Attachment 2 - Base Paving and Sitework Standard Details.pdf

PDF 6 MB Posted Nov 5, 2020

Attached to: Sitework and Paving IDIQ at Hanscom AFB Federal contract opportunity
Solicitation number: FA283521B0001
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Hanscom Air Force Base

About this file

Written by GovTribe AI · Dec 30, 2023

This is a solicitation for a Sitework and Paving IDIQ contract at Hanscom Air Force Base with a total value between $10-25 million. The scope includes repair and replacement of roadways, curbing, and sidewalks at various locations throughout Hanscom AFB and other Geographically Separated Units. The solicitation will be released on Beta.SAM and bids are due between 9:00 AM and 12:00 PM on December 4th, 2020. This is a 100% small business set-aside restricted to small businesses headquartered within 60 miles of Hanscom AFB. The minimum order is $2,500 and no individual task order will exceed $3,000,000. Questions are due by November 19th and the bid opening will take place on December 4th via Zoom. The NAICS code is 237310 and the size standard is $39.5 million.

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Other files for this federal contract opportunity

Other files attached to Sitework and Paving IDIQ at Hanscom AFB, newest first.
File	Type	Posted
Abstract of Offerors 12-6 (1).pdf	PDF	Dec 8, 2020
Bid Opening Call-in Info UPDATE.pdf	PDF	Dec 2, 2020
Bid Opening Call-in Info.pdf	PDF	Dec 1, 2020
RFI - Questions and Answers.pdf	PDF	Nov 20, 2020
Pages from Attachment 5f - HAFB Landscape Standards - 06 27 2017-6.pdf	PDF	Nov 12, 2020
Pages from Attachment 5A- HAFB Landscape Standards - 06 27 2017-2.pdf	PDF	Nov 12, 2020
Pages from Attachment 5e - HAFB Landscape Standards - 06 27 2017-5.pdf	PDF	Nov 12, 2020
Pages from Attachment 5j - HAFB Landscape Standards - 06 27 2017-12.pdf	PDF	Nov 12, 2020
Pages from Attachment 5i - HAFB Landscape Standards - 06 27 2017-11.pdf	PDF	Nov 12, 2020
Pages from Attachment 5h - HAFB Landscape Standards - 06 27 2017-10 (1).pdf	PDF	Nov 12, 2020
Pages from Attachment 5d- HAFB Landscape Standards - 06 27 2017-4.pdf	PDF	Nov 12, 2020
Pages from Attachment 5b - HAFB Landscape Standards - 06 27 2017-2.pdf	PDF	Nov 12, 2020
Pages from Attachment 5c - HAFB Landscape Standards - 06 27 2017-3.pdf	PDF	Nov 12, 2020
Solicitation - FA283521B0001.pdf	PDF	Nov 12, 2020
Attachment 9 - HAFB Contractor HAZMAT SOP - Nov 2019.pdf	PDF	Nov 5, 2020
SOW (Small).pdf	PDF	Nov 5, 2020
FY21 S and P IDIQ - Bid Schedule - FINAL.xlsx	XLSX spreadsheet	Nov 5, 2020
Attachment 12 - HAFB Stormwater IDDE Plan.pdf	PDF	Nov 5, 2020
Attachment 10 - HAFB Stormwater Pollution Prevention Plan (DRAFT).pdf	PDF	Nov 5, 2020
Attachment 4 - HAFB Architectural Compatibility Plan - Jan 2013.pdf	PDF	Nov 5, 2020
Attachment 3 - HAFB Design Guide - Oct 2018.pdf	PDF	Nov 5, 2020
Attachment 1 - Sitework and Paving Specs.pdf	PDF	Nov 5, 2020
Wage Determination 13.pdf	PDF	Nov 5, 2020
Wage Determination 12.pdf	PDF	Nov 5, 2020
Wage Determination 03.pdf	PDF	Nov 5, 2020
Attachment 11 - HAFB Operations and Maintenace Manual (DRAFT).pdf	PDF	Nov 5, 2020
Attachment 8 - HAFB Stormwater Management - Feb 2020.pdf	PDF	Nov 5, 2020
Attachment 7 - HAFB CNS Site Stormwater Control - Jul 2019.pdf	PDF	Nov 5, 2020
Wage Determination 01 25 September 2020.pdf	PDF	Nov 5, 2020
Attachment 6 - HAFB Contractor Env Guide Rev - Nov 2019.pdf	PDF	Nov 5, 2020

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DESIGNED FOR:

HANSCOM AFB APPROVAL

DATE

USER

FIRE DEPARTMENT

SECURITY POLICE

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENVIRONMENTAL

CROSS-CONNECTION COORDINATOR*

*Hanscom AFB's Cross-Connection Coordinator is also a Massachusetts Certified Surveyor and Tester

OPERATIONS

CHIEF OF ENGINEERING

SITEWORK & PAVING

IDIQ CONTRACT

HANSCOM AIR FORCE BASE, MA

GEOGRAPHICALLY SEPARATED UNITS - GSU

SAGAMORE HILL ELECTRONICS RESEARCH ANNEX, MA

CAPE COD AIR FORCE STATION, MA

FOURTH CLIFF RECREATION ANNEX, MA

NEW BOSTON AIR FORCE STATION, NH

PATRIOT GOLF COURSE, MA

G-001 Sheet 1 of 23

66th AIR BASE GROUP/CENM

BASE CIVIL ENGINEER DIVISION

ENGINEERING AND DESIGN SECTION

2 JUL 2020

DEPARTMENT OF THE AIR FORCE AIR FORCE MATERIEL COMMAND

PROPERTY OF THE UNITED STATES AIR FORCE: FOR OFFICIAL USE ONLY.

