ° CHANNEL TO BE 6 DEEP, a 16' WIDE WITH 4 1 SIDESLO h ry N R AL AND ATRICKLE CHANNEL & 0 I CAPACITY 5c.f.s. h M S BAFFL UTE SPI WAY O 5� - T ANAL SEE TAIL 7 SHEET W g y yro U@> N 32rt h`�O SOS - + 00 SO + OSg64 4:1 S@ -1 OF 0+00 A BAFFLED NSTREAMLENUTE I I ATI ANAL �y 30+00 ��� �9 00 NORTH r39 100 50 0 I 0 �y SCALE 1'=100' vIt `r � ` M� ^�i � �oLoo oo NEW MEMER 'CANAL OUTLET CHANNE&W s (Jqcgs „- , A 100 50 0 100 Or' nS 22 SCALE:I -I00 N � a' cD NORTH CHANN TO BE 5 D EP I IDE \ WITH 4:1 IDESLOPES ND TRICKLE HANNEI C PPS 5cf.s 6+00 t 50 100 F, 00+ 4I 47+00 S .O+ B UPS AM IDBRIDGE ED 0 BAFFLE T C UTE SPILLWA INSTALL DROP STRUC RE s STA.5+00 SEE DETAIL I 5020 Cb SHEET 7 49+00 sO sO�. o �� A m LARIMER CO. N22 CANAL OUTLET CHANN o w -n+ v, m + <� 0 0 A•P� `^' �`� W.A. ,UI B F E CHUTE S ILL A SEE I 7ET7 S O� �g0 s SOc sO s0 O @ 17 _ ' 5015 - - - -- - - - - t - - - --r- - - i - - -- - _ - - - - - - - - -- - - - - - - - -- - - .. - - - - - + - {+ - - - - - - - WNS TO --FR-- -- -- 5030 - -- - - --- DC IME A - - - - -- - - - - -- - --- - ---- - - - - -- - - ---- - - -- - - --- - - - - w m Z i - - - - CO _ - TRi!S2N + NS_ - OOE -- _ - - S --- - _ - - - - - - - _ - - -- -- - - - -- - -- ; - - - - - _- - - - - -- - -_- - --- -- - } -- _ �- -: _ - -- - - - - -- - - - - - - - - - - 5010 - - - - - - - - + - - - - -- - - - - _ - -- - -- - - -- - - - --� --- - - - - - - - - - - - - - _ - - - -- - - - -- ftEQtRED BA 5025 - - - - - - - - - - _ - - - :- - - - - - -- - -- - -- - - -- - - -- - - - - -- - - - -- - - - - - - -- -- - - - - - --- -- - --- - - — - -- - -- - -- - - -- _ - -- - -- - -- t -- - - - -- ---- - -- -- - - - -- o - -- - — - -- -- -- - - - - Og -- - - -- - - - ---- -- - E� - - - - - - - - - 5000 - - - - - - - w � 5015 - in - - -- -- - -- -- n w_ - x - - - - -- - - - - - N 995 __ - - - ---- -- - -- -- - - - - - - crn ai - 7. - - - -- - -� o 5010 - - - --- - -, - - - -- - — -- - - -- - - - - - non -- -- - - - - - - - - - - - - - - -- - -- - - _ -- 69+00 70+00 75+00 78+00 0+00 4+00 5+00 4+00 3+00 2+00 1+00 0+00 REVISIONS DATE: BY:_ DATE: DRAWN: BY:_ DATE: � CHECKED: BY: DATE: RESOURCE consu�TAnTS inc Fort Collins, Colorado DRAINAGE CHANNEL FROM TAFT HILL ROAD TO SPRING CREEK � STA.44+00 TO STA. 78+00 JOB: 803 9 14