PERMIT_DOCUMENTS_IFB_HSCGG1-17-B-PRV148_STATION_FIRE_ISLAND_WATER_DISTRIBUTION_SYSTEM_REPLACEMENT.pdf

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GENERAi NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL MAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP RECORD DRAWINGS FOR ALL PROPOSED UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS.

2. THE COR SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER.

3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING

WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT.

4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO PRE-CONSTRUCTION CONDITION DETERMINED BY THE COR AT THE CONTRACTOR'S EXPENSE. ANY DAMAGED TREES, SHRUBS AND/ OR HEDGES SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED

PERMITS, INSPECTIONS, CERTIFICATES.

7 . TH E CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED. AS JUDGED BY THE CONTRACTING o m CER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR.

8 .

9.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND

COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED

TO DETERMINE UNDERGROUND CONDITIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE

COURSE OF WORK .

11 •

12.

THE CONTRACTOR SHALL GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE.

THE CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE OF WORK TO THE GOVERNMENT. WORK SHALL BE COORDINATED TO MINIMIZE DISTURBANCE TO ONGOING OPERATIONS OF THE USCG STATION.

g~~~~~I~E~ 5t~.kG~OJ~T o~ETYM~~\~~~ ;~DH~g~sl:r~~~R~o wii~~~~~A:5~oF~~RV1~:EM SWAP

13. THE CONTRACTOR SHALL KEEP ALL MEANS OF EGRESS CLEARED FOR THE DURATION OF THE PROJECT.

CONSTRUCTION NOJES

1. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE

GOVERNMENT. LI MITED PARKING FOR CONTRACTOR EMPLOYEES WITHIN THE PROJECT SITE OR USCG'S

PARKING LOT WILL BE PERMITTED WITH THE APPROVAL OF THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING CONSTRUCTION MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING PROGRESS OF THE WORK WHERE POSSIBLE. PROVIDE ADDITIONAL SIGNAGE AS NECESSARY TO DIRECT VEHICLES AND

PEDESTRIANS AROUND CONSTRUCTION SITE.

3. ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED

VEHICLES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT ALL TIMES DURING

CONSTRUCTION.

5 . THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY

REQUIREMENTS.

6. CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE OF PROVIDING HORIZONTAL

AND VERTICAL CONTROL.

7 . ALL SURPLUS MATERIAL, AS DETERMINED BY THE CONTRACTING OFFICER, SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF USCG'S PROPERTY.

8. ALL UTILITY PIPES AND STRUCTURES REMOVED AS PART OF THE CONSTRUCTION SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL GOVERNMENT REGULATIONS AT

THE CONTRACTOR'S EXPENSE.

9 . ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH VELOCITY WINDS AND BE

PREPARED BY A PROFESSIONAL SIGN COMPANY.

10. THE EXPOSED SOIL SURFACE SHALL BE MOISTENED PERIODICALLY WITH ADEQUATE WATER TO

CONTROL DUST.

11. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THE SITE SAFE FOR USCG STATION USERS AT

ALL TIMES. INSTALL BARRIERS, SIGNS AND OTHER MEANS AS REQUIRED TO MAKE SAFE.

12. THE CONTRACTOR SHALL FLUSH, DISINFECT AND TEST WATER QUALITY IN WATER MAINS IN

ACCORDANCE WITH AWWA C651 & SUFFOLK COUNTY WATER AUTHORITY/ ROBERT MOSES WATER

DISTRICT REQUIREMENTS. THE TABLET METHOD SHALL NOT BE USED. FOR CHLORINATION OF

SOLVENT WELDED PLASTIC OR SCREW-JOINT STEEL PIPE DUE TO THE DANGER OF FIRE OR

EXPLOSION FROM THE REACTION OF THE JOINT COMPOUNDS WITH CALCIUM HYPOCHLORITE.

UDLIIY NQIES

1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED APPROXIMATELY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. UTILITY LOCATIONS ARE BASED ON PHYSICAL LOCATIONS AND DRAWINGS PROVIDED BY THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE REPAIRS OF ALL DISTURBED UTILITIES DURING CONSTRUCTION AT NO COST TO THE

GOVERNMENT.

2. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT MAY BE REQUIRED

DURING CONSTRUCTION .

3 . EXISTING UTILITIES TO REMAIN IN OPERATION SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR

AT NO COST TO THE USCG.

4. THE CONTRACTOR IS RESPONSIBLE FOR CALLING DIG-SAFE 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING COAST GUARD OWNED UTILITIES ON SITE. COST FOR LOCATING UTILITIES WITHIN THE PROJECT AREA IS THE CONTRACTOR'S RESPONSIBILITY.

5 . WHERE CONTRACTOR ENCOUNTERS EXISTING PIPES AND CONDUIT WITHIN THE LIMIT OF EXCAVATION FOR THE WORK OF THE PROJECT, CONTRACTOR SHALL REMOVE THE PIPES AND CONDUIT, WITHIN THOSE LIMITS OF EXCAVATION THAT ARE NO LONGER REQUIRED TO BE ACTIVE AND PLUG AND ABANDON

REMAINING PIPES AND CONDUITS IN PLACE.

6. CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ENCOUNTERED OR

ABANDONED ON RECORD DRAWINGS AT THE COMPLETION OF WORK.

1 I 2

I

ABAND

ACP

ADA

ANSI

APPROX

AWWA

BFP

CB

CMU

COMM

CONC

COND

COR

CPP

CTS

DCW

0.1.

~ , DIA

DMH

DWG

DWGS

EBBA

ELEC

ELEV

EMH

EPO

EQUIP

EXIST

FF

GAL

GALV

HOPE

IN

LF

MAX

MH

MIN

NFPA

N/ A

NIC

NSF

NTS

OH

OHE

OSHA

PSI

PVC

RCP

SMH

SQ

TEMP

T.O.C.