HANSCOM AFB VICINITY MAP

MARTHA'S VINEYARD

NANTUCKET

PLYMOUTH

BOSTON

BEDFORD

WORCESTER

SPRINGFIELD

NASHUA

HARTFORD

ATLANTIC OCEAN

MASSACHUSETTS

CONNECTICUT

VERMONT

NEW HAMPSHIRE

ABBREVIATIONS

HANSCOM AFB

BASE PLAN

495495

ATLANTIC OCEAN

RHODE

ISLAND

BOSTON

ARLINGTON

LEXINGTON

LYNN

SALEM

QUINCY

HINGHAM

WEYMOUTH

DEDHAM

BROOKLINE

FRAMINGHAM

WILMINGTON

BEDFORD

CONCORD

HANSCOM AFB

4th CLIFF

REC ANNEX

PLAYGROUND

PICNIC AREA

18A

4th CLIFF REC ANNEX

HUMAROCK, MA

SEE LOCATION MAP

SAGAMORE

ORLEANS

FALMOUTH

BUZZARDS BAY

NANTUCKET SOUND

SANDWICH

HYANNIS

CHATHAM

CAPE COD BAY

PROVINCETOWN

SAGAMORE

VICINITY MAP LOCATION MAP

SEE

CAPE COD AIR FORCE STATION

SAGAMORE, MA

HAMILTON

BEVERLY

IPSWICH

BAY

S A

R E

S T

PROJECT

SITE

HANSCOM AFB

WALTHAM

BOSTON

HAMILTON

IPSWICH

ANDOVER

LOWELL

N.H.

MASS.

LAWRENCE

PROJECT SITE

VICINITY MAP LOCATION MAP

GRAVEL ROAD

SAGAMORE HILL

ELECTRONICS RESEARCH

ANNEX

HAMILTON, MA

ALUM

B/O

BIT

BOT

CONC

CONT

DIP

ELEV

EXIST

FDTN

HORIZ

MIN

MAX

AND

BASELINE

CENTERLINE

DIAMETER

ALUMINUM

BOTTOM OF

BITUMINOUS

BOTTOM

CLASS

CONCRETE

CONTINUED, CONTINUOUS

DUCTILE IRON PIPE

EACH

ELEVATION

EXISTING

FOUNDATION

HORIZONTAL

MANHOLE

MINIMUM

MAXIMUM

NTS

OPP

PSI

PVC

PVMT

REINF

REQD

RGS

SCH

SHT

SIM

STL

T/O

TYP

VERT

VIF

WWF

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

PAVEMENT

REINFORCING

REQUIRED

RIGID GALVANIZED STEEL

SCHEDULE

SHEET

SIMILAR

STEEL

TOP OF

TYPICAL

VERTICAL

VERIFY IN FIELD

WITH

WELDED WIRE FABRIC

LEGEND

DETAIL CALLOUT

DETAIL

NUMBER

DETAIL

SHEET

SECTION

NUMBER

SECTION MARKER

SECTION

SHEET

DIRECTION OF

SECTION CUT

PLAYGROUND

EQUIP.

