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Home My WebLink About5805-1GENERAL NOTE5 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 CONSTRUCTON ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LA TEST EDITION UNLESS OTHERWISE N07ED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN 7HE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N 774E "GREEN BOOK; 774E 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 TE START OF ANY WORK /N PUBLIC RIGHT OF -WAY WITHIN THE C/TY LIMITS CALL (909) 350-7610. 5. 7HE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STA 7F OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDI77ON 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 77MES 7. 7HE CONTRACTOR SHALL OBTAIN A PERM/T TO PERFORM EXCAVATION OR WENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM 774E CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 7HE WALLS AND FACES OF ALL EXCA VA TONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 7HE 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 WA Y WI THOU T OB TAIN/NG A SEPARA TE PERM/ T FOR THA T PURPOSE. 10. THE LOCATIONS OF U TILI TIES 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 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 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 NOTIFICA77ON 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 THAT WILL BE DESTROYED AS A RESULT OF THIS CONS TRUCTON SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THA r TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA TER REPLACEMEN r 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 1ED MATERIAL, MUD, SILT 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 THAT PORTION OF THE WORK UNTIL 774E SPECIFIED DENSITY 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 IN GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE /N 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 CONS7PUCTED 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 /N 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 29 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A Q D TOLL FREE -qlmmm'w' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 LOCA TION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL N07IFY 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 PRIOR TO PA VING OF STREETS. 35. APPROVED SOIL STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PA VEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETON OF PA V/NG. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA 77SFACTION 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. REV. I REVISION DESCRIPTION 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 THA T ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS 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. CONSTRUCT/ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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. CONSTRUCT/ON 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, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. LUGON/A AVENUE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES: (800) 427-2200 SO. CALIF. ED/SON COMPANY 300 N. PEPPER AVENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBUTION WEST VALLEY WATER D/STR/CT A rTN. ENGINEERING DEPARTMENT 855 W. BASELINE ROAD RIALTO, CA 92376 (909) 875-1804 A T&T 22311 BROOKHURST STREET, STE. 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DRIVE IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3439 SUNESYS, L L C 1325 PICO STREET 1106 CORONA, CA 92881 (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 ENGR. I DATE I CITY I DATE CITY OF FONTANA SUMMIT A T R OSENA TRACT NO.. 20214-2 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 CONSTRUCTION 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 MITIGATED IF K&A ENGINEERING INC. PERFORMED THE STAKING WORK. TR 20214- I RA 90 10" SEWER PER �y DWG. N0, 5094 I 8 7 6 5 4 3 2 C3 I 9 7 I \ - - - MH N0. 