A06_FOPO-186401-Long_Avenue_100__CD_Final_Plans_0002.pdf

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GOGA 244458 & FOPO 186401 Construct Bike Path at W
Solicitation number
140P2026R0066
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This document is a set of construction drawings for the Presidio of San Francisco Long Avenue Reconstruction Project within Golden Gate National Recreational Area, prepared by the National Park Service Denver Service Center. The project is located in San Francisco, California, with project number 186401 and A/E contract number 641187495.

The construction drawings comprise 16 sheets detailing comprehensive site improvements across three contract line items (CLINs). CLIN 1 addresses West Bluff Trail/Arrival Area Plans, CLIN 2 encompasses Plaza Area Layout and associated paving and grading work, and CLIN 3 focuses on roadway improvements extending approximately 9.8 miles along Long Avenue. Key components include: demolition of existing infrastructure (gates, guardrails, bollards, and drainage channels); installation of new pavement marking and striping; construction of concrete drainage channels with salvaged stone cobble facing; replacement of fencing and guardrail systems; grading and site restoration with erosion control measures; utility relocations including electrical and access control systems; and landscape restoration with seeded plantings. The project incorporates standard details for curbs, bollards, signage, pavement markings, and erosion control blankets. Detailed specifications address pavement construction (asphalt concrete with aggregate base), drainage channel dimensions varying from 2 to 4 feet in width, guardrail installation per Caltrans standards, and tree protection during construction. Existing conditions surveys document tree locations, fence post types, and drainage channel conditions to inform construction sequencing and material salvage requirements.

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Sol_140P2026R0066_Amd_0003.pdf PDF
A06_FOPO-186401-Long_Avenue_100__CD_Technical_Specifications_0003.pdf PDF
A06_GOGA244458-FOPO186401_Division_1_Specifications_0002.pdf PDF
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A06_GOGA244458_Final-Technical-Specifications.pdf PDF
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DRAWING NO.TITLE OF DRAWINGCONSTRUCTION DRAWINGS

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

LONG AVENUE

LOCATION WITHIN PARK

PRESIDIO OF SAN FRANCISCO

NAME OF PARK

GOLDEN GATE NATIONAL RECREATIONAL AREA

SAN FRANCISCO

REGION

PACIFIC CALIFORNIA

COUNTY STATE

PKG.

NO.

186401 1

SHEET

OF 16

PROJ. NO. 186401

VICINITY MAP

MARK SHEET REVISION DATE INITIAL A/E FIRM - A/E CONTRACT NUMBER

187495

PRESIDIO OF SAN FRANCISCO

LONG AVENUE RECONSTRUCTION PROJECT

SAN FRANCISCO, CALIFORNIA

PROJECT SITE

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AREA

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RIDGE

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SWEENEY

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REYES

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POINT

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RECREATION AREA

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NATIONAL

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GOLDEN GATE

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OCEAN

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PACIFIC

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BAY

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PABLO

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SAN

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FRANCISCO

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SAN

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ALTO

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PALO

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MATEO

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SAN

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SAN RAFAEL

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BERKELEY

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OAKLAND

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HAYWARD

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CREEK

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WALNUT

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CONCORD

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VALLEJO

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FAIRFIELD

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NAPA

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NOVATO

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PETALUMA

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TOMALES

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INDEX OF DRAWINGS

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TITLE OF SHEET

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SUBSHEET

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SHT NO.

AutoCAD SHX Text COVER SHEET GENERAL NOTES, ABBREVIATIONS, AND LEGEND PROJECT OVERVIEW DEMOLITION PLAN, SHEET 1 OF 2 DEMOLITION PLAN, SHEET 2 OF 2 PLAZA AREA LAYOUT PLAZA AREA PAVING AND GRADING PLAN PAVING AND GRADING DETAILS, SHEET 1 OF 2 PAVING AND GRADING DETAILS, SHEET 2 OF 2 UTILITY PLAN ROADWAY PLAN AND PROFILE, SHEET 1 OF 2 ROADWAY PLAN AND PROFILE, SHEET 2 OF 2 ROADWAY CROSS SECTIONS STANDARD DETAILS, SHEET 1 OF 3 STANDARD DETAILS, SHEET 2 OF 3 STANDARD DETAILS, SHEET 3 OF 3 SIGNAGE AND PAVEMENT MARKING DETAILS TREE, FENCEPOST, AND DRAINAGE CHANNEL TABLES EXISTING DRAINAGE CHANNEL CONDITION PHOTOGRAPHS

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AutoCAD SHX Text G1 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17

NN

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

NOTES:

N

1. HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983

(2011), CALIFORNIA COORDINATE SYSTEM ZONE 3, EPOCH

2010.00, PER ADJOINING SURVEY PERFORMED BY OTAK, INC.

(OTAK) ON 12/10/22. ALL DISTANCES ARE BASED ON SURVEY

FEET AND ARE GRID DISTANCES.

2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88) PER THE ABOVEREFERENCED OTAK,

SURVEY. BENCHMARK IS AECOM FOUND POINT 7 (FND#7),

ALSO BEING OTAK CONTROL POINT 50, HAVING AN ELEVATION

OF 14.48 FEET.

3. SURVEY DATES: AUGUST 29-30, 2024.

SYMBOLS:

= BOLLARD

= COMMUNICATION MANHOLE

= SANITARY SEWER MANHOLE

= SIGN - SINGLE POST

= STORM DRAIN AREA DRAIN SQUARE

= STORM DRAIN MANHOLE

= UTILITY MANHOLE

= WATER VALVE

60' 0 60' 120'

SEE WEST BLUFF

TRAIL/ARRIVAL AREA PLANS

(CLIN 1)

SEE WEST BLUFF

TRAIL/ARRIVAL AREA PLANS

SEE SHEETS C3, C9

SEE SHEETS C2, C4, AND C5

SEE SHEET C6

SEE SHEET C7

G1

J. YEE

J. YEE

G. PHILIPS

07/07/2025

PROJECT OVERVIEW

(CLIN 2)

(CLIN 3)

