GENERAL NOTES: 1. ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF

SANTA ROSA STANDARD PLANS, THE CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, THE SPECIAL PROVISIONS FOR THIS PROJECT AND THE STATE STANDARD SPECIFICATIONS AND STANDARD PLANS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT.

2. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 NO LESS THAN 2 WORKING DAYS PRIOR TO ANY EXCAVATION FOR MARK OUTS OF

EXISTING UNDERGROUND FACILITIES IN ACCORDANCE WITH SECTION 8-1.10 OF THE

SPECIAL PROVISIONS.

3. THE LOCATIONS OF UNDERGROUND UTILITIES AND OTHER OBSTACLES SHOWN ON THE

PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL

POTHOLE AND DETERMINE THE EXACT LOCATION OF ALL POTENTIAL CONFLICTS IN

ACCORDANCE WITH U.S.A. LAWS AND THESE SPECIAL PROVISIONS AND THE STANDARD SPECIFICATIONS. IF ANY UNMARKED UTILITIES ARE ENCOUNTERED, OR IF UNABLE TO LOCATE A MARKED UTILITY AFTER POT HOLING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THAT UTILITY AND THE ENGINEER.

4. ALL SEWER MANHOLES, MAINLINE CLEANOUTS AND WATER VALVES THAT ARE ON

ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO GRADE WITHIN 48 HOURS OF PAVING.

5. THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN ACCORDANCE WITH CITY STANDARD 280.

6. OVERHEAD UTILITY SERVICE DROPS ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF LIMITED CLEARANCES

UNDER OVERHEAD UTILITY LINES AND LOW HANGING TREE BRANCHES. THE

CONTRACTOR'S TRUCKS AND EXCAVATION EQUIPMENT SHALL BE SIZED SO THAT

OVERHEAD WIRES AND TREE BRANCHES ARE NOT DAMAGED.

7. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AS GENERATED AND AT NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL AT THE WORK SITE.

8. THE CONTRACTOR SHALL ONLY REMOVE EXISTING TREES OR SHRUBS AS NOTED ON

THE PLANS OR AS DIRECTED BY THE ENGINEER.

9. FOR CLARITY OF EXISTING SUBSURFACE CONDITIONS, NOT ALL CROSSWALKS, STOP

BARS, OR EXISTING PAVEMENT MARKINGS ARE SHOWN ON THE PLANS. TRAFFIC

STRIPES, RAISED PAVEMENT MARKERS AND PAVEMENT MARKINGS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED PER CITY OF SANTA ROSA TRAFFIC STANDARDS PART Ill, TRAFFIC MARKINGS. PATCHING OF DAMAGED MARKINGS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL DAMAGED RAISED PAVEMENT (NON-REFLECTIVE) MARKERS MUST BE CERAMIC.

PROJECT START: PROJECT END:

GEN. CONTRACTOR:

SUPERINTENDENT:

UNDERGROUND CONTRACTOR: FOREMAN:

SEWER PIPE TYPE:

MANUFACTURER:

SEWER FITTINGS MANUFACTURER:

M.H MANUFACTURER: WATER PIPE TYPE: MANUFACTURER·

WATER VALVE MANUFACIURER:

WATER FITTINGS MANUFACTURER:

RECORD PLAN DATA WATER SERVICE lYPE: MANUFACTURER:

FIRE HYDRANT TYPE:

MANUFACTURER:

INSPECIOR: CONSTRUCTION MANAGER· RECORD PLANS BY:

ADDITIONAL INFO:

---- ·--·----·--------------- -------·--

� CITY OF SANTA ROSA y

IMPROVEMENT PLANS FOR

FOLEY AVE SE

PROVE ENTS

CONTRACT No. C00468 SANTA ROSA JUNIOR COLLEGE

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SANTA ROSA HIGH SCHOOL >-0::: 0 :;;? er:: <(

LOCATION MAP NOT TO SCALE

INDEX TO SHEETS Sheet No. Title

1. Cover Sheet

2. Legend, Details & Survey

3. Layout Plan and Profile - Sta 0+00 to 6+87.06 4. Cross Sections

BEFORE EXCAVATING CALL U.S.A.

