A14_Question_6797932_-_As-Built_Drawings.pdf

\ 0

2 0

? I

~~r::::::::-:::::::.-t~:.---\l VALVE \/.6.1 I I_T ,--~ -No. 3 ·PLAN

'\ ) SCALE: 1" = 400'

8 \ t<Vl.IIR

I

• FILE: C: \PC402\0DRE\16NALLA.DWG XREF: OORESHT.DWG

DATE: 23-0CT -96

'- \ - ' ' ' i·

INDEX OF DF~AWINGS

SHEET NO. DESCRIPTION

1 SITE MAP - INDEX OF DRAWINGS

2 RESERVOIR PLAN - PROPOSED REPAIRS

3 MISCELLANEOUS RESERVOIR REPAIR DETAILS

4 MODIFICATIONS TO VALVE VAULT NO. 3

5 SITE PLAN: B-2010 TO SOUTH METER PIT

6 SOUTH METER PIT - INSTRUMENTATION/ELECTRICAL PLAN

7 INSTRUMENTATION LOOP DRAWING

8 INSTRUMENTATION/ELECTRICAL DETAILS AND PLAN

9 PIPELINE MATERIAL SPECIFICATIONS

10 EXISTING RESERVOIR PLAN AND SECTIONS (FOR INFORMATION ONLY)

NO. REVISIONS DATE

APPROVED BY ~. DEFENSE LOGISTICS AGE:NCY

ENERGY MANAGEMENT OFFICER OFFICE OF COWAND ;;lfctwJTY

~R~ ENVIRONMENTAL BRANCH SAFETY AliD HEALTH

FIRE PROTECTION BRANCH OFC. OF TEL AND COlD!. mFO. SYSTEMS

INDUSTRIAL HYGIENIST USER

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

SITE MAP - INDEX OF DRAWINGS

DESIGNED BY: CHECKED BY:

G.G.K.

DRAWN BY: CIVIL ENGR.

DRAWING NO.

3240.1

K p D ELEC. EN'GR.

'--'IIAINTEN==Alro=E;:..:D:;o:PJ<i<A~OTI:=DN::_;B~RANCHH'-+/,-'--,'jo---•-+--~:'1"· ~· ~· ---1 MEC!t ENGR.

r- SCALE: \.-.~~f// .//;{(1 W·"ll. ARCHITECT

JEFF R. McCAusi.J! ( PA; FACILITIES ENGINEER AS SHOWN SUP!t ENGR. OCT 1996 ·

FILE: C:\PC402\DDRE\31239P1.DWG

DATE: 25 OCT 96

I

REMOVE SILT FROM \ .

BOTIOM AND SIDE SLOPES -.l __

REPAIR ALL WOODEN

ROOFING MEMBERS (TYP.)

SEE DETAIL 'c' SHEET. 3

• TIGHTEN LOOSE ANCHOR BOLT NUTS

OR EXTEND EXISTING ANCHOR BOLT

AND PROVIDE NEW WASHER PLATES

AND NUT (WHICHEVER IS REQUIRED)

AT COLUMN LOCATIONS AND ALL

PERIMETER WALL LOCATIONS. SEE

DETAIL 'C' SHEET 3

158'-4" I

L REP:AIR ALL CRACKS IN CONCRETE

PERIMETER WALLS, SEE DETAIL 'B'

SH~ET 3

' "' I D cp-1-.

I

3-!20' LENGTHS OF 13"

D~CTILE IRON PIPE------.._

CONCR:ETE PIPE

SU PP~RT (TYP.) __,-----

SEE DETAIL SHEET 3

• DRILL '· o•. DRAINU*U

HOLE ON BOTIOM OF

PIPE APPROXIMATELY -------

3" FROM COUPLING------l!J . .JY ___.-

I I I

V '-CONSTRUCTION JOINT (TYP.)__/

REPAIR AS REQUIRED,

SEE DETAIL 'A' SHEET 3

REPAIR ALL CRACKS LARGER

THAN 0.02" IN BOTIOM AND

SIDE CONCRETE SLABS (TYP.)-----,__+------1

SEE DETAIL '8' SHEET 3

REPAIR HONEYCOMBED

AREA ON THIS COLUMN,

SEE DETAIL 'C' SHEET 3

-~ LTJ

--CUT AND REMOVE EXISTING PIPE ELBOW LEAVING A

MIN. OF 1' -·0" EXTENDING BEYOND FACE OF WALL

CONNECT NEW PIPE TO EXISTING PIPE WITH COUPLING

~ I

~EXPANSION JOINT (TYP.)

