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CONTRACT DRAWINGSFOR THE CONSTRUCTION OF

INSTALL PERIMETER FENCING PROJECT

HALF MOON BAY AIRPORT

LOCATION MAP

NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDEDUNDER THE APPROVED REVISION PROCESS

TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF THEPLANS AND SPECIFICATIONS FOR THIS PROJECT ARE IN

COMPLIANCE WITH THE BUILDING CODE OF THE STATE OF CALIFORNIA

NOT TO SCALE

C&S PROJECT # I16.002.002

FAA AIP PROJECT # 3-06-0097-015-2015 (DESIGN)

SAN MATEO COUNTYSTATE OF CALIFORNIA

MARCH 2016

PROJECTLOCATION

APPROVED

_________________________________

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

APPROX. - APPROXIMATE

ASPH. - ASPHALT

BC - BEGIN CURVE

BLDG. - BUILDING

CIP - CAST IRON PIPE

CONC. - CONCRETE

CSP - CORRUGATED STEEL PIPE

DIA. - DIAMETER

ELEV. - ELEVATION

FND. - FOUNDATION

LT - LEFT

LP - LOW POINT

MAX. - MAXIMUM

MIN. - MINIMUM

MISC. - MISCELLANEOUS

NA - NOT APPLICABLE

OFA - OBJECT FREE AREA

PAV'T. - PAVEMENT

PC - POINT OF CURVATURE

PT- POINT OF TANGENCY

PVI - POINT OF VERTICAL INTERSECTION

PVC - POINT OF CURVATURE (VERTICAL CURVE)

PVC - POLYVINYL CHLORIDE PIPE

PVT - POINT OF TANGENCY (VERTICAL CURVE)

