|
ONSITE SEWAGE DISPOSAL
<br /> GENERAL NOTES
<br /> 1
<br /> THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COMPLIANCE WITH ALL G1 A [`Z A GUR NANAK
<br /> APPLICABLE PROVISIONS OF OSHA IN THE CONSTRUCTION PRACTICES FOR ALL EMPLOYEES DIRECTLY
<br /> ENGAGED IN THE COMPLETION OF THE PROJECT.
<br /> � SITE
<br /> Li
<br /> 2 THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT THE JOBS
<br /> SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE w
<br /> SITE, INCLUDING THE [ KH PLACE OF WORSHIPr Z c
<br /> WORK ACCORDING TO GENERALLY ACCEPTED CONSTRUCTION PRACTICES, O _
<br /> W. GRANT LINE RD. "=' Z
<br /> 3 ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR SAN JOAQUIN COUNTY PUBLIC W. GRANT LINE w o
<br /> 10Wz
<br /> WORKS EXCEPT AS MODIFIED IN THE PROJECT SPECIFICATIONS AND THAT CONTRACTUAL AND PAYMENT o Q VON SOSTEN D w
<br /> PROVISIONS DO NOT APPLY.
<br /> z o'
<br /> 4 NOTIFY THE COUNTY OF SAN JOAQUIN FORTY-EIGHT (48) HOURS OR TWO (2) BUSINESS DAYS PRIOR O
<br /> CA 953304
<br /> A
<br /> TO THE START OF CONSTRUCTION° �
<br /> 5 ALL VALVE BOXES, MANHOLE STRUCTURES, AND CLEAN OUT SHALL BE MARKED AND ACCESSIBLE AT ��
<br /> ALL TIMES AND SHALL BE RAISED TO FINISH GRADE AND INSTALL CONCRETE COLLARS AS REQUIRED. e a LE NTH ST
<br /> P � � 190 _ a
<br /> 6 NO OTHER UTILITIES MAY BE PLACED IN A WATER OR SEWER TRENCH.
<br /> 7 FOR DETAILS NOT SHOWN, CONTACT CHESNEY CONSULTING ® (209) 402-1652 ` SS PROJECT AREA - 1 Au" RES
<br /> VICINITY MAP
<br /> 8 THE OWNER IS RESPONSIBLE FOR FURNISHING QUALIFIED SITE INSPECTIONS DURING CONSTRUCTION OF
<br /> PUBLIC IMPROVEMENTS. / o NO SCALE
<br /> 9 CONTRACTOR IS RESPONSIBLE TO MAKE FIELD MEASUREMENTS TO LOCATE AND SIZE EXISTING
<br /> TOTAL DISTURBED AREA � ® CONDITION ) - 2 . 58 ACRES
<br /> FACILITIES OR UNDERGROUND UTILITIES TOTAL D AREA P u N IIS II T I o 1 � . ± ACRES
<br /> 10 CONTRACTOR SHALL SUBMIT CUT SHEETS AND SHOP DRAWINGS FOR REVIEW TO THE PROJECT ENGINEER
<br /> co
<br /> AND/OR THE UTILITY ENGINEER PRIOR TO ORDERING CONSTRUCTION MATERIALS. A SIGNED SET OF 00
<br /> DRAWINGS MUST ALWAYS BE AVAILABLE ONSITE DURING CONSTRUCTION.
<br /> A 'ARES
<br /> SATE AREA + 9 ® 11 Au' RESDRAINAGE
<br /> 11 ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THEN STATE OF CALIFORNIA AIR
<br /> POLLUTION CONTROL REGULATIONS. THE CONTRACTOR SHALL MAINTAIN AN ONGOING DUST CONTROLU
<br /> PROGRAM IN ACCORDANCE WITH CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY. \ 0 . 7 A u R E � L E Au" H FIELD )
<br /> CO3 0U CV u
<br /> 12 ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THE STORM WATER POLLUTION
<br /> � U
<br /> PREVENTION PLAN (SWPPP) PREPARED BY WGR, PHONE (209) 334-5363
<br /> DURING CONSTRUCTION ON OR NEAR A PUBLIC STREET OR HIGHWAY, THE CONTRACTOR SHALL N89"54'20"W. 6"75.3?'
<br /> OWNER/DEVELOPER/ CONTACT:- LEGEND ~ `f
<br /> 13 � �
<br /> MAINTAIN TRAFFIC CONTROL CONFORMING TO THE APPROPRIATE AGENCY TRAFFIC CONTROL PLAN. . . 4_ } "_�` _ '_-: GURDWARA GUR NANAK PARKASH U
<br /> 16101 W. GRANT LINE ROAD
<br /> PROPERTY LINE X
<br /> 14 THE STORM DRAINAGE SYSTEM IS TO BE OPERATED AND MAINTAINED BY OWNER. NE
<br /> w,._ �.___-_._.___._�� _-._ __-- .._ _ TRA A 95304COD 0
<br /> _._ ._____.____ ___�,_._ - - _-----
<br /> TRACY, C ROAD CENTERLf .
