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EXISTING STRUCTURE 7
<br /> 0 100 200 400 1 PROPOSED STRUCTURE#13
<br /> SCALEz 0- PROPOSED SEPTIC 1
<br /> 2,533 REPLACEMENT AREA PHASE 2-1,500 SF
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<br /> PROPOSED REVISED SITE PLAN
<br /> -.____------- _ - -i ---- - _-� rT - ° NOVEMBER, 2019
<br /> fi 7 T 100%SEPTIC ;y EXISTING-�
<br /> REPLACEMENT t 71
<br /> STRUCTURE AREA [ ' 2 Olcation# 120026 1
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<br /> j PROPOSEDEXISTING EXISTING Received By ®n,
<br /> -.e--,-EXISTING BUILDING `�� STRUCTURE 9
<br /> 41 f i ,i I17 I -_, + �� STRUCTURE#f0 .�
<br /> - STRUCTURE 8 PHASE 2-8,000 STRUCTURE 14
<br /> __: EXISTING EXISTING c
<br /> L SF
<br /> i10 STRUCTURE 3 17750 E. HIGHWAY 4
<br /> i PROPOSED STRUCTURE 6 EXISTING�n � �� � SMS BRINERS, INC. C/0 ERIC KRUGER
<br /> 58,000 SF STRUCTURE 4 It
<br /> STOCKTON, CA. 95215--9720
<br /> N , ADDITION TO PROPOSED 100%SEPTIC�V
<br /> j BUILDING `-PROPOSED REPLACEMENTAREA PROPOSED 100°!o SEPTIC (209) 603-1000
<br /> STRUCTURE#1 STRUCTURE#12 REPLACEMENT AREA
<br /> y PHASE 1 �_,-. . —�'.? I--- PHASE 2-2,800 SF LITTLE �+
<br /> JOHNS ... G10
<br /> PROPOSED CREEK DILLON & MURPHY
<br /> STRUCTURE#11 847 N. CLUFF AVE., SUITE A2
<br /> ,EX. BUILDING TO PHASE 3-2,800 SF P.O. BOX 2180
<br /> ' BE RELOCATED
<br /> 26 209 334-6613
<br /> AS NECESSARY. XISTING (ODI,) CA. 95241
<br /> DOMESTIC WELL
<br /> i -- -EXISTING EXISTING -386 LF FROM
<br /> _STRUCTURE DOMESTIC WELL THE MOST
<br /> 647 LF FROM THE
<br /> 5 EX. BRINE MOST ADJACENT ADJACENT
<br /> TANKS LEACH FIELD.
<br /> � SEE DETAIL"A" LEACH FIELD.
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<br /> INGRESS&EGRESS
<br /> oaa � , _ EASEMENT
<br /> 4o i
<br /> 88 o°°¢d
<br /> ` ooaco ,; 00
<br /> ` $ baoo n - POST KEYPAD
<br /> PROPOSED 100%SEPTIC �
<br /> REPLACEMENT AREA PEDESTAL- \.
<br /> a° w /� FOR EXISTIN SYSTEM \
<br /> UNDERGROUND WIRE
<br /> 1 ,969' ^ ^
<br /> EXISTING/ [EXISTING mPRIVATE
<br /> ! �+�+ n a m m
<br /> EXISTING MONITORING WELL PP m ° m � j��� ����`�`� w��
<br /> - 880 LF FROM THE MOST MONITORING MONITORING
<br /> WELL 3A WELL 3B r------ n----. - __ _______ __
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<br /> WELL
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<br /> ��y I LJ ADJACENT LEACH FIELD. /f 4
<br /> - 848 LF FROM -744 LF FROM POST- - & , - -__
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<br /> • VAULT � �--POST I
<br /> 1. A.P.N.: 183-140-010 THE MOST THE MOST ^ PANEL��POST W/ / I I c m
<br /> 2. WATER: WELL ADJACENT LEACH ADJACENT LEACH i WIRE
<br /> 3. SEWER: SEPTIC BOX CAMERA / L- ---�
<br /> FIELD. FIELD. FNC ------_- ci
<br /> -
<br /> 4. STORM DRAINAGE:NATURAL DRAINAGE 25 INGRESS h n 1p
<br /> 5. SITE ADDRESS: 17750 E. HWY 4 EGRESS �� -
<br /> 1 ^ N N ` N A?L. v
<br /> STOCKTON, CA 95215-9720 QR
<br /> EASEMENT---- -- rn m m QR
<br /> 6. FLOOD ZONE: ZONE X, MAP# 06077C0515F, G ---- �� O P
<br /> OCTOBER 20, 2016. n z - m
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<br /> 7. ALL IMPROVEMENTS ARE EXISTING UNLESS NOTED. rr) EX. LANSCAPING r ^ m
<br /> 8. THIS IS NOT A BOUNDARY SURVEY.