REPAIR AS REQUIRED, ]/ EX. 8" INTAKE LINE

I

D

EX. 8" OVERFLOW LINE_/

SEE DETAIL 'A' SHEET 3

(REPAIR BOTH SIDES OF WALL)

NOTES:

1. AT TIME OF STRUCTURAL SURVEY IT COULD NOT BE

DETERMINED IF ANY CRACKS EXISTED ON BOTIOM SLAB

OF RESERVOIR DUE TO WATER COVERING FLOOR. ANY

CRACKS FOUND ON BOTIOM SLAB SHALL ALSO BE REPAIRED.

2. A COPY OF ORIGINAL CONTRACT DRAWING FOR THE

RESERVOIR IS INCLUDED AS SHEET 3240.1D, SHEET 10 OF 10.

THIS DRAWING IS FOR CONTRACTOR INFORMATION ONLY.

3. CONTRACTOR SHALL DRAIN AND CLEAN RESERVOIR PRIOR

TO STARTING RESERVOIR REPAIRS. SILT LADEN-WATER

BELOW ELEVATION 512.84 MUST BE PUMPED OUT AND

DISPOSED OF PROPERLY PER STATE REGULATIONS.

4. PROVIDE SOIL TREATMENT FOR TERMITES PRIOR TO CLEANING

AND DISINFECTING RESERVOIR.

5. UPON COMPLETION OF ALL RESERVOIR REPAIR WORK, CLEAN

AND DISINFECT RESERVOIR IN ACCORDANCE WITH AWWA C652,

DISINFECTION OF WATER STORAGE FACILITIES. CHLORINATION

METHOD NO. 2 SHALL BE USED.

EX. 20" SUPPLY LINE

EX. 8" DRAIN LINE

PLAN

SCALE: 1 /8"' = 1 '-0"

WILUAM K. CORliSS. JR.

:;..; ENGINEER I !I~J

;;:<).~ ~ fl<>. 17981·E ~~

.... ~ t._ey :;(';)'

I

NO.

REPAIR NOTES

REPAIR OF JOINTS

1. ALL JOINTS SHALL BE REPAIRED IN ACCORDANCE WITH DETAIL A ON SHEET 3.

MANUFACTURER'S REPRESENTATIVE TO BE PRESENT PRIOR TO

INSTALLATION OF JOINT REPAIR MATERIALS.

2. REMOVE ALL EXCESS JOINT MATERIAL WHICH EXTENDS BEYOND THE

TOP SURFACE OF THE JOINT.

3. REMOVE ANY UNSOUND OR DETERIORATED CONCRETE TO A SOUND

CONCRETE SURFACE AND ABRASIVELY CLEAN THE CONCRETE SURFACES

ADJACENT TO THE JOINT TO RECEIVE THE COMBIFLEX HYPALON

SHEET.

4. PLACE 1/2" DIAMETER BACKER ROD ATOP THE EXISTING JOINT

MATERIAL

5. PLACE THE SIKADUR31 AND COMBIFLEX HYPALON SHEET IN

ACCORDANCE WITH THE MANUFACTURER'S WRITIEN INSTRUCTIONS.

ATIACH INTERSECTIONS OF JOINTS AND THE COMBIFLEX HYPALON

SHEET WITH SIKADUR31 IN ACCORDANCE WITH THE MANUFACTURER'S

ON SITE REPRESENTATIVE'S VERBAL INSTRUCTIONS.

