woodside school pathway phase 3 · idj.pa r i s i no. 44893 exp._____ 03/20 title sheet 1 t-1 town...

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042

1750 Bridgeway, Suite B208

Sausalito, CA 94965

(415) 649-6000

WOODSIDE SCHOOL PATHWAY PHASE 3

STATE OF CALIFORNIA

REGI

STER

EDPROFESSIONALENGINEER

C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

TITLE SHEET

1

T-1

TOWN OF WOODSIDE


PROJECT SITE

Two working days before you dig

TOLL FREE 1-800-227-2600

www.digalert.org

UNDERGROUND SERVICE ALERT

JANUARY 2019

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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STATE HIGHWAY 84

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MOUNTAIN WOOD

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MOUNTAIN HOME

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MOUNTAIN HOME

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MOUNTAIN HOME

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MIRAMONTES

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MIRAMONTES

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FOX HOLLOW

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FOX HOLLOW

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HACIENDAS

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AUDIFFRED

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LA QUESTA

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MANUELLA

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PROSPECT

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UNNAMED

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OUR HILL

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ROMERO

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CANADA

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CANADA

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CANADA

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CANADA

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CANADA

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CANADA

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BARDET

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MARTIN

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ALBION

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ALBION

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CEDAR

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DEAN

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WOODSIDE

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WOODSIDE RD

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CANADA RD

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ALBION AVE

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MOUNTAIN HOME RD

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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100% CONSTRUCTION DOCUMENTS

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1. ALL WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITIONS OF THE STANDARD PLANS AND SPECIFICATIONS, PROCEDURES MANUALS, ALL WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITIONS OF THE STANDARD PLANS AND SPECIFICATIONS, PROCEDURES MANUALS, AND ALL APPLICABLE REGULATIONS AND JURISDICTIONAL AGENCIES UNLESS OTHERWISE NOTED. 2. CONTRACTOR WILL MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES EXCEPT FOR THE PERIODS SPECIFICALLY ALLOWED BY THE ENGINEER. CONTRACTOR WILL MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES EXCEPT FOR THE PERIODS SPECIFICALLY ALLOWED BY THE ENGINEER. 3. POST INFORMATION SIGNS WARNING OF POTENTIAL TRAFFIC DELAYS AT LEAST 48 HOURS PRIOR TO ANY LANE CLOSURE. POST INFORMATION SIGNS WARNING OF POTENTIAL TRAFFIC DELAYS AT LEAST 48 HOURS PRIOR TO ANY LANE CLOSURE. 4. UTILITIES SHOWN ON THE PLAN ARE IN APPROXIMATE LOCATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OVERHEAD UTILITIES SHOWN ON THE PLAN ARE IN APPROXIMATE LOCATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OVERHEAD AND UNDERGROUND CLEARANCES WITH AFFECTED UTILITIES PRIOR TO START OF WORK. 5. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TOWN AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT. 6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS, AND OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS, AND OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND WORKER SAFETY IN ACCORDANCE WITH CALTRANS AND CAL-OSHA SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO START OF CONSTRUCTION. 7. IF ANY CULTURAL FEATURES OR ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING EXCAVATION WORK, ALL WORK WITHIN ONE HUNDRED IF ANY CULTURAL FEATURES OR ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING EXCAVATION WORK, ALL WORK WITHIN ONE HUNDRED FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY OR SOCIETY OF CALIFORNIA ARCHAEOLOGY TO RECOMMEND APPROPRIATE MITIGATION MEASURES. 8. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) ISSUED BY SAN MATEO COUNTYWIDE WATER THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) ISSUED BY SAN MATEO COUNTYWIDE WATER POLLUTION PREVENTION PROGRAM, AVAILABLE AT http://www.flowstobay.org/brochures 9. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A COMPLETE AND CURRENT COPY OF THE APPROVED PLAN ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A COMPLETE AND CURRENT COPY OF THE APPROVED PLAN ON THE JOB SITE AT ALL TIMES. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE TOWN ENGINEER. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE TOWN ENGINEER. 11. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND ALL OTHER EXISTING CONDITIONS WITH A THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND ALL OTHER EXISTING CONDITIONS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, GRADING, STRIPING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS, TRAFFIC CONTROLS AND HAZARDOUS CONDITIONS, 12. THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND ADEQUACY OF THE DESIGN CONTAINED HEREIN.THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND ADEQUACY OF THE DESIGN CONTAINED HEREIN.

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%%UINDEX OF SHEETS

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%%ULOCATION MAP

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NOT TO SCALE

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%%UAPPLICABLE CALTRANS STANDARDS DATED OCT 2015

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A24C - PAVEMENT MARKINGS SYMBOLS AND NUMERALS - PAVEMENT MARKINGS SYMBOLS AND NUMERALS PAVEMENT MARKINGS SYMBOLS AND NUMERALS A24F - PAVEMENT MARKINGS CROSSWALKS - PAVEMENT MARKINGS CROSSWALKS PAVEMENT MARKINGS CROSSWALKS A87A - CURBS AND DRIVEWAYS - CURBS AND DRIVEWAYS CURBS AND DRIVEWAYS A88A - CURB RAMP DETAILS - CURB RAMP DETAILS CURB RAMP DETAILS A88AB - CURB RAMP AND ISLAND PASSAGEWAY DETAILS - CURB RAMP AND ISLAND PASSAGEWAY DETAILS CURB RAMP AND ISLAND PASSAGEWAY DETAILS T9 - TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES- TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURESTRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES

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%%UABBREVIATIONS

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%%ULEGEND

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AB AGGREGATE BASE AGGREGATE BASE AC ASPHALT CONCRETE ASPHALT CONCRETE APPROX APPROXIMATE APPROXIMATE BC BEGIN HORIZONTAL CURVE BEGIN HORIZONTAL CURVE BOC BACK OF CURB BACK OF CURB Beg BEGIN BEGIN BOW BACK OF WALK BACK OF WALK C&G CURB AND GUTTER CURB AND GUTTER CB CATCH BASIN CATCH BASIN CONC. CONCRETE CONCRETE EC END HORIZONTAL CURVE END HORIZONTAL CURVE Elev ELEVATION ELEVATION EP EDGE OF PAVEMENT EDGE OF PAVEMENT Exist/(E) EXISTING EXISTING FL FLOW LINE FLOW LINE FOC FACE OF CURB FACE OF CURB FT FOOT/FEET FOOT/FEET GB GRADE BREAK GRADE BREAK HMA HOT MIX ASPHALT HOT MIX ASPHALT ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT LF LINEAR FEET LINEAR FEET Lt LEFT OF STATION LINE LEFT OF STATION LINE MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM NGS NATIONAL GEODETIC SURVEY NATIONAL GEODETIC SURVEY NTS NOT TO SCALE NOT TO SCALE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFF OFFSET OFFSET PED PEDESTRIAN PEDESTRIAN PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH R RADIUS RADIUS RRFB RECTANGULAR RAPID RECTANGULAR RAPID FLASHIGN BEACON R&R REMOVE AND REPLACE REMOVE AND REPLACE RC RELATIVE COMPACTION RELATIVE COMPACTION RD ROAD ROAD Reinf REINFORCEMENT REINFORCEMENT Ret RETAINING RETAINING R.O.W./ R/W RIGHT OF WAY RIGHT OF WAY Rt RIGHT OF STATION LINE RIGHT OF STATION LINE S SLOPE SLOPE SD STORM DRAIN STORM DRAIN Shld SHOULDER SHOULDER SS SANITARY SEWER SANITARY SEWER STA STATION STATION STD STANDARD STANDARD ST. STREET STREET SW SIDEWALK SIDEWALK TC TOP OF CURB TOP OF CURB Tot TOTAL TOTAL Typ TYPICAL TYPICAL Var VARIES VARIES WV WATER VALVE WATER VALVE W/ WITH WITH