2 I' w OAKVILLE w STREET � I � ' MH NO. 3 Lm 32 31 30 29 10 Q I Q j MH NO, I W - -12 I �1r I I� I I 13 I I � I14 V I I I I, j EXISTING 8" SEWER DEVELOPER/OWNER LENNAR HOMES 980 MONTECI TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 ENGINEER 16 TRI VENTO w PLACE MH NO. 5 17 18 19 20 LOT "A" MH NO. 4 27 21 26 4 22 VENETO �DRII Prl 15 l -' 02Y Jr 1,/ r ° al � ° ° � to F4 J J� �� r� d D INDEX MAP SCALE: 1 "=100' UNAUTHORIZED CHANCES AND U5E5 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 /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. K&A ENGINEERING, INC 357 N. SHERIDAN STREET, SUITE 117 NO TE: CORONA, CA 92880 CONTRACTOR TO VERIFY ELEVATION & PHONE. (951) 279-1800 LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF PREPARED fOR.• SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT M980 MON TECI TO DRIVE, SUITE 302 MANNER, 980 SU THE CITY ENGINEER MAY REQUIRE 79 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. LEGEND PROJECT *m% SITE �Py SUMMIT A VENUE Q Q FOOTHILL BASELINE ROAD :\GR:ANIDE'�� 9G F VICINITY MAP NOT TO SCALE THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTE5 & QUANTITY ESTIMATE 10 NO. DESCRIP TION UNI T QUANTITY CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN LF 1510 lA CONSTRUCT 4" VCP SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. PLAN NO. LF 880 2005 0__ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001 EA 6 (D-- REMOVE PLUG & JOIN 8" SEWER EA 1 NO TE: THE FOLLOWING LOTS SHALL REQUIRE A BACKWATER VALVE: 7, 8, 11, 14, 19, 29 3" MAX SIZE NA TI VE SOIL, COMPACTED 95% 6" MIN 6" MIN 10" MAX 10" MAX 6" MAX SIZE NATIVE SOIL, COMPACTED 90% 3" MAX SIZE NATIVE SOIL, COMPACTED 957 10" MAX 10" MAX 6" MAX SIZE NA TIVE SOIL, COMPACTED 90% N� \" 1" MAX SIZE SELECTED 1 " MAX SIZE SELECTED NA TI VE, BEDDING NA TI VE, BEDDING ` MPA T T q o COMPACTED TO 90% CO C ED 0 90 0 w \ %2" CRUSHED STONE - \\ BEDDING PER STD 8" VCP PLANS FOR PUBLIC a \\ \\ WORKS CONSTRUCTION TABLE 200-1.2(A) TYPICAL BEDDING FOR 8" VCP \= SHOWN HEREON LE55 THAN 10' DEEP 8" VCP N IS TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NTS CENTERLINE - - RIGH T OF- WA Y w WA TER - - - - - - - - - EXISTING SEWER PROPOSED SEWER STORM DRAIN EXISTING SEWER MANHOLE O PROPOSED SEWER MANHOLE I FIRE HYDRANT ,g, CATCH BASIN DIFFERENT THAN PLAN. BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEY/NC FAX (951) 279-4380 BEING: N003332"W Engineering, Inc. BENCH MARK: CALTRANS BENCHMARK 118-17 j L 71,3012019 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428,609 TABLE 200-9.2(.� SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2" - 1" - J14" 100 112" 90-100 J18" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 B TEST GRADING w z z Q w w SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET AND INDEX MAP Cl 2 TURLEY WAY PLAN & PROFILE 3 OAKVILLE STREET PLAN & PROFILE N 4 TR/VENTO PLACE PLAN & PROFILE N EL PC19- 0000 I41MCN I81076 a DIFFERENT THAN PLAN. BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEY/NC FAX (951) 279-4380 BEING: N003332"W Engineering, Inc. BENCH MARK: CALTRANS BENCHMARK 118-17 j L 71,3012019 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428,609 TABLE 200-9.2(.� SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2" - 1" - J14" 100 112" 90-100 J18" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 B TEST GRADING w z z Q w w SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET AND INDEX MAP Cl 2 TURLEY WAY PLAN & PROFILE 3 OAKVILLE STREET PLAN & PROFILE N 4 TR/VENTO PLACE PLAN & PROFILE N EL PC19- 0000 I41MCN I81076 a TABLE 200-9.2(.� SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2" - 1" - J14" 100 112" 90-100 J18" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 B TEST GRADING w z z Q w w SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET AND INDEX MAP Cl 2 TURLEY WAY PLAN & PROFILE 3 OAKVILLE STREET PLAN & PROFILE N 4 TR/VENTO PLACE PLAN & PROFILE N EL PC19- 0000 I41MCN I81076 a w z z Q w w SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET AND INDEX MAP Cl 2 TURLEY WAY PLAN & PROFILE 3 OAKVILLE STREET PLAN & PROFILE N 4 TR/VENTO PLACE PLAN & PROFILE N EL PC19- 0000 I41MCN I81076 a CITY OF FONTANA, CALIFORNIA ESS/O QRoF N ON -SITE SEWER IMPR O VEMENT PLAN No. 55534 DESIGNED BY. TRACT NO. 202142 SCALE. Exp. 12/31/19 J$ AS NOTED 3 * * s, C10- TITLE SHEET AND INDEX MAP DRAWN BY• DATE: 0 9TFOF CAbF BM JC JUL Y 2019 0 CHECKED BY.• APPROVED c�%�' 4►'l�/ 8/22/19 -( DRAWING NO: AF DATE 5805 Alt CI TY ENGINEER RCE 51152