IMPROVEMENTPLANSFOR DONAHUE, BOYCE,...

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~ CITY OF SANTA ROSA ~ IMPROVEMENTPLANSFOR

DONAHUE, BOYCE, DECKER & PETALU HILL

SEWER AND WATER MAIN IMPROVEMENTS

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 811 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 THE 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 CITY ENGINEER.

4. THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY 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.

5. 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.

6. THE CONTRACTOR SHALL ONLY REMOVE EXISTING TREES OR SHRUBS AS NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

7. 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 ENGINEERING. ALL DAMAGED RAISED PAVEMENT (NON-REFLECTIVE) MARKERS MUST BE CERAMIC.

8. 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.

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

PROJECT START:

PROJECT END: GEN. CONTRACTOR:

SUPERINTENDENT:

UNDERGROUND CONTRACTOR: FOREMAN:

SEWER PIPE TYPE:

MANUFACTURER:

SEWER FITIINGS MANUFACTURER:

M.H MANUFACTURER: WATER PIPE TYPE:

MANUFAGIURER:

WATER VALVE MANUFACTURER:

WATER FITIINGS MANUFACTURER:

RECORD PLAN DATA WATER SERYICE TYPE: MANUFACTURER: FIRE HYDRANT TYPE: MANUFACTURER: INSPECTOR· CONSTRUCTION MANAGER: RECORD PLANS BY:

ADDITIONAL INFO:

CONTRACT No. C02003

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arrrn!l~l,l,\~ DONAHUE ST. BOYCE ST AND DECKER ST

>-3: PRO~ECTI LOCATION

PETALUMA HILL RP

LOCATION MAPS

NO SCALE

NO SCALE

INDEX TO SHEETS 1. COVER SHEET 2. LEGEND, ABBREVIATIONS & CONTROL POINT DIAGRAM 3. DONAHUE STREET PLAN AND PROFILE 4. BOYCE STREET PLAN AND PROFILE 5. DECKER STREET PLAN AND PROFILE 6. PETALUMA HILL ROAD PLAN AND PROFILE- STA: 1 +00 TO STA: 6+00 7. PETALUMA HILL ROAD PLAN AND PROFILE- STA: 6+00 TO 10+00 8. CROSS SECTIONS - DONAHUE STREET AND DECKER STREET 9. CROSS SECTIONS - BOYCE STREET 1 0. PEDESTRIAN RAMPS 11. PEDESTRIAN RAMPS 12. PEDESTRIAN RAMPS 13. PEDESTRIAN RAMPS 14. CURB RETURN PROFILES 15. CURB RETURN PROFILES 16. STRIPING AND PAVING PLAN

FINAL PAY ITEM:

ROADWAY EXCAVATION 753 CY

SHEET LOCATION MAPS SCALE: 1 "=200'

BEFORE EXCAVATING CALL U.S.A.

CML DESIGN CONSULTANTS, INC. UNDERGROUND SERVICE ALERT

811 TWO WORKING DAYS BEFORE ALL

PLANNED WORK OPERATIONS 2200 Range Avenue, SuHe 204 Santa Roea, CA 95403 (707) 542-4820

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ABBREVIATIONS AB AC ACP ADA

ARCH ARV AWG BC BCR BLDG 80 BOC BSL BSW BRYCE

BRVCS

BVCE

BVCS

CATV CB CBC CMU CIP CL CLR ClAP co COMB CONC COR CR C&G CVG DCD DEPT DET DIP DWY E EC ECR EG ELECT EL ENG EP EQ ETW EVCE

EVCS

EX F FC FES FF

NO SCALE

AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE AMERICANS WITH DISIBIUTIES ACT ARCHITECTURAL AIR RELEASE VALVE AMERICAN WIRE GAUGE BEGIN CURVE BEGIN CURB RETURN BUILDING BLOW-OFF BACK OF CURB BUILDING SETBACK UNE BACK OF SIDEWALK BEGIN REVERSE VERTICAL CURVE ELEVATION BEGIN REVERSE VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION CABLE TV SERVICE CATCH BASIN CAUFORNIA BUILDING CODE CONCRETE MASONARY UNIT CAST IRON PIPE CLASS OR CONTROL LINE CLEARANCE CORRUGATED METAL PIPE CLEAN OUT COMBINATION CONCRETE CORRIDOR CURB RETURN CURB AND GUTTER CONCRETE VALLEY GUTTER DOUBLE CHECK DETECTOR DEPARTMENT DETAIL DUCTILE IRON PIPE DRIVEWAY EAST END CURVE END CURB RETURN EXISTING GROUND ELECTRICAL ELEVATION ENGINEERING EDGE OF PAVEMENT EQUIVILENT EDGE OF TRAVEL WAY END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EXISTING FIRE WATERUNE FACE OF CURB FLARED END SECTION FINISHED FLOOR

