NUT_TREE_AIRPORT_TLN_PH_2B_PLAN_SET_stamped.pdf

PDF 11 MB Posted Mar 27, 2026

Attached to: Northeast Hangar Taxilanes Reconstruction & Drainage Improvements, Phase 2B
Solicitation number: 909-0330-26
Issued by: Tulare County, California

About this file

Written by GovTribe AI · Apr 27, 2026

This is a construction bid set consisting of 34 detailed plan sheets for the Northeast Hangar Taxilanes Reconstruction and Drainage Improvements, Phase 2B project at Nut Tree Airport in Vacaville, California, prepared by Mead and Hunt, Inc. for Solano County. The project encompasses the reconstruction of approximately 12,300 square yards of taxilane pavement serving six northern hangars (Taxilanes 6, 6-7, 7-8/9, 8/9-10, 10-11, and 11), including removal of existing asphalt pavement and base course, construction of a full-depth pavement section with lime-treated subgrade, crushed aggregate base course, and asphalt concrete surface course, installation of 5-foot-wide reinforced portland cement concrete valley gutters, construction of storm drain piping and catch basins, and application of taxilane centerline markings. The project is phased into a 30-working-day Mobilization Element and a 41-working-day Construction Element, with acceptable work hours limited to 7 a.m. to 5 p.m. Monday through Friday during Solano County's construction season (April 15 through October 15). Work is divided into two areas: Work Area 1 includes demolition, grading, and drainage construction for six taxilanes north of the Main Taxilane, with a 41-working-day closure; Work Area 2 involves asphalt paving and striping over four consecutive calendar days within the 41-working-day period. The plans include comprehensive details on erosion control measures, utility protection requirements, construction safety and phasing procedures, soil boring information, grading and drainage layout, paving profiles and sections, storm drain alignment and details, and taxilane cross-sections at multiple stations.

Key project specifications include 498 to 620 cubic yards of asphalt and base removal per taxilane, lime treatment at 5 percent dry unit weight, installation of new catch basins and storm drain piping with specific invert elevations, and application of 6-inch yellow centerline markings with black outline markings on reconstructed pavements. The contractor must obtain a grading permit from Solano County Public Works Division and prepare and implement a Stormwater Pollution Prevention Plan (SWPPP) in compliance with Construction General Permit requirements and best management practices. All utilities, including existing electrical feeders, communications, water, sewer, fire protection, irrigation, and abandoned systems typical to airport facilities, require contractor identification and protection, with potholing performed using non-destructive methods to verify locations regardless of whether shown on plans. Contractor staging and stockpile areas are designated on Taxilane 5, with approved haul routes identified on the plans; construction access must be via routes shown unless otherwise approved, and contractors are responsible for all damage to pavements or facilities caused by construction activities. Low-profile barricades, temporary 6-foot-tall chain-link fencing, and traffic control signs must be maintained throughout the project duration, with flaggers present during all activities in taxilane object-free areas. Concrete washout facilities with minimum 4-inch freeboard must be constructed within staging areas, and if pavement marking removal or surface cleaning evaporation basins are constructed, owner approval is required prior to construction. The design assumes existing lime-treated subgrade depths of approximately 16 inches based on field investigations, with new 15-inch lime-treated subgrade construction specified for all taxilane areas.

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Other files

File	Type	Posted
Exhibit_C_-_General_Terms_6_12_18.pdf	PDF	Apr 24, 2026
PO_TERMS_CONDITIONS.pdf	PDF	Apr 24, 2026
NOTICE_TO_BIDDERS_FINAL.pdf	PDF	Mar 30, 2026
VCB_TLN_PH_2B_PROJECT_MANUAL_stamped.pdf	PDF	Mar 30, 2026
NUT_TREE_AIRPORT_TLN_PH_2B_PLAN_SET_stamped.pdf	PDF	Mar 27, 2026
Exhibit_C_-_General_Terms_6_12_18.pdf	PDF	Mar 13, 2026
PO_TERMS_CONDITIONS.pdf	PDF	Mar 13, 2026

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G-001

COVER SHEET

JTL

JTH

JML

1 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\G -0

R S

W G

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

Know what's below.

before you dig.Call

PROJECT

LOCATION

NUT TREE AIRPORT

NORTHEAST HANGAR TAXILANES RECONSTRUCTION AND DRAINAGE

IMPROVEMENTS, PHASE 2B

VACAVILLE, CA

AIP NO.: 3-06-0270-029-2023 (DESIGN)

AIP NO.: 3-06-0270-XXX-2026 (CONSTRUCTION)

IFB NO.: XXX-XXX-26

MARCH 2026

VICINITY MAP LOCATION MAP

SOLANO COUNTY

Parkway

Brow ns Valley

Pkwy

Leisure T ow n R d.

Elmira Rd.

Ulatis Creek

0 1

Mile

D av is S t.

Monte Vista

M er ch an t

O rchard A ve.

Ave.

P ut ah

Alamo Dr.

N u t T re e R d

S ou th

NUT TREE

AIRPORT

Yel lo wst on e Dr.

.C O

Valley

C an al

Va ca

Miles

Francisco

San Pablo

Petaluma

Calistoga

Rafael

Sonoma

Santa Rosa

Bay

AIRPORT

NUT TREE

Rio Vista

Sacramento

Woodland

San Oakland

Pacific

San

Ocean

Novato

AFB

River Sacramento

Richmond

Concord

Vacaville

Napa Fairfield

Travis

Davis

Berryessa

Lake

SOLANO

COUNTY

PROJECT

LOCATION

PROJECT DESCRIPTION

1. PAVEMENT AND UNDERLYING BASE REMOVAL, P-101

2. LIME TREATED SUBGRADE, P-155

3. HANGAR SLAB EDGE REPAIR, SP-100

4. STORM DRAIN PIPE AND CATCH BASIN REMOVAL, P-101

5. SUBGRADE EXCAVATION AND PREPARATION, P-152

6. STORM PIPE INSTALLATION, D-701

7. CATCH BASIN INSTALLATION, D-751

8. PLACE CRUSHED AGGREGATE BASE COURSE, P-209

9. PLACE REINFORCED PORTLAND CEMENT CONCRETE (PCC) VALLEY GUTTER, D-754

10. PLACE ASPHALT SURFACE COURSE, P-401

11. APPLY TEMPORARY, INITIAL AND FINAL PAVEMENT MARKINGS, P-620

SHEET INDEX

SHEET# DWG# SHEET TITLE

GENERAL

G-001 1 COVER SHEET

G-002 2 GENERAL NOTES, ABBREVIATIONS AND LEGEND

G-021 3 PROJECT LAYOUT PLAN

G-041 4 SURVEY CONTROL PLAN

G-081 5 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA 1

G-082 6 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA 2

G-083 7 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS

B-051 8 PLAN AND LOG OF SOIL BORINGS

CIVIL

C-021 9 EROSION CONTROL PLAN 1

C-022 10 EROSION CONTROL PLAN 2

C-031 11 EROSION CONTROL DETAILS

C-051 12 DEMOLITION PLAN 1

C-052 13 DEMOLITION PLAN 2

C-101 14 GRADING AND DRAINAGE PLAN 1

C-102 15 GRADING AND DRAINAGE PLAN 2

C-201 16 PAVING PLAN & PROFILE 1

C-202 17 PAVING PLAN & PROFILE 2

C-203 18 PAVING PLAN & PROFILE 3

C-204 19 PAVING PLAN & PROFILE 4

C-205 20 PAVING PLAN & PROFILE 5

C-206 21 PAVING PLAN & PROFILE 6

C-301 22 PAVEMENT SECTION DETAILS

C-400 23 OVERALL DRAINAGE IMPROVEMENTS

C-401 24 STORM DRAIN PLAN AND PROFILE 1

C-421 25 DRAINAGE DETAILS

C-422 26 DRAINAGE DETAILS

C-651 27 MARKING PLAN 1

C-652 28 MARKING PLAN 2

C-901 29 CROSS SECTIONS 1

C-902 30 CROSS SECTIONS 2

C-903 31 CROSS SECTIONS 3

C-904 32 CROSS SECTIONS 4

C-905 33 CROSS SECTIONS 5

C-906 34 CROSS SECTIONS 6

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

03-27-2026

12/31/27

G-002

GENERAL NOTES,

ABBREVIATIONS AND

LEGEND

JTL

JTH

JML

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\G -0

S, A

N S

.D W

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

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O N

A N

D D

, P H

, C A

BID SET

LEGEND:

