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ARCO AM/PM-STOCKTON, CALIFORNIACLIENT:
<br /> SANITARY SEWER STRUCTURE bp
<br /> TABLE
<br /> GREASE INTERCEPTOR #1 (INLET),
<br /> UTILITY PLAN
<br /> SEE UTILITY POTHOLING NOTE RIM = 13.61
<br /> (POTHOLING MUST OCCUR IE = 10.19 (6.00" N)
<br /> IrvvlvV VJ1 ,.,�,� PRIOR TO INSTALLATION OF
<br /> ANY PROPOSED UTILITIES). GREASE INTERCEPTOR #1 (OUTLET),
<br /> EL DORADO p6 ,l =N/(vRIM = 13.42
<br /> 19a10' STREET O SS„ z IE = 10.19 (s.00' $)
<br /> ---
<br /> -- ----
<br /> 44, 5 10 20 --- - HWSS
<br /> SS 45 BEND #1,
<br /> SEE UTILITY POTHOLING NOTE ------
<br /> I , �i NM RIM = 13.53
<br /> 5 (POTHOLING MUST OCCUR --- -- --
<br /> PRIOR TO INSTALLATION OF E = 10.42 (6.00" N)
<br /> M., 8 IE = 10.42 (6.00" SE)
<br /> �` ANY PROPOSED UTILITIES).
<br /> ° - 8 STATIC PRESSURE = 55 PSI = SS 45 BEND #2,
<br /> D. D ,I _- _ ) RIM = 14.22
<br /> '` '- M, 8 i � ' _ - -- E = 8.95 (6.00" NW)
<br /> = 8.95 6.00" E)
<br /> / SS WYE #1,
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<br /> D 6 m
<br /> RIM 1
<br /> El
<br /> -
<br /> RCOR 00 v E 10.06 (6.00" NW) A
<br /> oo 2' EASEMENT �® IE 10.06 (6.00" N)
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<br /> FOR PUBLIC11C E10.06 (6.00SE)
<br /> p°° STREET
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<br /> a a �k D p 1 SS WYE #2.
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<br /> _ RIM = 13.22
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<br /> E = 10.01 (6.00" NW) r,�`1
<br /> a a a a a a a a a \ ,, N��, a � a - a -a a- -�- � -3 a a
<br /> a a a a a a D D
<br /> a a a a a a a q a a a a a a a E = 10.01 (6.00" W)
<br /> a a a a a a R=40.000 IE = 10.01 (6.00" E)
<br /> a a a ° a a L=62.832,
<br /> a 6 a a e=so.0000 m .�
<br /> a „ a SS WYE #3,
<br /> a 7 E
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<br /> RIM = 12.96
<br /> IE = 9.01 (6.00" NW) C1
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<br /> IE = 9.01 (6.00" N) O U
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<br /> IE = 9.01 (6.00" S)
<br /> a a 000°00 S a a a SG Qy
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<br /> n <..,s"„ a" a ;a 4 xk'. a a RIM W E13.94 T7&O ENG1N�(G
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<br /> D 3 LF " : ef° i Fu ' I .- - -- _ �. ` �� r "za a'3t• ; rri�, E`'s i �.<° a IE 7.25 (6.00" N)
<br /> SS Q ' 0 PUBLIC UTILITY 4 m - -• ����5 ��s, ���T� ' � a
<br /> 1 ;x T IE = 7.25 (6.00" NW) 18215 72ND AVENUE SOUTH
<br /> EASEMENT ® rr£ da a � ? ,'
<br /> IE = 7.25 (6.00" SE)
<br /> a I> 4 D "' F 3 8BG0�8 N ,, , KENT, WA 98032
<br /> `" r
<br /> � � F,, � `n �n a SS WYE #5, (425)251-6222
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<br /> ° p ?up #%r^ "'anI z "x°r"'�"d"�a a a '3 0 F
<br /> a I D 2 D ? d �; 1I I I a RIM = 13.91 (425)251-8782 FAX
<br /> 3N'r,° ,, izl,, i ��O�• a a IE = 6.86 (6.00" NW) CML ENGINEERING, LAND PLANNING,
<br /> ,
<br /> do 0 ❑a 0 e a IE = 6.86 (6.00" W)
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<br /> p D d ~ - �,T� ,g . ''.,;,,- J y ` '-'" a a - SURVEYING, ENVIRONMENTAL SERVICES
<br /> P D. D.