FND MON. PT 150

EL 143.65

FG FH FL FND Foe GA GALV GB GV H/C HOPE HP IFO IG IRR INV L LAT LF LL LN LP LS LT M MAX MB ME

MIL MIN MON NEC NSBB oc OG OS p PC PCC POE PERF PG PGE PH PKWY PL PLNTR pp PRC PRO PSSE Psv.E PT PTDF PUE PVC PVI PVT R

FINISH GRADE FIRE HYDRANT FLOW UNE FOUND FACE OF CURB GAUGE GALVANIZED GRADE BREAK GATE VALVE HANDICAP HIGH DENSITY POLYETHYLENE HIGH POINT IN FAVOR OF INVERT GRADE IRRIGATION SERVICE INVERT LENGTH OR LEFT LATERAL UNEAR FEET LOT UNE LANE LOW POINT LANDSCAPE LEFT METER MAXIMUM MAIL BOX PUBUC UllUTY MAINTENANCE ACCESS EASEMENT MILUMETER MINIMUM STANDARD CITY MONUMENT NATIONAL ELECTRICAL CODE NUTRIENT SEPARATING BAFFLE BOX ON CENTER ORIGINAL GROUND OFFSITE POLE POINT OF CURVATURE PORTLAND CEMENT CONCRETE PRIVATE DRAINAGE EASEMENT PERFORATED PAVEMENT GRADE OVERHEAD ELECTRIC UNE POTHOLE PARKWAY PROPERTY UNE PLANTER POWER POLE POINT OF REVERSE CURVE PROFILE PUBUC SANITARY SEWER EASEMENT PRIVATE SIDEWALK EASEMENT POINT OF TANGENCY OR POINT PRESSURE TREATED DOUGLAS FIR PUBLIC UTIUTY EASEMENT POL YVINYLCHLORIDE PIPE POINT OF VERTICAL INTERSECTION PRIVATE RADIUS OR RIGHT

FND MON. PT #51

\ EL 143.66

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FND MON. PT /11

EL 144.01

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FN 1" DISK~ T 155 EL 44.98

\----DE-CKER ST~EET

- 154.98'

\ \

PK NAIL PT #2 EL 145.83

\ NB4"02'43 7---~ 0\

RAD RET RPBP

RC RCP RP R&R RSP RT RW RWL s SCWA so SDAD SDCB SDCO SOD I SDE

SDFD SDMH SDPI SDYI SHT SIM SQIN ss ssco SSE

RADIAL RETAINING REDUCED PRESSURE BACKFLOW PREVENTER RELATIVE COMPACTION REINFORCED CONCRETE PIPE RADIUS POINT REMOVE AND REPLACE REVISED STANDARD PLAN RIGHT RIGHT OF WAY RECLAIMED WATERUNE SLOPE SONOMA COUNTY WATER AGENCY STORM DRAIN STORM DRAIN AREA DRAIN STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STROM DRAIN DROP INLET PUBUC STORM DRAIN EASEMENT STORM DRAIN FIELD DRAIN STORM DRAIN MANHOLE STORM DRAIN POND INLET STORM DRAIN YARD INLET SHEET SIMILAR SQUARE INCHES SANITARY SEWER SANITARY SEWER CLEANOUT PUBUC SANITARY SEWER EASEMENT

SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE SS LAT SANITARY SEWER LATERAL ST STREET STA STATION STD STANDARD SW SIDEWALK SWE SIDEWALK EASEMENT T OVERHEAD TELEPHONE UNE TB TOP OF BOX TC TOP OF CURB TEL TELEPHONE TEMP TEMPORARY TF TOP OF FOOTING TG TOP OF GRATE Tl TRAFFIC INDEX TRANS TRANSFORMER TSR TENSILE STRENGTH RATIO TW TOP OF WALL TYP TYPICAL UTIL UTILITIES VG VALLEY GUTTER VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE W or WL WATER UNE WLE PUBUC WA TERUNE EASEMENT WM WATER METER WO WHITE OAK WS WATER SERVICE WWM WELDED WIRE MESH WY WAY

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EL 144.97

FND MON. PT #6

EL 144.74

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CUT "X" PT 15

EL 146.21 \

\ EL 146.04

\ FND 2" DISK PT #1188

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PT #1403 EL 14 7:.:.00.:----.