BENCHMARK

CONTROL POINT

CLEANOUT, SANITARY OR STORM

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC PEDESTAL BOX

ELECTRIC TRANSFORMER BOX

ELECTRIC SERVICE PANEL

ELECTRIC HANDHOLE (PULLBOX)

FIRE HYDRANT

GATE

SANITARY SEWER MANHOLE

SOIL BORING

CATCH BASIN

TRAFFIC FLOW DIRECTION

WATER VALVE

(SEE X-XXX) SHEET REFERENCE

(SEE X/X-XXX) DETAIL REFERENCE

EXISTING SPOT ELEVATION

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

STATION/OFFSET LABEL

EXISTING LIGHT POLE

CONSTRUCTION SIGN

INLET PROTECTION

TRANS

W V

734.97'

738.76

3:1

SYMBOLS

LEGEND:

ALIGNMENT

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

FENCE

FORCE MAIN

GRADE BREAK

GRADING LIMITS

MARKING REMOVAL

PROPERTY LINE / LEASE LINE

SANITARY SEWER

SEEDLESS STRAW ROLLS

STORM DRAIN PIPE REMOVAL

STORM DRAIN PIPE

SLOTTED STORM DRAIN

SWALE

WATER

VEGETATION

HAUL ROUTE

LOW-PROFILE BARRICADES

TEMPORARY CONSTRUCTION FENCE

E xxx(.xx) xxx(.xx) xxx(.xx) xxx(.xx) x

SSSSSSSSSSSSSSS

//SD//

W x x x x x x x x x

LINES

LEGEND:

PROPOSED CRUSHED AGGREGATE BASE COURSE

PROPOSED ASPHALT SURFACE COURSE

SUBGRADE AREA PREVIOUSLY TREATED WITH LIME

PROPOSED PORTLAND CEMENT CONCRETE (PCC)

PAVEMENT / CONCRETE VALLEY GUTTER

RECYCLED BASE

STABILIZED CONSTRUCTION ENTRANCE

GROUND, EXISTING

LIME TREATED SUBGRADE

REMOVAL OF ASPHALT PAVEMENT AND UNDERLYING

BASE COURSE

3FT ASPHALT PAVEMENT JOIN

HYDROSEED

BUILDING EDGE

CONTRACTOR STAGING AREA

PATTERNS

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE COUNTY OF SOLANO CONSTRUCTION STANDARDS, THE STATE OF CALIFORNIA CONSTRUCTION STANDARDS, THE FEDERAL AVIATION ADMINISTRATION (FAA) STANDARDS AND THE CONTRACT DOCUMENTS AS THEY PERTAIN TO THE WORK DEPICTED HEREIN. IN THE EVENT OF CONFLICT, FAA REQUIREMENTS SHALL TAKE PRECEDENCE OVER LOCAL STANDARDS.

2. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM THE SOLANO COUNTY PUBLIC WORKS DIVISION.

3. ALL UTILITIES SHOWN ARE STRICTLY FOR THE CONVENIENCE OF THE CONTRACTOR. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE ENGINEER AND THE COUNTY ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR IS ADVISED TO INVESTIGATE EACH UTILITY SHOWN AS

WELL AS BE AWARE OTHER UNDERGROUND OBSTRUCTIONS NOT SHOWN MAY BE ENCOUNTERED.

4. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION, GRADING, TRENCHING, DRILLING, OR GROUND DISTURBANCE UNTIL ALL PUBLICLY AND/OR PRIVATELY OWNED EXISTING UNDERGROUND FACILITIES WITHIN OR ADJACENT TO THE AREA TO BE EXCAVATED HAVE BEEN MARKED IN THE FIELD BY THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH CALIFORNIA GOVERNMENT CODE SECTION 7216 AND CONTACT UNDERGROUND SERVICE ALERT (USA NORTH 811 / DIGALERT) PRIOR TO EXCAVATION. PRIVATE UTILITIES TYPICAL OF AIRPORT FACILITIES - INCLUDING BUT NOT LIMITED TO HANGAR ELECTRICAL FEEDERS, COMMUNICATIONS, WATER, SEWER, FIRE PROTECTION, IRRIGATION AND ABANDONED UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND PROTECT THOSE TO REMAIN. THE CONTRACTOR SHALL POTHOLE ALL UTILITIES TO BE CROSSED TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS, AND THAT NO GRADE CONFLICTS EXIST REGARDLESS OF WHETHER THE UTILITY IS SHOWN OR NOT. POTHOLING SHALL BE PERFORMED USING NON-DESTRUCTIVE METHODS. THE CONTRACTOR SHALL ENSURE THAT UTILITY LOCATING, POTHOLING, PROTECTION, AND REPAIR ACTIVITIES DO NOT ADVERSELY AFFECT AIRFIELD SAFETY, OPERATIONS, OR COMPLIANCE. NO ADDITIONAL COMPENSATION OR TIME EXTENSION WILL BE GRANTED FOR DELAYS, CONFLICTS, OR REPAIRS ASSOCIATED WITH

UTILITIES.

5. ALL EXCAVATION, TRENCHING AND BACK FILLING SHALL BE IN ACCORDANCE WITH THE COUNTY OF SOLANO CONSTRUCTION STANDARDS OR AS SHOWN IN THE CONSTRUCTION DETAILS ELSEWHERE IN THE

PLANS OR SPECIFICATIONS. TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED.

6. IN ACCORDANCE WITH MUTCD, LATEST EDITION, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL WARNING SIGNS AND DEVICES NECESSARY TO SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER AND CONTINUOUS SAFE ROUTING OF VEHICLE AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS.

7. CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN UNLESS OTHERWISE APPROVED BY THE COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITIES. THE STAGING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE AS SHOWN OR OTHERWISE APPROVED BY THE COUNTY. CONSTRUCTION TRAFFIC IS LIMITED TO APPROVED HAUL AND ACCESS ROUTES. HAUL ROUTES ON PAVEMENTS SHALL BE CLEANED EACH DAY. HAUL ROUTES OVER DIRT/GRAVEL SHALL BE SMOOTH GRADED AND OBLITERATED UPON COMPLETION OF THE PROJECT. DUST CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR.

8. CARE SHALL BE TAKEN TO PROTECT EXISTING PLANTS, SHRUBS, TREES, LAWN, LANDSCAPE AREAS AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED TO ORIGINAL CONDITION AND TO THE APPROVAL OF THE ENGINEER.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL MEASURES AND IMPLEMENTATION OF EROSION CONTROL DEVICES (FOLLOWING BEST MANAGEMENT PRACTICES) MEETING COUNTY, STATE, AND FEDERAL REQUIREMENTS. A CONSTRUCTION GENERAL PERMIT (CGP) IS REQUIRED FOR THE PROJECT. CONTRACTOR SHALL PREPARE, IMPLEMENT, AND MAINTAIN THE SWPPP AND BMPS IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS AND APPLICABLE PERMITS.

10. TRENCH LIMITS FOR UTILITY INSTALLATIONS WITHIN EXISTING PAVEMENT LIMITS SHALL BE SAWCUT.

11. ALL UTILITIES WITHIN NEW PAVEMENT LIMITS SHALL BE INSTALLED PRIOR TO PAVING AC AND PCC.

12. ALL CONCRETE SHALL BE WASHED OUT WITHIN THE STAGING AREA. THE CONTRACTOR SHALL INSTALL A WASHOUT FACILITY WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 4 INCHES. ALL HARDENED CONCRETE SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

13. IF CONTRACTOR ELECTS TO CONSTRUCT AN EVAPORATION BASIN FOR PAVEMENT MARKING REMOVAL AND/OR SURFACE CLEANING, OWNER APPROVAL WILL BE REQUIRED PRIOR TO CONSTRUCTION. BASIN SHALL BE LOCATED WITHIN THE STAGING AREAS NOTED ON THE PROJECT PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGEMENT AND DISPOSAL OF FINES AND DEBRIS FOLLOWING PROJECT

COMPLETION.

14. PER SOLANO COUNTY CODE, CONSTRUCTION SEASON COMMENCES ON APRIL 15TH AND ENDS ON OCTOBER 15TH OF EACH CALENDAR YEAR. WORK PERFORMED UNDER THIS CONTRACT SHALL NOT OCCUR AT A TIME OUTSIDE OF THE CONSTRUCTION SEASON WITHOUT THE WRITTEN APPROVAL OF THE DIRECTOR.

