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ARCO AM/PM-STOCKTON, CALIFORNIA CLIENT:
<br /> SANITARY SEWER STRUCTURE bp
<br /> UTILITY PLAN TABLE
<br /> SEE UTILITY POTHOLING NOTE GREASE INTERCEPTOR #1 (INLET),
<br /> (POTHOLING MUST OCCUR RIM = 13.61
<br /> IV�I'IVV Vu1 vu/
<br /> PRIOR TO INSTALLATION OF IE = 10.19 (6.00" N)
<br /> _�' EL DORADO STRp6 �� -cW�c��CtI ANY PROPOSED UTILITIES). GREASE INTERCEPTOR #1 (OUTLET),
<br /> - - EET �� - -- -- S�, 4aa RIM = 13.42
<br /> 41 5 10 20 _ - SS„ Z� SS, ZIE = 10.19 (6.00" S)
<br /> SEE UTILITY POTHOLING NOTE HINSS ( F ' SS 45 BEND #I,
<br /> 5 (POTHOLING MUST OCCUR _ is r ' Mb�
<br /> _ RIM = 13.53
<br /> PRIOR TO INSTALLATION OF � r- € IE = 10.42 (6.00" N)
<br /> 6i ( lii ''PE9;' �0 « 8 - - IE = 10.42 (6.00" SE)
<br /> ` ANY PROPOSED UTILITIES). � x
<br /> ° 8
<br /> - STATIC PRESSURE = 55 PSI
<br /> SS 45 BEND #2.
<br /> RIM = 14.22 8
<br /> IE 8.95 (6.00" NW)
<br /> v r /Vi IE = 8.95 (6.00" E)
<br /> a a a L=i13.B31, _ ° ° - -° - o D SS WYE #1,
<br /> 543. 0p� o o ° B O v ` ® v v ° . v EIM= 10 06 7(6.00" NW) ARCO
<br /> oo� . o D p 000 D 2' EASEMENT rO. v _ Cha'
<br /> STREET
<br /> p D IE = 10.06 (6.00" SE) 6PWWrCOA9IPRODIL"IgLLC
<br /> 000° ��' D E 10.06 (6.00" N)
<br /> a a a a a a a a ° 4 a T-:.� ,s 000 D p v
<br /> a a a a a a a a a a a 3 a a y L a SS WYE #2.
<br /> a a a a a a a a D a a RIM = 13.22
<br /> a a a a a a a a a a 3 a a a a a a a a a a a a a a a a a 4 a a -a a a a a a IE = 10.01 (6.00" NW) �► H
<br /> a a a a a a a a a a a a a a a IE = 10.01 (6.00" W)
<br /> L-62 832 R=40.000 IE = 10.01 (6.00" E)
<br /> a 7 a a a a i=90.0000 R
<br /> a F ,
<br /> a D a \ �;' '';s;s`a t�, a � SS WYE #3, �i/
<br /> D RIM = 12.96
<br /> IE = 9.01 (6.00" NW) a
<br /> a 0000 - a a a IE = 9.01 (6.00" N) U
<br /> a a 0°0000° r +'• a IE = 9.01 (6.00" S) Z
<br /> a'
<br /> - - -
<br /> ,I�„ SS WYE #4,
<br /> 3 1F . „.dx "tf .^ry N s - -- - - - - - -- n - , rf , a a RIM = 13.94 /HG ENG1N�
<br /> a I v SS ®' PUBLIIC UTILITY" : I - - - - - x =
<br /> O I w 00 �� ,":" �€ „°r E 7.25 (6.00" N)
<br /> a .I D p D .L! ,, M EASEMENT ,t i• sem" ` �r .�i r"�a' �` � � a
<br /> ® IE = 7.25 (6.00" NW)
<br /> I j I 3 �� i°,O E' ; a IE = 7.25 (6.00" SE) 18215 72ND AVENUE SOUTH
<br /> p cn I F a KENT, WA 98032
<br /> , , Y€ �� � ,� ,;,, a
<br /> a D D ° rx y N SII I ':" a SS WYE #5, (425)251-6222
<br /> r • = 1-
<br /> RIM 1391 (425)25 8782 FAX
<br /> p .D I { E y, 6 ' • r4 4/ ' il(r ` i r. , If�'m�a a❑ , 9 ( I :'. y ri a a IE = 6.86 (6.00" NW)
<br /> IE = 6.86 6.00" W CML ENGINEERING. LAND PLANNING,
<br /> I° D D. d ash
<br /> R�ly
<br /> SURVEYING, ENVIRONMENTAL SERVICES
<br /> )
<br /> II SSCB#1, 24"x24" STANDARD CB
<br /> a,
<br /> 9845BB"D!2 � �« o.