UNDERGROUND SERVICE ALERT 800-642-2444

TWO WORKING DAYS BEFORE ALL PLANNED WORK OPERATIONS

FINAL PAY QUANTITIES ROADWAY EXCAVATION 1017 CY

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CONTRACT NO. C00468

SHEET SHT 1 OF 4 FILE NO. 2012-0036

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PROJECT CONSTRA�NTS 1. WHERE A WATER SERVICE INTERUPTION Will CAUSE A FINANCIAL HARDSHIP TO A BUSINESS,

THE CONTRACTOR SHALL SCHEDULE THE INTER\JPTION OUTSIDE THE BUSINESSES OPERA TING HOURS OR PROVIDE AN ALTERNATE SUPPLY DURING THE PERIOD OF SERVICE INTERUPTION.

2. CONTRACTOR SHALL NOT INTERUPT SEWER SER\�CE AT ANY TIME.

ABBREVIATIONS AC ACP

APN ARV

BC

BFP BRC BSW BVC CB C&G CL

CMP co CONG CR DET

DI DWY

EC

EFC ELEC ELEV

EP

ASPHALT CONCRETE ASBESTOS CEMENT PIPE ASSESSORS PARCEL NUMBER AIR RELIEF VAL VE

BEGIN CURVE BACK FLOW PREVENTER

BEGIN REVERSE CURVE BACK OF SIDEWALK BEGIN VERTICAL CURVE CATCH BASIN CURB & GUTTER CENTERLINE

CORRUGATED METAL PIPE CLEANOUT CONCRETE CURB RETURN DETECTOR

DROP INLET DRIVEWAY

END CURVE EAST FACE OF CURB ELECTRIC ELEVATION S EDGE OF PAVEMENT

EVC END VERTICAL CURVE EX, (E) EXISTING

FBG FC FG

FEET BELOW GRADE

FACE OF CURB

FINISHED GRADE

FL FLOW LINE FLG

FSW

FLOW LINE OF GUTTER FRONT OF SIDEWALK

CONFORM AC TO (E) LIP OF GUTTER, TYP.

STABILIZATION FABRIC

LG

GAS GB

IC IG

LF

LG LT

PED PVI PRV RCP R&R RT SD SDMH SS SSMH ssco STL STD

IB TC TEL

TOP TS TYP UG VLT WM ws

GAS PIPE GRADE BREAK

INTERCONNECT INVERT GRADE

LINEAR FEET UP OF GUTTER LEFT PEDESTRIAN POINT OF VERTICAL INTERSECTION PRESSURE REDUCING VAL VE REINFORCED CONCRETE PIPE REMOVE & REPLACE RIGHT STORM DRAIN STORM DRAIN MANHOLE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STER PIPE STANDARD

TOP OF BANK TOP OF CURB TELEPHONE TOP OF PIPE TRAFFIC SJGNAL TYPICAL UNDERGROUND VAULT

WATER MAIN WATER SER\llCE

WTR,W WATER

WIDTH VARIES

TYPICAL SECTION ROADWAY f!ECQNSTAUCTION NOT TO SCALE

LG

1 1/4'

· A,,-.

·�·.

A · ,, ,,

AC SWALE DETAIL

SURVEY CONTROL POINT TABl_E POJNT # NORTHING EASTING ELEVATION DESCRIPTION 3 40 41 42 43 44 45 46

-·

x 19Z7284.24..l 6353607.250 1 46.39 CHISELED X 6353147.803 . -

" 1926923.410 141.72 IRON PIPE

8 1927118.212 6353592.621 H6.28 NAIL AND SHINER

x 1927344.291 --,.:> .v�� 140.o" CHISELED X x 1927329.548 6353359'482 143.37 CHISUED )(

x 1927106.857 6353093.219 140.56 CHISELED X 8 1927 323. 603 6353521.484 145.30 PK NAIL

8 1927082.193 6353486.617 145.26 PK NAIL

BASIS OF BEARING CHY OF SANTA ROSA COORDINATES - D 279 THROUGH D 273. THESE WERE DETERMINED BY THE LEVEL RUN PROM BENCHMARK C 64 THROUGH GP 3

DESCRIPTION : CLEVELAND AVE., 65 FT N. OF FOLEY, 3" CITY DISK ON .NE CORNER OF CATCH BASIN E/S OF CLEVELAND.-ELEV. 146. 90

_J FRANCIS ST AND BRIGGS AVE., CITY DISK IN WELL MONUMENT AT CL INTERSECTION. -ELEV. 1 39 . 56

SURVEY CONTROL POINTS

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r

FRANCES ST

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AC SURFACE 4• THIGKNESS

. _...,._AGGREGATE BASE 4" MINIMUM

SUBGRADE

NOTES:

_/ 0.33' DEPTH L;:;;�����·'-.J1"""--PLACE STABILIZATION

VARYING

SUBGRADE STABILIZATION

FABRIC AND TYPE A 3/4" COURSE GRADED A.C.

