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SI'T'E PLAN Application # r LEGEND: - --� BLDG BUILDING . O GR � CENTER LINE 0 \ \\ \ \ CONC. CONCRETE �, � N73' 38' 22"E 200.02'.._, � . DIA. DIAMETER --- _ N75' 15' 22"E 148.71' DWY DRIVEWAY EP. EDGE OF PAVEMENT - EX. EXISTING o FNC FENCE FL FOG LINE S GW GUY WIRE _ _ ...\,..�,� EX. \\\ \ q Ro. It PROPERTY LINE .4:1 GUARDRAIL \ \ \ MVNFO S TE PP POWER POLE SP SERVICE POLE SSMH SANITARY SEWER MAINTENANCE HOLE 0 30' 60' EX. BLDG TO \ \ \\ SCALE: 1" = 30' FENCE LINE BE REMOVED I `��'' o } PROP. ASPHALT PAVEMENT 93.93' EX. METAL TO -� F�O2 PP \EP \ BE REMOVED I BS, \ 0 EX. SITE LIGHT \ \ \ \ EX. CONC TO A SITE LIGHT TO BE RELOCATED BE REMOVED EX. WELL TO 72.67' �,q� \ \ VICINITY MAP BE REMOVED \ D \ \ NOT TO SCALE �� EX. SSMH \ S4 \ \ 12' �Q \ \ CONCEPTUAL = - SITE PLAN FOR �- \ \ EX. SIGN TO \ \ BE RELOCATED 'mss 70 \ \ o SSMH \ \ " B &K LC EX. TREE TO \ \ \ BE REMOVED r \ \ EX. EP 4300 MARIPOSA ROAD _ I 226.06' \ \ \ EX. FL �\ EX. q- STOCKTON, CA 95215 S72' 07' 22"W 698.00' SP FG-W-1 PP PP \ \\ EX. TREE TO \ \ \\ OMER_INFORMATION: \ EX. FL MB&K, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY PARKING LOT ETAIL�. BE REMOVED PROP. ` 3316 HOWARD COMMON I ` SCALE: 1" = 30' EP EX. E FREMONT, CA 94536 N72' 07' 22"E 240.46' I _ SlTE NFORM ATI,ON,: ASSESSOR PARCEL NUMBER 179-560-21 TOTAL AREA ±6.69 AC PROJECT SITE ±2.30 AC y\ EX. SEPTIC W AREAS ARE APPROXIMATE UNTIL FINAL SURVEY DITCH \ WELL 1 I \ S39' 11' 38"E 108.01' — TANK F+ PARKING: FF o - — � e� TRUCK/TRAILER (70'X12') 26 SPACES o I �'- ��`` EX. FNC � � Off, PLAN IS CONCEPTUAL AND SUBJECT TO CHANGE. o � e 3 y�re) 0 -� APN: 179-560-20 EX. LEACH LINE f0f Q ZONE: IA AND SUMPS M N87•0 48, ,, DITCH N82' 40' 22"E 63.95' \\ a £ N \ .N72' 46' 22"E 100.00' x-�__ Y \\ z 'N78' S6' 22_'_E 37.22' TOP OF TOE OF EX. CONC PP \ \ _ S8T 55' 38"E 42.38' �'°`- -- -- — --- __ DITCH DITCH EX. CONC WALKWAY \ \ --- _ _ WALKWAY \ \ NOT PART OF _ N 75' 16' 22"E 160.15'D �- — — _. r N75* 04' 22"E 200.16' " <, o. -�- — 0 \ \ I PROJECT SITE ' — — —.,1 _ .. _._ - _ _ _N73' 38' 22"E 200.02'° ®. N75' " 148.71'- 0 \\ \ �n - o �. — - v 15 22 E 148.71 �- OT \ 4.39 AC o DITCH o --- — — —FLOOD CONTROL EASEMENT � o \ W � uj � Z � J CANOPY EX. BLDG. SERVES CONC PROP. WELL FOR AS SINGLE -\ t- 8y ) \ •9 ... LOCATION �� 1 TRUCKS RESTROOM ---- 8.69' 25' 1 201.24' - � � PP 8S, �----�-- �, EX. 124.48' S72' 07 22 W 900.00 PROP. LEACH LINE SEPTIC AND SEEPAGE PIT TANK 26 N17' 22' 38"W 100.00' RETENTION — POND I \\ EX. LEACH LINE AND SEEPAGE APN: 179-560-38 APN: 179-560-37 PIT WILL BE RELOCATED TO THE PROP. MASONRY TOTAL DEPTH=10.10' �S ZONE: RA ZONE: R/L OTHER SIDE OF THE SEPTIC TANK WALL, 100' LONG CHAIN LL 6' \ LL — — — I LINK FNC __ \ EX. FNC 127.10' 10' LANDSCAPE STRIP APN: 179-560-36 S72' 07' 22"W 698.00' a ZONE: R/L EX. TREE TO BE REMOVED EX. 3.5' DIA. APN: 179-560-22 CULVERT ZONE: I A 0 50' 100' SCALE 1" = 50' Q pEESS/aN S�� LAND SUS ,�c. t��l�y \c�� PRY a�c Geo UNAUTHORIZED CHANGES AND USES: REVISIONS WONG ENGINEERS, INC. JOB NO.: 4091 4300 MARIPOSA ROAD STOCKTON SHEET DATE: DEC. 2020 CALIFORNIA W N0 48717 ,' * * THE ENGINEER PREPARING THIS PLAN WILL NOT BE N0. DESCRIPTION DATE BY PLANNING ENGINEERING SURVEYING 1 Or- EMs, 9-30-2022 Zo NO. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN EX 12-31-2022 TO OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN STOCKTON, CALIFORNIA (209) 476-0011 `�r 0I t �� sr MUST BE IN WRITING AND MUST BE APPROVED BY T1-IE L.S. 7600 DRAWN: SS CONCEPTUAL SITE PLAN 9lF OFCAL�F�� 9lF OF CN\0E PREPARER OF THIS PLAN. m R.C.E48717 DESIGN: WEI OF ONE _ 12 1 2020 . CHECKED: ZCw FILE 4091