--1--NB4"03'05"E -

zss.soaoYCE STREET --

CON I ROL POINT DIAGRAM DONAHUE STREET, BOYCE STREET & DECKER STREET

PK NAIL PT l4 EL 148.31

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tFND :~IKE PT #89 EL 153.59

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PK NAIL PT 15 EL 153.68

~FNDPK NAIL PT #1 EL 153.43

FND MON.

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PT #2 EL 152.84 \

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FND MON. PT #61 EL 151.73

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PK NAIL PT l4

EL 151.21

FND IP PT #724

EL 152.08

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FLOWER AV~E---

- \ \ CONTROL POINT DIAGRAM

PETALUMA HILL ROAD CITY BENCHMARK POINT TABLE

Point # Elevation Northing Easting

1 144.01 1923287.550 6353844.610

2 145.83 1923335.072 6353980.792

3 146.21 1923142.499 6354063.110

4 148.31 1922999.474 6354173.172

5 146.04 1923025.968 6354011.617

6 144.74 1922999.126 6353874.831

7 145.32 1923127.547 6353851.406

8 144.27 1923269.110 6353815.658

9 144.97 1923010.896 6353907.325

50* 143.65 1923518.626 6353879.456

51* 143.66 1923493.044 6353893.932

52* 148.43 1922760.445 6354308.204

53* 144.63 1923304.087 6353955.077

55 144.98 1923332.532 6353939.364

1188 145.38 1923025.552 6353990.187

1403 147.00 1922984.289 6354067.447

*CONTROL LINE POINT

PK NAIL PT #3 EL 151.55

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CITY BENCHMARK POINT TABLE Point # Elevation Northing

1 153.43 1917952.239

2 152.84 1917633.636

3 151.55 1917340.999

4 151.21 1917250.424

5 153.68 1918057.494

60* 153.06 1917908.997

61* 151.73 1917544.333

66 153.93 1918055.210

67 153.94 1918062.799

89 153.59 1917992.753

724 152.08 1917430.879

*CONTROL LINE POINT

LEGEND

WATER MAIN, GATE VALVE, FIRE HYDRANT, BLOWOFF SERVICES & WELLS

WATER MAIN

SANITARY SEWER

STORM DRAIN, MANHOLE & CATCH BASIN

PEDESTRIAN RAMP

CURB, GUTTER & SIDEWALK·

POTHOLE LOCAllON ·

ELECTRICAL. VAULT, BOXES, STREET LIGHT & JOINT POLE

OVERHEAD UllUllES

GAS UNE AND VALVE

TELEPHONE, VAULT, BOXES & MANHOLE

CURB GUTTER, AND SIDEWALK

MAIL BOX

STREET MONUMENT

FLOWUNE

FENCE

APPROXIMATE RIGHT-OF-WAY

APPROXIMATE LOT LINE ·

CONTOURS (1' INTERVAL)

STREET SIGN

TREE

Easting

6358368.926

6358456.653

6358660.734

6358405.481

6358397.383

6358359.357

6358523.822

6358353.494

6358333.827

6358242.675

6358530.006

EXISTING

CML DESIQN CONSULTANTS, INC. 2200 Range Avenue, Suite 204 Santa Rosa, CA 95403 (707) 542-4820

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SS LAT STD 513

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CURB RAMPS SIMILAR TO CAL TRANS STD PLAN RSP ABBA, CASE A, B OR C.

SEE SHEETS 1D-13 FOR DETAILS

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UNDERGROUND SERVICE ALERT 811

TVI/0 WORKING DAYS BEFORE ALL PLANNED WORK OPERATIONS

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CONTRACT NO. C02003

SHEET 2 OF 16

FILE NO. 2018-0041

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CQN$1 HUCJJON NOTES:

~ INSTALL 8" SANITARY SEWER MAIN PER '-.:!!../ CITY STDS.

