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0 100 200 400 EXISTING STRUCTURE 7-\ PROPOSED STRUCTURE#13 PROPOSED 1SEPTIC 1 PHASE 2-1,500 SF ME P N SC�ALEZ200' 2,533' REPLACEMENT AREA :: -- w ----- ..-..._ --- - -------- - _ ------- NOVEMBER, 2019 ---- -. - -=--___---------- _ ---------____.__ - f �_. __ PROPOSED i REVISED SITE PLAN R, / _-___- REPLACEMENT EXISTING-� lz� eL AREA STRUCTURE2 ICd�011 C7 I 'TC' {� ' PROPOSED �;; -EXISTING EXISTING Receive{By. i s EXISTING STRUCTUIRE#0 `� STRUCTURE 9 STRUCTURE 8 PHASE 2-8,000 STRUCTURE 14 EXISTING DWNER ._-EXISTING10 4� SMS BRINERS INC. C/O ERIC KRUGER STRUCTURE 6 - STRUCTURE 3 17750 E. HIGHWAY 4 J PROPOSED STRUCTURE 4 In STOCKTON, CA. 95215-9720 � 58,000 5F # (209) 603-1000 ADDITION TO 11 PROPOSED 100%SEPTIC BUILDINGLl 1 PROPOSED REPLACEMENT AREA PROPOSED 100%SEPTIC r t STRUCTURE#12 REPLACEMENT AREA nr STRUCTURE#1 PHASE 2-2,800 SF '` LITTLEENGIUM PHASE 1 JOHNS DILLON & MURPHY PROPOSED CREEK STRUCTURE#91 847 N. CLUFF AVE., SUITE A2 P.O. BOX 2180 ` X. BUILDING TO PHASE 3-2,800 SF I BE RELOCATED5241 009 334- ( 2) 6613 F AS NECESSARY. XISTING i . I DOMESTIC WELL t EXISTING -EXISTING -386 LF FROM - STRUCTURE DOMESTIC WELL THE MOST -647 LF FROM THE ADJACENT I 5 EX. BRINE MOST ADJACENT LEACH FIELD. TANKS LEACH FIELD. SEE DETAIL"A" I E i I Qj INGRESS & EGRESS I EASEMENT KEYPAD 00 PROPOSED 100%SEPTIC - POST REPLACEMENT AREA PEDESTAL N / FOR EXISTINGSEPTICSEPTIC m �\ YSTEM UNDERGROUND WIRE 1•� �' 'EXISTING ---- A PRIVATE ACCESS ROAD ' EXISTING/ °" r EXISTING MONITORING WELL PP m - MONITORING MONITORING ------- . --" - ---- 880 LF FROM THE MOST313 m - -- - ~ ----- - -- -- ccWELL 3A WELL 3B - -------------------__�_�- _- -._..___------------------�-----------------__-_-_-- -___--_-_---------- - o �d --d _-- - -_. .... ---- --------------------- - - __ _ .------ m ADJACENT LEACH FIELD. - 848 LF FROM -744 LF FROM POST n m 1` VAULT _- 'T------------ ----- N POST I I 1. A.P.N.: 183-140-010 THE MOST THE MOST I I o 2. WATER: WELL PANEL POST W! SEPTIC ADJACENT LEACH ADJACENT LEACH , WIRE / � � e 01 0 3. SEWER: S FIELD_ FIELD. ��L BOX CAMERA FNC L----------------------- ^ as 4. STORM DRAINAGE:NATURAL DRAINAGE 25 INGRESS & ' 5. SITE ADDRESS: 17750 E. HWY 4 '�— EGRESS cV N m STOCKTON, CA 95215-9720 -� m T s 6. FLOOD ZONE: ZONE X MAP 06077C0515F, EASEMENT--- - -v ,�j' p h r � o - OCTOBER 20, 2016. _ Y � ^.. LU EXISTING UNLESS NOTED. I 7. ALL IMPROVEMENTS ARE �- _ us EX. LANSCAPING 8. THIS