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

RSA - RUNWAY SAFETY AREA

ROW - RIGHT OF WAY

RPZ - RUNWAY PROTECTION ZONE

RT - RIGHT

RW - RUNWAY

SHDR. - SHOULDER

SICPP - SMOOTH INTERIOR CORRUGATED

POLYETHYLENE PIPE

STA. - STATION

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

TW - TOP OF WALL

TYP. - TYPICAL

PI - POINT OF INTERSECTION

ABAN. - ABANDONED

CMP - CORRUGATED METAL PIPE

UD - UNDERDRAIN

PCC - PORTLAND CEMENT CONCRETE

PAVEMENT

BM - BENCH MARK

EC - END OF CURVE

FS - FINISH SURFACE

EOP - EDGE OF PAVEMENT

FF - FINISH FLOOR

GB - GRADE BREAK

FG - FINISH GRADE

CMPA - CORRUGATED ARCHED METAL PIPE

FL - FLOW LINE

IE - INVERT ELEVATION

AST - ABOVE GROUND STORAGE TANK

TC - TOP OF CURB

TD - TOP OF DIKE

TF - TOP OF FOOTING

HP - HIGH POINT

ROFA - RUNWAY OBJECT FREE AREA

O.C. - ON CENTER

TWY - TAXIWAY

SHEET NO. SHEET REFERENCE NO. TITLE

1 G-001 TITLE SHEET

2 G-002 SHEET INDEX, SURVEY CONTROL AND LEGEND

3 G-003 FENCE GENERAL NOTES

4 G-101 FENCE GENERAL PLAN

5 G-102 CONSTRUCTION SAFETY PHASING PLAN AND DETAILS

6 C-101 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS

7 X-101 REVEGETATION PLAN

8 CD-101 FENCE DEMOLITION PLAN

9 CG-101 FENCING GEOMETRY PLAN

10 CG-501 FENCE AND GATE DETAILS

EXISTING CONTOUR LINE40

EXISTING FENCE LINE

EXISTING STORM DRAIN PIPE

EXISTING HEADWALL

EXISTING WATER LINE

EXISTING

EXISTING WATER

EXISTING SANITARY SEWER LINE

EXISTING SANITARY SEWER MANHOLE

EX G

EXISTING GAS LINE

EXISTING OVERHEAD TELEPHONE LINE

EX T

OH/T

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

OH/E

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING CONCRETE DUCT MARKER

EXISTING CONCRETE CABLE MARKER

EXISTING CONCRETE SPLICE MARKER

D

C

S

EXISTING BOLLARD OR POST

EXISTING EDGE OF SHRUBS

EXISTING FLOW LINE

EXISTING BLOCK WALL

EXISTING RUNWAY OR TAXIWAY EDGE LIGHT

EXISTING AIRFIELD GUIDANCE SIGN

MW

EXISTING MONITORING WELL

EXISTING ELECTRICAL MARKER

EXISTING ELECTRICAL MANHOLE

EMH

EXISTING PULLBOX

PB

EXISTING DUCT BANK

EXISTING AIRFIELD LIGHTING CABLE IN TRENCH

EXISTING TRANSFORMER

EXISTING WIND CONE

EXISTING LIGHTED WIND CONE

EXISTING SURVEY CONTROL POINT

EXISTING AVIATION EASEMENT BOUNDARY

EXISTING DOUBLE SWING GATE

EXISTING CANTILEVER GATE

RUNWAY/TAXIWAY CENTERLINE

EXISTING AIRPORT PROPERTY LINE

EXISTING GUY WIRE AND ANCHOR

EXISTING ROAD

EXISTING AIRFIELD LIGHTING CABLE IN TRENCH

EXISTING TAXIWAY EDGE LIGHT

ABANDON IN PLACE

A

FLAGPERSON LOCATION

BARRICADE LOCATION WITH WORK

WORK AREA LIMITS / STAGING AREAS

PROPOSED SILT FENCE

W

EXISTING SANITARY SEWER CLEANOUT

EX E

EX SS

EX W

HAF 3

EXISTING

E

EXISTING DOMESTIC WATER METER

AREA DESIGNATION

BC-1

TP-1

TEST BORING LOCATION

TEST PIT LOCATION

EXISTING TAXIWAY EDGE LIGHT TO REMAIN

EXISTING AIRFIELD GUIDANCE SIGN

EXISTING RUNWAY OBSTACLE FREE ZONE

EXISTING RUNWAY SAFETY AREA

EXISTING RUNWAY OBJECT FREE AREA

ROFA

ROFZ

RSA

EXISTING POWER POLE

EXISTING FENCE LINE TO BE REMOVED

PROPOSED DIRECTION OF

CONSTRUCTION TRAFFIC

PROPOSED CHAIN LINK FENCE

PROPOSED STABILIZED CONSTRUCTION

ENTRANCE

EXISTING VEGETATION LIMIT

HORIZONTAL DATUM:

CALIFORNIA COORDINATE SYSTEM, ZONE 3

NORTH AMERICAN DATUM OF 1983 (NAD83), EPOCH 2005.69

VERTICAL DATUM:

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

PROJECT CONTROL:

HAF 3 HAF 8 HAF 9

N: 2016698.56 N: 2016025.82 N: 2017650.02

E: 5982244.66 E: 5981499.90 E: 5979771.41

ELEV: ELEV: ELEV:

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

0 400' 800'

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

0 100' 200'

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

EXISTING UTILITY POLE

BARRICADE LOCATION

PROPOSED DIRECTION OF

CONSTRUCTION TRAFFIC

PROPOSED STABILIZED CONSTRUCTION

ENTRANCE

WORK AREA LIMITS / STAGING AREAS

LEGEND

0 100' 200'

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

FLOW

12" MIN.

TRENCH DETAIL

8' MAXIMUM SPACING WITH

6' MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE

WIRE SUPPORT FENCE

WOOD POST

WOOD POST

FLOW

18"

ISOMETRIC VIEW

NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

9" (228mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT

OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

4. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY

6" AND FOLDED.

5. SEE SPECIAL PROVISIONS, PARAGRAPH 8 FOR ADDITIONAL REQUIREMENTS.

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

EXTRA STRENGTH FILTER FABRIC

NEEDED WITHOUT WIRE MESH SUPPORT

4"x6" (102 X 152mm)

TRENCH WITH COMPACTED BACKFILL

VARIES

EXISTING GRADE

SILT FENCE

NEW CHAIN

LINK FENCING

SECURED AIRPORT SIDE UNSECURED LAND SIDE

3'

MAX.

EXISTING AIRPORT

PROPERTY LINE

NOTES:

1. SILT FENCE SHALL BE PLACED ALONG

ENTIRE LENGTH OF NEW FENCE LINE

INSIDE THE EXISTING AIRPORT

PROPERTY LINE.