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SYMBOL

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DESCRIPTION

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RIGHT OF WAY LINE

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CONTROL LINE

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STORM DRAIN LINE

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MH

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MAN HOLE

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WATER LINE

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WATER BACK FLOW PREVENTER

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WATER VALVE

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SIGN

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DETAIL REFERENCE NUMBER

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DETAIL REFERENCE DRAWING

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TREE

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PEDESTRIAN BEACON

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YIELD LINE

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X

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Y-Z

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WV

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%%UGENERAL NOTES

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DATE

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SEAN R. ROSE, TOWN ENGINEER

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DATE

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PROJECT MANAGER

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NTS

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%%UVICINITY MAP

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SHEET

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DRAWING

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DESCRIPTION

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1

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T-1

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TITLE SHEET

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2

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S-1

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SURVEY CONTROL

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3

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D-1

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DEMOLITION PLAN

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4

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D-2

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DEMOLITION PLAN

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5

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X-1

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TYPICAL SECTIONS

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6

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L-1

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LAYOUT PLAN

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7

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L-2

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LAYOUT PLAN

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8

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DP-1

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DRAINAGE PLAN

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9

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PD-1

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RRFB LAYOUT PLAN

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10

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ST-1

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SIGNAGE AND STRIPING PLAN

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11

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ST-2

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12

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TC-1

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TRAFFIC CONTROL PLAN

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13

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DT-1

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CONSTRUCTION DETAILS

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%%UAPPLICABLE CALTRANS STANDARDS DATED OCT 2018

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A20B - PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS - PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS A24G - PAVEMENT MARKINGAS YIELD LINES, LIMIT LINES, AND WRONG WAY DETAILS - PAVEMENT MARKINGAS YIELD LINES, LIMIT LINES, AND WRONG WAY DETAILS PAVEMENT MARKINGAS YIELD LINES, LIMIT LINES, AND WRONG WAY DETAILS A87B - HOT MIX ASPHALT DIKES - HOT MIX ASPHALT DIKES ES-7N - ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS DETAIL No. 2) - ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS DETAIL No. 2) ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS DETAIL No. 2) T13 - TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE - TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS

APN 072-190-120

3130 WOODSIDE RD.APN 072-162-090

WOODSIDE LIBRARY3140 WOODSIDE RD.

APN 072-162-100CHAPEL

APN 072-162-110

APN

072

-190

-130

WOODSIDEELEMENTARY

5+006+005+50

6+50 7+00 8+00 8+50 9+009+507+50

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

1" = 20'

SURVEY CONTROL

2

S-1

WOODSIDE

ELEMENTARY

SCHOOL

TO ALBION AVE.

POINT 1

POINT 2

TO CANADA RD

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48" OAK

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SIGN

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DI

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FL:381.63

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INV:377.5'

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SIGN

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SIGN

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SIGN

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WV

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SSMH

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48" OAK

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30" OAK

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36" OAK

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20" OAK

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48" OAK

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SIGN

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SIGN

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GATE

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TWIN 36" OAK

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FH

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GUY

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SSMH

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WBF

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X

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X

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X

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X

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X

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X

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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SIGN

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NGS BENCHMARK

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DISK IN 1'X1' CONCRETE

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ELEV: 381.67' MEASURED

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CROSSWALK

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36" OAK

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JP

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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CROSSWALK

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CONTROL/SIGN

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CROSSWALK

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CONTROL/SIGN

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DI

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12" OAK

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CONC.

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CONC.

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CONC.

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CB

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FL:381.64

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PBMH

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CB

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FL:382.29

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FL:381.47

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CB

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VAULT

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SIGN

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382

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382

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382

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382

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383

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383

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382

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382

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382

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381

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381

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ROCK RET. WALL

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4' RAIL FENCE

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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LANDSCAPED AREA

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EDGE OF PAVEMENT

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JP

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JP

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WV

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12"W

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12"W

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6"W

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12"W

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6"W

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4"W

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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%%ULEGEND

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EXISTING CONCRETE CURB

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CONTROL POINT

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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STATION/OFFSET

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POINT 1

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6608.161

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8611.017

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380.71

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TOP OF CURB, INSIDE FACE OF CORNER

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5+61.22, 29.43 Rt

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POINT 2

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6,755.1676502

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8,965.5328826

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381.67

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NGS BENCHMARK DISC IN 1'X1' CONCRETE

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9+45.05, 25.26 Rt

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%%USURVEY CONTROL POINT

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STA 9+50.00 N 6,780.410 E 8,960.720

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STA 4+75.00 N 6,603.199 E 8,520.015

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N 68° 05' 41" E

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%%UBENCHMARK

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VERTICAL ELEVATIONS ARE IN FEET. THE VERTICAL DATUM IS NAVD 88.

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SURVEY CONTROL POINT

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EXISTING PATH

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CALTRANS R.O.W.

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CALTRANS R.O.W.

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PLAN

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0

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0

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20'

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40'

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WOODSIDE ROAD

APN 072-190-140APN 072-190-120

CALTRANS R.O.W.

APN

072

-190

-130

WOODSIDEELEMENTARY

W

W

W

W

8+008+50

9+009+50

10+0010+50

SD

7+50

WOODSIDE ROAD

AHEAD

WOODSIDE FIRE STATIONAPN 072-190-150 3105 WOODSIDE RD.

APN 072-190-160

CALTRANS R.O.W.

10+5011+00 11+50 12+00 12+50 13+00 13+50

WOODSIDE ROAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

DEMOLITION PLAN

3

D-1

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DI

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FL:381.63

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INV:377.5'

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SIGN

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SIGN

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SIGN

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WV

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48" OAK

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30" OAK

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36" OAK

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20" OAK

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48" OAK

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SIGN

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SIGN

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GATE

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TWIN 36" OAK

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FH

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GUY

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SIGN

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36" OAK

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30" BAY

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(MULTI-TRUNK)

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WBF

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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EDGE OF PAVEMENT

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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SIGN

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STEEL GUARDPOST

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FOR OLD SURVEY

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BENCHMARK

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NGS BENCHMARK

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382

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382

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382

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383

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383

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382

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382

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382

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381

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381

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380

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JP

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WV

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12"W

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6"W

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12"W

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6"W

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4"W

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PROTECT IN PLACE FIRE HYDRANT

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PROTECT IN PLACE NGS BENCHMARK

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RESET OLD SURVEY BENCHMARK. CONTRACTOR TO CONTACT TOWN AND NGS FOR INFORMATION AND DIRECTION TO RESET MONUMENT

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PROTECT EXISTING TREE AND ROOTS

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PROTECT EXISTING CONCRETE PATH, CONFORM IMPROVEMENTS FLUSH WITH PATH

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PROTECT IN PLACE EXISTING WATER VALVE, RAISE TO GRADE

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PEDESTRIAN RAMPS AT DRIVEWAY PER DETAIL 3, SHEET DT-1 (TYP.)

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STA: 8+48.5

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STA: 9+05

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BEGIN STA: 7+49 11.0' RT

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SIGNS

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SIGN

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30" BAY

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(MULTI-TRUNK)

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JP

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SIGN

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WM

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WV

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WV

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30" CEDAR

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36" CEDAR

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(FORKED)

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GUY

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JP

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ON 18" STUMP

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30" OAK

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16" OAK

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24" OAK

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20" OAK

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20" OAK

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30" OAK

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24" OAK

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18" OAK

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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ASPHALT

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DRIVEWAY

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CONCRETE

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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DRINKING

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FOUNTAIN

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"MCBRYDE" PLAQUE

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SIGN

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SIGN

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POLE FOR

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DEFIBRILLATOR

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EMERGENCY

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SIGN

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SHOULDER STRIPE

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CENTERLINE STRIPE

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4' RAIL

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FENCE

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377

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378

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379

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380

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381

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380

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381

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379

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380

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379

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379

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36"

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12"W

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12"W

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4"W

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REMOVE LARGE ROCK

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RELOCATE WOODEN STUMP WITH "MCBRYDE" PLAQUE. SEE NOTE 4

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PROTECT IN PLACE EXISTING WATER VALVE

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EG TRAIL

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EG TRAIL

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APPROXIMATE EXISTING 4" 27B STRIPE

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END STA: 11+14 11.4' RT

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STA: 12+51

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STA: 12+72

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STA: 13+08

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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PLAN

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0

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0

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10'

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20'

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1"=10'

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MATCHLINE "A1" - SEE BELOW

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MATCHLINE "A1" - SEE ABOVE

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MATCHLINE "B1" - SEE SHEET D-2

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%%UNOTES

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1. REMOVE AND DISPOSE OF 21 TOTAL EXISTING TIMBER RAILROAD TIES PRIOR REMOVE AND DISPOSE OF 21 TOTAL EXISTING TIMBER RAILROAD TIES PRIOR TO CONSTRUCTION. SEE EXISTING PATHWAY DETAILS (SHEET X-1) FOR GENERAL LOCATION OF TIMBERS. 2. REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) AND SAWCUT AS SHOWN ON REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) AND SAWCUT AS SHOWN ON DETAIL ON SHEET X-1. 3. ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES SHALL BE PROTECTED IN PLACE. 4. SIGNS AND WOODEN STUMP TO BE RELOCATED SHALL BE DONE POST SIGNS AND WOODEN STUMP TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION PER DIRECTION OF CITY ENGINEER.

