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I - - ---- 1 JEW - - - - -- - -- --- - ~� � - W I I Cl) a ; I _ - 4A ---- _ ---- - - T ICL Ld p - p ��J- I I _______ I O J_0 0 -- CF V �- -- I o _....__�,--------..- _�- - _ - ----- -- - ----_- _ _ ----- _■_ o c �o w 20 0 10 20 w ° E■ HARNEY LANE _ 0 0 -�► I CIL - - - - - - - - - - - - - - - - - - I ' -� a o _ �- z NJ --- -- --- -- -- - - - - 1 inch = 20 ft. I `� ' - - -- - - -- ----- - - - -- - s D. - - °�� O - - ------ - - - rr�' - -- - -- ° - -- TO -- _ --------_-_- _ -_-- ----_- _-_-- 3- --1 - _ a- _ 12 ,p_ - _ _ _________.- _ __a=_oa _ - - -z=======-C mac_=c=c=�=c=c_______©�o 01 I o '- .- -- _ �__________ _rte___ m �j 477 I i ,, a� '. L ll __ -_-`'-- -_- ._rte._+.' - i� T' 8 J _ I•' poc 00• , mmE3 1A m ® x 1 j i Avo AVD kil / / . . • •.` i / �TA7 W 1 1 Fii U`� k 0 /u I , / 1 v I I a U i APPROX LOCATION I w w 13 OF PHONE BOARD APPROX LOCATION I I OF GAS METER 1 00 N I ii' I HILI }' I 1I t 1 10'S.D. Wo C I i DRAINAGE INLET o a APPROX LOCATION 2 _ I QROFESS/ONS i GRATE: 45.33 4 CONNECTION O i �+ ��SH,VANO q Fyc II i , IE: 42.58 (10" OUT) yr I 3 r7HOP 9 _� z No.69382 �� .I M® SHOP 10 ® ' 69000 SF * June. 30, 2016 N ;i8 14 LF 6" RWL 6,8543F I j GENERAL NOTES Coll V I 'I pv' -� ® v ® N 9lFOF CAUF�� 11 1. c 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING STUBS PRIOR TO I � ii i Z ' '� � .•I o REFER TO SITE CONSTRUCTION & ALL EXISTING UNDERGROUND UTILITIES. SEE POTHOLING NOTES THIS SHEEE. I i I I to Cs DRAINAGE INLET o IMPROVEMENTS PLANS FOR I I Z Co i' 1 GRATE: 45.30 o APPROX LOCATION ® SHOPS 9 & 10 FOR ALL v 2. ALL DRAIN INLETS SHALL BE CENTRAL PACIFIC MODEL CP2424 (OR APPROVED EQUAL) PER DEEAIL I I , , a OF BUILDING RWL OS WORK WITHIN THIS AREA � o 8/C3.0. I I y I IE: 42.24 (10 IN) 12-S.D. 11 1 Y� J N ___ ' - - - - 06 IE: 42.24 (10" OUT) 00 - 3. REFER TO SHEET C1.1 OF REYNOLDS RANCH SHOPS 9 & 10 SITE PLANS NOTE 27A FOR STORM F ill --- -------- APP OX LOCATION DRAIN PIPE MATERIAL O II ' I ® FIRERSERVICE RISER F 5 N o 01 z - x 4. ALL STORM DRAIN LINES SHALL BE INSTALLED PER DETAIL 4/C3.1. 11 I14 LF 6 RWL I 3 11 ' '' ' EXIST 6" SEWER STUB M _ 'm I i iiry i •I WITH UTILITY MARKER Q m a,v. 5. ALL STORM DRAIN STRUCTURES AND INLETS SHALL HAVE THE STORM DRAIN MESSAGE AND SIGNAGE of i ;i LI i W iii is 1' W 40.08 U Z o Q N PER CITY OF LODI STANDARDS I/II I 1 rn 2 W - EXIST 6" DCDA FIRE Q 'o n 6. ALL SANITARY SEWER PIPE SHALL BE CONSTRUCTED FROM PVC PIPE SDR26 FOR 6" AND SDR35 �t i u i I`0 ' �n PROTECTION ASSEMBLY FOR 8" WITH FITTINGS CONFORMING TO ASTM 3034 AND 679. ALL PIPES JOINTS SHALL BE FACTORY N i „ i ii i F _.._ f 3 WITH FDC FOR SHOP 10 U o $ ELASTOMERIC GASKET COUPLING OR INTEGRAL BELL AND SPIGOT WITH AN ELASTOMERIC GASKET. 