TWO

TYP

UG

UGE

UL

VCP

VIF

W/

IE~D

i:l:i c::C1

D u

-w-h'V+

122221 e'MMI

I

AT

ABANDONED

ASBESTOS CEMENT PIPE

AMERICANS WITH DISABILITIES ACT

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATELY

AMERICAN WATER WORKS ASSOCIATION

BACK FLOW PREVENTER

CATCH BASIN

CONCRETE MASONRY BLOCK

COMMUNICATION

CONCRETE

CONDUIT

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED PLASTIC PIPE

COPPER SIZED TUBING POLYETHYLENE PIPE

DOMESTIC COLD WATER

DUCTILE IRON

DIAMETER

DRAIN MANHOLE

DRAWING

DRAWINGS

EBBA IRONWORKS

ELECTRIC

ELEVATION

ELECTRIC MANHOLE

ENGINEERING PETTY OFFICER

EQUIPMENT

EXISTING

FINISH FLOOR

GALLON

GALVANIZED

HI DENSITY POLYETHYLENE

INCHES

LINEAR FEET

MAXIMUM

MANHOLE

MINIMUM

NATIONAL FIRE PROTECTION ASSOCIATION

NOT APPLICABLE

NOT IN CO~TRACT

NATIONAL SANITATION FOUNDATION

NOT TO SCALE

OVERHEAD

OVERHEAD ELECTRIC

OCCUPATIO~L SAFETY AND HEALTH ADMINISTRATION

POUNDS PE~ SQUARE INCH

POLY VINYL CHLORIDE

REINFORCED CONCRETE PIPE

SANITARY SEWER MANHOLE

SQUARE

TEMPORARY

TOP OF CONCRETE

TELEPHONE VIDEO VOICE AND DATA

TYPICAL

UNDERGROLND

UNDERGROUND ELECTRIC

UNDERWRITERS LABORATORIES

VITRIFIED C.AY PIPE

VERIFY IN rlELD

WITH

TIE TO EXISTING

FIRE HYDRANT

BURIED VAf.VE

BACK FLOW PREVENTER

CONCENT~C REDUCER

Fl.ANGE CONNECTION

PIPE BEND DOWN

WATER LINE

TEMPORARY WATER LI NE

WATER LINE TO BE REMOVED

CUT AND PATCH CONCRETE PAVEMENT

CUT AND PATCH CONCRETE PAVEMENT - BID OPTION #2

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NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE USCG COR AND THE STATION EPO TO MINIMIZE

POTABLE WATER OUTAGES IN MULTI-MISSION BUILDING AND RESIDENCES.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND

SPECIFICATIONS.

3 . PRIOR TO ACCEPTANCE OF WORK, EACH NEW HYDRANT SHALL BE FLOW TESTED TO ENSURE A

FLOW OF 500 GPM @ 37 PSI RESIDUAL PRESSURE. '

UTILITY CONTACTS:

ROBERT MOSES WATER DISTRICT

CRAIG MILNE

(516) 743-0535

SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES

JOSHUA MEDNICK

(631) 852-5513

RESERVED FOR SUFFOLK CO. DEPT. OF HEALTH SERV1CES

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, ·; 47 A York Street

Colby Company

Portland, Maine 0410 I 207553.1753 co/bycoengineering.com engineering

CONSULTANTS

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

USCG. CEU PROVIDENCE

475 Kil VERT STREET, SUITE 100

WARWICK, RI 02886

ISSUE

0 2/28/20 17 ISSSUED FOR CONSTRUCTION

MARK DATE DESCRIPTION

A/E PROJECT NO: 33 1.001.001

CAD FILE NAME: P7636047D0 2 .dwg

DESIGNED BY: RLM

DRAWN BY: BVO

EDITED BY: PML

CHECKED BY: MJ L

SCALE: AS SHOWN PLOT SCALE: 1 : 1

SHEET TITLE

REBUILD WATER DIST. SYSTEM

CG STA FIRE ISLAND

M Bn ON ~

WATER DISTRIBUTION SYSTEM

CIVI L

NOTES & ABBREVIATIONS

REVIEWED BY: REVIEWED BY: REVIEWED BY:

P. PAGE G. GOSSELIN A. A. JACOBS

PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR

v / i;P'ROVJN9f OFFlqf iy' z/7/7-

DATE

PROJECT NUMBER DRAWING NUMBER

7636047 P7636047

DISCIPLINE/ SHT NO

C-00 1 SHEET 02 OF 13

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~ST

RISER

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--- v "'"::., _. ... _.--- ,, ... 0 ----~ '"::., _.---- ':f.

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111 57' --- '"::., -=-----------•, :::::'..- '1 \ 11 I

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. ' ' . 5 '

BOAT

HOUSE

FFE ·== 9.5±

11 ":r. I lj U J \

,, N I 11 I ii to STATION ~\--1---.,..

11 1 4" SANITARY

ONE STOR'< _

, -3 101. -SF J......--+~-;o::::::~ A.Rf.Aw._ -, •

11 DI 111 n It\ Ir' 1 INV = 6.94'

// INUNE CLEANOUT 7 ',

ff (TYP.)--- - --,_ ', '1 ' I/ 4" SANITARY ' ii 25, INV = 6.84'-----.. ,, 1, ,, ,, _,l::,....--PROVIDE CLEAN-OUT (SEE A4/ C-503)

\2ND

r, .. L() -....._ ,, N

FFE == 9 .5±

TWO STOR'<

REf...== 13 ,600 -----~- I

I

4" SANITARY INV = 6.61 '

(SEE A2/C-503) ~y LATERAL CAPPED

[0 ,, ,, ,, '1 ,, ,, ,1

1 I ,, '1

4" KITCHEN DRAIN

INV OUT = 7 .oo·

L_j -tO

N L---::-;::,--- 25'

WATER \ • •• /SANITARY 1:::--6~9' ~AST IRON

w'~--r ( --~~p~::::::::_j.__1 ....._l SAWCUT AND PATCH

', : CONCRETE PAVEMENT (TYP.)