REPAIR OF CRACKS

1. ALL CRACKS SHALL BE REPAIRED IN ACCORDANCE WITH DETAIL B ON SHEET 3.

2. SAWCUT ALONG THE EDGES OF THE CRACK TO BE REPAIRED 3/4" DEEP

AS INDICATED IN DETAIL B ON SHEET 3.

3. REMOVE CONCRETE BETWEEN SAW CUTS.

4. BLAST CLEAN CONCRETE SURFACES TO BE REPAIRED.

5. PLACE THE BACKER TAPE IN THE BOTIOM OF THE SAWCUT.

6. PLACE SIKA 429 PRIMER ALONG THE VERTICAL EDGES OF THE CRACK

IN ACCORDANCE WITH THE MANUFACTURER'S WRITIEN INSTRUCTIONS.

7. PLACE THE SIKAFLEX 1A INTO THE CRACK VOID IN ACCORDANCE WITH

THE MANUFACTURER'S WRITIEN INSTRUCTIONS.

REPAIR OF HONEYCOMBED AI<EAS

1. WHEN HONEYCOMBS IN THE EXISTING CONCRETE COLUMNS EXCEED BOTH

1/4" IN DIAMETER AND 1/8" IN DEPTH, REPAIR THE HONEYCOMB

WITH SIKATOP 107 IN ACCORDANCE WITH THE MANUFACTURER'S

WRITIEN INSTRUCTIONS.

ESTIMATED QUANTITIES

ITEM DESCRIPTION

1. REPAIR CONSTRUCTION JOINTS IN

CONCRETE SLAB

2. REPAIR EXPANSION JOINTS

3. CRACK REPAIRS - SLAB

4. CRACK REPAIRS - PERIMETER WALL

5. COLUMN REPAIR

6. RETIGHTEN ANCHOR BOLTS

7. EXTEND ANCHOR BOLTS

8. TIGHTEN LOOSE CROSS BRIDGING

9. TIGHTEN LOOSE GIRDER BRACING

10. SHIM BLOCK REPAIRS

11. SOIL TREATMENT (TERMITES)

12. GENERAL SITE CLEANUP

APPROVED BY

QUANTITY UNIT

1315 LF

48 LF

345 LF

176 LF

4 SF

40 EA

14 EA

532 EA

108 EA

17 EA

2400 SF

1 LS

REVISIONS

REMARKS

(BOTIOM AND INCLINE SLAB)

(PERIMETER WALLS)

(NO EXCAVATION~

(HONEYCOMBED AREA)

INTERIOR COLUMNS)

NEW BOLTS AND WASHERS)

REDRIVE LOOSE NAILS

REDRIVE LOOSE NAILS

DATE

ENERGY MANAGEMENT OFFICER OFFICE OF COMMAND SECURl'l'Y

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

ENVIRONMENTAL BRANCH SAFETY AND HEALTH WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

F1RE PROTECTION BRANCH OFC. OF TB4 AND COMM. INFO. S'£STEMS RESERVOIR PLAN - PROPOSED REPAIRS

DESIGNED BY: CHECKED BY:

JNDUSTRIAL HYGIENJST USER J.D.P./G.G.K.

1-....;:;:;;;=:;::..:::=;;;;..-+---...;,;;;;;;.. __ ._-+--':":DR~A~WN~':":BY~:---1 ClVIL ENGR. · [!. 71{g, lk~ t

