Att.7-Revised_P238_Civil_Plans_1-22-2019.pdf

PDF 17 MB Posted Jan 22, 2019

Attached to: DESIGN-BID-BUILD PROJECT P238, AIRFIELD SECURITY IMPROVEMENTS AT MARINE CORPS AIR STATION MIRAMAR, SAN DIEGO, CALIFORNIA
Solicitation number: N6247319B2425
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
Att.11_-_Sheet_C-114_rev1.pdf	PDF	Jan 29, 2019
Amendment_0006.pdf	PDF	Jan 29, 2019
Att.10_-_Sheet_V-106_rev1.pdf	PDF	Jan 29, 2019
Amendment_0005.pdf	PDF	Jan 25, 2019
Amendment_0004.pdf	PDF	Jan 24, 2019
Att.9-SF_24-98.pdf	PDF	Jan 24, 2019
Att.8-DBA_Wages_1-4-19.pdf	PDF	Jan 24, 2019
Amendment_0003.pdf	PDF	Jan 22, 2019
Amendment_0002.pdf	PDF	Jan 17, 2019
Att._7_–_Revised_P238_Civil_Plans.pdf	PDF	Jan 17, 2019
Amendment_0001.pdf	PDF	Jan 8, 2019
Att._1_-_P238_Construction_Plans_and_Specifications.pdf	PDF	Jan 3, 2019
Solicitation.pdf	PDF	Jan 3, 2019
Att._3_-_Final_Environmental_Assessment.pdf	PDF	Jan 3, 2019
Att._2_-_P238_Civil_Plans.pdf	PDF	Jan 3, 2019

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NO SCALE

NORTH

LANCASTER

PALMDALE

LOS ANGELES COUNTY

LOS ANGELES

LONG BEACH

SANTA ANA

ORANGE

COUNTY

MCAS

EL TORO

MCAB TUSTIN

NSC

SAN PEDRO

NWS SEAL BEACH

SANTA CATALINA

ISLAND

SAN CLEMENTE

MCAS MIRAMAR

OCEANSIDE

CARLSBAD

SAN CLEMENTE

ISLAND

NAS

MIRAMAR

MCRD

SAN DIEGO

NAS

NORTH ISLAND

SAN DIEGO

NAVAL COMPLEX

SAN DIEGO

RAMONA

DESERT TEST

RANGE

U.S. NAVY

NAF

EL CENTRO

SALTON SEA

IMPERIAL COUNTYSAN DIEGO COUNTY

GEORGE AFB

BARSTOW

TWENTYNINE

PALMS

MCLSB

BARSTOW

SAN BERNARDINO COUNTY

RIVERSIDE COUNTY

SAN BERNARDINO

RIVERSIDE

CLEVELAND NATIONAL

FOREST

TEMECULA

FALLBROOK

NWS FALLBROOK ANNEX

VISTA

SAN MARCOS

ESCONDIDO

MEXICO

C O

V E

H E

E T

18279026

G-001

FY-19, P-238 AIRFIELD SECURITY IMPROVEMENTS

MCAS MIRAMAR

SAN DIEGO, CA

BASE AREA MAP - MCAS MIRAMAR CALIFORNIAREGIONAL MAP

FINAL DESIGN SUBMTTAL

PROJECT LOCATION MAP

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DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

FINAL DESIGN

SUBMITTAL

F I L

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A R

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IMPROVEMENTS

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SITE

PROJECT

SITE

PROJECT

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LOW POINT

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ASPHALT

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CONCRETE

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CONC

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SIGN

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PUMPS

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SHED

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CONNEX BOX

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GRAVEL ROAD

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IE 383.24 12" CMP

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GATE

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RECYCLED WATER MANHOLE

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IE 383.97 12" PVC

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UTILITY PATCH

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GATE

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ELECTRIC VAULT

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SCALE: 1"=20'

