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Home My WebLink About2023-D 3 IOX-00 Crs �w 4 560 . ........... ........ ............. ......... 00ING FWSWD SLWACE OVER QL OF STOW DRAW -- --------- 104 4 ............. 1930 !V 14 _j GR,%DE 1820 A6 ------- R C; 1k L Cd Qx. !R C4 4 3 4p%f N 6 + + A C4 +- ----- -- 0 C4 r In t" D F T -42117 1L G- .317.1-2 L 7 67 DIA. R.C.P. 100 P HORIZ. SCALE: 1 40 MTRUct 19-9 71 LF. 78" DIA. R.QP. J" Q 78 DIA, C.P. VERT. SCALE: 1 "=4 1 +00 2+00 3+00 4+00 5+00 00 7+00 8+00 9+00 10+C10 11 +00 MATCH LINF O-WT e SEWER 8 LATERAL OA 9 TEAK WAY 4" SEWER LATER 1 15 z 14 &n TA. 02+07.67 - LOC. TIE C. W6,-Z5- V- 2# 9 STA. 01+00.00 STORM DRAIN 93 EDISON PULL BOX STA. 01+86.22 STREET 5 15 z NOTES REGARDING STA110NING: 1+ STA. 02+73.18 - LOC. TIE C.Bj.� 2 0 C14 STA. PT. 00+10 4* SEWER LATER6LG 6 J.S. NO.2 ALL STATIONING SHOWN FOR CATCH BASIN LOCATIONS TIES ARE W-2 V-10.39' 8 BASE ON ROAD CENTERLINE STATIONS. E HYDRANT FIR -j 12 W 12' Cd 2A U All 9 BOX ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES AND LATERALS CENTERLINE PIPE CURVE DATA: 8 IS ALONG THE CENTERLINE OF MAINLINE CONDUIT. w MATCH LINE SEE LEFT NO. RADIUS DELTA LENGTH TANGENT STA. 01+32.71 LOC. TIE C.gj_� 3 -28'. V=12' 45.00' W- 89* 59' 33" 70.68' 44.99' TIES: Ci CNI NOTES REGARDING UTILI C; SEWER LAIK" C) 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME STA. PT. 01+85.37 �,�J.S�. NO.�2 � RESPONSIBILITY FOR THE ACCURACY Of ALL UTILITY LOCATION, C4 C; + Z IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL LINE STA. PT. 02+30.56 C*4 0- z EMSTING UTILITIES. J.S. NO.2 Cn 12 C.B. Cn V) --s 0 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO W-42', V-11' F9 z EXCAVATION. + 2 ---------- 0 nn �ffl &.&nn LATERAL "A-30 f 1+00,LATPAL *A-50 7+.00 3+00 2+00 N 89' 54' 170 If 4+00 5+iOO LA400 4 4 ---------- ---------- ------ ------------ I LATERAL "A-,V STA. PT. 04+32.93/-,N 00 E LLI 2 J.S. NO.2 Lj CITY OF RANCHO CUCAMONGA STORM DRAN CONSRUCT11ON NOTES: 0 STA. 01+1&73 LOC. TIE z OFILE W=42'. V=8' SASIE LIMIE < INSTALL 78- RCP, STORM DRAIN, D LOAD PER PLAN. C4 PROTECT IN PLACE. INSTALL 36- RCP, STORM DRAIN, D LOAD PER PLAN. RELOCATE EXISTING SIGN. BASE LINE ROAD INSTALL 24w RCP, STORM DRAIN, D LOAD PER PLAN. RAMONA "E i NUE aSAWCUT EXISTING RIVER WASHED GRANITE COB13LESTONES SIDEWALK TO NEAT JOINT, BEFORE RELOCATE EXISTING UTILITY LINE BY OTHERS. STORM DRAIN IMPROVEMENTS CONSTRUCTION OF CATCH BASIN, ANY DAMAGED ROCK AND MORTAR SHALL BE REPLACE PER PROTECT AND SUPPORT EXISTING FIRE HYDRANT BEFORE INSTALLING THE NEW 24" RCP. CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA SM. DWG. NO. 319 V,C-i SM. DWG. NO. 542, CASE 1, OR TO MATCH EXISTING, TO SATISFACTION OF CITY INSPECTOR. FROM RAMONA AVENUE TO HERMOSA AVENUE 3 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA SM. DWG. NO. 33 REMOVE AND REPLACE EXISTING LAWN OR LANDSCAPING AND IRRIGATION TO IN LIKE AND KIND. ert APPROVED BY: DATE:- CITY ENGINEER RCE: 24053 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLUG NEW 78' RCP, RE-USED EXIS11NG PIPE CLOSURE FROM HERMOSA AVENUE. 0 R DESIGN PLAN PREPARED BY: FIE00MMENDED PLAN FOR V AND V. - Call: TOLL FREE 0 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA UNPLUG EXISTING P.C.C. PIPE CLOSURE AND PLUG TO NEW 78 RCP ON RAMONA AVENUE. 