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PLAN

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%%ULEGEND

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SAWCUT AND REMOVE ASPHALT, AND EXCAVATE ALL MATERIAL WITHIN EXTENTS. PROTECT ALL TREES, TREE ROOTS, AND SURVEY BENCHMARKS SIGN TO BE REMOVED OR RELOCATED, SEE SIGNAGE AND STRIPING PLANS

APN 072-190-1703105 WOODSIDE RD.

CALTRANS R.O.W.

14+00 14+50 15+00 15+50 16+00 16+50

WOODSIDE ROAD

APN 072-190-170

CALTRANS R.O.W.

17+00 17+50 18+00 18+50

WOODSIDE ROAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

DEMOLITION PLAN

4

D-2

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PBMH

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VAULT

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24" OAK

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18" OAK

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20" OAK

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24" OAK

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20" OAK

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20" OAK

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18" OAK

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16" OAK

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24" OAK

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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30" OAK

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SIGN

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SIGN

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WV

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6" OAK

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12" OAK

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10" OAK

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SIGN

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LP

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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3' RAIL FENCES

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(SWALE)

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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GUARD RAIL

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DRY CREEK CL

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(ELEV: 356')

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STREET RIGHT OF WAY

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PER MAPS OF RECORD

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SIGN

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SIGN

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SHOULDER STRIPE

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CENTERLINE STRIPE

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SHOULDER STRIPE

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BIKE LANE

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6' WOOD FENCE

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366

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367

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368

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369

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370

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371

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372

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373

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374

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375

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376

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378

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377

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376

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375

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365

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366

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APPROXIMATE

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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DI FL:367.06 INV:364.1

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PROTECT IN PLACE EXISTING WOODEN SPLIT RAIL FENCE

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RELOCATE LARGE ROCK

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EG TRAIL

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EG TRAIL

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EG TRAIL

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PROTECT IN PLACE EXISTING WATER VALVE

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PROTECT EXISTING DRAIN INLET IN PLACE

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APPROXIMATE EXISTING 4" 27B STRIPE

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STA: 14+60 11.0' RT

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STA: 14+35

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STA: 14+60 13.0' RT

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STA: 15+56 20.8' RT

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STA: 15+61 21.3' RT

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STA: 14+60 13.0' RT

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TO

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FROM

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10" OAK

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6" OAK

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LP

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EV

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MH (UNK)

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6" OAK

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LP

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6" OAK

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FH

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WV

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WV

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WM

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HVE

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VAULT

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SIGN

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"STOP"

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MH (UNK)

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SSMH

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BOLLARDS

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3' RAIL FENCE

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CURB & GUTTER

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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RAISED BRICK/TILE PORCH

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FF CONC.

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SIGN

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STOP

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STOP

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(BOLLARDS ALONG PORCH NOT MEASURED)

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370

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369

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366

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366

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365

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366

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12"W

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12"W

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6"W

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12"W

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REMOVE EXISTING AC BERM

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REMOVE EXISTING AC BERM

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RAISE EXISTING WATER VALVE BOX TO GRADE

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STA: 17+68 10.0' RT

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STA: 17+80 10.5' RT

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END STA: 17+00 10.0' RT

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FOR ALL STRIPING AND SIGNAGE INFORMATION, SEE SIGNAGE AND STRIPING PLAN SHEETS ST-1 AND ST-2 (TYP.)

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=10'

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0

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0

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10'

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20'

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%%UNOTES

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1. REMOVE AND DISPOSE OF 21 TOTAL EXISTING TIMBER RAILROAD TIES PRIOR REMOVE AND DISPOSE OF 21 TOTAL EXISTING TIMBER RAILROAD TIES PRIOR TO CONSTRUCTION. SEE EXISTING PATHWAY DETAILS (SHEET X-1) FOR GENERAL LOCATION OF TIMBERS. 2. REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) AND SAWCUT AS SHOWN ON REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) AND SAWCUT AS SHOWN ON DETAIL ON SHEET X-1. 3. ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES SHALL BE PROTECTED IN PLACE. 4. SIGNS AND WOODEN STUMP TO BE RELOCATED SHALL BE DONE POST SIGNS AND WOODEN STUMP TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION PER DIRECTION OF CITY ENGINEER.

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PLAN

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MATCHLINE "C1" - SEE BELOW

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MATCHLINE "C1" - SEE ABOVE

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PLAN

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MATCHLINE "B1" - SEE ABOVE

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%%ULEGEND

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SAWCUT AND REMOVE ASPHALT, AND EXCAVATE ALL MATERIAL WITHIN EXTENTS. PROTECT ALL TREES, TREE ROOTS, AND SURVEY BENCHMARKS SIGN TO BE REMOVED OR RELOCATED, SEE SIGNAGE AND STRIPING PLANS

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

TYPICAL SECTIONS

5

X-1

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EXISTING PATHWAY - W/O FIRE STATION STA 7+50 TO 11+15

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EXISTING RAIL FENCE

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EXISTING TIMBER RAILROAD TIE

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EP

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EXISTING DETAIL 27B STRIPE

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WOODEN FENCE

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EXISTING UNPAVED PATH

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EXISTING PATHWAY - AT ROBERTS MARKET STA 15+75 TO 17+80

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EXISTING UNPAVED PATH

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LARGE SLOPE WITH SHRUBS AND ROOTS

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PROTECT IN PLACE EXISTING TREES AND SHRUBS ON HILL

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1.5% MAX

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5% MAX

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INSTALL TYPE A1-6 CURB W/6" CLASS 2 AB

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BOW

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SAWCUT

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FL

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EXISTING PATHWAY - E/O FIRE STATION STA 12+30 TO 14+75

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PATHWAY - W/O FIRE STATION

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PATHWAY - AT ROBERTS MARKET

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PATHWAY - E/O FIRE STATION (WITHOUT TREE ROOTS)

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EDGE BOARD AND STAKE

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PATHWAY - E/O FIRE STATION (WITH TREE ROOTS)

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DETAIL 27B STRIPE

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DETAIL 27B STRIPE

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1.5% MAX

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5% MAX

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INSTALL TYPE A1-6 CURB W/6" CLASS 2 AB

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BOW

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SAWCUT

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FL

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COMPACT STRUCTURAL SECTION OVER EXISTING EARTHEN SURFACE

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REMOVE RAILROAD TIES

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TYPE A1-6 CURB W/ 6" CLASS 2 AB

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BOW

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BOC

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FL

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SAWCUT

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EXISTING DETAIL 27B STIPE

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5% MAX

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1.5% MAX

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EXISTING RAIL FENCE OR FACE OF TREE

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EXISTING GUARDRAIL

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PROTECT IN PLACE EXISTING WOODEN FENCE

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EXISTING ASPHALT SECTION FOR GUARDRAIL SUPPORT

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FILL BEHIND EDGE BOARD AND GRADE AWAY FROM PATH

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EXISTING PATHWAY - ABOVE CULVERT STA 14+75 TO 15+75

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EXISTING GUARDRAIL

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EXISTING ASPHALT SECTION FOR GUARDRAIL SUPPORT

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PATHWAY - ABOVE CULVERT

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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REPLACE 4" DETAIL 27B STRIPE

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INSTALL, GRADE, AND COMPACT QUARRY FINE (DG) TO 92% RC

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2:1 (H:V)

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R/W

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R/W

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INSTALL 6" CONCRETE VERTICAL CURB PER CALTRANS A87A TYPE A3-6 CURB

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SAWCUT ASPHALT AT 2:1 (H:V) SLOPE

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1.5% MAX

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1.5% MAX

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0.5' FROM EX FENCE

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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NTS

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6" - HMA 18" - CLASS 2 AB - 92% RC 4" - SCARIFY & RECOMPACT Exist MATERIAL TO 95% RC

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6" - QUARRY FINES (DG) 6" - CLASS 1 DRAIN ROCK 12" - SCARIFY & RECOMPACT Exist MATERIAL TO 95% RC

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TYPICAL STRUCTURAL SECTIONS

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%%UABBREVIATIONS

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AB AGGREGATE BASE AGGREGATE BASE BOC BACK OF CURB BACK OF CURB BOW BACK OF WALK BACK OF WALK E/O EAST OF EAST OF EP EDGE OF PAVEMENT EDGE OF PAVEMENT HMA HOT MIX ASPHALT HOT MIX ASPHALT MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NTS NOT TO SCALE NOT TO SCALE RC RELATIVE COMPACTION RELATIVE COMPACTION ROW RIGHT OF WAY RIGHT OF WAY STA STATION STATION Typ TYPICAL TYPICAL Var VARIES VARIES W/O WEST OFWEST OF