<br /> a ^ J D I I a a RIM = 13.85 NO. DATE REVISEON DESCRIPTION
<br /> a ° ,: a IE = 10.18 (6.00" SE)
<br /> D v . t b °1° --.s"''` ,H a P• y " 03/24/17 PERMIT SUBMITTAL
<br /> p D. ry'?. E 3, € 7 u n h I a � .` I I.. ✓ w.' a �' RIMSscR 1. 2
<br /> a I o o ` ®OA RIM = 14.20
<br /> a W NAR ( v o o p y�i 5 I D. _ v D y D a a IE = 10.70 (6.00" S) 3
<br /> ago 6F I o ° o_ � EXISTING 6� � // Np ° SSCO #2,
<br /> FF- 1425 I D 2. o ACCESS I D . v D_ a ? RIM = 13.21 Q
<br /> a " , EASEMENT ° a
<br /> a 4 LF 6 I Ft,EL CMIOPt' a Q E = 10.09 (6.00" E)
<br /> 0
<br /> ° SS 0 1.91% TO BE I I I D a _ Q
<br /> a c1F1FJ48E L� p ° D ABANDONED, I w/6IuPD'6 I I ° 1 ap� /auu1 D . a (; SSCO #3,
<br /> ❑ N
<br /> ao a 4 3 � ® z.d>po% 3 :8800 f4 ', a� � �„ e. I I �,W 9F I I I \ o v � � � a RIM = 14.21
<br /> oImm3 LF DIESEL, I D v a IE = 10.43 (6.00" S)
<br /> CD ° ° K 3 a I I /tel I I v a a SSCO #4,
<br /> a °
<br /> w a °? : • 'I'I� M ( D � / v D a a ,„ I RIM = 13.36 I�o
<br /> o O O *x,��o - ❑'� ---- .. a v I D a ,i<;;.,.: IE = 10.13 (6.00" N)
<br /> I r
<br /> o
<br /> I ' $"� v SEE UTILITY POTHOLING NOTE IE = 10-13 (6.00" S)
<br /> �. ,
<br /> D 4 L I - I UNL 'PREIV I D (POTHOLING MUST OCCUR PRIOR SSCO s
<br /> z I v a f 5S 2 9; p D a TO INSTALLATION OF ANY #5, SEAL:
<br /> L j ��8a/ I PROPOSED UTILITIES). RIM = 13.00
<br /> D IE = 9.05 (6.00" S) O QROFESS/OHq
<br /> 2 88100#2 3 E i D ° o WATER MAIN IS LOCATED ON THE Z
<br /> l � � UNLEADED I � SOUTH SIDE OF SWAIN ROAD
<br /> 18 LF fi" E o
<br /> a 3 n v 88 45 "fl SS @ 2.00% k j- - - - - I I I \ -D/CP D 6 a �`r ` SSCO RIM #3.96 V�=� HAL P. RU88 yc�
<br /> ° SEE UTILITY POTHOLING NOTE °
<br /> II,L I p v I IE = 7.29 (6.00" SE) J A
<br /> a 14 LF 6" � j ` S _ (POTHOLING MUST OCCUR PRIOR TO INSTALLATION OF ANY PROPOSED ^�°;r• D \J ° a a D' ���, ., �
<br /> ss ® 2.00% 1 i 1 '\ UTILITIES). CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING D D a *K€ TIE INTO EXISTING, POTHOLE TO VERIFY DEPTH
<br /> 77
<br /> n
<br /> ° �r ENGINEERS, INC. IMMEDIATELY IF LAMPHOLE IF LOCATED.