IS NOT A BOUNDARY SURVEY. p 9. OPENING IN CURB FOR DRAINAGE. mof 10. STORM WATER RUNOFF IS NATURALLY DRAINED. ` 94' O I 11 . EX. STRUCTURE 1 - 135,000 S.F. WITH A 58,000 SF ADDITION BEING PROPOSED. I m F-- zm 12. EX. STRUCTURE 2 - 11 ,165 S.F. (145'X77') I ID 13. EX. STRUCTURE 3 - 9,620 S.F. (130'X74'} PROPOSED 100%SEPTIC � $ m °° o � "' 14. EX. STRUCTURE 4 - 8,200 S.F. (100'X82'} ' EX.TRAILERS REPLACEMENT AREA - x 15. EX. STRUCTURE 5 -- 8,100 S.F. (150'X54') r- � r C 16. EX .STRUCTURE 6 (CONTAINER) - 2,800 S-F. (70'X40') I I I I N • ' 17. EX- STRUCTURE 7 - 2,320 S.F. (58'X40') PROPOSED I I I I o J� SEPTIC AREA I ! I 4 p Q r PROPOSED a 18. EX. STRUCTURE 8 - 2,250 S.F. (50'X45') r 0. EX. STRUCTURE 9 -- 1,800 S.F. (50'X36') I i I I n $ SOLAR °° a' d �, t` Z 21 . PROPOSED STRUCTURE 10 i L __J E__ J PANELS - 8,000 S.F. (80'X 100') LAYOUT U 22. PROPOSED STRUCTURE 11 - 3,000 S,F. (30 X100 ) I T 260' 04• 23. PROPOSED STRUCTURE 12 - 2,800 S.F. (70'X40') 7 4C)' 24, PROPOSED ADDITION TO EX. STRUCTURE 13 - 1 ,500 S.F. (50'X30') (3,400 SF TOTAL) i n n 25. EX. STRUCTURE 14 - 3,500 S.F. (100'X35') 26. THE EXISTING SITE HAS 116 PARKING STALLS, INCLUDING 2 DISABLED ACCESS PARKING m -EXISTING SOLAR PANELS STALLS. THE PROPOSED IMPROVEMENTS WOULD ADD A TOTAL OF 60 NEW STALLS, LAYOUT(TYP.) LXISTNG STRUCTURE 1 INCLUDING 3 DISABLED ACCESS PARKING STALLS, 1 OF WHICH SHALL BE A VAN ACCESSIBLE PARKING STALL. _ 135,000 SQ.FT- 82.14 F.F. 27. ALL EX. STRUCTURES SHALL BE ONE STORY 20' MAXIMUM. 9m DIRT ROAD Ln I o BLDG. BUILDING i ADMON To EX. FIRE TRUCK FNC FENCE PARKING n W m m PROPOSED BUILDING FH FIRE HYDRANT �._----..__.... . F.F. FINISH FLOOR &`^ STRUCTURE #1 ICV IRRIGATION CONTROL - I 25' INGRESS &EGRESS - ! _ 5a,000 saEr. VALVE EX. PATH OF TRAVEL ' EASEMENT PP POWER POLE E---- -1 --------" 'I ,.- PROPOSED PRIVATE ROAD p SSCO SANITARY SEWER -- ,7 CLEAN OUT EX. CONCRETE �. 8U' zz (TYP.) TYPICAL �_- _ _ O -' „' cj WV WATER VALVE �. z Q W/ WITH �� ---f EX. ROCK i v m m ! /14' 1 r SLOPE 1_ .......... I BOUNDARY LINEOU n M FENCE EX, PAVEMENT ELEVATION CONTOUR IL_ �"GrLllc%4 m a 70' -' .o EX. TREE W DIAMETER �� -�!�q, € 86'q I PROPOSED PAVEMENT o` �MURph;� �y LUo I m 0 (� Z LLJ 'j, CL I Uj !1 N � O rUpl 1 I W N cn N I f o � n M o m EX.TENT STRUCTURE TO BE wA n RELOCATED AS NECESSARY. N f h 2V' SEE NATE 9 v � x V r T' ti ro S\ y SITE i CHAIN LINK FNC SEE NOTE 9 m a r f DETAIL A Know what's below. � � � m 1 "— 50' &, Call before you dig. 19117 f;