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LEGEND ■ PROPOSED MANHOLE AND COVER PER DETAILS 5 AND 6 ON SHEET 8 \ • 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 . C7.1 3428 Brookside Road NV 16.084"W 4"SS - - - - - - - i - - - - - - - 4"SS - - Stockton,California 95219 2"SSFM S=0.0016 @ 70LF PERF S=0.0016 @ 70LF 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 _.0 �� I S-0.0016 @ 70LF PERF 1 JJ� - - - 4"SS - - - - - - - �4'SM2"SSFM SS PROPOSED PERFORATED PIPE S=0.0016 @ 70LF PERF I \ � � 4"SSjV�6 LF0000 47LF @ S=0.0000 PERF \ I S=0.0016 @ 70LF PERF SSFM PROPOSED SANITARY SEWER FORCE MAIN - - - - - - - - - - 4"SS � SD PROPOSED STORM DRAIN LINE S=0.0016 @ 70LF PERF � \ � � 4"SS Q�OF ESS/0 - - - - - - - - - - - - - - - - - - S=0.0016@70LFPERF �� SC - - - - - - - - - - - - - - - - - PROPOSED WATER LINE FS PROPOSED FIRE SERVICE LINE 00 LO p9p o \ FH PROPOSED FIRE HYDRANT LINE P. 09/3 /23 CD 9 LEI: KEY NOTES UF CAO� J SDAD 1 DATE SIGNED: 09/13/22 26 RIM 15.72 O FIRE HYDRANT PER DETAIL 1 ON SHEET C7.1 INV 12.67 6"S O4"WATER METER AND BACKFLOW PREVENTER PER C.O.T. SDMH 4 7 SDMH 3 SDDI 1 16 STANDARD PLAN 404&406 SDMH 5 7 RIM 16.73 RIM 16.26 O SEE FIRE SPRINKLER PLANS FOR CONTINUATION RIM 16.85 7 RIM 16.73 .92 INV 12.6618"W INV 12.44 24"W INV 13.07 12"SW INV 12.92 15"W M o INV 13.07 15"E INV 12.92 18"E INV 12.66 24 E O Y INV 12.44 24"E 40 SEE PLUMBING PLANS FOR CONTINUATION INV 12.92 12"S INV 12.66 12"S N o EO INV 12.44 12"SE INV 13.07 6"N 49LF S=0.0015 N C 99LF @ S=0.0015 222LF @ S=0.0015 @ � - 0 10"DOUBLE CHECK DETECTOR BACKFLOW PREVENTION 15"SD 18"SD -."SD 24"SD 24"SD 5 ASSEMBLY PER DETAIL 18 ON SHEET C7.0 SDDI 4 15 97LF @ S=0.0015 174LF @ S=0.0015 SANITARY SEWER PUMP STATION WITH FLOW METER RIM 16.22 INV 13.28 12"S 7 SDMH 2 O PER DETAIL 2 ON SHEET C7.2.SEE DETAIL FOR PUMP SIZING INV 13.28 12"NE .,p� RIM 16.72 6��F 18'S� INFORMATION 5 INV 12.59 24"W @ S, INV 12.59 24"E O00 24 O STORM DRAIN MANHOLE AND COVER PER DETAIL 5&6 ON 10 INV 12.59 18"E SD 6 SHEET C7.1 10 10 INV 12.59 6"N 16 RIM 16.16 24 O SANITARY SEWER CLEANOUT PER DETAIL 17 ON SHEET C7.0 INV 12.68 18"SE18 10TH 10"FHINV S� 10"FH 0 10"FS SDAD 2 10 Op?� 15 SDDI 2 O GATE VALVE AND VALVE BOX PER DETAIL 9 ON SHEET C7.1 0 N ® 0 26 RIM 13.29 RIM 15.48 CD INV 12.65 12"NW ® ® CD o INV 12.75 6"SW 10 THRUST BLOCK PER DETAIL 4 ON SHEET C7.1 O Cn� n Ua 9 1 @) � ® SDWYE 1 60L�@ \ 11 FIRE DEPARTMENT CONNECTION PER DETAIL 3 ON SHEET C7.1 INV 12.70 18"S M co S=0.0050 12 2" IRRIGATION METER AND BACKFLOW PREVENTER PER INV 12.70 18"NW INV 12.70 6"NE DETAIL 7 ON SHEET C7.1 13 IRRIGATION POINT OF CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION 14 CONNECT TO EXISTING 12"FIRE HYDRANT LOOP 15 