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SITE PLAN OF BENCHMARK: C.O.S. 179 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> 30.66� '� 30.39- � PP
<br /> BRASS DISK MARKING CITY OF STOCKTON MONUMENT STAMPED EX. FIRE TANK �
<br /> TANK PROPERTIES X -J11� TO BE REMOVED c3>92 ----v-z \
<br /> PROPOSED FIRE TANK 5S-16 IN MONUMENT WELL ON THE WEST SIDE OF 99 3 I Hg SP FN1 ° \ \\ CL I
<br /> FRONTAGE ROAD ON THE EXTENSION OF CARPENTER ROAD TANK DIAMETER 26-3/4 (8021 mm) _ 3133� ' \ \
<br /> FOR CENTERLINE. ---------SHELL HEIGHT 10'-7" (3226mm) _60' 3>.33 PROPOSED FIRE TANK �10.0 20.03 1 CONC i FL 1 53 ° i ' AREA , \ �4
<br /> ELEVATION = 28.33' (NAND 88) FLUID HEIGHT 10'-1" (3073mm) I i' REMOVE o I ° F ' OS
<br /> ,� 1 i 1 ° i�31.63 \
<br /> OWNER INFORMATION: FREEBOARD HEIGHT 6 (150mm) EX.
<br /> DELTA CHARTER BUS `. CANOPY FN2 ° �2�5�\ �o
<br /> DELTA CHARTER BUS OVERFLOW HEIGHT 10'-1" (3073mm) I P.O. BOX 5547 o 62 0 30.88� ' - ------ � 'OS
<br /> It 'i I ..
<br /> STOCKTON, \
<br /> VOLUME
<br /> 4250 E. MARIPOSA ROAD (2 9) 932 5205 8363 OVERFLOW TANK VOLUME 41,022 gal (155.3m )
<br /> TANK VOLUME AT TOP OF SHELL 57,756 gal (163.Om ) °
<br /> SITE INFORMATION: s 3179 w p PROPOSED FIRE x
<br /> STOCKTON CA 95215 41,D22 al 155.3m ± TANK FOOTING WT 31.18,
<br /> ASSESSOR PARCEL NUMBER 179-560-20 TANK VOLUME 9 ( ) I 60' o
<br /> TOTAL PROPERTY AREA 3.66 AC GRAVITY LOADS I o �3202 3�^95 ° 31.12�°DCB
<br /> J HB
<br /> c� cREE = N PARKING INFORMATION: ROOF LIVE LOAD (UNIFORM) 5 PSF �� ° +60 I / \31g0 `x>>, �Z10
<br /> pv c� , >.17�, , ,�
<br /> Q STANDARD SPACES: 9 ROOF LIVE LOAD CONCENTRATED 300 LBS I 31.6v�
<br /> ADA SPACES: 1
<br /> BUS SPACES: 40 GROUND SNOW LOAD 5 PSF I ° \\�Q,9 \� o
<br /> SEISMIC CRITERIA _?/": �' ' , ' `\�w ' ,a -•` �'O�`' .y
<br /> SEPTIC SYSTEM NOTE: I L EX. OVERHANG
<br /> M EXISTING SEPTIC SYSTEM PER RECORD. TO BE FIELD VERIFIED. ANALYSIS PROCEDURE ASCE 7 CH.15 & AWWA D103
<br /> p MECHANICALLY ANCHORED FLAT I ��� ,� o\ '��� i�X `"�9,� �'11
<br /> �'0 \ PROPOSED FDC
<br /> y P`IE sq Ro SITE TANK PROPERTIES TABLE NOTE: SEISMIC FORCE RESISTING SYSTEM BOTTOM GROUND SUPPORTED TANK o o B3 %,�"� SSCO \ \\ �� 61 `\�C'�L�`\ �s /
<br /> pNFOFtO THE TABLE WAS TAKEN FROM THE PIONEER WATER STORAGE I +1 +1 �, `\ Xw X
<br /> Z E M TANK FPD 23-03" PLANS PREPARED BY BUEHLER, DATED RISK CATEGORY II °
<br /> MARCH 17, 2026. '-
<br /> IMPORTANCE FACTOR 1.0 ° i �� 31. 23 `�\ X^� GMLo
<br /> do SPECTRAL ACCELERATION, Ss
<br /> 0.80
<br /> SPECTRAL ACCELERATION, S, 0•26
<br /> 30.61 ;
<br /> ENDER Rp• DESIGN SPECTRUM, SQS 0.75 31. ZB
<br /> r