JEFF R. McCAUSLIN, P.&/ 'f/_i FACDZnES ENGDf.BER

MAINTENANCE OPERATION/BlANCH • I / ' L K. p. D. ELEC. ENGR.

~~~~~~~~r~~~(l~·~)~n~l~~~tr~~t~~-~~-,fT;~~------t----~s~c~M£~=------t ::~: ..

AS SHOWN SUPR. ENGR.

DRAWJNG NO.

3240.2

SHEET

uA11>

OCT 1996

<I

1 /2" BACKER ROD

.4" COMBIFLEX

HYPALON SHEET~

Ll

<1.

-EXISTING

CONCRETE SLAB

BLAST CLEAN

CONCRETE SURFACE

r-SIKADUR 31

I ADHESIVE

EXISTING MASTIC

CONSTRUCTION AND EXPANSION

JOINT REPAIR

DETAIL 'A'

1/4" x 3" SQ. SHIM PLATE Wj 7 /8" CENTER HOLE

NO SCALE

6 - 1/.4" X 3" SQ. ...II

SHIM PLATES W/ .

1 1/2" CENTER HOLE~=

I I I I

3/4" DIA. THREADED ANCHOR

BOLT EXTENSION,

LENGTH AS REQUIRED

3/.4" DIA. NUT

1/8" THICK THREADED

SLEEVE 1 1/2" LONG

I I=

EX. WOODEN GIRDER J \_EX. 3/4" DIA.

FILE: C:\PC402\DDRE\31239P2.DWG

DATE: 23-0CT -96

ANCHOR BOLT

ANCHOR BOLT EXTENSION

DETAIL 'D'

NO SCALE

Ll Ll

<J <J

<J

II .. CRACK > 0.02" IN WIDTH

<J

NOTE:

WHERE CRACK WIDTH IS

LESS THAN 0.02" IN WIDTH

NO REPAIR REQUIHED

CRACK IN EXISTING CONCRETE SLAB

<I

<J

SA'v/ CUT AND

REMIJVE CONCRETE-,

~ I ~KAFLEX 1A

Ll

3/4" 1~ SIKA .429 PRIMER

t BACKER TAPE

<I

REPAIRED CRACK

DETAIL '8'

NO SCALE

1'-9"

10 1 /2"

1 1/4"

(TYP.)

.4" rYP.

.....-+-!-+-- - -· -1-1--+~ ----.- -3/4"

(TYP.)

~~tJ~~==j:==:J=··]j ~·=r=r J

4- #4 x 4" TYPE 31 6

S.S. EXPANSION

ANCHOR BOLTS

/1-;;__-!-- - - -· -J..:>,.-..J ----L

\_3/8" x 3" TYPE 316 S.S.

PLAN.

6-#4 BARS~

CLEAN & APPLY APPROVED>~"'

BONDING AGENT TO EX.

CONCRETE: SLAB f'-.-l-----h,~---+-

ANCHOR STRAP

PLACE NEOPRENE PAD

BETWEEN PIPE & CONCRETE

' t')

\_4-#4 BARS

-EXISTING CONCRETE

RESERVOIR FLOOR

SECTICll::!_

CONCRETE PIPE SUPPOHT. -NO SCALE

REDRIVE ALL LOOSE

BRIDGING MEMBER

NAILS (TYP.)

r- TIGHTEN ALL ANCHOR BOLT NUTS, IF ANCHOR BOLT LENGTH IS NOT

SUFFICIENT EXTEND ANCHOR BOLT

LENGTH, SEE DETAIL 'D' THIS SHEET

r C.i. OGEE WASH::R

FOR 3/4" BOLT

REDRIVE ALL LOOSE NAILS

IN GIRDER BRACING (2

LOCATIONS EACH COLUMN)

1" FILLER BLOCK-' I II I

1 11'd I .JL I L 8" X 14" GIRDER

IF NAIL HAS SPLIT THE SHIM L- J L ~ 1 " FILLER BLOCK

~LOL~~A~~~EW~~~~~~~~L NAILS ~ 2 .. x 6 .. x 6._ 0 ..

BLOCK IS SOLID Ell I BRACING (TYP.)

2"

3/4" DIA SLEEVE ~I I '> 1

& 5/8': DIA .. BOLT~ __ "xJ~-. . _. _

PATCH HONEYCOMBED AREAS '_/ : - : t l