12"X12"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 SDTD 1 SDTD 1 1j8 = RIM 15.83 RIM 15.83 ZA, 16 24"X24"DRAIN INLET PER DETAIL 15 ON SHEET C7.0 INV 13.07 12"N INV 12.8112"N SO 0075 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 L22 2"BACKFLOW PREVENTER PER DETAIL 7 ON SHEET C7.1 BUILDINGS H& LU A- LU23 4X4X4 TEE WITH 2-1/2"REDUCERS ON NORTH AND EAST LEGS HOLLY COMMERCE CENTER 0) 24 WATER CROSSING PER DETAIL 11 ON SHEET C7.1 1 910 7 SDMH 6 Z 6"SS LATERAL TO FIRE PUMP ROOM FLOOR DRAIN.TEST FLOW RIM 17.67 21tF 12"SQ 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 0 0 0 0 0 0 0 0 INV 12.97 18"NW SDDI 11 Q 9375 SUGAR RD PROPERTY INV 12.97 12"E RIM 17.56 26 AREA DRAIN PER DETAIL 10 ON SHEET C7.1 TRACY, CA 95304 U) INV 13.13 12" Z_ - LINE � � �� - � _ _�-�- �i �.� �� Ao ~ 27 CURB-O-LET PER DETAIL 13 ON SHEET C7.1 !. O O O co CD CDCD SSWYE 6 MILESTONES: o C) 0 5 INV 16.32 6"W (n � II INV 16.32 6"s 0 UTILITY CONSTRUCTION NOTES 28 JANUARY 2022 � LI_ � � INV 16.32 6"E BUILDING DEPARTMENT SUBMITTAL J CV U_ 1 `O Q0 v 29LF @ SSCO 6 8 Cl) 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF N v S=0.0050 INV 16.33 6"W THIS CONTRACT SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN 8 25 RIM 1 7 9.98 6"SS ri COUNTY STANDARD SPECIFICATIONS(LATEST EDITION)AND THE BUILDING H NIM 16.47 6"E 6 SS CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD 0 0 0 0 0 0 0 02LF @S=0.0050 SPECIFICATIONS(LATEST EDITION). 0"FS 10 11 O EXISTING UTILITIES (V O CD O 1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A REVISIONS: SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD 08-I I-22 `lCD J MAPS OBTAINED FORM UTILITY COMPANIES. PC I CORRECTIONS LOO co 09-14-22 CD U_ Z� PC 2 CORRECTIONS 0o 0 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 UI 1) HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR @) UNDERGROUND FACILITIES PRIOR TO EXCAVATION. LL o J CD O° 3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF o I 0 0 0 0 0 0 0 UNDETECTED UNDERGROUND UTILITIES.ALSO,THE CONTRACTOR MUST SSWYE 5 ALLOW FOR CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT z INV 15.89 6"N FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS.THE a - - - INV 15.89 6"S CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS INV 15.89 6"W PRIOR TO CONSTRUCTION. SSCO 4 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE _j 1/2" RIM_18-..88 \_0_ PLANS ARE APPROXIMATE ONLY.ACTUAL LOCATIONS AND DEPTHS OF 4 8 SSCIO 5 INV 15.88 6 N u-i RIM 19.98 INV 15.88 6"S UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO U 4 g INV 6.04 6"E 6"SS CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 29LF @ 10 SSWYE 1 SSCO 1 0 SSCO 2 LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND CD INV 13.23 6"E