X-XXX

INDEX

SHEET DRAWING DRAWING NAME

NUMBER NUMBER

1 G-001 COVER SHEET

2 G-002 SITE PLANS, INDEX, ABBREVIATIONS & LEGEND

4 C-501 DEMOLITION DETAILS

5 C-502 PAVING DETAILS - 1

6 C-503 PAVING DETAILS - 2

7 C-504 CONCRETE DETAILS

8 C-505 CURBING DETAILS

9 C-506 WATER DETAILS

10 C-507 GAS DETAILS

11 C-508 SEWER DETAILS

12 C-509 STORM DRIANAGE DETAILS

13 C-510 STORM DRAIN DETAILS

14 C-511 ELECTRICAL & COMMUNICATION DETAILS - 1

15 C-512 ELECTRICAL & COMMUNICATION DETAILS - 2

16 C-513 ELECTRICAL & COMMUNICATION DETAILS - 3

3 G-003 GENERAL NOTES

CAPE COD

GSU SITE MAPS

ROUTE 2A / SARTAN GATE

AND VISITOR CENTER

RUIZ

GATE

BUILDING 1604

AFLLMC / PZI

OPERATIONAL CONTRACTING

BUILDING 1721

BASE SAFETY OFFICE

BLDG 1810

120 GRENIER ST

BASE CIVIL ENGINEERING

AFS

CONCRETE PAD

E O

7' HIGH CLF WITH

BARBED WIRE

I V

I T

I N

I V

I D

I N

SURVEY

MONUMENT

TREELINE

STONE WALL

17 C-514 ELECTRICAL & COMMUNICATION DETAILS - 4

19 C-516 LANDSCAPING DETAILS

20 C-517 FENCING DETAILS

21 C-518 MISCELLANEOUS DETAILS - 1

22 C-519 MISCELLANEOUS DETAILS - 2

23 C-520 MISCELLANEOUS DETAILS - 3

18 C-515 ELECTRICAL & COMMUNICATION DETAILS - 5

1 2 7 8 9 103 4 5 6

G-002

S I Z

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

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P A

R T

M E

C E

C E t h

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B A

I L

N G

I N

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I V

I S

I O

M A

R K

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R I P

T I O

N D

A T

S I T

E W

O R

I N

I D

T R

A C

A B

B R

E V

I A

T I O

E N

66 AIR

ASE GROUP

SHEET IDENTIFICATION

H A

N S

C O

F B

X X

A N

S I D

J U

X X

O P

T I O

N A

I E

X X

O P

T I O

N A

I E

X X

S I T

L A

N S

I N

D E

SHEET 2 OF 23

E R

I A

O M

M A

N D

AutoCAD SHX Text 1A

AutoCAD SHX Text

AutoCAD SHX Text 1A

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

1 2 7 8 9 103 4 5 6

G-003

S I Z

S U

B M

I T

T E

C H

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K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

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A T

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C E t h

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66 AIR

ASE GROUP

SHEET IDENTIFICATION

H A

N S

C O

F B

X X

A N

S I D

J U

X X

O P

T I O

N A

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X X

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N A

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X X

G E

N E

R A

O T

E S

SHEET 3 OF 23

E R

I A

O M

M A

N D

ACCESS AND STAGING NOTES

TRAFFIC CONTROL NOTES

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,

EQUIPMENT, AND DELIVERIES SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER

WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND

HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS

AND HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY

ACCESS TO ALL PROJECT AREAS, AND EXISTING ROADWAYS AT ALL TIMES

WITHOUT DELAY TO EMERGENCY AND SECURITY FORCES RESPONSE TIME.

3. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE

FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

4. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN

THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH

THE CONTRACTING OFFICER.

5. TEMPORARY CONSTRUCTION FENCING SHALL BE PROVIDED BY THE

CONTRACTOR AND THE CONTRACTOR SHALL COORDINATE REQUIRED

RELOCATION OF FENCE DURING CONSTRUCTION WITH THE

GOVERNMENT PROJECT MANAGER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND

STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF

CONTRACTOR'S STAGING SHALL BE WITHIN THE LIMITS OF WORK OF THE

PROJECT AND IS SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

GENERAL NOTES

ARCHAEOLOGICAL REQUIREMENTS

EXISTING CONDITION NOTES

EXCAVATION AND TRENCH NOTES

EROSION AND SEDIMENT CONTROL NOTES

EQUIPMENT AND STOCKPILE HEIGHT

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S

EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE LIMITS OF

WORK.

8. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION

ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING

OFFICER APPROVAL. SIGN SHALL BE A MINIMUM OF 3'X5' AND INCLUDE THE

PROJECT NUMBER AND TITLE, NAME OF THE CONTRACTOR, AND CONTACT

INFORMATION FOR THE CONTRACTOR.

9. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT

TO SEARCH BY SECURITY FORCES WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID

PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS, AND ALL

VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION AND PROOF OF

INSURANCE. REGISTERED WORK VISA HOLDERS ARE AUTHORIZED TO

PERFORM WORK WITHIN A FEDERAL INSTALLATION.

10. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL SHALL BE

RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN

OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO

ENTERING SECURE AREAS.

11. ACCESS POINTS, HAUL ROUTES, WORK LIMITS, AND ANY OTHER AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

12. CONTRACTOR MAY BE REQUIRED TO FILE FAA FORM 7460, NOTICE OF

PROPOSED CONSTRUCTION OR ALTERATION, IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. CONTRACTOR SHALL

DETERMINE IF SITE CONSTRUCTION EQUIPMENT REQUIRES A FORM 7460

AND CONTRACTOR SHALL COORDINATE WITH HANSCOM FIELD AND FAA

FOR ANY TEMPORARY AIRFIELD WAIVERS. CONTRACTORS SHALL ALLOW

AT LEAST 45-60 DAYS TO PROCESS A FAA FORM 7460.

13. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE

ROAD TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE

BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT. THE HAUL ROAD LOCATIONS SHALL BE APPROVED BY THE

CONTRACTING OFFICER. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN

ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S

EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS

SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER

APPROVED METHODS DURING WORKING HOURS.

1. CONTRACTOR SHALL SUBMIT ALL TRAFFIC INTERUPTIONS IN ACCORDANCE

WITH SECTION 01 14 00, WORK RESTRICTIONS. THE 21 DAY ADVANCE NOTICE

DOES NOT MEAN THE REQUEST WILL BE AUTOMATICALLY APPROVED. THE 21

DAYS PROVIDES NECESSARY TIME FOR HANSCOM BASE CE TO COORDINATE

AND VERIFY IF CLOSURE IS ACCEPTABLE TO SECURITY FORCES AND THE

HANSCOM FIRE DEPARTEMENT. FOR COMPLETE ROAD CLOSURES THE

CONTRACTOR WILL NEED TO DEMONSTRATE WHY PARTIAL ROAD CLOSURES

ARE NOT POSSIBLE.