SEE SHEET C3, C10

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GRID NORTH

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1. HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 (2011), CALIFORNIA COORDINATE SYSTEM ZONE 3, EPOCH 2010.00, PER ADJOINING SURVEY PERFORMED BY OTAK, INC. (OTAK) ON XX/XX/XX. ALL DISTANCES ARE BASED ON SURVEY FEET AND ARE GRID DISTANCES. 2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER THE ABOVEREFERENCED OTAK, SURVEY. BENCHMARK IS AECOM FOUND POINT 7 (FND#7), ALSO BEING OTAK CONTROL POINT 50, HAVING AN ELEVATION OF 14.48 FEET. 3. ONE FOOT CONTOURS ARE SHOWN FOR THE SLOPE ONE FOOT CONTOURS ARE SHOWN FOR THE SLOPE AREA BETWEEN THE EASTERLY EDGE OF PAVEMENT ALONG LONG AVENUE AND THE WESTERLY CURB LINE OF THE PARKING LOT AREA TO THE EAST OF LONG AVENUE. DUE TO BRUSH OVERGROWTH AND DENSITY AND GENERAL INACCESIBILITY OF THIS AREA, IT IS ESTIMATED THAT THE VERTICAL ACCURACIES ARE MORE IN LINE WITH A FIVE FOOT CONTOUR INTERVAL, OR PLUS/MINUS 2.5 FEET VERTICAL ACCURACY AT ANY GIVEN POINT WITHIN THE SHOWN SURFACE LIMITS. 4. SURVEY DATES: AUGUST 29-30, 2024 & JANUARY SURVEY DATES: AUGUST 29-30, 2024 & JANUARY 7-8, 2025.

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SYMBOLS:

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NO PARKING

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NO PARKING

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NO PARKING LOADING ZONE

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NO

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PARKING

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NO

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PARKING

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NO

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PARKING

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NO PARKING

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COMPACT

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COMPACT

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COMPACT

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COMPACT

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DEC

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DEC

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DEC

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PED

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XING

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XING

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PED

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STOP

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STOP

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AutoCAD SHX Text Curb

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AutoCAD SHX Text "Pay to Park"

AutoCAD SHX Text "Keep Right"

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SN

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HB

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ICV(3)

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ICV

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ICV(3)

AutoCAD SHX Text "Accessible Parking"

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1. HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 (2011), CALIFORNIA COORDINATE SYSTEM ZONE 3, EPOCH 2010.00, PER ADJOINING SURVEY PERFORMED BY OTAK, INC. (OTAK) ON XX/XX/XX. ALL DISTANCES ARE BASED ON SURVEY FEET AND ARE GRID DISTANCES. 2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER THE ABOVEREFERENCED OTAK, SURVEY. BENCHMARK IS AECOM FOUND POINT 7 (FND#7), ALSO BEING OTAK CONTROL POINT 50, HAVING AN ELEVATION OF 14.48 FEET. 3. SURVEY DATES: AUGUST 29-30, 2024.SURVEY DATES: AUGUST 29-30, 2024.

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SYMBOLS:

AutoCAD SHX Text = BOLLARD = COMMUNICATION MANHOLE = SANITARY SEWER MANHOLE = SIGN - SINGLE POST = STORM DRAIN AREA DRAIN SQUARE = STORM DRAIN MANHOLE = UTILITY MANHOLE = WATER VALVE

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GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401C1

J. YEE

J. YEE

G. PHILIPS

07/07/2025 193

GENERAL NOTES,

ABBREVIATIONS, AND

LEGEND

1. PROJECT COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3, NAD83(2011) BASED ON

CONTROL POINTS IN DRAWING GGN1601_XTOPO_13-110 CRISSY, SUPPLIED BY NPS.

PROJECT ELEVATIONS ARE NAVD88, BASED ON CONTROL SUPPLIED BY NPS IN ABOVE

DRAWING.

SURVEY DATES: AUGUST 29 & 30, 2024.

2. CONTRACTOR TO SUPPLY AND INSTALL ALL APPURTENANCES NECESSARY TO COMPLETE

CONSTRUCTION.

3. CONTRACTOR SHALL OBTAIN CLEARANCE FROM NPS 48 HOURS IN ADVANCE OF

PERFORMING ANY EXCAVATION.

4. THE CONTRACTOR SHALL MARK ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING

LANDLORD. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HIRE THE SERVICES OF A

UTILITY LOCATOR TO FIND AND LOCATE ALL KNOWN UTILITIES IN THE AREA; IT WILL ALSO

BE THE CONTRACTOR'S RESPONSIBILITY TO TRENCH WITH CAUTION, ANY LIVE UTILITIES

HIT DURING CONSTRUCTION WILL THE RESPONSIBILITY OF OWNER TO REPAIR.

5. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES PRIOR TO THE CONSTRUCTION OF THE NEW IMPROVEMENTS

CONNECTING TO OR IN THE VICINITY OF SAME.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES,

MONUMENTS, OTHER SURVEY MARKERS, STREET SIGNS, AND ANY OTHER IMPORTANT

OBJECTS ON THE JOB SITE.

7. ALL EROSION CONTROL SHALL BE PLACED AS SPECIFIED ON THESE PLANS OR AS

DETERMINED BY THE ENGINEER.

8. CONTRACTOR TO LAYOUT ALL UTILITIES AND ASSOCIATED STRUCTURES PRIOR TO

COMMENCING EXCAVATION AND NOTIFY ENGINEER OF ANY CONFLICTS.

9. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE LOCATION OF ANY

UNDERGROUND UTILITY SHOWN ON THE DRAWINGS IS NOT WARRANTED. THE ENGINEER

SHALL NOT BE RESPONSIBLE FOR SUB-SURFACE CONDITIONS.

10. CONTRACTOR RESPONSIBLE FOR SEQUENCING OF WORK TO AVOID CONFLICTS.

11. CONTRACTOR RESPONSIBLE TO ENSURE EROSION CONTROL AND TRAFFIC CONTROL

BARRICADES AND SIGNAGE ARE ERECTED AND IN-PLACE AT THE END OF EACH WORK DAY

EROSION CONTROL NOTES.

1. EROSION CONTROL MEASURES SHALL CONSIST OF BEST MANAGEMENT PRACTICES (BMPS)

FOR STORM WATER DISCHARGES, INCLUDING SILT FENCING, BARRIER PROTECTORS,

STRAW BALES, TEMPORARY SOIL RETENTION BLANKETS, EXCELSIOR DRAINAGE FILTERS,

SEDIMENT TRAPS AND BERMS.

