|
APN: 017-090-73
<br /> I REMOVED BLDG FOOTPRINT \ EX. BAREGROUND x 61.3E
<br /> EX, BAREGROUND 62.35
<br /> I 6z.ls 62'
<br /> 61,80 62�36 62.34 LEGEND
<br /> x 6z�zs x 6x6o
<br /> x LIJL [7, 162.4e62.41 x 61.78 x 6169 x 6152 N A.P.N ASSESSORS PARCEL NUMBER
<br /> 62.35 BLDG. BUILDING
<br /> �� x 62.06 6x03
<br /> 930' - EP EDGE OF PAVEMENT
<br /> x 6L 8
<br /> 7
<br /> 62.50 EX. EXISTING
<br /> + x 62,51 x 6808 x 6L99 x 61.7A61.56 x 61,71 ° a d e e a 4 p LP LIGHT POLE
<br /> 10' PROPOSED
<br /> ++ LANDSCAPING x 61s4 a ° d 6237 �5� PROP PROPOSED
<br /> x 617a 6ao4 6PP POWER POLE
<br /> ' + x 61.91 p ° 6zss X� 0 20 40 80
<br /> x 61,10 x 61.73 x 62.10 X
<br /> \ r2' x 60.04 PROPOSED ALL WEATHER SURFACE X X x 60,47 SF SQUARE FEET
<br /> °++ PROP. 40' FOR OUTDOOR STORAGE OF x 61,81 x 6 78 62,o6x x - - x 60.53 SCALE: 1"=40' R/W RIGHT-OF-WAY
<br /> + DRIVEWAY PER BATTERY ENERGY STORAGE 25 x 6151 62. 7 x 62.41 x 6219 x 62 7 95 x 59'S (TYP.) TYPICAL
<br /> \ S.J.C.O. STD. x 60 SYSTEMS (BESS)
<br /> x 62 66
<br /> Q ++ R-17 x 61.19 x 61�04 07
<br /> x 62.62 x
<br /> x 6=-= x
<br /> x + x 60,15 x 62,68 62.29PAVEMENT
<br /> + � 6� x 59.89 x 60J3 -_a1
<br /> 120 25, PROPOSED PARKING �62.03 613 5228x 6244 52.°° I EX. CONCRETE
<br /> x 60.61 x 60J9 x 62.37 x 2.36 x 62�43
<br /> x 60.29 x 60 50 5237
<br /> w 59J3 I I
<br /> 0 x 62J2 x 62,03
<br /> Q x 60 7s x 60,44 x 6o,1z x 63�n x x PROPOSED ASPHALT CONCRETE
<br /> ` x 6051 I
<br /> 1 60' x;,72 x 6z�13 x 61,6s 1.6o x 61�6s EX. STORAGE BLDG o 1
<br /> O x,715 x 60.18 x 6051 x 6037 x 61.49 x 61.24 (21,150 SF) I I PROPOSED REINFORCED SOIL
<br /> W.wT' / +6�3 x 60,36 x 60.49 x 58,83 x 60.62 x 60 66 26 FOR ALL OUTDOOR STORAGE
<br /> + x 6056 x 60.73
<br /> x 60J9
<br /> I (ALL WEATHER)
<br /> ++ x 60.73 x 2,5 x 60,99 x
<br /> x a) ++ x 59.69 PARCEL 3 (P.M027- 146�
<br /> + x 60.90 x 60 70
<br /> O� ++ x 6062 6.70 ACRES x 6093 x 6 2 EXISTING 5132 6136 x 61.43 0 16235 ++++++++ PROPOSED LANDSCAPING
<br /> DRAINAGE
<br /> + x 60�94 x 62.22 6L98 POND
<br /> Z APN: 017-090-72 �
<br /> ++ x 6103 x 6124 s16o 3D EX. FIRE HYDRANT
<br /> + 600
<br /> x 60 87 I I
<br /> - EX. FENCE
<br /> X
<br /> 24 EP
<br /> o x 60,91 1 4 1" x