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\ • I I

8 '

LINED SANITARY~:::----\

DC & BM

FFE == 9 .5±

GFA ==2,720

85'

SHOP

_ ONE STOR'<

SF

-----i TOWER

10 J --· --· --· --· i---·

HOLE 03

TEST HOLE 02

I

DO NOT ORNE OR PARK ANY

VEHICLES OVER EXISTING SEPTIC

SYSTEMS. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL DAMAGE

AND REPAIRS--------~

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@f--~-~Y-EE-,1 .~~-~-,s·--~..,,.... ~(_O_P_T_I O_N_l_T_E_M~#_2~)

1 2

=""' ------ 8 .----

'+---TIE INTO EXISTING MANHOLE WITH .

4 • PVC-SDR.35, INV = 5.87'

(MIN SLOPE =0.005 FT / FT)

I I r---EXISTING SMH

RIM = 8.2 (APPROX.)

INV. IN = 5.87 (APPROX.)

DECOMMISSIONED

CLEANOUT OF PREVIOUS

I I I I I I

I

LEACHING SYSTEM

l

1. SEE DRAWING C-001 FOR GENERAL NOTES & LEGEND.

2. SEPARATE KITCHEN WASTE FROM SANITARY SEWER, SEE SHEET M-401

3. USCG STA FIRE ISLAND IS IDENTIFIED AS TAXMAP NUMBER 050048900010000.3000

4. PROPERTY LINE TAKEN FROM "PROPERTY LAND ACQUISITION" MAP FOR USCG STATION FIRE ISLAND, DATED

5- .3-1967. AREA OF THE PARCEL IS ±15.4 ACRES.

5. THE DISTANCE TO TH E ROBERT MOSES CAUSEWAY TRAFFIC CIRCLE/ ROUNDABOUT IS APPROXIMATELY 1,500 FT.

6. CONTOUR ELEVATIONS BASED UPON NAVO 1988 VERTICAL DATUM.

7. DEPTH TO GROUNDWATER FROM INTERPOLATION OF USGS LONG ISLAND DEPTH TO GROUND WATER STUDY

COMPLETED IN 2006 IS APPROXIMATELY 6-8 FT BELOW GROUND.

8. GREASE INTERCEPTER IS LOCATED 11 FEET FROM THE MULTI MISSION BUILDING WHICH EXCEEDS THE 5 FOOT

SETBACK FROM BUILDING ON A SLAB PER SCDHS TABLE 2 MINIMUM HORIZONTAL SEPARATION DISTANCES.

9. THERE ARE NO WELLS OR SEPTIC SYSTEMS WITHIN 150 FEET OF THE PROPERTY .

WASTEWATER DESIGN FLQWS:

RESIOENTIAL

* 1.3 RESIDENCES - SINGLE FAMILY X SINGLE FAMILY RESIDENCES - DENSITY / HYDRAULIC LOAD = .300 GPO 13 x 300 GPO = .3,900 GPO

USCG STATION

* MULTIMISSION BUILDING = NON- MEDICAL OFFICE SPACE - DENSITY / HYDRAULIC LOAD = 0.06 GPO/SF 1.3,600 SF x 0.06 GPD/ SF = 816 GPO

• DC/BM SHOP - USE CAR DEALERSHIP - MAINTENANCE GARAGE - DENSITY / HYDRAULIC LOAD = 0.04 GPO/ SF 2,720 SF x 0.04 GPO/SF = 108.8 GPO, USE 109 GPO

*DINING HALL CATERED - ASSUME 50 SEATS - HYDRAULIC LOAD = (DENSITY LOAD = 5 GPO) + SEAT & KITCHEN /

GRAY LOAD = 2.5 GPO/ SEAT) = 7.5 GPO/ SEAT

50 SEATS x 7.5 GPO/ SEAT = .375 GPO

TOTAL STATION LOAD = 1,300 GPO

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• ALL DESIGN FLOWS FROM SUFFOLK COUNTY DEPT OF HEALTH SERVICES, TABLE I - PROJECT DENSITY LOADING RATES &

DESIGN FLOWS

\ GREAT SOUTH

t BAY

APPROXIMATE

PROPERTY LINE

........ ~-;;;;) _____ J.

-- -t"

@-~-CA-~7-1 .-~-A-25-~-·--o·

RESERVED FOR SUFFOLK CO. DEPT. OF HEALTH SERVICES

---------~ --------1

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0 250' 500'

- -- -Scale: 1 • = 2so• -o·

KEY MAP

0 25' - - 50' - -Scale: 1 • = 25' -o·

SANITARY SEWER PLAN

Colby Company engineering

CONSULTANTS

47 A Yolk Street Po~land. Maine 04101 207.553.7753 co/bycoengineeling.com

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

USCG. CEU PROVIDENCE

475 KI LVERT STREET, SUITE 100

WARWICK, RI 02886

ISSUE

6/01 / 2017 ABBREVIATED SET FOR WASTE WATER PERUIT

0 02/28/2017 ISSUED FOR CONSTRUCTION

MARK DATE DESCRIPTION

A/E PROJECT NO: 3 31.001 .001

CAD FILE NAME: P7636047D07 .dwg

DESIGN ED BY: RLM

DRAWN BY: ZRJ

EDITED BY: RLM

CHECKED BY: MJL

SCALE: AS SHOWN PLOT SCALE: 1 : 1

SHEET TITLE

REBUILD WATER DIST. SYSTEM

CG STA FIRE ISLAND

BABYLON NY

WATER DISTRIBUTION SYSTEM

CIVIL

SITE PLAN (OPTION ITEM #2)

REVIEWED BY: REVIEWED BY: REVIEWED BY:

P. PAGE G. GOSSELIN A. A. JACOBS

DRAWING NUMBER

7636047 P7636047

DISCIPLINE SHT NO

C- 105 SHEET 07 OF 13

A

GENERAL NQTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERM INE THE EXACT

LOCATIONS OF EXISTING UTILITIES TO ENSURE ADEQUATE CLEARANCE

FOR THE WATER LINE EXISTS.

2. DETAILS SHOWN ON THESE SHEETS ARE BASED ON TYPE 4 LAYING

CONDITION DESCRIBED IN AWWA STANDARD C600

3. BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN

NOTED BY THE USCG OR WHEN UNSTABLE OR UNSUITABLE CONDITIONS

ARE ENCOUNTERED.