2. ALL TRAFFIC CONTROL SIGNAGE SHALL COMPLY WITH THE MOST

RECENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD).

3. ALL CONTRACTOR EQUIPMENT AND VEHICLES SHALL BE MARKED WITH

COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE

CLEARLY VISIBLE.

4. EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND

AN ALARM WHEN MOVING IN REVERSE.

5. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT-TO-REMAIN.

6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES,

THE CONTRACTOR SHALL REQUEST THE CONTRACTING OFFICER TO

SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE RE-OPENED UNTIL THE

CONTRACTING OFFICER HAS COMPLETED INSPECTION AND APPROVED THE

RE-OPENING OF ACTIVE AREAS.

7. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO

CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE

THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL

EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A MANNER

THAT COMPLIES WITH LOCAL REGULATIONS AND ENGINEERING MANUAL

(EM) 385-1-1 SAFETY AND HEALTH REQUIREMENTS.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY

BE REQUIRED.

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND

SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT

CONTROL, AND STORMWATER POLLUTION PREVENTION.

2. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND

HAUL ROUTES, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO

CONTROL EROSION AND STORM WATER RUNOFF.

3. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST

CAUSED BY DEMOLITION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE

OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON

THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA

REGARDLESS OF SOURCE.

1. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER

TO PREVENT ITS MOVEMENT BY WIND FORCES.

2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL

HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS

AND SHALL RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE

THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN

TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS

SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND

OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE

GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED

ON-SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER

RECOMMENDATIONS.

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET

UNLESS INDICATED.

3. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED

OTHERWISE.

4. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE

POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF

PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL,

UNLESS INDICATED OTHERWISE.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED

PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY AGENCIES AND

THE CONTRACTING OFFICER.

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS

AND SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES,

ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR

DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL

INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION

REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT, CONTRACTOR

SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER IN WRITING. THE

DECISION OF THE CONTRACTING OFFICER SHALL BE CONSIDERED

FINAL.

1. CONSTRUCTION SITES MAY LIE ON REVOLUTIONARY WAR

ARCHEOLOGICAL SITE. CONTRACTOR SHALL ADHERE TO THE

ARCHAEOLOGICAL PROTECTION PLAN. GOVERNMENT SHALL HAVE

ACCESS TO SITE AT ALL TIMES FOR ARCHAEOLOGICAL OBSERVATION.

1. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND

BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE

IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE ANY

FURTHER WORK COMMENCES.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY

EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO

TAKE NECESSARY PRECAUTIONS DURING DEMOLITION. CONTRACTOR

SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES

INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR

TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING

OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO

IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER

EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF

MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY ACTIVE UTILITY

SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO

BE DAMAGED DURING DEMOLITION. THE CONTRACTOR SHALL REPAIR

OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

C-501

MANHOLE PATCH

NOT TO SCALE

SAN

SANSAN

SANSANSANSANSANSANSANSANSANSAN

SAN

SAN SAN

SAN

SAN SAN

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SAN SAN

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SAN SAN SAN

SAN SAN SAN SAN SAN

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SAN SAN

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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

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SAN

CLEAN EXTERIOR

AND WATERPROOF

WITH ASPHALTIC

CEMENT

EXISTING PIPE

OPENING

REMOVE EXISTING

PIPE

REMOVE EXISTING

SEALING MATERIALS

NOTE:

1. CONTRACTOR TO REMOVE PIPE, BOOTS AND MORTAR AND

CEMENT USED TO SEAL PIPE PRIOR TO PATCHING AND

WATERPROOFING.

SECTIONAL VIEW

PATCH OPENING

WITH SEWER BRICK

SET IN CEMENT

MORTAR

C-501

ELEVATION -A

C-501

WATER LINE SERVICE

PIPE REMOVAL AND CAP

NOT TO SCALE

GROUND SURFACE

MECHANICAL

JOINT CAP

REMOVE

EXISTING

PIPE

TEE

THREADED

ANCHOR

RODS

THRUST BLOCK

FOR LINES 4"

AND LARGER

NOTE:

1. CONTRACTOR MAY INSTALL A THREADED ANCHOR ROD SYSTEM

OR A 1 CUBIC YARD POURED IN PLACE. THRUST BLOCK TO

PREVENT PIPE SEPARATION.

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NEW

SLOPE

1/4" PER FOOT

N E

S L O

P E

E R

F O

O T

NEW CROSS SLOPE

1/4" PER FOOT

NEW CROSS SLOPE

1/4" PER FOOT

EXIST BIT CONC

PAVEMENT

NEW 2"MIN

CLASS I BIT CONC

RESURFACING TYPE I-I

NEW TACK COAT ON

CLEANED EXIST

PAVEMENT SURFACE

NEW SAWCUT

LINE

NEW SAWCUT

LINE

NEW 6" GRADED

CRUSHED AGGREGATE

BASE COURSE

NEW 6" GRADED

CRUSHED AGGREGATE

BASE COURSE

NEW 4" CEMENT

CONC

EXIST GROUND

NEW 2' ROUNDING

NEW PLANTABLE SOIL

BORROW & SEED

NEW 1'