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%%UNOTES

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1. THE INTENT OF THE WOODSIDE SCHOOL PATHWAY IS THE INTENT OF THE WOODSIDE SCHOOL PATHWAY IS TO MAINTAIN ALL EXISTING TREES AND NOT DISTURB THE TREE ROOTS. DURING CONSTRUCTION, IF THE SECTIONS PROVIDED DO NOT ACCURATELY DETAIL THE CONDITION IN ORDER TO INSTALL THE IMPROVEMENTS TO THE INTENT OF THE PROJECT THE CONTRACTOR SHALL NOTIFY THE TOWN REPRESENTATIVE IMMEDIATELY. 2. CONTRACTOR MAY PLACE AN AC PLUG ADJACENT CONTRACTOR MAY PLACE AN AC PLUG ADJACENT TO CONCRETE CURB PER DETAIL 2 ON SHEET DT-1, OR INSTALL PAVEMENT SECTION ACCORDING STRUCTURAL SECTION A AS SHOWN ON THIS SHEET

AHEAD


APN 072-190-160

CALTRANS R.O.W.

10+5011+00 11+50 12+00 12+50 13+00 13+50

WOODSIDE ROAD

APN 072-190-140APN 072-190-120

CALTRANS R.O.W.

APN

072

-190

-130

WOODSIDEELEMENTARY

W

W

W

W

8+008+50

9+009+50

10+0010+50

SD

7+50

WOODSIDE ROAD

L1

L2

L3

L4

L5

L6

L7

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

LAYOUT PLAN

6

L-1

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SIGNS

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SIGN

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30" BAY

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(MULTI-TRUNK)

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JP

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SIGN

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WM

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WV

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WV

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30" CEDAR

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36" CEDAR

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(FORKED)

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GUY

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JP

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ON 18" STUMP

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30" OAK

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16" OAK

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24" OAK

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20" OAK

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20" OAK

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30" OAK

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24" OAK

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18" OAK

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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ASPHALT

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DRIVEWAY

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CONCRETE

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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DRINKING

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FOUNTAIN

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"MCBRYDE" PLAQUE

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SIGN

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SIGN

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POLE FOR

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DEFIBRILLATOR

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EMERGENCY

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SIGN

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SHOULDER STRIPE

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BIKE LANE

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CENTERLINE STRIPE

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4' RAIL

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FENCE

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377

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378

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379

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380

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381

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380

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381

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379

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380

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379

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379

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36"

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36"

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TRENCH DRAIN

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12"W

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12"W

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4"W

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6"SD

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CONCRETE VERTICAL CURB, 110 LF

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1.5% MAX

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0.4% SEE DRAINAGE NOTE 1

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MODIFIED CASE 'F' PEDESTRIAN RAMP, SEE DETAIL 9, SHEET DT-1

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EXISTING DRAIN INLET, 6-INCH OUTLET PIPE

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EXISTING EARTH SWALE FLOWLINE SLOPED SOUTH TOWARD DRAIN INLET

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STA: 11+06 18.5'RT

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STA: 12+39 18.5'RT

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STA: 12+90 13.5'RT

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STA: 13+10 13.5'RT

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STA: 12+61 PCC, 16.0'RT

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STA: 12+72 EC, 13.5'RT

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2.1%

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2.1%

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3.2%

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DI

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FL:381.63

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INV:377.5'

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SIGN

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SIGN

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SIGN

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WV

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48" OAK

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30" OAK

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36" OAK

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20" OAK

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48" OAK

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SIGN

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SIGN

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GATE

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TWIN 36" OAK

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FH

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GUY

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SIGN

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36" OAK

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30" BAY

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(MULTI-TRUNK)

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WBF

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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EDGE OF PAVEMENT

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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SIGN

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STEEL GUARDPOST

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FOR OLD SURVEY

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BENCHMARK

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NGS BENCHMARK

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382

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382

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382

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383

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383

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382

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382

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382

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381

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381

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380

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JP

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WV

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12"W

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6"W

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12"W

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6"W

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4"W

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1.5% MAX

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1.5% MAX

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0.3%

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STA: 7+67 14.0'RT

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STA: 9+21 18.0'RT

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STA: 9+47 18.0'RT

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STA: 8+57 PCC, 16.0'RT

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STA: 8+66 EC, 18.0'RT

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=10'

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0

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0

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10'

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20'

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%%UNOTES

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1. ALL PATHWAY RAMPS SHALL BE COMPOSED OF APPROVED AC MATERIAL. ALL PATHWAY RAMPS SHALL BE COMPOSED OF APPROVED AC MATERIAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND ALL OTHER EXISTING CONDITIONS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, GRADING, STRIPING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS, TRAFFIC CONTROLS AND HAZARDOUS CONDITIONS, 3. EDGE BOARD AND STAKE SHALL BE INSTALLED IN THE PROPER ORIENTATION BY EDGE BOARD AND STAKE SHALL BE INSTALLED IN THE PROPER ORIENTATION BY CONTRACTOR TO SUPPORT SOIL SURCHARGE LOADS. 4. ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES SHALL BE PROTECTED IN PLACE.

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PLAN

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MATCHLINE "B2" - SEE SHEET L-2

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PLAN

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%%UDRAINAGE NOTE:

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1.BETWEEN STATION 7+80 AND 11+20 THE EXISTING SLOPE OF THE ROAD IS BETWEEN STATION 7+80 AND 11+20 THE EXISTING SLOPE OF THE ROAD IS APPROXIMATELY 0.4% IN THE EASTERLY DIRECTION. CONTRACTOR SHALL MAINTAIN THE EXISTING SLOPE TO ENSURE PONDING ALONG THE PATHWAY AND WOODSIDE ROAD DOES NOT OCCUR AFTER INSTALLATION OF IMPROVEMENTS.

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%%ULEGEND

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DECOMPOSED GRANITE PATH, SEE STRUCTURAL SECTION SHEET X-1 ASPHALT CONCRETE PAVEMENT, SEE STRUCTURAL SECTION SHEET X-1 OPEN GRADED ASPHALT PAVEMENT AT DRIVEWAY CROSSINGS, SEE DETAIL 3 SHEET DT-1 CONCRETE RAMP WITH DETECTABLE WARNING SURFACE GRADE BREAK, AT TOP AND BOTTOM OF RAMPS AND EDGES OF ACCESSIBLE PATH

APN 072-190-170


3105 WOODSIDE RD.

CALTRANS R.O.W.

CALTRANS R.O.W.

14+00 14+50 15+00 15+50 16+00 16+50

WOODSIDE ROAD

APN 072-190-170

CALTRANS R.O.W.

17+00 17+50 18+00 18+50

WOODSIDE ROAD

L1

L2

L3

L4

L5

L6

L7

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

LAYOUT PLAN

7

L-2

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A/C BERM

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(FLOWLINE)

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PBMH

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VAULT

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24" OAK

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18" OAK

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20" OAK

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24" OAK

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20" OAK

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20" OAK

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18" OAK

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16" OAK

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24" OAK

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EDGE OF PAVEMENT

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JP

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EDGE OF PAVEMENT

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30" OAK

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SIGN

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SIGN

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WV

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6" OAK

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12" OAK

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10" OAK

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SIGN

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LP

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EDGE OF PAVEMENT

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CB

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FL:371.04

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FH

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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3' RAIL FENCES

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(SWALE)

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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GUARD RAIL

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GUARD RAIL

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ASPHALT

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DRIVEWAY

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DRY CREEK CL

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(ELEV: 356')

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STREET RIGHT OF WAY

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PER MAPS OF RECORD

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SIGN

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SIGN

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SHOULDER STRIPE

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CENTERLINE STRIPE

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SHOULDER STRIPE

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BIKE LANE

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6' WOOD FENCE

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366

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367

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368

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369

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370

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371

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372

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373

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374

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375

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376

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378

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377

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376

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375

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365

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366

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APPROXIMATE

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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DI FL:367.06 INV:364.1

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6"W

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4"W

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BOLLARD

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EXISTING SPEED HUMP

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"'WOODY' THE FISH" WOODEN SCULPTURE

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EG TRAIL

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EG TRAIL

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EG TRAIL

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CONC PAD FG 367.44

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CONC PAD FG 367.4

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CONC PAD FG 367.36

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CONC PAD FG 367.35

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STA: 15+78, 17.2'RT FLUSH TRANSITION FOR PEDESTRIAN ACCESS ONTO TRUNCATED DOMES, DOMES TO BE EMBEDDED IN CONCRETE

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CONCRETE VERTICAL CURB, SEE CALTRANS DETAIL A87A A3-6, PLACED ON ASPHALT WITH 8" NO. 4 DOWELS SPACED 4' ON CENTER, 95 LF

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HOLD GRADE AT DRAIN =367.05

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1.5% MAX

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FS 367.27

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1.5%

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FS 367.28

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STA: 14+18 13.0'RT

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STA: 14+39 13.0'RT

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STA: 14+60 13.0'RT

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STA: 15+70, 25.0' LEFT INSTALL AT GRADE WARNING DETECTABLE SURFACE EMBEDDED IN CONCRETE

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MATCH EXISTING GRADE

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STA: 15+71, 21.0' LT

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1.5%

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CONCRETE CURB TO END

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MBGR END ENDEND

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4.5% MAX

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LP

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EV

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MH (UNK)

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LP

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FH

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WV

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WV

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WM

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HVE

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VAULT

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SSMH

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BOLLARDS

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3' RAIL FENCE

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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FF CONC.