4. BACKFILL SHALL BE INSTALLED AND COMPACTED IN ACCORDANCE WITH

THE REQUIREMENT OF PROJECT SPECIFlCATIONS.

5. UPON COMPLETION OF ALL WATER SUPPLY RELATED CONSTRUCTION, ALL

MAINS, VALVES, HYDRANTS AND OTHER APPURTENANCES BUILT UNDER

THIS CONTRACT SHALL BE DISINFECTED, FLUSHED AND TESTED FOR

BACTERIOLOGICAL QUALITY IN ACCORDANCE WITH AWWA STANDARD CG51 .

THE TABLET METHOD SHALL NOT BE USED FOR CHLORINATION OF

SOLVENT WELDED PLASTIC OR SCREWED-JOINT STEEL PIPE DUE TO THE

DANGER OF FIRE OR EXPLOSION FROM THE REACTION OF JOINT

COMPOUNDS WITH CALCIUM HYPOCHLORITE. CHLORINATION AND TESTING

SHALL BE PERFORMED JOINTLY BY THE CONTRACTOR AND SCWA'S

CONTRACT DOCUMENTS.

6. THRUST RESTRAINT USING THRUST BLOCKS AND TIE RODS. RESTRAINT

JOINTS AND RETAINER GLANDS ARE ALSO ACCEPTABLE METHODS. THE

THRUST RESTRAINT METHOD SHALL BE AS REQUIRED BY THE COR.

7 . CONCRETE FOR THRUST BLOCK SHALL NOT BE ALLOWED TO COVER OR

INTERFERE WITH JOIN TO RESTRAINT HARDWARE. PLASTIC SHEETING OR

BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS TO PREVENT

CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST

BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.

8 . FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE

FITTING AT THE FITTING MIDPOINT.

9 . FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH

(SINGLE LEG) AXIS.

10. UTILITY INSTALLATION SHALL CONFlRM TO CURRENT STATE STANDARDS

AND DETAILS AND REQUIREMENTS FOUND IN "BLUEBOOK", THE

DEPARTMENTS PUBLICATION "REQUIREMENTS FOR THE DESIGN AND

CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE

STATE RIGHT-OF-WAY" WHICH CAN BE FOUND ON NYSDOT'S WEB SITE.

SURFACE RESTORATION PER

PROJECT SPECIFICATIONS

TRENCH UNDER

NON - PAVED

SURFACE

(4" LOAM AND SEED)------'

POLYETHYLENE WARNING

TAPE------~

TRENCH UNDER

PAVEMENT OR

SHOULDER

. , . -0"

(TYP)

• • 0 I

BACKFILL WITH SUITABLE

MATERIAL (EXISTING SAND

IS SUITABLE MATERIAL)--~

liQlE;

w a::

:r !a z G::

• m I

* COVER ON MAIN MAY BE ADJUSTED TO ACCOUNT

FOR POSSIBLE GROUNDWATER

PAVEMENT COURSES

SUBASE COURSE

fc2\1---N_EW __ D U_C_T_I L_E_I R_O_N_P __ I P_:;E::...___;_T_R E=-N_C_H_ D_E'-'-'T A-'-'l=-L

~ NOT TO SCALE

FINISH GRADE

CU RB BOX

OPERATING ROD

NEW CORPORATION STOP

AND SERVICE PIPE

WATER SERVICE PIPE

NEW COU PLING TO

EXIST. SERVICE LINE WATER MAI N

EXISTING SERVICE LINE

CU RB STOP AND CURB BOX DETAIL

NOT TO SCALE

ADDITIONAL BACKFILL

WITH SUITABLE MATERIAL-~

ADDITIONAL EXCAVATION OF

UNSUITABLE/ UNSTABLE

MATERIAL PER PROJECT

SPECIFICATIONS - - ----

SEE TRENCH

DETAILS FOR

REMAINDER OF

INSTALLATON

WATER SERVICE INSTALLATION NOTES:

1. WATER SERVICE TAPS ON A NEW OR EXISTING MAIN SHALL BE PLACED

AT THE 2 O'CLOCK ON 10 O'CLOCK POSITION AND SHALL BE PLACED

A MINIMUM OF 1 '-o• APART ALONG THE LENGTH OF THE MAIN. NO TAPS SHALL BE PLACED WITHIN 2 ' -o· OF THE END OF A PIPE.

2 . UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS, ALL NEW

SERVICE LINES SHALL BE TYPE K COPPER.

3. ALL FITTINGS, INCLUDING CORPORATION STOP, CURB STOP, COUPLINGS,

ELIBOWS SHALL BE BRASS.

4 . THE CURB BOX CAP SHALL BE OF THE PLUG TYPE WHEN PLACED IN A

GRASSED OR LANDSCAPED AREA.

POLYETHYLENE

WARNING TAPE-----

WATER SERVICE- --,

SURFACE RESTORATION PER

PROJECT SPECI FICATION S

« ~1-'7"~-~

" ""' /".... * PUR SUANT TO SUFFOLK COUNTY WATER

AUTHORITY CONSTRUCTION STANDARDS

fc4),___W_A T_E_R_S_E_RV_l_C_E _T_R_E_N_C.;_;.H--=-D E=-T'-'-A:..:...::I L=- 't.:;J NOT TO SCALE c

Colby Company engineering

CONSULTANTS

47 A York S~eet Portland. Maine 04 10 I

207.553.77 53 colbycoengineering.com

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

f8Y_W_A_TE_R_M_A_IN_l_N_ST_A_L_LA_T_IO_N_ l_N_U_NS_U_l_TA_B_L_E_O_R_U_N_ST_A_B_L_E_S_O_l_L_D_E_T_A ___ IL

~ NOT TO SCALE

~-NEENAH CAST. R-1970

OR APPROVED EQUAL-~

TRENCH WIDTH Ws OR Wu DIAMETER OF PIPE Wu Ws

D UNSHEETED SHEETED

12" AND SMALLER 3'-o· 4'-2'"

