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GENERAL NOTES:
<br /> 1. ALL PUBLIC IMPROVEMENTS SHOWN SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH SAN JOAQUIN l
<br /> COUNTY STANDARD SPECIFICATIONS AND PLANS, AND ALL AMENDMENTS THERETO TO DATE. IMPROVEMENTS N BAISAM DR.
<br /> SHALL BE DONE UNDER THE INSPECTION OF THE SAN JOAQUIN COUNTY PUBLIC WORKS OR BUILDING BAISAM DR.
<br /> DEPARTMENT.
<br /> 2. BENCHMARK AND ELEVATIONS SHOWN ON PLANS ARE NAVD88 DATUM.
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS
<br /> THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE COSMOS
<br /> REPLACED AT HIS EXPENSE. SITE
<br /> 4. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING AND EROSION CONTROL PERMIT
<br /> FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY w
<br /> THE SAN JOAQUIN COUNTY. CONTRACTOR SHALL NOTIFY COUNTY BUILDING INSPECTOR 24 HOURS IN rn 'aDAHLIA
<br /> ADVANCE OF PERFORMING ANY WORK FOR UNDERGROUND INSPECTION.
<br /> 5. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY 3 z
<br /> COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS = a
<br /> OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK a EASTVIEW DR.
<br /> BY CALLING TOLL FREE NUMBER 800-227-2600. v
<br /> 6. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER DO NOT
<br /> ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO
<br /> PROTECT ALL EXISTING UTILITY LINES, SO THAT NO DAMAGE RESULTS TO THEM DURING PERFORMING OF HIS
<br /> CONTRACT.
<br /> 7. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING CONCRETE OR ASPHALT
<br /> CONCRETE PAVING, AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK. ALL
<br /> EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE DISPOSED OF BY THE
<br /> CONTRACTOR. MOSHER DR.
<br /> 8. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL PERMITS REQUIRED TO T T7-F7
<br /> COMPLETE THE PROJECT WORK.
<br /> 9. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS REPLACEMENT OF VICINITY MAP
<br /> PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED IN THESE
<br /> SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S NOT TO SCALE
<br /> PAVEMENT COSTS, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br /> 10. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE
<br /> CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br /> AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SIT IMPROV M NT
<br /> WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
<br /> ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br /> PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
<br /> OF THE OWNER OR THE ENGINEER.
<br /> 11. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND TRAFFIC DEVICES FOR PUBLIC SAFETY AND P AN
<br /> CONVENIENCE. CONTRACTOR SHALL KEEP TWO TRAFFIC LANES OPEN IN ADJACENT PUBLIC STREETS AT ALL
<br /> TIMES DURING CONSTRUCTION.
<br /> 12. PRIOR TO FINAL INSPECTION CONTRACTOR SHALL SUBMIT AS-BUILT INFORMATION FOR ANY CHANGES TO FOR
<br /> WONG ENGINEERS, INC.
<br /> 13. WORK IN PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE SAN JOAQUIN
<br /> COUNTY PUBLIC WORKS DEPARTMENT. HARV ST BIB
<br /> STORM WATER NOTES:
<br /> 1. STORM DRAINAGE PIPES AND MAINTENANCE HOLES SHALL CONFORM TO THE SAN JOAQUIN COUNTY
<br /> SPECIFICATIONS AND STANDARD PLANS FOR MATERIALS AND INSTALLATION REQUIREMENTS.
<br /> 2. CONTRACTOR SHALL PREVENT POSSIBLE STORM WATER POLLUTION FROM ENTERING INTO STORM DRAINAGE
<br /> CATCH BASINS DURING CONSTRUCTION. CHURCH
<br /> 3. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE ANY
<br /> DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS 10088 N . STATE ROUTE 99
<br /> AND THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY AND THE APPROVED STORM WATER POLLUTION
<br /> PREVENTION PLAN (SWPPP).
<br /> 4. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL
<br /> BOARD (SWRCB) ORDER N0. 2022-0057-DWQ, NPDES GENERAL PERMIT N0. CAS000002. E . FRONTAGE ROAD
<br /> 5. IN ADDITION TO ALL THE OTHER REQUIRED PERMITS, THE CONTRACTOR SHALL HAVE A GRADING AND
<br /> EROSION CONTROL PERMIT COMPLETED.
<br /> 6. IN ORDER TO COMPLY WITH THE STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER STOCKTON CA 95212
<br /> 2022-0057-DWQ, THE STORM WATER DIVISION REQUIRES THAT ALL NEW CATCH BASINS INSTALLED COMPLY
<br /> WITH STORM DRAIN SYSTEM SIGNS, SEE DETAIL EROSION CONTROL DETAIL SHEET.
<br /> OWNER INFORMATION: SITE INFORMATION:
<br /> CONSTRUCTION STAKING: HARVEST BIBLE CHURCH INC. APN: 086-070-47
<br /> 1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED THE PLAN. THIS 10088 N STATE ROUTE 99
<br /> PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY. THIS E FRONTAGE ROAD BUILDING DESIGNER:
<br /> NOTES GIVES FORMAL NOTICE THAT THE FIRM OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE STOCKTON, CA 95212 JC WAGNER & ASSOCIATES, INC.
<br /> RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN 2132 N. El DORADO STREET
<br /> AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS, INC., PERFORMED THE STOCKTON, CA 95204
<br /> CONSTRUCTION STAKING WORK. (209) 310-1217
<br /> 2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITE WORK SHOWN ON THESE CIVIL ABBREVIATIONS:
<br /> PLANS ONLY.
