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LEGEND N A.P.N ASSESSORS PARCEL NUMBER BLDG. BUILDING I I EP EDGE OF PAVEMENT X x 59.66 x 5978 x 603o EX. EXISTING I x 6o.1e LP LIGHT POLE x 60.13 x 60 09 x 60.69 PROP PROPOSED x 6043 0 20 40 80 PP POWER POLE 59 39 x 59.55 x 59.71 x 59 99 x 6016 x 60 48 x 60,28 x 60,67 SF SCALE: 1"-40' R/W RIGHT-OF-WAY SQUARE FEET x 60�69 x 6090 0 (TYP.) TYPICAL + x59.10 931' -- x 1.1 + x 60�96 x 61.49 x 60 88 x 6237 + x s93o EX. ASPHALT PAVEMENT + x 60.58 x 61.08 x s9.6s x 59.95 x 60�25 x 61.00 x 60.78 x 62�40 + x 60�99 x 59.83 x 6127 + + x 61.21 x 6120 x 60.93 x 61.08 EX. CONCRETE t 6216 + x 59 28 } x 61.27 x 61.48 x 62 29 + x 58.75 x 6155 + PROPOSED ALL WEATHER SURFACE x 61.62 x 61.68 x 61.6 x 2°5 x 62 30 I PROPOSED ASPHALT CONCRETE ++ 10' PROPOSED x 61.26 x 60.89 LANDSCAPING FOR OUTDOOR STORAGE OF x 59,0 61.46 x 61,12 x 6171 x 6254 PROPOSED ALL WEATHER SURFACE 24' EP ++ BATTERY ENERGY STORAGE x 62XSS233 x 62.66 FOR OUTDOOR STORAGE OF PROPOSED REINFORCED SOIL �9+' x 594e x 6030 SYSTEMS (BESS) 25, BATTERY ENERGY STORAGE FOR ALL OUTDOOR STORAGE ,+ x 6111 x 61.51 x 6162 x 61.69 x 62.77 SYSTEMS BESS ALL WEATHER + x 6L55 + x 6177 x 61.96 x 59.89 x 62.66 x 61.03 x 529 x 6177 x 61,21 x 60, + + + + PROPOSED LANDSCAPING } x 62.29 x 61.54 x 60�93 t + t + + x 62 x 6256 t + t + + x 62�32 x 62.45 .29 x 61.63 x 61.73 x 61.71 ++ DESIGNATED REMAINDER (P.M. 27- 146) x o0 6.82 ACRES EX. FIRE HYDRANT APN: 017-090-73 X EX. FENCE t x 59.72 x 6C1 20' 6104 x 6L81 x 6216 x 61.67 25' ---- 25' x 6154 PROPERTY LINE x 61. 4 x 61.81 25 R=15' CONTOURS x 61.52 x 61.94 x 59.87 0 �-61 ' X x 62.33 N x M x 60.48 1 Lm A I Q x 60.28 Q _ _ 6 21 11-.1 1 0 W NOTES x 61.60 x 6153 x 62.01 x 60 1. A.P.N. 017-090-73 t x 61.1 x 60e5 ' 2. WATER: PRIVATE WELL (FUTURE) + + x 60,30 x 60. 7 PROP. 40, x 6167 x 6209 x 62.66 x 61,3s x 61.09 R=15 3. SEWER: PRIVATE SEPTIC (FUTURE) x + W ++ DRIVEWAY PER x 6242 x 62.30 x 62.43 25 ( ) 4. STORM DRAINAGE: STORM POND SEE NOTE 9 ++ S.J.C.O. STD. D,I 5. SITE ADDRESS: 18846 ST. RT. 99 E. FRONTAGE ROAD + R-17+ PROPOSED ALL WEATHER SURFACE EX. FIRE HYDRANT ACAMPO, CA 95220 ++ FOR OUTDOOR STORAGE OF (TYP.) 6. FLOOD ZONE: ZONE X, MAP# 06077C0169F, DATED OCTOBER 16, 2009. 0 5+3& x 6052 x 61.33 BATTERY ENERGY STORAGE x 62.33 x 2.21 PROPOSED ALL WEATHER SURFACE 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE + x 6173 x 6149 FOR OUTDOOR STORAGE OF W/ } 10' PROPOSED x 62.65 x 62.35 SYSTEMS (BESS) PROJECT SITE. + BATTERY ENERGY STORAGE LL_ t+ LANDSCAPING SYSTEMS (BESS) 8. ALL EXISTING WELLS AND SEPTIC SYSTEMS WITHIN 200' OF THE + PROJECT SITE ARE SHOWN. 