FINAL GRADE - ---- ,

EXISTING GROUND SURFACE

COMMON FI LL MATERIAL TO

TRENCH UNDER

NON-PAVED -\-STREET

SURFACE I

STREET PAVEMENT

AS REQUIRED

7.l,21--=:;;,,._GRAVEL SUBBASE

~~~..._.. AS REQUIRED

BE COMPACTED IN 2 ' LIFTS----\-_

_--1----COMMON FILL MATERIAL TO

- BE COMPACTED IN 1' LIFTS

2" RIGID INSULATION

ON 3 S IDES-----~

NO LEDGE OR UNEXCAVATED

MATERIAL SHALL PROJECT

TREN

w

Ws/2

WIDTH

R w, Ws/2 OR

I Wu/2

POLYETHYLENE WARNING TAPE

SHEETING, IF USED SHALL

BE LEFT IN PLACE, BELOW

12" ABOVE PIPE CROWN,

EXCEPT WHER E OTHERWISE

INDICATED OR DIRECTED.

~"""'J,;~=.,.....Wi----FILTER FABRIC

BEYOND THIS LINE--- --

FOR PVC SEWER PIPE, 3/ 4" CRUSHED

STONE SHALL BE PLACED AGAINST

UNDISTURBED SIDES & BOTTOM OF

TRENCH TO 6" ABOVE CROWN

6" MI N. IN LEDGE

I ;;;: ;;;:

:::;; 0

~~FOR D.I. SEWER PIPE. SCREENED

GRAVEL OR CRUSHED STONE SHALL BE

PLACED AGAI NST UNDISTURBED SIDES

AND BOTTOM OF TRENCH TO

MID - DIAMETER OF PIPE.

NEW SEWER----EX-C-AV_A_T-IO_N_l-NL~EDGE----+1-i,,-~--IEXCAVATION IN EARTH

NOTES:

1. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING.

2. SATISFACTORY EXCAVATED MATERIAL CAN BE USED FOR BACKFILL ABOVE THE LINE OF NARROW TRENCH LIMIT.

SEWER TRENCH SECTION

NOT TO SCALE

7 ·

EXTEND WOODEN 2x4

TO GRADE TO DELINEATE

END OF STUB~

FOR FUTURE CONNECTION,

TERMINATE AND PLUG LATERAL AT

STREETLINE. PLUG TO BE IDENTIFIED

AS SANITARY OR STORM.-----J

UNDERGROUND

DETECTABLE

WARNING TAPE

6" OF 3/4" CRUSHED

STONE SURROUNDING PIPE

NOTES:

6" PVC - SDR35

45· BELL AND ''y" BRANCH

SPIGOT ELBOW

PLAN VIEW

EXISTING SURFACE

WOODEN 2x4 TO GRADE

"y" BRANCH

ELEVATION VIEW

MAIN SEWER

1. LOCATION/WARNING TAPE SHALL BE INSTALLED OVER CENTERLINE OF PIPE AT

A t.lAXIMUM OF 24 • BELOW FINSH GRADE.

2. HOUSE LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES.

0-TY_P_I C_A_L_S_A_N_I T_A_RY_S_E_W_.:;E:..;_R_ H-=-0-=-U....:..S.;;;;;..E _LA_T.;..;_E R_A...c..::L=--"y..;.._'_' -"'-C-=-O-'-'N-'-'N-=E-=-CT-'-'-1-=-0 ;_c_N _D=-.:E=-:Tc:._A:.c.=I L

'C_7 NOT TO SCALE

2 3

4" MIN.

8" MIN.

--·SET CASTING ASSEMBLY

IN CONCRETE COLLAR

COMPACTED GRANULAR

MATERIAL OR CONCRETE

~--CONCRETE OR

CONCRETE BLOCK

END OF LINE CLEANOUT IN LINE CLEANOUT

liQlE;

1. CLEANOUT TOP SHALL BE ENCLOSED IN CASTING

AND/ OR FABRICATED COVER ASSEMBLY.

SEWER CLEANOUT DETAIL

NOT TO SCALE

RESERVED FOR SUFFOLK CO. DEPT. OF HEALTH SERVICES

N1 OF HEALTH SER\11CES

YDEPA.RiME .

SUffOLK.COUNi APPROVED 7 Cps r1 oa ?-_

B

A

USCG. CEU PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RI 02886

ISSUE

1 6/02/2017 AflBREVll\TED SET fOR WASTE WATER PERUIT

0 2 28 2017 ISSUED FOR CONSTRUCTION

MARK DATE DESCRIPTI ON

A/E PROJECT NO: 3 3 1.00 1.00 1

CAD FILE NAME: P7636047D1 O. dwg

DESIGN ED BY: RLM

DRAWN BY: ZRJ

EDITED BY: RLM

CHECKED BY: MJL

SCALE: AS SHOWN PLOT SCALE: 1 : 1

HEET TITLE

REBUILD WATER DIST. SYSTEM

CG STA FIRE ISLAND

BABYLON NY

SYSTEM WATER DISTRIBUTION

CIVIL

SEWER & WATER DETAILS

REVIEWED BY: REVIEWED BY: REVIEWED BY:

P. PAGE G. GOSSELIN A. A. JACOBS

BRANCH CH IEF TECH. DIRECTOR

p DRAWING NUMBER

7636047 P7636047

DISCIPLINE SHT NO

C-503 SHEET 1 0 OF 13

"'-" .... r· ,,.,_, ... ' ..

A

NOTES:

1. REMOVE ALL TOPSOIL, DELETERIOUS

DEBRIS, AND ORGANICS.

2. LIGHTLY ROLL THE SUBGRADE

3. SMOOTH OUT ANY RUTS

4. INSTALL TENSAR TX 16D GEOGRID IN

ACCORDANCE WITH THE MANUFACTURER'S

INSTALLATION GUIDE

5. PLACE AND COMPACT AGGREGATE BASE

TO MATCH EXISTING CONDITIONS

_LRADING TO MATCH EXISTING

- PLAIN CONCRETE

~-AGGREGATE BASE (CONTRACTOR