<br /> CP P DESIGN SPECTRUM, Spy 0.47 °
<br /> R I
<br /> SEISMIC DESIGN CATEGORY D SDCB o��L��k �- - - 3123 ci SDCB /
<br /> I °
<br /> DESIGN BASE SHEAR (ASD 0.7E) AWWA D103, V = 33,000 LBS ±60� ° ° i EX. FDC TO BE REMOVED FN2
<br /> A_ -I'jr31.69
<br /> VICINITY MAP HORIZONTAL DESIGN ACCELERATION
<br /> IMPULSIVE Ai 0.176 SDCB EX. VERTICAL CURB)
<br /> NOT TO SCALE SCALE 1" = 40' L - - - - - - - - - - -
<br /> EX. BOLLARD SCALE 1" = 20'
<br /> CONVECTIVE, Ac 0.105 - - - - - - - - -
<br /> 0 40' 80' RESPONSE MODIFICATION FACTORS DETAIL $$A"
<br /> BUILDING STRUCTURES IMPULSIVE COMPONENT, Ri 3 SCALE: 1" = 20' 0 20' 40'
<br /> STRUCTURE EXISTING USE GFA (S.F.) HIGHEST OVERALL EMPLOYEES MINIMUM PROPOSED HANDICAP CONVECTIVE COMPONENT, Rc 1.5
<br /> NUMBER FLOOR HEIGHT (EST.) PARKING PARKING PARKING WIND CRITERIA
<br /> B1 OFFICES 2,245 1 14'-0" 4 10 10 2 DESIGN WIND SPEED (3 SEC GUST) 93 MPH
<br /> BUILDING
<br /> STORAGE EXPOSURE C
<br /> B2 BUILDING 2,427 1 40'-0" 2 10 10 2 DESIGN BASE SHEAR (0.6W) AWWA D103, V= 5,885 LBS
<br /> B3 STORAGE 4,200 1 24'-9" 4 10 10 2 FLOOD CRITERIA
<br /> BUILDING
<br /> ZONE X
<br /> SOILS
<br /> ALLOWABLE BEARING PRESSURE, qa 1500 psf
<br /> szz�8 EX. WHEELSTOP (TYP.) �ZyO0 30.5O -EX. WELL SEE DETAIL A
<br /> EX. COVER FOR FUEL TANK
<br /> x EX. BASIN 22V.9 EX. BASIN _ _ \ \ \
<br /> C2,2" --L -29.q5 ,2°9.53� . FN1 � �°ru ss 3U.fr.v- SP � X X � \� - - � 3281
<br /> ---- -- ------- -_' -- - -- ------x - � x x LEGEND
<br /> L 27�3 28. 26 S72°09'22"W 856.38' �E- --- - - - -- --- - - --- - _
<br /> ,2.9.18� � - - - - - - - c2739 `- - - - 321� ---- / !,
<br /> 29.qq
<br /> '�ZB. 28r , `90 28.08� \ FN2 EP FN1 f • 1 i• • - •'� \\ \ `\ i0
<br /> LITE S �: •� ' • \
<br /> 3O , _ \ \ �\ 0 EXISTING CONCRETE
<br /> C21.3v� SD PIPE \
<br /> 5' 3201 31 31.59 3>. ZB 'y 3213 3210 - ° _ s'•�_-' '% \ 25� \ �'90 EXISTING TREES
<br /> o
<br /> co
<br /> _ ,28.q6 `--_ - --- -Z \ \ °
<br /> C_ 2�9 q��� y6 EX. STORMWATER 1 N _ SDCB
<br /> 3293
<br /> INFILTRATION BASIN /�30.>O I su�w� - 3180 1 W r•. ° y�� �y \ \ \\ `\\
<br /> _ J
<br /> o ,\ '�2985 Cff�ff Cx�xx ��- X EX. ASPHALT X EXISTING FENCE
<br /> 28. 29 X - - - - PAVEMENT 31.Oq �� ` • J v� `\ �' q i PP \ \ `E \�19 qq 2`952 - EP "�� I B3 \ \ `s h \ �� �C i EXISTING SDCB
<br /> ZO.03�TCH �' 30.1q� EX. LANDSCAPE ±100.1' >.�5 31.,20
<br /> FN1 3156 I j ^�� 3>.6q ' EX. RAMP,
<br /> EXISTING LIGHT
<br /> r 30.15 z�
<br /> 31.B6 3,2.39 6' \ 32• O 31.19
<br /> 23.Oq�'� ',c29`12 ±92.8' .�c 31.6q. i ' / ® �,y '/ ti6 \``\\\ 3��\ FS PROPOSED FIRE SERVICE LINE
<br /> N8� 2„ --- - _ -3,2.65 SRO \I - - / \,'��' 9.
