SU0014454 - Laserfiche WebLink

Home Browse Search

ISED ITE PLAN Application # PA-2100228 �' 8.8.2023 ENGINEERING S00*09'55"W #2 EXISTING FUEL TANKS AND Received By On I ■ CENTERLIVE 5.00, OVERHEAD STRUCTURE TO REMAIN NQO°Q9'S5"E 0 5' RW DEDICATION O N00°09'55"E EXISTING AREA DESIGNATED 1242 DUPONT A COURT ❑n EXISTING RIGHT OF WAY n©�l 5.00' FOR OWTS AND EX SEPTIC 5' RW DEDICATION 15 PROPOSED RIGHT OF WAY 5 OQ' �g��° � FREWERT READ �°��4� 5' RW DEDICAT{ON 10 LANDSCAPE STRIP n,P 13 BUILDING TO REMAIN STING SCALE ' ABANDONED AND REPLACED SYSTEM LEACH LINE SHALL E MANTECA � C 9 �� TEL : ( 209 ) 239 - 6229 — — — — — — — — — — — — — — , — — — — — -- — — — — — — — — — — I.` WITH A NEW LEACH LINE IN THE - - - - _ _ — —._ _ ED OWTS AREA-SEE —u� - --tea — p - - - - —— -- — y� _.... .. — — — - — - - - - - - - _ TE5 — r _ fi71Q.14'. _ . — _ .— — .— _ .� ..- . — — — _� x—_ = _ — o . ......_ — ...... — --- 1Q32.79'- - —-- - - — — — — -. --- ---193.7 - -- NO Ok.. 180.00 E — _ w — . . - 6'_ MN8'9*50'1}5"W — — a �_ - N27°47'37"W _ .;: — .. — — �.q N89 5Q'05"W I N89 50'05"W _ � � fl h pFE55lp EXISTING 290.98' �I 332.55' EX BASIN 17.5 � w 12 _ 111 - I \-70'± 2`'I I; 347.28' (RESIDENTIAL 40 HOME TO REMAIN No.054088 I I EXP.12 3121 PROPOSED w w 11 ``-„ STORM DRAIN w w f J �� i _ 1 o• REMOVE EX TREE I #1 EXISTING BUILDING` € 16 0 �� 1 - r EXISTING EDGE OF PAVEMENT *� 5D o \..__1 sn �, yy l CIVIL OUTFALL. w w w w = 2 v . f v rJ CONVERTED GUARDHOUSE 1 �� 1 I IJ 1 lF Off~ j I 77.05' ni N r` irs '�'/ ° .. �DQ 3 c v_W ,4.0 ,4.a_� AND OFFICE BUILDING011 NOT A PART APPROVED: — — - - /��/� � f BUILDING DV�RH�� ,� 65' rJ��o. RIGHT OF WAY LINE f3�' 91' f �/7/�/7�� f�/ . � � 8. 11 w 180' w 70' - `' 66' #4 EXISTING BUILDING TO REMAIN _+r 14 II114, 10 a. _I I rn I 22 ❑ r +i #5 EXISTING BUILDING TO REMAIN 43 811 in m w r — IV I `- `n (i n r [ 1 1 I < — R J N11-22'35"E 290-± I 1 m s r r y� I 13 :TYP 526'1 — — 1s �= 296.16 PLAN REVISIONS I r '- , ��a 20 9 3}TYP L —� .5 598 p 0 fly"E - _1�J I - — — — - �- �4 NO. DESCRIPTIONS DATE wl W ,o o. 11 -180.00'` — -- u 21 ' r 29`� Q --.� 1.�� 10� <. <.5 7 � J ! ❑ 3/16/2022 l N 1 1 1 ti �o. �'- � : 1 w w I w e --- 40' v I1 I 1 6 277.13' 300' 100' 5 17 1 DEMO EXISTING SHED STRUCTURES 1 AND SURROUNDING CONCRETE 4, J i� 6 b sI� X87' .. _ ❑ ` b SD , 12 I I w w4 W� �v ° RELOCATE EX PP AND OVERHEAD w b-) Y /� S8$'d8 25"E /� ! #9 EXISTING RESIDENTIAL 1163.91' 159.87' S6A' 3 ,477 4 � , � ❑ F � 1A5 11\' _ -e, 11 HOME TO REMAIN r PROPOSED 13 TYP rA [L y50 �J h h 8 ni y RETENTION BASIN 70, TYP o �� :,.5 ::'`,- 50' 1 M — ti '� 3.16 AC R S / / / — 17 /Nvv Co w TOP - 13.00 w ❑ I y �' �d 1 Q N HWL= 12.00 / �;'-..., y r - + � T 5A r wrr� � 1 Z Q � A I �` BTM -4.9 w �� Q � 55 � #s EXISTING BUILDING TO REMAIN 21 1-11 -a5�; �m. - o. 