TO FIELD VERIFY AND MATCH

CONCRETE AND AGGREGATE

BASE THICKNESS)

SHOULDER TRAFFIC LANE

TRAFFIC LANE

SEE JOINT

SEALANT DETAIL;

CURB

sun CONSTRUCTION JOINT WITH

TIE BARS OR CONTRACTION JOINT

WITH TIE BARS

SEE JOINT SEALANT DETAIL

DRILL AND GROUT

DOWEL------,_

--EITHER ONE PIECE OR THREADED

SPLIT-TYPE DOWEL MAY BE USED

NEW PAVEMENT

II

MOTE:

1. MATCH JOINTS BASED ON FIELD

CONDITIONS

2. CONTACT COR AND REPORT CONCRETE AND

AGGREGATE BASE THICKNESS .

3. COR WILL CONFIRM DOWEL SIZE AND

LENGTH

D"=DOWEL DIAMETER

EXISTING PAVEMENT PAINT AND OIL ONE

END OF DOWEL

PLAIN CONC. PAVEMENT BU ILD-U P CONCRETE JOINT DOWELED TRANSVERSE OR LONGITUDINAL CONSTRUCTION JOINT DETAIL

NOT TO SCALE NOT TO SCALE

PREFORMED COMPRESSION SEAL

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

PAVEMENT

SURFACE, TYP

~-INITIAL SAWCUT (1/8")

OR INSERT

BUTIED

JOINT

DEPTH & WIDTH: AS RECOMMENDED BY MANUFACTURER PER

TYPE OF SEAL BEING USED.

(DEPTH NOT LESS THAN 1 .5 INCHES)

TOP OF PREFORMED SEAL WILL BE 1/8-1/4 INCH BELOW

PAVEMENT SURFACE.

COMPRESSION SEAL MUST BE IN COMPRESSION AT ALL TIMES.

PREFORMED

COMPRESSION

SEAL, TYP

LUBRICATE AS

SPECIFIED, TYP

JOINT SPACING WIDTH (IN)

(FT) MIN MAX

<25 1/2 5/8

25-50 3/4 7/8

>50 1 1 1/8 f81\f--C_O_N_C_RE_T_E~JO_l_N_T_D_E_T_A_IL_ ~ NOT TO SCALE {./£t:w{ 1\,,..Y ! i-vfcw(,.- C-1 ~ 'fl' ~{'[__.

H--z,::.. l3"1{>,....(,... •

LIQUID

A

18" DIA OPENING

(TYP. 3 PLACES)

ALTERNATIVE OUTLET

KNOCK OUTS (3 PLACES)

TOP VIEW

CD

FINISHED GRADE (ADD FILL AN D LOAM AS NECESSARY TO REACH GRADE SLOPE

NOT TO EXCEED 5:1, SEED AND MULCH TO RE-ESTABLISH STAND OF GRASS)

1" TAPER--

4" INLET

u

5•

DESIGN NOTES:

APPROX. FINISH

GRADE= B.5-----...

CAST IRON FRAME

AND COVER---....~

COVER TO REMAIN

REMOVE COVER

~ '-LIQUID LEVEL

3" VENT

I . " -

BAFFLE

SECTION

1. CONCRETE 4,000 PSI AT 28 DAYS.

1 1-0" z ;:;

lf)

4" OUTLET

3" WALL

(TYP.)

CAPACITY A B c D WEIGHT 2. INLET BAFFLE IS PRECAST AS ONE UNIT WITH THE TOP SECTION OF THE SEPTIC TANK.

(GAL.) 3. TANKS REINFORCED WITH 6x6x10 G.A. WIRE.

4. KEYED JOINTS SEALED WITH ASPHALT SEALANT.

1,500 10'-6" 6'-4" 4 '-7 1/2" 5 ' -4" 11,220 LBS 5 . HEAVY DUTY SEPTIC TANK TOPS REINFORCED WITH 1/2" REBAR ON 6" CENTERS EACH WAY.

6. GREASE FILTER AVAILABLE.

!f\1\,___G_R_EA_S_E_I N_T_E_R_C_EP_T_O_R_D_ET_A_I L __ v::...;J NOT TO SCALE

1 2

4" PVC-SDR35

L = 7'

S = 0.005 FT / FT

4" PVC-SDR35

L = 11'

S = 0.005 FT/FT

NOT TO SCALE

5L-l----A-+----~----l----+----+------ll-----+----==-i5 0+00 1 +00 1 +50 2+00

45' BEND AND CLEANOUT (1YP.) 4" PVC-SDR35 FROM

GREASE TRAP INV.= 6.61

SANITARY SEWER MAIN FROM STATION BUILDING TO EXISTING SEWER MAN HOLE

FINISH GRADE AT

BUILDING =8.6

KrTCHEN DRAIN

INV. OUT= 7.00

4" PVC-SDR35

FINISH GRADE ABOVE

GREASE INTERCEPTOR= B.5

'rrl----+7""--i 10 4• PVC-SDR35 L = 16' lhn~r

S = -0.005 FT /FT

L = 11'

S = -0.005 FT /FT TIE INTO SEWER MAIN 0 6.61

INV. IN= 6.94

PROPOSED

GREASE

INTERCEPTOR

INV. OUT= 6.69

SANITARY SEWER FROM STATION BUILDING TO SEWER MAIN THROUGH GREASE INTERCEPTOR

SANITARY SEWER PROFILES

1· = 30'-0"

RESERVED FOR SUFFOLK co. DEPT. OF HEALTH SERVICES

- - -- - Yc=r svr-.'OLK. cornd~y Of:?ARYMENT -OF HEAi-TH SERVICES

APPROVED

· RE-':RE""'" "1.I'l <Fi. r_ .'\.._ti\, ~·.LEl\:: ·-US- -( 7- <>D 2...2._

:;.Et· I; .~~j~_ 1f!li~G # 1~3 . -

J ~CONDITIONS

____ Ur

REYIEWE"(or !~,,--,"LS· t 1 . .:> .•11.n .

3 4 c

B

A

Colby Company engineer i ng

CONSULTANTS

47 A York Street Portland, Maine 04 IO I 207553.7753 colbycoengineering. com

