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F SDD123 LEGEND IF RIM 18.16 15 ■ SDDI 18 16 1 SDDI 19 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 -Co 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 1 "W INV 11.7918"E 142LF S=0.0025 � INV 12.80 1N I e PROPOSED SANITARY SEWER CLEANOUT PER DETAIL 18 ON SHEET `° 2"SSFM SSPS 2 1 /1\ IC7.0 RIM 18.59 427LF @ S=0.0000 RIM 19.16 ►� GATE VALVE PER DETAIL 9 ON SHEET C7.1 INV 11.79 36"N INV 14.04 6�' / 10"FH 10"FH INV 16.58 21' / ® POST INDICATOR VALVE PER DETAIL 10 ON SHEET C7.1 No 10 10 10 10 21 60LFD @ S=d10050 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 SEPTIC TA .K 2(IN) Fax: 209-942-0214 10"FH I I SS PROPOSED PERFORATED PIPE www.siegfriedeng.com DIM zo INV 14.34 6 U) � RIM 19.83 I' PERF 10 10 co 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 RIM 21.46 0 X� o INV 14.69 6"E NV 14.45 6"S iii �W PROPOSED WATER LINE Q�OFESS/0 ppm o INV 14.45 6"N Cn �� •SCy l 2 SSFM U INV 14.45 6"W I I FS PROPOSED FIRE SERVICE LINE �� I F2 O 47LF @ S=0.0000 J N M i I FH PROPOSED FIRE HYDRANT LINE w d .� m • I I P. 09/3 /23� JL • KEY NOTES ��qTF FSA Al e I ° ° ° 1 FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 � I DATE SIGNED: 01/28/22 O 4"WATER METER AND BACKFLOW PREVENTER PER C.O.T. STANDARD PLAN 404&406 0 I O SEE FIRE SPRINKLER PLANS FOR CONTINUATION ZD . 40 SEE PLUMBING PLANS FOR CONTINUATION II 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 20 INFORMATION 7 15 STORM DRAIN MANHOLE AND COVER PER DETAIL 5&6 ON RIM 18.04 RIM 19.47 07 INV 12.11 24"W o INV 13.13 1 "g SHEET C7.1 INV 12.11 24"N ° ° ° o I INV 13.13 115"N I O SANITARY SEWER CLEANOUT PER DETAIL 17 ON SHEET C7.0 222LF @ S=0.0015 INV 12.11 18"S 24"Sp INV 12.11 12"SE U- O GATE VALVE AND VALVE BOX PER DETAIL 9 ON SHEET C7.1 -i I I 10 THRUST BLOCK PER DETAIL 4 ON SHEET C7.1 66<F@S'000 0 I I 11 FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET C7.1 00SDDI 14 20 RIM 16.80 15 1" IRRIGATION METER AND BACKFLOW PREVENTER PER INV 12.24 12"NW I 12 DETAIL 7 ON SHEET C7.1 10"FH I 1 13 IRRIGATION POINT OF CONNECTION.SEE LANDSCAPE PLANS 10 10 FOR CONTINUATION 14 CONNECT TO EXISTING 12" FIRE HYDRANT LOOP e I • I 15 ° ° ° 12"X12"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 10 9 1 � I ® 16 24"X24" DRAIN INLET PER DETAIL 15 ON SHEET C7.0 8"FH I LO 10"FS 17 TRENCH DRAIN PER DETAIL 16 ON SHEET C7.0 GV 3 4 o CONTRACTOR TO VERIFY EXISTING INVERT AND NOTIFY oI 18 ENGINEER IMMEDIATELY OF ANY CONFLICTS PHELAN `r2 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 LID ADJUST Beach, CA 92660 21 5000 GALLON SEPTIC TANK PER DETAIL 1 ON SHEET C7.2 LL1 Q0 BUILDING I 4 8 SSC010 RIM 5.48 6"E 46LF 6��SS 0.0050 15.64 INV I I 22 10"BACKFLOW PREVENTER PER DETAIL 7 ON SHEET C7.1 (n 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& V� \ INV 15.41 6"N I 6"SS LATERAL TO FIRE PUMP ROOM FLOOR DRAIN.TEST FLOW HOLLY COMMERCE CENTER INV 15.41 6"W 24 SHALL BE LIMITED TO 100 GALLONS TWICE A YEAR DO TO SEPTIC Z O 8"FHIQ I TANK AND LEACH FILED LIMITATIONS. c Q 10 9 1 z I UTILITY CONSTRUCTION NOTES 9375 SUGAR RD Z 7 I I� TRACY, CA 95304 U I 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN 0 COUNTY STANDARD SPECIFICATIONS(LATEST EDITION)AND THE 21�F 12" I I CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD O ILL0 SDD@1 \0"0080 I SPECIFICATIONS(LATEST EDITION). MILESTONES: UARY 2022 RIM 17.56 