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SDD122 LEGEND IF RIM 18.16 15 ■ SDDI 17 16 1 SDDI 18 16 1 9 co o INV 12.99 6T PROPOSED MANHOLE AND COVER PER DETAILS 5 AND 6 ON SHEET •- 100LF RIM 19.81 RIM 19.81 SDMH 8 C7.1 ESDDI @ 5=0.0025 INV 12.0418"E 9 INV 12.4515"E j RIM 18.76 7 18 19 20 RIM 20.31 18"SD 163LF @ S=0.0025 INV 12.4518"W INV 12.80 1 "S I ® PROPOSED DRAIN INLET PER DETAIL 16 ON SHEET C7.0 18"SD 15"SD INV 12.80 16"W INV 11.7918"E 142LF S=0.0025 INV 12.80 6fi I ® PROPOSED SANITARY SEWER CLEANOUT PER DETAIL 18 ON SHEET `° 2"SSFM SSPS 2 C7.0 RIM 18.59 427LF @ S=0.0000 RIM 19.16 6 ►� GATE VALVE PER DETAIL 9 ON SHEET C7.1 INV 11.79 36"N INV 14.04 6�' / 10"FH 10"F7INV 16.58 2�' / ® POST INDICATOR VALVE PER DETAIL 10 ON SHEET C7.1 No 10 10 10 10 21 60LFD @ S=d 0050 I PROPOSED FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET S I E G F R I E D 14 10"FH SEPTIC TAf�IK 2(OUT) I � C7.1 RIM 19.41 (5 PROPOSED FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 3428 Brookside Road LL o I INV 14.09 6' Stockton,California 95219 o INV 14.09 6I 209-943-2021 o PROPOSED SANITARY SEWER LINE W SEPTIC TA .K 2(IN) Fax: 209-942-0214 10"FH I I SS PROPOSED PERFORATED PIPE U) RIM 19.83 I www.siegfriedeng.com INV 14.34 6' PERF 10 10 N LL- INV 14.34 6'i I SSFM PROPOSED SANITARY SEWER FORCE MAIN 6"SS g��pppp SSCO 9 48LF @ S=0.0050 N I SD PROPOSED STORM DRAIN LINE 4 8 RI-M21.4 6 0 o INV 14.69 6"E SSWYE 7 0 0 _ �w PROPOSED WATER LINE �OFESS/0 p�X� 0 INV 14.45 6 S CO U) �F�� ,SC l� 0 25 CURB-O-LET 5 INV 14.45 6"N U i 2"SSFM p U W INV 20.92 6"W INV 14.45 6"W I FS PROPOSED FIRE SERVICE LINE I O 47LF @ S=0.0000 J N 4 INV 21.01 SDPOC 5 `�' I FH PROPOSED FIRE HYDRANT LINE w 6 E �. -0 0 00 KEY NOTES ��9TF clvl JL 9LF @ S � ° - I �F CAS I ° ° ° O FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 � I • I I O 4"WATER METER AND BACKFLOW PREVENTER PER C.O.T. DATE SIGNED: 09/13/22 STANDARD PLAN 404&406 0 I O SEE FIRE SPRINKLER PLANS FOR CONTINUATION ZD . 4O SEE PLUMBING PLANS FOR CONTINUATION LL I I 5 8" DOUBLE CHECK DETECTOR BACKFLOW PREVENTION O ASSEMBLY PER DETAIL 18 ON SHEET C7.0 i SANITARY SEWER PUMP STATION WITH FLOW METER OPER DETAIL 2 ON SHEET C7.2.SEE DETAIL FOR PUMP SIZING 0 SDMH 1 SDDI 19 INFORMATION RIM 18.04 RIM 19.47 7 15 STORM DRAIN MANHOLE AND COVER PER DETAIL 5&6 ON O7 INV 12.11 24"W o INV 13.13 1 "S SHEET C7.1 INV 12.11 24"N0 ° ° o ( INV 13.13 1p"N I O SANITARY SEWER CLEANOUT PER DETAIL 17 ON SHEET C7.0 222LF @ S-0.0015 INV 12.11 18"S U) U) 24"Sp INV 12.11 12"SE O GATE VALVE AND VALVE BOX PER DETAIL 9 ON SHEET C7.1 U- I I 10 THRUST BLOCK PER DETAIL 4 ON SHEET C7.1 66<F@s Sp I I 11 SDDI 13 FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET C7.1 0020 RIM 16.80 15 1" IRRIGATION METER AND BACKFLOW PREVENTER PER INV 12.24 12"NW 0 _ I 12 DETAIL 7 ON SHEET C7.1 10"FH CURB-O-LET 6 1 13 IRRIGATION POINT OF CONNECTION.SEE LANDSCAPE PLANS 10 10 25 INV 20.92 6"W FOR CONTINUATION 4 SDPOC 6 14 INV 21.04 6"E CONNECT TO EXISTING 12" FIRE HYDRANT LOOP o I0 10 9 1 ° C3 136"SD I 15 12"X12"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 � ® 8"FH 12LF @ S=0.0100 I 16 24"X24" DRAIN INLET PER DETAIL 15 ON SHEET C7.0 I 10"FS 17 TRENCH DRAIN PER DETAIL 16 ON SHEET C7.0 LO GV 3 4 o CONTRACTOR TO VERIFY EXISTING INVERT AND NOTIFY oI 18 ENGINEER IMMEDIATELY OF ANY CONFLICTS S U) PHELAN 9 I 19 CONNECT TO EXISTING STORM DRAIN INLET C:) J D EVELOPM ENT o00 I 20 ADJUST TO GRADE 450 Newport Center Drive, Suite 230 LIjNewport Beach, CA 92660 21 5000 GALLON SEPTIC TANK PER DETAIL 1 ON SHEET C7.2 W CD BUILDING I SSC010 4 8 RIM 46LF 6 SS 0.0050 INV 15.645.64 6"E I I 22 10"BACKFLOW PREVENTER PER DETAIL 7 ON SHEET C7.1 �� 0 C3 SSWYE 8 I RELOCATE EXISTING AIR RELEASE VALVE PER C.O.T.STANDARD IW INV 15.41 6"S 23 PLAN 408 BUILDINGS H& \ INV 15.41 6"N I" 6"SS LATERAL TO FIRE PUMP ROOM FLOOR DRAIN.TEST FLOW HOLLY COMMERCE CENTER Z INV 15.41 6W 24 SHALL BE LIMITED TO 100 GALLONS TWICE A YEAR DO TO SEPTIC � . O D LEACH FI-L€P,aizATIS . Q o 10 g 1 I I 25 CURB-O-LET PER DETAIL 13 ON SHEET C7.1 0 I Z \ . I 9375 SUGAR RD Z 7 I I� TRACY, CA 95304 V 15 I UTILITY CONSTRUCTION NOTES Q 21� �2 SD 0 I I FE 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF F v THIS CONTRACT SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN MILESTONES: ILL SDDI11 \0"0p80 ° ° ° CURB-O-LET 7 I COUNTY STANDARD SPECIFICATIONS(LATEST EDITION)AND THE SDMH 7 25 28 JANUARY 2022 RIM 17.56 RIM H 7 7 INV 20.56 6"W INV 13.13 12"W INV 18.3 12"S SDDI 14 4 SDPOC 7 SPECIFICATIONS(LATEST EDITION). 15 INV 20.86 6"E 6"SD INV 12.44 18"N RIM 16.88 ,o INV 12.44 12"E INV 12.56 12"W SDDI 20 12"SD S=0.0100 I RIM 19.47 15 I EXISTING UTILITIES 59LF E=0.0020 INV 13.57 2"S CD o INV 13.57 5"N = 0 1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A cn I SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD aU Ill MAPS OBTAINED FORM UTILITY COMPANIES. co 1 III 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 f HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR REVISIONS: 16 II I UNDERGROUND FACILITIES PRIOR TO EXCAVATION. PC I CORRECTIION5 15 LL I 3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF 09-14-22 UNDETECTED UNDERGROUND UTILITIES.ALSO,THE CONTRACTOR MUST1� PC 2 CORRECTIONS CD I ALLOW FOR CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT 