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ROW CROPS <br /> Iz5. � Q � 1Z'SF_►�R— <br /> F,- - I <br /> I r `�}T d 17 EA. MAYTEN TREES @Lr <br /> C. 10F LANDSCAPE AREA EASTSIDE CONT- 7 3 baa 7 <br /> I MAYTEN TREE @ 30' O.G. a z <br /> g3L 8 6 '4g ^ z + LP3 col L IZ,1 <br /> 6" CONCRET CURB 9 � � T,t. t f } z <br /> T � I � <br /> ILi �4.p I `,�' y <br /> t712 U"D 1 v, o +� GE CL <br /> 4 _ <br /> --- -- 1 TRA LER ST 13 a <br /> z4" DIA <br /> 1 <br /> Y UTTEfa (SEE DE AIL) ,� 2 n �0 <br /> U <br /> GAL 5 PTI L. � Cr i C� <br /> AE , 25 LIGHT POLE FOUNDATION <br /> i 4` W/C TAINMENT <br /> rr/ U��y 20000 GAL.FUEL TANK <br /> f I4 SCALE ,`'=l' <br /> 7� 74 - <br /> M W �+ a a I '1 + _ �o o Ip n 00' C P IN —. --- � EAA�s CCrf`T <br /> -4- 4vPLKVVAy <br /> oo roza <br /> K [r \uji'' ♦ '�i FF IDS I i l c' //J —g} A <br /> X' Z 11 SHOP & OFFICE BUILDING o �J� f'!"l <br /> p ; <br /> Ci <br /> uu <br /> w <br /> J Q - > �b ia24� —TRUCK WASHwlR CY VALLEY` GUTTER DETAIL <br /> M <br /> k V <br /> _ 7 <br /> _— �' EXPANSION JOINT W/WATER STOP @) 15' 0.C. <br /> w // s SCLE; "w , <br /> 0 J I �— WELL W17.5 HB FU1M,vKUL7 2Q" ' A <br /> x �� �J ARK, <br /> �.�. W I D v W UC &T ILEiP ,- <br /> I 4 � 35� � <br /> j (n � �Id s�,� �'tea,� -__ a 7 �.+� ��TZ 35 <br /> '` r Q ! 2 3J - _ VALLEY GUTTER (SEE DETAIL) <br /> i <br /> i y �4 S' 6^ PVC C900 FIRE WATER DISCHARGE 150'MAX. LENGTH i 1T l S T I la S U 1z PA,, <br /> Ld <br /> AC <br /> ?q GATE 1�,I 04 �s�µT O, -� "` _ * ,�,�M' -� `5 � . T� Z r-' I 0101 � �'�I <br /> OQ 1� 7 <br /> L�� T 'I- Tao - - tv 11 <br /> R p YARD FIRE WATER OUTLET WlVALVE s CONNECTION \4 NU (} U <br /> PACIFIC BELL EQUIPMENT & STORAGEa I �5 '-A SNC-014T <br /> 6" CONCRETE HEADER 4 4 "'— ` '� O <br /> 2 EA.20000 GALSTATIC FIRE WATER TANKS A 25 I u <br /> nJ � i k <br /> CONCRETE HEADER DETAIL <br /> r----_'�_ 1 0'- -44' 1 Z.' 44' <br /> 6"CONCRETE CURB <br /> �` d 4 - J II <br /> ul <br /> 2' AC PAVING -4,5 - -- LL I - <br /> 7^ CL 2 AB EXC.