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CP/PK+WSHR

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CP/RBR+MBICAP

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CP/RBR+CAP

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CP/PK+WSHR

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CP/CK102

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AutoCAD SHX Text MCAS MIRAMAR CALIFORNIA - N62473-14-D-0002 P-238 AIRFIELD SECURITY IMPROVEMENTS GROUND TOPOGRAPHY SURVEY BASIS OF COORDINATES BEARINGS AND COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTROL STATIONS PER THE MIRAMAR NAVAL AIR STATION HORIZONTAL CONTROL SURVEY SEPTEMBER-OCTOBER 1993 STATION NORTHING (ft.) GRID EASTING (ft.) GRID 217 1902460.30 6289742.16 725 1894263.55 6282983.17 DISTANCES SHOWN HEREON ARE GROUND AND ARE IN THE TERMS OF THE U.S. SURVEY FOOT CONTROL POINT 100: GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR (0.9999723860) BENCHMARK ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 BASED LOCALLY UPON THE FOLLOWING CONTROL STATION PER THE MIRAMAR NAVAL AIR STATION VERTICAL CONTROL SURVEY SEPTEMBER-OCTOBER 1993. STATION 229: 1" DIAMETER IRON PIPE WITH A TAG STAMPED "CITY ENGR" DRIVEN FLUSH WITH THE GROUND AT THE SOUTHWEST CORNER OF THE MIRAMAR AIR FIELD ON THE MIRAMAR LAND FILL SIDE OF THE FENCE. MONUMENT IS ABOUT 2 FEET NORTH AND 2 FEET WEST OF THE FENCE CORNER. STATION ELEVATION 229 384.882 (ft.) SURVEY PERFORMED BY MICHAEL BAKER INTERNATIONAL, INC. 9755 CLAIREMONT MESA BLVD SAN DIEGO, CA 92124 DATE OF SURVEY: 12/12/2016 - 12/21/2016

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LEGEND

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POWER POLE

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GUY WIRE

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ELECTRIC MANHOLE

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ELECTRIC JUNCTION BOX

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ELECTRIC METER

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ELECTRIC PULL BOX

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GAS VALVE

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WATER VALVE

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AIR VAC

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UTILITY MANHOLE

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HOSE BIB

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BOLLARD

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SIGN POST MARKER

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ROAD SIGN

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BUSH

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PALM TREE

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TREE

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IE 386.01 12" PVC

AutoCAD SHX Text AC ASPHALT CONCRETE ACBM ASPHALT CONCRETE BERM ACFL ASPHALT CONCRETE FLOW LINE (GUTTER) BM BENCHMARK BOH BUILDING OVERHEAD (ROOF LINE) BWF BARB WIRE FENCE CFL CONCRETE FLOW LINE (GUTTER) CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CONC CONCRETE CONDIT CONDUIT CP CONTROL POINT DI DRAIN INLET E ELECTRIC LINE (UTILITY) EFS EDGE OF FINISH SURFACE EMTR ELECTRIC METER EPAV EDGE OF PAVEMENT ER EDGE OF ROAD EVLT ELECTRIC VAULT FL FLOW LINE FM FOUND SURVEY MONUMENT FNC FENCE FS FINISH SURFACE (SPOT ELEVATION) GAS GAS LINE (UTILITY) GB GRADE BREAK GUY GUY WIRE ANCHOR GS GROUND SHOT (SPOT ELEVATION) GVLV GAS VALVE ICBX IRRIGATION CONTROL BOX JBOX JUNCTION BOX LTSTD LIGHT STANDARD/POLE MH MANHOLE OHW OVERHEAD WIRE/S PVC POLYVINYL CHLORIDE (PLASTIC) PIPE PP POWER POLE SDIN STORM DRAIN PIPE (IN) SDOUT STORM DRAIN PIPE (OUT) TCF TOP CURB AT FACE TSN TRAFFIC SIGN POST TW TOP OF WALL WL WATER LINE (UTILITY) WVLV WATER VALVE

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FENCE LINE

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ELECTRIC/POWER UTILITY LINE

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GAS/FUEL UTILITY LINE

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WATER UTILITY LINE

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MINOR/INTERMEDIATE CONTOURS

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HIGH POINT

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HIGH POINT

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GULLY

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CANYON/RAVINE

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LOW POINT

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HIGH POINT/AREA

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RIP RAP AT FENCE

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ABBREVIATIONS

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GATE

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MIRAMAR ROAD

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MIRAMAR WAY

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CARROLL RD

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JOHNSON RD

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JOHNSON RD

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SIDEWINDER RD.

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DE LA GARZA RD

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GATE

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PLESS AVE

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MIRAMAR DR.

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WHEAT DRIVE

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FOSTER LA

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MATOR WAY

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BLACK EAGLE DRIVE

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ELROD AVE

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BAUER ROAD

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MIRAMAR WAY

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COMPASS ROSE

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SMITH RD

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JOHNSON RD

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WILLIAMS WAY

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PLESS AVE

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PLESS AVE

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EDSON RD

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OBREGON AVE

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BOYINGTON RD

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TALBOT AVE

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TAXIWAY

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TAXIWAY

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EDSON ROAD

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SCHILT AVE

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EDSON

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SILVA ROAD

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ROAD

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MITSCHER

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JOGGING COURSE

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BAUER ROAD

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GOLF DRIVING RANGE

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EMPIRE ST.

