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Home My WebLink About5817-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LA TEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIA TEL Y 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 /N THE STA IF OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED177ON 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 /N 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 /N THE PUBLIC RIGHT OF WAY W/TROUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE /NFORMA TION, 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 EXCA VA TION. 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 APPROPR/A 7F AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINA 7F 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 TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THA T WILL BE DESTROYED AS A RESUL T OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 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 EXCA VA 7FD MA TER/AL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THA T PORTION OF THE WORK UNTIL 774E SPECIFIED DENSI TY IS OBTAINED. 22. 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 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG 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 7HE 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 CONNECTONS 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 2q MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INS/DE 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 "S" 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 IMMEDIA TEL Y. 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 PR/OR TO PAVING OF STREETS 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PA VEMENT PR/OR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PA V/NG. 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. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR. - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCT/ON PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCT/ON OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. CITY OF FONTANA. UTILITY NOTIFICATION LIST CITY OF FONTANA (SEWER) A T& T 8353 SIERRA A VENUE 22311 BROOKHURST STREET FONTANA, CA 92335 SUI TE 203 (909) 350-6632 HUN77NGTON BEACH, CA 92646 SO. CALIF. GAS COMPANY (714) 963-7964 1981 W. LUGON/A A VENUE REDLANDS, CA 92374 SPRINT (909) 335- 7967 2592 DUPONT DRIVE EMERGENCIES- (800) 427-2200 /RVINE, CA 92612 (800) 659-9698 SO CALIF. EDITON COMPANY 300 N. PEPPER AVENUE TIME WARNER CABLE RIALTO, CA 92376 1500 AUTO CENTER DRIVE (909) 820-5598 - UNDERGROUND ONTARlO, CA 91761 (909) 875-5100 - TRANSMISSION (909) 975-3439 (213) 637-1233 - PIPELINES SUNESYS, LLC (909) 357-6505 - DISTRIBUTION 1325 PICO STREET 1106 WEST VALLEY WATER DISTRICT CORONA, CA 92881 (951) 278-0400 ATTN: ENGINEERING DEPARTMENT 855 W. BASELINE ROAD UNDERGROUND SERVICE R/AL TO, CA 92376 ALERT (909) 875-1804 (800) 422-4133 DEVELOPER/OWNER ENGINEER LENNAR HOMES K&A ENGINEERING, INC 980 MONTEC/TO DRIVE, SUITE 302 357 N. SHERIDAN STREET CORONA, CA 92879 SUITE 117 (951) 817-3545 CORONA, CA 92880 FAX (951) 817-3650 (951) 279-1800 LEGEND CENTERLINE - - RIGHT OF -WA Y WA TER w - - - - - - - - - EXISTING SEWER PROPOSED SEWER STORM DRAIN ._ EXISTING SEWER MANHOLE O PROPOSED SEWER MANHOLE FIRE HYDRANT CATCH BASIN B W BACK WA TER VAL VE D COMMUNITY MARKER REV. REVISION DESCRIPTION J ENGR. J DA TE I CITY I DATE CITY OF FONTANA SUMMIT A T R 05ENA TRACT NO. 20214-5 ON -SITE SEWER IMPROVEMENT PLAN CONSTRUCT/ON STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCT/ON STAKING, NOTICE /S HEREBY GIVEN THAT THE FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MIT/GATED /F K&A ENGINEERING INC. PERFORMED THE STAKING WORK. LOT F OS. (PARK) LOT 'B' W , 54 O LOT 53 - LA' MH NO. 1 III IFII L TRACT BOUNDARY -- THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. PUBLIC CONSTRUCTION NOTES & QUANTITY ESTIMATE TR 02lri 1 VENETO DRIVE UNAUTHORIZED CHANCES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS I LOT'D' ' I I 34 - III I I 1L I! I I I I I 29 W 11 1 I I. II I II W ICI ' II II II 'ice I I I III '�I I III I � j 7 V II I I 11� 