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HomeMy WebLinkAbout1796-D BENCHMARK 373.336m (ELEV: 1224.855) CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165 DESCRIPTOIN: CHISELED "X0 ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE.. 0.25 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P. IfT2705B C1 Y OF --RANCHO CUCAMONGA ID RM F [i--; I-i� S� Call: TOLL FREE 1= Underground Service Alert L%A- 1 I M V�F k @ 1-800-422-4133 FROM ETIWANDA AVENI UE TO 490m ( 1600') EASTERLY TWO WORKING DAYS BEFORE YOU DIG _J :J GENET. NOM: M ABEIREMONS 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard PT ANGLE POINT Specifications for Public Works Construction. (Green Book), 1994 Edition and including the 1995 NORTH SOUTH 1C ASPHALT CONCRETE p1t0=11, I A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION 1100­­ aawma supplement. R/W R/W AVE AVENUE CUCAMI%M 2. Public and Private utilities and substructuresshown hereon are from available records. The -.40 CALTRANS RIGHT OF WAY 10" BC BEGIN CURVE Contractor shall be responsible for protecting all utilities and substructures as shown within the BCR BEGIN CURB RETURN -1 BLVD BOULEVARD construction limits of this project and shall be responsible for any damage as a result of ft BM BENCH MARK construction operations. VARIES 15 . 3m - 18 . 3m ( 507 - 60) ) 1 15. 3m ( 50' ) CAB CRUSHED AGGREGATE BASEx. C.B. CATCH BASIN Alk"Md It d -OW-422-4133 and the following utilities two WSW Rd 3. The Contractor shall notify Underground Service Alert I CB CURB working days prior to construction or regarding any problems. a- 9 . 8m ( 32 ' + 9 . 8m ( 32 ' +- ) a_ CF CURB FACE earyrm St UJ CFS CUBIC FEET PER SECOND Routim der construe0m) Southern California Edison Co. 909 357-6240 CENTERLINE Highland Ar Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 rtirte*d Southern California Edison Co. - EMERGENCY ONLY Boo 611-1911 EXIST. AC - MEDIAN STA: CCWD CUCAMONGA COUNTY WATER DISTRICT PAVEMENT 4. Om 13 3. 3m 11 ' 2+11.77m (6+94 77) CMP CORRUGATED METAL PIPE Sale Larie, Southern California Gas Co. - Rich Gibson 909 335-7583 TO STA: 3+12.30'm CONC. CONCRETE Verizon Telephone Co. - Ivan Robidoux 760 245-0846 1 D/W DRIVEWAY Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 (10+24.59) E ELECTRICAL Arrow R Arrow Rt Cucamonga County Water District 909 483-7440 L2A =-_S% VARIE E'LY EASTERLY �:JF ah SM -3M /I�RIE_7 Metropolitan Water District Joe Mirone 909 776-267-& EC END CURVE „Freeway ECR END CURB RETURN ab St 4. The contractor shaft notify the City of Rancho Cucamonga Police Department, The City of Rancho EV ELECTRICAL VAULT FG FINAL GRADE Cucamonga Fire Department and any affected school district 72 hours prior to construction to advise a FH FIRE HYDRANT them of any detour and/or road closures. 75mm (3")G FL FLOWLINE I X FPS FEET PER SECOND 5. For Inspection of this project, the Contractor dxffi contact the Public Works Section at (909) 405mm (16 VE CONSTRUCTION OPERATIONS IN THE VICINITY OF METROPOLITAN WATER FACILITIES FS FINISH SURFACE 477-2740 ext. 4075. Monday - Thursday, and at least two working days prior to the construction CORNWALL AVE 1 1 . 0m ( 361 ) SHALL BE IN ACCORDANCE WITH MWD'S PIPELINE LOADING RESTRICTIONS: G GAS LINE start date. TO EAST Metropolitan's pipelines and conduits vary in structural strength, and some are G8 GRADE BREAK 6. A permit Shall be obtained from the City of Rancho Cucamonga prior to any construction or 1 8 m 4 2 I not adequate for AASHTO H-20 loading. Therefore, specific loads over the GM GAS METER specific sections of pipe or conduit must be reviewed and approved by GTE GENERAL TELEPHONE encroachment within any City of Rancho Cucamonga easement or rights-of-way. GTR. GUTTER LOCATION MAP Metropolitan. However, Metropolitan's pipelines are typically