R M 18 32 7 ° ° ° I BUILDING DEPARTMEN28 T SUBMITTAL INV 13.13 12"W INV 12.44 12"S SDDI 1515 a EXISTING UTILITIES INV 12.44 18"N RIM 16.88 a INV 12.44 12"E INV 12.56 12"W SDDI 21I 12"SD RIM 19.47 15 I 1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A 59LF E=0.0020 o INV 13.57 2"S SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD CD INV 13.57 5"N I MAPS OBTAINED FORM UTILITY COMPANIES. CD o I � 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 @ o HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR UNDERGROUND FACILITIES PRIOR TO EXCAVATION. 16 I 3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF REVISIONS: UNDETECTED UNDERGROUND UTILITIES.ALSO,THE CONTRACTOR MUST O15 ° ° ° LL ALLOW FOR CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT o I FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS CD �. PRIOR TO CONSTRUCTION. C) 0 o N I I 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE co 10 o PLANS ARE APPROXIMATE ONLY.ACTUAL LOCATIONS AND DEPTHS OF c: L o C3 I UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO zo in I 10"FS U) o I SWYE 9 CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INV 16.28 6"V� LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND Z 3 4 o INV 16.28 6"NI NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY.ANY DAMAGE BY NV 16.28 6"EI THE CONTRACTOR TO EXISTING UTILITIES,WHETHER SHOWN ON THE 10 INV 16.28 6"SI PLANS OR NOT,SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO "SS I REPAIR,AT HIS EXPENSE. 9 LF @ N S=0.0050 L0m SSC011 U 4 8 R�0145 IM 20.01 8 CD 1 �� INV 16.50 6"E 6 SS INV 16.29 6" j 44L = . LF @ UJI6"SS S=0.0050 / • 1/2" 10 SSC013 / 8 0 IM 20.0 INV 16.29 6"S W INV 16/29 6"N z SDD17 o RIM 17.92 I / TD INV 13.29 15"SW SSC0 16 mINV 13.29 15"N 24 RIM 21.01 3 4 o D122 15 ZLO 19.65 INV 13.29 12"E INV 11J.85 6"S INVM 13.92 12" g I m `n � / SSWYE 10 @ 1 � 22 ❑ o INV 16.65 6" '1' 0�2� o o M / INV 16.65 6" w SDDI 16 0 11 EXISTING PROPERTY LINE > 121LF 12 SD RIM 18.82 15 0 ' INV 16.65 0.S ESDMH @ S.0 INV 13.02 12"E SDDI 17 o U- 9 " 0035 15 `n cn = / 6 SS RIM 19. 1 INV 13.02 12"N RIM 19.50 - 2LF @ I INV 6.4 40"S d o 0 J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MV,r3.�T2tl� - � 10 / S=0.0050 - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INV 6.340"N PROJECT: 17017 Q1EU12 SD co SSCO 14 8 F:\17projects\17017 Holly Sugar Industrial\Improvement N I "FS - - - - 10 _ RIM 21.2 FILE: plans\BUILDINGS H&I\0nsite\17017-052-UTILITY PLAN Il.dwg M 10"FH 10"FH 10"FH INV 16.6 6 N Z RIM 19.06 10 1�2" 1/2" 6"S 1�2„ / I 42"ww I DATE: 1/28/2022 1[�LV13Z112"l�L - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -NV17.66 - - - - - - - - - - - 203LF�S�.0�5� - - - - - - - - - - - 1a"ww 1 DRAWN BY: LSF/MWK cD _ - - - - - - - - - - - - - - - - - - - N I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -V 4L INV 17.666"N I 8"WW A VV VY INV 17.66 6"E 14I'M SHEET TITLE: o - - - - - - - - - - - - - - - - - - - - - - - 11 0 - - - - - _ - - - - UTILITY PLAN _ _ - - - - - ULTIMATE RIGHT OF WAY _ - 21 F � INV 15 6 Q , - - S=0.0050 °H�-=-7ffH OH off OH off EXISTING RIGHT OF WAY SS 9199 g 23 ° w INV 17.67 6"N k1M 23.6 � �- � - RIM 6 24"SW o Know what's below. - - - - - - - - - - - - - - - - L� INV 13.1624"NE01 Call before you dig. o C52 ESDCB ARBOR AVENUE ■ 12 W RIM 18.60 12 W I SCALE: 1"=20' UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1