't a 84 III_-� � � TO REMAING MAINTENANCE SHOP � - DEPTH - 7.1' a SIDE = 6:1 Z53± I� JI fes/ J VOL= 15.74 AC-FT U 56$.1' 41.57'i .oma] 551.234, o - ---��_. r4.s 7 J I I;. 207.85' ❑ r #8 EXISTING RESIDENTIAL HOME TO REMAIN = ,r w w •'' y ' TYP } w w w `, w i w 11 I w ' w 1 .e. 1 65' 41 – -f4-n41 t A 47 1 J r a + 1 � TYPr,13 1 III w'y w w -4 l �- .� 109 R67' 14.5' ;�1 Q 0 1510.31' w I w w -i '•.1..' �]° UjZ W J � W w 0 w 1 y- I 14.0 .�- � ._.� I — - �i.� cc o- I .' I I I— 1J 2 TY P 13 -a - .• 2 � , 13 - � ;�� I � a M o Y w w w 1662.77' i q.s -a a � �I a ...� TYP;13; 2 J i —I i f— '' 11 � LL 5❑ TYP _ — 58Cm 934'45'E _ - — 5 — 0 8Q +— -� AM— p0�0 ��a�°a o o �a jQ ¢4 fl 19z s.so' _ o pOH — p ❑❑��o o p�° ° © ° 1 1 Fn cm � 7 �g� ° °� 4� fl� f NORTH 40 ad z � SITE PLAN INFORMATION NATES PROPOSED STRUCTURES - PARKING VICINITY MAP Q STRUCTURE GFA HIGHEST OVERALL EMPLOYEES MINIMUM PROPOSED HANDICAP r PROPOSED USE I # ) DESCRIPTION NUMBER (SQ. FT.) FLOOR HEIGHT (ESTIMATED) PARKING PARKING PARKING �— BRIGGS AVE PROJECT LOCATION: 150, 200 & 212 FREWERT ROAD, �� - - LATHROP CA 95330 ( 1 ] (N)6'" CONCRETE CURB TYP- 1 OFFICE AND 990+ 1 25' 2 2-0 9.0 1 2 OFFICE BUILDING � (N) 6" CONCRETE CURB AND GUTTER 2 EX. FUELING STATION 2,800± 1 25' N/A 0 0 N/A L] EXISTING ZONE: AG-40 ADA PATH OF TRAVEL TO PUBLIC RIGHT OF WAY-MANTHEY ROAD. SIDEWALKS SHALL BE A MINIMUM 4' 3 EX. SCALE BUILDING 80± 1 15' N/A 0 0 NIA w Z PROPOSED ZONE: I-T TRUCK TERMINAL WIDE CLEAR AND WILL NOT EXCEED 2% CROSS SLOPE. EX 3 SIDED BUILDING - � - 4 17,100± 1 40' NIA 0 0 NIA W Q EXISTING USE: AG CROP (HAY AND ALFALFA} 2 EX. ADA PARKING STALL, UNLOADING & LOADING SIGNAGE PER CBC REQUIREMENTS. PHASE 2 COVERED PARKING EX 3 SIDED BUILDING- 0 RESIDENCES, 1 EX MAINTENANCE SHOP AND 5 (N) ONSITE WASTEWATER TREATMENT SYSTEM AREA(16,000 SF) - EASEMENT AND CURB BARRIER 5 PHASE 2 COVERED PARKING 32'100± 1 40' NIA 0 0 NIA Y z 3 COVERED BUILDINGS FOR AG STORAGE PROVIDED AROUND SS FOR ACCESS AND PROTECTION � Z EX 3 SIDED BUILDING- - ROTH RD !n (N) CONCRETE VALLEY GUTTER 6 PHASE 2 COVERED PARKING 23,100± 1 40' NIA 0 0 NIA to PROJECT DESCRIPTION: PROPOSED IMPROVEMENT TO SITE FOR