adequate for HP HIGH POINT 7. A permit will be obtained from CAL-TRANS prior to any construction or encroachment within any AASHTO H-20 loading provided that the cover over the pipeline is not less INV INVERT WT M SCALE CALTRANS easement or rights-of-way. The contractor shall notify the designated CALTRANS than four feet or the cover is not substantially increased. If the temporary LAT LATERAL representative and the Transportation Management Center at kxnd 7 dkiys before initiating a Ions cover over the pipeline during construction is between three and four feet, LofG LIP OF GUTTER LT LEFT closure or conducting an activity that may cause a traffic Impact. A confirmation notification should CONSTRUCT 1980mm (78") equipment must be restricted to that which imposes loads no greater than M METER occur 3 days before closure or other potential impacts. RCP 1300-D STORMDRAIN 8. 2m ( 27' ) 1 AASHTO H-10. If the cover is between two and three feet, equipment must mm MILLIMETER WITH WATERTIGHT JOINTS PER be restricted to that of a Caterpillar D-4 tract-type tractor. If the cover is MED MEDIAN a. The Contractor shall ferniftefize himself with all underground utilities, p" and structures, and shall CALTRANS STANDARD -------- less than two feet, only hand equipment may be used. Also, if the contractor M.H. MANHOLE take sole responsibility for the repoir/replocernent, at no cost to the City, for any damage to sold SPECIFICATIONS, DATED JULY plans to use any equipment over Metropolitan's pipeline which will impose loads M.W.D. METROPOLITAN WATER DISTRICT underground utilities, pipes and structures. 1999, SECTION 61-1.02 greater than AASHTO H-20, it will be necessary to submit the specifications of N'LY NORTHERLY "PERFORMANCE REQUIREMENTS I such equipment for our review and approval at least one week prior to its use. PCC PORTLAND CEMENT CONCRETE 9. At least one 3.7m (121 twelve foot wide traffic lane shall be nwhitah, for each direction of travel on FOR CULVERT AND DRAINAGE PRC POINT OF REVERSE CURVE Foothill Blvd, at all times. More restrictive requirements may apply to the loading guideline over the San PVC POLYVINYL CHLORIDE PIPE JOINTS" AND SECTION I Diego Pipelines 1 and 2, portions of the Orange County Feeder, and the PA PROPERTY LINE 10. On the date and at the time of the submittal of the bidder's proposal the prime contractor show possess 65-1.06 "JOINTS" Colorado River Aqueduct. Please contact MWD, Mr Joe Mirone, (909) 776-2664 Q FLOW (CFS any and all contractor licenIses. In form and class as required by any and all applicable laws with respect for loading restrictions on all of Metropolitan's pipelines and conduits. ALSO RC RELATIVE &PACTION to any and all of the work to be performed under this contract; including but not limited to a class "A" REFER TO MWDSTD. DWG. FIGURE 1. R.C.P. REINFORCED CONCRETE PIPERT RIGHT license (general engineering contractor) sufficient to cover all the work to be performed by the prime 1 RTE ROUTE contractor in accordance with the provisions of the contractor's license low (California Business and SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Professions Code. section 7000 &L Seq.) and rules and regulations adopted pursuant thereto. S.C.G. SOUTHERN CALIFORNIA GAS COMPANY A S.D. STORM DRAIN S'LY SOUTHERLY ST . STATI ST.ASTA. STREETON STATION ST STREET MWD 3.66m (144") S/W SIDEWALK EXISTING SURVEY MONUMENTATION STEEL PIPELINE TB TOP OF BERM STA: 3+76.15m TC TOP OF CURB All existing survey monuments that will be disturbed by this project shalt be protected In place. Arrt (12+34.09) TOT.F. TOP OF FOOTING monuments disturbed shall be referenced and meetby the City's Construction Surveyor In accordance with EAST AVE. 18. 