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Home My WebLink About3969-1STORIVIDRAIN GENERAL NOTES: 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. S. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF U11LITIES SHOWN HAVE BEEN DETERMINED. FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE TION AND ELEVATION CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCA OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 'BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT Or THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 11MES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC71ON WITHOUT PRIOR WRITTEN APPROVAL 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. OWNER/DEVELOPER FONTANA 56 INVESTORS1, LLC CENTERSMNE COMMUNIIIES 3500-B WEST LAKE CENTER DRIVE SANTA ANA, CA 92704 TEL: (714) 437-0801 C D .9 10:1 0 LAND PLANNING' AND CIVIL ENGINEERING CD 723 N. "D" STREET, SUITE I SAN BERNARDINO, CALIF. 92401 BID) r 0 PHONE (909) 884-7090 FAX (909) 884-0124 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED., TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDED A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHED SHALL BE fc = 5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc 6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. CONSTRUCTION DRAWINGS FOR THE CITY OF FONTANA s. rORM DRAI N IMPROVEMENT PLANS z z 0 - < > Ld 0 N GRAPHIC SCALE 150 0 75 150 no IN FEET I inch = 150 f t. INDEX MAP INDEX. OF DRAWINGS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 LINE A STA 10+00.00 - STA 15+09.80 3 LATERAL PROFILES AND DETAILS 4 DETAILS 5 DETAILS CONSTRUCTION NOTES & QUANTITIES: TRA. T NON 16.839 C TRACT BOUNDARY RAC-� -1-5 E) 8-1 7 '�7 52 61 1 60 4 ' --j 5 49 47 487 �46 .44 1 48 142 '3 1 7 7-41' F C/� DI�IKE .�ANEI 41 *'.." -- ". I I I ;i 40 i< C/L ANNAPOLIt AVO t 1 1 1 1 i 11 -58 1 8 1 32 33j 34 i 36 /;a go 3D �tl N El: A 'Ile I 31 LJ CL TRACT J Li 27 1 25 i 26 _24 2--2 2-1 20 z (n BOUNDARY > Ll N El A Z 2 2-6 0 /L JPEPP ERDINE R 4 6 70 10 1 H Y2 J3 1 14 Y6 16 17 LIJ _S H E E -J'2_- _j N%ll TRACT BOUNDARY77 7 C/L BASELINE AVE _ _ _ _ 600 �.rqJ-\C r -189,64 r rq C r 0 2-5 -1 TOLL FREE 'qqmmF"1-'800-'227-2600 A OUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION -Recoortl 1>-aWt DATE I ENGR.1 CITY I DATE 0 OFESSIn "D CD Uj No. 36361 cr. Ev."12 BASIS OF BEARINGS BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF SAN SEVAINE ROAD SHOWN AS NOO*12'45"E PER TRACT NO. 15961 RECORDED IN BOOK 288 OF MAPS, PAGES 7 THROUGH 10, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA LEGAL DESCRIPTION: A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER AND A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL WITHIN SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. Uj N > Of Uj BASELINE AVENUE PRQJEQT L9CATION 0 cr_ Ini z < (n Uj < Y. Fj Uj VICINITY MAP N.T.S. 1-210 FREEWAY BENCHMARK: ELEV. 1365.01 CALTRANS BENCH MARK NO. 361 S . PIKE IN NORTH FACE OF POWER POLE #1536697E @ SOUTH WEST CORNER OF BASELINE AVENUE & SULTANA AVENUE UNDERGROUND UTILITIES STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIEt EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND F THESE PLANS. MUST BE APPROVED BY THE PREPARER 0 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT 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 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UTILITY PURVEYORS: ELECTRI CI TY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 3ww SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA CA 92335 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA CA 92335 (909) 35b-6632 VERIZON CALIFORNIA, INC. 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 (760) 245-0846 WILTEL, INC., FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. E30k\21348, MD 26-3 TULSA, OK 74121 �918) 588-3397 909) 947-9441 (LOCAL CONTACT) , LEGEND: (909) 350-6632 PROPERTY BOUNDARY LOT LINE CENTERLINE EX. GROUND OR PROP. SUBGRADE OFFSITE R/W EASEMENT LINE 3" MAX. SIZE NATIVE - DAYLIGHT LINE SOIL, COMPACTED 95% TC FL BW HP PE BSL FG NG TF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INT0 CONFORMANCE WITH CONDITIONS AND STANDAMS IN EFFECT. STORM DRAIN SEWER LINE 6" MAX. SIZE NATIVE ------- WATER LINE SOIL., COMPACTED 90% TOP OFCURB FLOWLINE 6" MIN. BACK OF WALK 10- MAX. HIGH POINT x CRUSHED STONE BEDDING