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0 • • •("SITE•U�TILTIESJDESI�j e�■� ♦ l o •; I TGEE TREK OR SFNiOTBEJSOI Y A•ND O E LY RESPONSIB FO CO F LANCE TH APPLICABLE PROVISIONS OF OSHA IN THE CONSTRUCTION PRACTICES FOR ALL EMPLOYEES DIRECTLY • GURDWARA GUR NANAK PARKASH • 0��0 • •I •ENGAGED IN THE OMPUTION OF THE PROJECT. • Y 1 SIKH!VAT' LACEJOE WORSHIP O_ SITE w 2 THE CONTRACTOR WDLL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB ( ) rn � SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY CURING THE PERFORMANCE OF THE ] LD •WORT(ACCORDING TO GENERALLY ACCEPTED CONSTRUCTION PRACTICES. • O - W. GRANT LINE >g 3 ALL WORK SHALL CONFORM IN THE PROJECT STANDARD SPECIFICATIONS A FOR SAN JOAOLINCONTRACTUAL AL AN P AYM 16101 . GRANT LINE $ROAD - Z N LIN y •WOFJCS EXCEPT AS MODIFIED IN THE PROJECT SPECIFICATIONS AND THAT CONTRACTUAL AND PAYMENT � VON SOSTEN D �w PROVISIONS DO NOT APPLY. - • • • • • • • • Z 4 NOTIFY THE COUNTY OF SAN JOAQUIN FORTY-EIGHT(48)HOURS OR TWO(2)BUSINESS DAYS PRIOR $C O U N T Y O F SAN •J O A Q U I N (TRACY);, ICA295304 TO THE START OF CONSTRUCTION.5 ALL VALVE ALL TIMS ND SHALL BE RAIS DMANHOLE U TO FINISH GRADE ND 14SAND CLEAN OUT TALL CONCRETE ALL BE ED AND OLLARS ASESSIBLE AT REQURED. �mI, :�mv • • • • �NO OTHER UTILITIES MAY BE PLACED IN A WATER OR SEWER TRENCH. AP N: 2 0 9—19 —3 3 9 7 FOR DETAILS NOT SHOWN,CONTACT CONTINENTAL DEVELOPMENT CONSULTANTS, INC. O(702)287-0347 , .RTS PROJECT 41RE .� 0.6 ORES • VICINITY MAP• • 8 THE OWNER IS RESPONSIBLE FOR FURNISHING QUALIFIED SITE INSPECTIONS DURING CONSTRUCTION OF • � • Ro scAle ^ PUBLIC IMPROVEMENTS TOTAL DISTURBED AREA (EXE CONDITION)=2.58 4CRES j CONTRACTOR IS RESP ELD MEASUREMENTS TO LOCATE AND SIZE EXISTINGga -FACILITIES OR LNDERCIROUND UTILITIES. I 4V_�:;O TOTAL DISTURBED AREA (PROP 0SED,CONDITION)=9.69 ACRES JCONTRACTOR SHALL SUBMIT CUT SHEETS AND SHOP DRAWINGS FOR REVIEW TO THE PROJECT ENGINEER • •AND/OR THE UTILITY ENGINEER PRIOR TO ORDERING CONSTRUCTION MATERIALS. A SIGNED SET OF wO DRAWINGS MUST ALWAYS BE AVAILABLE ONSITE CURING CONSTRi1CTI0ra 12, 11 ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THEN STATE OF CAL.OR IA AIR - N89'S4'20"W_ 675.32' OWNER/DEVELOPER/CONTACT:- LEGEND (.�POLLUTION CONTROL REGULATIONS. THE CONTRACTOR SHALL MAINTAIN AN ONGOING DUST CONTROL p PROGRAM IN ACCORDANCE WITH CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY. • GURDWARA GUR NANAK PARKASH ____ > 16101 W. GRANT UNC ROAD PROPERTY LINE O d O c 12 ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THE STORM WATER P -LUT1 D I TRACY, CA 95304 _ CENTERLINE RO I `o q `c -PREVENTION PLAN(SWPPP)PREPARED BY WGR,PHONE(209)334-5363_ f alonoM smI o •O u m m CLNTACT• -m- STORM DRAIN o a c E 1 DURING CON'STRDCTION ON OR NEAR A PUBLIC STREET OR HIGHWAY, THE CONTRACTOR SHALL I ! BALWINCER SINGH (BAILEY) GREWAL O m n c c j MAINTAIN TRAFFIC CONTROL CONFORMING TO THE APPROPRIATE AGENCY TRAFDC CONTROL PLAN ------------ -- PHONE:- (925)382-7343 ------ EXISTING CONTOUR '� X�0 a 14 11fE STORM DRAINAGE SYSTEM iJ TO BE OPERATED AND MAINTAINED BY OWNER. !I Email:- frac urudwaraOhofmail.com "O Q i, I Lmilee grewdO9maiLco �- O m �c Cc I - FIRE TRUCK ROUT A .D chi U O C 15 THE CONTRACTOR SHALL CORD!NATE ALL WATER MAMJ SHUT DOWNS AND TIE-INS WITH THE CITY OF `� 1 � -'' ' � c •CALIFORNIA FORTY-EIGHT(48)HOURS OR TWO(2)BUSINESS DAYS IN ADVANCE. , F'. I COSIGN CONSULTANTS :- m 4® E a+ 9 U ` 16 SHOULD IT APPEAR THAT THE WORK TO BE DONE,OR ANY MATTER RELATIVE TF'ER • i NEW ASPHALT IN ROW >�S N a O 0).y CONTINENTAL DEVELOPMENT CONSULTANTS, INC. O Y SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE 7473 W LAKE MEAD BLVD. STE 100, ^o p c p PROJECT ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY . • Plpp� • i NEW SFIOULOCR IN ROW •� iT LAS VEGAS, NV 89128 3 O U c m 17 THE PROJECT SHALL BE BUILT PER PLAN. ALL FIELD CHANGES MIST BE PRE-APPROVED BY THE - I CONTACT:- cv 0'p w`O DESIGN ENGINE GRAVEL ROAD O � O �- • • � `. TONY SINGH, SR. PROJECT MANAGER 3 V n at.�U m ilCONSTRUCT?ON. THE LOCATION OF 1 TILITI- S WN LAS ASED 0 NFORMATI� - PWONE:-(702) 287-0347 Email:- tonyOconYwsentoldc.com E%IST TREESAVAILABLE TO THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPON5IBILIN TO VERIFY THESEN HSE LOCATONS IN THE PROPOSED POINTS OF CONNECTION NI YN HOUL OF POSSIBLE COR FI ILEGAL DESCRIPTIONP� PQwER PQ�WATH NEW UTILITY INSTALLATION PRIOR TO BEGINNING CONSTRUCTION.SHOULD THF_CONTRACTOR FlHD t 1ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING 0.V THE FIELD AND THE INFORMAnDN SHAWN TELE POON THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING NTH PARCELS C AND D AS SHOWN UPON THAT CERTAIN PARCEL MAP• o I ES EDGE STRIPE FILED IN BOOK 3 OF PARCEL MAPS, PAGE 30, SAN JOAQUIY• COUNTY RECORDS. 19 A GSOTSCHNICAL INVESTIGATIONS 1lA3 PREPARED FOR TRIS PROPACT(DAT®31D'TBHBBR :n : F � OG ORIGINAL GRADE � PLANS11INSPECTIONS AANDD TTES ING DURING CONNSSTRUCTIONNS AM�SHAAU BRM E INCORPORATED ININ THE Ac ACCORDANCE (J i BASS OF BEARINGS: A00 ASPHALT o WM TRS RACONIMMATIONS CONTAINED WITHIN THE REPORT.TEE FO RING RBPORfBI *1 41 FINISH FL 00 ELEVA ON L0 THIS PROTECT ARS IN FILE IN THE DESIGN SNGINI II'n CERTAIN PARCEL MAP FILET IN BOOK 3 OF PARCEL MAPS, PAGElf INV INVERT i TITLE: GEOTECHNICAL UMSTLGATION GURDWARA GUR NAN/L{PARKASH(SIKH TEMPLE) :.i i� 30, SAN JOAQDIN COUNTY RECORDS. -moi FLOW CSRECTION �• Q 18101 A. GRANT LINE ROAD TRACY RNIA iv ff C/) U DATE: SaTS1®SR 08,2Ct1 'oa - 27AM:X.EP+ EXISTING EDGE OF PAVEMENT I Q^ 1 PREPARE BY: N: IC.ANDERSON P , ( BENCHMARK N U I PREPARED BY: NIDI.0.1NDARSON k ASSOCIATES,INC. o I I, �7.43CL+ EXIST0.VG CENTERLINE GRADE _ PHQNE: (209) 887-9701 I:.i DESIGNATION- F 192 SET 19 8, E 37. 27.43EX+ EXISTING GRADE Q AND s,o•1c� a FEET IN TRACY, ON BYRON HWY OPPOSITE CALDRONS GENERAL UPDATE LATTER ISSUED BY TERRACON(PROJECT:NA17S028) • � I•v STORE 45.00TC+ TOP OF CURB ELEVATION DATED: FEBRUARY 28, 2017 ' RD/0 ;Q • 45.OD+ FINISHED SURFACE ELEVATION w Q 0O Q ~ • _ • 0 45.O SW+ FINISHED SIDEWALK ELEVATION N Q SHEET IN-LIEX 45.o0EX.EP+ EXISTING EDGE OF PAVEMENT ELEVATIONLINE S Jj ": �, • I 1. C1U COVER SHEET • 45.000L+ EXISTING CENTERELEVAT.ON Z "scorf f"fit' 2. c20 UTILITY PLAN LLJLU`\ i rZ i " '❑c I� 3. C3U UTILITY PLAN /O V J x 10c}� I CI_4. C4U FRE TRUCK ACCESS PLAN tU Z 1 � it 5. EH7 SEPTIC&LEACH FIELD DESIGN (FOR REFERENCE ONLY)4m son > <� o •� NOTE I i �� _ IRRIGATION WATER TO BC DESIGNED BY 01I • II it3R!;UIIi1i3 • !f ( O rI 1616 c, SCALE: 1• = 1O' N.11490 m OF CAI•-M '------------- - - - DATE: 01/476/2018 -----------'------'----' JOB: GRD-TR-01 ' DWG BY: KS CFS( BY: APV •V 1 V