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145871 25'-0• IRRIGATION ZONING: M -2 (HEAVY INDUSTRIAL DISTRICTS) EASEMENT 6 - EX'STING TRANSFORMER EXISTING CONSTRUCTION TYPE: II (N) (AUTOMATIC SPRINKLERS THROUGHOUT) - - / 7SLP_RQEERTY LINE TO EXISTING BUILDING EXISTING ROCK LANDSCAPING. _ WI1H BUMPER POST DECORATIVE / OCCUPANCY TYPE: B-2 (STORAGE OF NON HIGHLY FLAMMABLE OR -- --- I SEPTIC SYSTEM. // COMBUSTIBLE MATERIALS. THE ALLOWABLE HAZARDOUS MATERIALS —• E L R •�••�$••33 3�� E �• 755•Q�•�• •• / AMOUNTS NOTED IN TABLES N0. 9-A 8 9-B SI THE 1991 UBC IS NOT - •�• - - - •�" •rte•„rte.• TO BE EXCEEDED. OWNER IS TO BE RESPONSIBLE IN MAINTAINING I o• 'FH • • / : :•x. .: y : THIS OCCUPANCY. ) I o -- _ __ n EXISTING ' / :; . • z w cW I EXG MECHANICAL PAD ri •®• LANDSCAPING •/ •• - - I N . • G EXISTING , i'•;: ', ACTUAL AREA: I wD 1 WATER STORAGE ' :. �;•:, : e i AREA 'A• IS THE PORTION OF THE EXISTING AND NEW BUILDING , a (n EXISTING HANDICAP / •: ♦ z \ RESTROOM FACILITIES. TANK -. ,,/ ;r • THAT IS WEST OF THE EXG TWO-HOUR FIRE-RATED AREA LU CO 22.76' - +/-1- / � � � � � / \ � � •\ :.j '. =�- SEPARATION WALL SYSTEM. d � w O EXISTING COLD ROOM I I OFFICE (4) SPACE PHASE V i. : . PHASE 1 4.985 SO.FT. (EXISTING PROCESSING #1) w EXISTING EXISTING I Q Ln LTJ I STORAGE AREA #2 / i I BIKE RACK. • :" ••• P PHASE 11 11 .789 5Q.FT. (EXG PRODUCE STORAGE #1) Co COLD ROOM STORAGE AREA #i I PROCESSING (PHASE IV ♦ cs PHASE III 11 .805 SOFT. (EXG PROC ~ I AREA #1 25'-6' Fy \p• ESSING #2) _ m m 11 PHASE VII / \ I PHASE II / :: I S d PHASE IV 1 .520 SOFT. (EXG OFFICE AREA) (D T_ L0 �PHASE I j r I PHASE I '160.0' ".,�! ..;:•? .Y I�N+ PHASE VII__2.635 SO.FT._(EXG PRODUCE STORAGE #2) m Ha tJ I : .. ':. ' T 32.734 50.FT. = TOTAL 4REA w Z - -- • I l f� �1 l� I l f� J 1'.1 1'� EXISTING I' '.:. / r :: •/ o� w00 - - - -- --- -- - -- I / 1 I r - 1 - - - - --- -- - - -- M MOBILE OFFICE i / 1 ''y . AREA 'B• w wON SITE APPROVAL NOTES: i I I 105'-0' / I I ® N PHASE VI :.•,/ :' �•'.'J:`; PHASE VII 15.831 5Q.FT._(EXG PRODUCE STORAGE #2) a m w w 1. IF / WHEN THIS FACILITY IS OPERATED AT NIGHT I _ X > �u m O O TIME, ALL OFF-STREET PARKING AREAS SHALL BE I I �/ // / c PHAND I CAP ARKING , - •'~• EXISTING AREA 'C' 0 m 0 6- PROVIDED WITH EXTERIOR LIGHTING WHICH MEETS THE EXISTING STALLS. .1 PUMP / .