PAD ELEVATION PER STD. SPECS. FOR PUBLIC STREET NAME/STOP SIGN WORKS CONSTRUCTION TABLE 200 STREET LIGHT 1.2 [A] SHOWN BELOW ,71./," 77',77 7/ 7 ,x, "o 7 C-4 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% RCP STORM DRAIN BUILDING SETBACK LINE PROPOSED FINISH GROUND EXISTING NATURAL GROUND TYPICAL BEDDING FOR STORM DRAIN R.C.P. TOP OF BLOCK WALL FOOTING 4/4, c,�k D Vol % rn rq M NO, 36361 EXP. 6-30-08 CIVIL 11F C Prepared Under The Supervision Of SURESH DODDIAH R.C.E. 36361 EXP 6-30-08 DATE: Uj z Uj > < (n D CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SCALE: WL AS SHOWN TITLE SHEET DESIGNED BY: DATE: WL TRA.CIT NO. 16839 12-12-04 CHECKED BY-/' APP OVED 0' DRAWNG NO.: 21� QUANTITY ITEM DESCRIPTIION UNIT TRACT'NO. 16839 (D INSTALL 36" DIA. R.C.P., D -LOAD PER PLAN 122 LF INSTALL 30" DIA. R.C.P., D -LOAD PER PLAN 91 LF INSTALL 24" DIA. R.C.P., D -LOAD PER PLAN 348 LF INSTALL 18" DIA. R.C.P., D -LOAD PER PLAN 37 LF CONSTRUCT CATCH BASIN, WIDTH PER PLANS, PER APWA STD. PLAN 300-2 (SEE SHEET 4) 5 EA CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE A, H=211 (SEE SHEET 4) 2 EA CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1 (SEE SHEET 5) 1 EA CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2 (SEE SHEET 4) 3 EA CONSTRUCT CONCRETE -COLLAR PER APWA STD. PLAN 380-3 (SEE SHEET 4) 1 EA CONSTRUCT STD. REPAIR TRENCH PER CITY STD. PLAN NO. 131. 350 SF CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE B, H=2" (SEE SHEET 4) 3 E TOLL FREE 'qqmmF"1-'800-'227-2600 A OUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION -Recoortl 1>-aWt DATE I ENGR.1 CITY I DATE 0 OFESSIn "D CD Uj No. 36361 cr. Ev."12 BASIS OF BEARINGS BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF SAN SEVAINE ROAD SHOWN AS NOO*12'45"E PER TRACT NO. 15961 RECORDED IN BOOK 288 OF MAPS, PAGES 7 THROUGH 10, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA LEGAL DESCRIPTION: A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER AND A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL WITHIN SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. Uj N > Of Uj BASELINE AVENUE PRQJEQT L9CATION 0 cr_ Ini z < (n Uj < Y. Fj Uj VICINITY MAP N.T.S. 1-210 FREEWAY BENCHMARK: ELEV. 1365.01 CALTRANS BENCH MARK NO. 361 S . PIKE IN NORTH FACE OF POWER POLE #1536697E @ SOUTH WEST CORNER OF BASELINE AVENUE & SULTANA AVENUE UNDERGROUND UTILITIES STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIEt EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND F THESE PLANS. MUST BE APPROVED BY THE PREPARER 0 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT 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 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UTILITY PURVEYORS: ELECTRI CI TY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 3ww SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA CA 92335 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA CA 92335 (909) 35b-6632 VERIZON CALIFORNIA, INC. 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 (760) 245-0846 WILTEL, INC., FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. E30k\21348, MD 26-3 TULSA, OK 74121 �918) 588-3397 909) 947-9441 (LOCAL CONTACT) , LEGEND: (909) 350-6632 PROPERTY BOUNDARY LOT LINE CENTERLINE EX. GROUND OR PROP. SUBGRADE OFFSITE R/W EASEMENT LINE 3" MAX. SIZE NATIVE - DAYLIGHT LINE SOIL, COMPACTED 95% TC FL BW HP PE BSL FG NG TF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INT0 CONFORMANCE WITH CONDITIONS AND STANDAMS IN EFFECT. STORM DRAIN SEWER LINE 6" MAX. SIZE NATIVE ------- WATER LINE SOIL., COMPACTED 90% TOP OFCURB FLOWLINE 6" MIN. BACK OF WALK 10- MAX. HIGH POINT x CRUSHED STONE BEDDING PAD ELEVATION PER STD. SPECS. FOR PUBLIC STREET NAME/STOP SIGN WORKS CONSTRUCTION TABLE 200 STREET LIGHT 1.2 [A] SHOWN BELOW ,71./," 77',77 7/ 7 ,x, "o 7 C-4 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% RCP STORM DRAIN BUILDING SETBACK LINE PROPOSED FINISH GROUND EXISTING NATURAL GROUND TYPICAL BEDDING FOR STORM DRAIN R.C.P. TOP OF BLOCK WALL FOOTING 4/4, c,�k D Vol % rn rq M NO, 36361 EXP. 6-30-08 CIVIL 11F C Prepared Under The Supervision Of SURESH DODDIAH R.C.E. 36361 EXP 6-30-08 DATE: Uj z Uj > < (n D CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SCALE: WL AS SHOWN TITLE SHEET DESIGNED BY: DATE: WL TRA.CIT NO. 16839 12-12-04 CHECKED BY-/' APP OVED 0' DRAWNG NO.: 21