w 7 EX- MAINTENANCE SHOP 4,9001 1 30' NIA 2.0 2 NIA � TRUCK PARKING { 7 J (N) T-0" HIGH MASONRY WALL F` `J 8 EX. RESIDENTIAL HOME 900± 1 25' NIA 2.0 2 NIA OWNER'S INFO: DBBC FREIGHT LINES INC., A CALIFORNIA 9-0 X 20'-0"OFFICE PARKING, TYP. 9 EX. RESIDENTIAL HOME 2,600± 1 25' NIA 2.0 4 NIA _ z FREWERT RD CORPORATION & RANJIT GILL AND (N) WATER WELL AND TANK LOCATION (OPTION#1) LEGEND SUKHVINDERPAL GILL 10 (N) COVERED TRASH ENCLOSURE WITH SIDE DOOR EX STRUCTURE SHALL —_ ASSESSOR'S PARCEL #: 191-230-120, 191-230-140 & 191-230-110 � � REMAIN & BE CONVERTED- = I — ONSITE WATER WELL 11 (N) 20'-0" CHAIN LINK SLIDING GATE- ,/ SEE PROPOSED AND TANK r — PROPOSED LANDSCAPING � Know what'$ �BI�W. � STRUCTURE TABLE ABOVE 1�I=� I AREA: 35.57 ACRES 12 (N) 5'-0" CHAINLINK FENCE W!3 STRAND BARBED WIRE ABOVE d FOR PROPOSED USE WATER LINE SITE L Callbefore you dig. STALLS 70' X 12' 13 (N) PARKING LOT AND SECURITY LIGHTING. DIRECT RAYS SHALL BE CONFINED TO THE PREMISES, TYP- w va WATER VALVE � 811 1 800"227"2600 PROPOSED PARKING: 610 TRAILER t } PAVING ASPHALT — 15TRAILER STALLS 65 X 12 HYDROSEEDING SS SANITARY SEWER LINE } 14 (N) 40'-C" DRIVEWAY @ MANTHEY ROAD PER SAN JOAQUIN COUNTY STANDARDS JOB NO.: 21-057 86 COVERED TRAILER STALLS (70' X 12 STALLS 15 (N) 40'-0" COMMERCIAL DRIVEWAY FOR EVA ONLY [7a FREWERT ROAD PER SAN JOAQUIN COUNTY SD STORM DRAIN LINE MARC 711 TOTAL TRAILER PROPOSED THIGH DATE: MARCH 16, 2022 STANDARDS ASPHALT PAVING MASONRY WALL STORM DRAIN MANHOLE SCALE: AS SHOWN 9 CAR STALLS (20' X g') (�6) GATE ACCESS TO PUBLIC RIGHT-OF-WAY 1 ADA VAN ACCESSIBLE PER CBCo ❑ 6' HIGH CHAIN LINK � CATCH BASIN DR. BY: KRL 10 TOTAL CAR STALLS (�7) (EX) DOMESTIC WELL TO REMAIN y FENCING WITH 3 STRAND BARBED WIRE ABOVE PARKING LOT AND CK. BY: DE 18 (EX)TRUCK SCALE TO REMAIN a CONCRETE: (SIDEWALK) SECURITY LIGHTING WATER: PRIVATE WELL zz PARKING STALL COUNT (Ex)WELL TO REMAIN A5 OPTION#2 AFTER APPROPRIATE TESTING AND APPROVALS. 1F WELL REMAINS -�- EXISTING POWER PALES SHEET NO. SEWER: PRIVATE ON-SITE WASTEWATER TREATMENT 19 "OUT OF SERVICE" IT SHALL BE MAINTAINED AND CAPPED PER THE SJCO EHD WELL STANDARDS. J EXISTING V CONTOURS PROPOSED ELECTRICAL SYSTEM (OSWTS} 20 6T TRUCK TURNING RADIUS DESIGNATED OWTS — E — STORM DRAINAGE: PRIVATE ON-SITE RETENTION BASIN AREAS OVERHEADCm LOADL OI SPACES — EX a� EXISTING OVERHEAD i 21 (N) 30 X 104 NGlUNLOAD S TREES ELECTRICAL 22 (N)ADA RAMP TO EXISTING BUILDING PROPOSED DRAINAGE DIRECTION OF 1 SHEET