CITY ENGINEER

MAYOR David Glass

COUNCIL MEMBERS Chris Albertson Teresa Barrett Mike Healy Dave King Gabe Kearney Kathy Miller

CITY MANAGER John C. Brown

DIRECTOR OF PUBLIC WORKS & UTILITIES Dan St. John F. ASCE

SIGNATURE DATE

ENGINEERING MANAGER

FIRE MARSHAL

PARKS

PLANNING

POLICE

UTILITY MANAGER

City of Petaluma, California

AIRPORT PAVEMENT MAINTENANCE RAMP CRACK SEAL

C61501705

LOCATION MAP SCALE: N.T.S.

RECORD PLAN

PROJECT SITE I

I ------------------------ HEREBY STATE THAT THESE RECORD PLAN CHANGES ARE COMPLETE FROM INFORMATION

FURNISHED BY THE PROJECT CONTRACTOR, SOILS ENGINEER AND MY OFFICE. I HEREBY STATE THAT TO THE BEST OF MY

KNOWLEDGE THE THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED PLANS. THE ENGINEER AND THE CITY WILL

NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT.

FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR

FUTURE WORK. ENGINEER'S SIGNATURE --------------------------------- DATE: ----------------

SHEET INDEX G1 COVER SHEET

G2 GENERAL NOTES, SHEET LAYOUT

G3 ABBREVIATIONS, SYMBOLS, REVISIONS

C1 PROJECT LIMITS PLAN VIEW, DETAIL

0 ALL PROJECT PLANS HAVE BEEN PREPARED AND REVIEWED TO

COMPLY WITH CURRENT AMERICANS WITH DISABILITIESACT(ADA)

REQUIREMENTS AND/OR THE CALIFORNIA BUILDING STANDARDS CODE

(CBSC).

0 THESE PROJECT PLANS CONTAIN ELEMENT(S) THAT ARE NOT

"TECHNICALLY FEASIBLE" AND/OR CAN'T MEET THE APPLICABLE CBSC BECAUSE IT WOULD CREATE AN "UNREASONABLE HARDSHIP." PLEASE SEE THE WRITTEN ANALYSIS SUPPORTING THIS DETERMINATION FILED UNDER THE PROJECT FILE.

~E~ BY: it -A-1,-(j,_ gf2/1z san;~E. C71239 I Senior Civil Engineer

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ABBREVIATIONS AB AGGREGATE BASE FM FIRE MAIN PCC PORTLAND CEMENT CONCRETE ABND ABANDONED FS FIRE SERVICE PE PERMANENT EASEMENT AC ASP HAL TIC CONCRETE FT FEET PL PROPERTY LINE ACP ASBESTOS CEMENT PIPE PSI POUNDS PER SQUARE INCH APPROX APPROXIMATE G GAS PVC POLYVINYL CHLORIDE APN ASSESSOR PARCEL NUMBER GA GAGE ARV AIR RELIEF VALVE GALV GALVANIZED R RADIUS

GB GRADE BREAK RC RELATIVE COMPACTION BFV BUTTERFLY VALVE GPM GALLONS PER MINUTE RCP REINFORCED CONCRETE PIPE BLDG BUILDING GV GATE VALVE REQD REQUIRED BM BENCHMARK ROW RIGHT -OF-WAY 80 BLOW OFF HOPE HIGH DENSITY POLYETHYLENE RPBP REDUCED PRESSURE ssw BACK OF SIDEWALK HWY HIGHWAY BACKFLOW PREVENTER

RW RECYCLED WATER CB CATCH BASIN 10 INSIDE DIAMETER CDF CONTROL DENSITY FILL IN INCH s SOUTH Cl CAST IRON INV INVERT SCH SCHEDULE CIPP CURED IN PLACE PIPE IRR IRRIGATION so STORM DRAIN CL CENTERLINE SDMH STORM DRAIN MANHOLE CLSM CONTROLLED LOW STRENGTH JP JOINT POLE SDR STANDARD DIMENSION RATIO

MATERIAL JT JOINT TRENCH SQFT SQUARE FEET CMP CORRUGATED METAL PIPE ss SANITARY SEWIER CONC CONCRETE L LENGTH SSMH SANITARY SEWIER MANHOLE co CLEAN OUT LAT LATERAL SST STAINLESS STEEL CTRL CONTROL LB POUND STA STATION CY CUBIC YARDS LF LINEAR FEET STD STANDARD