15. PRIME CONTRACTOR IS REQUIRED TO HAVE A REPRESENTATIVE ON-SITE THAT HAS THE AUTHORITY TO MAKE DECISIONS (PROJECT MANAGER, PROJECT ENGINEER, SUPERINTENDENT, OR FOREMAN) ANYTIME

WORK IS BEING PERFORMED.

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ALT ALTERNATE

AOA AIRCRAFT OPERATIONS AREA

APCH APPROACH

APPROX APPROXIMATE

ASB AGGREGATE SUB-BASE

AR ACCESS ROAD

ATCT AIR TRAFFIC CONTROL TOWER

AWG AMERICAN WIRE GAUGE

EB EDGE OF BUILDING

BC BEGINNING OF CURVE

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BVC BEGINNING OF VERTICAL CURVE

C-C CENTER TO CENTER

CB CATCH BASIN

CIPCP CAST IN-PLACE CONCRETE PIPE

CJ CONSTRUCTION JOINT

CFS CUBIC FEET PER SECOND

CL CENTERLINE

CLF CHAINLINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

CONT CONTINUOUS

CRGO CARGO

CP CONTROL POINT

CPP CORRUGATED PLASTIC PIPE

CTB CEMENT TREATED BASE

DB DIRECT BURIAL

DEG DEGREE

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DP DEPTH

E ELECTRICAL LINE

EC END OF CURVE

EG EXISTING GRADE

EL /

ELEV ELEVATION

EP / EOP EDGE OF PAVEMENT

EVC END OF VERTICAL CURVE

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FPS FEET PER SECOND

FT FEET

FM FORCE MAIN

G GAS LINE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GND GROUND

GPM GALLONS PER MINUTE

GS GROUND SHOT

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HORIZ HORIZONTAL

HP HIGH POINT

HW HEADWALL

HWL HIGH WATER LEVEL

HWY HIGHWAY

IE INVERT ELEVATION

IN INCHES

L LENGTH

LBS POUNDS

LF LINEAL FEET

LWL LOW WATER LEVEL

MAX MAXIMUM

MID MID POINT

MIN MINIMUM

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

N NEW

NO. OR # NUMBER

NOTAM NOTICE TO AIR MISSIONS

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OWS OIL WATER SEPARATOR

PB PULL BOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q RATE OF FLOW

QTY QUANTITY

R RADIUS

R&R REMOVE AND REPLACE

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

REQ REQUIRED

ROW RIGHT OF WAY

RPR RESIDENT PROJECT REPRESENTATIVE

RWA RUNWAY WORK RESTRICTED AREA

RWY RUNWAY

S SANITARY LINE

SF SQUARE FOOT

SG STRAIGHT GRADE

SH SHOULDER

SIDA SECURITY IDENTIFICATION DISPLAY

AREA

SMGS SURFACE MOVEMENT GUIDANCE AND

CONTROL SYSTEM

SS STAINLESS STEEL

ST STORM LINE

STA STATION

STD STANDARD

STL STEEL

T TELEPHONE LINE

TC TOP OF CURB

TG TOP OF GRATE

T/L TAXILANE

TLOFA TAXILANE OBJECT FREE AREA

TLSA TAXILANE SAFETY AREA

TOE TOE OF BANK

TOFA TAXIWAY OBJECT FREE AREA

TOP TOP OF BANK

TSA TAXIWAY SAFETY AREA

TWY TAXIWAY

TYP TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

V VELOCITY

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

VIF VERIFY IN FIELD

W WATER LINE

W/ WITH

W/O WITHOUT

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WV WATER VALVE

WWM WELDED WIRE MESH

ABBREVIATIONS

PRINT IN COLOR

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

X X X X X

D Y

X X

D Y H

H xx

6'' W

8' ' W

2'' W 2'' W 2'' W 2'' W x x x x

X X

X X X

X X

M M

ST ST ST

ST ST

CBCB

X X

H H

U D

SDCB

CONTRACTOR STAGING

AND STOCKPILE AREA EAST

EXISTING 24 FT WIDE

MANUAL GATE

16 FT WIDE AUTOMATIC

VEHICLE GATE

(E) 12 FT WIDE MANUAL

VEHICLE GATE

HANGAR 1

HANGAR 2

SOLANO

COMMUNITY

COLLEGE:

AERONAUTICS

PROGRAM

HANGAR 3

HANGAR 11

HANGAR 10

HANGAR 8 HANGAR 9

HANGAR 7

HANGAR 6

(E) HANGAR BUILDING

(14 UNIT NT 50-42)

(E) HANGAR BUILDING

(12 UNIT NT 50-42)

TERMINAL PARKING LOT

C O

U N

R T

R O

TAXILANE 1

TAXILANE 6

EAST MONTE VISTA AVE

H O

SE C

EEK

TAXILANE 6-7

TAXILANE 7 - 8/9

TAXILANE 8/9 - 10

TAXILANE 10-11

TAXILANE 11

HANGAR 4

HANGAR 5

TAXILANE 1-2

TAXILANE 2

TAXILANE 3-4

TAXILANE 4-5

TAXILANE 3

TAXILANE 5

NEW TAXILANE

SHOULDER, TYP

TAXILANE

RECONSTRUCTION,

TYP

(E) AIRPORT MAINTENANCE ROAD

(E) TEMPORARY

CONSTRUCTION ROAD,

SEE NOTE

(E) HDPE DRAIN PIPE

PROTECT IN PLACE

NEW VALLEY GUTTER, TYP

N T

G-021

PROJECT LAYOUT

PLAN

JTL

JTH

JML

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\G -0

R O

W G

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

00 60 120

NOTE:

ANY ACCESS ROAD USED BY THE

CONTRACTOR TO BE REGRADED

AND RECOMPACTED PRIOR TO

AND FOLLOWING CONSTRUCTION

PRINT IN COLOR

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

X X X X

X X

6'' W

M x x x x x x

M M

ST ST ST ST

ST ST ST

X X

H H

U D

SDCB

550+00 551+00 552+00 553+00 554+00

600+00 601+00 602+00 603+00 604+00

700+00 701+00 702+00 703+00 704+00

450+00 451+00 452+00 453+00 454+00

650+00 651+00 652+00 653+00 654+00

500+00 501+00 502+00 503+00 504+00

TAXILANE 1

HANGAR 1

TAXILANE 1-2

HANGAR 2

TAXILANE 2

TAXILANE 3

SOLANO

COMMUNITY

COLLEGE:

AERONAUTICS

PROGRAM

HANGAR 3

TAXILANE 3-4

HANGAR 4

TAXILANE 4-5

HANGAR 5

(E) HANGAR BUILDING

(14 UNIT NT 50-42)

TAXILANE 6

TAXILANE 6-7

HANGAR 6

HANGAR 7

HANGAR 8 HANGAR 9

HANGAR 10

HANGAR 11

TAXILANE 7 - 8/9

TAXILANE 8/9 - 10

TAXILANE 10

TAXILANE 11

EAST MONTE VISTA AVE

N T

CENTERLINE ALIGNMENT DATA

ALIGNMENT NAME

MAIN TAXILANE

TAXILANE 6

TAXILANE 6-7

TAXILANE 1 - 8&9

TAXILANE 8&9 - 10

TAXILANE 10-11

TAXILANE 11

LENGTH

2000.00

400.00

BEARING

S56° 19' 41.54"E

N33° 40' 18.46"E

N33° 33' 52.83"E

N33° 40' 18.46"E

START NORTHING

1899260.0614

1898711.9952

1898622.5402

1898543.4407

1898480.2331

1898412.5072

1898329.8202

START EASTING

6572871.5805

6573694.2480

6573828.5233

6573947.2546

6574042.1316

6574143.7906

6574267.9069

END NORTHING

1898151.1918

1899044.8861

1898955.4311

1898876.7456

1898813.1240

1898745.3981

1898662.7110

END EASTING

6574536.0348

6573916.0220

6574050.2973

6574168.4057

6574263.9055

6574365.5645

6574489.6809

CONTROL POINT TABLE

POINT #

NORTHING

1898083.27

1898478.88

1898807.37

1898704.49

1898611.75

1898517.93

1898423.57

1898363.59

1898307.97

EASTING

6574006.24

6573434.60

6573500.28

6573649.42

6573800.86

6573930.66

6574076.70

6574167.54

6574300.87

ELEVATION

106.28

108.88

109.60

109.26

108.50

107.70

107.27

106.72

105.97

DESCRIPTION

CP/ 6MEA010500-16/ MAG & WASHER

CP/ 14516-52/ Vacaville-NCMN

CP/ 14516-53/ SET 1/2" RBR

CP/ 100 / MAG & WASH

CP/ 101 / MAG & WASH

CP/ 102 / MAG & WASH

CP/ 103 / MAG & WASHER

CP/ 104 / MAG & WASHER

CP/ 105 / MAG & WASHER

G-041

SURVEY CONTROL

PLAN

JTL

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4 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

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U R

C O

O L

.D W

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

SITE SURVEY PLAN NOTE:

CONTROL POINTS AND BENCHMARKS SHOWN HEREON ARE FOR REFERENCE PURPOSES ONLY.

