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N
<br /> ' Ix x 59.66 x 59.78
<br /> x 60.1x 6030 LEGEND
<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 /> x 6
<br /> 59,39 x 59.55 x 59.71 5�,���� -F EP EDGE OF PAVEMENT
<br /> 0 48
<br /> SCALE: 1"=40' EX. EXISTING
<br /> LP LIGHT POLE
<br /> x
<br /> _ _ PP POWER POLE
<br /> x 5910 931' x SF SQUARE FEET
<br /> x 62,37
<br /> 60 96 x 61.49 x 60 99 R/W RIGHT-OF-WAY
<br /> x 59 30 (TYP.) TYPICAL
<br /> x
<br /> 59.33 x 59.65 x 59.95 x 60,25 60.58 61.00 x 60J8 x 62 40
<br /> 6L08
<br /> x 60.99 x 59.83 27
<br /> 61,21 26 6093 x 61.08
<br /> x 62.80 216 EX. ASPHALT PAVEMENT
<br /> 6127 61�48 62�29
<br /> x 5928
<br /> x 58.75 6L55 d
<br /> x 61.60 EX. CONCRETE
<br /> d
<br /> x 60 85 x 6011 x 60.89 61 6n x 205 2,30 254
<br /> I 61.26
<br /> x 61.08 x 61J1
<br /> x 59.87 61.46 x 6112
<br /> 24' EP 62 66
<br /> x 62r18.2 33
<br /> 5910 x 59,48 x 60 30 x 60 84
<br /> EX. FIRE HYDRANT
<br /> x 61,11 x 61.51 61.69 x 62.77 EX. BAREGROUND
<br /> 6155 x 61.96 X EX. FENCE
<br /> x 59 02 x 59.89 x 62.66 x 6103
<br /> x 61,21 x60� ����
<br /> x 6154
<br /> x 60 93 PROPERTY LINE
<br /> x 62 29 x 61.71
<br /> x 62,32 x 62�45 6L77 62.56
<br /> x 6L63 x 61.73
<br /> CONTOURS
<br /> x
<br /> � 1
<br /> x 57.6 - APN: 017-090-73 1,67 DESIGNATED REMAINDER (P.M. 27- 140 NOTES
<br /> x 59.72 x 60.32 61 x 61 81 6216
<br /> 04 6.82 ACRES 1. A.P.N. 017-090-73
<br /> x 61.52 61,64 x 61.81 61.94 2. WATER: PRIVATE WELL (FUTURE)
<br /> x 59.87 x 6106 0 3. SEWER: PRIVATE SEPTIC (FUTURE)
<br /> x x 60.81 62.33 x 61.48 IN
<br /> x 60.48 4. STORM DRAINAGE: STORM POND (SEE NOTE 9)
<br /> x 60.28 6239 x 61.63 5. SITE ADDRESS: 18846 ST. RT. 99 E. FRONTAGE ROAD
<br /> EX. DRIVEWAY TO x 62.00 x 62.31 x 6246 x 62.62 x 6212 x 62.61 x 6180 6194 ACAMPO, CA 95220
<br /> BE REPLACED x 61.60 x 6153 62.01 6. FLOOD ZONE: ZONE X, MAP# 06077CO169F, DATED OCTOBER 16, 2009.
<br /> x
<br /> x 60,30
<br /> 59.93 x 6167 x 62.09
<br /> SEE NOTE 10 x 62.66 x 61,35
<br /> x 61 6L09 x 60 ss 68 x 611 x 60 x 6163 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE
<br /> CO. 7 PROJECT SITE.
<br /> x
<br /> 62.30 x 62.43 8. ALL EXISTING WELLS AND SEPTIC SYSTEMS WITHIN 200' OF THE
<br /> x 57.7 F7 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 /> 62.33 2.21 TYP.
<br /> PROPOSED STORM DRAIN INFRASTRUCTURE INCLUDING EXPANDING THE
<br /> 59.18 x 59.88
<br /> I EXISTING STORM POND.
<br /> x 60�52 x 61.33 x 61,73 x 6-,�9 x 62�26 REMOVED BLDG FOOTPRINT x x 62.6s EX. BAREGROUND 10. ALL ONSITE ASPHALT AND BASE ROCK WILL BE REMOVED AND
<br /> EX. BAREGROUND
<br /> RECYCLED FOR FUTURE USE ON THIS PROJECT.
<br /> 11. PARCEL 3 IS ONLY SHOWN SINCE JOINT ACCESS EASEMENTS ARE
<br /> 61 ' 6180 236 621s x 62.21 62'
<br /> 62.35 PROPOSED FOR BETTER CIRCULATION.