<br /> 3. IF WONG ENGINEERS, INC. IS RETAINED TO DO THE CONSTRUCTION STAKING, WONG ENGINEERS, INC. WILL BB BILLBOARD SIGN S4 SPEED LIMIT SIGN
<br /> SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS PROJECT. IT IS EXPECTED THAT ONE SET OF STAKES CENTERLINE S5 FOR SALE SIGN
<br /> WILL BE SUFFICIENT FOR EACH PHASE OF THE PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES. CONTT. CONSTRUCT S6 HANDICAP SIGN
<br /> THE COST OF STAKING IS BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST STAKES FROM CN CONCRETE SD STORM DRAIN CATCH BASIN
<br /> WONG ENGINEERS, INC. WHEN HE IS READY TO USE THEM AND SHALL BE RESPONSIBLE FOR THEIR E1 UTILITY EASEMENT TO STATE OF CALIFORNIA SL SITE LIGHTING
<br /> PRESERVATION FOR HIS FUTURE USE. SAID REQUEST MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE PER BOOK 3067, PAGE 431 SP SERVICE POLE
<br /> TIME THE STAKES WILL BE REQUIRED. SHOULD THE WORK NEED TO BE RESTAKED, FOR THE CONTRACTOR'S E2 ELECTRIC TRANSMISSION LINE EASEMENT TO SS1 SANITARY SEWER MANHOLE
<br /> USE, THE CONTRACTOR SHALL BE RESPONSIBLE TO WONG ENGINEERS, INC. FOR THE COST OF RESTAKING. STANISLAUS ELECTRIC POWER COMPANY SS2 SANITARY SEWER CLEANOUT
<br /> SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED FOR IMPROVEMENTS OTHERS THAN HIS PER BOOK "A" VOLUME 187, PAGE 371 TE TRASH ENCLOSURE
<br /> OWN, HE SHALL ALSO BE RESPONSIBLE FOR THE COST OF RESTAKING TO RETURN THE JOB TO ITS EB PG&E ELECTRICAL BOX TE1 TOE OF BANK
<br /> ORIGINAL CONDITION.
<br /> EP EDGE OF PAVEMENT TE2 TOE OF BANK/EDGE OF DIRT ROAD
<br /> MONUMENT PRESERVATION: EX. EXISTING TE3 TOE OF BANK
<br /> CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND SURVEYED MONUMENTS DURING CONSTRUCTION. DAMAGED ET ELECTRICAL TOWER TP1 TOP OF BANK
<br /> OR REMOVED MONUMENTS SHALL BE REPLACED, WITH THE SAME ORDER OF ACCURACY, AT THE CONTRACTOR'S FL FOG LINE TP2 TOP OF BANK
<br /> EXPENSE. LP LIGHT POLE TP3 TOP OF BANK/EDGE OF DIRT ROAD
<br /> MW MONITORING WELL UE UNDERGROUND ELECTRIC
<br /> BENCHMARK: C.O.S. 296 R PROPERTY LINE UV UTILITY VAULT
<br /> PP POWER POLE WE WELL
<br /> BRASS DISK MARKING C.O.S. MONUMENT STAMPED "9N-19" IN MONUMENT WELL 2.00' WEST OF EAST CURB OF S1 RIVER ISLANDS SIGN WH WATER WELL HOUSE
<br /> THE WEST FRONTAGE ROAD (HIGHWAY 99) AT THE APPROXIMATE CENTERLINE OF WALLER ROAD. S2 NO TRESPASSING SIGN WL APPROXIMATE WATER LINE
<br /> S3 HIGHWAY DIRECTIONAL SIGN WP WOODEN POST
<br /> ELEVATION = 37.24' (NAVD88)
<br /> EARTHWORK:
<br /> TOTAL FILL =0 CUBIC YARD LEGENDS:
<br /> TOTAL CUT =370 CUBIC YARD SHEET INDEX: —XXX- EX. FENCE
<br /> ---------------------
<br /> NET =370 CUBIC YARD Cl TITLE SHEET - x X X— NEW FENCE
<br /> C2 GEOTECHNICAL NOTES
<br /> C3 SITE PLAN GRIND AND OVERLAY
<br /> C4 TOPOGRAPHIC SURVEY/DEMOLITION PLAN &
<br /> SITE IMPROVEMENT PLAN NEW CONCRETE. SEE PLANS
<br /> a a BY JC WAGNER & ASSOCIATES
<br /> C5 EROSION CONTROL PLAN & DETAILS FOR CONC SECTION
<br /> + + + COLORED CONCRETE
<br /> SAWCUT AND REMOVE
<br /> Qn�tiSS1n LAND SL
<br /> C.
<br /> ���P �`L �� J Cl✓y UNAUTHORIZED CHANGES AND USES: REVISIONS JOB NO.: 4212 10088 N. STATE ROUTE 99 E. FRONTAGE ROAD STOCKTON SHEET
<br /> -3�» 4 "' THE ENGINEER PREPARING THESE PLANS WILL NOT BE NO. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE: AUG 2025 CALIFORNIA
<br /> u, �. � PLANNING ENGINEERING SURVEYING C 1
<br /> q�Ja2� RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN
<br /> TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLAN STOCKTON, CALIFORNIA (209) 476-0011 4 717 DRAWN: NS/GC
<br /> C, ,11 MUST BE IN WRITING AND MUST BE APPROVED BY THE I R.C.E. 8
<br /> 'TF O ���o�- �OQ� PREPARER OF THESE PLANS. C. '�„� DESIGN: WEI T T E SHEET
<br /> OF ONE
<br /> F CA �Cl�►fV DATE $ 29 2025 L.S 7600
<br /> u i CHECKED: ZCW FILE 4212
<br />
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