1. SUBGRADE STABILIZATION REPAIR LOCATIONS ARE NOT SHOWN ON PLAN SHEETS. EXACT LOCA 110NS SHALL BE MARKED IN THE FIELD SY THE ENGINEER.

2. SUBGRADE STABILIZATION SHALL BE PERFORMED AFTER ROADWAY EXCAVATION IS COMPLETE AND PRIOR TO PLACING OF TiiE A.C. BASE COURSE.

AB SASE SUBGRAOE STABIUZA TION

NOT TO SCALE

MATCH EXISTING UP OF GUTIER AT NOR.rH END - ELEVATION 140.16 AND TIE INTO EXISTING VALLEY GUTTER ON SOU1li END AT 139.91

DESCRIPTION

WATER MAIN, PERMANENT BLOWOFF, TEE, GATE VALVE, CROSS ANO BENO

FIRE HYDRANT & SERVICE ASSEMBLY

SINGLE WATER SERVICE (SEE PLANS FOR SIZE)

WATER MAIN, GATE VALVE, CROSS, & ELBOW

TEMPORARY BLOWOFF, REDUCER, AND TIE-IN

IRRIGATION CONTROL VALVE BOX & SERVICE

SEWER MAIN, MANHOLE & CLEAN OUT

SEWER LATERAL & CLEANOUT

STORM DRAIN, MANHOLE & CATCH BASIN

END CAP OR PLUG

GAS MAIN & GAS SERVICE & GAS VALVE

ELECTRICAL MH I TELEPHONE MH

ELECTRICAL

PACIFIC BELL TELEPHONE PULL BOX/VAULT

STREETLIGHT/ELECTRICAL CONDUIT & BOXES

TRAFFIC SIGNAL PULL BOX

STREET LIGHT & TRAFFIC SIGNAL

JOINT POLE AND GUY ANCHOR

OVERHEAD UTILITIES

SURVEY CONTROL POINT & SURVEY MONUMENT

STREET stGN & STREET ADDRESS

FENCE & PARKING METER

SECTION

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LEGEND EXISTING

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· 24" MIN. PIPE BEDDING MATERIAL SHALL NOT PASS THROUGH TRENCH DAM

,41.-""- �l-!i---J���" FORM WORK INILL BE REQUIRED

NEW

I gp-w4w / �-85·7���

Std. 663 & 889 -@------

GV �Std. 877 I I/

3" BO -W--1---! )!;Std. 8:59

SSMH Std. 505 Std. 500 co ea���,.._-18���-

• Std. 513 � E---w-

ROADWAY STRUCTURAL SECTICN

PIPE BEDDING MATERIAL

UNDISTURBED EARTH

I', ' -, 'pl,AN:'"'

MINIMUM 15" TYPICAL EACH SIDE

TRENCH ·CONTAINMENT CUTOFF DETAIL (A\ NOT TO SCALE W

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REW MATERi.M.LS 135 l!'OLEY AV£ APN 012-01:!4-0t 1

lriv.137.25

REW MAT£RIALS PAR.T OF 135 F'OlE:Y AVE,

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148

146

144

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140

138

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CONSTRUCTION NOTES ® INSTALL 6" SANITARY SEWER BACKFILL TRENCH PER CJ1Y STD. 215. AC TRENCH

PATCH THICKNESS TO SiE 0.45'.

@ INSTALL SANITARY SEWER PER STANDARD 215 \\llTHIN RECONSTRUCT.

@INSTALL SANITARY SEIVER PER STANDARD 215 \\llTHIN CONTAMINATED SOIL

RECONSTRUCT AREA. ® INSTALL 48" MANHOLE PER CITY SID-500.

® INSTALL SANITARY SEWER LATERAL PER CITY STD-513A.

@ INSTALL SANITARY SEWER LATERAL PER CITY STD-513A. STUB OUT AT BACK OF. SIDEWALK FOR FUTURE CONNECTION.