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

USCG. CEU PROVIDENCE

475 KI LVERT STREET, SUITE 100

WARWICK, RI 02886

ISSUE

1 06/ 01 /201 7 ABBREVIATED SET FOR WASTE WATER PERMIT

0 02/28/2017 ISSUED FOR CONSTRUCTION

MARK DATE DESCRIPTI ON

A/E PROJECT NO: 331.001.001

CAD FILE NAME: P7636047D11.dwg

DESIGNED BY: RLM

DRAWN BY: ZRJ

EDITED BY: RLM

CHECKED BY: MJL

SCALE: AS SHOWN PLOT SCALE: 1 : 1

SHEET TITLE

REBUILD WATER DIST. SYSTEM

CG STA FIRE ISLAND

BABYLON NY

WATER DISTRIBUTION SYSTEM

CIVIL

PAVEMENT & SEWER DETAILS

REVIEWED BY: REVIEWED BY: REVIEWED BY:

P. PAGE G. GOSSELIN A. A. JACOBS

PROJECT ENG. BRANCH CHIEF TECH . DIRECTOR

I~

DRAWING NUMBER

7636047 P7636047

DISCIPLINE SHT NO

C-504 SHEET 11 OF 13

A

SINK

DISH

WASHER

2·

I I

SINK

EXISTING SANITARY TO

REMAIN AND BE

DISCONNECTED FROM

KITCHEN DRAINS, SEE

C-105 FOR CONTINUATION

3"PVC

SEE C-105

FOR CONTINUATION

2 3 fillIE:.

NQTES·

1 . FLOW METER SHALL BE INSTALLED WITH A

MINIMUM OF 5 PIPE DIAMETERS OF STRAIGHT

PIPE UPSTREAM OF THE METER.

2. RECONNECT NEW 1" PE PIPING TO EXISTING

SERVICES.

LEGEND

~ TIE TO EXISTING

[><] GATE VALVE

a BALL VALVE

~ Y-STRAINER

[::()::] ADVANCED WATER METER

~ BACK FLOW PREVENTER

D CONCENTRIC REDUCER

11 FLANGE CONNECTION

KEXED NQTES:

SEE DEMOLITION PHOTOGRAPH DETAIL (C3) FOR

EXISTING INTERNAL GREASE TRAP REMOVAL. ALL OTHER

ITEMS SHOWN ON PART PLAN ARE EXISTING TO REMAIN.

CONTRACTOR SHALL RECONNECT SINKS AND DISHWASHER

AS SHOWN IN PART PLAN C1 TO NEW EXTERNAL 1,500

GALLON GREASE INTERCEPTOR ON C-105.

PROVIDE FLOW METER THAT MEETS THE ENERGY POLICY

ACT (EPACT) 2005. THE FLOW METER SHALL BE: 6 INCH

BADGER M-1000, ELECTROMAGNETIC FLOW METER WITH

REMOTE "DATA LOGGING KIT", HASTELLOY-C ELECTRODES,

METER SHALL BE HARD RUBBER LINED AND HAVE

STAINLESS STEEL GROUNDING RINGS INSTALLED ACROSS

THE METER FLANGES. A 6 FOOT CABLE WHIP WITH END

TERMINATIONS SHALL BE PROVIDED BETWEEN THE FLOW

METER JUNCTION BOX AND METER REMOTE 1/0 PANEL,

(ACQUISUITE, DATA ACQUISITION SERVER (MODBUS

RS-485/TCP, ETHERNET, MODEM). A DEDICATED 120

VOLT, 1 PH, 60 HZ, 15A ELECTRICAL POWER CIRCUIT

SHALL BE PROVIDED TO THE DIN RAIL POWER SUPPLY,

MODEL MDR-40-24). THE FLOW METER SHALL MEET ALL C

NSF 61 REQUIREMENTS.

PROVIDE TEMPORARY FIRE HOSE ATIACHMENT VIA 6" TEE

AND REPLACE WITH A PERMANENT 1 SOLIB SCH 40 BLIND

FLANGE AT THE END OF USE AS TEMPORARY FIREWATER

OUTLET.

l

ColbyCOl11pany engineering

CONSULTANTS

47 A York Street Portland. Moine 04 101

207.553.77 53 co/bycoengineering.com

@)1---"~-l A--E: T.;...;..~-=--0-'-'-N---=-B-=--U.:...;;;;I L=D--'-'-1 N-=--G=----'-K-'-'-1 T_;_C=-.:H-'-'E=N-=--'--'-S=-'-A-"-N-'-'-IT-'-'-A-"-R-'--'Y-----'-P--'-'I P___:l.:......:N--=-G___;_P=LA-"N--'----

REMOVE INTERNAL GREASE TRAP AS SHOWN ABOVE AND CONNECT TO EXTERNAL

GREASE TRAP AS SHOWN ON PART PLAN C1 AND ON SHEET C- 105.

GREASE TRAP DEMOLITI ON PHOTOGRAPH

u PIPE BEND DOWN

PROVIDE PRE-CAST SPILLWAY, 24"x12"x2" AMERIMAX

SPLASH BLOCK OR APPROVED EQUAL, TO DISSIPATE

WATER FLOW FROM STRAINER SLOWDOWN PIPING AND

BACKFLOW PREVENTER RELIEF VALVE DRAIN LI NE.

PROVIDE 6" STRAINER LISTED FOR FIRE WATER SERVICE.

PROVIDE 6" WATTS SERIES LF909 REDUCED PRESSURE

ZONE BACKFLOW PREVENTER WITH 6" OSY GATE VALVES

4'-0"

SEE C-102 FOR

CONTINUATION

1'-6"

11'-4.

RUN NEW 3/ 4" COPPER PIPE

NOTE 2

4" HOPE CORRUGATED SOLID PIPE

FILL WITH EXPANDING FOAM INSULATION

1" CU TO 1' PE

PIPING TRANSITION

2'-0"

9 3/ 4"

6 ' -0"

2" POLYSTYRENE INSULATION

THREE SIDES OF UNDERGROUND

PIPE TYPICAL