PRIOR TO STAKING, THE CONTROL MUST BE INDEPENDENTLY VERIFIED AS UNDISTURBED. NO

WARRANTY IS MADE WITH RESPECT TO THE ACCURACY OF CONTROL SHOWN HEREON AS

THEY ARE SUBJECT TO POTENTIAL DISTURBANCE.

SURVEY DATA:

SURVEY DATE(S) MAY 2020 AND NOVEMBER 2023

COORDINATE SYSTEM CA STATE PLANE COORDINATE SYSTEM ZONE II

HORIZONTAL DATUM NAD 83 (EPOCH 2011) CA HPGN

VERTICAL DATUM USGS NAVD 88

SURVEY UNITS US SURVEY FOOT

LEGEND:

PROJECT LIMITS

00 50 100

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

X X

TRAN

D Y

VWV

W V

W M

W V

X X

D Y H

D Y

H xx

6'' W

W V

8' ' W

M x x x x x x x x x x

X X

X X X

X X

M M

ST ST ST

ST ST

TLSA

TLO

W V

X X

H H

U D

(E) DRAINAGE PIPE

PROTECT IN PLACE

SDCB

36' 66'

INSTALL STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL 3/C-031

xx x xxx

HANGAR 1

HANGAR 2

SOLANO

COMMUNITY

COLLEGE:

AERONAUTICS

PROGRAM

HANGAR 3

HANGAR 11

HANGAR 10

HANGAR 8 HANGAR 9

HANGAR 7

HANGAR 6

(E) HANGAR BUILDING

(14 UNIT NT 50-42)

(E) HANGAR BUILDING

(12 UNIT NT 50-42)

TERMINAL PARKING LOT

C O

U N

R T

R O

TAXILANE 1

N T

TAXILANE 6

EAST MONTE VISTA AVE

H O

SE C

EEK

CONTRACTOR STAGING

AND STOCKPILE AREA EAST

(E) 24 FT WIDE

MANUAL GATE

(E) 16 FT WIDE AUTOMATIC

VEHICLE GATE

(E) 12 FT WIDE MANUAL

VEHICLE GATE

TAXILANE 6-7

TAXILANE 7 - 8/9

TAXILANE 8/9 - 10

TAXILANE 10-11

TAXILANE 11

HANGAR 4

HANGAR 5

TAXILANE 1-2

TAXILANE 2

TAXILANE 3-4

TAXILANE 4-5

TAXILANE 3

TAXILANE 5

CONTRACTOR TO

MAINTAIN AIRPORT

OPERATIONS ACCESS

TO OIL TANK

CONTRACTOR TO

COORDINATE WITH

AIRPORT TO INSTALL

CONSTRUCTION LOCK

CONTRACTOR

TO COORDINATE

WITH AIRPORT

TO INSTALL

CONSTRUCTION

LOCK

TEMPORARY

CONSTRUCTION

FENCE, SEE NOTE 4

HAUL ROUTE

PLACE CONSTRUCTION

DIRECTIONAL SIGN

SEE DETAIL 3C/G-083

PLACE CONSTRUCTION

TRAFFIC CAUTION SIGN

SEE DETAIL 3A/G-083

PLACE CONSTRUCTION

TRAFFIC HAUL ROUTE SIGN

SEE DETAIL 3B/G-083

PLACE CONSTRUCTION

TRAFFIC CAUTION SIGN

SEE DETAIL 3A/G-083

PLACE CONSTRUCTION

TRAFFIC HAUL ROUTE SIGN

SEE DETAIL 3B/G-083

PLACE CONSTRUCTION

DIRECTIONAL SIGN

SEE DETAIL 3C/G-083

PROTECT IN PLACE

(E) AOA FENCE, TYP

LOW-PROFILE

BARRICADES

SEE PHASE 1 NOTE 3

PAVEMENT

RECONSTRUCTION,

TYP

33' TEMPORARY

CONSTRUCTION

FENCE, SEE NOTE 4

(E) CITY OF VACAVILLE

FIRE HYDRANT. SEE

NOTE 4.

(E) CITY OF VACAVILLE

FIRE HYDRANT. SEE

NOTE 4.

LOW-PROFILE BARRICADES

TEMPORARY CONSTRUCTION FENCE

CONSTRUCTION SIGN

x x x x x x x x x

G-081

CONSTRUCTION

SAFETY AND PHASING

PLAN - WORK AREA 1

JTL

JTH

JML

5 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

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N S

D P

N .D

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:0 0:

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

00 60 120

LEGEND:

WORK AREA 1

FLAGGER LOCATION

HAUL ROUTE

GENERAL PHASING NOTES:

1. CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN

UNLESS OTHERWISE APPROVED BY THE COUNTY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES

CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR TO DOCUMENT

PRE-CONSTRUCTION CONDITION OF HAUL ROUTE PRIOR TO MOBILIZATION.

2. CONSTRUCTION TRAFFIC IS LIMITED TO APPROVED HAUL AND ACCESS ROUTES.

HAUL ROUTES ON PAVEMENTS SHALL BE CLEANED EACH DAY OR AS NEEDED.

HAUL ROUTES OVER DIRT/GRAVEL SHALL BE SMOOTH GRADED UPON

COMPLETION OF THE PROJECT. DUST CONTROL SHALL BE MAINTAINED BY THE

CONTRACTOR.

3. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN INCLUDING TEMPORARY

SIGNAGE AND DEDICATED FLAGGERS. APPROVED TRAFFIC CONTROL PLAN SHALL

BE IMPLEMENTED AND MAINTAINED BY THE CONTRACTOR.

4. CONTRACTOR SHALL INSTALL AND MAINTAIN A TEMPORARY 6-FEET TALL

CHAIN-LINK FENCE FOR THE DURATION OF THE PROJECT. ALL CONSTRUCTION

ACCESS GATES SHALL BE SECURED AT ALL TIMES AND LOCKED WHEN NOT IN USE.

UNAUTHORIZED ACCESS SHALL NOT BE ALLOWED AT ANY TIME.

5. NO PARKING OR STAGING ANY EQUIPMENT ON ACTIVE TAXILANES WITHIN

AIRPORT FENCE.

STAGING AREA

PHASE 1 NOTES:

1. CONSTRUCTION ACTIVITIES CONSIST OF REMOVAL AND RECONSTRUCTION

ELEMENTS EXCLUDING PAVING OF P-401 ASPHALT SURFACE COURSE.

2. MAIN TAXILANE OPEN TO AIRCRAFT TRAFFIC.

3. FLAGGERS SHALL BE PRESENT AT ALL TIMES WHEN CONSTRUCTION ACTIVITIES

ARE WITHIN THE TLOFA. CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT.

SWEEPER TO BE PRESENT AT ALL TIMES DURING CONSTRUCTION TO KEEP

TAXIWAY/TAXILANE CLEAN AT ALL TIMES.

4. EXISTING FIRE HYDRANTS SHOWN CAN BE USED BY CONTRACTOR FOR

CONSTRUCTION WATER. CONTRACTOR TO COORDINATE WITH CITY OF VACAVILLE

PER SP-100-1.20

WORK AREA 1 SUMMARY AND PHASING RESTRICTIONS:

A. SCOPE OF WORK - REMOVAL OF EXISTING PAVEMENT AND UNDERLYING BASE,

UNCLASSIFIED EXCAVATION, SUBGRADE PREPARATION; CONSTRUCTION OF LIME

TREATED SUBGRADE, CRUSHED AGGREGATE BASE COURSE, RECYCLED BASE

SHOULDERS, 5-FOOT-WIDE PCC VALLEY GUTTERS, AND STORM DRAIN SYSTEM.

B. AREA CLOSED TO AIRCRAFT OPERATIONS - ALL SIX (6) TAXILANES TO BE

RECONSTRUCTED WILL BE CLOSED TO THE NORTH OF THE MAIN TAXILANE

SAFETY AREA.