LG LIP OF GUTTER SW SIDEWALK Dl DROP INLET DIA DIAMETER MATL MATERIAL TC TOP OF CURB DIP DUCTILE IRON PIPE MAX MAXIMUM TCE TEMPORARY CONSTRUCTION DWG DRAWING MFG MANUFACTURER EASEMENT

MH MANHOLE TEL TELEPHONE E EAST MIN MINIMUM TP TOP OF PIPE EG EXISTING GRADE MISC MISCELLANEOUS TYP TYPICAL EL ELEVATION MJ MECHANICAL JOINT FITTING

ELEC ELECTRIC MON MONUMENT UG UNDERGROUND EP EDGE OF PAVEMENT UTIL UTILITY EX EXISTING N NORTH

NPT NATIONAL PIPE THREAD VCP VITRIFIED CLAY PIPE FC FACE OF CURB NTS NOT TO SCALE

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SYMBOLS

PROPOSED

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NO. DATE AIR RELIEF VALVE

BLOWOFF

FIRE HYDRANT

VALVE

ZONE VALVE

REDUCER

CLEAN OUT

MANHOLE

WATER METER

CATCH BASIN

CATCH BASIN WI GALLERY

INLET

END CAP

UTILITY POLE

UTILITY BOX

MONUMENT

ADDRESS

SEWER MAIN AND LATERAL

SEWER LATERAL TAP ACTIVE

SEWER LATERAL TAP CAPPED

WATER MAIN

STORM DRAIN

ELECTRIC CABLE

GAS MAIN

TELEPHONE CABLE

TV CABLE

STREET LIGHT AND CABLE

CONSTRUCTION SIGN

RIGHT OF WAY LINE PROJECT START

TO BE ABANDONED PROJECT END

TO BE REMOVED PROJECT CONTRACTOR

BORE LOCATION CONTRACTOR'S SUPER.

UTILITY CONT.

UTILITY CONT.

UTILITY CONT.

SEWER PIPE, MH, CO

STORM DRAIN PIPE, INLET

WATER PIPE, VALVES, HDY.

PROJECT MANAGER

PROJECT INSPECTOR

OTHER

REDORD DRAWING REFERENCE

DESCRIPTION BY

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GENERAL NOTES

1.

2.

3.

4.

CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES BY POT-HOLING OR OTHER DIRECT INSPECTION METHOD PRIOR TO COMMENCING WORK.

THE CONTRACTOR SHALL REPLACE THE SEWER MAIN AND LATERALS PRIOR TO INSTALLATION OF THE NEW WATER MAIN.

UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THE PLANS AND MUST BE LOCATED BY THE CONTRACTOR PRIOR START OF PROPOSED WORK.

ALL FRAMES AND COVERS MUST BE ADJUSTED TO FINISH GRADE WITHIN 2 DAYS AFTER FINAL PAVING.

5. THE CONTRACTOR SHALL NOTE ALL APPROVED FIELD CHANGES AND OTHER OCCURRENCES AND SUBMIT A FULL SIZE COMPLETE CONSTRUCTION "RECORD DRAWING" SET NOTED AND DATED ON THE DRAWINGS TO THE PROJECT ENGINEER PRIOR TO ACCEPTANCE OF THE WORK.

6.

7.

B.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL MATERIAL AND WORKMANSHIP FULLY CONFORMS TO THE SPECIFICATIONS, STANDARDS AND ORDINANCES OF THE CITY OF PETALUMA.

ALL EROSION AND SEDIMENT CONTROL MATERIALS AND METHODS SHALL COMPLY WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN FRANCISCO BAY REGION, EROSION AND SEDIMENT CONTROL MANUAL..

THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AND VERIFY UTILITY MARKINGS PRIOR TO ANY EXCAVATION. 1-ll00-227-2600

SURVEY CONTROL DATA

1. THESE PLANS WERE PREPARED USING COMPUTER ASSISTED, AERIAL PHOTOGRAMETRIC MAPPING. THE MERIDIAN AND GRID IS BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE II, NAD 1983.

2. VERTICAL DATUM: NAVD 1988.

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TERMINAL BUILDING

DIG-OUT ASPHALT PAVEMENT REPAIR 6 INCHES MINIMUM OR MATCH EXISTING WHICHEVER IS GREATER

DIG-OUT ASPHALT PAVEMENT REPAIR N.T.S.

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