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DAVIS AVE

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MIRAMAR WAY

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CABOT DR

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MIRAMAR ROAD

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WHEAT DRIVE

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CLAYTON DR.

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MIRAMAR ROAD

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WHEAT DR

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JIMENEZ CT

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DELTA RD

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ANDERSON AVENUE

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BAUER ROAD

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KELSO

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BURKE

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POLAIS AVE

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DELTA ROAD

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ORION

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GRAHAM AVE

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ORION

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COURT

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MITSCHER WAY

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HOWE RD

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ORION DR

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CT.

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SUNDOWNER

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SUN

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KING

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ROAD

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DELTA ROAD

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BENFOLD DR

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COURT

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LION

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BLACK

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TOPGUN

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MATOR DR

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AVE.

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KEARNY VILLA ROAD

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MIRAMAR

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JOHNSON ROAD

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BOYINGTON RD

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ROBINSON WAY

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AUSTIN AVE

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WAY

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WALSH ROAD

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AUSTIN AVE

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BLACK MOUNT. RD

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PADGETT ST

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DRIVE

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PHIPPS AVE

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BETA DR

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BELLATRIX DR

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GONSALVES AVE

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MOORE AV

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SHIELDS DR

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WHEAT DRIVE

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MATTHEWS AVE

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ELROD AVE

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CANOPUS

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NEWLIN LANE

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MAXAM AVENUE

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SMEDLEY AVE

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BAUER ROAD

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VILLA

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CANOPUS

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KEARNY

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DRIVE

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EDSON LA

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MAIN ST

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BM/MCAS BASE CP

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CP/CK102

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MCAS MIRAMAR, CALIFORNIA

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SAN DIEGO, CA

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WM/JV

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DD/MM/YY

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CENTRAL INTEGRATED PRODUCT TEAM

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SAN DIEGO, CALIFORNIA

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J. COON

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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EPROJECT NO.:

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CONCEPT DESIGN SUBMITTAL

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FINAL SUBMITTAL

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AMENDMENT NO. 0002

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CIVIL LEGENDABBREVIATIONS (ALL SHEETS)

B R

E V

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N D

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18279027

G-002

EXISTING IMPROVEMENTS

PROPOSED IMPROVEMENTS

GENERAL NOTES

DESIGN STANDARDS

TOLL FREE 811 OR 1-800-277-2600

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EXISTING MINOR CONTOUR ELEVATION

AutoCAD SHX Text APPR APPROVED APPROVED BFL BROW DITCH FLOWLINE BROW DITCH FLOWLINE BW BOTH WAYS BOTH WAYS BW BOTTOM OF WALL BOTTOM OF WALL BOTT BOTTOM BOTTOM BLDG BUILDING BUILDING CB CATCH BASIN CATCH BASIN CI CURB INLET CURB INLET CJ CONTRACTION JOINT CONTRACTION JOINT CL CENTERLINE CENTERLINE CHK CHECKED CHECKED C COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUED CONTINUED CONT CONTRACT CONTRACT CU CUBIC CUBIC CM CUBIC METER CUBIC METER DEG DEGREE DEGREE o DEGREE DEGREE DES DESIGNED DESIGNED D DIAMETER DIAMETER DIA DIAMETER DIAMETER DIR DIRECTOR DIRECTOR D DRAIN LINE DRAIN LINE DL DRAINLINE DRAINLINE DWG DRAWING DRAWING DI DUCTILE IRON DUCTILE IRON DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DR DRIVE PATH DRIVE PATH (E) EXISTING EXISTING EA EACH EACH EA ENVIRONMENTAL ASSESSMENT ENVIRONMENTAL ASSESSMENT EW EACH WAY EACH WAY E EAST EAST ELEC PB ELECTRIC PULL BOX ELECTRIC PULL BOX EL ELEVATION ELEVATION = EQUALS EQUALS EXIST EXISTING EXISTING EG EXISTING GROUND EXISTING GROUND EJ EXPANSION JOINT EXPANSION JOINT FIPT FEMALE IRON PIPE THREAD FEMALE IRON PIPE THREAD FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FLG FLANGE FLANGE FL FLOW LINE FLOW LINE FS FINISHED SURFACE FINISHED SURFACE FT FOOT FOOT G GAS GAS GB GRADE BREAK GRADE BREAK GR GRATE GRATE GV GATE VALVE GATE VALVE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT ID IDENTIFICATION IDENTIFICATION ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT IE INVERT ELEVATION INVERT ELEVATION IRRIG BOXES IRRIGATION BOXES IRRIGATION BOXES KG KILOGRAM KILOGRAM KJ CONSTRUCTION JOINT CONSTRUCTION JOINT L LANDING LANDING LP LOW POINT LOW POINT LTP LIGHT POST LIGHT POST MID MID POINT (SPRING LINE) MID POINT (SPRING LINE) MH MANHOLE MANHOLE MFG MANUFACTURER MANUFACTURER MAX MAXIMUM MAXIMUM MJ MECHANICAL JOINT MECHANICAL JOINT MIN MINIMUM MINIMUM NC NAVAL FACILITIES NAVAL FACILITIES N NORTH NORTH NO NUMBER NUMBER # NUMBERNUMBER