<br /> E �41.g4. � --�___ LITE �_ o - - - _ � '-'_'- - - \•-/� ;%' EX. SEPTIC . \\ W PROPOSED WATER LINE TO
<br /> 3218 . PROPOSED FIRE TANK
<br /> ``\ - _ _ ---- _�- O �� � LOCATION & 100% `L��S,\\`\ \\
<br /> \ N78°58'22 E ---�, '---____ - O O o 0 0 8 ?
<br /> LITE _ O O REPLACEMENT AREA PP ABBREVIATION
<br /> L g3 95, - N72°48'22"E 100.00 37 2'2 HB o �1 2 ,�.
<br /> 2912 ,2T61F --- ---- X------ �3_ LITE Eg EP WW 1 SIP /,�� 9•�\ ,\ \\ :
<br /> L 296� N82 42°�2»E 29.q2_ -- --- ------------ ---- X. -- I=- 31.BO 83 EX. WALKWAY,
<br /> --_ _=- `-�� GW -
<br /> 2991 42 z6•y FN1 ? __ 7 - �- - -_, SDCB CURB, & GUTTER CL CENTERLINE
<br /> S 38' - - EX. BRANCH CREEK - Lam- L
<br /> 8>S ------ 30 q3 ------------ o i -�_��;o-=_' ----- - X DW DRIVEWAY
<br /> --- ----------- - - - --
<br /> Y
<br /> �` EP EDGE OF PAVEMENT
<br /> 29 y1 8'E -- N75'18'22"E 160.15'----- ------ -- - - --- -
<br /> __ N75°06 22 E 200.16 1 q1
<br /> _ __�5. q EX. EXISTING
<br /> �`9�Z o 2,96q� 2958__�__--- _ -�"_L_ __ __ __ _ FDC FIRE DEPARTMENT CONNECTION
<br /> -_- __-- ___-_--_- N73°40 22 E 200.02 - -
<br /> J
<br /> . n O N75°17'22"E 135.80'--- FN1 CHAINLINK FENCE
<br /> o Z06'8�30.00 ------ -------0--�-- ---- ---Q___ ----------__ FN2 CHAINLINK FENCE WITH SLATS
<br /> L30.03 EX. 10'-WIDE DRAINAGE EASEMENT O 1q L B5 `30.06 2,9,9,9� ---�
<br /> 29 q� FL FOG LINE
<br /> PER BOOK 4359, PAGE 651 �30.50 �30�9 3086 L-?aIw FR FIRE RISER
<br /> �30.06 I I GM GAS METER
<br /> �30. 27 I I I I 3>.03� r31.1B 3O 98s X X GR GUARD RAIL
<br /> -?aJ 2� ,29"- 30.�13 1----------�30.BO �30.31 I I �30�5 �30. ZOJ 30.85 30.63 309� X � GW GUY WIRE
<br /> 299q 1 i I I HB HOSE BIB
<br /> 1 I I PP POWER POLE
<br /> �� ��J CANOPY 30.3q-EX. -EX. BUILDING I I I - SHOP SD STORM DRAIN
<br /> 30.13 i SDCB STORM DRAIN CATCH BASIN
<br /> EX. SEPTIC TANK i i I I �30.85
<br /> •�EX. WELL & LEACH LINE� `----------1 I I �3a95 SP SERVICE POLE
<br /> � �310�' SSCO SANITARY SEWER CLEANOUT
<br /> sU26J 30. 27 = - - - - �, �30.OB I I I I SSMH SANITARY SEWER MAINTENANCE HOLE
<br /> _ . 31.00- TYP. TYPICAL
<br /> WP WELL PUMP
<br /> WT WATER TANK
<br /> WW WALKWAY
<br /> %AM� Q�o?Fssfopv REVISIONS
<br /> UNAUTHORIZED CHANGES AND USES: �r C. ,� �o PAY �F NO. DESCRIPTION DATE BY JOB NO.: 4253 STOCKTON SHEET
<br /> wo � �- �� oti � WON G ENGINEERS, INC. 4250 E. MARIPOSA ROAD
<br /> THE ENGINEER PREPARING THIS SITE PLAN WILL NOT BE a' ^� 0 DATE: APR. 2026 CALIFORNIA
<br /> RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO w �o.4a»7 m PLANNING ENGINEERING SURVEYING
<br /> OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN MUST BE � G_3a-24o 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN 1
<br /> * �P. �Z3�-u° * �IN WRITING AND MUST BE APPROVED BY THE PREPARER STOCKTON OF THIS +� mot• s �� ' CALIFORNIA (209) 476-0011 7600 DRAWN: NS SS
<br /> SITE PLAN. '� ��T o�� ,, / L.S. SITE PLAN OF ONE
<br /> ��� �aF � C• w DATE 04 08 26 R.C.E. 48717 DESIGN: WEI FILE 4253
<br /> CHECKED: ZCW
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