ROUNDING

NEW PLANTABLE SOIL

BORROW & SEED

BIT CONC

SIDEWALK

NEW BIT CONC

OVERLAY - 1/2"

TO 2" DEPTH

EXIST GROUND

LEVEL AREA

C-502

TYPICAL SECTION

NEW RESURFACING

SCALE:

" = 1'-0"

VERTICAL GRANITE

CURB - 6" REVEAL

SURVEY

VERTICAL GRANITE

CURB - 6" REVEAL

NEW

1'-0"2'-0"

WHERE APPLICABLE SEE PLANSWHERE APPLICABLE SEE PLANS VARIES - SEE PLANS

4'-0"

0'-6"

1'-0"

COLD PLANING

VARIES 3' ± TO 8' ±

NEW COLD PLANING

VARIES 3' ± 8' ±

0'-6"

1'-0"

1'-0" 1'-0"

VARIES VARIES -EXIST

0'-6"

EXIST COMPACTED

SUBGRADE

NEW PLANTABLE SOIL

BORROW & SEED

EXIST GROUND

NEW 6:1 SLOPE

IN CUT

VERTICAL GRANITE

CURB - 6" REVEAL

VERTICAL GRANITE

CURB - 6" REVEAL

NEW CROSS SLOPE

1/4" PER FOOT

NEW CROSS SLOPE

1/4" PER FOOT

NEW 2" CLASS I

BIT CONC TOP COURSE

TYPE I-I

NEW 2" CLASS I

BIT CONC BINDER COURSE

TYPE I-I

NEW 12" COMPACTED GRAVEL

MASS DOT M 1.0.3.0 TYPE C

GRADED & COMPACTED

SUBGRADE

HOLD EXIST ELEV

@ TOP OF STEAM

TUNNEL

EXIST TURF

EXIST

STEAM

TUNNEL

REINFORCED TRENCH

CONC (TYP)

SURVEY

NEW

C-502

TYPICAL SECTION

NEW FULL DEPTH

RECONSTRUCTION

SCALE:

" = 1'-0"

1'-0" 1'-0"

VARIES - SEE PLANSVARIES - SEE PLANSWHERE APPLICABLE - SEE PLANS

1'-0"

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NOTE:

EXIST CRACK

WIDTH "T" "T"

T H

R E

M O

V E

PROPOSED

OVERLAY

EXIST

PAVEMENT

ROUT & CLEAN

REMAINING CRACK

DEPTH. FILL

W/JOINT SEALER

& CRACK FILLER

12" UNDERLAY REPLACEMENT

MILL EXIST TO PROPER DEPTH

TYPE "B" CRACK REPAIR WILL GENERALLY BE USED

FOR CRACK WIDTHS THAT EXCEED 1"

C-503

TYPE "B" CRACK REPAIR

NOT TO SCALE CRACK WIDTHS EXCEEDING 1"

GRADE

TO DRAIN

GRADE

TO DRAIN

1.67% (TYP)

PRIME COAT

2-1/2�" BIT

TOP COURSE

6" COMPACTED GRADED

CRUSHED AGGREGATE

BASE COURSE

C-503

BITUMINOUS WALK

NOT TO SCALE

"T"

EXIST CRACK

WIDTH "T"

R E

S H

A P

I N

T H

ROUT & CLEAN

EXIST CRACK.

FILL W/JOINT

SEALER & CRACK

FILLER

PROPOSED

OVERLAY

EXIST

PAVEMENT

NOTE:

TYPE "A" CRACK REPAIR WILL GENERALLY BE USED

FOR CRACK WIDTHS OF 1/2" TO 1"

C-503

TYPE "A" CRACK REPAIR

NOT TO SCALE CRACK WIDTHS 1" OR LESS

12:1 DOWN

BIT CONC SIDEWALK MEETS FLUSH

NEW CURB 6" REVEAL

0" CURB REVEAL

W I D

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S E

L A

EXIST STEAMLINE COVER

(AT SOME LOCATIONS - SEE PLANS)

6.00'

NEW CURB

BIT CONC STREET OR

DRIVEWAY

NEW BIT CONC RAMP

(3" BIT CONC OVER

8" AGGREGATE BASE

COURSE)

C-503

NEW BITUMINOUS

CONCRETE RAMP

NOT TO SCALE

SURVEY

NEW PLANTABLE SOIL

BORROW & SEED

EXIST GROUND

NEW 6:1 SLOPE

IN CUT

NEW

VERTICAL GRANITE

CURB - 6" REVEAL

NEW

VERTICAL GRANITE

CURB - 6" REVEAL

NEW CROSS SLOPE

1/4" PER FOOT

NEW CROSS SLOPE

1/4" PER FOOT

NEW 2" CLASS I

BIT CONC TOP COURSE

TYPE I-I

NEW 2" CLASS I

BIT CONC BINDER COURSE

TYPE I-I

HOLD EXIST ELEV

@ TOP OF STEAM

TUNNEL

EXIST TURF

EXIST

STEAM

TUNNEL

REINFORCED TRENCH

CONC (TYP)

RECLAIMED BASE COURSE

EXIST SUBBASE COURSE

UNDISTURBED SUBGRADE

WHERE APPLICABLE

- SEE PLANS VARIES - SEE PLANS VARIES - SEE PLANS

1'-0"

C-503

TYPICAL SECTION

PAVEMENT RECLAMATION

& REPAVING

SCALE:

" = 1'-0"

NOTES:

1. WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT, JOINTS SHALL BE SEALED USING A HOT-APPLIED

RUBBERIZED JOINT SEALANT CONFORMING TO REQUIREMENTS OF ASTM D6690. SEALANT SHALL FORM

A RESILIENT AND ADHESIVE SEAL PREVENTING INFILTRATION OF MOISTURE.

