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N
<br /> ' i I x 6030 LEGEND
<br /> x x 59.66 x 59.78
<br /> x 60.18
<br /> I
<br /> x 60.13 x 60,09 x 60.69 A.P.N ASSESSORS PARCEL NUMBER
<br /> x 60.43 0 20 40 80 BLDG. BUILDING
<br /> 59,39 x 59.55 x 59.71 x 59,99
<br /> x 6016 x 60,48 E P EDGE OF PAVEMENT
<br /> SCALE: 1"=40' EX. EXISTING
<br /> 0 90 LP LIGHT POLE
<br /> 6090 __ I )( X 6202 PP POWER POLE
<br /> x 59,10 931 ' SF SQUARE FEET
<br /> 60,9 x 62,37 6 x 61.49 x 6088 R/W RIGHT-OF-WAY
<br /> x 5930 (TYP.) TYPICAL
<br /> I x 59.95 x 60,25 x 60.58 6108
<br /> 61.00 x 60.99 x 60J9 x 6840
<br /> x 59.83 27
<br /> 6L21 6093 x 61.08
<br /> x 62.80 2,16 EX. ASPHALT PAVEMENT
<br /> x 59 28
<br /> 61,27 6148 62,29
<br /> x 58.75 6155
<br /> d
<br /> x 2,05
<br /> EX. CONCRETE
<br /> x 61.60
<br /> x 60 85 x60 11 x60.89 61.68 230 DESIGNATED REMAINDER ( p . v . 27 - 146) ° °
<br /> I 61.26
<br /> x 6210 e
<br /> x 61.08 x 6'7' 2S4
<br /> x 598/�61.46 x 6112
<br /> 24' EP 6266 6.82 ACRES
<br /> x 6&1862 33
<br /> x 59,48 x 60,30
<br /> x 6084 (NOT A PART OF THIS APPLICATION) EX. FIRE HYDRANT
<br /> x 61,11 x 61.51 61.69 x 62.77
<br /> 61 55 x 61.96 X EX. FENCE
<br /> x 59,02 x 59.89 x 62.66 x 61,03
<br /> _ x 60 93 x60 ---- PROPERTY LINE
<br /> x 62�29 x 61.54
<br /> x 62�32 x 6245 x 62.29 61J7 x 6163 x x 61.71 62.56
<br /> 61.73
<br /> CONTOURS
<br /> x 61.83
<br /> APN: 017-090-73 NOTES
<br /> s76 6
<br /> x 59.72 x 60.32 6104 x 6181 6216 1. A.P.N. 017-090-72
<br /> I
<br /> 59.87 x 61.52 61,64 x 61.81 61.94 EX. BAREGROUND o 2. WATER: PRIVATE WELL (FUTURE)
<br /> x 6106
<br /> x
<br /> 3. SEWER: PRIVATE SEPTIC (FUTURE)
<br /> x x 60.81 62.33 x 61.48
<br /> x 60.48 4. STORM DRAINAGE: STORM POND (SEE NOTE 9)
<br /> x 60.28 6239 x 61.63 5. SITE ADDRESS: 18762 ST. RT. 99 E. FRONTAGE ROAD
<br /> x 62.00 x 62.31 x 62 46 x 62.62 x 62,12 x 62.61 6L80 6L94 ACAMPO, CA 95220
<br /> x
<br /> x 61.60 x 61,53 62.01 6. FLOOD ZONE: ZONE X, MAP# 06077C0169F, DATED OCTOBER 16, 2009.
<br /> x 62.09
<br /> 59.93 7 60.
<br /> x 6168 x 611 x 6L35 - 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE
<br /> x
<br /> x 60,30 x x 6L67 x 62.66 x 61'09 60�85 PROJECT SITE.
<br /> I
<br /> 62.30 x 62.43 8. ALL EXISTING WELLS AND SEPTIC SYSTEMS WITHIN 200' OF THE
<br /> x 57.7 � PROJECT SITE ARE SHOWN.
<br /> 9. THERE ARE CURRENTLY FOUR BUILDING PERMIT/GRADING PERMITS
<br /> EX. FIRE HYDRANT UNDER REVIEW BY SAN JOAQUIN COUNTY. PLANS COMPRISE OF
<br /> I
<br /> 62.33 2.21
<br /> (TYP.) PROPOSED STORM DRAIN INFRASTRUCTURE INCLUDING EXPANDING THE
<br /> x 59.18 59.88 x 6052 x 61.33 x 61,73 x 61,49 x 62'26 REMOVED BLDG FOOTPRINT EXISTING STORM POND.
<br /> x x 62.65 62.35 10. ALL ONSITE ASPHALT AND BASE ROCK WILL BE REMOVED AND
<br /> EX. BAREGROUND RECYCLED FOR FUTURE USE ON THIS PROJECT.
<br /> x 61.3E
<br /> 11. THE DESIGNATED REMAINDER PARCEL IS ONLY SHOWN SINCE JOINT
<br /> 6180 236 62,1s x 62.21 62'
<br /> 62.35 ACCESS EASEMENTS ARE PROPOSED FOR BETTER CIRCULATION.