2. BERMS AND EXCELSIOR DRAINAGE FILTERS SHALL BE USED TO FORM SEDIMENT TRAPS

AND CONTROL RUN-ON AND RUN-OFF INTO OTHER AREAS, INCLUDING ACCESS ROADS AND

STAGING AREAS.

3. EROSION CONTROL MEASURES SHALL BE USED TO CONTAIN ONLY DIRECT PRECIPITATION

IN CONSTRUCTION ZONE. CONTAINED WATER SHALL BE ALLOWED TO PERCOLATE INTO

GROUND OR DRAIN SLOWLY THROUGH DRAINAGE FILTER SEDIMENT TRAPS.

4. EARTHEN SEDIMENT TRAPS OR HOLDING PONDS SHALL NOT BE USED UNLESS ACCEPTED

BY CONTRACTING OFFICER.

5. REDUCE RUNOFF VELOCITY AND DIRECT SURFACE RUNOFF AROUND AND AWAY FROM

FUEL CONTAINMENT, STORAGE, AND BORROW AREAS.

6. DIVERT SURFACE RUNOFF AROUND AND AWAY FROM CUT AND FILL SLOPES.

7. PLACE DRAINAGE FILTERS AROUND CATCH BASINS TO CREATE SEDIMENT TRAPS TO

CONTROL RUN-OFF FROM CONSTRUCTION AREA.

8. EXCESS WATER USED FOR DUST CONTROL SHALL BE CONTAINED WITHIN DEMOLITION

AREAS BY EROSION CONTROL MEASURES.

9. CONTRACTOR SHALL PREVENT DEPOSITION OF MATERIALS ONTO PAVED AREAS.

CONTRACTOR SHALL INSPECT PAVED AREAS FOR DEPOSITED MATERIALS WEEKLY AND

REMOVE MATERIALS IMMEDIATELY.

10. FURNISH, INSTALL, MAINTAIN, AND OPERATE NECESSARY CONTROL MEASURES AND

OTHER EQUIPMENT NECESSARY TO PREVENT EROSION AS DESCRIBED IN APPROVED

UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP).

11. BEFORE WORK BEGINS, SUFFICIENT EQUIPMENT SHALL BE AVAILABLE ON SITE TO ASSURE

OPERATION AND ADEQUACY OF EROSION CONTROL SYSTEM CAN BE MAINTAINED.

GENERAL NOTES

ABBREVIATIONS:

ELECTRIC METER

UTILITY POLE

GUY ANCHOR

SURVEY CONTROL POINT

SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

WATER VALVE

HOSE BIB

IRRIGATION CONTROL VALVE

WATER METER

SEWER CLEAN OUT

STORM MANHOLE

ELECTRIC JUNCTION BOX

LIGHT POLE

COMMUNICATION MANHOLE

COMMUNICATION JUNCTION BOX

SIGN

BOLLARD

LINE CONTINUES

TRASH CAN

HANDICAPPED PARKING

BIKE LANE

DECIDUOUS TREE

UNDERGROUND SEWER LINE

MINOR (1') CONTOUR LINE WITH ELEVATION

MAJOR (5') CONTOUR LINE WITH ELEVATION

FENCE LINE

OVERHEAD UTILITY LINE

UNDERGROUND STORM LINE

UNDERGROUND WATER LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND PHONE LINE

UNDERGROUND NATURAL GAS LINE

CULVERT (VARIOUS SIZES)

ROCK OUTCROPPING

ROCK OUTCROPPING

SYMBOLS

BRUSH LINE

FOUND EXISTING MONUMENT

COOKING GRILL

PICINIC TABLE

AC ASPHALTIC CONCRETE

APPROX. APPROXIMATE

AWG AMERICAN WIRE GAUGE

BC BOTTOM OF CURB

BMP BEST MANAGEMENT PRACTICE

BLDG BUILDING

BOC BACK OF CURB

BS BOTTOM OF STEP

C CONDUIT

CB CATCH BASIN

CLIN CONTRACT LINE ITEM NUMBER

COMM COMMUNICATIONS

CONC CONCRETE

CONT. CONTINUOUS

CP CONTROL POINT

CPPL CORREGATED PLASTIC PIPE LINED

C&G CURB & GUTTER

DEC DECIDUOUS

DIA DIAMETER

DWP DETECTABLE WARNING PAD

ELEV ELEVATION

(E) EXISTING

EOP EDGE OF PAVEMENT

FF FINISH FLOOR

FH FIRE HYDRANT

FL FLOWLINE (OF CURB)

FOC FRONT OF CURB

G GUTTER

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

ME MATCH EXISTING

MGS MIDWEST GUARDRAIL SYSTEM

MH MANHOLE

(N) NEW

O.C. ON CENTER

PED PEDESTRIAN

SD STORM DRAIN

SS STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

STD STANDARD

TC TOP OF CURB

TS TOP OF STEP

TYP TYPICAL

UNK UNKNOWN

UPPP UNDER-AN-ACRE POLLUTION PREVENTION PLAN

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SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

N

20' 0 20' 40'

KEY PLAN

PLAN

C2

J. YEE

J. YEE

G. PHILIPS

07/07/2025 194

DEMOLITION PLAN

SHEET 1 OF 2

CLIN 2

LEGEND

GRIND AND OVERLAY (E) ASPHALT

REMOVE (E) ASPHALT

STRIP (E) TOPSOIL

REMOVE (E) VEGETATION

REMOVE AND REPLACE (E) DRAINAGE CHANNEL

(E) CONCRETE

(E) BRICK

PROTECT-IN-PLACE (E) SSMH

PROTECT-IN-PLACE (E) COMM MH

PROTECT-IN-PLACE (E) MONUMENT (BRASS CAP)

AND SURROUNDING PAVEMENT/BRICKS

REMOVE (E) CONCRETE ISLAND, VEHICLE

GATES AND KEY-PAD/SUPPORT ARMS

(SALVAGE ONE GATE OPERATOR AND

RETURN ONE TO NPS AND SALVAGE

BOTH KEY-PADS FOR REINSTALLATION

ON NEW SUPPORT ARMS)