=+/-6,700 CY FILL=+/-4,500 Cy r N 1 I VE BKF N <br /> v� W�T GtZ Lias <br /> KEY i , O--- <br /> 0 IL <br /> 0IL 1 Ca l GrzA n E RETENTION BASIN DETAIL ' <br /> F-�.Im-C--VR 1c A L Lo"r), 0 <br /> 2�" �I SCALE; N - _.. <br /> 3 ' F`+ i 'SQ <br /> '`' vN©�.s <br /> ,INV CAR PARKING LOT PAVING DETAIL ° ----- -- <br /> 4 <br /> tT nv� scN as ��.5 . > TRENCH DETAIL <br /> ----�'vV LI u PVC Sr-"4a <br /> ,A I ti Ts. <br /> 15"SO ST�17M pR�l�] SSR. 35' � <br /> X <br /> IF1 T'eAF:1='I C LW 86' R —'- <br /> r <br /> FUTURE R/W OF EIGHT MILE ROAD WILL REMOVE <br /> +1-10' OF PLANED PARKING AREA <br /> 2 _ X <br /> HAM LANE <br /> 41 X <br /> 7- <br /> N RETE <br /> NCRETE CURES �� ' W <br /> \ _ <br /> FENCING NOTES WEST LANE <br /> 1 ALL FENCING WILL BE SIX FOOT CHAINLINK W/GATES <br /> -24' D 1 2 ALL FENCING SHALL MEET THE REQUIREMENTS OF SAN JOAQUIN COUNTY REVISED SITE PLAN -It' <br /> EARTH WORK NOTES ON SITE PARKING <br /> Application # S'A ' X77- <br /> SECTION A—A FRONT PARKING AREA 1 EXCAVATION FROM THE TOP TWO FEET OF THE RETENTION POND WILL BE CAR PARKING: 53 STD. FESSI� Received By G T^-, On <br /> USED TO CONSTRUCT THE LOWEST ELEVATION EMBANKMENT 2 ACCESS 1 VAN �. , <br /> 2 ALL EMBANKMENT SHALL MEET 90% OF THE COMPACTION REQUIREMENTS OF , ���a IF BG9 �. VICINITY MAP <br /> THE CURRENT ASTM 1557 TEST METHOD TRUCK PARKING: TRUCK PARKING AREA 38 , w <br /> 3 THE TOP 0.5' OF SUBGRADE SHALL MEET 95% OF THE COMPACTION REQUIREMENTS TRAILER PARKING 13 <br /> OF THE CURRENT ASTM 1557 TEST METHOD <br /> 4 ALL EMBANKMENT MATERIALS WILL COME FROM THIS SITE,IF MORE EXCAVATION BIKE RACK: 3 STD. <br /> IS REQUIRED THE RETENTION BASIN WILL BE ENLARGED A. <br /> 5 STORM DRAIN WORK WILL MEET THE REQUIREMENTS OF SAN JOAQUIN COUNTY ONSITE SEPTIC SYETEM PER COUNTY STANDARDS �. <br /> SURFACING NOTES Q LANDSCAPE AREA = 8.4% OF IMPROVED AREA REVISIONS ORDERED BY OWNER 6/23198 <br /> SITE GRADING AND SURFACING PLAN SA 97-55 1 CLASS 2 AB WILL MEET THE REQUIREMENTS OF CALTRANS SPECIFICATION Qom, <br /> SECTION 26 SAM F R E I T A S TRUCKING DRAWN BY: C_j� SCALE:: AS SHOWN <br /> 2 ALL ASPHALT CONCRETE SHALL MEED THE REQUIREMENTS OF CALTRANS <br /> 2420 EIGHT MILE-RD. APN 092--020-14 SPECIFICATION SECTION 39 ," MAX. MEDIUM, TYPE B DATE: 06123/98 SHEET: <br /> acv_� i X40 <br /> 3 EXTRUDED DIKE a CURB SHALL MEET THE REQUIREMENTS OF CALTRANS SITE PLAN FOOTHILL <br /> SPECIFICATIONS ENGINEERING TRUN P F ' <br /> EIGHT MILE R D . L O D I CALIFORNIA 2793(2WPADDY3 CREEK LA85240 - � � • <br /> PH 209;368 9381 FAX 12091 36771-1167 ® A O J u' <br /> L'A UDtDrewjnpslh'ert.Ai SITE uC19^l4'19U8 vl L7 <br />