<br /> I
<br /> 62.34
<br /> x 62�25 x 62�60
<br /> 61.02 F11�4 � 6841 x 6169
<br /> x 6152
<br /> _ 62.35
<br /> -- x 62.06 x 61.90 x 61.15 6203,
<br /> 930' --
<br /> x 6L4
<br /> 62.51
<br /> 62.50 BAUMBACH LANE
<br /> 62 os a n ° a n ° ° d 4 0
<br /> x 61.54 a ° ` ° " a A ST. RT. 99
<br /> ° 6237 x 61.40
<br /> x x 61.74 6ao4� 4 6258 X��61•s FRONTAGE ROAD
<br /> 0 x 6110 61.73 x 62.10 X
<br /> P7'.09 x 60�04 X X x 60 47
<br /> x 61J8 x •
<br /> x 60.53 PROJECT
<br /> x 61.s1 -�195 x s9.7s N WINERY RD
<br /> 41 SITE
<br /> 5� x 61.51 x 62.37 62� 7 -,
<br /> x 59.95 x 60. I
<br /> I 6266
<br /> � 6104 x 62.62 x 62.07 x 61.84 7-777_777
<br /> x 62�52 x o �,OFESSI
<br /> 61 ' x 6015 x 59.89 x 62.68 6229 x 60 73 221 � CLARKSDALE RD. O Q P11U
<br /> °' w �Q� �pE �pf>yl�2
<br /> 52.13 0,
<br /> 1.
<br /> �62.03 6 \ 52.28
<br /> x 60.61 - - x 62�44 52.00 I C!J \�1
<br /> x 60.29 x 60 50 60.79 _--= x 62�43 W m1
<br /> I 5237 U j 0 45277 �j,
<br /> W x 59.86
<br /> 59.73
<br /> PARCEL 3 (P.M. 27- 146) x62.03 EXP9.30�- 6
<br /> x Q 6075 x I I I MOKELUM W
<br /> 62,11
<br /> x 61.73 6.70 ACRES �'
<br /> I Z 6018 x 6013 x 59.72 61,6o EX. STORAGE BLDG o I ��9TF OF CA1-�F���\�
<br /> x 6L6
<br /> O x 8.75 60,37 x 61.49 61,24 (21,150 SF)
<br /> 6035 x 60�36 SEE NOTE 10 x 58,83 61,26
<br /> N x 60�49 .73
<br /> Li 6079 I
<br /> 60.73 x 60.68 60,99 x
<br /> x 59 59 x 57.92 ' VICINITY M A P
<br /> x 59�69 x 57,92 62.35
<br /> 6os7 x 6092 EXISTING 04
<br /> TT 60�83 NOT TO SCALE 1;81
<br /> V' x 60 68 DRAINAGE5L32 6L36 x61.43 �0084 APN: 017-090-72 x 62.22 6L98 POND
<br /> 5160
<br /> � x 58 44 x 60,87 x 6L29 x 6103 6124 I I
<br /> x 61.00 I
<br /> 60.91
<br /> x x 59 4 141," x
<br /> 6138 I
<br /> 60,91 x 60.89 x 61.17 x 60,99 61.00
<br /> 223,8' I EX. STORM DRAIN TO MOKELUMNE RIVER Know what's below.
<br /> x 61.56 � I I (NOT CURRENTLY USED BUT PERMITTED) AA
<br /> x 61.46 x 61.48 x 6 4 d I Call before you dig.
<br /> d °
<br /> x 61.09 x61.20 61.13 ° d
<br /> x 61.00 5108
<br /> a p
<br /> x x 61,03 x 61,07 ° x217
<br /> EX. SEPTIC d
<br /> SYSTEM x 6os3 x 60 98 a EX. SEPTIC �s121 I � DILL ON M U RP HY
<br /> 6077 -------------- x 61�10 ° EX. OFFICE BLDG - SYSTEM I 5U_
<br /> 9.50
<br /> EX. WELL x6106 x6105 61.61 ENGINEERING
<br /> AND TANK e (8,100 SF) ° x 62.9 x 5317 I
<br /> 847 N. CLUFF AVENUE
<br /> ° (T FENCE SUITE A-2, LODI, CA 95240
<br /> x 60.58 x 60.54 n
<br /> x 60.55 x 60.68 ° ° (TYP.) D I L LO N & M U R P H Y
<br /> x 59 x 60,57 x 60 63 EX. DRIVEWAY TO ° x 61J9 (209) 334-6613
<br /> EX. 40' R/W PROPOSED 45' R/W BE REPLACED ° d a 100' 6225 6177 E N G I N E E R I N G
<br /> 65 __ 920' x 60,66
<br /> 60.64 , 1'x 6188 _ x 62.26 LAWSON DRAYAGE, INC.
<br /> --
<br /> SITE PLAN
<br /> N
<br /> PARCEL 3
<br /> CLARKSDALE ROAD EX. FIRE HYDRANT (TYP.) EXISTING TOPOGRAPHIC SURVEY 3
<br /> a
<br /> C
<br /> O
<br /> ACAMPO, CALIFORNIA
<br /> I
<br /> MAY, 2026
<br /> Ico
<br /> REV. NO. DESCRIPTION DATE SCALE: 1"=40' BENCHMARK: C.O.L. SHEET
<br /> ELEVATION: 59.503' o
<br /> DRAWN BY: EH, SM 1
<br /> DESIGNED BY: DESCRIPTION: BRASS DISC NORTH OF 2 SHEETS
<br /> SIDE OF TURNER RD.-OPPOSITE N
<br /> CHECKED BY: JM OF CLUFF AVENUE.
<br /> JOB NO.
<br /> AS BUILT BY: DATUM: NAVD88 2625
<br />
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