AutoCAD SHX Text OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER PCR POINT OF CURVE RETURN POINT OF CURVE RETURN PVT PAVEMENT PAVEMENT PVMT PAVEMENT PAVEMENT % PERCENT PERCENT POC POINT OF CONNECTION POINT OF CONNECTION PI POINT OF INTERSECTION POINT OF INTERSECTION PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PREP'D PREPARED PREPARED R RADIAL RADIAL R RADIUS RADIUS RP REDUCED PRESSURE REDUCED PRESSURE REINF REINFORCED REINFORCED RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SD STORM DRAIN STORM DRAIN SJ SCORED JOINT SCORED JOINT S SEWER SEWER SS MH SEWER MANHOLE SEWER MANHOLE STRM MH STORM MANHOLE STORM MANHOLE SL SEWERLINE SEWERLINE S SOUTH SOUTH SS SANITARY SEWER SANITARY SEWER STRM STORM SEWER STORM SEWER SPEC SPECIFICATION SPECIFICATION SPECS SPECIFICATIONS SPECIFICATIONS SQ SQUARE SQUARE STA STATION STATION STL STEEL STEEL SW SIDEWALK SIDEWALK SYM SYMBOL SYMBOL TBD TOP OF BROW DITCH TOP OF BROW DITCH THD THREAD THREAD THRD THREAD THREAD THW TOP OF HEADWALL TOP OF HEADWALL TOP TOP ELEVATION TOP ELEVATION TC TOP OF CURB TOP OF CURB TP TOP OF PAVEMENT TOP OF PAVEMENT TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL VERT VERTICAL VERTICAL W WATER WATER WL WATERLINE WATERLINE WP WEAKENED PLANE JOINT WEAKENED PLANE JOINT W WEST WEST W/ WITH WITH

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NORTHING (N)

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EASTING (E)

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HORIZONTAL CONTROL INFORMATION