C. DURATION OF CLOSURE - FORTY-ONE (41) WORKING DAYS. ACCEPTABLE WORK

HOURS ARE 7 A.M. TO 5 P.M. MONDAY THROUGH FRIDAY.

D. ALTERNATE TAXI ROUTE - NONE.

E. EMERGENCY ACCESS ROUTE - NO CHANGES

F. CONSTRUCTION STAGING AREA - THE CONSTRUCTION STAGING AREA IS

LOCATED ON TAXILANE 5, AS SHOWN ON SHEETS G-081.

G. CONSTRUCTION ACCESS AND HAUL ROUTE - THE CONSTRUCTION ACCESS AND

HAUL ROUTES ARE SHOWN ON SHEET G-081.

H. IMPACTS TO NAVIGATIONAL AIDS (NAVAIDS) - NONE.

I. LIGHTING AND MARKING CHANGES - NONE.

J. REQUIRED HAZARD MARKING AND LIGHTING - LOW-PROFILE BARRICADES SHALL

BE PLACED JUST OUTSIDE THE MAIN TAXILANE OBJECT FREE AREA ALONG THE

SOUTH END OF TAXILANE 6 THROUGH TAXILANE 10-11, AND ACROSS THE MAIN

TAXILANE FROM THE SOUTH WEST CORNER OF HANGAR 11 TO THE NORTH WEST

CORNER OF HANGAR 5 TO RESTRICT AIRCRAFT TRAFFIC FROM ENTERING WORK

AREAS. TEMPORARY CONSTRUCTION FENCING SHALL BE PLACED ALONG THE

SOUTH END OF TAXILANE 4-5 TO RESTRICT PUBLIC ACCESS TO THE STAGING AND

STOCKPILE AREAS AND FROM THE NORTH EAST CORNER OF THE 14 UNIT NT 50-42

HANGAR BUILDING WEST OF TAXILANE 6 TO THE CORNER OF THE EXISTING AOA

FENCE NORTH OF TAXILANE 6.

K. LEAD TIMES REQUIRED NOTIFICATION - TEN (10) WORKING DAYS.

L. ADDITIONAL RESTRICTIONS - FOR HAULING AND OTHER CONSTRUCTION

ACTIVITIES INSIDE THE TLOFA, FLAGGERS MUST BE ALWAYS PRESENT, AND

CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT. SWEEPER TO BE PRESENT

DURING CONSTRUCTION TO KEEP TAXIWAY/TAXILANES ALWAYS CLEAN.

PRINT IN COLOR

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

X X

TRAN

D Y

VWV

W V

W M

W V

X X

D Y H

H xx

W V

M x x x x x x x x x x

X X

X X X

X X

M M

ST ST ST

ST ST

W V

X X

H H

U D

(E) DRAINAGE PIPE

PROTECT IN PLACE

SDCB

INSTALL STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL 3/C-031

x x x xxx

HANGAR 1

HANGAR 2

SOLANO

COMMUNITY

COLLEGE:

AERONAUTICS

PROGRAM

HANGAR 3

HANGAR 11

HANGAR 10

HANGAR 8 HANGAR 9

HANGAR 7

HANGAR 6

(E) HANGAR BUILDING

(14 UNIT NT 50-42)

(E) HANGAR BUILDING

(12 UNIT NT 50-42)

TERMINAL PARKING LOT

C O

U N

R T

R O

TAXILANE 1

N T

TAXILANE 6

EAST MONTE VISTA AVE

H O

SE C

EEK

CONTRACTOR STAGING

AND STOCKPILE AREA EAST

(E) 24 FT WIDE

MANUAL GATE

(E) 16 FT WIDE AUTOMATIC

VEHICLE GATE

(E) 12 FT WIDE MANUAL

VEHICLE GATE

TAXILANE 6-7

TAXILANE 7 - 8/9

TAXILANE 8/9 - 10

TAXILANE 10-11

TAXILANE 11

HANGAR 4

HANGAR 5

TAXILANE 1-2

TAXILANE 2

TAXILANE 3-4

TAXILANE 4-5

TAXILANE 3

TAXILANE 5

CONTRACTOR TO

MAINTAIN AIRPORT

OPERATIONS ACCESS

TO OIL TANK

CONTRACTOR TO

COORDINATE WITH

AIRPORT TO INSTALL

CONSTRUCTION LOCK

CONTRACTOR

TO COORDINATE

WITH AIRPORT

TO INSTALL

CONSTRUCTION

LOCK

TEMPORARY

CONSTRUCTION

FENCE, SEE NOTE 4

HAUL ROUTE

PLACE CONSTRUCTION

DIRECTIONAL SIGN

SEE DETAIL 3C/G-083

PLACE CONSTRUCTION

TRAFFIC CAUTION SIGN

SEE DETAIL 3A/G-083

PLACE CONSTRUCTION

TRAFFIC HAUL ROUTE SIGN

SEE DETAIL 3B/G-083

PLACE CONSTRUCTION

TRAFFIC CAUTION SIGN

SEE DETAIL 3A/G-083

PLACE CONSTRUCTION

TRAFFIC HAUL ROUTE SIGN

SEE DETAIL 3B/G-083

PLACE CONSTRUCTION

DIRECTIONAL SIGN

SEE DETAIL 3C/G-083

PROTECT IN PLACE

(E) AOA FENCE, TYP

LOW-PROFILE

BARRICADES, TYP

TEMPORARY

CONSTRUCTION

FENCE, SEE NOTE 4

(E) CITY OF VACAVILLE

FIRE HYDRANT. SEE

NOTE 4.

(E) CITY OF VACAVILLE

FIRE HYDRANT. SEE

NOTE 4.

LOW-PROFILE BARRICADES

TEMPORARY CONSTRUCTION FENCE

CONSTRUCTION SIGN

x x x x x x x x x

G-082

CONSTRUCTION

SAFETY AND PHASING

PLAN - WORK AREA 2

JTL

JTH

JML

6 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\G -0

O N

U C

N S

D P

N .D

W G

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

00 60 120

LEGEND:

WORK AREA 2

HAUL ROUTE

GENERAL PHASING NOTES:

1. CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN

UNLESS OTHERWISE APPROVED BY THE COUNTY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES

CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR TO DOCUMENT

PRE-CONSTRUCTION CONDITION OF HAUL ROUTE PRIOR TO MOBILIZATION.

2. CONSTRUCTION TRAFFIC IS LIMITED TO APPROVED HAUL AND ACCESS ROUTES.

HAUL ROUTES ON PAVEMENTS SHALL BE CLEANED EACH DAY OR AS NEEDED.

HAUL ROUTES OVER DIRT/GRAVEL SHALL BE SMOOTH GRADED UPON

COMPLETION OF THE PROJECT. DUST CONTROL SHALL BE MAINTAINED BY THE

CONTRACTOR.

3. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN INCLUDING TEMPORARY

SIGNAGE AND DEDICATED FLAGGERS. APPROVED TRAFFIC CONTROL PLAN SHALL

BE IMPLEMENTED AND MAINTAINED BY THE CONTRACTOR.

4. CONTRACTOR SHALL INSTALL AND MAINTAIN A TEMPORARY 6-FEET TALL

CHAIN-LINK FENCE FOR THE DURATION OF THE PROJECT. ALL CONSTRUCTION

ACCESS GATES SHALL BE SECURED AT ALL TIMES AND LOCKED WHEN NOT IN USE.

UNAUTHORIZED ACCESS SHALL NOT BE ALLOWED AT ANY TIME.

5. NO PARKING OR STAGING ANY EQUIPMENT ON ACTIVE TAXILANES WITHIN

AIRPORT FENCE.

STAGING AREA

PHASE 2 NOTES:

1. CONSTRUCTION ACTIVITIES CONSIST OF PAVING P-401 ASPHALT SURFACE

COURSE AND APPLYING TAXILANE STRIPING. SCOPE MUST BE COMPLETED

WITHIN FOUR (4) CONSECUTIVE CALENDAR DAYS.

2. MAIN TAXILANE AND HANGAR TAXILANES SERVICED BY MAIN TAXILANE,

CLOSED TO AIRCRAFT TRAFFIC.

3. EXISTING FIRE HYDRANTS SHOWN CAN BE USED BY CONTRACTOR FOR

CONSTRUCTION WATER. CONTRACTOR TO COORDINATE WITH CITY OF

VACAVILLE PER SP-100-1.20

WORK AREA 2 SUMMARY AND PHASING RESTRICTIONS:

A. SCOPE OF WORK - CONSTRUCTION OF ASPHALT SURFACE COURSE AND

APPLICATION OF PAVEMENT MARKINGS.