<br /> I
<br /> 62.34
<br /> x 62 25
<br /> x x 5977 61.02 F621 � 6841 x 6L69
<br /> 59,12 930' x 61.78 62.35 x 6152
<br /> x 62.06 x 61.90 x 61.15 6203
<br /> x 61,4
<br /> 62.50 BAUMBACH LANE
<br /> 6208 ° < ° e d 4 O
<br /> x 61.54 d° ° ST. RT. 99
<br /> 62,37 x 61.40
<br /> x x61.74 64°&1 625s FRONTAGE ROAD
<br /> x 6178 x
<br /> x 5 0 x 61.81
<br /> 59.09 x 60,04 x 61,10 61.73 x 62.10
<br /> X
<br /> x-------X 95 x 60 47
<br /> x 60.53 PROJECT
<br /> x 62.37 62, 7
<br /> - x59.75 N WINERY RD SITE
<br /> x 61.51 -6Y x 614'
<br /> O x 59.95 x 60. 62 66 / I
<br /> 01 6104 x6 PARCEL 3 ( P . M . 27 - 1 46) x62.07 x
<br /> x 61.84 xx�, 9
<br /> x 60�15 x 59.89 6.70 ACRES .6s x 60 73 221 � CLARKSDALE RD.
<br /> (NOT A PART OF THIS APPLICATION) �62.03 _ 52.13
<br /> x 59.86 52211
<br /> rn Q
<br /> x 60.61 x 62�44 52.00 I �
<br /> x 60.29 x 60�50 60.79 x 62,43
<br /> rn
<br /> rw 59.73 I 5237 () { :
<br /> V x 62 72 x 62.03 I I CC 0 m
<br /> I X � 60,75 Ss ��,-- x 60 MCKELUM,12 � 6211 x I � � * EXP 9-30ij
<br /> 61,6o x 61�6 EX. STORAGE BLDG � I I �/ �jq C/vI
<br /> Z 6018 x 6013 O /�""
<br /> O x 8.75 60,37
<br /> x 61.49 61,24 (21 ,150 SF) I I y,(�� TF OF CA1-1F�Q•
<br /> 6035 x 60�36 x 58,83 6L26
<br /> x 60�49 .73
<br /> L 6079 I
<br /> 60.73 x 60.68 60,99
<br /> VT' x 5969 x t,,'72
<br /> V' x 60�68 6087 60,83 x 6092 I EXISTING 6235 VICINITY MAP
<br /> DRAINAGE 5132 6136 x 61.43 r,I NOT TO SCALE ,
<br /> 0 094 APN: 017-090-72 x 6222 6198 I POND
<br /> Z � I �
<br /> x 58 44 x 5160
<br /> x x 61,29 6103 6L24
<br /> 60,87 I
<br /> x 61.00
<br /> 60.91 x 58�4
<br /> x
<br /> 6L38 I
<br /> 60 91 x 60.89 x 61.17 x 60,99 61.00
<br /> x 61.56 I �� EX. STORM DRAIN TO MOKELUMNE RIVER Know what's below.
<br /> I (NOT CURRENTLY USED BUT PERMITTED) Call before you dl
<br /> x 61.46 x61.48 x 6 4 d I 9.
<br /> d a
<br /> x 61.09 x61.20 61.13 Q 4
<br /> x 61.00 5108
<br /> ° p
<br /> x x 6103 x 61,07 < E x I217 / N
<br /> EX. SEPTIC d
<br /> x 60�92 ° EX. SEPTIC �51,21 � � DILLON & MURPHY
<br /> SYSTEM x 6110 EX. OFFICE BLDG SYSTEM I
<br /> 6077 EX. WELL --------------------------------- s�
<br /> x 9.50 x6106 x61,05 61.61 a (8,100 SF) ° x5317 ENGINEERING
<br /> AND TANK x 62.9 I
<br /> 847 N. CLUFF AVENUE
<br /> SUITE A-2, LODI, CA 95240
<br /> x 60.58 x 60.54 ° ° 61.79 D I L LO N & MURPHY (209) 334-6613
<br /> x 60.68
<br /> x Sq x 60 63 \
<br /> EX. 40' R/W PROPOSED 45' R/W ° ° 00' 6�25 6177 E N G I N E E R I N G
<br /> x 60�66 1.54 LAWSON DRAYAGE, INC.
<br /> x 65
<br /> 920 x 62.26
<br /> e,
<br /> ����T� 60.64
<br /> x 6L88
<br /> X SITE PLAN 0
<br /> Qd
<br /> O
<br /> DESIGNATED REMAINDER
<br /> - T
<br /> CLARKSDALE ROAD 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. #1205 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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