<br /> hw + , ` v o� I v _ a RIM = 12.96
<br /> a 00000000 Qafi� 2 6 �° a IE = 5.96 (6.00" W) V Q
<br /> 00000000 > " u, ` _ s
<br /> a a ' k//In . III -
<br /> a a a 00000020 f ,:" i j , k x Sia q � v a 9 C V 1 �\
<br /> a a o o° ° a �,.« a 5 I
<br /> a s a a s a D o0o a a ar a , - T�' , v. D 1 /: O� CA'`1F
<br /> r
<br /> a a a oo a �;R $' d� a a a a a a � ° p a a
<br /> a a a a a a a a a a a
<br /> � �, .�# � v a 00000° y
<br /> a a a P �`� r a I a a a a a a a a a a „ - ,w� a ;;I
<br /> T a
<br /> NIr37'00"W 710.08' a a ® SEWER STRUCTURE NOTES:
<br /> y - � v I
<br /> a a a u a . 1. INSTALL SANITARY SEWER CATCH BASIN WITH SAFE DRAIN INSERT PER DETAIL
<br /> a a a a a a BINCLAE v 0 5 `' a
<br /> 1/C5-3.
<br /> X
<br /> T �'��/ �1 2. INSTALL 750 GALLON GREASE INTERCEPTOR PER CITY OF STOCKTON STANDARD
<br /> a a a a a a a a a v p. ) GENERAL UTILITY IL.1 I I NOTE�7� r",.;1 DETAIL S-19. DEVELOPMENT INFORMATION: c�
<br /> Z
<br /> ARCO NTI Y
<br /> a a a
<br /> a a a a a a a a a a a a a ^ 1 INCLUDING STRUCTURE, LID, ETC TO TRAFFIC SHALL BE TRAFFIC RATED 3 DETAILS-18.
<br /> ITARY SEWER CLEANOUT PER CITY OF S OCK ON STANDARD
<br /> V'f I
<br /> ALL UTILITY STRUCTURES EXPOSED
<br /> I E
<br /> INSTALL 6 SAN
<br /> T T
<br /> 3000 am/pm
<br /> >' J.Lf3 2. ALL TRENCHING SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE 4. VERIFY SANITARY SEWER POINT OF CONNECTION LOCATION, SIZING, AND ROUTING
<br /> FUEL CANOPY w/ 6 MPD's00
<br /> PURVEYOR. PER PLUMBING PLANS. 00
<br /> v M
<br /> 5 PARKING EASEMENT v o
<br /> 3. ALL STRUCTURE RIMS SET WITHIN ACCESSIBLE PATHS SHALL BE ADA COMPLIANT $ o
<br /> AND HAVE SLIP RESISTANT LIDS--- - -- - a N
<br /> ® WATER CONSTRUCTION NOTES' SITE ADDRESS:
<br /> 1. INSTALL 1 1/2" WATER METER AND BACKFLOW PREVENTION DEVICE PER N. ELMDO o
<br /> CALIFORNIA WATER SERVICE CO. STANDARD DETAILS CW-1020 AND CW1002 R4.