REMOVE AND REPLACE (E) GATE LOOPS

PROTECT-IN-PLACE (E) SD INLET

REMOVE (E) GUARDRAILS AND POSTS

PROTECT-IN-PLACE (E) FH

PROTECT (E) BUILDING, RAMPS,

DUMPSTER ENCLOSURE, AND

BOLLARDS IN NON-SHADED AREAS

PROTECT (E) BOLLARDS (TYP)

REMOVE (E) BRICK SURFACING

PROTECT (E) CONCRETE LANDING

PROTECT (E) BRICK SURFACING

(CLIN 2)

(CLIN 3)

(CLIN 1)

PROTECT (E) BOLLARDS (TYP)

REMOVE (E) BOLLARDS

(CLIN 1) LIMITS OF WORK

SALVAGE AND RESET (E) CONCRETE WHEEL

STOPS ON AND ALONG EDGE OF PAVEMENT

REMOVE (E) WHEEL STOPS

SALVAGE (E) SPEED LIMIT (R2-1) AND "NARROW ROAD" SIGN

PANELS AND RESET ONTO POSTS AT (N) SIGN POST LOCATION

PROTECT-IN-PLACE (E) POLE

PROTECT (E) SWING SWING GATES

REMOVE AND SALVAGE (E) WHEEL STOPS

PROTECT-IN-PLACE (E) BENCHES

PROTECT-IN-PLACE (E) INFORMATIONAL SIGN

SALVAGE AND REINSTALL (E) TRASH RECEPTACLE

PROTECT-IN-PLACE (E) 6" CONCRETE WALL

NOTES:

1. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

SALVAGE (E) STOP (R1-1) AND NO RIGHT TURN (R3-1) SIGN

BLADES AND RESET ONTO POSTS AT (N) SIGN POST LOCATION

SAWCUT (E) PAVEMENT

AutoCAD SHX Text

NO PARKING LOADING ZONE

AutoCAD SHX Text

NO

AutoCAD SHX Text

PARKING

AutoCAD SHX Text M

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text

HB

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text Building

AutoCAD SHX Text Warming Hut Cafe

AutoCAD SHX Text Building

AutoCAD SHX Text "Restrooms"

AutoCAD SHX Text Building

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Brick

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Curb

AutoCAD SHX Text 6" Conc. Wall

AutoCAD SHX Text 8" Block Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Conc.

AutoCAD SHX Text #50

AutoCAD SHX Text #51

AutoCAD SHX Text Brick

AutoCAD SHX Text "NPS Parking Only"

AutoCAD SHX Text "No Parking"

AutoCAD SHX Text "No Parking"

AutoCAD SHX Text "Stop"

AutoCAD SHX Text "No Parking"

AutoCAD SHX Text "No Parking"

AutoCAD SHX Text SanMH Lid=24.33

AutoCAD SHX Text SanMH 2

AutoCAD SHX Text Conc.

AutoCAD SHX Text 10' Door

AutoCAD SHX Text

FF=12.3

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text 3' Door

AutoCAD SHX Text

FF=14.5

AutoCAD SHX Text Gravel

AutoCAD SHX Text Guardrail

AutoCAD SHX Text Guardrail

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text Guardrail

AutoCAD SHX Text Pay Kiosk

AutoCAD SHX Text Conc. Wheel Stop (Typ.)

AutoCAD SHX Text Conc. Wheel Stop (Typ.)

AutoCAD SHX Text 6' Wood Fence

AutoCAD SHX Text Gate Box

AutoCAD SHX Text Key Pad

AutoCAD SHX Text Key Pad

AutoCAD SHX Text "Speed Limit 15" "Narrow Raod"

AutoCAD SHX Text Exposed Waterline

AutoCAD SHX Text Wood Steps

AutoCAD SHX Text Wood

AutoCAD SHX Text Ramp

AutoCAD SHX Text 2.6' Door

AutoCAD SHX Text

FF=15.4

AutoCAD SHX Text 3' Door

AutoCAD SHX Text Unk.MH Lid=11.80

AutoCAD SHX Text Conc.

AutoCAD SHX Text 3-1/2" Brass Cap

AutoCAD SHX Text Long Ave.

AutoCAD SHX Text Long Ave.

AutoCAD SHX Text Fountain

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

HB

AutoCAD SHX Text Bench

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Conc. Seawall

AutoCAD SHX Text Conc. Seawall

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Globe

AutoCAD SHX Text Conc.

AutoCAD SHX Text "Info. Sign"

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text Gravel

AutoCAD SHX Text Gravel

AutoCAD SHX Text Gravel

AutoCAD SHX Text Gravel

AutoCAD SHX Text Torpedo Warf

AutoCAD SHX Text San Francisco Bay

AutoCAD SHX Text Conc.

AutoCAD SHX Text San Francisco Bay Trail

AutoCAD SHX Text #701

AutoCAD SHX Text Conc.

AutoCAD SHX Text "Accessible Parking"

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text Plaque

AutoCAD SHX Text SanMH 3

AutoCAD SHX Text SanMH 1

AutoCAD SHX Text "Info. Sign"

AutoCAD SHX Text

NO PARKING LOADING ZONE

AutoCAD SHX Text

NO

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text

HB

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text

ICV

AutoCAD SHX Text J

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text D.W.P.

AutoCAD SHX Text Conc.

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text

SN

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

HB

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

TC

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

BBQ

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text No. C 58265

AutoCAD SHX Text

EXP.

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text W

06/30/26

0+

.0

1+

.0

2+

.0

3+

.0

4+

.0

0+

.0

1+

.0

2+

.0

3+

.0

18 19

4+

.0

5+

.0

6+00.00

7+00.00

8+

.0

9+

.0

9+83.78

4+

.0

5+50.00

6+50.00

7+

.0 0 8+

.0

9+

.00

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401C3

J. YEE

J. YEE

G. PHILIPS

07/07/2025 195

DEMOLITION PLAN

SHEET 2 OF 2

CLIN 3

LEGEND

GRIND AND OVERLAY (E) ASPHALT

REMOVE (E) ASPHALT

CLEARING & GRUBBING

REMOVE (E) DRAINAGE CHANNEL

PLAN

KEY PLAN

N

20' 0 20' 40'

M

AT

C H

L

IN

E

ST

A A-

A

KEY PLAN

N

20' 0 20' 40'

M

AT

C H

L

IN

E

ST

A A-

A

PLAN

PROTECT (E) MH

(CLIN 2) (CLIN 3)

