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<br /> CALON AVENUE AND H�GHWAY 120 ESCALON ,
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<br /> 1 la=20' C 'V A !' LEGEND
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<br /> EXISTING ASPHALT PROPOSED ASPHALT
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<br /> D 0 ° PROPOSED CONCRETE
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<br /> EXISTING CONCRETE
<br /> ------------------------- EXISTING CURD PROPOSED CONCRETE BARRIER CURD
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<br /> SAWCUT LINE
<br /> EXISTING EDGE OF PAVEMENT
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<br /> _ PROPERTY LINE 'An c o
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<br /> CORE DRILL AND CONNECT TO PROPOSED CATCH BASIN
<br /> 6"
<br /> 1 9 9 24 LF 6" DIP SS @ 1.07. MIN.
<br /> SS EX. SS MANHOLE � (JENSEN PRECAST MODEL D92424)
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<br /> GM E u� �; � �, EX. RIM = 919°23 RIM= 119.27
<br /> .' .,' EX. IE = 912°53 (10" OUT N) IE = 114°61 6" OUT S) RIM PROPOSED
<br /> 9SCO
<br /> ° �' „ EX. DRIVEWAY " ( a
<br /> .syh IE = 112.63 (6 IN SW) IE _ "
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<br /> 9® A\ Y ° ' 9 11 LF 6" SS 0 1.00%
<br /> 19 5.76 (6 )
<br /> 44 LF 6' SS @ 1.00%
<br /> 6" SS ` ° `f PROPOSED SSCO 4 5 LF 6" SS 1.0% MIN.
<br /> EXISTING CUR TO 13 RIM = 120.2 6
<br /> � PROPOSED SSC® ,� r �
<br /> 12 , REMAIN 3 RIM = 919.2 IE = 9 9 4°11 (6`� 5 PROPOSED SSCO ® � ©0`
<br /> IE 113.07 (6") RIM = 121.0
<br /> 6" SS P EXISTING SIDE ALK TO 14 94 LF 6" SS ® 1.00% IE = 915.63 (6")
<br /> X REMAIN
<br /> ,,. 913215 72ND AVENUE SOUTH
<br /> 33 LF 6" SS 1.00
<br /> PROPOSED 0 2 LF 6" SS 00� ENT, WA 9032
<br /> O SED SSC 6 1° K
<br /> SSCO RIM = 120.3 (425)251-6222
<br /> PROPOSED SSCO 15
<br /> 5 RIM = 119.1
<br /> DIE = 115.05 6" 425 251-137132 FAX
<br /> „ ( ) PROPOSED GREASE INTERCEPTOR ( )
<br /> EXISTING s °k ° °� p . . .
<br /> s ° 7.. ® .° IE = 113.40 (6° ( )
<br /> JENSEN JP-500-EE-SO CML ENGINEERING, LAND PLANNING,
<br /> BULDINGX.
<br /> RIM = 920.90
<br /> EXISTING PAVEMENT SURVEYING. ENVIRONMENTAL SERVICES
<br /> p EE. 16 1°00� IE = 115.55 (6" OUT W)
<br /> � °
<br /> 49 LF 6" SS
<br /> TO REMAIN 4 A . a ° 60 LF 6" SS 1.00% IE 116.10 (6" IN E)
<br /> `� -10. PROPOSED SSCO NO. DATE REVISION DESCMPTION
<br /> V) PROPOSED 6 6p SS " TEE RIM = 120.9 PROPOSED SSCO
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<br /> ° IE = 115.54 (6") RIM=121.0
<br /> IE = 114°00 (6") IE=916.12 z
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<br /> ° A �£ ° 0 6 LF 6" SS @ 1.07. MIN.
<br /> g IE=117°00 (6") s
<br /> S 19 LF 6" SS 0 1.00% 19 RIM PROPO 9 2 9�ED CO
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<br /> PROPOSED OIL/WATER SEPARATOR IE = 36°36, 6" 30 6 LF 3" VENT LINE
<br /> ° j RIM = 119°70 "
<br /> U) ` ' -'' .d. ! IE = 114.44 (6" IN N) 0 3 LF 6 SS @ 1.0% MIN. 0
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<br /> • x�s g A ° a < E ° 1 IE = 114.19 (6" OUT S) 7
<br /> ® . a ® ®°° " 1.00% 21 IE = 117°00 (6-
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<br /> � .•�: � STANDARDS. CONTRACTOR TO VERIFY THE EXACT HORIZONTAL
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<br /> ' ',' �' ,< '.k , n X., .• t fi4-n;. 33 LF 3/4 IRRIGATION WATER SERVICE
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<br /> 1-9/2 3/4 IRRIGATION METER AND BACKFLOW PREVENTION DEVICE `
<br /> RPER CITY OF ESCALON STANDARD DETAILS.
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<br /> 4 LF 9-1/2" DOMESTIC WATER SERVICE C 1 V
<br /> EX. DRIVEWAY --- / ��`
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<br /> 5 1-1/2" TEE WITH 3/4" REDUCER
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<br /> 3/4$9
<br /> BFP 2 WTR
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<br /> 21 ® � A:
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<br /> __ ® F 1-1/2' DOMESTIC WATER SERVICE TO C-STORE
<br /> f 6 . . 3/4% 7 ;
<br /> EXISTING SIDEWALK TO
<br /> \REMAINfit.: d 0 WTR - -- , . �� � .
<br /> 97 LF 3/4" WATER SERVICE TO AIR/WATER UNIT
<br /> 0 � r 6 S ° 19 60 SS
<br /> SSCO WTR ' C NNECT ® NEW AIR/WATER UNIT
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<br /> EX.
<br /> 30 NEW C-STORE TEE 5 TO
<br /> S A 9 3" VENT m/ a3000 WATER
<br /> 3 WM & B D MAIN
<br /> \ 6 SS 00, FF-41.00 ® DEVELOPMENT W�GRUATl e -
<br /> SCO SSCO
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<br /> EB ' ° I CROSSINGS IE - UPPER UTILITY IE - LOWER UTILITY SEPARATION
<br /> EB ❑ EB • .:
<br /> " STE ADDRESS-
<br /> 3 .15
<br /> 7 - 6" SS 33°59 - 95 SD 2°2s
<br /> ° ® 36.61 - 6" SS 34°90 - 6" WTR 1.0,± � � � SUE
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<br /> `. EB ® 3S°5S - 6" SD 34°70 - 13" WTR 3.1,± 0' A�'20
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<br /> EXISTING LANDSCAPE ^ ` _o.Ee ° FAM� TY 0 TBD
<br /> \.TO REMAIN
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<br /> DESM,D BS's CST ALIJANCE ZQDM,.^
<br /> I CKED BY. CUT Ip REI
<br /> DRA 1 BY. CST ALLIANCE G
<br /> ® ` now what's below.
<br /> ® CaH before you dig. NE m Q. CY �®
<br /> 17223
<br /> DIM 811
<br /> DRAVaNG TITLE:
<br /> UTUTY PLAN,
<br /> oUmm COHRMT W7e. BEET N'0:
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
<br /> EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
<br /> I IL UTL11 PL 14
<br /> SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> CALLING UTILITY LOCATE @ 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br /> NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
<br /> UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br /> SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN
<br /> CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C5mO
<br /> File:P:\17000s\17223\engineering\17223-U.dwg Date/Time:1/27/2016 2:25 PM Scale:1 = 1 JDENNIS Xref: ----
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