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SIGN

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368

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367

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366

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365

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366

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12"W

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12"W

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6"W

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12"W

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CONCRETE VERTICAL CURB, SEE CALTRANS DETAIL A87A A3-6, PLACED ON ASPHALT WITH 8" NO. 4 DOWELS SPACED 4' ON CENTER, 40 LF

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RAISE EXISTING WATER VALVE BOX TO GRADE

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STA: 16+95.5 14.5'RT

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STA: 17+42 11.0'RT

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STA: 17+80 11.5'RT

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STA: 17+68 BC, 11.0'RT

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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DATE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=10'

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0

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0

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10'

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20'

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%%UNOTES

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1. ALL PATHWAY RAMPS SHALL BE COMPOSED OF APPROVED AC MATERIAL. ALL PATHWAY RAMPS SHALL BE COMPOSED OF APPROVED AC MATERIAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND ALL OTHER EXISTING CONDITIONS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, GRADING, STRIPING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS, TRAFFIC CONTROLS AND HAZARDOUS CONDITIONS, 3. EDGE BOARD AND STAKE SHALL BE INSTALLED IN THE PROPER ORIENTATION BY EDGE BOARD AND STAKE SHALL BE INSTALLED IN THE PROPER ORIENTATION BY CONTRACTOR TO SUPPORT SOIL SURCHARGE LOADS. 4. ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES ALL EXISTING TREES, TREE ROOTS, WOODEN SPLIT RAIL FENCES AND WATER VALVES SHALL BE PROTECTED IN PLACE.

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%%ULEGEND

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DECOMPOSED GRANITE PATH, SEE STRUCTURAL SECTION SHEET X-1 ASPHALT CONCRETE PAVEMENT, SEE STRUCTURAL SECTION SHEET X-1 OPEN GRADED ASPHALT PAVEMENT AT DRIVEWAY CROSSINGS, SEE DETAIL 3 SHEET DT-1 CONCRETE RAMP WITH DETECTABLE WARNING SURFACE GRADE BREAK, AT TOP AND BOTTOM OF RAMPS AND EDGES OF ACCESSIBLE PATH TYPE C, 2-INCH ASPHALT DIKE PER 2018 CALTRANS STANDARD PLAN A87B.

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%%UDRAINAGE NOTE:

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1.BETWEEN STATION 7+80 AND 11+20 THE EXISTING SLOPE OF THE ROAD IS BETWEEN STATION 7+80 AND 11+20 THE EXISTING SLOPE OF THE ROAD IS APPROXIMATELY 0.4% IN THE EASTERLY DIRECTION. CONTRACTOR SHALL MAINTAIN THE EXISTING SLOPE TO ENSURE PONDING ALONG THE PATHWAY AND WOODSIDE ROAD DOES NOT OCCUR AFTER INSTALLATION OF IMPROVEMENTS.

APN 072-190-170

CALTRANS R.O.W.

CALTRANS R.O.W.

15+00 15+50 16+00 16+50

WOODSIDE ROAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

RRFB LAYOUT PLAN

9

PD-1

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A/C BERM

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VAULT

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24" OAK

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18" OAK

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EDGE OF PAVEMENT

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30" OAK

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SIGN

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SIGN

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WV

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6" OAK

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12" OAK

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10" OAK

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SIGN

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LP

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LP

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FH

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X

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X

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X

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X

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X

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X

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3' RAIL FENCES

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(SWALE)

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ASPHALT PARKING

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GUARD RAIL

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GUARD RAIL

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ASPHALT

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DRIVEWAY

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DRY CREEK CL

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(ELEV: 356')

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STREET RIGHT OF WAY

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PER MAPS OF RECORD

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APPROXIMATE

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GRADE BREAK

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GRADE BREAK

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DI FL:367.06 INV:364.1

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BOLLARD

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EXISTING SPEED HUMP

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"'WOODY' THE FISH" WOODEN SCULPTURE

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EG TRAIL

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SOLAR CELL ASSEMBLY

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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DATE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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PLAN

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1"=10'

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0

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0

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10'

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20'

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3-IN. DIAMETER SIGN POST (GALV. STEEL)

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PEDESTRIAN PUSH BUTTON

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POLE FOUNDATION PER CALTRANS STANDARD PLAN ES-7N

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DETAIL 1: RRFB ASSEMBLY NTS

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AT GRADE DETECTABLE WARNING SURFACE, SEE SHEET L-2 INSTALL A DOUBLE-SIDED RRFB SYSTEM, SOLAR POWER PANEL AND FIXTURES, WIRELESS TRANSMITTER WITH PEDESTRIAN PUSH BUTTONS (PPB), SEE DETAIL THIS SHEET

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CONSTRUCTION NOTES

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W11-7 (30"x30") (TWO PER POST, ONE IN EACH TRAVEL DIRECTION)

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RRFB; MODEL 920-F FROM CARMANAH OR APPROVED EQUAL

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W16-7P (24"X12") (TWO PER POST, ONE IN EACH TRAVEL DIRECTION)

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PEDESTRIAN PUSH BUTTON

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S1-1 (36"x36") (TWO PER POST, ONE IN EACH TRAVEL DIRECTION)

AHEAD

APN 072-190-170APN 072-190-140APN 072-190-120



APN 072-162-080 3130 WOODSIDE RD.

APN 072-162-090

WOODSIDE LIBRARY3140 WOODSIDE RD.

APN 072-162-100CHAPEL

APN 072-162-110


APN 072-190-160 3105 WOODSIDE RD.APN 072-190-160

APN

072

-190

-130

WOODSIDEELEMENTARY

W

W

W

W

6+00 6+50 7+00 8+00 8+50 9+00 9+50 10+00 10+50 11+00

SD

11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+007+50

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

DRAINAGE PLAN AND HYDRAULIC CALCULATIONS

8

DP-1

HYDRAULIC CALCULATIONS FOR GUTTER SPREADSTORM EVENT: 2-YEARSTORM DURATION: 24-HOURMETHOD: RATIONAL METHOD

TRAPEZOIDAL CROSS SECTION CHANNEL found solution = Okc Runoff Coefficient (weighted) 0.86i Rainfall intensity 3.22 in/hrIa Impervious drainage area 0.080 acrePa Pervious drainage area 0.046 acreA Drainage area 0.126 acreQ Flow rate 0.349 cfsn Manning's Roughness Coefficient 0.013 smooth asphaltsL Logitudinal Slope of Gutter 4.20 %sC Cross Slope of Gutter 3.80 %v Mean Velocity 2.45 fpsH Height of Gutter 0.076 ftW Width of Gutter 2.00 ftFL Fill level 0.070 ft 84.8 %F Freeboard 0.006 ft 15.2 %

H

W

STATION: 14+60TRAPEZOIDAL CROSS SECTION CHANNEL found solution = Okc Runoff Coefficient (weighted) 0.90i Rainfall intensity 3.22 in/hrIa Impervious drainage area 0.037 acrePa Pervious drainage area 0.00 acreA Drainage area 0.037 acreQ Flow rate 0.107 cfsn Manning's Roughness Coefficient 0.013 smooth asphaltsL Logitudinal Slope of Gutter 1.61 %sC Cross Slope of Gutter 5.37 %v Mean Velocity 2.10 fpsH Height of Gutter 0.054 ftW Width of Gutter 1.00 ftFL Fill level 0.046 ft 72.6 %F Freeboard 0.008 ft 27.4 %