REMOVE EXISTING SANITARY SEWER MAIN/LATERAL WHERE ENCOUNTERED DURING EXCAVA'IlON FOR NEW SEWER. ABANDON PER CITY STD 507 WHERE EXISTING SEWER EXTENDS BEYOND EXCAVA'IlON UMITS.

INSTALL 6" PVC SANITARY SEWER LATERAL PER CITY STD 513-A. REMOVE OR ABANDON EXIS'IlNG LATERAL PER CITY STD 507.

STA 4+51±-11.51'L 'llE INTO EX PVC 8" SS STUB, IG 139.8± CONTRACTOR TO VERIFY IN FIELD.

@ INSTALL 48" SSMH PER CITY STD 500.

rsi2"' INSTALL TRAFFIC RATED G5 CLEANOUT BOX ~ WITH SURFACE GRADE CONCRETE COLLAR.

~ STA 3+11.9 DONAHUE ST. = STA 3+34.8 ~ DECKER ST.

155

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r"fi2" STA 6+39.14 DONAHUE ST. ~ STA 4+75.66 ~ BOYCE ST. ---- --r-----

HQO _ --J'---·~FND MON. PT #51=

STA 1+00 DONAHUE ST.

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2+50 3+00

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145.83 3+08.93

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STRIPING AND PAVING • \ / I PLAN, SHEET 16 / I

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PLAN SEE SHEET 4 HORZ. 1" = 20'

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CQNS I RUCTION NOTES• "5i" INSTALL 8" SANITARY SEWER MAIN PER ~ CITY SlDS.

® ® ®

REMOVE EXISTING SANITARY SEWER MAIN WHERE ENCOUNTERED DURING EXCAVATION FOR NEW SEWER. ABANDON PER CITY SlD 507 WHERE EXISTING SEWER EXTENDS BEYOND EXCAVATION UMITS.

INSTALL 6" PVC SANITARY SEWER LATERAL PER CITY SlD 513-A. REMOVE OR ABANDON EXISTING LATERAL PER CITY SlD 507.

INSTALL 48" SSMH PER CITY SlD 500.

REMOVE CO TO 3' BELOW GRADE.

PLUG OPENING AT SANITARY SEWER MANHOLE WITH CONCRETE. PROVIDE SMOOTH FINISH ON INTERIOR WALL OR MANHOLE. SEAL PER CITY SlDS.

~11 SWEEP LATERAL AS NEEDED FOR ~ CLEARANCE.

INSTALL TRAFFIC RATED G5 CLEANOUT BOX WITH SURF ACE GRADE CONCRETE COLLAR.

CONNECT EX S5-LA T TO NEW SSMH.

~ PLUG EXISTING SANITARY SEWER MAIN AND ~ ABANDON PER CITY SlD 507.

~ REPLACE PORTION OF EX SIDEWALK DRAIN ~ DAMAGED BY WORK.

ABANDON EX WATER SERVICE WITH FULL CIRCLE CLAMP UNDER AUTHORIZED CITY INSPECTION.

INSTALL 1" WATER SERVICE PER CITY SlD B63A PLUMBED FOR 5/B X 3/4 METER. SERVICES SHALL BE POL YCOA TEO COPPER AND INSTALLED BY OPEN TRENCH.

"\Yii' 1" HOT TAP ON EXISTING MAIN BY CITY ~ FORCES.

"iYii" INSTALL TRAFFIC RATED CHRISTY BOX & '-.!!l!-1 COVER PER CITY SlD 884.

"R2' STA 6+39.14 DONAHUE ST. = STA 4+75.66 ~ BOYCE ST.

rR3' PROTECT AND PRESERVE CITY MONUMENT ~ PER GENERAL NOTE 4, SHEET 1.

ADJUST EXISTING VALVE BOX TO GRADE.

REMOVE AND REPLACE EXISTING CONCRETE VALLEY GUTTER PER CITY SlD 243.

tJU2:' CONCRETE VALLEY GUTTER PER CITY ~ SlD 243.