1 ; " ' o EXIST 2 WATER O co N�° i DRAINAGE INLET " SERVICE STUB 2.5 LF 6 SS I 7. ALL SEWER CLEANOUTS SHALL BE CONSTRUCTED PER THE SEWER CLEAN OUT DETAIL 1/C3.1 I ; ;i GRATE: 45.27 v ® S=0.0200 e w I i ii i IE: 41.80 (10" IN) � 8. ALL SEWER PIPES SHALL BE INSTALLED PER DETAIL 4/C3.1. I ;�' ; IE: 41.80 (10" OUT) ® r 9 1oS.D. #$$ U1 EXIST 6" SEWER STUB O PROJECT N 059-003 6 11 WITH UTILITY MARKER `' 0 _ DRAWN BY: JAD, RJG 9. WATER LINE PIPES SHALL BE RESTRAINED PER CITY OF LODI STANDARDS AND 2013 FIRE CODE. iii I O FIRE MAIN f L b IE: 40.60 ;os• 6 W CHECKED BY: JHV a DESIGNED BY: JAD a2� 10. ALL WATER LINE PIPE SHALL BE CONSTRUCTED FROM PVC PIPE C900 DR18 WITH FITTINGS n I ( - CONFORMING TO ASTM 3034 AND 679. ALL PIPES JOINTS SHALL BE FACTORY ELASTOMERIC GASKET "' ' I o i�ff$a COUPLING OR INTEGRAL BELL AND SPIGOT WITH AN ELASTOMERIC GASKET. I iii ' i II _ .y�C €@ F I �.IL.4 - - -- "- 5 8$.S 8 J.J. _7 EXIST 6" WATER STUB 11. ALL WATER PIPES SHALL BE INSTALLED PER DETAIL 4/C3.1. ' i WITH UTILITY MARKER 12S.D. 12S.o. s8g j { .1 - 6 w b � $ I n , I INSTALL DRAINAGE INLET OVERIll �� (t S. ,�. o I i ii i EXIST 12` STORM DRAIN _ �■ F�sss I liii Q GRATE: 45.27 o s � O � 0 I ilii IE: 41.40 (10" IN) EXISTING GREASE TE TE - - 1s8. LL IL a INTERCEPTOR - - - O KEYNOTES LEGEND I EXIST 12 STORM DRAIN i 1:::::i m N = I i It I STUB WITH UTILITY MARKER - 1 I ,III IE: 41.40 - - - - -__ -----r-=6-�=__a d (1 CONTRACTOR SHALL LOCATE AND EXTEND GAS LINE AS NECESSARY FROM EXISTING GAS STUB TO PROPOSED GAS METER. I iii ' 6 APPROX LOCATION OF _ I S f�D ° _ REFER TO ARCHITECTURAL MECHANICAL AND PLUMBING PLANS FOR LOCATION OF PROPOSED GAS SERVICE UNE. I l u i ' ___ �\o ,rJ To ii I BUILDING SEWER SERVICE ----- ---- O2 CONTRACTOR SHALL LOCATE AND EXTEND EXISTING SECONDARY DUCTS FROM PROPOSED TIE IN POINT TO PROPOSED i i, I IE: 40.65 /� I i T--------'--�____=-===1=====----- - II 2 v -! r. I I 1 11 •.aF<. BUILDING CONNECTION POINT. CONTRACTOR SHALL REMOVE / ABANDONED ANY EXISTING DUCTS AS NECESSARY TO ' - REROUTE THE SECONDARY DUCTS TO PROPOSED SHOP 10. REFER TO ARCHITECTURAL ELECTRICAL AND JOINT TRENCH I i I TWO WAY SANITARY SEWER i 7/r�1/ I //III°�� ' moo\\ ;p` iJ Z Q Q PLANS FOR CONTINUATION. I i I CLEAN OUTS AT BUILDING r, I 11 _ - 1 a I q �, W J j j CONNECTION PER DETAIL 1/C3.1 i ' I y u I ° 41 II Li O3 CONTRACTOR SHALL LOCATE AND EXTEND EXISTING TELEPHONE DUCTS FROM PROPOSED TIE IN POINT TO PROPOSED I ;i;' , RIM: 45.73 i I I U I II `�I `u ,1 y = TELEPHONE CONNECTION POINT. CONTRACTOR