PROTECT (E) MH

PROTECT (E) MH

REMOVE (E) GUARDRAIL

STRIP (E) TOPSOIL AND

STOCKPILE FOR FUTURE US

(E) FENCE

(E) GUARDRAIL

(E) WOODEN FENCE

END OF (E) POST AND

CABLE FENCE REMOVAL

REMOVE AND

REPLACE (E) FENCE

REMOVE AND

REPLACE (E) FENCE

(E) TREE TO BE PROTECTED-IN-PLACE

(E) TREE TO BE REMOVED, SEE DETAIL 2/C3

(E) TREE LOCATION NUMBER, SEE SHEET C15

(E) DRAINAGE CHANNEL PHOTOGRAPH LABEL, SEE SHEET C17

"ROAD CLOSED" SIGN (MUTCD R11-2)

"DETOUR" SIGN WITH ARROW POINTING EASTERLY (MUTCD M4-10)

PROJECT IDENTIFICATION SIGN

APPROXIMATE LOCATION

OF EXPOSED VCP

(TO BE PROTECTED)

LOCATE BARRICADES ALONG

EDGE OF EXISTING CROSSWALK

AND MOUNT TEMPORARY SIGNS

(E) TREE TO BE

REMOVED

EXAMPLE OF >4"

DIA. ROOTS

AREA TO RECEIVE GRINDING

TO A MIN. OF 24" BELOW GRADE

FOR TREES TO BE REMOVED

20'20'

15'

(N) EOP

(E) EOP

SAWCUT LINE

AND PAVEMENT

TRANSITIONC14

END OF (E) GUARDRAIL

END OF (E)

GUARDRAIL

END OF

(E) GUARDRAIL END OF

(E) GUARDRAIL

REMOVE (E)

GUARDRAIL

END OF (E) POST AND

CABLE FENCE REMOVAL

NOTES:

1. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

(E) EOP

(E) EOP

(E) EOP

(E) EOP

NOTES:

1. PROTECTION FENCING SHALL BE PLACED AT CANOPY DRIPLINE.

2. EXISTING ROOT ZONES SHALL BE PROTECTED DURING CONSTRUCTION.

DRIPLINE

HIGH VISIBILITY

FENCE

POST, TYP

EXISTING

GRADE

"ROAD CLOSED" SIGN (MUTCD R11-2)

"DETOUR" SIGN WITH ARROW

POINTING EASTERLY (MUTCD M4-10)

PROJECT IDENTIFICATION SIGN

LOCATE BARRICADES ALONG

EDGE OF EXISTING CROSSWALK

AND MOUNT TEMPORARY SIGNS

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text Building

AutoCAD SHX Text Building

AutoCAD SHX Text #50

AutoCAD SHX Text 3' Door

AutoCAD SHX Text

FF=14.5

AutoCAD SHX Text

SDAD GR=91.71 INV(NW)=89.78 6" PVC

AutoCAD SHX Text

INV(W)=84.49 10" CPP

AutoCAD SHX Text

INV(W)=77.09 18" VCP

AutoCAD SHX Text

SDAD GR=91.71 INV(NW)=89.78 6" PVC

AutoCAD SHX Text

INV(W)=84.49 10" CPP

AutoCAD SHX Text

INV(W)=77.09 18" VCP

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Conc.

AutoCAD SHX Text

NO PARKING LOADING ZONE

AutoCAD SHX Text

NO

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text

HB

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text

ICV

AutoCAD SHX Text

DEC

AutoCAD SHX Text 14"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 4X6"-12"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 7"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 4X6"-12"

AutoCAD SHX Text J

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text #50

AutoCAD SHX Text #51

AutoCAD SHX Text #52

AutoCAD SHX Text #53

AutoCAD SHX Text #54

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text "Pay to Park"

AutoCAD SHX Text "Keep Right"

AutoCAD SHX Text Brick

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text D.W.P.

AutoCAD SHX Text D.W.P.

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text Rubber Wheel

AutoCAD SHX Text 6' Wood Fence

AutoCAD SHX Text Gate Box

AutoCAD SHX Text Key Pad

AutoCAD SHX Text Key Pad

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Stop (Typ.)

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Sign

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text

SN

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

HB

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

TC

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text 3' Wire Fence

AutoCAD SHX Text 3' Wire Fence

AutoCAD SHX Text 3' Wire Fence

AutoCAD SHX Text 3' Wire Fence

AutoCAD SHX Text 2' Cable Fence

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

BBQ

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text #701

AutoCAD SHX Text Conc.

AutoCAD SHX Text "Accessible Parking"

AutoCAD SHX Text 2.5' Cable Fence

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text

NO PARKING LOADING ZONE

AutoCAD SHX Text

NO

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text

TC

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text

HB

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text

ICV

AutoCAD SHX Text

DEC

AutoCAD SHX Text 14"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 4X6"-12"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 7"

AutoCAD SHX Text

DEC

AutoCAD SHX Text 4X6"-12"

AutoCAD SHX Text J

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text 6" Conc. Wall

AutoCAD SHX Text 8" Block Wall

AutoCAD SHX Text #50

AutoCAD SHX Text #51

AutoCAD SHX Text #52

AutoCAD SHX Text #53

AutoCAD SHX Text #54

AutoCAD SHX Text Guardrail

AutoCAD SHX Text Guardrail

AutoCAD SHX Text Guardrail

AutoCAD SHX Text "Pay to Park"

AutoCAD SHX Text "Keep Right"

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text D.W.P.

AutoCAD SHX Text D.W.P.

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text Rubber Wheel

AutoCAD SHX Text Gate Box

AutoCAD SHX Text Key Pad

AutoCAD SHX Text Key Pad

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Stop (Typ.)

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Sign

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text Steel Pole

AutoCAD SHX Text

SN

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

HB

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV(3)

AutoCAD SHX Text

TC

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc. Seawall

AutoCAD SHX Text Conc. Seawall

AutoCAD SHX Text Conc.

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Bench

AutoCAD SHX Text Conc.

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

TC

AutoCAD SHX Text

TC

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

BBQ

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text #701

AutoCAD SHX Text Conc.

AutoCAD SHX Text "Accessible Parking"

AutoCAD SHX Text Comm. Vault

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text No. C 58265

AutoCAD SHX Text

EXP.