<br /> x 1+ PROPOSED ALL WEATHER SURFACEA38 �
<br /> + 61.17 x 6099 61.00 FOR OUTDOOR STORAGE OF ---- PROPERTY LINE
<br /> EX. STORM DRAIN TO
<br /> 6a.+1 10' PROPOSED x 61.46 x 61.4s a x 61.56q rd
<br /> I 223.8 I I MOKELUMNE RIVER CONTOURS
<br /> + LANDSCAPING BATTERY ENERGY STORAGE
<br /> SYSTEMS (BESS) I I (NOT CURRENTLY -61 '
<br /> + x 61.09 x 61.2o x 6 x 61.13 USED BUT
<br /> + x 61.00 �o.�� slos++ 2.17 n PERMITTED+ PROPOSED PARKING )
<br /> x 61.03x 61,07 x+ EX. SEPTIC o 60 EX. SEPTIC I NOTES
<br /> + SYSTEM x 60.83 x 60.98 N �t 5121
<br /> 6tr7 x 61.10 x 6106 x 61,05 61.61 EX. OFFICE BLDG SYSTEM 5G
<br /> e x 53�17 1. A.P.N. 017-090-72
<br /> 9.�0+ EX. WELL " (8,100 SF) �i x62.9 I 2. WATER: PRIVATE WELL (FUTURE)
<br /> + AND TANK
<br /> + a
<br /> I + PROP. 40' e EX. FENCE
<br /> 3. SEWER: PRIVATE SEPTIC (FUTURE)
<br /> ++ x hose x 6os4 DRIVEWAY PER ° a (TYP.) I 4. STORM DRAINAGE: STORM POND (SEE NOTE 9)
<br /> x 60.68 /x
<br /> ++ x 60,57 x 60.55 S.J.C.O. STD. x 61.79
<br /> x ,5 R-17 5. SITE ADDRESS: 18762 ST. RT. 99 E. FRONTAGE ROAD
<br /> ++ x 60J3 EX. 40' R/W PROPOSED 45' R/W x 60�66 a 100' �5 6177 ACAMPO, CA 95220
<br /> 6+ 920, x 60�64 x 6L88
<br /> x 60,30 x 60 48 x 62.26 6. FLOOD ZONE: ZONE X, MAP# 06077C0169F, DATED OCTOBER 16, 2009.
<br /> 1 1
<br /> 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE
<br /> _ 77 77 TL PROJECT SITE.
<br /> 8. ALL EXISTING WELLS AND SEPTIC SYSTEMS WITHIN 200' OF THE
<br /> PROJECT SITE ARE SHOWN.
<br /> 9. THERE ARE CURRENTLY FOUR BUILDING PERMIT/GRADING PERMITS
<br /> CLARKSDALE ROAD EX. FIRE HYDRANT (TYP.) UNDER REVIEW BY SAN JOAQUIN COUNTY. PLANS COMPRISE OF
<br /> PROPOSED STORM DRAIN INFRASTRUCTURE INCLUDING EXPANDING THE
<br /> EXISTING STORM POND.
<br /> I 10. THE DESIGNATED REMAINDER PARCEL IS ONLY SHOWN SINCE JOINT
<br /> xI ACCESS EASEMENTS ARE PROPOSED FOR BETTER CIRCULATION.
<br /> BAUMBACH LANE
<br /> x 6100
<br /> x 60.87 61 x 61.03 x 61,24 RT. 99
<br /> 6
<br /> FRONTAGE ROAD
<br /> 1.45
<br /> x 6138
<br /> N WINERY RD PROJECT
<br /> x 6156
<br /> 59.93 x 60.30 "cu'�i x 6L67 I 59,93 x 60.30 "°u'vi x 61.67 SITE
<br /> x 6146 x 61 48 6 q / x x 6113
<br /> ° � x 577 x 577
<br /> x 61,07 °' CLARKSDALE RD.