SHALL REMOVE / ABANDONED ANY EXISTING DUCTS AS NECESSARY TO I ,I i I IE: 40.60 (6" THRU) i iii I N REST■ 1 d �h II r 11 i W Q >- TRENCH TELEPHONE DUCTS TO PROPOSED TELEPHONE CONNECTION POINT. SEE ARCHITECTURAL PLANS AND JOINT II ® ii Ih ti� „ I I n M _ TRENCH PLANS CONTINUATION. , 1 d O O W O4 CONTRACTOR SHALL EXTEND 2" DOMESTIC WATER SERVICE FROM EXISTING WATER SERVICE STUB AS REQUIRED TO 0 0 Cg PROPOSED BUILDING WATER CONNECTION POINT. SEE ARCHITECTURAL PLUMBING PLANS FOR LOCATION OF PROPOSED POTHOLE NOTES dC >11111 N BUILDING WATER CONNECTION POINT AND DETAILS. L W �5 CONTRACTOR SHALL EXTEND 6` FIRE SERVICE WATER UNE FROM EXISTING FIRE SERVICE STUB TO PROPOSED BUILDING TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION ON a! RISER IN FIRE CONTROL ROOM. INSTALL FIRE RISER STUB PER DETAIL 2/C3.1 AND 3/C3.1. SEE ARCHITECTURAL PLUMBING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL LEGEND 5 PLANS FOR LOCATION OF PROPOSED FIRE RISER AND DETAILS. POTHOLE THE EXISTING UTILITIES SHOWN ON THESE O6 CONTRACTOR SHALL EXTEND EXISTING 6" SEWER SERVICE AS REQUIRED FOR INSTALLATION OF PROPOSED BUILDING PLANS AND SURVEY TO DETERMINE THE ELEVATION, CLEANOUTS. SEE ARCHITECTURAL PLUMBING PLANS FOR LOCATION OF PROPOSED BUILDING SEWER CONNECTION POINT SIZE AND LOCATION OF UTILITIES TO THE NEAREST PROPOSED BUILDING S AND DETAILS. 0.10'. THE CONTRACTOR SHALL COORDINATE TIMING OF THE POTHOLE WORK WITH RSC ENGINEERING. AFTER PROPOSED CURB SHEET TITLE O7 CONTRACTOR SHALL EXTEND EXISTING 6` GREASE WASTE SEWER SERVICE AS REQUIRED FOR THE INSTALLATION OF THE CONTRACTORS SURVEY CREWS HAVE LOCATED THE PROPOSED BUILDING SEWER MAIN. SEE ARCHITECTURAL PLUMBING PLANS FOR LOCATION OF PROPOSED BUILDING GREASE UTILITIES THE CONTRACTOR SHALL BACKFILL THE PROPOSED CURB do GUTTER UTILITY PLAN ?I WASTE CONNECTION POINT AND DETAILS. POTHOLES AND REPLACE AC IF NECESSARY, ALL IN $ e O CONTRACTOR SHALL COORDINATE WITH THE BUILDING CONTRACTOR ON THE PLACEMENT, LOCATION AND INSTALLATION OF ACCORDANCE WITH CITY STANDARDS. A COPY OF THE �� LIMIT OF WORK SURFACE SURVEY INFORMATION SHALL BE PROVIDED TO RSC IMPROVEMENTS &R ALL ROOF DRAIN LEADER LINES. ENGINEERING. RSC ENGINEERING SHALL COORDINATE 9 CONTRACTOR SHALL PERMANENTLY LABEL THE EXISTING FDC WITH THE ADDRESS OF THE SERVICING BUILDING PER THE WITH THE LOCAL JURISDICTION AND REVISE THE DENOTES SURFACE IMPROVEMENTS SHEET NO ° CITY OF LODI FIRE DEPARTMENT STANDARDS. ALIGNMENT OF THE UTILITY LINES IF NECESSARY. FOR SHOP BUILDING ARE NOT A . is REVISIONS SHALL REQUIRE THE APPROVAL OF THE PART OF THIS PERMIT. LOCAL JURISDICTION. C2 m O OF 4 DATE: SEPT 28, 2015