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DOMESTIC WATER CONSTRUCTION NOTES FIRE WATER CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES DRY UTILITIES CONSTRUCTION NOTES LEGEND W1 S1 INSTALL DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE PER CITY EXISTING SEWER MAIN TO REMAIN. NOTE: MEP SITE UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO MEP - CENTER LINE INSTALL 2" DOMESTIC WATER METER PER CITY OF MANTECA STANDARD 8OF MANTECA STANDARD DETAIL W-15 SEE DETAIL 8 ON SHEET C81DRAWINGS AND SPECS FOR MORE INFORMATION. SHOWN FOR DETAIL W-10, SEE DETAIL 6, ON SHEET C8.1. . . S2 EXISTING SEWER LATERAL TO REMAIN. COORDINATION PURPOSES ONLY. _ _ PROPERTY LINE 0 INSTALL 6" PVC C-900 CLASS 150 FIRE WATER LINE BEDDING AND ° INSTALL 1" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH F2 TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7 SEE DETAIL CONNECT TO EXISTING SEWER LATERAL. CONTRACTOR TO POTHOLE AND Z1 EXISTING GAS PIPE TO REMAIN. - - - EASEMENT LINE Q W2 CAGE AND 1" IRRIGATION WATER METER, PER CITY OF MANTECA 2, ON SHEET C8.1. VERIFY LOCATION OF EXISTING LATERAL PRIOR TO TRENCHING AND SEWER STANDARD DETAIL W-12, AND W-15. SEE DETAIL 7 & 8, ON SHEET C8.1. S3 INSTALLATION. IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER FOR APPROXIMATE LIMIT OF WORK LINE INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH F3 BUILDING POINT OF CONNECTION (5-FT FROM BUILDING FACE). REFER TO FURTHER DIRECTION. CONTRACTOR TO SCOPE EXISTING LINE TO VERIFY T W3 CAGE, PER CITY OF MANTECA STANDARD DETAIL W-15, SEE DETAIL 8, PLUMBING PLANS FOR CONTINUATION. CONDITION PRIOR TO TRENCHING AND SEWER INSTALLATION. W EXISTING WATER LINE ON SHEET C8.1. S4 INSTALL 4" SDR-35 PVC SEWER PIPE AT MINIMUM 1% SLOPE. SS EXISTING SANITARY SEWER LINE Y W4 INSTALL 1" PVC SCH. 80 IRRIGATION WATER LINE, BEDDING AND S5 TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7, SEE DETAIL INSTALL 6" SDR-35 PVC SEWER PIPE AT MINIMUM 1% SLOPE. G EXISTING GAS LINE 2, ON SHEET C8.1. S6 INSTALL SEWER CLEANOUT PER DETAIL 13, SHEET C8.0. E E EXISTING UNDERGROUND ELECTRICAL LINE BUILDING POINT OF CONNECTION (5-FT FROM BUILDING FACE). REFER TO ° W5 PLUMBING PLANS FOR CONTINUATION. S7 BUILDING POINT OF CONNECTION. REFER TO PLUMBING PLANS FOR T EXISTING UNDERGROUND TELECOMMUNICATIONS LINE CONTINUATION. Q) INSTALL 4" HOT / COLD WATER TO HOSE BIB IN TRASH ENCLOSURE. �D- EXISTING STORM DRAIN LINE W6 S8 INSTALL JENSEN PRECAST 1500 GAL. GREASE INTERCEPTOR. REFER TO ° REFER TO PLUMBING PLANS FOR MORE INFORMATION. REFER TO SHEET C8.0 FOR MORE INFORMATION. PLUMBING PLANS FOR MORE INFORMATION. W PROPOSED WATER LINE V) W7 Sg GREASE WASTE LINE POINT OF CONNECTION AT TRASH ENCLOSURE. F PROPOSED FIRE WATER LINE INSTALL BEND AND THRUST BLOCK PER CITY OF MANTECA STANDARD DETAIL W-4, SEE DETAIL 5, ON SHEET C8.1. INSTALL JENSEN PRECAST SAMPLE BOX. REFER TO PLUMBING PLANS FOR SS PROPOSED SANITARY SEWER LINE S10 MORE INFORMATION. o Wg INSTALL 2" SCH 80 PVC DOMESTIC WATER PIPE. BEDDING AND GW PROPOSED GREASE WASTE LINE co TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7, SEE DETAIL INSTALL DRAIN IN TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS o 2, ON SHEET C8.1. 