STATION: 16+90TRAPEZOIDAL CROSS SECTION CHANNEL found solution = Okc Runoff Coefficient (weighted) 0.90i Rainfall intensity 3.22 in/hrIa Impervious drainage area 0.012 acrePa Pervious drainage area 0.00 acreA Drainage area 0.012 acreQ Flow rate 0.036 fpsn Manning's Roughness Coefficient 0.013 smooth asphaltsL Longitudinal Slope of Gutter 0.92 %sC Cross Slope of Gutter 8.39 %v Mean Velocity 2.01 fpsH Height of Gutter 0.084 ftW Width of Gutter 1.00 ftFL Fill level 0.044 ft 52.9 %F Freeboard 0.04 ft 47.1 %

STATION: 17+50

H

W

H

W

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(FLOWLINE)

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DI

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FL:381.63

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INV:377.5'

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SSMH

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SSMH

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DI

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FL:380.81

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INV:378.4

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DI

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FL:380.81

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INV:378.4

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SSMH

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DI

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FL:380.81

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INV:378.4

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CB

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FL:371.04

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SSMH

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SSMH

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(SWALE)

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GUARD RAIL

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GUARD RAIL

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DRY CREEK CL

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(ELEV: 356')

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SHOULDER STRIPE

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CENTERLINE STRIPE

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SHOULDER STRIPE

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SHOULDER STRIPE

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BIKE LANE

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CENTERLINE STRIPE

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BIKE LANE

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CB

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FL:381.64

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CB

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FL:382.29

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367

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366

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366

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367

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368

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369

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370

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371

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372

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373

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374

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375

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376

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377

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378

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379

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380

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381

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382

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382

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382

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382

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383

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383

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382

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382

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382

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381

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381

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380

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380

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381

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379

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380

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379

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379

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378

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377

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376

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375

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365

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366

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365

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366

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ROCK RET. WALL

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APPROXIMATE

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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DI FL:367.06 INV:364.1

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12"W

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6"W

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12"W

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6"W

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4"W

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12"W

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12"W

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12"W

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6"W

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12"W

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6"W

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4"W

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4"W

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6"SD

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EG TRAIL

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EG TRAIL

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EG TRAIL

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EG TRAIL

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EG TRAIL

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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HYDRAULIC CALCULATIONS STATION 7+50 TO 11+25

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1"=10'

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0

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0

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40'

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80'

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HYDRAULIC CALCULATIONS STATION 12+50 TO 15+50

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EXISTING DRAIN INLET WITH 6-INCH OUTLET PIPE

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EXISTING DRAIN INLET WITH 12-INCH OUTLET PIPE

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RAINFALL WATERSHED AREA = 9,450± SFSTATION 12+50 TO 15+50

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RAINFALL WATERSHED AREA = 9,610± SFSTATION 7+50 to 11+25

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EXISTING TRENCH DRAIN WITH OUTLET PIPE

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EXISTING AREA DRAINING TO DRY CREEK

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CALTRANS ROW

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CALTRANS ROW

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STORMWATER RAINFALL INTENSITY TABLE:

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TIME OF CONCENTRATION:

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WOODSIDE ROAD

APN 072-190-140APN 072-190-120

CALTRANS R.O.W.

APN

072

-190

-130

WOODSIDEELEMENTARY

8+008+50

9+009+50

10+0010+50

7+50

WOODSIDE ROAD

AHEAD


APN 072-190-160

CALTRANS R.O.W.

10+5011+00 11+50 12+00 12+50 13+00 13+50

WOODSIDE ROAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20


10

ST-1

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DI

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FL:381.63

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INV:377.5'

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SIGN

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SIGN

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SIGN

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WV

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SIGN

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SIGN

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GATE

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FH

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GUY

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SIGN

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WBF

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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EDGE OF PAVEMENT

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ASPHALT

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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SIGN

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STEEL GUARDPOST

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FOR OLD SURVEY

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BENCHMARK

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NGS BENCHMARK

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JP

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WV

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27B

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STA: 7+60 BEGIN STRIPING

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STA: 9+00 RELOCATE ROAD SIGN (NO PARKING)

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STA: 8+60 RELOCATE ROAD SIGN (NO PARKING)

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STA: 8+02 REMOVE EXISTING PARKING SIGN, POST AND FOUNDATION

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STA: 10+17 PROTECT EXISTING SIGN (NO PARKING)

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SIGNS

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SIGN

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JP

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SIGN

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WM

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WV

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WV

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GUY

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JP

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ON 18" STUMP

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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ASPHALT

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DRIVEWAY

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CONCRETE

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DRIVEWAY

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ASPHALT

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DRIVEWAY

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4' WIRE FENCE

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DRINKING

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FOUNTAIN

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"MCBRYDE" PLAQUE

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SIGN

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SIGN

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POLE FOR

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DEFIBRILLATOR

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EMERGENCY

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SIGN

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SHOULDER STRIPE

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CENTERLINE STRIPE

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4' RAIL

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FENCE

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379

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EG TRAIL

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EG TRAIL

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STA: 12+70 RELOCATE EXISTING ROAD SIGN (W3-1)

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12+62 INSTALL NEW ROADSIDE SIGN (W11-1, W16-1P)

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STA: 12+75 RELOCATE EXISTING ROAD SIGN (NO PARKING)

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27B

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STA: 12+72 STRIPE NEW LANE SHARROW SYMBOL, TO ALIGN WITH EXISTING SHARROWS PAINTED ON ROAD.

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STA: 11+01 PROTECT EXISTING SIGN (NO PARKING)

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STA: 10+79 RELOCATE ROAD SIGN (NO U-TURN)

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12" WHITE STRIPE CROSSWALK

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W3-1

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W16-7P, SEE DETAIL ON SHEET PD-1.

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SHARED ROADWAY BICYCLE MARKING

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W11-7, SEE DETAIL ON SHEET PD-1.

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R1-5

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S1-1, SEE DETAIL ON SHEET PD-1.

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=10'

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0

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0

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10'

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20'

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PLAN

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PLAN

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%%ULEGEND

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%%UNOTES

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1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ENHANCED WET-NIGHT VISIBILITY 2. EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AND DISPOSED OF PER SECTIONS 15-2.02 (B&C) AND 15-2.03 OF THE STATE STANDARD SPECIFICATIONS 3. REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) 4. SIGNS TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION PER DIRECTION SIGNS TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION PER DIRECTION OF CITY ENGINEER 5. ALL REMOVAL AND RELOCATIONS OF EXISTING SIGNS SHALL REMOVE EXISTING ALL REMOVAL AND RELOCATIONS OF EXISTING SIGNS SHALL REMOVE EXISTING SIGN, POST AND FOUNDATION

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PAVEMENT MARKING SCHEDULE

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ITEM

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QUANTITY

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DETAIL 27B

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1017 LF

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12-IN. WHITE STRIPE CROSSWALK

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266 LF

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24-IN. YELLOW STRIPE CROSSWALK

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280 LF

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1 EA

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SIGNAGE SCHEDULE

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ITEM

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QUANTITY

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W16-1P ROAD SIGN

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1 EA

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W3-1 ROAD SIGN

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1 EA

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W11-1 ROAD SIGN

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1 EA

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W11-7

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4 EA

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W16-7P ROAD SIGN

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4 EA

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R1-5 ROAD SIGN

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2 EA

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S1-1 ROAD SIGN

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4 EA

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'NO PARKING' ROAD SIGN

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4 EA


CALTRANS R.O.W.

CALTRANS R.O.W.

14+00 14+50 15+00 15+50 16+00 16+50

WOODSIDE ROAD

APN 072-190-170

CALTRANS R.O.W.