04 o I I FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS o M 10 o I PRIOR TO CONSTRUCTION. C� o CD � 0 0 in 10"FS "' SWYE 9 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE N N I INV 16.28 6"V� PLANS ARE APPROXIMATE ONLY.ACTUAL LOCATIONS AND DEPTHS OF g 3 4 0 INV 16.28 6"NI UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO NV 16.28 6"EI CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 10 INV 16.28 6"SI LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND J "SS NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY.ANY DAMAGE BY M g 0 LF @ I I THE CONTRACTOR TO EXISTING UTILITIES,WHETHER SHOWN ON THE CURB-O-LET 8 S-0.0050 PLANS OR NOT,SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO L= � 25 INV 20.55 6"W SCO11 8 REPAIR,AT HIS EXPENSE. o 4 8 SSCO 12 INV 16.29 6" CD 1 RIM 21.45 44LF @ INV 16.50 6"E 6"SS S=0.0050 LF @ UJI NV 20.82 6"E 6"SS S=0.00 4500 / o ° 6"SD 10 SSC013 / 8 27LF @ IM 20.0 - -S=0.01b INV 16.2/9 6"S _ IN I I I I W INV 16/29 6"N V) Z SDDI 7 3�Ntlatl3l� / o RIM 17.92 I / INV 13.29 15"SW 24 SSCO 16 / m INV 13.29 15"N RIM 21.01 3 4 o DI 21 15 LO Z INV 13.29 12"E INV 17.85 6"S oIfVM 19.6 12 g o I „ m `n 11 � / SSWYE 10 @ 1 Cn 22 El `� INV 16.65 6" LU 0�2� o o co / INV 16.65 6, w SDDI 15 0 11 ti / J� EXISTING PROPERTY LINE > 12y�F 12 SD RIM 18.82 15 0 ' INV 16.65 6 S ESDMH 6 SS RIM 19. 1 0 @S;p0p35 INV 13.02 12"E 15 SDDI 16 � � LL � 9 / " INV 13.02 12 N RIM 19.50 - 2LF @ I INV 6.4 40"S m o ED J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MV,r3.�T2"tiv - LL 10 / S=0.0050 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INV 6.3 40"N PROJECT: 17017 g 12 SD �, SSCO 14 �im8 f:\17projects\17017 holly sugar industrial\improvement N 10"Fg - - - - 10 _ RIM 21.2 FILE: plans\BUILDINGS H&I\0nsite\17017-05.2-UTILITY PLAN Il.dwg M 10 "FH 10"FH 10"FH INV 16.6 6"N Z RIM 19.06 10 1�2" 6"ss I 42"ww I DATE: 9/13/2022 1uv-'3.Z11z'a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1L1V17.66 - - - - - - - - - - - 203LF�S�.W5F - - - - - - - - - - - 1a"ww 1 DRAWN BY: LSF/MWK c� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vmi INV 17.66 6"N / I 8"WW - - 4L INV 17.66 6"E 14°ww SHEET TITLE: o - = 81ww 6"SSINV. . . . 15.6 " UTILITY PLAN 11 -- _ULTIMATE RIGHT OFWAY H _ - - off S=0.0050 Q ° - off H off EXISTING RIGHT OF WAY SSCO 15 8 23 p O� ao o off off off NIM 196996 N w •• 112" -= 5 C) � �� I \ rL ESS 3H 6 24"SW RIM 21.68 0 Know what's below. __ _ - - - - - - - - - - - - - - - - L� - - INV 13.1624"NE C111 before you dig. ESDCB ARBOR AVENUE iiiii - - - - 0 10 20 40' C5m2 12 W RIM 18.60 12 W I I SCALE. 1"=20 UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1