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1+50

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POTHOLE DATA AC THICKNESS DEPTH TO UTIL. UTILITY

4' 28" 6" SS LAT (ACP)

4" 311' 6" SS LA T (ACP) 37" 6" SS LAT (ACP)

4" 27" 2" GAS (STEEL)

28S 2" GAS (STEEL) 4" 34" 2" GAS (STEEL)

37" 6" SS LA T (ACP) 6" 24" 1/2" GAS (HOPE)

32" 6" SS LAT (PVC) 4" 43" 6" WATER (ACP)

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PROFILE

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CML DESIGN CONSULTANTS, INC. 2200 Range Avenue, Suite 204 Santa Rosa, CA 95403 (707} 542-4820

~ 010-091-007

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CONTRACT NO. en C02003 w

SHEET 4 OF 16 ~ FILE NO. 2018-0041 iS

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CONS I RUCTION NOTES:

INSTAll 6" PVC SANITARY SE'AER LATERAL PER CITY SlD @ 513-A. REMOVE OR ABANDON EXISTING lATERAL PER CITY

SlD 507.

@ REMOVE AND REPLACE EX SSMH PER CITY SlD 500.

@ REMOVE AND REPLACE SS MAIN.

@ REMOVE AND REPLACE CO PER CITY SlD 505.

@ REMOVE EXISTING SE'AER LATERAL CLEANOUT

@ INSTAll 8" DIP WATER MAIN PER CITY SlDS.

INSTAll 1" WATER SERVICE PER CITY SlD 863A PLUMBED @ FOR 5/8 X 3/4 METER. SERVICES ON DECKER SHAll BE

POL YCOA TED COPPER AND INSTALLED BY OPEN TRENCH.

@ INSTAll 8"GATE VALVE PER CITY SlD 877.

UPON SATISFACTORY COMPLETION OF WATER MAIN TESTING, @ MAKE WATER MAIN TIE IN AS A SINGLE OPERATION UNDER

AUTHORIZED CITY INSPECTION.

~ INSTAll TEMPORARY BLOW OFF PER CITY SlD 859.

@ RESTRAIN All JOINTS PER CITY STANDARDS.

INSTAll CUT-IN TEE AND flTTINGS AS REQUIRED PER CITY STANDARDS.

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INSTALL 48" SSMH PER CITY STANDARD 500.

REMOVE ANO REPLACE SS MAIN.

~ SWEEP LATERAL AS NEEDED FOR ~ CLEARANCE.

~2 INSTALL TRAFFIC RATED G5 CLEANOUT BOX ~ WITH SURFACE GRADE CONCRETE COLLAR.

PROVIDE 18" MINIMUM SEPARAllON BETWEEN LATERALS.

REMOVE EXISllNG SEWER LATERAL CLENOUT.

CONTRACTOR TO VERIFY ALL SEWER SERVICES. INACllVE LATERALS SHALL BE ABANDONED AND CLEANOUT REMOVED PER CITY STANDARDS.

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1. DETECTABLE WARNING SURFACE PER CALTRANS REVISED STANDARD PLAN RSP A88A, AND CBC 11B-705.1. FOR CURB RAMPS WITHIN THE DETURK AREA, DETECTABLE WARNING SURFACE COLOR SHALL BE RED. FOR CUR RAMPS ADJACENT TO PETALUMA HILL ROAD, DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW.

2. SIDEWALK WEAKENED PLANES, SCORE MARKS AND EXPANSION JOINTS PER CITY STD 235.

3. ALL CURB RAMPS SIMILAR TO CAL TRANS PLAN RSP A88A, CASE A, B OR C (PER PLAN), AND SHALL BE IN CONFORMANCE WITH APPUCABLE PROVISIONS OF THE 2016 CAUFORNIA CODE OF REGULATIONS TITLE 24 STANDARDS (CBC) AND THE 2010 AMERICANS WITH DISABIUTY ACT (ADA) STANDARDS.

4. RETAINING CURBS SHALL BE 6" WIDE, SIMILAR TO CITY STANDARD 242 TYPE A, AND TOPS SHALL MATCH EXISTING GROUND ELEVATION AT THE BACK OF SIDEWALK UNLESS OTHERWISE NOTED OR DIRECTED.