17+00 17+50 18+00 18+50

WOODSIDE ROAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20


11

ST-2

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A/C BERM

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(FLOWLINE)

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PBMH

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VAULT

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EDGE OF PAVEMENT

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JP

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EDGE OF PAVEMENT

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SIGN

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SIGN

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WV

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SIGN

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LP

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EDGE OF PAVEMENT

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CB

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FL:371.04

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FH

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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3' RAIL FENCES

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(SWALE)

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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GUARD RAIL

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GUARD RAIL

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ASPHALT

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DRIVEWAY

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DRY CREEK CL

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(ELEV: 356')

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STREET RIGHT OF WAY

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PER MAPS OF RECORD

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SIGN

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SIGN

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SHOULDER STRIPE

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CENTERLINE STRIPE

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SHOULDER STRIPE

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BIKE LANE

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6' WOOD FENCE

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APPROXIMATE

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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DI FL:367.06 INV:364.1

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BOLLARD

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EXISTING SPEED HUMP

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EG TRAIL

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EG TRAIL

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EG TRAIL

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27B

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STA: 16+50 INSTALL NEW R1-5 SIGN

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STA: 15+46 INSTALL NEW R1-5 SIGN

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STA: 15+84 INSTALL W11-7, S1-1 AND W16-7P SIGNS WITH RRFP, SEE SHEET PD-1 FOR DETAIL

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STA: 15+68.5 INSTALL W11-7, S1-1 AND W16-7P SIGN WITH RRFP, SEE SHEET PD-1 FOR DETAIL

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14+83 INSTALL NEW ROADSIDE SIGNS (W11-1, W16-1P)

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LP

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EV

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MH (UNK)

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LP

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FH

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WV

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WV

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WM

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HVE

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VAULT

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SIGN

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"STOP"

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MH (UNK)

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SSMH

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BOLLARDS

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3' RAIL FENCE

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ASPHALT PARKING

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ASPHALT

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DRIVEWAY

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FF CONC.

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SIGN

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STOP

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STOP

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STA: 17+77 END STRIPING

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27B

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W3-1

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W16-7P, SEE DETAIL ON SHEET PD-1.

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W11-7, SEE DETAIL ON SHEET PD-1.

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R1-5

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S1-1, SEE DETAIL ON SHEET PD-1.

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=10'

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0

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0

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10'

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20'

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PLAN

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PLAN

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%%UNOTES

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%%ULEGEND

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%%UKEYNOTES

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24-IN. WIDE YELLOW STRIPED CONTINENTAL CROSSWALK STRIPE YIELD LINE PER CALTRANS STD. PLAN RSP A24G INSTALL MARKER R1-6

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1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ENHANCED WET-NIGHT VISIBILITY 2. EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AND DISPOSED OF PER SECTIONS 15-2.02 (B&C) AND 15-2.03 OF THE STATE STANDARD SPECIFICATIONS 3. REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) REMOVE EXISTING 4" WHITE LINE (DETAIL 27B) 4. SIGNS TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION SIGNS TO BE RELOCATED SHALL BE DONE POST CONSTRUCTION PER DIRECTION OF CITY ENGINEER 5. ALL REMOVAL AND RELOCATIONS OF EXISTING SIGNS SHALL REMOVE ALL REMOVAL AND RELOCATIONS OF EXISTING SIGNS SHALL REMOVE EXISTING SIGN, POST AND FOUNDATION

AHEAD

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

TRAFFIC CONTROL PLAN

12

TC-1

N

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SHOULDER STRIPE

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CENTERLINE STRIPE

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SHOULDER STRIPE

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SHOULDER STRIPE

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BIKE LANE

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CENTERLINE STRIPE

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BIKE LANE

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CROSSWALK

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CONC.

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CONC.

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CONC.

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379

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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GRADE BREAK

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50'

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50'

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50' BEGIN TAPER

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100'

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100'

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50'

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50'

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50'

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100'

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100'

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W20-1

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W20-4

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C9A(CA)

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W3-4

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G20-2

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C9A(CA)

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W20-4

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W20-1

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G20-2

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W11-1

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W16-1P

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W3-4

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W11-1

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W16-1P

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R4-11

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R4-11

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CALTRANS R.O.W.

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CALTRANS R.O.W.

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BARRIER, SEE NOTE 5

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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1"=50'

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%%ULEGEND

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WORK AREA

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SIGN

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1. AS CONSTRUCTION PROCEEDS, SHIFT WORK SPACE AND SIGNAGE ACCORDING TO THIS PLAN. AS CONSTRUCTION PROCEEDS, SHIFT WORK SPACE AND SIGNAGE ACCORDING TO THIS PLAN. 2. TRAFFIC CONTROL PLAN SHOWN IS GENERAL. CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL TRAFFIC CONTROL PLAN SHOWN IS GENERAL. CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL PLANS FOR EACH PHASE OF CONSTRUCTION FOR APPROVAL BY THE ENGINEER. 3. CONTRACTOR SHALL COMPLY WITH 2014 CALIFORNIA MUTCD AND 2018 CALTRANS STANDARD PLAN CONTRACTOR SHALL COMPLY WITH 2014 CALIFORNIA MUTCD AND 2018 CALTRANS STANDARD PLAN T13. 4. ALL TEMPORARY CONTROL SIGNAGE SHALL BE REMOVED AFTER COMPLETION OF WORK. ALL TEMPORARY CONTROL SIGNAGE SHALL BE REMOVED AFTER COMPLETION OF WORK. 5. CONTRACTOR SHALL INSTALL A PEDESTRIAN BARRIER TO PROVIDE CONTINUOUS CANE DETECTION CONTRACTOR SHALL INSTALL A PEDESTRIAN BARRIER TO PROVIDE CONTINUOUS CANE DETECTION BETWEEN PEDESTRIAN PATH OF TRAVEL AND VEHICULAR TRAVEL LANE.

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PLAN

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FLAGGER

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W20-1

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C9A(CA)

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W3-4

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G20-2

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%%UNOTES

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WOODSIDE ROAD

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W20-4

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TRAFFIC CONE

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WOODSIDE ELEMENTARY SCHOOL

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%%USIGN

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%%USIGN CODE

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%%USIGN

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%%USIGN CODE

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W16-1P

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W11-1

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CANADA ROAD

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4'-2" MIN. PEDESTRIAN PATH OF TRAVEL

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R4-11

OF

REVISIONS

TOWN OF WOODSIDE

13

01/18/19

17042


Sausalito, CA 94965

(415) 649-6000


STATE OF CALIFORNIA

REGI

STER


C

IV

IL

DA

VIDJ. PARISI

No. 44893

Exp._________

03/20

TYPICAL SECTIONS

13

DT-1

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NEW PCC VERTICAL CURBNEW PCC CURB/ GUTTER, SEEDETAIL 1 THIS SHEET

2' MINVARIES,

SEE PLANS

12"

PLACE AC PLUG AT FACE OF CURB AND EDGE OFSAWCUT LINE AS SHOWN ON PLANS. IN LIEU OF FULLDETPH AC PLUG CONTRACTOR MAY PLACE PAVEMENTSECTION ACCORDING TO SECTIONS ON SHEET X-1

EXISTINGAC PAVING

SAWCUT LINE,SEE PLANS

FLUSH WITH GRADE

VERTICAL CURB, SEE

DETAIL 1 THIS SHEET

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VARIES 2"X10" OR 2"X14" REDWOOD BOARD, SEE NOTE 1

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2"X4" STAKE 2.5' LONG AT 6' MAX SPACING AND AT EACH SPLICE. CONNECT STAKE TO BOARD WITH A MIN OF 4-10d GALVANIZED NAILS. WHEN RETAINING THE PATHWAY THE STAKES ON EITHER SIDE OF THE BOARD SHALL BE STAGGERED 3' ON CENTER.

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PTC PROJECT NO.

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DRAWING

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SHEET NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE

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SCALE

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5

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NO.

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2

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4

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3

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1

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DESCRIPTION

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APPROVED:

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RN

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MV, RN

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MV

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DP

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NTS

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%%UABBREVIATIONS

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AB AGGREGATE BASE AGGREGATE BASE AC ASPHALT CONCRETE ASPHALT CONCRETE BOC BACK OF CURB BACK OF CURB BOW BACK OF WALK BACK OF WALK DG DECOMPOSED GRANITE DECOMPOSED GRANITE EP EDGE OF PAVEMENT EDGE OF PAVEMENT HMA HOT MIX ASPHALT HOT MIX ASPHALT MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NTS NOT TO SCALE NOT TO SCALE RC RELATIVE COMPACTION RELATIVE COMPACTION ROW RIGHT OF WAY RIGHT OF WAY STA STATION STATION Typ TYPICAL TYPICAL Var VARIESVARIES

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ENTRENCHMENT DETAIL IN FLAT AREA

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SEDIMENT ROLL

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WOOD STAKE

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FINISHED GRADE, LANDSCAPE

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EDGE OF PAVEMENT

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NOTES: 1. FIBER ROLLS ARE TUBES MADE FROM POROUS FIBER ROLLS ARE TUBES MADE FROM POROUS BIODEGRADABLE FIBER STUFFED IN A PHOTO-DEGRADABLE OPEN WEAVE NETTING. THEY ARE APPROXIMATELY 8" DIAMETER. 2. FIBER ROLLS SHALL BE SECURED IN PLACE FIBER ROLLS SHALL BE SECURED IN PLACE EITHER BY GRAVEL BAGS ON HARDSCAPE OR BY STAKING THE ROLL IN A TRENCH, 2"-4" DEEP, DUG ON CONTOUR IN LANDSCAPE. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. ROLLS SHOULD BE ABUTTED SECURELY TO PROVIDE A TIGHT JOINT, NOT OVERLAPPED. 3. TURN ENDS OF FIBER ROLLS UPSLOPE. TURN ENDS OF FIBER ROLLS UPSLOPE. 4. SILT BUILD-UP AT THE UPSLOPE SIDE OF FIBER SILT BUILD-UP AT THE UPSLOPE SIDE OF FIBER ROLLS SHALL BE REMOVED WHEN THE DEPRESSION BECOMES 50% FULL. 5. ANY PLACE WHERE WATER HAS ERODED UNDER ANY PLACE WHERE WATER HAS ERODED UNDER THE FIBER ROLL SHALL BE IMMEDIATELY FILLED AS NECESSARY TO PREVENT RECURRENCE.

