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OA p Application # !� 49 SCALE 1 100' SEE DETAIL "B" �IFIc RAI "Receive y -�. f S89'52'26"E 302.98' 1 ION PA GRANT LINE RD w` I �N 0 000 I . - o ° p I m T O ! yA NOT PART OF PROJECT � PHASE I Q 0 100 200 �� o m ° \ T E `�� f (n ' S89'36'10"E 19.33' o LOVELY RD � Q I PHASE II SEPTIC 3 I 0 AREA TO BE n I EXISTING I VI IN TY MAP J ( � Of C I A _ DETERMINED AT "� ' INFILTRATION o LATER DATE � ' BASIN I ( I NOT TO SCALE o � I i• N89'44'49"E 1330.78' Z L SITE PLAN FOR R=4952.00' / , - r + +�; + + + , + + ' , °' m L=82.88' + + + - + + + + + + + + + + + + + + + + 32 A--0'57'32" + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + N43'28'11"E 17.17' ` + + + + + + + + + + + + + + + + + . + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � � I i o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 143' I � ) I , .+ + CALIFO A YARDS LLC + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �• + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I — — TRUCK TURN OUT 23751 S . 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A.P.N.: 250-100-15 CALIFORNIA YARDS, LLC �p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - PHASE I] + + + + + PHASE II DETAIL `: I ZONING: LIMITED INDUSTRIAL (IL) 10700 BIGGE STREET 04 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ':•:;.. PROPERTY AREA: 21.83 ACRES SAN LEANDRO CA 94577 It + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '.s;:.' "A" 3 T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + `. '.•.:_A�' I (510) 638-8100 r^ + + + + + + + + + + + + + + + + + + i' + + + + + + + + + + + + + + + + + + + + + + + + Id - W + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + '• -' •,vy�•�I tt • i Lo . :• :. :'�. ° ;. . PHASE + PHASE II NOTE: ,. OTE RNI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 200' 1. STORM DRAINAGE SYSTEM TO BE DESIGNED Z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r+'. s• .. .. , i. + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + -r r , _r T r �) I AFTER SITE PLAN APPROVAL. \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . . . . . . . . . . . . . + + + + + + + + + + + + 2. PLAN IS PRELIMINARY UNTIL FINAL DESIGN. +ck+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + EX. WELL + + + + + + + + + + + + + + + r + + + + + + I. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 g T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + t + + + + FIRE TANK EX. WELL # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + R=75.00' ( , DESIGNED PROPOSED STRUCTURES - PARKING AGRICULTURAL WELL + 1 + + ++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + - r + , +p + + + + - - + + + + + + + + + + + + + + i' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L=117.89 BY OTHERS C + + _�-. Y i + + + + -{. .H -�,. .� .} + + 1. + .. + + - a- + + + .. t r- + + + + + + '+ -. + + a + + + + + _ -- EMPLOYEES- - = A- 90'03'42" MPLOYEE STRUCTURE HIGHEST OVERALL MINIMUM PROPOSED HANDICAP r-i ----- -- _ PROPOSED USE GFA S.F. E__ - —E "{' — — — — — - _ _ — w... I-- NUMBER ( FLOOR HEIGHT (EST.) PARKING PARKING PARKING - - N86'18'49"W 99.52'- -_ ___- - _ _ _ _ _ _ = - - - — _ ==_ - - - - - - - - - - =S89'45'44"W 1511.73'— - - — _ B1 OFFICES 4 1 14'-0" 5 5 5 1 SHOP BUILDINGS I B2 (REPAIR) 20,000 1 40'-0" 20 20 21 1 LOVELY ROAD � � - I LEGEND EXISTING DESCRIPTION PHASE II SEPTIC i I �) "X FENCE AREA TO BE I - - - - --- --- - - - - r 0 UTILITY POLE DETERMINED AT ( I I I I PHASE II TO BE CONSTRUCTED LATER DATE I EX. INFILTRATION l AT LATER DATE I ( RETENTION BASIN I I � � — « UTILITY POLE W/ GUY WIRE —OHE— — OVERHEAD ELECTRICITY LINE 34' �- { — —OHT— — OVERHEAD TELEPHONE LINE a. mErm. Nor ' - ° 4 A . A 37' d a °_ .d.. . 