9 � J I� 1i -- - - - - _ SUMMIT AVENUE_________-= ======== -- INDEX MAP SCALE: 1 "=80' NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. NO. DESCR/PT/ON UNIT QUANTITY 1� CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN LF 690 lA CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LATERAL PER CITY SID. DWG. NO. 2005 LF 391 HEREON EA 10 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 EA 5 CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 ON SHEET 2 EA 10 5� REMOVE PLUG & JOIN 8" SEWER EA 1 PRIVATE CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCR/P TION UNIT QUANTITY @__CONSTRUCT 6" VCP SEWER PIPE (2% MIN.) LF 1271 1C CONSTRUCT 4" VCP SEWER LATERAL WITH PLUG (21 MIN.) LF EA 744 54 T_ CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2004 HERON EA 12 3A CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 ON SHEET 2 EA 1 BW BACK WA TER VAL VES SHOULD CONSTRUCTION OF 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 INTO CONFORMANCE WITH STANDARDS IN EFFECT. EA 6 SHEET INDEX PROJECT SITE y �P CA SA GRADDE SUMMI T A VENUE y GF Q FOOTHILL FREEWAY 210 Q � BASELINE ROAD z VICINITY MAP NOT TO SCALE 6" MIN 6" MIN 10" MAX 10" MAX N 3" MAX SIZE NA TI VE SOIL, COMPACTED 95% SHEET NO. DESCRIPTION 1 T17LE SHEET & INDEX MAP 2 WYNDHAM LANE & VILLA MARIA WAY PRI VA TE ALLEY EASEMENT ALL PRI VA TE ALLEYS SHALL BE MAINTAINED BY HOA PRIVATE SEWER NOTES: 1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH A STRUCTURAL FOUNDA TION. 2. ALL PRI VA TE SEWER WORK SHALL BE IN ACCORDANCE WITH THE LATEST CPC 2016 EDITION ALL SEWER MAIN WITHIN PUBLIC RIGHT-OF-WAY & LATERALS TO PRIVATE ALLEYS INCLUDING CLEANOUT SHALL BE MAINTAINED BY THE CITY OF FONTANA. ALL SEWER MAIN & LATERALS WITHIN EACH PRIVATE ALLEY SHALL BE MAINTAINED BY HOA. ALL ON -SITE SEWER MAIN & LATERALS WITHIN PRI VA TE ALLEYS SHALL BE REVIEWED & APPROVED BY THE CITY OF FONTANA BUILDING & SAFETY DIVISION. APPROVED BY 7HE CITY OF FONTANA BUILDING & SAFETY DIVISION DATE PREPARED FOR. BASIS OF BEARING ENGINEERING 357 N. SHERIDAN STREET SS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ► SUITE 117 QRoFo 4� Lc � LAND PLANNING CORONA, CALIFORNIA 92880 �N.. . Fq 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 << ''� LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 9� 980 MONTECITO DRIVE, SUITE 302 BEING. N003332"W Engineering, Inc. � No. 55534 CORONA, CA 92879 * Exp. 12/31 /19 (951) 817-3545 BENCHMARK: y clvi\- FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 \ 1 \`" 08119119 9TFOF CA1-\F BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428.6 09 6" MAX SIZE NA I/VE SOIL, COMPACTED 90% I" MAX SIZE SELECTED NATIVE, BEDDING COMPACTED TO 90% N Y2" CRUSHED STONE BEDDING PER STD PLANS FOR PUBLIC o WORKS CONSTRUCTION o% TABLE 200-1.2(A) SHOWN HEREON 8" VCP d- TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER N IS TABLE 200-12(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1-112" - 1" - J14" 100 112" 90-100 J18" 20-60 NO.4 0-15 NO.8 0-5 AS7M C 131 TEST GRADING B DESIGNED BY.• JS DRAWN BY BM CHECKED BY.• AF 10" MAX 10" MAX N 3" MAX SIZE NA TI VE SOIL, COMPACTED 9571, 6 " MAX SIZE NA TI VE SOIL, COMPACTED 90% N 1" MAX SIZE SELECTED Lu o NATIVE, BEDDING o COMPACTED TO 90% 8" VCP TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP N TS STREET SURFACE STREET SURFACE 10 COMPACTED EARTH 8" A A 12" 1/8" BEND 45- USE MANUFACTORS APPROVED CAP. I ` 21" SLCTIONAL ELEVATION -- \ NOTES: t. CLEANOUT FRAME &COVER, ALHAMBRA FOUNDRY NO. A-1240 J OR EQUAL. 2. 3250 PSI P.C.C. TO BE USED IN 17 1/2" ALL SEWER CONSTRUCTION. 3. THE MAXIMUM DISTANCE TO SECTION A -A MANHOLE DOWNSTREAM SHALL BE 150•. NOT TO SCALE �a QVfEsslo+ ROVED BY: CITY OF FONTANA cp�'p0 Sgh�Oy Fyc SEWER TERMINAL No. 511K " CITY ENGINEER DATE RICARDO SANDOVAL CLEANOUT EXP.9130107 CIVIL BY- I12_Q mnoma � a igfF Of CAL1F�Ra\ DATE OF LAST REVISION STD. PLAN N0. 2004 SHT 'I OF 1 a N 0 EL PC19- 000020/MCN 18- 077 CITY OF FONTANA, CALIFORNIA N ON -SITE SEWER IMPR O VEMENT PLAN SCALE - TRACT NO.202I4.5 AS NOTED 3 SUMMIT AT ROSENA TITLE SHEET & INDEX MAP DA TE: AUGUST 2019 0 -- n APPROVED 9/5/19 DRAWING N0: o ATE CITY ENGINEER RICE 51152 5817 2 a 0 0