02 CITY OF RANCHO CUCAMONGA Z- 0 �10 S 1)FTH CIT FRPM STANDARD PLAN NO. 308. RELOCATE EXIS11NG 8- VCP SEWER LINE, SEE CVWD SEWER RELOCATION PLAN, SHEET. NO.7. 1 -800 DRAW SHEEr CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA SM. DWG. NO. 307. CASE A. CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER 422-4133 IN" oF 8 RELOCATE AND REPLACE EXISTING WATER METER AND WATER SERVICE, PER CVWD STANDARD CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 339. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE cffy CHECM CN P-C.E. No 24953 DPAWK NO. DRAWING NO.2. COMPLETE IN PLACE, APPI410VElk. WE ME NO - 2023 QM :V a6 &24 42-0 _4 4- _4 --4- ------ 4 s T E)OS17NO FlNljt'HW $UeACIE O*ER CL OF TORO DRAW 4-------------- --- ------ -------- 4 -4 I .4 TWGI 'BA,t R1 C. 90. E�7S 1j4 77!77 VR,%UUC 01?AK t t- t T T ------------- 4 4 s ;= aww L oil'A t__ ------ r t i t'- Lc) ---------- + Qft41"CV,4a48 LK HORIZ. SCALE: 1 "=409 CONST ' 02.38 �F. 61A R.0 P.Bdo D VERT. SCALE: 1 "=8' DIA R1 P, 1 10+00 11 +00 12+00 13+00 14+00 115+00 16+00 17+00 5 SAWCUT EXIST. 6 PARKWAY DRAI BEND #3 BAR NEW C.B. 7 it cd Uj 3 11 a_ 2m OPENING v 04 #3 0 6-O.C. + PROPOSED M RCP FS 3-#4 0 6-O.C. + > c*4 C) LINE "An CL 0 F= z cn C) CONSTRUCT NEW PARKWAY DRAI 12 9 11 < c0i 00 31: w cn r- cn 16 in (j 9 COMPACTED NATI L + ink C144 L E -4 0 4 t_1 4 NOTES REGARDING STATIONING: 4 f% PARKWAY DfWN MODIFICATION ALL STATIONING SHOWN FOR CATCH BASIN LOCATIONS NOT TO SCALE --------- ----------- BASE ON ROAD CENTERLINE STATIONS. UJ 8+00 00 1 Itoo 12+00 13+ 11 140224�' T t-- , 2 r ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES AND LATER 4!74� 4 X__ 41"W 41'W__ 4, IS ALONG THE CENTERLINE OF MAINLINE CONDUIT. V) Lij LATER'AL -A-6- V) NOTES REGARDING UTILMES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, 0 ix IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL < 02 EXISTING UTILITIES. Go 1 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL SE LINE ROA POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO 00 EXCAVATION. z z V) w ll CITY OF RANCHO CUCAMONGA STORM DRAIN CONSTRUCTION NOTES: CAMBRIDGE "ENUE HERMOSA "ENUE INSTALL 78m RCP, STORM DRAJN, D LOAD PER PLAN. @—REMOVE AND REPLACE EXISTING LAWN OR LANDSCAPING AND IRRIGATION TO IN UKE AND KIND. RARE LINE ROAD INSTALL 36- RCP, STORM DRAIN, D LOAD PER PLAN. 0— UNPLUG EXIsnNG P.C.C. PIPE CLOSURE AND PLUG TO NEW 78' RCP ON mmom AvENUE. STORM DRAIN IMPROVEMENTS CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. @— RELOCATE EXisnNG 8' VCP SEWER UNE, SEE CVWD SEWER REL.OcAnON PLAN, SHEL7 NO.8. FROM MONA AVENUE TO HERMOSA AVENUE CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA M. DWG. NO. 331. APPROVED BY: DATE: CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PROTECT IN PLACE. CITY ENGINEER RCE: 24053 PLAN FOR Nr MD V. @— SAWCUT EXISTING PARKWAY DRAIN AND CONNECT TO NEW CATCH BASIN, SEE DETAIL HEREON. ORE DESIGN '-//PLAN PREPARED BY: RECOMMENDED CONSTRUCT MONOUTHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA Rm CITY OF RANCHO CUCAMONGA STMDMD PLM NO. W8. 10500 CIVIC CENTER DRIVE pp TO 00 �10TES ALL STA-n( B FAE N S 0 1 ALL sTA-n( IS ALONG 8+00 1 -800 DRAWN RANCHO CUCAMONGA, CA 91730 CONSTRUCT LOCAL DEPRESSION PER crry OF RANCHO CUCAMONGA STD. DWG. NO. 307. CASE A. 422-4133 CHECKED RIX 3 OF 8 TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE CITY CH PLIC.E. NO 20AW DRAWING NO. APPROVED. DATE FILE NO 2023