9 FOR MORE INFORMATION. SD PROPOSED STORM DRAIN LINE � o W9 CONNECT TO EXISTING 6" WATER SERVICE. 1 INSTALL TEE, THURST BLOCKS AND VALVES PER CITY OF MANTECA E STANDARD DETAIL W-4, SEE DETAIL 5, ON SHEET C8.1. � Y � 0 STORM DRAIN CONSTRUCTION NOTES cl REFER TO SHEET C6.1 & C6.2 FOR MORE INFORMATION ON PROPOSED D1 SITE STORM DRAIN IMPROVEMENTS. 00 00 i Naz GENERAL NOTES o .N I N 1. THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. A TOPOGRAPHICAL AND UNDERGROUND SURVEY WILL 0 0 BE REQUIRED TO DETERMINE THE FINAL LOCATION OF ALL EXISTING AND PROPOSED UTILITY ROUTINGS. CN 2. COORDINATION WITH UTILITY PURVEYORS WILL BE REQUIRED TO DETERMINE FINAL LOCATION OF ALL PROPOSED CONNECTIONS TO PUBLIC o I I MAIN LINES. o 3. ALL DRY AND WET UTILITY CROSSING SHALL HAVE MIN. 12" VERTICAL CLEARANCE. 3 E I I I I N w - � U O O N a 9 U ❑❑❑❑ 0 Lill a— _a aa aa a 3a a a a — � 7 a j v� C EX. C SD AH BASIN 0- .�� T D1(7-7 Q I e co D1 � � D1 � � � � EX. STREET Q) o LIGHTS LINE o I cn EX. TEL. 0 o N COM. LINE U o - - - - - - - - D 1 IG c O 3 I SID SD SD SD SD SD SD 11 D1 INV 38.05 S6 S5 INV 37.19 S6 W7 I Z1 I e 3 - - - - - -- - RIM 41.00 1.35 SS SS 1.35% RIM 41.03 F1 N W9 a o 4S (IS- (IS (IS W3 W1 0 �• 1 n 38.30 INV IN S8 S oW2 \.__ S2 F �Al�a �Al�a s 38.05 INV OUT 0 N N o (/7 V) M M W W o 0 0 0 0 o 0 0 0 0 Q z � c� S10 ,n S6 W4 °•° EX. FH 0 o c� � w T S6 a S9 °� o � � z � S4 � W7 N Ln C14 SS� W F2 D � � Q S6 INV 39.1 ° S4 S7 INV 39.5 _ W W7 w O - Q r-----� -CHICKEN FINGERS i a ap � � � � � � � - - S11 _ F2 w E EX. WATER —y . . . . RAISING CANE'S � ° MAIN li i� , �' W5 PROTOTYPE 4E-HV - N , w`� > �' w o I I� 3,198 S.F. (BLDG) �� ` w 3 F w ii F3 165 S.F. (CORRAL) J z O C) � liq � W6 500 S.F. (PATIO) w 6 f �' W7' W7 D1 � � iil W � W W - W W E I L----------- �I M - L----- W8 ° - - ° Of a r,- N a a a a a a a a a a a a a a a a e e e e e e a a a a a x EX. STREET .� LIGHT AND 3LB v)IRE (TO BE EX. WATER METER N RELOCATED -� EX. SD MANHOLE ° U Q S2 c N V1 3Q > Q I N N c 0 Q C) N 3 N I I GRAPHIC SCALE IN FEET 0 10 20 40 ° E c E 1" = 20 ' ° o WHEN PRINTED AT FULL SIZE (24" X 36") o ISSUE DATE DESCRIPTION ENGINEERS SEAL >>� H O � Tn I� 8/10/2020 1ST SUBMITTAL Kimlorne CITY OF MANTECA Rte• CITY OF MANTECA GM �oQROFE�S/py9� y APPROVED BY: DIAL TWO WORKING DRAWN BY ��o�� P p��o�Fycy 765 THE CITY DRIVE, SUITE 200 e C ORANGE, CA 92868 BEFORE DAYS BEFORE JP (714)939-1030 CITY ENGINEER DATE CREN FlNaSR9 UTILITY PLAN C7 . 0 YOU DIG YOU DIG CHECKED BY * RCE N0. 86160 * PREPARED R THE DIRECT SUPERVISION OF: RCE # EXP TOLL FREE f 1-800-227-2600 TH 9�F c,v0 1 11 1311 E YOSEMITE AVE., A PUBLIC SERVICE BY of Cpl\FCi DATE: 8/9/2.02.0 MANTECA, CA 95336 UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO L CK, R.C.E. NO. 86160 EXP. 12/31/20