<br /> SSCB#1, 24"x24" STANDARD CB
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<br /> p v r }} �® 88 46 SID 42 I ""` i ,� a a RIM = 13.85 N0. DATE REVISION DESCRIPTION
<br /> S 000a a I 1 • IyFzE" ax� n'I I'114Ea z- v '% � .;«�,., �x{
<br /> Q IF 10.18 (6.00" SE)
<br /> z
<br /> 03/24/17 PERMIT SUBMITTAL
<br /> a °_
<br /> N y`i0 D p D D a a a SSCO #1,
<br /> D Q RIM = 14.20
<br /> 0 IE = 10.70 (6.00" S)
<br /> 5 5
<br /> a ARO AWPM \7 N Qa
<br /> I 6� �p a ° ' SSCO #2,
<br /> 36180 8F I o c ° d � _ ^ EXISTING p a D a Z RIM = 13.21 0
<br /> FF- 14.25 I D 2. 0" � ' � ACCESS I Ftp.CANOPY v a a a ;` Q IE = 10.09 (6.00" E) 0
<br /> a EASEMENT ---
<br /> a ° 4 LF 6" TO BE I 7 W�81Y�I78 III ° D 1 ap� /nuo D . a a (�f) SSCO #3,
<br /> n p S5 1.911% ✓fix: I 1 1 RIM = 14.21
<br /> aOFFQ 8800 T4 s 8F I I \ ° I v_l�°� a IE = 10.43 (6.00" S)
<br /> a 12 LF 6" "
<br /> DIESE@
<br /> 4 3 to ® 2.6p% 3 LF 6" I / 1 I p a SSCO #4,
<br /> o ° ° I li�s � a RIM = 13.36
<br /> a ° er I � D v D ° D a a IE = 10.13 (6.00" N) n
<br /> W a ��- O O , I ❑v SEE UTILITY POTHOLING NOTE IE = 10.13 (6.00" S)
<br /> o a f 9 J UNL PRFhA p (POTHOLING MUST OCCUR PRIOR z
<br /> TO INSTALLATION OF ANY #
<br /> SSCO 5, SE AL:
<br /> 2. RIM = 13.00
<br /> o w PROPOSED UTILITIES). pfESSIp
<br /> z 2y D. WATER MAIN IS LOCATED ON THE E = 9.05 (6.00" S) QR NqZ
<br /> a
<br /> ail 88COi1 I i, r 3 I I�o`1 I SSCO #
<br /> SOUTH SIDE OF SWAIN ROAD
<br /> a I D UNLEADED 6 RIM = 13.96 HAL P. RUBE
<br /> a „ 3 "II se °la SEE UTILITY POTHOLING NOTE a j IE = 7.29 (6.00" SE) _, Y
<br /> a 3 °„ p
<br /> � �� ; , �E _ • (POTHOLING MUST OCCUR PRIOR TO INSTALLATION OF ANY PROPOSED = . D �
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<br /> ,�6 ° D \ D TIE INTO EXISTING, POTHOLE TO VERIFY DEPTH14 LF 6" UTILITIES). CON
<br /> SS ® 2.00% 5 TRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING RIM = 12.96
<br /> ENGINEERS, INC, IMMEDIATELY IF LAMPHOLE IF LOCATED. 2IE 5.96 (6.00" W)
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<br /> ® SEWER STRUCTURE NOTES I
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<br /> ua 1. INSTALL
<br /> SANITARY SEWER CATCH BASIN WITH SAFE DRAIN INSERT PER DETAILT� � 1/C5.3.J
<br /> OSLFE ° D
<br /> 2. INSTALL 750 GALLON GREASE INTERCEPTOR PER CITY OF STOCKTON STANDARD X
<br /> a a a a a p k DETAIL S-19. DEVELOPMENT INFORMATION: a
<br /> a s a a s a a a a pa LIT
<br /> �� � o GENERAL UTIY NOTES: Y
<br /> D DSANITARY SEWER CLEANOUT PER CITY OF STOCKTON STANDARD _ ARCO_N_ TI U)
<br /> 5 '
<br /> a a a 3. INSTALL 6"
<br /> a a a s q Fv 1. ALL UTILITY STRUCTURES EXPOSED TO TRAFFIC SHALL BE TRAFFIC RATED
<br /> E
<br /> 1 "I I DETAIL S-18.INCLUDING STRUCTURE, LID, ETC.