GREATER THAN 1/.4" DIA. AND

1 /8" DEPTH WITH SIKATOP 107 I-~ ~WATER LEVEL AT

IN ACCORDANCE WITH i ' 1\o, SHORl COLUMNS

MANUFACTURER'S INSTRUCTIONS

<7 <7

D 10" X 10" COLUMNS

d-4- 3/4" Dill. BARS

// 1/4" OIA. TIES @

II vrn ..VI4/ 1 o" c.c.

r-4 I lV2'·-0" X 2'-·0"

L JJ PEDESTAL

I I I _A rEL. 514.00 FOR

11-- _ -1 ALL PEDESTALS

I I r-- I I __l

<J

_J L_

,__ _____ _J ---·-

2'-6" x 2'-6" FTG

COLUMN AND WOOD REPAIRS

DETAIL 'C'

NO SCALE

NO. REVISIONS DATE

APPROVED BY DEFENSE LOGISTICS AGENCY

'\1 WIWAM It CORUSS. JR.

\\ ENGIKEER r /) .. 1' ~ 1798H ,z JQI

'-.SV'-~

I

ENERGY MANAGEMENT OFFICER

ENVIRONMENTAL BRANCH

FIRE PROTECTION BRANCH

niDUSTRIAL HYGIENIST

OFFICE OF COMMAND SECURITY

SAFETY AND HEALTH

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

OR:. OF TEl. AND cow INFO. SYSTEMS MISCELLANEOUS RESERVOIR REPAIR D~~ILS

USER

CHECKED BY: DESIGNED BY:

J.D.P./G.G.K.

DRAWN BY: CIVIL ENGR

DRAWIN~ No.

3240.3

WJN'l'ENANCE OPERATION BIWICH K. p' D. ELEC. ENGR r::~=~=:=-=:::;:...JL-------·-4--~S~CALE~~: ---1 MEC!l ENG&

ARCHITECT

SHEET

.3 OF 10

JEFF R. McCAUSLIN, P.E. FACll..ITIES ENGINEER

AS SHOWN SUPR ENGR

DATE

0::::

0::::

w w 0::::

. FILE: C:\PC402\DDRE\31239P3.DWG

DATE: 22-0CT -96 '

EX. 8" INTAKE LINE /

CJ)

I N c"J _ __,__ 1 -+---11--1!-------1 AF 1----1n-~ /1 l'---t---+-t-----:1 ~ v "'J

18'-0"

1---1 Vr-\'- ~ / 1--------1

1\

EX. 20" SUPPLY LINE 7

~--'-'-t--+--t----1

I v ~ I

8" GATE VALVE (TYP.)

' 0)

I

~/ 1----11 I \ 1-t----11

/~ \ -- I :

I~~/ I i-"

EX. 8". DRAIN LINE 1 \_EX. ~o" GATE VALVE (TYP.) I

I I 1/ l.rcJ--I-+--1--1------IAF r· I 11-../ r-- --('0~'\:---1 · /

-·ct====t==t=t=======.,+t~+tt------11---1+-+-,__----.---++HH'~":-tt+t---. -it-~_,-1-,_:-_~\f-rli+-;-H-~--'+~-.~+

-----+----__1_- 1---~ 0)

I LEX. COUPLING (TYP.)

Jl IL

EXISTING 'WOODEN PLA TF'ORMS

DISASSEMBLE PRIOR TO

BEGINNING OF 'WORK

<TO BE REINSTALLED)

EXISTING

I I I I

Fl R E HYDRANT

PLAN OF VALVE VAULT NO. 3 (AT RESERVOIR)

SCALE: 1/2" = 1' -0"

I

0::::

0::::

w w 0::::

3/4"

18'-0"

2'-6' 1'-9' l f-------+------1--+-----t---1-------,'-----.-

2'-3'± 2'-o"

NEW 8" GATE NEW 8" SPOOL /.NEW 8" SPOOL

E< e '"'~' u:c ! ~,~:;,~~)- ,_,._. ;) ~C (FLG'6 /. rE~:,.<:~•:;~U:~) l V "-, t-- /'-- V "> 1-----:1 E'"'-1 E--------1 L~ '

