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Home My WebLink About2368-DQCONST. CURB OPENING CATCH BASIN PER CITY UTMEITIE5: OF RANCHO CUCAMONGA STD. PLAN NO 300. ARC LENGTH WATER CUCAM0 -A VALLEY WATER DISTRICT & SEWER TEL. (909) 987-2591 TELEPHONE VERIZOIN STD. PLAN NO. 320. TEL. (800) 483-3000 GAS ........ — — ---- SOUTHERN CALIFORNIA GAS CO. (D CONST. JUNCTION STRUCTURE NO 2 PER CITY TEL, (800) 427-2200 POWER 1 SOUTH1'1::PN CALIFORNIA Ebb -')UN CO. @ CONST. BERYL STORM DRAIN CLEAN OUT I LL. (800) 655-4555 T CARLE .V. CHARTE-P COMMUNICATIONS ............. ..................... ............... TEL. (909) 987-6275 QCONST. CURB OPENING CATCH BASIN PER CITY I EA. OF RANCHO CUCAMONGA STD. PLAN NO 300. ARC LENGTH V-DEPTH r 7-93', W=7'. 66038'56" CONST. LOCAL DEPRESSION PER STREET PLAN. I EA. CONST. STORM DRAIN MANHOLE NO. 3 PER CITY 2 EA. STD. PLAN NO. 320. 32,84' 17.67' (DCONST. 24" RCP. 429 LF. (D CONST. JUNCTION STRUCTURE NO 2 PER CITY I EA. STb.PLAN NO. 331, Invert Elevotio,n @ CONST. BERYL STORM DRAIN CLEAN OUT I EA. SEE SHEET 3 FOR DETAILS Pavement �r S 89036'58" W e1 0 TRACT NO. 17769 STORM DRAIN IMPROVEMENT PLAN NOTICE TO CONTRACTOR: THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE ABTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC, THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKE FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY,, IN ACCRDANCE WITH THE STANARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART A SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE ' OCCUPATIONAL SAFTY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' -CONSTRUCTION SAFETY ORDERS', THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS', CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J013 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTYj THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, WrMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ;CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING POP LIABILITY 019N6 FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9 TH'' STRE im _3E66-67 1 I ................... I _J I . . ................. UJ - I > 0 01. 2 ILL P/L— 0 0. CIO ZSTA 4+40.64 (-1-) 61 -1 33' 5 23044'05" E 12' WIDE EASEMENT FOR DRAINAGE AND, 16.91! STA 4+23 73 INCIDENTAL PURPOSES PEP SEPARATE NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH Cl 66038'56" 14,79' 22.50* 26,17' C2 C3 83-37'17" 45000'00" 20.12' 22.50- 9.32' 22.501' 32,84' 17.67' HORIZONTAL CONTROL PLAN AND INDEX MAP SCALE: I" -_ 30' STA 1+55.91 STA 0+48,79 STA 0+31.12 AC ............. Asphalt Concrete C/8 ........... Catch Basin CONC . ..... Concrete D/A ........... Driveway Appron EP ............. Edison Pole EX. .... . ....... Existing FH ............. Fire Hydrant FL ............. Flow Line Elevation ITV. ........... Invert Elevotio,n P/L ........... Property Boundary Line PVMT. ........ Pavement RW ............ Retaining Wall SMH .......... Sewer Manhole 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any S / .......... Z3 IG eWG I K TC ............. Top of Curb Elevation VICINITY MAP TRW ............. Top of Retaining Wall Elevation TW ............ Top of Wall Elevation FG ............ Finish Grade Elevation NOT TO SCALE FF ............. Finish Floor Elevation General Notes FS ............ Finish Surface Elevation TG _ ....... _ Top of Grate Elevation 1, All work shall be done in accordance with those plans, the City of Rancho Cucamonga Standards and the Standard INV ............. Invert of Pipe Elevation Specifications for Public Works Constuction - current edition, including its annual supplements of amendments. Contractor shall be Hv ............. Height of Retaining Wall familiar with and shall be responsible for adherence to these Standards and Specifications. WIF ............. Wooden Fence WM ............ Water Meter 2- All pipelines or substructurds of any kind, telephone or power poles, =enter meters, valves, fire hydrants, etc., shown or not shown. TBR ............ To Be Removed on these plans within the right -of -way limits or in adjacent areas v0erz Improvement work is to be dons shall be removed, replaced, GV ............ Gas Valve PM .......... Parking Meter relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such facilities ore shown on these LEGEND plans, I GO. 25) .......... Existing Elevation 4. A permit shall be obtained from the City of Rancho Cucamonga, Engineering Services Department prior to any encroachment or construction within any City of Raricho Cucamonga easement or right-of-way. Ex. Ground Contour Line ...... . Chain Link Fence 5, All grade stakes shall be set by the Contractor or Engineer. Paving -Stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals, Additional paving stakes may be required by City ....... Wrought Iron Fence Engineer as needed at warped or vertical curve areas. Ex, Structure 6, All sewer, water, el:ectic, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving, ............. Fire Hydrant -- - — — - - -_-_-_ Street Light 7. Compaction tests of embankment construction, trench backf ill, compacting original ground and all solo- grades shall be performed at no cost to the City of Rancho Cucamonga. A written repoct with these compaction tests shall be submitted to the City Engineer ...... Ex. Flow for approval prior to the placement of base materials and/or surfacing. ....... Pro, Flow Line Ex. Tree, Diameter 8. At the completion of paving, a materials report shall be submitted to the City Engineer, Listing all tests or determinations ? ......... completed to verify stability oil content and gradation of asphalt paving- ........ Catch Basin 9. Prior to Installation of any paving, a materials report shall be submitted to the City Engineer. listing all tests or deterrionathons Area Drain completed to verify: R-Vslue, sieve analysis and sand equivalent of aggregate base, Infiltration Trench 10. Paving shall be performed in accordance with R-Value and Pcvement tests taken to determine structural sections, ...... 3' Max Planter Wall 11. When improvements are to be placed on native soil, which consists of rocky material, the sub-grade shall be prepared by removing ...... Retaining Wall all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. ...... Underwalk Drain ...... Easement Area 12� if the aphnil't concrete is to be placed on sub-gracle, a soils sterilant registered: y the E.P.A. for use under A.C. and P.C.C. shall b be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving, 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plane, which is not sped f1coky listed in the estimate of quantities, -hall be considered as included in the Other items of work. 14. Street signs per City of Rancho Cucamonga Standard Number.401 shall be constructed at each intersection, 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction, Upon request the required plan revisions shall be promptly Submitted to the City Engineer for approval, 16, Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be Cleaned upon request of the inspector. 17. Contact all Utility Companies as required, 48 hours prior to excavation. CITY OF RAINICH0,CUCAMONGA PLAN ANb PROFILE TRACT 17769. SW CORNER OF 19th ST AN[) BERYL ST STORM DRAIN IMPROVEMENT POW 2014-00687 TITLE SHEET & NOTES APPPOVEb BY TE DA E: . CITY ENGINEER: P.C.E. NO. 67514 DESIGN: '-SIUBDIVISION RECOMMENDED: l