2. TACK COAT SHALL BE EMULSIFIED ASPHALT RS-1 CONFORMING TO MASSDOT SECTION M3.03.0 AND

AASHTO-M140.

EXISTING BINDER

COURSE

PROPOSED BASE

COURSES

PROPOSED BINDER

COURSE

PROPOSED TOP

COURSE

SAWCUT

LINE

EXISTING PAVED

SURFACE

JOINT SEALANT

TACK COAT

C-503

JUNCTURE OF NEW ASPHALT

TO EXISTING ASPHALT

NOT TO SCALE

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NOTES:

1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PREFORMED JOINT FILLER.

2. PROVIDE TOOLED CONTROL JOINTS AT 6 FT. O.C.

3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB.

4. CEMENT CONCRETE SHALL BE 4000 PSI- TYPE II

BLDG. FACE,FIXED OBJECT,

OR CONC. SIDEWALK

SECTION

" PREFORMED

EXPANSION JOINT

SEALANT

CONCRETE

SIDEWALK

E V

E A

CURB

FINISH

PAVEMENT

8" COMPACTED GRAVEL

MASS DOT M1.03.0 TYPE C

COMPACTED SUBGRADE

5' MIN.

1.5% (MAX)

1.0% (MIN.)

W.W. MESH (6X6W1.4XW1.4)

FLAT SHEETS CENTER DEPTH

FINISH

GRADE

C-504

TYPICAL CONCRETE SIDEWALK

NOT TO SCALE

SIDEWALK

FLUSH

ROADWAY

GUTTER

S U

R F

A C

E C

O U

R S

F O

U N

D A

NOTES:

C-504

CEMENT CONCRETE WHEEL CHAIR RAMPS

NOT TO SCALE

VARIABLE TO 8'-0"

DETECTABLE WARNING PLATE

CURB TRANSITION

CURB FACE

CURB TRANSITION

EDGE OF ROAD

1. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK

2. PORTLAND CEMENT CONC RAMPS ARE TO BE TEXTURED BY BROOMING

IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP

3. RAMPS SHALL NOT BE PLACE BEHIND A STOP LINE OR IN A LOCATION

WHERE EXISTING CONDITIONS MAKE THE RAMP IMPRACTICAL OR

UNSAFE

4. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET

THE EXIST DRIVEWAY GRADE WHERE APPLICABLE

5. DIMENSIONS SHOWN @ ROADWAY ARE FIXED DISTANCES

6. ALL WHEELCHAIR RAMPS MUST COMPLY WITH ADA STANDARDS

S L O

P E

O R

F L A

T T

E R

RAMP TYPE B

2% MAX.

1% MIN.

8% MAX.

2% MAX.

1% MIN.

2% MAX.

1% MIN.

8% MAX.

BACK OF RAMP

SIDEWALK

1/4" LIP MAX.

CURB

TRANSITION

2' WIDE DWP

SIDEWALK

CURB LINE

RAMP TYPE A

S I D

E W

A L

4'-0" 3'-6" 52

5'-0" 2'-9" 63

6'-0" 2'-0" 72

7'-0" 1'-3" 80

RAMP TYPE A

8'-0" 0'-0" 81

W L SY

CURB

LINE

TANGENT LENGTH OF

CURVE +6' TO PT A

15' MAXIMUM

(OR AS SPECIFIED)

(SEE NOTES)1'-1 1/16"

4' MIN.

RAMP TYPE B

TYPE 1 (SAW & CHIP) SPOT REPAIR

TYPE 1 (MILLED) SPOT REPAIR

PARTIAL DEPTH REPAIR

M I N

3" MIN.

10" MIN.

M I N

10" MIN.

2" 3" MIN.

DOWEL

BAR

SAW CUT

DOWEL

BAR

SAW CUT

INSTALL PREFORMED

COMPRESSION RELIEF

FILLER PRIOR TO CONCRETE

PLACEMENT

INSTALL PREFORMED

COMPRESSION RELIEF

FILLER PRIOR TO CONCRETE

PLACEMENT

30° TO 60° ANGLE

SMALL JACK

HAMMER

30° TO 60° ANGLE

SMALL JACK

HAMMER

OR MILLED

IF DOWEL BAR IS

EXPOSED COAT THE

BAR WITH DUCT TAPE

FOR BOND BREAKER

AREA TO BE

REMOVED 10"

MIN.

DIMENSION(L&W)

AREA TO BE

REMOVED 10"

MIN.

DIMENSION(L&W)

C-504

CONCRETE SPALL REPAIR

NOT TO SCALE

ORIGINAL

CRACK

ROUTING

SEALING

CRACK REPAIR BY ROUTING & SEALING

NOTES:

JOINT

SEALER

CRACK

EPOXY COATED #5 BARS TRANSVERSELY

EVERY 12" IN REPAIR

2' 6" MIN INITIAL SAW CUT 2' 6" MIN.