<br /> 15 THE CONTRACTOR SHALL COORDINATE ALL WATER MAIN SHUT DOWNS AND TIE-INS WITH THE CITY OF
<br /> C<
<br /> I i ^
<br /> DRAINAGE BASIN � � CONTACT: -
<br /> CALIFORNIA FORTY-EIGHT (48) HOURS OR TWO (2) BUSINESS DAYS IN ADVANCE. IBEEB} EXISTING CONTOUR �
<br /> cL tL I.lJ
<br /> BALWINDER SINGH (BAILEY) GREWAL
<br /> 1 PHONE: - 925 382-7343 — 6 5 6 5 6"S (N) SEWER LINE
<br /> 16 SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT DRAINAGE BASIN -:--- _: m_ - - .,._ «. -_- ( }
<br /> (SHALLOW) Email: - tracygurudwara@hotmall.com (N) SEWER LINE
<br /> SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ( I _
<br /> PROJECT ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY m-� "T mm
<br /> baileygrowal@gmail.com___--- (E)4"S- (E)4S- (E) SEWER LINE
<br /> 17 T SHALL BE BUILT PER PLAN. ALL FIELD CHANGES MUST BE PRE-APPROVED BY THE n €,i•__._.-
<br /> THE PROJECT DESIGN CONSULTANTS :- )
<br /> E FIRE HYDRANT
<br /> (E) L
<br /> DESIGN ENGINEER.
<br /> 18 THE: LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON THF. BEST' INFORMATION ° GHESNEY CONSULTING LIGHTING POLE
<br /> AVAILABLE TO THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE LE�;h,FIELD �h TU BOX 3794
<br /> THESE LOCATIONS AT THE PROPOSED POINTS OF CONNECTION AND IN AREAS OF POSSIBLE CONFLICT o (goo°ro RESE:4�- REPLA�EMENT TURLOCK, CA 95381 ®FD FLOOR DRAIN WITH TRAP PRIMER
<br /> W[TH NEW UTILITY INSTALLATION PRIOR TO BEGINNING CONSTRUCTION. SHOULD THE CONTRACTOR FIND n 'EA)
<br /> ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING IN THE FIELD AND THE INFORMATION SHOWN a f CONTACT:= - • r
<br /> ON THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WI i H _.._.__ - _----- DON GHESNEY FIRE TRUCK ROUTE
<br /> \��~
<br /> PHONE: - (209) 402-1652
<br /> CONSTRUCTION.
<br /> o r�A, ���-'�; j: ,, Email: - ddchesneyQcharter.net I _---- ---:-_--•,
<br /> INVESTIGATIONS WAS PREPARED FOR THIS PROJECT (DATED SEPTEMBEF' (PRhn�,^� -' sA�AR -
<br /> 19 A GEOTECHNICAL { EXISTING ASPHALT PAVING
<br /> 08-2011) ALL RECOMMENDATIONS INCLUDING THEREIN ARE HEREBY INCORPORATED IN THE LEGAL DESCRIPTION O
<br /> PLANS. INSPECTIONS AND TESTING DURING CONSTRUCTIONS SHALL BE REQUIRED IN ACCORDANCE a
<br /> H THE RECOMMENDATIONS CONTAINED WITHIN THE REPORT. THE FOLLOWING REPORTS FOR ' , LANDSCAPE AREA Cr)
<br /> WITH PARCELS C AND D AS SHOWN UPON THAT CERTAIN PARCEL MAP "`' .. �' �-t7
<br /> THIS PROJECT ARE IN FILE IN THE DESIGN ENGINEER OFFICE: - -
<br /> FILED IN BOOK 3 OF PARCEL MAPS, PAGE- 30, SAN JOAQUIN
<br /> COUNTY RECORDS. BUILDINGS (EXISTING 8c PROPOSED)
<br /> TITLE: GEOTECHNICAL INVESTIGATION GURDWARA GUR NANAK PA
<br /> RKASH (SIKH TEMPLE) o I_....:....:...._ ....___ ._
<br /> 16101 W. GRANT LINE ROAD TRACY, CALIFORNIA BASIS O F BEARINGS: am
<br /> Q
<br /> DATE: SEPTEMBER 08, 2011