B. AREA CLOSED TO AIRCRAFT OPERATIONS - THE MAIN TAXILANE EAST OF

TAXILANE 1 AND ALL TAXILANES SERVICED BY THE CLOSED SECTION OF THE MAIN

TAXILANE.

C. DURATION OF CLOSURE - FOUR (4) WORKING DAYS WITHIN THE FORTY-ONE (41)

WORKING DAYS OF WORK AREA 1. ASPHALT PAVING OPERATIONS AND THE

INITIAL PAVEMENT MARKING APPLICATION MUST BE PERFORMED IN FOUR (4)

CONSECUTIVE CALENDAR DAYS OF THE CLOSURE. THE FINAL PAVEMENT

MARKING APPLICATION WILL REQUIRE CLOSURE FOR ONE (1) WORKING DAY

AFTER THE 30-CALENDAR DAY ASPHALT PAVEMENT CURE PERIOD. ACCEPTABLE

WORK HOURS ARE 7 A.M. TO 5 P.M. MONDAY THROUGH FRIDAY.

D. ALTERNATE TAXI ROUTE - NONE.

E. EMERGENCY ACCESS ROUTE - NO CHANGES

F. CONSTRUCTION STAGING AREA - THE CONSTRUCTION STAGING AREA IS

LOCATED ON TAXILANE 5, AS SHOWN ON SHEETS G-082.

G. CONSTRUCTION ACCESS AND HAUL ROUTE - THE CONSTRUCTION ACCESS AND

HAUL ROUTES ARE SHOWN ON SHEET G-082.

H. IMPACTS TO NAVIGATIONAL AIDS (NAVAIDS) - NONE.

I. LIGHTING AND MARKING CHANGES - NONE.

J. REQUIRED HAZARD MARKING AND LIGHTING - LOW-PROFILE BARRICADES SHALL

BE PLACED ACROSS THE MAIN TAXILANE AT THE NORTHWEST CORNER OF

HANGAR 1 TO THE SOUTH WEST CORNER OF THE 14 UNIT NT 50-42 HANGAR

BUILDING WEST OF TAXILANE 6, AND ALONG THE HANGAR TAXILANES TO THE

SOUTH OF THE CLOSED MAIN TAXILANE SECTION TO RESTRICT AIRCRAFT

TRAFFIC FROM ENTERING THE WORK AREA.

K. LEAD TIMES REQUIRED NOTIFICATION - TEN (10) WORKING DAYS.

L. ADDITIONAL RESTRICTIONS - SWEEPER TO BE PRESENT DURING CONSTRUCTION

TO KEEP TAXIWAY / TAXILANES CLEAN AT ALL TIMES. CONSTRUCTION TRAFFIC

SHALL YIELD TO AIRCRAFT.

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

G-083

CONSTRUCTION

SAFETY AND PHASING

PLAN DETAILS

JTL

JTH

JML

7 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\G -0

O N

U C

N S

D P

N .D

W G

:0 0:

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

2'-0"

AIRPORT

CONSTRUCTION

TURN RIGHT

1/4" BORDER, TYP

1' -6

3" LETTERS

(TYP)

12"

CONTRACTOR SHALL SUPPLY AS MANY

DELINEATORS AS NECESSARY TO MAINTAIN

SECURITY AND A SAFE CONSTRUCTION SITE.

BOLT STROBE THROUGH

HOLE IN HEAD. STROBE TO BE

PHOTO SENSOR ACTIVATED.

NOTES:

1. CONTRACTOR SHALL SUBMIT PROPOSED INSTALLATION METHOD TO RPR FOR APPROVAL

DURING THE MOBILIZATION ELEMENT.

2. ALL TRAFFIC CONTROL SIGNAGE SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH THE LATEST EDITION OF THE MUTCD AND THE CAL TRANS SIGN FABRICATION MANUAL.

3. ARROW FOR DIRECTIONAL SIGN SHALL BE ADJUSTED BASED ON PLACEMENT IN FIELD TO

DIRECT CONSTRUCTION VEHICLES ON HAUL ROUTE.

BARRICADE

4' MAX RED, FLASHING

SOLAR LIGHT

DETAIL 1 NOTES:

1. CONTRACTOR SHALL INSPECT THAT LIGHTS ARE OPERATIONAL DAILY.

2. CONTRACTOR SHALL INSPECT BARRICADES FOR WEAR AND TEAR WEEKLY, AND REPLACE BARRICADES AS REQUIRED.

3. CONTRACTOR SHALL PROVIDE LOW PROFILE BARRICADES TO COMPLETE THE PROJECT BASED ON THE PHASING REQUIREMENTS.

4. LOW PROFILE BARRICADES SHALL BE PLACED WITH A MAXIMUM OF 4 FEET BETWEEN ENDS.

5. BARRICADES TO BE FILLED WITH WATER AND CONSTANTLY MONITORED. IF REQUIRED BARRICADES SHALL BE WEIGHTED BY

SANDBAGS OR OTHER MEANS TO KEEP BARRICADE STATIONARY.

6. LOW PROFILE BARRICADES PER AC 150/5370-2G EQUAL TO OR LESS THEN 18" HEIGHT. UV RESISTANT POLYETHYLENE WATER

FILLED, EQUAL TO 8' LENGTH, ORANGE AND WHITE, WITH TWO (2) FLASHING SOLAR OR BATTERY POWERED LIGHTS.

7. LIGHTS TO BE 5 CANDELAS MIN WITH CAPABILITY TO FLASH FROM 55 TO 160 FLASHES PER MINUTE.

8. COORDINATE WITH THE COUNTY FOR ALL LOCATION, LAYOUT, SPACING AND POSSIBLE GAPS IN BARRICADES AT EACH LOCATION.

18" MAX.

8'±

MIN. 6" ORANGE

REFLECTIVE STRIPES

SOLAR RED

FLASHER

WATER

RELEASE VALVE

SOLAR RED

FLASHER

BARRICADE

NOTE:

DELINEATORS SHALL NOT TO BE PLACED

PARALLEL TO ACTIVE TAXILANES.

CAUTION

CONSTRUCTION

TRAFFIC

A. CONSTRUCTION TRAFFIC CAUTION

SIGN. REFERENCE MUTCD W8-6

LOW PROFILE BARRICADE1 NO SCALE

CONSTRUCTION DELINEATOR DETAIL2 NO SCALE

CONSTRUCTION DIRECTIONAL SIGN3 NO SCALE

PHASING AND TIME LIMITATIONS

THE PROJECT HAS BEEN DIVIDED INTO TWO ELEMENTS: 1) MOBILIZATION AND 2) CONSTRUCTION.

THE CONSTRUCTION ELEMENT HAS BEEN DIVIDED INTO PHASES TO SEPARATE THE CONSTRUCTION AREAS AND DEFINE THE SEQUENCE OF THE WORK ASSOCIATED WITH THE PROJECT. A SEPARATE

NOTICE TO PROCEED WILL BE ISSUED FOR MOBILIZATION ELEMENT AND THE CONSTRUCTION

ELEMENT. THE NOTICE TO PROCEED FOR THE CONSTRUCTION ELEMENT WILL NOT BE ISSUED

UNTIL THE MOBILIZATION ELEMENT IS COMPLETE AND THE SPCD IS APPROVED BY THE COUNTY.

THE WORK EFFORTS AND AFFECTED AIRFIELD AREAS WITHIN THE AOA ARE DETAILED BELOW. THE MOBILIZATION ELEMENT WILL BE COMPLETED AS FOLLOWS DEPENDING ON THE CONTRACT AWARD:

IF THE CONTRACTOR FAILS TO MEET ANY OF THESE TIME LIMITATIONS, LIQUIDATED DAMAGES WILL BE ASSESSED AS DESCRIBED IN THE PROJECT SPECIFICATIONS (ITEM SP-100, SPECIAL PROVISIONS

FOR AIRPORT CONSTRUCTION).