<br /> w
<br /> rn �
<br /> x 6110 x 61.06 x 61.05 61.61 EX. OFFICE BLDG Z
<br /> 2 �, 4
<br /> (8,100 SF) SS 18 x 59�99 5918 x 59 88 x 60.52 x 61,33
<br /> x 6052 x 61.33 x 61,73 x 61.73 U)
<br /> x x
<br /> x 60 68 d 34.0 ' MCKELUM
<br /> x 60.63 e
<br /> e tA
<br /> 2 � f �'�F
<br /> x 60. x 60.73 24' EP I 61�30 24 EP 61�3o Oa.-a-
<br /> + • - 1911'x 60.64 x 61.88 _- xx 61.02 x 01�02v 62.14 6214 v ��
<br /> CLARKSDALE ROAD } }+ °' VICINITY MAP 0
<br /> 2 1 - Al
<br /> 4 NOT TO SCALE
<br /> 10' PROPOSED 10' PROPOSED •
<br /> Q + LANDSCAPING Q ++ LANDSCAPING
<br /> CLARKSDALE ROAD LEFT TURN-IN
<br /> + x 61.91 + x 6191 QQ
<br /> SCALE: 1 "-40' 0 + x 6110 0 + x 61.10 Know what's below.
<br /> 59+ x 60.04 59+ x 60.04
<br /> + + 4 Call before you dig.
<br /> + +
<br /> + +
<br /> W + L +
<br /> 'wl ++ x 59,95 x 60.39 !^ ++ x 59�95 x 60�39 -��
<br /> x 60.87 x 61. x 61.03 x 6124 v `J
<br /> x 61,°° Q ++ Q. ++ _ DILL ON MURPHY
<br /> `.4X 6L38 �I; ++ �., ++ TYPICAL DETAIL FOR BESS ENGINEERING
<br /> Z I z M EGAPAC K
<br /> x 61,56 0'I1 - 0 847 N. CLUFF AVENUE
<br /> x 6146 x 6148 d, < 6 4 x �' I x 60,29 x 60.50 NOT TO SCALE `-- , , CA 95240
<br /> U- D I L LO N & MURPHY 209 334 66 3
<br /> x 6113 �'i 59.73 _. 59J3
<br /> �, E N G I N E E R I N G ( �
<br /> d
<br /> x 61,07
<br /> K
<br /> rnmm� rn x 6051 LAWSON DRAYAGE, INC.
<br /> x 6110 EX. OFFICE BLDG 60. x
<br /> x 61.05 61.61 � g,7� x 60.18 x 60.51 � g,�j x 601g x 60 51 N
<br /> (8,100 SF) +6�'3 x 60,36 +63 __ SITE PLAN N
<br /> G x 61�-9 � x 60.49 Q�',OFE�SS/ �.
<br /> x 60 62 ° ` ° �1�up ��X PARCEL 3
<br /> C
<br /> x60.63 a N 99 FRONTAGE ROAD N 99 FRONTAGE ROAD PROPOSED IMPROVEMENTS
<br /> X 61 x , LEFT TURN-IN cc m
<br /> RIGHT TURN-OUT
<br /> 60 3
<br /> ,t x 6a4a �� x 60.64 1 1 x 61.88 EXP.9.30 SCALE: 1 "=40' SCALE: 1 "=40' Cj � * ACAMPO CALIFORNIA
<br /> _
<br /> MAY, 2026
<br /> - -. - `��qJ C 1 m
<br /> CI ARKSD /► LE pO /� D OF CAL1F� REV. NO. DESCRIPTION DATE SCALE: 1"=40' BENCHMARK: C.O.L. #1205 SHEET
<br /> L /`1 f_t /`1 - - - DRAWN BY: EH, SM ELEVATION: 59.503' 2 0
<br /> Q
<br /> DESIGNED BY: DESCRIPTION: BRASS DISC NORTH OF 2 SHEETS
<br /> TURNER
<br /> CLARKSDALE ROAD RIGHT TURN-OUT OID CLOUFF AVENUERD.-OPPOSITE
<br /> SCALE: 1 "=40' - - - CHECKED BY: JM JOB NO.
<br /> AS BUILT BY: DATUM: NAVD88 2625
<br />
|