<br /> 3000 am/pm
<br /> M 4. VERIFY SANITARY SEWER POINT OF CONNECTION LOCATION, SIZING, AND ROUTING FUEL CANOPY w/ 6 MP®'s
<br /> N17'37'00"W 710.08' 2. ALL TRENCHING SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE PER PLUMBING PLANS. 00
<br /> ° PURVEYOR. v o
<br /> q PARKING EASEMENT 3. ALL STRUCTURE RIMS SET WITHIN ACCESSIBLE PATHS SHALL BE ADA COMPLIANT
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<br /> AND HAVE SLIP RESISTANT LIDS. y SITE ADDRESS:
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<br /> 3 ® WATER CONSTRUCTION NOTES:__- ---_ N. EL DORADO STILET o
<br /> 1. INSTALL 1 1/2" WATER METER AND BACKFLOW PREVENTION DEVICE PER �WSWAN� o
<br /> D CALIFORNIA WATER SERVICE CO. STANDARD DETAILS CW-1020 AND CW1002 R4. BTOCKTOWAINFOtirA
<br /> 1 I I I2. INSTALL 156 LF 1 1/2" DOMESTIC WATER SERVICE FROM CONNECTION POINT
<br /> SSS2��6 00001 TO PROPOSED BUILDING. FACILITY # TBD
<br /> 000
<br /> O# TIL . ; 3. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO BUILDING. CONFIRM DESIGNED BY: SJK ALLIANCE zanM
<br /> DRY UIl1ES CONSTRUCTION NOTES p° p EXACT LOCATION WITH PLUMBING PLAN CHECKED BY. JAH REPO:
<br /> 1. APPROXIMATE LOCATION OF UNDERGROUND POWER SERVICE LINE. COORDINATE DRAWN BY: ALLIANCE PM
<br /> SERVICE LOCATION, CONDUIT SIZE AND CONTRACTOR SCOPE OF WORK WITH MEP 4. INSTALL 1" BACK FLOW PREVENTION DEVICE PER CALIFORNIA WATER SERVICE SJK o
<br /> PLANS/PURVEYOR PRIOR TO CONSTRUCTION. CO. STANDARD DETAIL CW1002 R4. VERSON; _ PROACT NO:
<br /> UTILITY POTHOLING NOTE 5. CONNECT TO EXISTING 8" WATER MAIN PER CALIFORNIA WATER SERVICE CO. 17866 s
<br /> 2. APPROXIMATE LOCATION OF UNDERGROUND COMMUNICATION LINE. COORDINATE
<br /> THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL SERVICE LINE LOCATION, CONDUIT SIZE AND CONTRACTOR SCOPE OF WITH MEP STANDARD DETAIL CW-1020. DRAWING TITLE:
<br /> AND HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL CONFLICTS UTILITY CROSSING TABLE FLANS/PURVEYOR PRIOR TO CONSTRUCTION. 6. INSTALL FIRE HYDRANT PER CITY OF STOCKTON STANDARD DETAIL W-13 UTILITY PLAN OD
<br /> WITH EXISTING UTILITIES. POTHOLING SHALL BE PERFORMED PRIOR TO
<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. CROSSING# IE - UPPER UTILITY T/P - LOWER UTILITY SEPARATION PLANS FOR FINAL LOCATION. 7. INSTALL TYPE 'K' COPPER STUB TO AIR/WATER UNIT, SEE DETAIL 7/C6.1.
<br /> Oj 10.40 - 6" SS 9.40 - 14" W 1.0'1 4. APPROXIMATE LOCATION OF COMMUNICATIONS CONNECTION TO BUILDING. SEE SHEET NO:
<br /> UTILITY CROSSING NOTE Q 10.13 - 6" SS 9.13 - 11" W 1.01 ELECTRICAL PLANS FOR FINAL LOCATION.
<br /> LID
<br /> Q3 10.77 - 6" SD 9.77 - 1j W 1.0'1 5. RELOCATE POWER POLE. LOCATION OF POLE MOUNTED TRANSFORMER PER PE&E Know what's below.
<br /> CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATION OF 6" VERTICAL SEPARATION REQUIREMENTS. COORDINATE ALL WORK WITH PG&E. 0 00
<br /> BETWEEN UTILITIES UNLESS OTHERWISE REQUIRED BY JURISDICTIONS HAVING ® 7.81 - 8" SD 7.30 - 6" SS 0.51 p Call before you dig. g
<br /> AUTHORITY. CONTRACTOR TO VERIFY SEPARATION REQUIREMENTS PRIOR TO Q5 10.35 - 8" SD 9.84 - 6" SS 0.5'1 6. RELOCATE POWER POLE PER PG&E REQUIREMENTS. COORDINATE ALL WORK WITH Dial 811 �� 0 1`
<br /> CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PG&E. .
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