ELEMENT 1 - MOBILIZATION (30 WORKING DAYS)

DURING THIS ELEMENT OF THE PROJECT, NO WORK WILL BE CONDUCTED THAT IN ANY WAY

RESTRICTS AIRPORT OPERATIONS. MOBILIZATION WORK WILL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

A. PRECONSTRUCTION CONFERENCE.

B. PROCESSING OF REQUIRED SUBMITTALS, INCLUDING THE CONTRACTOR'S WORK SCHEDULE.

C. PREPARATION AND SUBMISSION OF THE SPCD.

D. PREPARATION AND SUBMISSION OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IF REQUIRED.

E. ALL PREQUALIFICATION TESTING, REVIEW, AND APPROVAL.

F. MIX DESIGN PREPARATION, REVIEW, AND APPROVAL.

G. AIRFIELD SAFETY DEVICES DELIVERED/PREPARED AT THE SITE (I.E. CONSTRUCTION FLAGS, LOW PROFILE BARRICADES, AIRPORT RADIOS, RUNWAY CLOSURE MARKERS, ETC.).

H. ENVIRONMENTAL CONSIDERATIONS AND AIRFIELD SAFETY TRAINING.

I. MATERIALS AND EQUIPMENT DELIVERED TO SITE, AS APPLICABLE.

J. SURVEY LAYOUT AND EXISTING ELEVATION VERIFICATION (PERFORMED BY CONTRACTOR)

K. UNDERGROUND UTILITY INVESTIGATION AND POTHOLING.

L. QUALITY ASSURANCE / QUALITY CONTROL WORKSHOP.

M. ALL MISCELLANEOUS MOBILIZATION EFFORTS REQUIRED TO COMMENCE CONSTRUCTION.

PRELIMINARY WORK REQUIRED TO PURSUE CONSTRUCTION TO COMPLETION WILL BE FINALIZED

DURING THE MOBILIZATION ELEMENT TO MINIMIZE DELAYS DURING CONSTRUCTION.

ELEMENT 2 - CONSTRUCTION (41 WORKING DAYS)

THE CONSTRUCTION ELEMENT CONSISTS OF (2) WORK AREAS DEFINED BY PHASING LIMITATIONS FOR SPECIFIC AREAS OUTSIDE AND INSIDE THE MAIN TAXILANE SAFETY AREA. SEE SECTION 4.17

FOR DESCRIPTIONS AND RESTRICTIONS OF THE VARIOUS AIRFIELD SAFETY AREAS.

DEFINITION OF WORK AREAS

A. WORK AREA 1: THIS WORK AREA CONSISTS OF ALL (6) TAXILANE RECONSTRUCTION AND

DRAINAGE IMPROVEMENT LIMITS NORTH OF THE MAIN TAXILANE OBJECT FREE AREA (TAXILANE 6-11).

B. WORK AREA 2: THIS WORK AREA CONSISTS OF ALL (6) TAXILANE ASPHALT PAVEMENT LIMITS

REQUIRING CONSTRUCTION EQUIPMENT AND PERSONNEL INSIDE THE MAIN TAXILANE SAFETY

AREA (TAXILANE 6-11).

WORK AREA 1 SUMMARY AND PHASING RESTRICTIONS:

A. SCOPE OF WORK - REMOVAL OF EXISTING PAVEMENT AND UNDERLYING BASE, UNCLASSIFIED

EXCAVATION, SUBGRADE PREPARATION; CONSTRUCTION OF LIME TREATED SUBGRADE,

CRUSHED AGGREGATE BASE COURSE, RECYCLED BASE SHOULDERS, 5-FOOT-WIDE PCC

VALLEY GUTTERS, AND STORM DRAIN SYSTEM.

B. AREA CLOSED TO AIRCRAFT OPERATIONS - ALL SIX (6) TAXILANES TO BE RECONSTRUCTED WILL

BE CLOSED TO THE NORTH OF THE MAIN TAXILANE SAFETY AREA.

C. DURATION OF CLOSURE - FORTY-ONE (41) WORKING DAYS. ACCEPTABLE WORK HOURS ARE 7

A.M. TO 5 P.M. MONDAY THROUGH FRIDAY.

D. ALTERNATE TAXI ROUTE - NONE.

E. EMERGENCY ACCESS ROUTE - NO CHANGES

F. CONSTRUCTION STAGING AREA - THE CONSTRUCTION STAGING AREA IS LOCATED ON TAXILANE

5, AS SHOWN ON SHEETS G-081.

G. CONSTRUCTION ACCESS AND HAUL ROUTE - THE CONSTRUCTION ACCESS AND HAUL ROUTES

ARE SHOWN ON SHEET G-081.

H. IMPACTS TO NAVIGATIONAL AIDS (NAVAIDS) - NONE.

I. LIGHTING AND MARKING CHANGES - NONE.

J. REQUIRED HAZARD MARKING AND LIGHTING - LOW-PROFILE BARRICADES SHALL BE PLACED

JUST OUTSIDE THE MAIN TAXILANE OBJECT FREE AREA ALONG THE SOUTH END OF TAXILANE 6

THROUGH TAXILANE 10-11, AND ACROSS THE MAIN TAXILANE FROM THE SOUTH WEST CORNER

OF HANGAR 11 TO THE NORTH WEST CORNER OF HANGAR 5 TO RESTRICT AIRCRAFT TRAFFIC

FROM ENTERING WORK AREAS. TEMPORARY CONSTRUCTION FENCING SHALL BE PLACED

ALONG THE SOUTH END OF TAXILANE 4-5 TO RESTRICT PUBLIC ACCESS TO THE STAGING AND

STOCKPILE AREAS AND FROM THE NORTH EAST CORNER OF THE 14 UNIT NT 50-42 HANGAR

BUILDING WEST OF TAXILANE 6 TO THE CORNER OF THE EXISTING AOA FENCE NORTH OF

TAXILANE 6.

K. LEAD TIMES REQUIRED NOTIFICATION - TEN (10) WORKING DAYS.

L. ADDITIONAL RESTRICTIONS - FOR HAULING AND OTHER CONSTRUCTION ACTIVITIES INSIDE THE

TLOFA, FLAGGERS MUST BE ALWAYS PRESENT, AND CONSTRUCTION TRAFFIC SHALL YIELD TO

AIRCRAFT. SWEEPER TO BE PRESENT DURING CONSTRUCTION TO KEEP TAXIWAY/TAXILANES

ALWAYS CLEAN.

WORK AREA 2 SUMMARY AND PHASING RESTRICTIONS:

A. SCOPE OF WORK - CONSTRUCTION OF ASPHALT SURFACE COURSE AND APPLICATION OF

PAVEMENT MARKINGS.

B. AREA CLOSED TO AIRCRAFT OPERATIONS - MAIN TAXILANE EAST OF TAXILANE 1 AND ALL

TAXILANES SERVICED BY THE CLOSED SECTION OF THE MAIN TAXILANE.

C. DURATION OF CLOSURE - FOUR (4) WORKING DAYS WITHIN THE FORTY-ONE (41) WORKING DAYS

OF WORK AREA 1. ASPHALT PAVING OPERATIONS AND THE INITIAL PAVEMENT MARKING

APPLICATION MUST BE PERFORMED IN FOUR (4) CONSECUTIVE CALENDAR DAYS OF THE

CLOSURE. THE FINAL PAVEMENT MARKING APPLICATION WILL REQUIRE CLOSURE FOR ONE (1)

WORKING DAY AFTER THE 30-CALENDAR DAY ASPHALT PAVEMENT CURE PERIOD. ACCEPTABLE

WORK HOURS ARE 7 A.M. TO 5 P.M. MONDAY THROUGH FRIDAY.

D. ALTERNATE TAXI ROUTE - NONE.

E. EMERGENCY ACCESS ROUTE - NO CHANGES

F. CONSTRUCTION STAGING AREA - THE CONSTRUCTION STAGING AREA IS LOCATED ON TAXILANE

5, AS SHOWN ON SHEETS G-082.

G. CONSTRUCTION ACCESS AND HAUL ROUTE - THE CONSTRUCTION ACCESS AND HAUL ROUTES

ARE SHOWN ON SHEET G-082.

H. IMPACTS TO NAVIGATIONAL AIDS (NAVAIDS) - NONE.

I. LIGHTING AND MARKING CHANGES - NONE.

J. REQUIRED HAZARD MARKING AND LIGHTING - LOW-PROFILE BARRICADES SHALL BE PLACED

ACROSS THE MAIN TAXILANE AT THE NORTHWEST CORNER OF HANGAR 1 TO THE SOUTH WEST

CORNER OF THE 14 UNIT NT 50-42 HANGAR BUILDING WEST OF TAXILANE 6, AND ALONG THE

HANGAR TAXILANES TO THE SOUTH OF THE CLOSED MAIN TAXILANE SECTION TO RESTRICT

AIRCRAFT TRAFFIC FROM ENTERING THE WORK AREA.