<br /> 9. OPENING IN CURB FOR DRAINAGE. ' m
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<br /> 10. STORM WATER RUNOFF IS NATURALLY DRAINED. i 94' a' O of
<br /> 11. EX. STRUCTURE 1 - 135,000 S.F. WITH A 58,000 SF ADDITION BEING PROPOSED. o tUj-N ,o
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<br /> 12. EX. STRUCTURE 2 11 ,165 S.F. (145'X77') zm m m
<br /> 13. EX. STRUCTURE 3 - 9,620 S.F. (130'X74') PROPOSED 1009/6 SEPTIC WW tocqo LU
<br /> 14. EX. STRUCTURE 4 - 8,200 S.F. (100'X82') EX. TRAILERS REPLACEMENT AREA x +n
<br /> 15. EX. STRUCTURE 5 - 8,100 S.F. (150'X54')
<br /> 16. EX. STRUCTURE 6 (CONTAINER) - 2,800 S.F. (70'X40') n� 3: n
<br /> f I I t I �
<br /> 17. EX. STRUCTURE 7 - 2,320 S.F. (58'X40') ` I ` I I z 148' --'
<br /> PROPOSED I- I I I
<br /> 18. EX. STRUCTURE 8 - 2,250 S.F. (50'X45') SEPTIC AREA yl I I I O Q Y v
<br /> VVV PROPOSED
<br /> I I I U $ _ cTJ u'� Z Z
<br /> 20. EX. STRUCTURE 9 - 1,800 S.F. (50'X36') I I I I SOLAR co d _, U-
<br /> 21. PROPOSED STRUCTURE 10 - 8,000 S.F. (8O'X 100') L__ ! L___ 1 " PANELS `r z
<br /> � $ LAYOUT
<br /> 22. PROPOSED STRUCTURE 11 - 3,000 S.F. (30'X100') �0 J, U
<br /> I
<br /> 23. PROPOSED STRUCTURE 12 - 2,800 S.F. (70'X40') i 94'
<br /> 24. PROPOSED ADDITION TO EX. STRUCTURE 13 - 1 ,500 S.F. (50'X30') (3,400 SF TOTAL) 40'
<br /> 25, EX. STRUCTURE 14 - 3,500 S.F. (100'X35') m r
<br /> 26. THE EXISTING SITE HAS 116 PARKING STALLS, INCLUDING 2 DISABLED ACCESS PARKING ' ' -EXISTING SOLAR PANELS
<br /> STALLS. THE PROPOSED IMPROVEMENTS WOULD ADD A TOTAL OF 60 NEW STALLS, LAYOUT(TYP.)
<br /> INCLUDING 3 DISABLED ACCESS PARKING STALLS, 1 OF WHICH SHALL BE A VAN EXISTING STRUCTURE 1
<br /> ACCESSIBLE PARKING STALL. + 135,000 SQ.FT.
<br /> 27. ALL EX. STRUCTURES SHALL BE ONE STORY 20' MAXIMUM. m 82.14 F.F.
<br /> DIRT ROAD i z
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<br /> FH FIRE HYDRANT A { ^ R PROPOSED BUILDING
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<br /> F.F. FINISH FLOOR _ "-" STRUC7111RE #'
<br /> ICV IRRIGATION CONTROL 1 25' INGRESS &EGRESS ` 58'000 5017.
<br /> EX. PATH OF TRAVEL ��-
<br /> VALVE I EASEMENT m m
<br /> PP POWER POLE �- I --PROPOSED PRIVATE ROAD 0
<br /> SSCO SANITARY SEWER ^----, A
<br /> CLEAN OUT j EX. CONCRETE I
<br /> TYP. W Z TYPICAL I I � YUjLG
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<br /> WV WATER VALVE
<br /> W/ WITH EX. ROCK = m 144'
<br /> SLOPE U 102'
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<br /> BOUNDARY LINE -o
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<br /> FENCE EX. PAVEMENT n ri: 0
<br /> -� -80'-_-- ELEVATION CONTOUR
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<br /> m i n 70'
<br /> EX. TREE W/ DIAMETER PROPOSED PAVEMENT c`4 MURP w 86'o
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<br /> RELOCATED AS NECESSARY.
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<br /> COSI before frau dig. 1"= 50'
<br /> 19117
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