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METE
<br /> NG MANHOLE
<br /> LEGEND AND PUIMP STATION TO
<br /> '� ......... POWER OR TELEPHONE POLE W/GUY DISCHARGE TO PUBLIC
<br /> -� --------- AREA LIGHT OR POLE LIGHT DRAINAGE SYSTEM
<br /> 0—� --------- STREET LIGHT (ELECTROL I ER) 4904GRT
<br /> MANHOLE WITH TRASH
<br /> --------- TRAFFIC SIGNAL `r ` " CAPTURE UNIT
<br /> ® --------` TRANSFORMER POINT OF CONNECTION TO EXISTING BUBBLE UP DI
<br /> la1 --------- MANHOLE 18-INCH STORM DRAIN, SET NEW
<br /> CLEANOUT DRAIN INLET WITH FLAP GATE Dr WEST 11 TH STREET D! D
<br /> \ 4269 GRT i
<br /> CURB INLET 4769 GRT 46.19 TOP R20 4731 GRT
<br /> INLET WITH TRASH 46.19TOP Hz 44,9418'•(THRU) 4621 TOP H2O
<br /> ❑ --------- - PER 198 .R.84 45.2918'( 476 T(P'689PS-._ --. .,
<br /> ❑ DRAIN INLET CAPTURE UNIT a5.1918'r 45.0418•(E)
<br /> STATE OF CALIFORNIA �+ .64 TOP DEBRIS
<br /> �_ — STATE ALIFORNIA 45.048 PER 20520R.44
<br /> --------- FIRE HYDRANT — — — — — — —
<br /> ---�_ 3. --hm*wi j . :z.;: .`. �_.-..�..R�^etc.,..
<br /> OC --------- FIRE DEPARTMENT CONNECTION
<br /> - - - �� a p t
<br /> rs°CMP —
<br /> --------- WATER METER 45.60 INV — FUELING SLAB AREA DRAINAGE PLAN. SLOPE SLAB TO
<br /> WATER VALVE 46.52 TOP H20
<br /> ® _ PROPOSED CANOPY INLETS, CONNECT TO SAND/OIL SEPARATOR THEN
<br /> — I UNDER ROUND FUEL TKS
<br /> CONTAINMENT VAULT UNTIL PUMPED OUT.
<br /> rd ------ BACKFLOW PREVENTOR ) __ _ _ —
<br /> CANOPY TO DRAIN TO BIORETENTION BASIN
<br /> � --------- DOUBLE DETECTOR CHECK VALVE
<br /> --------- BLOW OFF VALVE
<br /> g,-Mp ;y
<br /> A
<br /> POST INDICATOR VALVE ANiOPY - rti DI
<br /> O DIMENSION POINT PERMEABLE PAVERS 12"D g 273 SF I : I 46.95 GRT
<br /> y 46.15 TOP H2O
<br /> p,.`tl �, - `� I .. _ .L A 0 4535 12"(S)
<br /> ---...... ROAD SIGN (TYP) �—,. i``'��T,, r.X k23,CANQPY w &;:upbs 45.1516"(E1
<br /> // --------- EDGE OF PAVEMENT j�" j 4519 TOP DEBRIS
<br /> -EXISTING COMMERCIAL
<br /> AC ........ ASPHALTIC CONCRETE
<br /> APN 250-7 Sa-10 l -
<br /> BEG ......... BEGINNING �:i 1_ 12 D c
<br /> v
<br /> BLDG ......... BUILDING
<br /> MAH
<br /> PROPERTY LINE- :< g:�. I I� r-r ,
<br /> 3 �
<br /> CMP CORRUGATED METAL PIPE _. r
<br /> z
<br /> UNDERGROUND }}
<br /> CONC --------- CONCRETE I MH
<br /> co
<br /> DI --------- DRAIN INLET STORMWATER i ! e _
<br /> i 49.6 RIM .:o,--rte-- 'r-•---�=<.—r—c---s—+--. ..
<br /> DETENTION CHAMBERS I 45.40TOl OF DE ALL EXISTING SITE IMPROVEMENTS
<br /> DMH DRAIN MANHOLE PROPOSED CANOPY !
<br /> DMH WITHIN THE NEW IMPROVEMENTS ARE
<br /> I TRUCK CANOPY W/ 4 DIsPENSERs f5,36 Top " = TO BE REMOVED INCLUDING BUILDING,
<br /> ELEC ELECTRIC -°Y 1 _ 6MH �� 2"W
<br /> FUELING SLAB AREA DRAINAGE PLAN. SLOPE SLAB TO 4 s3HIM
<br /> # '`� SIGNAGE, PAVEMENT, LIGHTING AND
<br /> 4543 DE191S
<br /> EP EDGE OF PAVEMENT , o FENCING. (TYP)
<br /> INLETS, CONNECT TO SAND/OIL SEPARATOR THEN P -'y '
<br /> ESMT EASEMENT M : 3400 sf ARCO - ,y T, I
<br /> FLOOR CONTAINMENT VAULT UNTIL PUMPED OUT. '.
<br /> PROPOSED BUILDING .• � !`
<br /> FF ....... FINISHED CANOPY TO DRAIN TO BIORETENTION BASIN _ d } OMH
<br /> ' + FINISHED FLOOR= 50.40 I
<br /> FL --------- FLOW LINE 49.63 RfM !