BROADCAST SEED AND EROSION

CONTROL FABRIC

NO REVEGETATION UNLESS

OTHERWISE DIRECTED BY THE ONSITE

BIOLOGIST, ENGINEER AND/OR OWNER

LEGEND

Scientific Name Common Name Percent ofSeed Mix

Lbs (Note 1)

Bromus carinatusCalifornia

bromegrass 56% 25.1

Elymus glaucus Blue wildrye 22% 10.0

Festucamicrostachys Small fescue 13% 6.0

Trifoliumwilldenovii Creek clover 9% 4.0

0 50' 100'

0 50' 100'

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

EXISTING FENCE TO REMAIN

REMOVE EXISTING FENCE, POSTS AND

FOUNDATIONS AND DISPOSE OF

OFF AIRPORT PROPERTY.

PROTECT EXISTING UTILITIES

CLEAR AND GRUB ALL VEGETATION AND ORGANIC MATERIAL

ALONG PROPOSED NEW FENCE ALIGNMENT, SEE DETAIL A1/CG-501

PROTECT EXISTING CONCRETE SWALE IN PLACE

REMOVE EXISTING DOUBLE SWING GATE

LIMIT OF FENCE REMOVAL

REMOVE EXISTING PEDESTRIAN ACCESS GATE

EXISTING GRAVEL ACCESS ROAD TO REMAIN,

CONTRACTOR TO GRADE UNPAVED ENTRANCE

TO MATCH NEW GATE WIDTH AND MAINTAIN

EXISTING DRAINAGE CONDITIONS

(TYP.)

(TYP.)

(TYP.)

0 50' 100'

0 50' 100'

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

EXISTING GRAVEL ACCESS ROAD TO REMAIN, CONTRACTOR

TO GRADE UNPAVED ENTRANCE TO MATCH NEW GATE

WIDTH AND MAINTAIN EXISTING DRAINAGE CONDITIONS

PROTECT EXISTING UTILITIES

CLEAR AND GRUB ALL VEGETATION AND ORGANIC

MATERIAL ALONG PROPOSED NEW FENCE ALIGNMENT,

SEE DETAIL A1/CG-501

FURNISH AND INSTALL 6' HIGH CHAIN LINK FENCE WITH

THREE STRAND BARB WIRE AND SIGNAGE PER DETAIL C1/CG-501

FURNISH AND INSTALL 24' WIDE MANUAL DOUBLE SWING

GATE AND SIGNAGE PER DETAIL C2 & B1 ON CG-501

CONNECT NEW 6' HIGH CHAIN LINK FENCE TO EXISTING FENCE

FURNISH AND INSTALL 4' WIDE PRE HUNG PEDESTRIAN

GATE WITH CYPHER LOCK AND SIGNAGE PER DETAIL

C3/CG-501

EXISTING FENCE TO REMAIN

(TYP.)

(TYP.)

EXISTING FENCE, SEE DEMOLITION PLAN FOR LIMITS OF

REMOVAL

(TYP.)

FOR REVEGETATION INFORMATION, SEE SHEET X-101

2'-0"

4'-0"

2"

3.5"

NOTES:

1. SECURITY SIGNS SHALL BE INSTALLED ON THE NON-SECURE SIDE OF THE SECURITY FENCE

WITH 24" RUSTPROOF ALUMINUM OR STEEL FENCE MOUNTING BRACKETS AND GALVANIZED

NUTS AND BOLTS. TOP OF SIGN SHALL BE 2' FROM TOP OF PROPOSED SECURITY FENCE. SIGNS

SHALL BE INSTALLED AT 200' INTERVALS AND 100' FROM FENCE CORNERS, AS DIRECTED BY

ENGINEER AND OWNER.

2. ALL SIGNS ARE BLACK LETTERS AND BORDER ON WHITE REFLECTIVE BACKGROUND.

3. ALL SIGN MATERIAL AND CONSTRUCTION PER MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

4. ALL MATERIALS SHALL HAVE REFLECTIVE PROPERTIES.

5. ALL SIGNS SHALL BE 0.080 SHEET ALUMINUM.

6. PROVIDE THE ADDITIONAL QUANTITIES OF EACH SIGN BELOW FOR THE AIRPORT TO REPLACE.

SIGN E-1... 2 SIGNS

SIGN E-2... 4 SIGNS

8950 Cal Center Drive

Suite 112

Sacramento, California 95826

Phone: 916-364-1470

www.cscos.com

C&S Engineers, Inc.