REPLACE WITH SIMILAR BASE

MATERIAL AND COMPACT TO 95%

DENSITY

REMOVE

CONCRETE

LEAVE

EXISTING

STEEL

REMOVE

CONCRETE

& STEEL

REMOVE

CONCRETE

LEAVE

EXISTING

STEEL

REPLACE C.R.C. PAVEMENT REINFORCEMENT.

RECAST CONCRETE.

FINE SAW CUT

" DEEP

(SAVE STEEL)

FINAL SAW CUT

" DEEP

(SAVE STEEL)

EXISTING

PAVEMENT

EXISTING

PAVEMENT

IF EXISTING REINFORCEMENT LAPS ARE

ENCOUNTERED IN THIS AREA, FINAL SAW CUT

MUST BE MOVED BACK TO PROVIDE MINIMUM

2' 6" LAP OF PAVEMENT REINFORCEMENT.

C-504

CONCRETE CRACK REPAIR

NOT TO SCALE

FULL DEPTH REPAIR OF

CONCRETE CRACKS & SPALLS

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C-505

SLOPED GRANITE CURB

NOT TO SCALE

GRANITE EDGING

CONCRETE GRADE CLASS "C"

4" MIN TOPSOIL

6" DRY PLACED CONC BASE

TOP COURSE

BASE COURSE

SUBBASE COURSE

BANK RUN GRAVEL 12" MIN

COMPACTED OR UNDISTURBED

SUBGRADE

CEMENT CONC FRONT CORNER

SLOPED GRANITE

EDGING

C-505

TRANSITION OF VERTICAL

CURB TO SLOPED EDGE

NOT TO SCALE

VERTICAL CURB

TRANSITION CURB

VERTICAL TO SLOPED

CURB (SPECIAL CUT)

CLASS I BIT CONC BINDER COURSE TYPE I-1

GRADED CRUSHED AGGREGATE BASE COURSE

SUBBASE COURSE

NOTES:

C-505

METHOD OF SETTING VERTICAL CURB

NOT TO SCALE

A R

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CEMENT CONC

CLASS I BIT CONC TOP COURSE

TYPE I-1

PRECAST CONC OR GRANITE

CURB W/6" REVEAL

1. CUT EXIST PAVEMENTT SQUARE & STRAIGHT 6" FROM

CURB LINE & REMOVE BINDER, BASE COURSE,

& STONE; REPLACE W/CONC CEMENT

2. ANY CLASS CEMENT CONC THAT IS ACCEPTABLE

UNDER SECTION M4 OF THE MASSACHUSETTS

DEPARTMENT OF PUBLIC WORKS STANDARD

SPECIFICATION ALL TESTS ARE WAIVED

3. THIS METHOD APPLIES TO ALL CURBING ON

PROJECT

SAW CUT

# 4 AT CORNERS

NOTES:

ROD TO BE DRIVEN 12" MIN INTO

GROUND; TOP TO BE FLUSH WITH

TOP OF BUMPER BLOCK

C-505

NEW PARKING BUMPER BLOCK

NOT TO SCALE

12"

HOLES FOR 5/8"Ø

#5 REINFORCING RODS

1' FROM EACH END.

1. BLOCK TO BE CENTERED IN PARKING STALL

2. EXISTING BUMPER BLOCKS SHALL BE REPLACED

IN THE SAME MANNER

GRADE

VARIES

I N

6" Ø SCH 40 PIPE.

SOLID CONC FILLED.

TOP W/ STL PLATE.

GRIND SMOOTH

CONCRETE

INNOPLAST (OR

APPROVED EQUAL)

BOLLARD GUARD

I N

C-505

BOLLARD DETAIL

NOT TO SCALE

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TEE

CROSS

ELBOW

DEAD END

BEARING AREAS EACH DIRECTION

OF THRUST IN SQUARE FEET

PIPE

SIZE

TEES &

DEADENDS

90°

ELBOWS

45° ELBOW CROSSES

IN DIRECTION OF FLOW

22-1/2°

ELBOWS

6" 4.0 5.5 3.0 2.0

8" 7.0 9.5 5.0 3.0

10" 9.5 13.5 7.0 4.0

5.010.019.013.512"

14" 18.0 23.5 14.0 7.0

9.018.033.023.016"

ALL BEARING SURFACES SHALL

BE AGAINST UNDISTURBED

GROUND(TYP)

CONCRETE

BLOCK(TYP)

CONCRETE BLOCK

(TYP)

C.I. CAP

SIDE EXCAVATIONS(TYP.)

CONCRETE

BLOCK(TYP)

CONCRETE SHALL

BE KEPT CLEAR OF

PIPE JOINTS(TYP)

C-506

THRUST BLOCK

NOT TO SCALE

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D E

P T

N D

S U

R F

A C

T R

E A

T M

E N

V A

R I E

I N

LANDSCAPED

AREA

PAVED

AREA

SEE APPLICABLE PAVEMENT SECTI0NS

COMPACTED

GRAVEL BASE

SAWCUT

COMMON FILL/

ORDINARY BORROW

WARNING TAPE

COMPACTED

SUBGRADE

12"

(MIN.)