<br /> STOCKTON,CAI.FOFiiA
<br /> I ,r 2. INSTALL 156 LF 1 1/2" DOMESTIC WATER SERVICE FROM CONNECTION POINT o
<br /> 00°000 ! TO PROPOSED BUILDING. FACILITY # TBD N
<br /> ® DRY UTILITIES CONSTRUCTION NOTES 3. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO BUILDING. CONFIRM DESIGNED BY: ALLIANCE ZtDY
<br /> EXACT LOCATION WITH PLUMBING PLAN SJK v
<br /> ° p OEOED BY: JAH BP REPM: F_
<br /> 1. APPROXIMATE LOCATION OF UNDERGROUND POWER SERVICE LINE. COORDINATE
<br /> 4. INSTALL 1" BACK FLOW PREVENTION DEVICE PER CALIFORNIA WATER SERVICE \
<br /> UTILITY u SERVICE LOCATION, CONDUIT SIZE AND CONTRACTOR SCOPE OF WORK WITH MEP DRAWN BY: SJK ALLIANCE PM: o
<br /> U 1 ILI 1 1 POTHOLING NOTE: PLANS/PURVEYOR PRIOR TO CONSTRUCTION. CO. STANDARD DETAIL CW1002 R4. VERSION: _ PROJECT ND: 0
<br /> 2. APPROXIMATE LOCATION OF UNDERGROUND COMMUNICATION LINE. COORDINATE 5. CONNECT TO EXISTING 8" WATER MAIN PER CALIFORNIA WATER SERVICE CO. - 17866
<br /> THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED OT VERIFY VERTICAL SERVICE LINE LOCATION, CONDUIT SIZE AND CONTRACTOR SCOPE OF WITH MEP STANDARD DETAIL CW-1020. DRAWING TITLE:
<br /> AND HORIZONTAL LOCATION H EXISTING UTILITY AND/OR POTENTIAL CONFLICTS PLANS/PURVEYOR PRIOR TO CONSTRUCTION. UTILITY PLAN
<br /> WITH EXISTING UTILITIES. POTHOLING SHALL BE PERFORMED PRIOR TO UTILITY CROSSING TABLE:
<br /> 6. INSTALL FIRE HYDRANT PER CITY OF STOCKTON STANDARD DETAIL W-13 co
<br /> au
<br /> INSTALLING ANY PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN 3. APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING. SEE ELECTRICAL
<br /> CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. CRO'SSING# IE - UPPER UTILITY T P - LOWER UTILITY SEPARATION
<br /> / PLANS FOR FINAL LOCATION. 7. INSTALL �" TYPE 'K' COPPER STUB TO AIR/WATER UNIT, SEE DETAIL 7/C6.1.
<br /> 1D 10.40 - 6" SS 9.40 - 1�" W 1.0'1
<br /> 4. APPROXIMATE LOCATION OF COMMUNICATIONS CONNECTION TO BUILDING. SEE
<br /> UTILITY CROSSING NOTE: Q 10.13 - 6" SS 9.13 - 1�" W 1.Ot ELECTRICAL PLANS FOR FINAL LOCATION. SHEET NO:
<br /> CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATION OF 6" VERTICAL SEPARATION CO 10.77 - 6" SD 9.77 - 1}" W 1.0'1 5. RELOCATE POWER POLE. LOCATION OF POLE MOUNTED TRANSFORMER PER PE&E 00
<br /> BETWEEN UTILITIES UNLESS OTHERWISE REQUIRED BY JURISDICTIONS HAVING ® 7.81 - 8" SD 7.30 - 6" SS 0.51 REQUIREMENTS. COORDINATE ALL WORK WITH PG&E. Know what's below. °°
<br /> AUTHORITY. CONTRACTOR TO VERIFY SEPARATION REQUIREMENTS PRIOR TO
<br /> CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O'S 10.35 - 8" SD 9.84 - 6" SS 0.5'1 6. RELOCATE POWER POLE PER PG&E REQUIREMENTS. COORDINATE ALL WORK WITH 0 Call before you dig. o
<br /> PG&E. Dial 811
<br /> C410
<br /> i�
<br />
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