10'

MIN.

EXISTING GRADE

CHAIN LINK FABRIC

3-STRAND BARBED WIRE

ON 45° OUTRIGGERS

NEW CHAIN

LINK FENCING

NEW CHAIN LINK

FENCING POST

SECURED AIRPORT SIDE UNSECURED LAND SIDE

NOTES:

1. WHEN PLANS CALL OUT THAT EXISTING

FENCING IS TO BE REMOVED, THEN

THE CONTRACTOR HAS THE OPTION TO

KEEP THE EXISTING FENCING IN PLACE

UNTIL THE NEW FENCING IS INSTALLED.

IN ANY CASE, ALL BREACHES IN

FENCING SHALL BE SECURED AT THE

END OF EACH WORK DAY AS

APPROVED BY THE ENGINEER.

2. WHEN PLANS CALL OUT THAT EXISTING

FENCING IS TO REMAIN, THEN IT SHALL

BE PROTECTED IN PLACE.

3. CLEAR AND GRUB PROPOSED FENCE

LINE PER MINIMUM WIDTHS SHOWN.

FINISH GRADE PROPOSED FENCE LINE

AS NEEDED FOR THE NEW FENCE

INSTALLATION. THE CONTRACTOR

SHALL REMOVE AND DISPOSE OF ALL

REMOVED MATERIAL OFF-SITE.

4. THE CONTRACTOR SHALL HYDRO-SEED

ALL AREAS THAT HAVE BEEN CLEARED.

5. AT NO TIME SHALL CONTRACTOR

PERSONNEL OR EQUIPMENT ENTER

WETLAND AREAS.

6. SEE SPECIAL PROVISIONS PARAGRAPH

8 FOR ADDITIONAL REQUIREMENTS.

5'

MIN.

15' MIN. WIDTH

OF CLEARING

AND GRUBBING

1 1/2"

(T

YP

.)

1 3/4"

2 1/4"

1"

(T

YP

.)

2"

2"

2'-0"

2'-6"

RED LETTERS

(2 1/2" HIGH)

WHITE BACKGROUND

3/8" RED BORDER

RED BACKGROUND

WHITE LETTERS

(3" HIGH)

RED LETTERS

(2" HIGH)

WHITE BACKGROUND

3/8" WHITE MARGIN

RED LETTERS

(1 1/2" HIGH)

7. INSTALL SIGN E-2 ON NON-SECURE SIDE EVERY 200' ALONG NEW FENCE.

GATE POSTLINE POST

KEY NOTES:

1. FENCE TOP HORIZONTAL RAIL

2. BURNDY TYPE 'B' BRAID (OR APPROVED EQUAL)

3. BURNDY TYPE 'GG' CLAMP (OR APPROVED EQUAL)

4. BURNDY TYPE 'GH' CLAMP (OR APPROVED EQUAL)

5. BURNDY TYPE 'GAR' CLAMPS (OR APPROVED EQUAL).

FOUR (4) REQUIRED PER GROUNDING.

6. #

1

0

BARE COPPER (TYPICAL FENCE GROUNDING)

7.

3

4

" x 10'-0" COPPER CLAD STEEL ROD

1

2

3

6

5

4

7

GROUNDING NOTES:

FENCING SHALL BE GROUNDED AS FOLLOWS:

A. ON EACH SIDE OF EVERY GATE

B. AT POINTS APPROXIMATELY 150' ON EACH SIDE OF HIGH

TENSION LINE CROSSINGS (AS DIRECTED BY ENGINEER)

C. AT 150' INTERVALS ALONG FENCE WHEN HIGH TENSION

LINES ARE WITHIN 100' AND RUN PARALLEL TO THE FENCE

LINE

D. EVERY 1000' OG LENGTH WHEN FENCES ARE LOCATED IN

ISOLATED PLACES

E. EVERY 500' WHEN IN CLOSE PROXIMITY (100' OR LESS) TO

PUBLIC ROADS, HIGHWAYS, AND BUILDINGS