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text W

AutoCAD SHX Text 06/30/26

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL EXTENT OF ROOT GRINDING

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

TREE PROTECTION FENCING

AutoCAD SHX Text

NTS

AutoCAD SHX Text

C3

C1

C1

L3 L4

C4C5

C6C7

C8 C9

C10

C11 C12

C13

C14 C15

C16

C17

C18

C20

C21 C22

C23 C24

C25 C26

C27

C28

C1 (TYP)

C 29 C

C19

L1 L2

C2 C3 10.0'

60.0'

15.0'

8.0'

12.1'

12.5'

15.7'

16.7'

.0'

.0'

10.0'55.0'54.5'

2.1'

5.0'

5.0'

3.0'

2.0'

2.0'

2.4'

1.5'

8.3'

3.0'

3.0'

3.0'

.0'

.0'

9.7

10.3' 12.0'

12.8' 8.0'

43.2'

3.0'

18.0'

0.5'

CURVE TABLE

Curve #

C1

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

Length

3.14'

24.09'

24.05'

24.01'

23.94'

11.76'

13.27'

9.69'

4.76'

19.03'

3.68'

3.16'

8.38'

12.97'

Radius

1.00'

525.35'

523.35'

699.64'

697.64'

15.50'

17.50'

3.24'

9.50'

41.50'

2.00'

2.00'

19.50'

34.50'

Delta

179°59'49"

002°37'39"

002°37'58"

001°57'59"

001°57'59"

043°27'40"

043°27'40"

171°28'24"

028°40'44"

026°16'25"

105°30'56"

090°38'35"

024°37'22"

021°32'31"

CURVE TABLE

Curve #

C17

C18

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

Length

1.76'

44.48'

14.37'

22.10'

24.22'

9.93'

9.93'

7.88'

9.49'

10.30'

8.59'

19.18'

9.06'

Radius

0.60'

272.27'

12.52'

32.19'

35.19'

100.00'

100.00'

30.00'

36.00'

39.00'

30.00'

36.50'

38.50'

Delta

168°12'35"

009°21'35"

065°47'42"

039°19'52"

039°26'33"

005°41'15"

005°41'15"

015°03'30"

015°06'34"

015°07'50"

016°24'33"

030°06'04"

013°28'33"

Line Table

Line #

L3

L4

L1

L2

Length

25.00'

25.00'

20.54'

20.51'

Delta

N51°51'W

N51°51'W

N62°17'W

S62°17'E

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

N

20' 0 20' 40'

RELOCATED VEHICULAR GATE

(N) CONCRETE MEDIAN ISLAND (TYP)

(N) THERMOPLASTIC RUMBLE BARS

INSTALL SALVAGED STOP (R1-1) AND NO RIGHT

TURN (R3-1) SIGN BLADES ON (N) SIGN POST

INSTALL (N) STOP SIGN,

MUTCD R1-1

SIGNPOST TO BE INSTALLED IN (N) DRAINAGE

CHANNEL AND POST LENGTH TO BE ADJUSTED

SO THAT THE SIGNBLADE IS ABOVE ADJACENT

EOP AS SHOWN ON DETAIL 4/C15

NO EXIT/NO PARKING SIGN,

MUTCD R26 (CA)

RELOCATED CARD READER KEY

PAD AND NEW PEDESTAL

CONTRACTOR TO LOCATE AND

AVOID (E) WATER LINE

KEY PLAN

PLAN

C4

J. YEE

J. YEE

G. PHILIPS

07/07/2025 196

PLAZA AREA LAYOUT

CLIN 2

(CLIN 1)

(CLIN 1) LIMITS OF WORK

LEGEND

PLANTED AREA TO BE DECOMPACTED, COVERED WITH SALVAGED TOPSOIL AND

SEEDED WITH NPS-PROVIDED SEED. INSTALL EROSION CONTROL BLANKET AND

FIBER ROLLS AT TOP, MIDDLE AND BOTTOM

(N) AC PAVEMENT (2" GRIND AND OVERLAY)

(E) BRICK TO BE PROTECTED-IN-PLACE

REPLACE (E) BRICK WITH

ASPHALT PAVEMENT

(N) FLUSH CURB

(N) CROSSWALK STRIPING

C15

C14

RESET (E) CONCRETE WHEEL STOPS ON

AND ALONG EDGE OF PAVEMENT (TYP)

(N) DOUBLE YELLOW

CENTERLINE STRIPING

CONTRACTOR TO PROTECT (E) EXPOSED

BRICK DURING PAVING OPERATIONS

(CLIN 2)

(CLIN 3)

(N) BIKE/PED CROSSING PAVEMENT MARKING

C15

(N) PLASTIC BOLLARD

C13

ACCESS CONTROL ARM IMPROVEMENTS AND CURBING

C8

(N) PLASTIC BOLLARD

C13

NO PARKING STRIPING

WITH 3' INTERIOR

STRIPING SPACING C15

STOP BAR

C15

C15

11LANE LINE

C15

NO PARKING STRIPING

WITH 5' INTERIOR

STRIPING SPACINGC15

INSTALL (N) STOP SIGN,

MUTCD R1-1

VERTICAL CURB AND

RAISED ISLANDS C14

C14

(N) FLUSH CURB

C14

GRADE (E) VEGETATED/EARTH TO

ACHIEVE A 4" MAX DROP FROM

ADJACENT (E) CONCRETE WALKWAY

NOTES:

1. ALL DIMENSIONS ARE MEASURED TO FOC, AND CENTER OF PAVEMENT LINES AND CURVE

RADII ARE MEASURED TO BOC.

2. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

(N) THERMOPLASTIC RUMBLE BARS

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11.82(E)

11.93(E)

11.80(E)

12.15(E)

12.42(E)

12.50TC

12.00BC(ME)

12.46TC

11.96BC(ME)

11.90(E)

12.44TC

11.94BC(ME)

12.40TC

11.90BC(ME)

11.88(E)

11.62(E)

11.25(E)

12.12(E)

13.38(E)

13.31(E)

13.10E)

13.64(ME)

14.05TC(ME)

13.85TC(E)

14.06(E)

13.92(E)

(ME)

(ME)

20.91(E) 22.20(E)

18.98(E)

17.74(E)

15.66(ME)

15.62(ME)

15.82(E)

15.78(E)

16.49TS(E)

15.79BS(E)

16.51TS(E)

15.96BS(E)

13.88E)

13.90TC(E)

14.03TC(E)

12.70TC

12.20BC(ME)

12.69TC

12.19BC(ME)

12.75TC

12.25BC(ME)

12.63TC

12.13BC(ME)

6.