'v.4, .e , _ : '. A. 184' - —OHE&T— OVERHEAD ELECTRICITY & A ° a d' ° a A a: v d : ° + -- ' . - TELEPHONE LINE 221' TRAFFIC SIGNAL 1111 e A °'•. d .A _ '..a d ° d e ° ° ° ® .'A dt. d 4 °. v - ®4. 4. + ". PROPOSED a ® ' ; , d. .d .4 . . e . PROP. coNc. • .d . a .e '.•° •° _ . - . • . . ' . ' �. .-. NOT PART OF PROJECT —�--� 4 • s 4 • ° , ASPHALT I: o . ° • o ° s a a ° e 4 .° a•. . ®d' d 105 60 PAVEMENT �. I I SA SEPTIC TANK AREA A A e• _ - . 4 a .d a .e ,. _ -d .. .. f a I .f n • . ' A' °' e4' 'd • n : °� <- _ 158' r 4' V ed:. _ '4 ° ° ° SA S89-52'26"E 302.98 I ® P.G.&E. TRANSMISSION TOWER A. A: '!�777777777777\ a ° 200' d m . 25' 19' SEPTIC AREA 5' 35' I I I T EX. WATER LINE A d e .. e . ±2927 SF 4 Q Q 0 I I I E1 EX. MOBILE HOME e .°. 4 ° 4' . 25' 14 6' 0 I ° 4 PHASE II " , : a - .. A-+ 81' -I%20',' _ E2 . I E2 EX. GARAGE T 7w, 25 . I. ' o Q E3 ` EX. SHED TYP. 1 I Q I O ° o PROPOSED - ` a <4: SHOP BUILDING a 4' ' 44 PROPOSED CURB s 6'; B1 1 I O I L� ° 4 20,000 SF < : FLUSH TO PAVEMENT R3 I I o E1 E4 EX. OPERABLE VEHICLE °. a.. a STORAGE BLDG. A a _. h 9 TYP. 2O I , ; ( ' EX DRIVEWAY ° B2 ° PROPOSED REDWOOD HB = TRASH ENCLOSURE A. HEADER FLUSH TO I — : d _ w A 20 4 I O o d'. _ _ _ � •' .:.: .: :: CONCRETE X60' e a d 4. AC n 'v4 WELL PAVEMENT TYPO �� l I o E3 HB �. �— — o o ° A 4 : ad C 5, BOUNDARY o o - PAVEMENT dq. < e CONST. R3 - - EX. WELL #1 & 9 4 ° a e n .. WALKWAY ae.. .• '. `e • R200' � WELL HOUSE 25' , PRO OSED � 4 A _, e 6 CONCRETE ''� E4 +� �,+ + �,°'~r AGGREGATE BASE TYP.. TYP. yy�WALKWAY;` a ° PROPOSED 4 " °' d ® : AGGREGATE PROPOSED PORTABLE -1L o r`I SEPTIC AREA e .,e • a n .•® a d _. e a ® ' . . .v e .a d .A a a. - a BASEBUILDING _ t- d 1440 SF rn I • A 4 ° _ - - PHASE 2 WITH TIE DOWNS �I CONSTRUCTION ...A 4 d A e ° PHASE 2 TO BE ' I �I �I — — — — — — — -- — REDWOOD HEADER SCALE 1"=40' " " CONSTRUCTED AT FIRE TANK I =i r-- - LATER DATE DESIGNED S 9'3610 E I DETAIL A BY OTHERS I 19.33' C° SCALE: 1"=40' a I o I ~ I SCALE 1"=502 PHASEI � — EX. WELL #3 �I PUMP REPLACEMENT DETAIL "B" SCALE: 1"=50' 0 40 80 0 50 100 Q,pf ESS/0 �� IAND SU REVISIONS UNAUTHORIZED CHANGES AND USES: �`��tiP°'�"RY "�� `��tiP�"��Y "�� F� N0. DESCRIPTION DATE BY JOB NO.: 3640 �� kc, WON G ENGINEERS, INC. 237`1 S. BIRD RD TRACY S'EiEET THE ENGINEER PREPARING THESE PLANS WILL NOT BE G. cAc•�C z PLANNING ENGINEERING SURVEYING DATE: JUNE 2022 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO �, * * CALIFORNIA OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST W N0. 48717 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN cc EXPIRES: 9-30-2022 NO. 7600 STOCKTON, CALIFORNIA (209) 476-0011 BE IN WRITING AND MUS F BE APPROVED BY THE PREPARER OF � Ex 12-31-2022 DRAW WS THESE PLANS. ��q CIVIL , L.S. 7600 SITE PLAN lF OF CA��ElF OF A1.�F (9JL. DATE 6/29/22 R.C.E. 48717 DESIGN: WEI OF ONE C CHECKED: ZCW FILE 3640