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Home My WebLink About4182-1G� Ell- N E, " R �', i A!, 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. A IND JIM v N w lop _07 7 nit to Owl a m Iva INV e-- E vi) AN ell VICINITY MAP 1 "-2000' APN: 0240-012- 10 AND - I I OWNER/DEVELOPER: CRESTWOOD CORPORATION 510 WEST CITRUS EDGE STREET GLENDORA, CA 91740 KEVIN KENT 626.914.1943 CIVIL ENGINEER: ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684.0093 CONSTRUCTION NOTES QTY INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE 504 EA CONSTRUCT 48" DIA. PRECAST SEWER MAN�HOLE PER CITY STD. 109 AN'D 112 2 EA INSTALL 4" VCP SEWER LATERAL PIPE 650/18 LF/EA 6" MAX. SIZE - NATIVE SOIL COMPACTED 90% womwma mom, WATER MAIN ST. CL. - SEWER MAIN a 2-1 5' W � ,IN SEWER LATERAL f MiN r W—V 00 C14 Wmm�� s WXMR LAT. SMICE WTER BY SEPARATE PLANS CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS Z, LEGEND INV. INVERT 1:1 SLOPE OR FLATTER (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION PLANS. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO WATER FONTANA WATER COMPANY MICHAEL MCGRAW TF TOP OF FOOTING EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 8440 NUEVO AVENUE 909.822.2201 /X, "A F.F. FINISH FLOOR 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR 1 MA X. SIZE F.G. FINISH GRADE FONTANA, CA 92335 Al full MA SELECTED NATIVE FL/HP FLOW LINE HIGH POINT _F N FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES RETAINING WALL BEDDING COMPACTED P"q FINKH qHRFA F GARDEN WALL 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC SHOWN OR NOT SHOWN ON THESE DRAWINGS. ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE 909.820.5598 909.875.5100 UNDERGROUND TRANSMISSION UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FONTANA, CA 92335 213.637.1233 PIPELINES FROM THE UTILITY EASEMENT. NOTICE TO CGNTRACTOR 909.357.6233 DISTRIBUTION 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. NATURALGAS SOUTHERN CALIFORNIA GAS CO RICKEY REYES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE 16231 VALLEY BOULEVARD 909.335.7508 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS FONTANA, CA 92335 ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER TELEPHONE VERIZON STEVE HOCK 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 1400 E PHILLIPS BLVD 909.469.6327 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR POMONA, CA 91766 800.483.5000 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. THE ENGINEER. CABLE TELEVISION COMCAST JACK HAYES 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO 1205 DUPONT AVENUE ONTARIO, CA 91761 909.390.4738 X1205 THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, KHO SALL P, OV f RD DR , AW , S Egg ING TO THE CITY ENGINEER. m Iva INV e-- E vi) AN ell VICINITY MAP 1 "-2000' APN: 0240-012- 10 AND - I I OWNER/DEVELOPER: CRESTWOOD CORPORATION 510 WEST CITRUS EDGE STREET GLENDORA, CA 91740 KEVIN KENT 626.914.1943 CIVIL ENGINEER: ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684.0093 CONSTRUCTION NOTES QTY INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE 504 EA CONSTRUCT 48" DIA. PRECAST SEWER MAN�HOLE PER CITY STD. 109 AN'D 112 2 EA INSTALL 4" VCP SEWER LATERAL PIPE 650/18 LF/EA 6" MAX. SIZE - NATIVE SOIL COMPACTED 90% womwma mom, WATER MAIN ST. CL. - SEWER MAIN a 2-1 5' W � ,IN SEWER LATERAL f MiN r W—V 00 C14 Wmm�� s WXMR LAT. SMICE WTER BY SEPARATE PLANS NOT TO SCALE G.B. GRADE BREAK Z, LEGEND INV. INVERT 1:1 SLOPE OR FLATTER (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION TOP OF CURB TRW OR ADEQUATE SHORING G.F. GARAGE FLOOR ELEVATION @ DRIVEWAY TF TOP OF FOOTING FL. FLOW LI N E 97.61 INDICATES PROPOSED ELEVATION /X, "A F.F. FINISH FLOOR (97.61) INDICATES EXISTING ELEVATION 1 MA X. SIZE F.G. FINISH GRADE SLOPE Al full MA SELECTED NATIVE FL/HP FLOW LINE HIGH POINT _F N RETAINING WALL BEDDING COMPACTED P"q FINKH qHRFA F NOT TO SCALE 4, J:\ 103- 1 ll\Sewer\sewOl.dwg, TO/ 17/2606 2:48tUM, h ],,cft G.B. GRADE BREAK INV. INVERT T.C. TOP OF CURB TRW TOP OF RETAINING WALL TF TOP OF FOOTING F_ C) -----1249 -"� EXISTING CONTOUR 97.61 INDICATES PROPOSED ELEVATION (97.61) INDICATES EXISTING ELEVATION SLOPE Al full MA INDICATES EXTRA DEPTH FOOTING _F N RETAINING WALL 4Z No, 6218,, GARDEN WALL Exp, _j* 4, J:\ 103- 1 ll\Sewer\sewOl.dwg, TO/ 17/2606 2:48tUM, h ],,cft