E E

N O

H A

P E

H A

U N

C H

I N

NOTES:

1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN

BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH BACKFILL WITH

MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS.

2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.

3. FOR HDPE PIPE, DIMENSION IS 24 INCHES.

C O

M P

A C

T E

B E

D D

I N

D E

P T

A R

D I A

C O

M P

A C

T E

B E

D D

I N

V A

R I E

I N

C-506

WATER MAIN TRENCH SECTION

NOT TO SCALE

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F F

F F F

(PER SITE

C WATER

MAIN

36" MIN -

60" MAX36"36"

I N

A X

UNPAVED AREAS

CONCRETE PAD IN

FINISH GRADE

BREAKAWAY

FLANGE

C-506

VALVE BOX

6" SERVICE

LINE

THRUST BLOCK

GATE VALVE

MJ SHOE ON HYDRANT

4.FIRE HYDRANTS SHALL HAVE TWO 2 1/2 INCH

THREADED CONNECTIONS AND A 5 INCH STORZ

CONNECTION.

3.THE CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER PRIOR TO USING ANY

FIRE HYDRANTS FOR CONSTRUCTION WATER.

2.CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER FOR FIRE HYDRANT

LOCKING MECHANISM (WHERE NEEDED).

1.NOT LESS THAN 7 CUBIC FEET OF FREE-DRAINING

BROKEN STONE GRAVEL SHALL BE PLACED AROUND

AND BENEATH THE WASTE OPENING OF DRY BARREL

HYDRANTS TO ENSURE DRAINAGE.

NOTES:

BE COVERED WITH CONCRETE

HYDRANT HOLES SHALL NOT

(SEE NOTE 1)

DRAIN BED

CRUSHED ROCK

THRUST BLOCK -

SEE DETAIL A4,

THIS SHEET

1 C.Y. (MIN) PIPE

BEDDING MATERIAL

AROUND HYDRANT

SPECIFIED

BACKFILL AS

CONCRETE PAD

IN UNPAVED AREA

24" X 24" X 6" MIN

AROUND (6" LAP)

#10 BAR ALL

5" STORZ CONNECTION

ORIENT

TOWARD STREET

PLAN

PLANS)

BOLLARD

C-505

CONNECTION

STORZ

PAVEMENT

EDGE

FIRE HYDRANT

B U

T H

A R

I E

F I L

E S

A X

M I N

I N

18" MIN

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F

FFF

F F

F F FFFF

F F

F F F

F F

FFFFFFFFFFFFFFFFFFF

F F

F F F F F F F F F F F F F F F F F F F

F F

F F F

F F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F

FFFFF

F F

F F F F F

F F

F F F F

F F

FFFF

F F

F F F F F F F F F FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

FFFFFF

F F

FFF

F F

F F F

F F

F F F

F F

FFF

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

FFFFFFFFFFFFFFFFFFFFFFFFFFFFF

C-506

FIRE HYDRANT & ISOLATION VALVE

NOT TO SCALE

C-506 NOT TO SCALE

2 PIECE SLIDING TYPE

ADJUSTABLE VALVE BOX

A D

J U

S T

A B

L E

LID

TOP

PART

BOTTOM

PART

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OR TEE

C CROSS

ADJUSTABLE

VALVE BOX

GROUND LINE

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S E

P E

C S

VARIABLE

C-506

TYPICAL VALVE SETTING

NOT TO SCALE

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SECTIONAL VIEWPLAN VIEW

1'0"

CONCRETE

THRUST BLOCK

CONCRETE

SUPPORT

NEW PIPE

NEW VALVELIMIT OF

EXCAVATION

NEW TAPPING SLEEVE

NEW PIPE

EXISTING PIPE

LIMIT OF EXCAVATION

AS REQUIRED FOR

TAPPING MACHINE

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C-506

TAPPING SLEEVE AND VALVE

NOT TO SCALE

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NOTES:

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WHERE RESTRAINT BY PAVEMENT IS NOT PROVIDED,

INSTALL 8" THICK x 2 FT. SQ REINF CONCRETE COLLAR

AROUND VALVEBOX AS SHOWN.

DIP CL 52

(LENGTH AS

REQUIRED)

BACKFILL

CONCRETE

THRUST

BLOCK

UNDISTURBED

EARTH

NEW TAPPING

SLEEVE AND

VALVE

6" MINIMUM COMPACTED

SELECT GRANULAR

MATERIAL

COMPACTED

SUBGRADE

CONCRETE

LEVELING BLOCK

GATE VALVE

CONCRETE

COLLAR (SEE

NOTE)

FINISH GRADE

INSTALL POST INDICATOR

VALVE ON BUILDING FIRE

SERVICE

C WATER

MAIN

C WATER

MAIN

LENGTH VARIES

2 TIE RODS

" Ø - TYP

E R

C-506

WATER SERVICE DETAIL

NOT TO SCALE

NOTES:

ELEVATION

BELL

LOWER BARREL

PAD/COLLAR

CONCRETE

FINISH GRADE

OPEN

CENTERLINE

POST HEAD

WINDOW

I N

O V

E R

I P

T R

E N

T H

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W W W W W W W W W W W W W W W

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C-506

POST INDICATOR VALVE

NOT TO SCALE

W W

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 6, 2020.