® INSTALL 60" MANHOLE PER CITY STD. 500

@ REMOVE EXISTING SANITARY SEWER MAINLINE CLEANOUT, INCLUDING RISER PIPE AND SWEEP. ® INSTALL BACKWATER CHECK VALVE PER CITY SID 527

@ INSTALL 8" SANITAR Y SEWER MAINLINE CLEANOUT PER CITY STD. 505

@ REMOVE EXISTING SANITARY SEWER MANHOLE. """;. Vi I 'l, ..

I . ...., .. (.)> � ' m � ABANDON EXISTING SANlT ARY SEIVER. . � ·f{? • @ REMOVE AND REPLACE SANITARY SEWER UNTIL EXISTING IS NOT �THIN J 8 -i::1 ,9

THE SAME TRENCH. .� ith , @ CONSTRUCT TRENCH coNTAINMENT DAM SEE DETAIL I c © I" .� �-. rn E @ INSTALL 1" HOPE WATER SERVICE ON EXISTING WATER MAIN PER CITY STD. 863A I 'ii) l£' 3:: ;t:: ..._ -� B • '':::i 0.. :;:; p 0 ..... OUTSIDE OF SOIL CONTAMINATION AREA. HOT TAP BY CITY FORCES. i (j) I- :'.) i= 0.. � INSTALL RESTRAINED B" SERVICE TO BE STUBBED OUT 6" BEYOND SiACK OF SIDEWALK( INSTALL BLOW - OFF SIMILAf� TO CITY S1Do 881

1

� INSTALL 1" PLASTIC COATED COPPER WATER SERVICE ON EXISTING WATER MAIN

� PER CITY STD. 863- \\llTHIN SOil CONTAMINATION AREA. HOT TAP SY CITY FORCES.

� INSTALL 1 1 /2" PLASTIC COATED COPPER WATER SERVICE ON EXISTING WATER MAIN

'!!:::Y PER CITY STD. 8638- WiTHIN SOIL CONTAMINATION AREA. HOT TAP BY CITY FORCES. ® REMOVE EXISTING WATER SERVICE SADDLE AND INSTALL FULL CIRCLE CLAMP.

UNDER AUTHORIZED CITY INSPECTION.

® REMOVE AND SALVAGE EXISTING HYDRANT PER CITY STD. RETURN TO CITY CORP YARD.

®CUT IN 8" TEE AND INSTALL 6" COMBINATION WATER SERVICE STUB, INCLUDING

COMMERCIAL HYDRANT, PER CITY sro. 869. HYDRANT CHECK VALVE Will NEED

TO BE SLOTTED. @ CUT IN 6" TEE AND INSTALL 6" COMBINATION WATER SERVICE STUB WITH NO

HYDRANT.

® ®

CUT IN 8" TEE & INSTALL COMMERCIAL FIRE HYDRANT PER CITY SID. 857

RECERTIFY BACKFLOW DEVICE, SEE SPECIFICATIONS FOR APPROVED UST OF TESTERS. ®REMOVE EXISTING TEE, GATE VALVE 8e LATERAL CUT IN NEW BX8X6" TEE.

INSTALL 6" GATE VALVE AND WATER SERVICE AND TIE IN TO EXISTING UNDER

AUTHORIZED CITY INSPECTION.

® INSTALL 8" GATE VALVE.

® INSTALL THERMOPLASTIC CROSSWALK.

® INSTAlL THERMOPLASTIC "STOP" LEGEND.

@ CONSTRUCT AC SWALE AT END OF RECONSTRUCT TO DRl\IN TO SOUTH

FROM FLOWUNE OF GUTTER TO FLOWIJNE OF CONCRETE VALLEY GUTTER.

AC SWALE TO BE 3.5' WIDE, 1' �DE AT BOTTOM, ANO 4"THICK AT ALL AREAS. DEPTH OF SWALE VARIES , STRAIGHT GRADE FROM NORTH TO SOUTH. SEE DETAIL, SHEET 2. ® INSTALL 2 RED TYPE "N" (CA) SIGNS l'llTH 1 (Y/31) SIGN CENTERED

AT THE WEST END OF FOLEY ST. INSTALL SIGNS ON GAlVANIZED STEEL POLES.

ORDER OF WORK

UTILITY POTHOLING

INSTALL ALL WATER SYSTEM COMPONENTS PRIOR TO BEGINNING SEWER WORK.

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