ROOM PERIMETER

BACK FLOW

PREVENTER

ASSEMBLY

BALL VALVE

TEST COCK @

(TYPx4) r _.----

3'-5 1/ 8"

6" BLIND FLANGE WITH

FIRE HOSE ADAPTER FOR

TEMPORARY WATER SUPPLY

1'-0"

8" WATER OUTLET

(SEE C- 102)

THROUGH EXISTING CMU WALL L__--'-~+-+.--+-----+---'----'

TO EXISTING SINK ON THE I

OTHER SIDE OF THE WALL,

APPROXIMATELY 3 FT.----'

8" DRAIN LINE FROM

RELIEF VALVE, PIPE

TO OUTSIDE, PROVIDE

1/ 4" SS BIRD SCREEN

COVER-------~

8" WATER

INLET (SEE C-102)

SLOWDOWN PIPING

FROM STRAINER,

PIPE TO OUTSIDE

DC BM SHOP WATER METERING PIPING PLAN

SCALE 1/ 2" = 1' -0"

1 ·l&&trim ..

: • t : •• • :

. .. . . i •

SCALE: NTS

6'-0"

6" STRAINER·--......_ 1' -6 1/ 2"

SLOWDOWN PIPING

FROM STRAINER

PIPE TO OUTSIDE

ROOM PERIMETER

8" WATER

OUTLET (SEE C-1 02)

9 3/ 4"

FLOOR

6" BLIND FLANGE WITH

FIRE HOSE ADAPTER FOR

TEMPORARY WATER SUPPLY

8" WATER

CJ INL£T (SEE C-102)

,......--BACK FLOW

PREVENTER

, .. ASSEMBLY @

6 -0

,rRUN NEW 3/ 4" COPPER PIPE

/ THROUGH EXISTING CMU WALL

TO EXISTING SINK ON THE

OTHER SIDE OF THE WALL,

APPROXIMATELY 3 FT.

12"x8" REDUCER

CONNECTED TO

8" DRAIN PIPED TO

OUTSIDE SEE DETAIL

A1 THIS SHEET

@---'-~-~--J"""'~-~-=_;_~.;....;;;-~ ....... } -E_R_I N_G"---P_l_P_;_I N_G_E_L_E_V_A_T_I 0::....:.~-=--_40_1

2 3

El REMOTE METER DISPLAY

METER CABLE (MANUFACTURER SUPPLIED)

AND (4) BALL VALVE TEST COCKS OR EQUAL. IF

DIFFERENT RPZ BFP MODEL IS SUBMITTED THE

ALTERNATE MODEL WILL BE REQUIRED TO BE APPROVED

BY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES.

ABBRE.YIATIONS

PE POLYETHYLENE TUBING

cu COPPER TUBING

PVC POLYVINYL CHLORIDE PIPE

HOPE HIGH DENSITY POLYETHYLENE

s

FT

STRAINER NOT SHOWN

SEE DETAIL A2 THIS

SUPPORT (PIPE)

FEET

SHEET FOR LOCATION---..-..

RUN NEW 3/4" COPPER PIPE

THROUGH EXISTING CMU WALL

TO EXISTING SINK ON THE

OTHER SIDE OF THE WALL,

APPROXIMATELY 3 FT.- ---..

SLOWDOWN PIPING

FROM STRAINER, 6' -0"

PIPE TO OUTSIDE----

8" DRAIN LINE FROM

RELIEF VALVE, PIPE

TO OUTSIDE, PROVIDE

1/ 4" SS BIRD SCREEN

COVER-----~

GRADE

ROOM PERIMETER

8" WATER

INLET (SEE C-102)

8"x6"

5' -6"

3 '-4"

2'-8"

1'-0" fJ) PROVIDE VERTICAL PIPE SUPPORT TO FLOOR, ANVIL FIG.

63P, HOT DIPPED GALVANIZED, OR EQUAL.

® PROVIDE VERTICAL PIPE SUPPORT TO CEILING, ANVIL FIG.

260, CLEVIS HANGER, HOT DIPPED GALVANIZED, OR

EQUAL 1/2" THREADED ROD SHALL BE THROUGH BOLTED

TO CEILING STRUCTURE •

0 2' 4• 8'

Scale: 1/~a = 1'-o" 0 1' 2 ' 4'

Scale: 1 )21 = 1 '-o"

11 ' - 4"

1'- 6" 2'-10"

BALL VALVE

TEST COCK

(TYPx4) c=:i:~

6" BLIND FLANGE WITH

FIRE HOSE ADAPTER FOR

TEMPORARY WATER SUPPLY

6"

8'-0"

'-8"

1 2"x8" REDUCER CONNECTED

8" WATER TO 8" DRAIN PIPED TO OUTSIDE

OUTLET(SEE C-102) SEE DETAIL A1 THIS SHEET

WATER METERING PIPING ELEVATION

SCALE 1 / 2" = 1 '-o· M-401

RESERVED FOR SUFFOLK CO. DEPT. OF HEALTH SERVICES

i I . -l . . ~ : t- -

B

A

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

USCG. CEU PROVIDENCE

475 KI LVERT STREET, SUITE 100

WARWICK, RI 02886

ISSUE

0 02 28 2017 ISSUED FOR CONSTRUCTION

MARK DATE DESCRIPTION

A E PROJECT NO: 331 .001 .001

CAD FILE NAME: P7636047D13.dwg

DESIGNED BY: RLM

DRAWN BY: PML

EDITED BY: PML

CHECKED BY: ERP

SCALE: AS SHOWN PLOT SCALE: 1: 1

SHEET TITLE

REBUILD WATER DIST. SYSTEM

CG STA FIRE ISLAND

BABYLON NY

WATER DISTRIBUTION SYSTEM

MECHANICAL

PARTIAL PLANS

REVIEWED BY: REVIEWED BY: REVIEWED BY:

P. PAGE G. GOSSELIN A. A. JACOBS

PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR

DRAWING NUMBER

7636047 P7636047

DISCIPLINE SHT NO

M-401 SHEET 1 3 OF 1 3