1%

6.

3%

6.5%

7.4%

4.2%

5.0

5.7%

3.0

2.8%

4.2%

8.

4%

.9%

13.7%

4.

5%

4.3%

3.6%

2.4%

2.1%

1.6%

9.

4%

3.2%

14.92TC

14.42BC(ME)

15.05TC

14.55BC(ME)

15.08TC

14.58BC(ME)

14.98TC

14.48BC(ME)

15.19TC

14.69BC(ME)

15.28TC

14.78BC(ME)

15.30TC

14.80BC(ME)

15.21TC

14.71BC(ME) 15.39TC

14.89BC(ME)

15.29TC

14.79BC(ME)

PLANTED AREA TO BE DECOMPACTED, COVERED WITH

SALVAGED TOPSOIL AND SEEDED WITH NPS-PROVIDED

SEED AND EROSION CONTROL BLANKET AND FIBER

ROLLS AT TOP, MIDDLE AND BOTTOM

PLANTED AREA TO BE DECOMPACTED, COVERED WITH

SALVAGED TOPSOIL AND SEEDED WITH NPS-PROVIDED

SEED. INSTALL EROSION CONTROL BLANKET AND FIBER

ROLLS AT TOP, MIDDLE AND BOTTOM

1.9%

4.1

1.3%

4.9

2.

2%

1.

7%

5.1%

4.3%

7.

0%

5.0

4.8

4.3

3.8%

3.0

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

N

20' 0 20' 40'

KEY PLAN

PLAN

C5

J. YEE

J. YEE

G. PHILIPS

07/07/2025 197

PLAZA AREA PAVING AND

GRADING PLAN

CLIN 2

(CLIN 1)

(CLIN 1) LIMITS OF WORK

LEGEND

FLOW ARROW

PLANTED AREA TO BE DECOMPACTED, COVERED WITH SALVAGED

TOPSOIL AND SEEDED WITH NPS-PROVIDED SEED. INSTALL EROSION

CONTROL BLANKET AND FIBER ROLLS AT TOP, MIDDLE AND BOTTOM

(E) BRICK

ENLARGED VIEW, SEE SHEET C6

(CLIN 2)

(CLIN 3)

NOTES:

1. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

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X.XX%

22.20(E)

(N) 6" UPRIGHT CURB

21.41TC

20.91BC(E)

19.54TC

19.04BC(ME)

17.71TC

17.21BC(ME)

16.06TC

15.56BC(ME)

15.06TC

14.66BC(ME)

13.34TC

13.34BC(ME)

17.73(E)

16.82(E)

16.42TC

15.92BC(ME)

15.67TC

15.17BC(ME)

16.13TC

15.63BC(ME)

15.01TC

14.51BC(ME)

14.84TC

14.34BC(ME)

14.85TC

14.35BC(ME)

16.20TC

15.70BC(ME)

16.29TC

15.79BC(ME)

16.53TC

16.03BC(ME)

15.38TC

14.88BC(ME)

15.32TC

14.82BC(ME)

15.33TC

14.83BC(ME)

15.19TC

14.69BC(ME)

15.22TC

14.72BC(ME)

15.33TC

14.83BC(ME)

15.43TC

14.93BC(ME)

15.26TC

14.76BC(ME)

15.23TC

14.83BC(ME)

16.80(E)

15.66(E)

18.98(E)

20.60(E)

18.86(E)

20.45(E)

13.90TC

13.40BC(ME)

(N) EP

(N) LANE STRIPING

(N) CENTERLINE

REFLECTORS

MOUNTED ON FACE

OF CURB (TYP)

PLANTED AREA TO BE DECOMPACTED, COVERED WITH

SALVAGED TOPSOIL AND SEEDED WITH NPS-PROVIDED

SEED AND EROSION CONTROL BLANKET AND FIBER

ROLLS AT TOP, MIDDLE AND BOTTOM

EXTENT OF (N) DRAINAGE

CHANNEL

C15

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

N

5' 0 5' 10'

KEY MAP

PLAN

C6

J. YEE

J. YEE

G. PHILIPS

07/07/2025 198

PAVING AND GRADING

DETAILS (CLIN 2)

SHEET 1 OF 2LEGEND

(N) VEGETATED AREA

NOTES:

1. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

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88.97(E)

87.65(E)

88.52(E)

87.04(E)

86.15(E) 85.75(E)

84.37(E)

83.29(E)

82.47(E)

81.84(E)

80.45(E)

78.93(E)

77.84(E)

86.24

84.75

83.48

82.60

81.03

79.73

86.07

85.30

83.46

83.31

80.85

(E) SD INLET

GR=91.71

INV(NW)=89.78 6" PVC

6" UPRIGHT CURB (TYP)

89.95TC

88.45BC 89.55TC

89.05BC

89.85TC

89.35BC

89.05TC

88.55BC

INSTALL 24"X24" BUBBLER

OVER (E) 10" PVC SD PIPE

RIM ELEV = 86.20

INV ELEV = 84.6± (ME)

(N) SWING ARM GATE

AND RECEIVER POST

(N) SWING ARM GATE

AND RECEIVER POST

(E) SWING ARM GATE

(N) EP

(N) LANE STRIPING,

SEE DETAIL 11/C15

DOUBLE-YELLOW STRIPED

CENTERLINE, SEE DETAIL 10/C15

(N) BICYCLE LANE STRIPING

(N) EP

(N) LANE STRIPING, SEE DETAIL 11/C15

(N) FENCELINE

(N) GUARDRAIL

88.79(E)

89.12(E)

REMOVE AND REPAVE TO CONFORM

TO (E) CONCRETE (ELEV 89.08)

89.10(E)

START OF MOUNTABLE CURB

AND GUTTER

81.16(E)

END OF MOUNTABLE CURB AND

GUTTER, START OF 3' TRANSITION TO

6" UPRIGHT CURB 87.24(E)

PLANTED AREA TO BE DECOMPACTED,

COVERED WITH SALVAGED TOPSOIL AND

SEEDED WITH NPS-PROVIDED SEED.