5. BACK OF SIDEWALK OR BACK OF CURB SHALL MATCH EXISTING BACK OF SIDEWALK FOOTPRINT.

6. SEE SHEET 16 FOR PROPOSED PAVEMENT STRIPING.

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...____, SEE CURB RETURN PROFILE 14, SHEET 15 SCALE: 1"=5'

CURB RAMP NOlES

1. DETECTABLE WARNING SURFACE PER CALTRANS REVISED STANDARD PLAN RSP ABBA, AND CBC 11B-705.1. FOR CURB RAMPS WITHIN THE DETURK AREA, DETECTABLE WARNING SURFACE COLOR SHALL BE RED. FOR CUR RAMPS ADJACENT TO PETALUMA HILL ROAD, DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW.

2. SIDEWALK WEAKENED PLANES, SCORE MARKS AND EXPANSION JOINTS PER CITY STD 235 .

3. ALL CURB RAMPS SIMILAR TO CAL TRANS PLAN RSP ABBA, CASE A, B OR C (PER PLAN), AND SHALL BE IN CONFORMANCE WITH APPLICABLE PROVISIONS OF THE 2016 CALIFORNIA CODE OF REGULATIONS TITLE 24 STANDARDS (CBC) AND THE 2010 AMERICANS WITH DISABILITY ACT (ADA) STANDARDS.

4. RETAINING CURBS SHALL BE 6" WIDE, SIMILAR TO CITY STANDARD 242 TYPE A, AND TOPS SHALL MATCH EXISTING GROUND ELEVATION AT THE BACK OF SIDEWALK UNLESS OTHERWISE NOTED OR DIRECTED.


6. SEE SHEET 16 FOR PROPOSED PAVIEMENT STRIPING.

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CURB RAMP NOTES

1. DETECTABLE WARNING SURFACE PER CALTRANS REVISED STANDARD PLAN RSP ABBA, AND CBC 11B-705.1. FOR CURB RAMPS WITHIN THE DETURK AREA, DETECTABLE WARNING SURFACE COLOR SHALL BE RED. FOR CUR RAMPS ADJACENT TO PETALUMA HILL ROAD, DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW.

2. SIDEWALK WEAKENED PLANES, SCORE MARKS AND EXPANSION JOINTS PER CITY STD 235.

3. ALL CURB RAMPS SIMILAR TO CAL TRANS PLAN RSP A88A, CASE A, B OR C (PER PLAN), AND SHALL BE IN CONFORMANCE WITH APPLICABLE PROVISIONS OF THE 2016 CALIFORNIA CODE OF REGULATIONS TITLE 24 STANDARDS (CBC) AND THE 2010 AMERICANS WITH DISABILITY ACT (ADA) STANDARDS.

4. RETAINING CURBS SHALL BE 6" WIDE, SIMILAR TO CITY STANDARD 242 TYPE A, AND TOPS SHALL MATCH EXISTING GROUND ELEVATION AT THE BACK OF SIDEWALK UNLESS OTHERWISE NOTED OR DIRECTED •


6. SEE SHEET 16 FOR PROPOSED PAVIEMENT STRIPING.

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~ ~ CITY OF SANTA ROSA NO SCALE

z !::::1 8 DONAHUE, BOYCE, DECKER & 9 ~ g ~ PETALUMA HILL

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DATE: FEBRUARY 20, 2019

CHK BY:DDD

NUlN> ~ 0 8 ~ SEWER AND WATER MAIN IMPROVEMENTS APPROVED: Deputy Director- Engineering

I ..., 0J z iJk:.. g a; 9 CURB RETURN PROFILES By ~ Datelfj,J'&4P,'f ::'::: LORI URBANEK REVISION NO. DATE

)ONAHUE, BOYCE, DECKER & PETALUMA HILL SEWER AND WATER MAIN IMPROVEMENTS CITY CONTRACT NO. C02003 f

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Design /Const Survey TPW Field Svc's Utilities QQ.'s Traffic Storm Water

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BY I D~. Sjg_nature Date

1-

0 40 100 ,.... __ 1111111!

SCALE•

2+00

I

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ROADWAY RECONS1RUC110N PER TYPICAL SECTIONS THIS SHEET.

[1I:ili1~]}[_t;~;j PERMANENT 1RENCH PAVING PER CITY SlD 215.

~·· ~~ ~ ~- ~ ~ SAWCUT UNE, TYP.

DONAHUE S I REET 4+00

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S I RIPING AND PA SCALE: 1" • 40'

7+00

CON$1 AUCTION NOIES•

®

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REMOVE AND REPLACE/INSTALL DOUBLE CENTERUNE W/ (2) YELLOW NON-REFLECllVE RAISED PAVEMENT MARKERS 0 4' 0/C AND (2) YELLOW REFLECTIVE 0 20' 0 /C.