K. LEAD TIMES REQUIRED NOTIFICATION - TEN (10) WORKING DAYS.

L. ADDITIONAL RESTRICTIONS - SWEEPER TO BE PRESENT DURING CONSTRUCTION TO KEEP

TAXIWAY / TAXILANES CLEAN AT ALL TIMES. CONSTRUCTION TRAFFIC SHALL YIELD TO

AIRCRAFT.

CONSTRUCTION SAFETY AND PHASING PLAN SHEETS

DRAWINGS SPECIFICALLY INDICATING OPERATIONAL SAFETY PROCEDURES AND METHODS IN

AFFECTED AREAS HAVE BEEN DEVELOPED FOR EACH CONSTRUCTION PHASE AND WORK AREA.

THESE DRAWINGS ARE INCLUDED AS ATTACHMENT A, AND WILL BE INCLUDED IN THE CONTRACT BID

PACKAGE (PLAN SHEETS G-021, G-081, G-082, AND G-083).

CONTRACT

AWARD

MOBILIZATION

ELEMENT

CONSTRUCTION

ELEMENT TOTAL

TOTAL PROJECT 30 WORKING DAYS 41 WORKING DAYS 71 WORKING DAYS

C. CONSTRUCTION DIRECTIONAL SIGN

HAUL

ROUTE

B. CONSTRUCTION TRAFFIC HAUL ROUTE

SIGN. REFERENCE MUTCD W8-6

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

L x xx x

C B

5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

B-3

B-5

B-7

B-10

B-11

B-051

PLAN AND LOG OF

SOIL BORINGS

H \C

E 2B

S H

\B -0

A N

D L

O G

O F

B O

G S.

D W

00 50 100

SOIL BORING LEGEND

(AC) ASPHALT CONCRETE

(AB) AGGREGATE BASE

(SP-SC) POORLY GRADED

SAND WITH CLAY

(CL) SANDY LEAN CLAY

(SC) CLAYEY SAND

(CH) SANDY FAT CLAY

B-3

B-53" AC

12" AB 2.5" AC

6" AB

B-7

B-10 B-111.75" AC

6.25" AB 1.75" AC

8.0" AB

1.5" AC

9" AB

(E ) H

G (1

N T

-4

(E ) H

G (1

N T

-4

2) (E

) H

(E ) H

MAIN TAXILANE

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\B -0

A N

D L

O G

O F

B O

G S.

D W

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

JTL

JTH

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E 1-

E 3-

E 4-

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- 8 /9

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- 1

-1

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

W V

8'' W 8'' W

8' ' W

2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W x

M M

TLSA

TLO

W V

U D

TAXILANE 6

TAXILANE 6-7

TAXILANE 7 - 8/9

(E) HANGAR BUILDING

(14 UNIT NT 50-42)

(E) HANGAR 6

(E) HANGAR 7

(E) HANGAR 8 (E) HANGAR 9

N T

450+00 451+00 452+00 453+00 454+00

500+00 501+00 502+00 503+00 504+00

550+00 551+00 552+00 553+00 554+00

SSSSSSSSSSSSS

S S

SSSSSSSSSSSSSSSS

INSTALL INLET PROTECTION AT

EXISTING CATCH BASIN, TYP

SEE DETAIL 2/C-031

INSTALL SEEDLESS

STRAW ROLLS, TYP

SEE DETAIL 1/C-031

SEE NOTE 5.

SSSSSSSSSSSSSSSS S

S S

SSSSSSSSSSSSSSSSSSSSSSSSS S

S S

SSSSSSSSSSSSSSSSSSS

SSSSSSSSSSSSSSSSSS

S S

S SSSSSSSSSSSSSSSSSS

PERMANENT

HYDROSEEDING, TYP

SEE NOTE 3

W M

TRAN

D Y

W M

C O

U N

O R

T R O

A D

W M

D Y H

H xx

S x x x x

C-021

EROSION CONTROL

PLAN 1

JTL

JTH

JML

9 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\C -0

R O

N C

O N

.D W

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

EROSION CONTROL NOTES:

1. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM PERMIT REQUIREMENTS. EROSION SHALL BE AVOIDED BY USE OF

BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION AND BY DIRECTING

SURFACE WATER RUNOFF FROM PAVED SURFACES INTO THE AIRPORT DRAINAGE

SYSTEM.

2. THE CONTRACTOR SHALL ENSURE CONSTRUCTION EQUIPMENT AND VEHICLES

OPERATING IN THE CONSTRUCTION AREA ARE CHECKED AND MAINTAINED DAILY TO

PREVENT LEAKS OF FUELS, LUBRICANTS OR OTHER FLUIDS.

3. FOLLOWING COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE

SMOOTH-GRADED AND RETURNED TO EXISTING CONDITIONS. APPLY HYDROSEED PER

T-901.

4. THE CONTRACTOR SHALL AT A MINIMUM INSPECT INSTALLED BMPS AFTER EVERY RAIN

EVENT THAT PRODUCES 1/2-INCH OF RAIN OR MORE. THE EROSION CONTROL DEVICES

SHALL BE MAINTAINED IN GOOD WORKING CONDITION UNTIL THE CONCLUSION OF THE

PROJECT. THE CONTRACTOR SHALL REPAIR ANY DAMAGED EROSION CONTROL DEVICE,

AND SHALL REMOVE AND DISPOSE OF ANY MATERIAL THAT ACCUMULATES ON, IN, OR

AROUND ANY EROSION CONTROL DEVICE.

5. SEEDLESS STRAW ROLLS TO BE PLACED AT 20-FOOT OFFSET FROM GRADING AROUND

PERIMETER OF PROPOSED SHOULDER, LAYOUT IN FIELD FOR APPROVAL BY RPR.

6. INLET PROTECTION SHALL BE INSTALLED AT ALL NEW CATCH BASINS FOLLOWING

INSTALLATION AND MAINTAINED THROUGH PROJECT COMPLETION. SEE SHEET C-400 FOR

LOCATION OF NEW CATCH BASINS.

00 20 40

KEYMAP

NOT TO SCALE

LEGEND:

SEEDLESS STRAW ROLLS

INLET PROTECTION

PERMANENT HYDROSEEDING

SSSSSSSSSSSSSSS

NO. 71754R E

S T

ED PROFESSIONAL ENGINEER

STA TE OF CALIFORNIAC I V I L

JEF

FREY T. LEONARD

Exp. date: 12/31 23

Y H

ST ST ST ST ST ST ST

TLSA

TLO

W V

H H

SSSSSSS

TAXILANE 8/9 - 10

TAXILANE 10-11

TAXILANE 11

(E) HANGAR 10

(E) HANGAR 11

(E) HANGAR 8 (E) HANGAR 9

N T

600+00 601+00 602+00 603+00 604+00

650+00 651+00 652+00 653+00 654+00

700+00 701+00 702+00 703+00 704+00

SSSSSSSSSSSSSSSSSSS

S S

S SSSSSSSSSSSSSSS

INSTALL INLET PROTECTION, TYP

SEE DETAIL 2/C-031

INSTALL SEEDLESS STRAW ROLLS, TYP

SEE DETAIL 1/C-031

SSSSSSS

S S

SSSSSSSSSSSSS

SSSSSSSSSSSSSSSSSSSSSSSSSSSSS

S S

SSSSSSSSSSSSSSS

S S

S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SSSSSSSSSSSSSSS

S S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

N T

TAXILANE 11

PERMANENT

HYDROSEEDING, TYP

SEE NOTE 3

W M

TRAN

D Y

W M

C O

U N

O R

T R O

A D

W M

D Y H

H xx

S x x x x

C-022

EROSION CONTROL

PLAN 2

JTL

JTH

JML

10 34

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

1360 19th Hole Drive, Suite 200

Windsor, CA 95492 phone: 707-526-5010 meadhunt.com

H \C

E 2B

S H

\C -0

R O

N C

O N

.D W

3-06-0270-XXX-2026AIP NO.:

1943400-231147.01

MARCH 2026

NOT FOR CONSTRUCTION

N U

R T, S O

O C

O U

N O

R U

O N

A N

D D

, P H

, C A

BID SET

00 20 40

KEYMAP

NOT TO SCALE

EROSION CONTROL NOTES:

1. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM PERMIT REQUIREMENTS. EROSION SHALL BE AVOIDED BY USE OF

BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION AND BY DIRECTING

SURFACE WATER RUNOFF FROM PAVED SURFACES INTO THE AIRPORT DRAINAGE

SYSTEM.

2. THE CONTRACTOR SHALL ENSURE…

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