0)) + x 6235 9. THERE ARE CURRENTLY FOUR BUILDING PERMIT/GRADING PERMITS t 61 ' 62' 0)I } x 6215 UNDER REVIEW BY SAN JOAQUIN COUNTY. PLANS COMPRISE OF } x 6164 x 61.80 x 62�36 ;=-1 + x 62.34 PROPOSED STORM DRAIN INFRASTRUCTURE INCLUDING EXPANDING THE t x 62.60 X Z + x 59,77 61.02 x 62.14 x 62.40 x 62 68 x 62 41 x 61.69 EXISTING STORM POND. 930' x 6178 25' -_ x 61.52 10. PARCEL 3 IS ONLY SHOWN SINCE JOINT ACCESS EASEMENTS ARE x 62.3s x 61�90 x 61.1s 62.03 PROPOSED FOR BETTER CIRCULATION. x 62 06 x 61.4 6250 6208 ° ° a ° ° < V d O x 6154 o e ° ° ° ° d d e e 14.04 6237 /III/ x 6L40 x 61.74 62,58 X��61,5 59,09 x 60,04 x 6110 61.73 h x 62.10 ° y X BAUMBACH LANE I x 6]78 I I I I I I I x x 60.47 \x 5 o APN: 017-090-72 x 61.81 I x � �C61.95 y Gp,G x 60,53 , ST. RT. 99 FRONTAGE ROAD N WINERY)RD PROJECT LLL�SI TE + I CLARKSDALE RD. x 59.65 x 59,95 x 60.25 x 59.99 0 + + z t U) L� + + t } + MOKELUM +I } 10' PROPOSED 10' PROPOSED t LANDSCAPING + LANDSCAPING 24' EP ++ 24' EP + - - t 59 x 59�65 _--_ x 60,25 }59+1 x 59.48 x 60.30 ++ t txj } + .} x 61.11 t � � 4 t + ++ ++ 34.0' VICINITY MAP o } } Q + + - NOT TO SCALE O ' It + _ - + +59+1 x 59.48 x 60.30 2 C _ �r � , - i----�.•r �r�-t7 + Know what's b@IOW. 0 Wmg] ++ x6111 + _ `D Call before you dig. Y t x 59,72 i.t�2 x 61.04 + CD _+ Q + Z x59.87 Q' 1++ 2 °1-'�- 4 DILLON & MURPHY Oi x 608_ O I t • - �' + ENGINEERING t x 60.28 ::" + V- I ++ 847 N. CLUFF AVENUE } 4 + x 59J2 x 60�32 x 61.04 x D I L LO N & MURPHY SUITE 334266 ODI, CA 95240 t x 60.30 6J,g7 ( ) li }5�9 of o? + Z � x13 _ E N G I N E E R I N G z + 0� x 6os1 , ++ x6o2e TYPICAL DETAIL FOR BESS Quo of r1UR,of'�� LAWSON DRAYAGE, INC. ++ �- �`� ' '�,F2 SITE PLAN + I M EGAPACK N 59+ 11 ON 452 �m DESIGNATED REMAINDER + O� NOT TO SCALE X } - x 60.52 x 6:,33 0l-,3 +5�,9 CD x 60.30 x 60 97 x 6167 2 ++ z �< }+ EX *Il PROPOSED IMPROVEMENTS ,t+ I ++ qTF C/m ++ �+ OF CA ACAMPO, CALIFORNIA MAY, 2026 N 99 FRONTAGE ROAD N 99 FRONTAGE ROADco w LEFT TURN-IN RIGHT TURN-OUT REV. NO. DESCRIPTION DATE SCALE: 1"=40' BENCHMARK: C.O.L. #1205 SHEET SCALE: 1 "=40' SCALE: 1 "=40' - - - DRAWN BY: EH, SM ELEVATION: 59.503' 2 Q DESIGNED BY: DESCRIPTION: BRASS DISC NORTH OF 2 SHEETS SIDE OF TURNER RD.-OPPOSITE N CHECKED BY: JM OF CLUFF AVENUE. JOB NO. AS BUILT BY: DATUM: NAVD88 2625