3/4" CORPORATION STOP-....... / j \ W/ 3/4" HOSE BIBB -........._-:-. r-NEW 20" CO~PLING" _j ...________ '--1---'

'(, ~ NEW 8 CHECK VAf£E- ___ :::::::::-, __ NEW CONCRETE SUPPORTS

1 -------;;;NEW 20" SPOOL (TYP.) PROVIDE NEOPRENE PAD

,.,., ~EC (PExFLG.) j j 1 1 BElWEEN VAL':: & CONCRETE ~I=!

"'_j_f--~-1--:fl*I'J:....~ ~ - "!----' '-+--rl

) 1'-9' 4'-6"± ~ 4'-3"±

--Y.--------1-- --+--Umt==tm;~:~t===®=::=:::::"st==:=jm!====~tU!-~-U-~--sToP __.::=( ===l=;=::j::::j::=::j~ /~ I

EX. 20" SUPPLY LINE-

CORPORATION -t-t.J~~·~~~'f--t~~+~/~rlr---~~J~~--~~( LEVEL TRANSMITTER 'm 20, BUffiRFLY _ I I I

I VALVE (TYP.) I LNEW 20" CHECK' VALVE

EX. 8" DRAIN LINE 1 ,.,., NEW 20" SPOOL PIECE- NEW 8" TEE\ NEW 8" FLANGE ADAPTOR

(TYP.) (FLG.xFLG.) (FLG.xFLG.) m \ v ~I- 2/C#16TSP-3/4" PVC COATED

C"'l-'--l--1--+-----lF;'=i=lf:-------t-1 -- -+ "- / f-! 1:-~:-----H1--rr-:=::-r-.."\--ll'r-" /+ , ~~gM C~~U~TJOP~ITE~ 10

\ ' r / ......._ I-: r-·--1 L)---'1 \ ~"-I ~-·-1 LJ.-.-/ r - ------ :_---- j_ "-7" -i

/ '\. NEW 8" COUPLING

1---1-NEW RTU PANEL (ABOVE) I

' m

I n

NEW 8" SPOOL

PIECE (PExFLG.)

1r I I "' \

INSTALLED ON EXISTING

POLE TO NEW ANTENNA I

L \I'- NEW 2" PVC COATED RGS

Lj _______ qJE:::liLjj:__lU--JI_J::I:::=:t=:B±=t:l\====~ i'-3#12-1" PVC COATED RGS

/ \ (FASTEN SECURELY TO VAULT AND

REINSTALL EXISTING 'WOODEN- , ///

PLATFORMS AFTER 'WORK:/"

HAS BEEN COMPLETED

NEW NEMA 3R JUNCTION BOX

INSTALL IN-LINE WITH EXISTING

CONDUIT.

/ "' PIT COVER) TO NEW RTU PANEL

~~R \_ 3#12-1" PVC COATED RGS

~i1i EXISTING CONDUIT AND CONDUCTORS (TO REMAIN)

-FIRE HYDRANT

EXISTING POLE (TO REMAIN)

~ 1------._l c"cl-----1 rr-------<-------,'"\ ____ -1 n,-----_l c"D-----1 r-- :=ij--

-r-~~--------~-----------++-----#1--~~---~~--+-~#----1----"' \.\! / I U (..__ ___ _,LJ'------'-JI-----

PROPOSED

PLAN OF VALVE VAULT NO. 3 (AT RESERVOIR)

I

SCALE: 1/2" = 1 '-0"

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

SUBMIT A PROPOSED LAYOUT OF NEW IH:MS WITH

DIMENSIONS FOR APPROVAL BEFORE ORDERING MATERIALS.

2. NEW RTU PANEL SHOWN ON VAULT WALL FOR CLARITY.

PANEL IS TO BE MOUNTED TO EXISTING STEEL FRAME

WITHIN EXISTING ENTRANCE STRUCTURE.

NO. REVISIONS DATE

APPROVED BY

ENERGY MANAGEMENT omCER OFFICE OF COMMAND SECURITY

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