<br /> 9 J FD RIS N I 1
<br /> FNC FENCE ....: ; I - 24'x75'
<br /> �„ r4 P' CA WASH TUNNEL I
<br /> FND FOUND -- -� E_ ,� --1
<br /> PRO OSED BUILDING
<br /> GM -------- GAS METER I FINISH D FLOOR= 50.20
<br /> BUBBLE UP DI t ! —rte— Y
<br /> ;50.37GRT GRATE r a I
<br /> GV GAS VALVE OE RIM
<br /> 44.11 TOP CDEBR15 i 4RPOSED
<br /> �\ICV --------- IRRIGATION CONTROL VALVE u, DISCHARGE POINT FOR BUILDING RECLAIM TANKS PROPERTY LINE
<br /> INV INVERT SEWER TO ONSITE SEPTIC SYSTEM AND OIL/SAND SEPARATOR POINT OF CONNECTION TO
<br /> 5 EXISTING WELL, CONNECT
<br /> I. P. ......... IRON PIPE NEW WATERLINE TO SERVICE
<br /> JP JOINT POLO' i 12"D MH DISCHARGE POINT FOR THE CAR CAR WASH, C-STORE&
<br /> WASH RECLAIM SYSTEM. PLACE 3
<br /> L. E. LANDSCAPE EASEMENT `�i° , j 44` AOPO O IRRIGATION
<br /> DMH ' DRYWELLS;APPROX. 39-FEET DEEP,
<br /> OHE ......... OVERHEAD ELECTRIC 18 RIM
<br /> OHT&E --------- OVERHEAD ELECTRIC & TELEPHONE 5D.98TO OF
<br /> DIAMETER SIMILAR S CITY
<br /> _-_ 44.98 TOP OF H2
<br /> — — — _'— � i OF MODESTO ROCKWELL ASSEMBLY
<br /> PP ......... POWER POLE O ,
<br /> PT&T --------- PACIFIC TELEPHONE & TELEGRAPH I /
<br /> P. U. E. --------- PUBLIC UTILITY EASEMENT PROPERTY LINE EAPN 5 -150-190
<br /> APN 2�0�1Ja�1�0
<br /> RET --------- RETAINING -
<br /> APN 2�0-1�0-1 sa,�170, 1 as TUSa
<br /> R/W --------- RIGHT OF WAY r 1�1VARRA
<br /> SLB --------- STREET LIGHT BOX
<br /> SMH ......... SEWER MANHOLE
<br /> r /
<br /> TBC -------•- TOP BACK OF CURB O � �
<br /> TELE --------- TELEPHONE i-
<br /> TMH --------- TELEPHONE MANHOLE I PRO=ERTY LINE
<br /> TP ......... TELEPHONE POLE
<br /> TSB --------- TRAFFIC S1,GNAL BOX
<br /> UG --------- UNDERGROUND EXISTING COMMERCIAL
<br /> APN 250--150-15a
<br /> UT 1 L --------- UT I L I TY MORE PARK PROP RTIES LLQ
<br /> WD ......-- WOOD
<br /> BASIS OF BEARINGS
<br /> THE BASIS OF BARINGS IS THE EAST LINE OF PARCELS A AND B AS SAID .
<br /> PARCELS ARE SHOWN AND SO DESIGNATED ON THAT CERTAIN PARCEL MAP
<br /> FILED IN BOOK 9 OF PARCEL MAPS, PAGE 145, SAN JOAQUIN COUNTY
<br /> RECORDS, AND WAS ESTABLISHED BY FOUND MONUMENTS PLOTTED HEREON.
<br /> ER ADEE�S,VOL Mrss —
<br /> (.. L0 R A-DEEDS,VOLUM 8 PA�+&50P
<br /> BENCHMARK
<br /> COUNTY B. M. AA-39. 4 ELEV. = 52. 58 (NGVD 29) ".., C70'RtCTRANN $IONEAS T /j 4RE TI VIN j
<br /> _PER ADEEDS,VOLF5 PAGE 539
<br /> LVO WOTHGIVEN) '.
<br /> BRASS CAP CCYL @ 48' S 28' W OF INTERSECTION.
<br /> j PER O D R 27 EXISTING COMMERCIAL
<br /> AP1V 250-150-200
<br /> / N
<br /> JCdR NSMISSI N •-fu1 f T ���a
<br /> / P 2'O P..Yif/
<br /> DTH
<br /> r / SEP 1 LE CH
<br /> I -LDS
<br /> s
<br /> 9
<br /> 0.43
<br /> GRAPHIC SCALE �
<br /> / SP,41;1- ' PROPERTY LINE - 40 20 0 40 80
<br /> — -�'- 30'PRlVATE ROAD EASEMENT PRI VA TE ROAD 3.R12740R 48 EASEMENT T
<br /> PER 1274 O.R.46,1364 O.R.25 'cR 12740 R.48,13810.R 25 --
<br /> ..` 1274 O.R.
<br /> 136431 DOC NO 84036337 J7��
<br /> (N69�44,5"Ex4)(N89.4970'E,i:i 1 in = 40 ft lF OF
<br /> C N�\�OQ`
<br /> _ --
<br /> /- � I rco
<br /> 7500 W I I th ST , TRACY , CA
<br /> r
<br /> i
<br /> MORTON & PITALO, INC.
<br /> PRELIMINARYTILITY PLAN
<br /> CIVIL ENGINEERING •LAND PLANNING • LAND SURVEYING
<br /> Folsom * Fresno
<br /> 600 Coolidge Drive, Suite #140 SHEET 2 of 2
<br /> Folsom, CA 95630
<br /> phone: (916) 984-7621
<br /> web: www.mpengr.com I DECEMBER 6, 2021
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