� '' PHASEHOUSE PHASE VIII 17.710 SOFT. (PROPOSED PRODUCE STORAGE #3) o m 0 FOLLOWING MINIMUM STANDARDS. I I ® PROCE55ING AREA 11 'b '•% :• I / G ALLOWABLE AREA: 360005G. FT. = 12000x 3.0 PER AREA: z a) THE EQUIVALENT OF ONE (1) FOOT CANDLE OF I ( ® TWO-HOUR FIRE-RATED AREA SEPARATION WALL. w #2 EX / 4 (INCREASE PER SEC. 5061c) . SPRINKLERS) w ILLUMINATION SHALL BE PROVIDED THROUGHOUT THE I + at 1 EXG CONCRETE EXG 1 / le F z PARKING AREA: I I d W PHASE III ce ' . - / •♦ o +$ z rx b) ALL LIGHTING SHALL BE ON A TIME CLOCK OR I I 1 0� 1 , . 1 __ / / 0 PHOTO-SENSOR SYSTEM: I I 1 Lo EXISTING l5) _ _ _ _PPS ��G v • _ C) PARKING LOT LUMINARIES SHALL BE HIGH- I I EXG (2l BAY BAY TRUCK 'I F� • BUILDING A N A L Y S I S TRUCK DOCK. PROPOSED COLD ROOM ETI , PRESSURE SODIUM VAPOR WITH 90-DEGREE CUT-OFF I 1 STORAGE AREA #3 Dom' . � R I / EXISTING AND FLAT LENSES: I I 1 - - - - - PROPANE d) ALL LIGHTING SHALL BE DESIGNED TO CONFINE I I I Q PHASE VIII , • a / � • TANK. t DIRECT RAYS TO THE PREMISES. NO SPILLOVER I I I o s 0- / PARKING REQUIREMENTS PER APPLICATION No. 5A--92-69. (1) PARKING 3 BEYOND THE PROPERTY LINE SHALL BE PERMITTED. I W a a a If aI II , 1 SPACE PER 2000 50.FT. OF THE TOTAL AREA OF ALL THE BUILDINGS PLUS ,0 w / •• CHIP SEAL OVER EXCEPT ONTO PUBLIC THOROUGHFARES. PROVIDED. pl a w f• , v II 6 AGG. BASE ( 1) PARKING SPACE PER EACH TWO EMPLOYEES. a HOWEVER. THAT SUCH LIGHT SHALL NOT CAUSE A I I I Q a� 1„� �•� 1”, l '" I I / a HAZARD TO MOTORISTS. •1 J r ---_._-__._ EXISTING I ,/ • EXISTING BUILDING = 49.965 SO.FT. z a --- - o _ MACHINERY -� PROPOSED BUILDING = 17.640 SQ.FT. w 2. NO OUTDOOR STORAGE IS PERMITTED EXCEPT FOR THE I I \ �.X T' / FUTURE BUILDING = __22.000 5G.FT..- 0 n FENCE ENCLOSED NOTED 'EXISTING OUTDOOR STORAGE II W 10' _ \ r•=y / TOTAL BUILDING AREA = 89.605 50.FT. o N AREA'. I O 10 /!// ` ♦ TOTAL NUMBER OF EMPLOYEES ON SITE = SO EMPLOYEE5(MAX). ; i 3. THE UNDEVELOPED AREA NOTED FOR THE FUTURE I BUILDING (PHASE IX) IS TO BE MAINTAINED FREE OF � W I \ ,/ ♦• PARKING REO. FOR BUILDINGS = 89605 / :000 = 45 SPACES c a DEBRIS AND WEEDS BY OWNER. ALL OTHER UNDEVELOPED I I _ If--EDGE OF EXISTING / / PARKING REQ. FOR EMPLOYEES = 50;2 = __25_5PACE5_._ w x AREAS NOT USED FOR BUILDINGS. PARKING. DRIVEWAYS. hlrn > 140.00' EXISTING / �' • TOTAL PARKING REQUIRED = 70 SPACES a w I a PAVEMENT , WALKWAYS OR OTHER PERMANENT FACILITIES SHALL BE , I LiJ PAVEMENT , - LANDSCAPED. I w 1 Q TOTAL PARKING SPACES PROVIDED: o I ' I I I I -- ---- ----_--__)/ O TOTAL CAR SPACES - 68 SPACES w V. ,�� O TOTAL HANDICAP CAR SPACES = 2 SPACES 0° 11 - 9' WIDE X 20' // • TOTAL TRUCK PARKING SPACES =___ 9_SPACES_-_ 0 II i LONG CAR STALL its , ,�1t� EXISTING TOTAL SPACES PROVIDED = 74 SPACES o 1 I{ TYPICAL OF (70) / w 41 800 GALLON ABOVE a -- —_ --- I TOTAL. ��• GROUND DIESEL a o� Il�- -OUTLI OF.