RIM 19.98 SSWYE 2 SSWYE 3 RIM 19.97 4 O 0 S=0.0050 NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY.ANY DAMAGE BY INV 14.37 6"S SDPOC 1 O =1 SDDI 7 INV 13.23 6 W INV 13.44 6"S INV 13.31 6"E INV 14.26 6"E 4 RIM 17.92 THE CONTRACTOR TO EXISTING UTILITIES,WHETHER SHOWN ON THE � INV 13.23 6"S INV 13.31 6"W 0 INV 14.26 6"W 0 INV 19.42 6"S 16 INV 13.29 15" PLANS OR NOT,SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ILLI 6"SD o INV 13.29 15" REPAIR,AT HIS EXPENSE. � I SDDI 5 1 .31 6"N INV 14.26 6"N , o z RIM 17 60 00 ° � °' � INV 14. 5 12"N ' 4LF S=0.010 INV 13.29 12" DP 4 -SDPOC 3 0 I- OC 2 O U 6"SS IN 19.50 6"S 4 INV 19.41 6"S 4 SS INV 19.50 6"S 4 `n 0 N 26LF "SD 6"SD 22LF @ S=0.0050 6"SD o 15 1 z 15 =0.0050 = CURB-O-LET 1 pp0 11 LF 1 12LF S=0.0100 12LF S=0.0100 0 6 SD CURB-O-LET 3 \CURB-O-LET 2 27 INV 19.38 6"N SSWYE 4 15LF 6 Si INV 15.66 6"E @ 27 CURB-O-LET 4 27 INV 19.29 6"N 27 INV 19.38 6"N m S=0.0050 5LF INV 19.39 6'N INV 15.66 6"W 1 V S 0 �, �._ 11 - 1, _,/1' . �� - - '� i._ INV 15.66 6�r V) -SS 6"SS „ SS I - 3-0.0054 . 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 10"FH 10"FH 10"FH 23 SSPS 1 SEPTIC TANK 1(OUT) SEPTIC TANK 1(IN) 4W 112" o RIM 18.34 RIM 18.70 RIM 18.94 16 RIM 1817 6"E .80 9 10 16 ORIM 18.80 10 SDDI 8 SSCO 3 INV 16.08_2"N _ _ INV 12.92_6"W _ _ _INV13.- - - - - - - - - - - - - - - - - -INVU.0 15"E- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 - - 8 - - - - �W 13-61-- FW- STM fiJ.OrT 1ztM 9,C5 - - - - - - 1 INV 12.85 6"E INV 12.92 6"E INV 13.17 6"W �'� �" ��" �' �'� J 6' INV 13.66 15"E INV 13.42 15"W INV 15.67 6"W PROJECT: 17017 32LF @ S=0.0050 INV 13.42 15"N E i ALL WORK ASSOCIATED f:\17projects\17017 holly sugar industrial\improvement N � � � � � � � � � � � � � � � � � � � � FILE: plans\BUILDINGS H&I\Onsite\17017-05.1-UTILITY PLAN I.dwg SS STUB �� • • • • WITH BUILDING H SHALL BE z INV 13.39 6"N 2 • - • _ • - . . ULTIMATE RIGHT . WAY . - •� - - . _ -• _ - 12 • 13 22 _ - DATE: 9/13/2022 _ 5 - H OH OH _OH OH OH Or, _ �H OH -YR - U; er OH/-L OH O OH 01 -•OH 'OW- OH•- � � � � � � � � � OH OH OH OH � I PERFORMED UNDER C0 Z- - - - - RIM 15.o - N - - - - - - - - - - - - �' ESDc6 / DRAWN BY: LSF/MWK o O � �ES�DjXISTINGRIGHTOFWAY RIM 16.27 0 U_ BUILDING PERMIT #2202552 INV 9.21 12"S INV 9.3212 S SHEET TITLE: 0 0CB _ - RIM 18.42 - - - - ARBOR AVENUE � RIM 19oo - - - - 12W - - - - - UTILITY PLAN 0INV 11.52 12"N 0 0 12 W INV 9.22 12"S 12 W INV 9.55 12"S INV 8.9718"E - - - - - INV 9.5018"W - - - - - - - - - - --= o o 1114V O.U1 10 VV U NLIJ N 0 Know what's below. 0 _ _ _ _ _ _ _ _ ' 10' 20' 40' Call before you dig. - - - . - . _ - . - . - . - . - - - . . - SCALE: 1"=20' c5m 11 L - - K-A UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1