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LEGEND ■ PROPOSED MANHOLE AND COVER PER DETAILS 5 AND 6 ON SHEET 7 \ • C7.1 C7.2 ■ ■ ■ \ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® PROPOSED DRAIN INLET PER DETAIL 16 ON SHEET C7.0 \ tt t G ® PROPOSED SANITARY SEWER CLEANOUT PER DETAIL 18 ON SHEET C7.0 15 SDDI 3I � H GATE VALVE PER DETAIL 9 ON SHEET C7.1 - - - - - - - - - - - - - - - - NV 13 36 6"S - - - - - - - 4"SS - - - - - - ® POST INDICATOR VALVE PER DETAIL 10 ON SHEET C7.1 S I E G F R I E D ' \ S=0.0016 @ 70LF PERF � � � - - - - - - - 4"SS S=0.0016 @ 70LF PERF PROPOSED FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET INV 1 1 4% C7.1 3428 Brookside Road NV 16.084"W 4"SS - - - - - - - i - - - - - - - 4"SS - - Stockton,California 95219 2"SSFM S=0.0016 @ 701-F PERF S=0.0016 @ 701-F PERF PROPOSED FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 209-943-2021 14LF @ S=0.0000 I \ I SSDB 2 Fax: 209-942-0214 32LF @ S=0.0000 4"SS - - - - I I 4"SS - - INV 16.58 4"E SS PROPOSED SANITARY SEWER LINE www.siegfriedeng.com 4"SSFM S=0.0016 @ 70LF PERF _- S=0.0016 @ 701-F PERF 4"SSFM I 2"SSFM SS PROPOSED PERFORATED PIPE - - - 4"SS - - - - - - - - - - - - - - 4"SS - - 4 36LF@S=0.0000 47LF @ S=0.0000 PERF S=0.0016 @ 70LF PERF I I S=0.0016 @ 70LF PERF SSFM PROPOSED SANITARY SEWER FORCE MAIN I - - - SD PROPOSED STORM DRAIN LINE S=0.0016 @ 70LF PERF - - - - - - - - - - - - - - - - - J 4"SS Q�OF SC ESS/0 . �� S-00016@70LFPERF �� - - - - - - - - - - - - - - - - - - W� PROPOSED WATER LINE FS PROPOSED FIRE SERVICE LINE 00 LO I o FH PROPOSED FIRE HYDRANT LINE p: 09/3 /23 z. Y) \ \ s�gTF FSA KEY NOTES J SDDI 13 DATE SIGNED: 01/28/22 16 RIM 15.72 O FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 INV 12.67 12"S 4"WATER METER AND BACKFLOW PREVENTER PER C.O.T. O SDMH 3 SDMH 2 ,�, . STANDARD PLAN 404&406 SDDI 1 SDMH 5 SDMH 4 7 7 RIM 16.75 7 RIM 16.79 Mo \ RIM 16.26 16 O SEE FIRE SPRINKLER PLANS FOR CONTINUATION RIM 16.85 7 RIM 16.73 INV 12.66 18"W INV 12.59 24"W o INV 13.07 12"SW INV 12.92 15"W INV 12.44 24"W INV 13.07 15"E INV 12.92 18"E INV 12.66 24"E INV 12.59 24"E N cn INV 12.44 24"E INV 12.92 12"S INV 12.66 12"S INV 12.59 18"E � INV 12.44 12"SE O SEE PLUMBING PLANS FOR CONTINUATION INV 13.07 6"N 97LF @ S=0.0015 174LF @ S=0.0015 �/F18�( U015 N 99LF @ S=0.0015 222LF @ S=0.0015 O 10"DOUBLE CHECK DETECTOR BACKFLOW PREVENTION 15"SD 18"SD 24"Sp 24"SD 24"3D 5 ASSEMBLY PER DETAIL 18 ON SHEET C7.0 RIM 16.22 15 SANITARY SEWER PUMP STATION WITH FLOW METER INV 13.28 12"S O"�O 18„ O PER DETAIL 2 ON SHEET C7.2.SEE DETAIL FOR PUMP SIZING INV 13.28 12"NE x,,00 624P@ S�Q \ INFORMATION SDDI 6 0015 O STORM DRAIN MANHOLE AND COVER PER DETAIL 5&6 ON 16 RIM 16.10 \ SHEET C7.1 1010 INV 12.68 18"SE 24 INV 12.6818"W � 72„ O SANITARY SEWER CLEANOUT PER DETAIL 17 ON SHEET C7.0 10TH 10"FH 0 "FH 0 10"FS 002 15 SDDI 2 O GATE VALVE AND VALVE BOX PER DETAIL 9 ON SHEET C7.1 (\I 24 \ RIM 15.48 CD ® ® 0 10 INV 12.65 12"NW 10 THRUST BLOCK PER DETAIL 4 ON SHEET C7.1 o @� CSI 9 1 11 FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET C7.1 12 2" IRRIGATION METER AND BACKFLOW PREVENTER PER DETAIL 7 ON SHEET C7.1 U- U- 24 IRRIGATION POINT OF CONNECTION. SEE LANDSCAPE PLANS 13 FOR CONTINUATION 14 CONNECT TO EXISTING 12"FIRE HYDRANT LOOP 17 9"'� 15 12"X12"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 SDTD 1 SDTD 1 S� = RIM 15.83 RIM 15.83 ��S \�Op 16 24"X24"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 INV 13.07 12"N INV 12.8112"N �c - s 17 TRENCH DRAIN PER DETAIL 16 ON SHEET C7.0 ° CONTRACTOR TO VERIFY EXISTING INVERT AND NOTIFY PHELAN 3 4 3 4 18 ENGINEER IMMEDIATELY OF ANY CONFLICTS D EVELOPM ENT 19 CONNECT TO EXISTING STORM DRAIN INLET 450 Newport Center Drive, Suite 230 10 Newport Beach, CA 92660 N 20 ADJUST TO GRADE 141)U 21 5000 GALLON SEPTIC TANK PER DETAIL 1 ON SHEET C7.2 LU = 22 2"BACKFLOW PREVENTER PER DETAIL 7 ON SHEET C7.1 BUILDINGS H& LU 23 4X4X4 TEE WITH 2-1/2"REDUCERS ON NORTH AND EAST LEGS HOLLY COMMERCE CENTER 24 WATER CROSSING PER DETAIL 11 ON SHEET C7.1 1 9 10 7 SDMH 6 Z 6"SS LATERAL TO FIRE PUMP ROOM FLOOR DRAIN.TEST FLOW RIM 17.85 214E 12"Sp O 25 SHALL BE LIMITED TO 100 GALLONS TWICE A YEAR DO TO SEPTIC INV 12.9715"S @ S;p�� H TANK AND LEACH FILED LIMITATIONS. EXISTING ° ° ° ° ° ° ° ° INV 12.97 18"NW SDDI 11 Q 9375 SUGAR RD ddl- PROPERTY INV 12.97 12"E RIM 17.56 LINE U) INV 13.13 12" Z TRACY, CA 95304 H Z O co V UTILITY CONSTRUCTION NOTES CD g SSWYE 6 MILESTONES: 11 INV 16.32 6"W O 28 JANUARY 2022 o � 5 INV 16.32 6"S ILL 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF BUILDING DEPARTMENT SUBMITTAL J C INV 16.32 6"E LL 1 THIS CONTRACT SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN Co N v 29LF @ SSCO 6 COUNTY STANDARD SPECIFICATIONS(LATEST EDITION)AND THE C14 co 8 CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SSCO 7 S=0.0050 INV 16.33 6 W 8 25 6"SS SPECIFICATIONS(LATEST EDITION). RIM 19.98 6 SS BUILDING H INV 16.47 6"E 2LF @ S=0.0050 o"Fs EXISTING UTILITIES 10 11 N 1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A CD SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD CD 11 M MAPS OBTAINED FORM UTILITY COMPANIES. REVISIONS: 4 3 0 -j 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 CD co HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR 1U- UNDERGROUND FACILITIES PRIOR TO EXCAVATION. H0 Q0 9 o J 3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF o UNDETECTED UNDERGROUND UTILITIES.ALSO,THE CONTRACTOR MUST CD SSWYE 5 ALLOW FOR CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT INV 15.92 6"N FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS.THE o CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS INV 15.92 6"S PRIOR TO CONSTRUCTION. g INV 15.92 6"W SSCO 5 SSCO 4 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE 4 8 RIM 19.98 29LF @ RIM 18.73 8 PLANS ARE APPROXIMATE ONLY.ACTUAL LOCATIONS AND DEPTHS OF J I INV 16.07 6"E S=0.0050 INV 15.91 6"IT UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO 6"SS INV 15.91 6"S CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND U 1/2" NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY.ANY DAMAGE BY SSWYE 1 I SSCO1 SSCO 2 10 THE CONTRACTOR TO EXISTING UTILITIES,WHETHER SHOWN ON THE � CD INV 13.23 6"E RIM 19.98 SSWYE 2 SSWYE 3 RIM O 2 4 O PLANS OR NOT,SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SDDI 7 REPAIR,AT HIS EXPENSE. INV 13.23 6"W INV 13.44 6"S INV 13.31 6"E INV 14.26 6"E INV 14.37 6"S RIM 17 UJI LO 16 INV 13.2915" INV 13.23 INV 13.31 6"W INV 14.26 6"W il INV 13.29 15" I SDD15 4 8 V) RIM 17 60 I 31 6"N 00 INV 14.26 6"N 0 cii INV 13.29 12" INV 14,15 12"N = 6"SS 6"SS p N 26LF o 22LF @ S=0.0050 0 15 �F @ z 15 =0.0050LO 6"SD 0 � W 15LF @ 6"SS INV 15.66 66 6"E 000S 0002 m S=0.0050 5LF W S 0 1 INV 15.66 6" V) 191 LF 6"SS 6"SS „ I -0.0050 281 LF @ -0.0050 9 15"Sp 2LF 10 15"S D Iz 6 21 1 10 219LF @ S=0.0020 121 LF @ S=0.0020 S=0.0050 w 10TH 10"FH 10"FH 23 SSPS 1 SEPTIC TANK 1(OUT) SEPTIC TANK 1(IN) 4"W 112" o RIM 18.34 RIM 18.70 RIM 18.94 16 RIM 18.42 ORIM 18.80 10 SDDI 8 SSCO 3 RIM 18.80 9 10 16 0- _ _ _ INV 16.0- _ _ INV12.92_6W _ _ _INV13.176_E_ _ _ _ - - - - - - - - - - - - - - - -INVU.0�15"E- - - INV 11.5212 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - 16 - - g INV 12.85 6"E INV 12.92 6"E INV 13.17 6"W INV 9.22 12"S �N13 6�151LW �p� Igpgg - - - - - - - INV 13.66 15"E ESDCB RSM 16 27 INV 13.42 15"W INV 15.67 6"W I PROJECT: 17017 a 6"SS INV 8.9718"E RIM 19.00 � < 32LF @ S=0.0050 INV 9.21 12"S INV 8.97 18"W " INV 13.42 15"NE F:\17projects\17017 Holly Sugar Industrial\Improvement �1r N -- T 2� FILE: plans\BUILDINGSH&I\Onsite\17017-05.1-UTILITY PLANI.dwg M SS STUB INV 9.50 18"W 12 13 22 Z INV 13.39 6"N 2 - - ULTIMATE RIGHT OF WAY - - - - - - - - - - - DATE: 1/28/2022 _ _ 5 �H OH OH •_• _ _• _ "" OHs_ OH OH OH E� OH OH OH O OH O OH O\H OH - OH -OI-r- ' OH OH- OH OH- OH --ehr Y71"� OH OH OH OH CD Cf) - - - - - - - - -m- - -/ DRAWN BY: LSF/MWK EXISTING RIGHT OF WAY \ �o o J 18"SD . - . - . .- . - . - - . - . • � SHEET TITLE: ARBOR AVENUE - - - 12„W UTILITY PLAN I 0 C) p 12"W 12 W o U NLLI N 0 Know what's below. _ o' 10' 20' 40' C111beforeyou dig. - - - - - - - - - - - - - - . - _ - - - - - - - -- -- - c5 ■ - SCALE: 1"=20' 1 UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1