-FUTURE.- \ , \ STORAGE TANKS. p Z I BUILD G (PHASE 'IX) . ' PARKING A N A L Y 'S I S i-. •EXG I / i\\\�I �J z N' I; �H I CHAP SEAL OVER i// \ 'J• - BONA IRR16. FAR 0 —1 YYy BRI.CHETTO TRACT OF THE i = 6' AGG. BASE CHIP SEAL OVER — , Bk z Q 6' AGG. BASE A .� m \ � 4 I 248 SUED. OF 8 v 3 T3S. R.SE. w O u 95.00' I , �Ljy rou/,c ^r..a„/ ? Imo- a• Z "'� --./ LCNNEt ROAD w EXISTING ,/ ,�/ �i, 7. _ __--- y __ _ •-, � >- I PROCESSING / , 2 9 ' 10 y(••4>• 1 t .nA. 7 .* • p D O V • ( TREATMENT / 0J' PP • • �' = 4 H ';�• ' V U Q SYSTEM. //�V a o�eA 2 - L_ ¢ Q < Ul ------ EXG / F• ♦• IT en-..aex r r- I - CB /� S ' =s �� i NIT a.ra.o. c 50 O g I LrsAc o LIJ V Lli I- _ CB X 8?W _ I V / ,/ o. .Q v r • �>hl x.00 Q `'' C / •� O °o �. AFT o ft� C]7 Tl �O Ln = W •G EXISTING //, I ,ro►I j / �� e 0 O W z � i CB OUTDOOR / !” , 'PP Sf� • m O z I I o STORAGE % p. • z Cr W J O AREA / / i • F! �• ro , 253 2/ ? o C� w / � • / �c I� is.�o�c. � J U I Z / .♦ \ y I N.S♦K w I a (2) TRUCK EXG 6- HIGH WIRE —t r o . PARKING ( 0y 0� FENCE WITH RED STATIONS. ; J9.J1 ACI M[r „ O a = v � 00 PLASTIC SLATS. TYP I z / 1SbIK t H w W WHERE NOTED. •. Ir z • , i t �� 'It 0 �. I / __ -_—CHIP SEAL OVER - - ---- --- - --- JLC- � - • b' AGG. BASE -- -- -- -- -- - ---- - - - ¢ a' F— O u ------ --------------- ------ • 20' WIDE MIN. 1 - aci.0 -----T..— = W I— < ASSESSOR ' S PARCEL MAP a O z u z w � 3 O O CL O J u 0 0 a 0 U / 20/ z z � I . rn REv DATE By a � •• `e S 1 TE APPROVAL PLAN No . 92-69 N SCALE 2 H ./ ASSE'5: 1'=40.0' w /♦ ASSESSORS PARCEL No. 253-21-889 z I z j 0 SITE PLAN � O Application # DRAWN BY TAL i� F\ Received By �� On � 3 Z CHECKED rN � 8 1993 F N / / . o PRIOR APPROVED 400 L.F. +/- N CHIP SEAL OVER 6' AGG. BASE X1 20' WIDE MIN. TO LINNE ROAD. 0 01/18/ 3 PRIOR APPROVED COMMERCIAL DATE DRIVEWAY APPROACH TO BE INSTALLED , he o IN COMPLIANCE WITH SAN JOAQUIN O t: SCALE AS NOTED COUNTY'S DRAWING No. R-17. / / a PROVIDE 25' RADII W/ 2' ASPHALTIC CONCRETE OVER 6' AGGREGATE BASE. PROJECT 92 - 120 FOR APPROVAL EDGE -- _ ---- ------ EXISTING SHEET NUMBER PAVEMENT LINNE ROAD FILES: IST. PBA, PBA-, PBB C 1 O f C 1 I