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1. THIS PROJECT CONSISTS OF AIRFIELD UPGRADES TO LEVEL II SECURITY. ENVIRONMENTAL MITIGATION WILL BE REQUIRED, STORM WATER MANAGEMENT WILL BE INCLUDED DURING THE SITE REMOVAL AND RESTORATION, IN ORDER TO ADDRESS THE VERNAL POOLS, VERNAL POOL WATERSHEDS, STREAM BEDS, ASSOCIATED WITH WETLANDS AND COASTAL SCRUB AND SENSITIVE SPECIES. THIS PROJECT PROVIDES DEMOLITION TO EXISTING CHAIN LINK FENCE INCLUDING GATES, MINOR GRADING IS ANTICIPATED. AREAS AFFECTED BY THE REPAIR/CONSTRUCTION WILL BE IN COMPLIANCE WITH APPLICABLE STANDARDS LISTED AND FOLLOW FEDERAL CRITERIA FOR DESIGN, DEVELOPMENT, AND CONSTRUCTION OF THE PROJECT. 2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL THE LABOR, MATERIALS, AND NECESSARY SERVICES TO EXECUTE THE WORK AS SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 3. ANY DISCREPANCIES IN INFORMATION CONVEYED EITHER BY THE DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED BY THE GENERAL CONTRACTOR TO THE ATTENTION OF THE CONTRACTING OFFICER. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT PROPERTY AND TO INSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH THE WORK. 5. IN THE WORK OF ALL TRADES, THE GENERAL CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR ORIGINAL CONDITION. 6. ALL MATERIALS AND FINISHES SHALL BE NEW MATERIALS. 7. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALE DRAWINGS. DO NOT SCALE THE DRAWINGS. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS. 8. FULL SIZE ANSI D DRAWING SHEET MEASURES 22" X 34". IF SHEET MEASURES LESS, IT IS A REDUCED PRINT - SCALE ACCORDINGLY. 9. IN THE WORK OF ALL TRADES, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE EXISTING FIELD CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS. 10. LOCATION OF EXISTING UTILITIES SHOWN ON DRAWINGS ARE FROM AVAILABLE RECORD INFORMATION. IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. 11. TRAFFIC CONTROL: CONTRACTOR TO PROVIDE TRAFFIC CONTROL AS REQUIRED DURING CONSTRUCTION. PROVIDE TRAFFIC CONTROL PLANS WITH AT LEAST 30 DAYS NOTICE. 12. EROSION CONTROL: CONTRACTOR TO INSTALL APPROPRIATE BEST MANAGEMENT (BMPS) AS REQUIRED DURING CONSTRUCTION. 13. WORK RESTRICTIONS: REGULAR WORKING HOURS WORK RESTRICTIONS: REGULAR WORKING HOURS SHALL CONSIST OF EITHER AN 8 HOUR OR 10 HOUR PERIOD BETWEEN 0630 - 1700 MONDAY THROUGH FRIDAY; EXCLUDING GOVERNMENT HOLIDAYS. ON A PROJECT-BY-PROJECT BASIS, THE GOVERNMENT IS WILLING TO ENTERTAIN PROJECT SCHEDULES THAT FALL OUTSIDE OF THE REGULAR PRESCRIBED WORKING HOURS. 14. CONTRACTOR SHALL CONSIDER A HIGH WATER CONTRACTOR SHALL CONSIDER A HIGH WATER TABLE FOR ANY EXCAVATION ACTIVITIES AND NEED TO CONSIDER IN THEIR PROPOSAL. 15. CONSTRUCTION ACTIVITIES WILL BE SUSPENDED FOR CONSTRUCTION ACTIVITIES WILL BE SUSPENDED FOR THE ANNUAL MIRAMAR AIR SHOW, WHICH NORMALLY MIRAMAR AIR SHOW, WHICH NORMALLY TAKES PLACE IN OCTOBER OF EACH YEAR, BUT IS SUBJECT TO NO WORK SHALL BE ALLOWED FROM THE WEDNESDAY BEFORE, UNTIL THE MONDAY AFTER THE AIR SHOW. ALL CONSTRUCTION SITES SHALL BE THROUGHLY CLEAN ON THE WEDNESDAY BEFORE THE AIR SHOW. A 45 to 60 DAY ADVANCE NOTICE OF ACTUAL DATES WILL BE PROVIDED BY THE CONTRACTING OFFICER. THIS PERIOD HAS BEEN CONSIDERED IN COMPUTING THE TIME ALLOWED FOR THE PERFORMANCE OF THIS CONTRACT.

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EXISTING MAJOR CONTOUR ELEVATION

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EXISTING GUY WIRE

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EXISTING CATCH BASIN GRATE

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EXISTING STORM SEWER VALVE

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EXISTING ELECTRICAL PULL BOX

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EXISTING ELECTRIC MANHOLE

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EMH

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SSV

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EPB

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SSMH

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TMH

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EXISTING STORM SEWER MANHOLE

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EXISTING TELEPHONE MANHOLE

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EXISTING TREE

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EXISTING SANITARY SEWER CLEANOUT