INSTALL EROSION CONTROL BLANKET AND

FIBER ROLLS AT TOP, MIDDLE AND BOTTOM

(N) STOP BAR STRIPING

(E) RUMBLE STRIPSEXTENT OF (N) DRAINAGE

CHANNEL

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401

N

5' 0 5' 10'

KEY PLAN

PLAN

C7

J. YEE

J. YEE

G. PHILIPS

07/07/2025 199

PAVING AND GRADING

DETAILS (CLIN 3)

SHEET 2 OF 2

C13

C13

C14

C14

C13

NOTES:

1. SEE SHEET G1 FOR SURVEY CONTROL POINT INFORMATION.

GUARDRAIL END

TREATMENTC12

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12.0'

23.0'6.0' 6.0'

6.5'

(N) PAVEMENT

PATCH TO

CONFORM TO EGEG

TRENCH WIDTH

AS REQUIRED

12"

3" MIN

PROVIDE CONDUIT SPACERS

(N) TRENCH WALL TO BE

VERTICAL AS POSSIBLE

SAND BACKFILL

COMPACT TO 90%

RELATIVE COMPACTION

(N) DETECTABLE

ELECTRIC TAPE

3"

MIN

(N) STRUCTURAL BACKFILL

COMPACT TO 90%

(N) 1"Ø PVC SPARE CONDUIT

(TYP) FOR ELECTRICAL ONLY

7"

" C

O

VE

R (M

IN

PROPOSED GRADE

(MATCH EXISTING

AFTER GRIND AND

REPAVING)

(N) 1"Ø PVC CONDUIT

(TYP)

TITLE OF SHEET DRAWING NO.

GOLDEN GATE NATIONAL RECREATIONAL AREA OF

SHEET

PMIS/PKG NO.

SUB SHEET NO.DESIGNED:

CADD:

DATE:

TECH. REVIEW:

187495

186401C8

J. YEE

J. YEE

G. PHILIPS

07/07/2025 1910

UTILITY PLAN

PLAN

POLE PANEL

SCALE: 1"=10'

CONTROL CABINET KEYPAD

(N) CONCRETE

ISLANDS

RELOCATED ACCESS CONTROL

ARM (MEGA ARM, BY LIFTMASTER)

(N) KEY PADS MOUNTED ON (N) KEYPAD

SUPPORT ARMS MATCHING EXISTING

CONTRACTOR TO LOCATE (E) UTILITIES

PRIOR TO INITIATING EXCAVATION OR

BOLLARD INSTALLATION

INTERCEPT (E)

ELECTRICAL CONDUIT

(E) ELECTRICAL POLE

REPLACE (E) ELECTRICAL

JUNCTION BOX WITH (N)

ELECTRICAL JUNCTION BOX

(N) 18" X 8" LOOPS OFFSET 18"

FROM BOTH SIDES OF SWING

ARM AND CURB

(CLIN1) LIMITS OF WORK

(N) BOLLARD

CONTRACTOR TO LOCATE (E) UTILITIES

PRIOR TO INITIATING EXCAVATION OR

BOLLARD INSTALLATION

(N) BOLLARD

DEMOLISH AND REMOVE

(E) JUNCTION BOX

CONTRACTOR TO MATCH EXISTING

WIRE SIZE (14AWG OR LARGER). SPLICE

AND EXTEND FEEDER TO (N) JUNCTION

BOX LOCATION IN A 1" PVC CONDUIT

BURIED 18" UNDERGROUND MIN.

CONTRACTOR TO PROVIDE HARDWIRED

CONNECTION FROM JUNCTION BOX TO POWER

120VAC DUPLEX RECEPTACLE PROVIDED INSIDE

MEGA ARM TOWER PER MANUFACTURER

INSTALLATION DETAILS. PROVIDE GROUNDING AND

BONDING PER THE REQUIREMETNS IN CEC 250

CONTRACTOR TO PROVIDE LOW VOLTAGE

CONTROL WIRING AND ALUMINUM SUPPORT

PEDESTALS FOR KEYPADS PER

MANUFACTURER'S DETAILS. PROVIDE 1"C

7-1/8"7-1/8"

3-1/2"

5-1/4"

9-7/8"

13-1/2"

5-1/4"

8-1/2"

(DOOR)

14-1/4"

12-1/4"

8-1/4"

10-1/4"

(CONCRETE

PAD)

TOP VIEW OF TOWER

FOOTPRINT

(BASE

PLATE)

1/2" X 6"

TOWER INSTALLATION

2-1" CONDUITS

NOTES:

1. ALL BOLTS AND FITTINGS TO BE STAINLESS STEEL

6"

(N) MEDIAN

KEYPAD

(GATE ARM BRACKET)

TRAFFIC BOX

CALTRANS NO. 3-1/2T STATE SPECS

STEEL CHECKER COVER

NO. B1017-51JH

44 lbs.TRAFFIC BOX

NO. B1017BOX

130 lbs.

B1017-51GH

A HIGH DENSITY REINFORCED CONCRETE BOX WITH NON-SETTLING SHOULDERS POSITIONED TO

MAINTAIN GRADE AND FACILITATE BACK FILLING. APPROXIMATE DIMENSIONS AND WEIGHT SHOWN

ORDERING

CODE ITEM

APPROX.

SHIPPING

WEIGHT

DESCRIPTION

B1017BOX BOX 130 B1017 UTILITY BOX (105

8"x171

4") H/20 LOADING - 20 PER PALLET

B1017-51JH COVER 44 STEEL CHECKER PLATE, H/20, BOLT DOWN

B1017-51GH COVER 46 STEEL CHECKER PLATE, H/20 WITH READING LID 5" x 8"

B1017X12 EXTENSION 129 12" REINFORCED CONCRETE H/20 LOADING - 20 PER PALLET

B9SL SLAB 32 REINFORCED CONCRETE 131

4" x 193

4"

GALVANIZING AVAILABLE ON ALL STEEL COVERS

2214 " 15 5

8 "

12"

TYPICAL

12"

TYPICAL

2"

20" 13 3

8 "

1714"

10 5 8 "

1812" 11 7

8 "

40" - 42"

(N) PLASTIC BOLLARD

C13

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EXP.

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ACCESS CONTROL ARM IMPROVEMENTS AND CURBING

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ACCESS CONTROL ARM AND KEYPAD

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