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SEDIMENT ROLL

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FINISHED GRADE, HARDSCAPE

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GRAVEL/SAND BAG

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BACK OF CURB, SEE NOTE 5

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ARE STACKED TIGHTLY.

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GRAVEL FILLED SANDBAGS

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DRAIN INLET

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%%UPLAN VIEW

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SPILLWAY

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0" CURB

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BACK OF WALK

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NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT IMMEDIATELY BEFORE INSPECT BARRIERS AND REMOVE SEDIMENT IMMEDIATELY BEFORE AND AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5. FOR INLETS NOT AGAINST A CURB, PLACE GRAVEL FILLED FOR INLETS NOT AGAINST A CURB, PLACE GRAVEL FILLED SANDBAGS FULLY SURROUNDING THE INLET, IN SIMILAR PATTERN, LEAVING A SPILLWAY EVERY THIRD BAG.

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1

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CONCRETE VERTICAL CURB (FOR REFERENCE, SEE CALTRANS STANDARD PLAN A87A)(FOR REFERENCE, SEE CALTRANS STANDARD PLAN A87A)

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7.5% MAX

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FACE OF CURB

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6" CURB

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NOTES: 1. IF THE SLOPE REQUIREMENTS INDICATED ON THE DETAIL ARE NOT ACHIEVABLE THAN THE RAMP SHALL BE EXTENDED TO A MAXIMUM IF THE SLOPE REQUIREMENTS INDICATED ON THE DETAIL ARE NOT ACHIEVABLE THAN THE RAMP SHALL BE EXTENDED TO A MAXIMUM LENGTH OF 15 FEET. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN THE FIELD PRIOR TO FORMING RAMPS.

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CONCRETE CURB TRANSITION ON STREET SIDE, SEE DETAIL 4

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0.2"

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NOTES 1. DETECTABLE WARNING SURFACE SHALL BE ARMOR DETECTABLE WARNING SURFACE SHALL BE ARMOR TILE DETECTABLE WARNING SURFACE OR APPROVED EQUAL. 2. INSTALL THE DETECTABLE WARNING SURFACE ON ALL INSTALL THE DETECTABLE WARNING SURFACE ON ALL PEDESTRIAN RAMPS. THE DETECTABLE WARNING SURFACE SHALL BE INSTALLED ALONG THE FIRST THREE FEET OF THE RAMP. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE PLACED BETWEEN 6 AND 8 INCHES FROM THE GUTTER FLOW LINE. 3. WHERE THE DETECTABLE WARNING SURFACE IS WHERE THE DETECTABLE WARNING SURFACE IS INSTALLED ALONG FLUSH CURBS, THE SURFACE SHALL EXTEND ALONG THE FULL WIDTH OF THE FLUSH CURB. WHERE THE DETECTABLE WARNING SURFACE IS INSTALLED ALONG A SIDEWALK, THE SURFACE SHALL EXTEND ALONG THE FULL WIDTH OF THE SIDEWALK. SEE THE LAYOUT PLANS FOR THE SPECIFIC LOCATIONS TO INSTALL THE WARNING SURFACES ON FLUSH CURBS AND SIDEWALKS. 4. DETECTABLE WARNING DEVICES TO BE GRAY DETECTABLE WARNING DEVICES TO BE GRAY CONTRASTING COLOR TO ADJACENT CONCRETE PAVEMENT.

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RAISED TRUNCATED DOME PATTERN (IN-LINE)

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FINISHED GRADE OF ASPHALT SEE LAYOUT PLAN

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0.65" MIN BASE TO BASE SPACING

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RAISED TRUNCATED DOME

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TOP DIA, MIN, 50% OF BASE DIA

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BASE DIA, 0.9" MIN

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1.6"

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0.45"

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2.30" MIN 2.35" MAX CENTER TO CENTER SPACING

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CONCRETE CURB TRANSITION

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.5" R (TYP)

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5

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2

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12" CLASS 2 AB @ 95% R.C.

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8

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REDWOOD HEADER EDGE BOARD

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#4 REBAR CONTINUOUS AT 9" O.C. 2" MIN COVER, SEE NOTE 1

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6" CURB

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6

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DETECTABLE WARNING SURFACE

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SUBGRADE @ 90% R.C.

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DG PATH

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DRAIN INLET SEDIMENT BARRIER

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ISOMETRIC VIEW

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4

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ASPHALT PLUG

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3

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ASPHALT PEDESTRIAN RAMPS AND DRIVEWAY INSTALLATION/CONFORMS

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1.5% MAX

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1.5% MAX

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1.5% MAX

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1.5% MAX

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ASPHALT RAMPING SURFACE, SHALL BE OPEN GRADE FRICTION COARSE

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HEADER BOARD ON BACK SIDE, SEE DETAIL 5 THIS SHEET

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NOTES: 1. REDWOOD BOARD ALONG BACK OF PATH MAY NEED TO BE CUT AT SPECIFIC LOCATIONS IN ORDER TO AVOID REDWOOD BOARD ALONG BACK OF PATH MAY NEED TO BE CUT AT SPECIFIC LOCATIONS IN ORDER TO AVOID TREE ROOTS. SPECIFICALLY AT STATION RANGES 10+25 TO 10+50 AND 12+75 TO 14+25. REDWOOD BOARD REDWOOD BOARD SHALL BE CUT SO IT MAY BE PLACED ABOVE THE TREE ROOTS AND FORM A SECURE PLACEMENT.

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7.5% MAX

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FACE OF CURB

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GRADE BREAK

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0" CURB

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6" CURB

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ASPHALT RAMPING SURFACE, SHALL BE OPEN GRADE FRICTION COARSE

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ASPHALT DRIVEWAY SURFACE, SHALL BE OPEN GRADE FRICTION COARSE FROM FACE OF CURB TO PROPERTY LINE

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1.5% MAX

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GRADE BREAK

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DG PATH

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CONFORM AT RIGHT OF WAY

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SAWCUT / CONFORM, SEE PLANS

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EXISTING STREET SECTION

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8.0% MAX

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NEW ASPHALT, SEE DETAIL 2 THIS SHEET

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6.0% MAX

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NOTES: 1. THIS DETAIL IS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL VERTICAL CURB PER THE THIS DETAIL IS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL VERTICAL CURB PER THE MINIMUM DIMENSIONS SHOWN IN ORDER TO MAINTAIN THE DIMENSIONS PER CALTRANS PLAN A87A TYPE A1-6 CURB. IN ADDITION TO THE CALTRANS STANDARD PLAN, THE CONTRACTOR SHALL INSTALL REBAR LONGITUDINALLY THROUGHOUT THE ENTIRE LENGTH OF VERTICAL CURB.

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1.5% MAX

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ISOMETRIC VIEW

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9

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MODIFIED CASE 'F' PEDESTRIAN RAMP

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6" CONCRETE VERTICAL CURB, SEE DETAIL 1 THIS SHEET

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FLUSH SURFACE

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REDWOOD HEADER EDGE BOARD, SEE DETAIL 5, THIS SHEET

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7.5% MAX

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1.5% MAX

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1.5% MAX

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1.5% MAX

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PAVEMENT SECTION: 6" - HMA 18" - CLASS 2 AB - 92% RC 4" - SCARIFY & RECOMPACT EXISTING MATERIAL TO 95% RC

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7

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FIBER ROLL

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1.5% MAX

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WHEN RETAINING THE PATHWAY

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WHEN RETAINING EXISTING GROUND

woodside school pathway phase 3 · idj.pa r i s i no. 44893 exp._____ 03/20 title sheet 1 t-1 town...

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