<br /> PROJECT NUMBER: LGE110050 GRAVEL ROAD (UNCOMPAGTED)
<br /> a
<br /> PREPARED BY: NEIL 0. ANDERSON & ASSOCIATES, INC. THE BASIS OF BEARINGS FOR THIS MAP IS IDENTICAL TO THAT EXISTING TREES
<br /> PHONE: (209)367-3701 ,d; CERTAIN PARCEL MAP FILED IN BOOK 3 OF PARCEL MAPS, PAGE
<br /> AND UPDATE LETTER ISSUED BY TERRACON {PROJECT: NA175028)
<br /> �+ 30, SAN JOAQUIN COUNTY RECORDS. ]�
<br /> DATED' FEBRUARY 28, 2017 \L : �� PP POWER POLE
<br /> \�\\ \41 \\\\ � t
<br /> „ ` BENCHMARK Lu
<br /> TP TELEPHONE POLE W Q Q
<br /> \- :' ES EDGE STRIPE _ z
<br /> EXISTING SEWAGE DISPOSAL SYSTEM DEMOLITION/ REMOVAL NOTES o , .EN
<br /> ,. __, 11,
<br /> `T-- - PROPOSED 3 � W DESIGNATION - F 192 RESET 1939 NAVD 88 ELEVATION 37.6 � Q
<br /> STORAGE:c� -- - CouRTYARu OG ORIGINAL GRADE LL
<br /> 1O OPEN, PUMP OUT AND BACKFILL SEPTIC TANK UNDER PERMIT & INSPECTION BY SAN JOAQUIN COUNTY - { FEET IN TRACY, ON BYRON HWY OPPOSITE CALDRONS GENERAL ! O
<br /> NS. y� STORE Q
<br /> ENVIRONMENTAL HEALTH
<br /> DEPARTMENT. INSTALL NEW SEPTIC TANK PER PLA .�_. -- 1` I ¢ -Q AC ASPHALT W �/
<br /> Il W
<br /> 2) OPEN, PUMP OUT & BACKFILL 2 SEPTIC TANKS, AND ONE GREASE INTERCEPTOR UNDER PERMIT 8c fly Q I o , W
<br /> s � , PROPOSED SOCIAL HAIL I ' Q FF FINISH FLOOR ELEVATION
<br /> INSPECTIONS BY SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, SHEET INDEX
<br /> �'`\ ��A' . . .•: �ASSEMBLY HALL BUILDING. i I \ I � f!]
<br /> L DRAIN ROCK AND SAND OF MOUND SYSTEM TO LANDFILL, PER SAN JOAQUIN COUNTY �\ \�\\\ rn BUILDING PAD I INV INVERT
<br /> HAUL OFF ALL - --J -E #%� _J
<br /> --- 1. C1 SD COVER SHEET FLOW DIRECTION WITH SLOPE rr 11 (—
<br /> ENVIRONMENTAL HEALTH DEPARTMENT. V
<br /> --- - - - - f 2. C2SD SEWAGE SYSTEM PLAN
<br /> � = Q
<br /> N N
<br /> 3. C3SD SEWAGE SYSTEM PLAN Q —
<br /> _ 4. C4SD SEWAGE SYSTEM PLAN
<br /> - - -- - - ` EX. ASSEMBLI
<br /> 5. C5SD SEWAGE SYSTEM PROFILES
<br /> STORY HALL
<br /> STORY
<br /> - - --- =� - - -- 6. C6SD SEPTIC SYSTEM PLAN (BY OTHERS) j
<br /> I I--
<br /> c` I. �, -- 7. C7SD DETAILS U �O
<br /> C�l w r
<br /> Lu
<br /> .1 8. C8SD TANK SPECIFICATIONS
<br /> !! \ CL
<br /> v I
<br /> NOTE �� D'� D.
<br /> - EY
<br /> DOMESTIC, FIRE & IRRIGATION WATER DESIGN SHOWN ON OTHER PLANS.
<br /> EXISTING.
<br /> :!. * GENERAL CONTRACTOR TO CO-ORDINATE DRY UTILITIES DESIGN BY OTHERS
<br /> HOUSE _
<br /> Hol
<br /> — \ - ivil
<br /> -N_
<br /> Ex 6 3O 2020
<br /> L J,
<br /> T
<br /> - LLI
<br /> i: __
<br /> O
<br /> _ _ F
<br /> �- - - _._�I 0 IF
<br /> - F CA1
<br /> :•I r�
<br /> f
<br /> I -
<br /> SCALE. 1 =to 1DD >:: �\ DATE: 09/18/2018
<br /> \ JOB :GRD-TR-01
<br /> D I
<br /> Ell
<br /> ;,
<br /> DWG BY:
<br /> SD
<br /> S
<br /> {{
<br /> ji
<br /> HK BY:C HS
<br /> "-Wv-_.---_-_....6-75,40_ ---- ----_ .._ - .__._.._.-- --� m-
<br /> O
<br />
|