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Home My WebLink About3968-10 SEWER IMPROVEMENTS NOTFIES. 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 It GREEN BOOK 11 , 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. 8. 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION 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. 11. 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. 12. 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. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TEES 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 OF THE MONUMENT. CL 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND In BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED 114- AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY 61 VEHICLES. "-i 61 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR CD C) DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO 0i THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN N11 0 APPROVAL. N11 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 0) 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF C) THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM (U UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE lq- CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING I-0, OR LEAVING IMPROVEMENTS. 'Ile 00 0 OWNER/DEVELOPER FONTANA 56 INVESTORS, LLC U d CENTERSMNE COMMUNITIES L 3500-B WEST LAKE CENTER DRIVE CJ SANTA ANA, CA 92704 c: d TEL: (714) 437-QSOO 4-> c - CONSTRUCTION DRAWINGS FOR THE CITY OF FONTANA SEWER I.MPROVEMENT PLANS 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT.PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. 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. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN 'IS" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 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, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER CONSTRUCTION NOTES & QUANTITIES: TRACT NO, 1.6839 MH #1 0 ot� z Ld Z > Uj TRACT BOUNDARY z m ri _j ...... 2 z 3 > _j 3 C/Ll PEOPI _j TRACT BOUNDARY----/ TR.,1-V_-,_r 100,�4 C/L BASELINE AVE 0 0 LL. S D ENGINEERING AND ASSOCIATES rr% cu LAND PLANNING AND CIVIL ENGINEERING DIAL BEFI 723 N. I'D" STREET, SUITE 1 - SAN BERNARDINO, CALIF. 92401 V 40^10 OQA_Aqo)A YOU C) PH r4c. %909) 5act-709v r A V. cu P I TOLL FREE -qqmmw"" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION --4zec.c:-r-4'T>rclWi CiFESS/04, IR D c_n No. 36361 m m Exp. OMM2 A. A DATE I ENGR.1 CITY I DATE �w lc�mma EX. GROUND OR - PROP. SUBGRADE 3" MAX. SIZE NATIVE ' SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE - SOIL, COMPACTED 90% 6" 10" Y2 of CRUSHED STONE BEDDING - PER STD. SPECS., FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN BELOW 1 4 4 11 4 3 4_7 7. , I` Uj N > QUAN11TY LU z ITEM DESCRIPTION UNIT - TRACT NO. ASTM C 131 TEST GRADING 3/4" TO N 0. 8 16839 - z Ld > CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 2,283 LF Ld DETAIL ON SHEET 1. VICTORVILLE, CA 92392-2407 FONTANA, CA 92335 z < CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA 7 EA WILTEL, INC. STD. NO. 112. FIBER-OPTIC TELECOMMUNICATIONS FONTANA WATER COMPANY LAS VEGAS, NEVADA TO: LOS ANGELES, CA CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY UPLAND, CA 91.786 FONTANA CA, 92334 r-z`� OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER 1,530 LF U2 CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN 909) 947-9441 (LOCAL CONTACT) IEGEND OF SYMBOL$. LANDSCAPE AREAS) LINE D FROM STA 10+00.00 TO INSTALL 8" VCP PLUG 1 EA LINE C FROM STA JOIN EXIST SEWER MAIN, CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER 1 EA 16+88.00 CITY OF FONTANA STD. NO. 112. LINE E FROM STA 10+00.00 TO PLUMBING CONTRACTOR TO INSTALL DUAL WASTE SEWER BACKFLOW 12+92.61 EA DEVICES PER U.P.C. 0 0 LL. S D ENGINEERING AND ASSOCIATES rr% cu LAND PLANNING AND CIVIL ENGINEERING DIAL BEFI 723 N. I'D" STREET, SUITE 1 - SAN BERNARDINO, CALIF. 92401 V 40^10 OQA_Aqo)A YOU C) PH r4c. %909) 5act-709v r A V. cu P I TOLL FREE -qqmmw"" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION --4zec.c:-r-4'T>rclWi CiFESS/04, IR D c_n No. 36361 m m Exp. OMM2 A. A DATE I ENGR.1 CITY I DATE �w lc�mma EX. GROUND OR - PROP. SUBGRADE 3" MAX. SIZE NATIVE ' SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE - SOIL, COMPACTED 90% 6" 10" Y2 of CRUSHED STONE BEDDING - PER STD. SPECS., FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN BELOW 1 4 4 11 4 3 4_7 7. , I` 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. VICINITY MAP N.T.S, BENCHMARK: ELEV. 1365.01 CALTRANS BENCH MARK NO. 361 SPIKE IN NORTH FACE OF POWER POLE #1536697E @ SOUTH WEST -CORNER OF BASELIKE AVENUE & SULTANA AVENUE SH gET 3 --1 41 -R-U C TU R E -S UNDERGROUND UTILITIES & ST -Y UNDERGROUND UTILITIES OR THE EXISTENCE AND LOCA11ON OF AN 4D ll_ - .