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16. UTILITY OUTAGE REQUIREMENTS AND OPERATIONAL DISRUPTIONS: PERMISSION TO INTERRUPT ANY MCAS MIRAMAR ROADS, RAILROADS, AND/OR SRVICES SHALL BE REQUESTED IN WRITING A MINIMUM OF 30 CALENDAR DAYS PRIOR TO THE DESIRED DATE OF INTERRUPTION. ADDITIONALLY, THIS IS TO INCLUDE ANY POTENTIAL DISRUPTIONS IN THE OPERATIONS OF ANY UNIT OR COMMAND FACILITIES AND/OR BUILDINGS. 17. IMPORTANT NOTE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT I.D. NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT, 18. ADJUST TO GRADE ALL WATER VALVES, SEWER MANHOLES, STORM DRAIN MANHOLES, STEAM MANHOLES, ELECTRICAL VAULTS AND OTHER APPURTENANCES ON ROAD AS NEEDED. 19. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL PRESENT THEIR SCHEDULE TO MCAS MIRAMAR'S CONSTRUCTION MANAGER TO COORDINATE WORK. 20. CONTRACTOR TO COORDINATE WITH CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER AND ENVIRONMENTAL MANAGEMENT DEPARTMENT FOR ACCEPTABLE LAYDOWN AREAS, SEE SHEET C-100. CONTRACTOR TO STAY INSIDE THE EXISTING ASPHALT PAVED AREA AT ALL TIMES. 21. CONTRACTOR TO INSTALL FENCE AND GATE CONTRACTOR TO INSTALL FENCE AND GATE SIGNS PER THE MARINE CORPS PHYSICAL SECURITY PROGRAM, PARAGRAPH 3004. 22. CONTRACTOR REFER TO SPECIFICATIONS CONTRACTOR REFER TO SPECIFICATIONS SECTION 01 57 19 FOR WORK RESTRICTIONS WHILE WORKING IN THE ENVIRONMENTAL SENSITIVE AREAS. 23. RAINY SEASON STARTS AS EARLY AS RAINY SEASON STARTS AS EARLY AS SEPT/OCT AND ENDS AS LATE AS MAY/JUNE, CONTRACTOR TO CHECK WITH THE INSTALLATION'S ENVIRONMENTAL MANAGEMENT DEPARTMENT FOR ALLOWED WORKING CONDITIONS. 24. CONSTRUCTION TO FOLLOW SPECIAL CONSTRUCTION TO FOLLOW SPECIAL PROCEDURES PER SECTION 01 57 19 TEMPORARY CONTROLS. ANY WORK WITHIN ENVIRONMENTAL SENSITIVE AREAS MUST BE COORDINATED WITH QUALIFIED BIOLOGICAL MONITOR PROVIDED BY OTHER. 25. CONTRACTOR TO COMPLY WITH THE CONTRACTOR TO COMPLY WITH THE CONSERVATION MEASURES OUTLINED IN THE BIOLOGICAL OPINION, PARTICULARLY CONSERVATION MEASURES 14, 16, AND 18, WHICH CAN BE FOUND IN APPENDIX C OF THE SUPPLEMENTAL ENVIRONMENTAL ASSESSMENT. THE ENVIRONMENTAL CONTRACTOR WILL PROVIDE A BIOLOGICAL MONITOR WHO IS AVAILABLE TO COORDINATE AND PROVIDE GUIDANCE REGARDING ENVIRONMENTAL REQUIREMENTS.

AutoCAD SHX Text WHOLE BUILDING DESIGN GUIDE UFC: 3-201-01, CIVIL ENGINEERING UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) BETTER MILITARY TRAFFIC ENGINEERING 2011, SDDCTEA PAMPHLET 55-17 MARINE CORPS PHYSICAL SECURITY PROGRAM MANUAL CO 5530.14 PARAGRAPH 3004 MARINE CORPS AIR STATION, MIRAMAR REQUIREMENTS (REV. 4), SPECIFIC FACILITIES DESIGN/CONSTRUCTION RQUIREMENTS, OCTOBER 2018

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MCAS MIRAMAR, CALIFORNIA

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SAN DIEGO, CA

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WM/JV

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DD/MM/YY

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CENTRAL INTEGRATED PRODUCT TEAM

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SAN DIEGO, CALIFORNIA

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J. COON

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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EPROJECT NO.:

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CONCEPT DESIGN SUBMITTAL

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FINAL SUBMITTAL

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AMENDMENT NO. 0002

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WUS PLANNING LEVEL NON WETLAND

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WATER UTILITY

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TELCOMM UTILITY

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GAS/FUEL UTILITY

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STORM DRAIN UTILITY

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SANITARY SEWER UTILITY

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CALIFORNIA GNATCATCHER AREAS

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ENVIRONMENTALLY SENSITIVE AREAS

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LIMITS OF WORK

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EXISTING FENCE

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FENCE

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PERIMETER GATE NUMBER

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MCAS MIRAMAR, CALIFORNIA

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SAN DIEGO, CA

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WM/JV

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XXXXXX

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DD/MM/YY

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CENTRAL INTEGRATED PRODUCT TEAM

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SAN DIEGO, CALIFORNIA

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J. COON

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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DES

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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EPROJECT NO.:

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CONCEPT DESIGN SUBMITTAL

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FINAL SUBMITTAL

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AMENDMENT NO. 0002

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SHEET INDEX

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SHEET NUMBER

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SHEET TITLE

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NAVFAC DWG

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SHEET OF 37

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COVER SHEET

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ABBREVIATION LEGEND AND GENERAL NOTES

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SHEET INDEX

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