REMOVE AND REPLACE/INSTALL 8" WIDE WliiTE THERMOPLASTIC CHANNELIZING LINE SIM TO CAL 1RANS SlD PLAN A20D DETAIL 38 W/ WliiTE NON-REFLECTIVE RAISED PAVEMENT MARKERS 0 4' 0/C AND CLEAR REFLECTIVE RAISED PAVEMENT MARKERS 0 12' 0/C.

REMOVE AND REPLACE TWO-WAY LEFT TURN LANE.

INSTALL THERMOPLASTIC TYPE IV ARROW MARKING PER CAL 1RANS SlD PLAN A24A.

REMOVE AND REPLACE 12" WIDE THERMOPLASTIC STOP BAR.

BEGIN SlRIPE WITH REFLECTIVE RAISED PAVEMENT MARKER(S).

REMOVE AND REPLACE ROADSIDE SIGN.

REMOVE AND REPLACE WliiTE THERMOPLASTIC CONTINENTAL CROSSWALK 12' WIDE PER CAL1RANS SlD PLAN A24F.

REMOVE AND REPLACE 6" WliiTE THERMOPLASTIC BROKEN UNE - 4' UNE, 8' SPACE - 95' MINIMUM TOTAL LENGTH.

REMOVE AND REPLACE 6" WliiTE THERMOPLASTIC SOUD UNE.

REMOVE AND REPLACE 4" WliiTE THERMOPLASTIC SOUD UNE.

REMOVE AND REPLACE THERMOPLASTIC 'BIKE"MARKING PER CAL1RANS SlD PLAN A24D.

REMOVE AND REPLACE THERMOPLASTIC '\.ANE" MARKING PER CAL 1RANS SlD PLAN A24D.

REMOVE AND REPLACE THERMOPLASTIC BIKE LANE SYMBOL WITH PERSON MARKING PER CAL 1RANS SlD PLAN A24C.

REMOVE AND REPLACE THERMOPLASTIC BIKE LANE ARROW MARKING PER CAL1RANS SlD PLAN A24A.

>-:::>

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2' ... 2'

EX. &

/CURB RAMP ....J_ 1.5% MAX.

FULL DEPTH

CURB AND GUTTER RECONSTRUCTION NO SCALE

LG VARIES, 16'± TO 18'± VARIES, 16'± TO 18'±

r-O.;)::r AC BASE

FABRIC

ROADWAY TYPICAL SECTION

0.35' Ac---.. BASE

(NA llVE SOIL)

BOYCE STREET AND DECKER STREET NTS

LG

r-'CONIFOI'tM AC TO NEW OR EX. UP OF GUTTER AS APPUCABLE, TYP.

'--ASf'HAIL 1 CONCRETE BASE

NOTES: 1. SUBGRADE STABIUZATION LOCAllONS ARE NOT SHOWN ON THE PLANS. EXACT LOCAllONS SHALL BE MARKED

IN THE FlELD BY THE ENGINEER AI'TER ROADWAY EXCAVATION IS COMPLETE. 2. ASPHALT CONCRETE BASE USED FOR SUBGRADE STABIUZATION SHALL BE PLACED AND COMPACTED PRIOR TO

PLACING THE PRIMARY ASPHALT CONCRETE BASE COURSE.

NOTES:

SUBGRADE STABILIZATION ROADWAY RECONSTRUCTION AREA

NTS

SEE CITY SPECIFlCA llON EGll SECTION J9A FOR TEMPORARY I

1RENCH PAVING - --------------

· .... •· < TRENCH> BACKFILL · ........ 90ll;. RC

1. 1RENCH EXCAVATION AND BACKFlLL SHALL CONFORM TO THE REQUIREMENTS OF CITY SlD 215.

PERMANENT TRENCH PAVING ROADWAY RECONSTRUCTION AREA

NTS

CML DESIGN CONSULTANTS, INC.

BEFORE EXCAVATING CALL U.S.A


TWO WORKING DAYS BEFORE ALL PLANNED WORK OPERATIONS 2200 Range Avenue, Suite 204

Santa Roea, CA 95403 (707) 542-4820

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CONTRACT NO.

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SHEET 16 OF 16

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