3m ( 6 0' ) T.G. TOP OF GRATE TIN TOP OF WALL Section 8771 of the California Surveyors Act. Monument locations found by record search are shown on W WATER the plans and full descriptions are on file. None of the noted monuments will be disturbed by this WLY WESTERLY project � ; WM WATER METER MWD 3.66m (144") WV WATER VALVE MB 278/118 11" IP W/ NAIL, NO REF IN PLACE OF SECS 2- DIA BRASS CAP, SW COR. SEC 4 STEEL PIPELINEETIWANDA AVE. TO T.IS., R. 6W., SM PER SBCSFB 4015/11" 21 . 3 m ( 7 0' ) STA 3+76.15m MB 278/95 PK NAIL NAIL AND WASHER STAMPED LS 31811 PER RS 98/10-11 (12+34.09) S & T PER TRACT MAP 4578 20 I. P. PER TRACT 4578 BASIS OF BEARINGS TMICAL CROSS SECTION FOOTHILL BLVD. *- THE BEARING OF N89"11'35"E FOR FOOTHILL BLVD., PER PLAT HORIZ: 1:3m (110') T SCALE: .1. g RECORDED IN BOOK 278, PAGES 96-103 OF MAPS, IN RECORDS OF VERT: 1:0.6m (1"-2') ADDED mwl> RIW Si� 3,4, ,e 5 SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED FOR THE BASIS OF BEARINGS FOR THIS PLAN. crry DESCRIPTION OF REVISION DATE APPROVE& UTIUTY POTHOUNG: CONSTRUCTION NOTES: . THE CONTRACTORS ATTENTION IS DIRECTED TO THE GREENBOOK. SECTION 5-1. UTILITIES. THE FIRST SENTENCE OF THE LAST PARAGRAPH (a--CONSTRUCT MANHOLE No. 4, PER CITY OF RANCHO CUCAMONGA SM. 321, 322, CITY OF RANCHO CUCAMONGA SHALL BE DELETED AND REPLACED WITH THE' FOLLOWING: %Ar%M NGA_ 324, AND 325 THE CONTRACTOR SHALL DETERMINE BY POTHOLING THE LOCATION AND (2Y--CONSTRUCT 1980mm (78*) RCP 1300-D WITH WATERTIGHT JOINTS AND REPAIR TITLE SHEET DEPTH OF ALL UTILITIES, SERVICE CONNECTIONS, INCLUDING THE TRENCH PER CITY STD'S 120 AND 341 SPECIFIC SPOT LOCATIONS LISTED BELOW, WHICH HAVE BEEN MARKED /�Z\ BY THE RESPECTIVE OWNERS AND WHICH MAY AFFECT OR BE AFFECTED CONSTRUCT MH No. 2, PER CITY OF RANCHO CUCAMONGA STD. 319, 324, AND 325 FOOTHILL BO ULEVARD STORM BY ITS OPERATIONS. THE POTHOLING SHALL BE DONE AS THE FIRST DRAIN IMPROVEMENTS ORDER OF WORK AFTER ADVANCE NOTIFICA71ON SIGNS HAVE BEEN (D-CONSTRUCT 1070mm (42 ) JCP 1300-D WITH WATERTIGHT JOINTS AND REPAIR POSTED. ST D'S PER CITY S 'S 120AAND 341 FROM ETIWANDA AVE. TO 490m (1600 ) EASTERLY 15" CONSTRUCT CONCRETE PIPE CLOSURE, PER SAN BERNARDINO COUNTY STD. 176 STREET SM- 12+34.09 2-rLT. MWD PIPELINE STREET STA: STA: 6+24.72 2-rLT. CCWD SEWER @-CONSTRUCT EXPANSION JOINT FILLER PROTECTION FOR OVERCROSSING OF M.W.D. QaoFESS, APPROVED BY: DATE: PIPELINE PER M.W.D. STD. C-11632 CITY ENG\ INEER �A( RICE: 14953 SHORING AND BRACING: 70-REPLACE LOOPS PER CALTRANS STANDARDS, THAT WILL BE DESTROYED 13Y THE -- 1 A CALTRANS PERMIT IS REQUIRED TO BEGINNING WORK ON THIS 6?2 'r 1STORM DRAIN INSTALLATION 0 DESM -'-AN PREPARED Byi RswamPROJECT. 8a-CONSTRUCT ! -CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING THE STORM DRAIN TRENCH - No. 24953 z 0 CITY OF RANCHO CUCAMONGA PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 21 Exp. 12-31-04 CSB TO OBTAIN THE CALTRANS PERMIT THE CONTRACTOR SHALL PROVIDE W. 10500 CIVIC CENTER DRIVE SHORING AND BRACING CALCULATIONS TO CALTRANS FOR REVIEW AND PER SIGN DPAM RANCHO CUCAMONGA, CA 91730 SHEET APPROVAL PRIOR TO COMMENCING WORK. THEY SHALL BE PREPARED BY 4 CIVII. g,/ CSB 1 oF 6 A LICENSED ENGINEER. AND DELIVERED TO MR. EBI SIANAKI, AT @-SAWCUT, REMOVE AND REPLACE MEDIAN TO ALLOW FOR TRAFFIC CONTROL DETOUR. OWF CALTRANS IN SAN BERNARDINO, (909) 383-6348. INSTALL TEMPORARY AC, 100mm (4w) OVER NATIVE CHEMCM LC.F- No- OPAWNG NO. JAD OM 10-29-01 FLE W =01_1 1796 . N Q z K rn rn M TA _ -� r n . - INV. EL 360.62rYh (1183.14) f O N 3 _ _-__ : _�w__-__ ___-__..__, ________________._-- . ..__ �_ J. c -.. , : , . F o i' N IIa I m II N ! ! _. . ._ I� ' z ! . . . �! Z O _ �. _, __._._� O _ _a_., _ _...____ ..__,... __ ..._ _ _ _ _ ._._ _ _ __ �.:. _,.� = m ,, _ -. _._..----- --- ----- �-.,_�, .. -_..-- --. ._� . _ - . p v ! ! . ! ! 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