- A STRUCTURES SHOWN IN THESE PLANS' ARE OBTAINED BY- A SEARCH OF x AT AVAILABLE RECORDS. TO THE BEST* OF OUR KNOWLEDGE, THERE ARE NO (4, EXISTING UTILIIIES EXCEPT THOSE SHOWN ON THESE PLANS. THE Jr y -2 Q U\4DA R-Y-� 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 LAj RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF > THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN,, WRITING AND r- MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PRIVATE ENGINEERS NOTICE TO CONTRACTORS 0 T,��i 4 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE LAj 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 � am ____ - I � � _ A r) klr)T DC" I WITC' Tn r)DKAAI %A10 V1 t'-% f) D(Z AKIn TUAT TUC' i N I INDEX MAP SCALE: 1 "= 150' l' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 8" V.C.P. SEWER NOMINAL SIZE Uj N > 0 x LU z 1-210 FREEWAY LLj z NO. 4 LLJ D ASTM C 131 TEST GRADING 3/4" TO N 0. 8 > LLj - z Ld > 90 TO 100 20 TO 60 0. Ld 8 VICTORVILLE, CA 92392-2407 FONTANA, CA 92335 z < (909) 428-8411 D 1 WILTEL, INC. WATER FIBER-OPTIC TELECOMMUNICATIONS FONTANA WATER COMPANY LAS VEGAS, NEVADA TO: LOS ANGELES, CA BASELINE AVENUE UPLAND, CA 91.786 FONTANA CA, 92334 P.O. BOX 21348, MD 26-3 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. VICINITY MAP N.T.S, BENCHMARK: ELEV. 1365.01 CALTRANS BENCH MARK NO. 361 SPIKE IN NORTH FACE OF POWER POLE #1536697E @ SOUTH WEST -CORNER OF BASELIKE AVENUE & SULTANA AVENUE SH gET 3 --1 41 -R-U C TU R E -S UNDERGROUND UTILITIES & ST -Y UNDERGROUND UTILITIES OR THE EXISTENCE AND LOCA11ON OF AN 4D ll_ - .- A STRUCTURES SHOWN IN THESE PLANS' ARE OBTAINED BY- A SEARCH OF x AT AVAILABLE RECORDS. TO THE BEST* OF OUR KNOWLEDGE, THERE ARE NO (4, EXISTING UTILIIIES EXCEPT THOSE SHOWN ON THESE PLANS. THE Jr y -2 Q U\4DA R-Y-� 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 LAj RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF > THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN,, WRITING AND r- MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PRIVATE ENGINEERS NOTICE TO CONTRACTORS 0 T,��i 4 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE LAj 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 � am ____ - I � � _ A r) klr)T DC" I WITC' Tn r)DKAAI %A10 V1 t'-% f) D(Z AKIn TUAT TUC' i N I INDEX MAP SCALE: 1 "= 150' l' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 8" V.C.P. SEWER NOMINAL SIZE 1-1/2 1" 3/4" 1/2 3/8 NO. 4 NO. 8 ASTM C 131 TEST GRADING 3/4" TO N 0. 8 - - 100 90 TO 100 20 TO 60 0 TO 15 0 TO 5 8 TYPICAL BEDDING FOR SEWER V.C.P. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WIITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DlUGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0qqFESS W w m M NO, 36361 rrl EXP, 6-30-08 CIV L 01 F I 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: ELECTRICITY SEWER SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA DISTRIBUTION PLANNING 8353 SIERRA AVENUE 7951 REDWOOD AVENUE P.O. BOX 518 FONTANA, CA 92335 FONTANA, CA 92335 (909) 357-6221 (909) 350-6632 GAS VERIZON CALIFORNIA. INC. SOUTHERN CALIFORNIA GAS CO. 13911 PARK AVENUE DISTRIBUTION PLANNING SUITE 200 16231 VALLEY BOULEVARD VICTORVILLE, CA 92392-2407 FONTANA, CA 92335 (760) 245-0846 (909) 428-8411 1 WILTEL, INC. WATER FIBER-OPTIC TELECOMMUNICATIONS FONTANA WATER COMPANY LAS VEGAS, NEVADA TO: LOS ANGELES, CA 8440 NUEVO AVENUE UPLAND, CA 91.786 FONTANA CA, 92334 P.O. BOX 21348, MD 26-3 (909) 822-2201 TULSA, OK 74121 918) 588-3397 10+00.00 909) 947-9441 (LOCAL CONTACT) IEGEND OF SYMBOL$. em �� TRACT BOUNDARY LOT LINE/ RIGHT OF WAY CENTERLINE LOT NUMBER 0 SEWER MANHOLE Ppnpnqrn PwFp KAmj BASIS OF BEARINGS BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF SAN SEVAINE ROAD SHOWN AS N00012'45"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 Prepared Under The Supervision Of : SURESH DODDIAH R.C.E. 36361 EXP 6-30-08 DATE: CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS. DRAWN BY - WL TITLE SHEET DESIGNED BY: TRAPT WL �7NO. 16839 CHECKED BY: APP76VED BY: WL df'T-Y*'*-E R_G IN tElR R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: 12-12-04 DRAWNG NO.: 3968 /4 PROPOSED STORM DRAIN PROPOSED WATER MAIN INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 LINE A FROM STA 10+00.00 TO STA 12+06.74 LINE B FROM STA 10+00.00 TO STA 12+93.04 3 LINE D FROM STA 10+00.00 TO STA 18+35.08 4 LINE C FROM STA 10+00.00 TO STA 16+88.00 LINE E FROM STA 10+00.00 TO STA 12+92.61 Prepared Under The Supervision Of : SURESH DODDIAH R.C.E. 36361 EXP 6-30-08 DATE: CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS. DRAWN BY - WL TITLE SHEET DESIGNED BY: TRAPT WL �7NO. 16839 CHECKED BY: APP76VED BY: WL df'T-Y*'*-E R_G IN tElR R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: 12-12-04 DRAWNG NO.: 3968 /4