ENVIRONMENTAL BRANCH SAFETY AND HEALTH WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

FIRE PROTECTION BRANCH OFC. OF TEL. AND COMM. INFO. SYSTEMS MODIFICATIONS TO VALVE VAULT NO. 3

DESIGNED BY: CHECKED BY:

niDUSTRW. HYGIENIST USER G.G.K.

DRAWN BY: crvn. ENGR

SEFF R. McCAUSLIN, P.E. FA.CILlTIES ENGINEER

MAlHTENANCE OPERATION BRANCH K.P.D. ELEC. ENGR.

~==;;;.,;;;o==.,=;;;;;.,'---------f--~~~---1 MEC!l ENGR.

SCALE:

ARCHITECT

AS SHOWN SUPR. ENG!t

DRAWING NO.

3240.4

SHEET

.4 OF 10

UATJJ;

24'

MIN.

BUILDING 2010

GUARD POST NO. 3------...._

FINISHED GRADE

CLEAN FILL

(TYP.)

3000 PSI CONCRETE

1" MIN.

.J_ I

_L_ N 320900 I E. 2:19000

3 - #5 TOP & BOTTOM

I #3 STIRRUPS AT 36" o.c.

1" MIN.

1 " EB TYPE DUCT

& SPARE UNDER ROAD

(CONCRETE ENCASED)

METER PIT

(ABANDONED)

FINISHED GRADE

EX. UNDERGROUND

TELEPHONE

WARNING TAPE--,---... __ _

CLEAN EARTH -+--'"

j

BACKFILL 24"

MIN.

''-1(---1--- PVC TYPE DB

CONDUIT

TO SOUTH

METER PIT

TYPICAL REINFORCE'D DUCTBANK DETAIL

NO SCALE

DUCTBANK NOTES: ---1. CoNTRACTOR IS RESPONSIBLE FOR ALL REPAIR AND

LANDSCAPING RESULTING FROM EXCAVATION.

. 2, AILL CONDUIT UNDER PAVED AREAS TO BE REINFORCED.

3. CONTRACTOR SHALL USE TYPE EB 35 HEAVY WAILL DUCT AND

· • FITTINGS. DUCT SHAILL MEET NEMA AND ASTM REQUIREMENTS

FOR CONCRETE ENCASED DUCT WORK. DUCT· SHALL HAVE MATERIAL

STRENGTHS .• OF 4,800 PSI TENSILE, 11,000 PSI FLEXUAL AND

265 'PSI COMPRESSION;. AILL AT 7f! F.

FILE• C~PC4DZ\DDRE'\3123<JP5.D\JG

·DATE.• 25c0~T;-96

J

TYPICAL DIRECT BURIED DETAIL

NO SCALE

DIRECT BURIED NOTE:

1. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR AND

LANDSCAPING RESULTING FROM EXCAVATION.

EX. 1" UNDERGROUND

ELECTRICAL CONDUIT

SITE PLAN

SCALE: 1" = 30'

24" RCP

+N 321200 E 2!9600

CORROSION RESISTANT POLYMER

CONCRETE REINFORCED ELECTRICAL

HANDHOLE (IN-GROUND) MIN. SIZE

SHALL BE 12"x12"x12" (QUAZITE CORP.)

(TYPICAL FOR 2)

EX. WATER MAIN

--EX. WATER MAIN

SOUTH METER PIT-

NO.

APPROVED BY

ENERGY MANAGEMENT omcER OmCE OF COHMAND SECURITY

ENVIRONMENTAL BRANCH SAFETY AND HEALTH

REVISIONS DATE

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

t--:FJRE:-:PRO:::T::EC::TIO:::"N ::BRAN~C=H-+::O::FC.~O~F TI!l.::-:AND~C~OIIIL~JNFO~.~.YSTEdliS SITE PLAN: 8-201 0 TO SOUTH METER PIT

DESIGNED BY: CHECKED BY:

~~~~u=~~~mm~~~T---T------~~=~~-----~--~J~.D~.P~·~/~G~.G;·~K~.~ DRAWN BY: ClVIL ENGR. .J) /lfcz t!ln~ 1

~~~~~~ci•]onru~n~o[•E»MN~cHDt:::::::::::::::::~----~K~·:P~.D~·----_J•~nmR t SCALE: NECH ENGR

ARCHITECT

AS SHOWN SUPR. ENGR

JEFF R. McCAUSLIN, P.E. FACIUTIES ENGINEER

DRAWING NO.

3240.5

SHEET

.5 OF 10

11 lr- I

EXISTING JUNCTION BOX _7

28' o· ±

~NEW 3#12, 3/4" PVC COATED

CONTRACTOR SHALL PROPEF~L Y

SUPPORT CONDUIT TO VAULT

WALL AND CEILING

r-2/C#16TSP, IN 3/4" PVC COATED RGS CONDUIT

) o -r.~~~ 11 If

\_NEW VALVE CONTROL PANEL

-_-\1---(SVl

== '\ 1----1< \\-\--11- = ~h ~/ ~ / ""'/ [

- :\..--.__~_1.'1 \'------'

>I" 3/ ,. ""'-COATED RGS :NDUITj" v· c:STING 1:. ~URE

' REDUCING VALVE (TO BE

MODIFIED BY OTHERS)

I' ~ ---- -- -- -- ~3---~---------4~------------------------------~----_/ r/"

/ 1" PVC lYPE DB CONDUIT t (DIRECT BURIED)

FILE: C:\PC402\DDRE\31239P4.DWG

DATE: 23-0CT-96 '

2/C#16TSP, 3-#14 IN 1" PVC COATED RGS TO VALVE

CONTROL PANEL IN SOUTH METER PIT. CONTRACTOR

SHALL PROPERLY SUPPORT CONDUIT TO METER PIT

WALLS AND CEILING.

-CORE DRILL FOR NEW CONDUIT.

SEAL ALL OPENINGS

SOUTH METER PIT

NO SCALE

' 0 I

~t<WI!:A( ~¥f(Gt5T(AEDa~

CJIJ\ PROfESSIDNA_I:_ /\\:" .

WILUMI K. CORLISS. JR. <l

NO.

APPROVED BY

ENERGY MANAGEMENT OFFICER OFFICE OF C014MAND SECUJUTY

ENVIRONMENTAL BRANCH SAFETY AND HEALTH

FIRE PROtECTION BRANCH OFC. OF TBI.. AND COW INFO. ~n'STEKS

DIDUSTRW. HYGIENIST USER

YAINTEN.ANCE OPERATION BRANCH

I JEFF R. McCAUSLIN, P.R. F ACILI'l'IEE ENGWEER

REVISIONS DATE

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

DESIGNED BY: CHECKED BY: DRA l'llNG NO.

D.E.M./G.G.K. 3240.6 DRAWN BY: CML ENGR. ·~ #'ktkd SHEET

K.P.D. ELEC. ENGit .6 OF. 1Q

MECH. ENGR.

SCALE: . DATE

AS SHOWN

ARCIDTECT

OCT 1996 SUPR. ENGR.

BUILDING 2010

FIELD PANEL

1VSS I

-..- JJ~

120 VAG FROM / ..j:j._ / o- EXISTING PANELBOARD '--.,'-1-!'-ljtt;N ··~/::__ __ _

3-#12, 3/4"-

RGS CONDUIT

JOSLYN SURGE JOSLYN SURGE ISOLATION

PROTECTION PROTECTION AMPLIFIER

~=-~+AH-J1:--;6::::6::;-9~0;;-~J-_-_-_-_~--\f+\-_-_-_---141rl_--l-/f-1---_ -i:-I:-:;8:;:;:20;::-;2::::8:-;-:A1~-:=.-:=.-:=.-:=.~1-I-__:.---CJAo ~ L-----'-1_ ~ -~ 2lv~c LEVEL INDICATOR

IN SOUTH METER'' PIT

'--- 2-c#16TSP -'-

-~~~_f---1~1VSSI----I--~~cc.h@L~---~----~=1J~DO~ TO VALVE CONTROL PANEL IN ~;lj "'2'..L

SOUTH METER PIT

3-#12, 1" PVC CONDUIT- 24VDC 24VDC

NEW RADOM ·

PROTECTED ""'-\//

ANTENNA~ /-

BUILDING 201 0 ~ \'

ROOFTOP~""

1/2" HELIAX COAXIAL CMLIE

50 OHM, (2"PVC CONDUIT

INSIDE BUILDING)

LIGHTNING ARRESTOR

LOCATED IN

BUILDING 2010

I

#1/0 BARE COPPER ---"-P

GROUND' WIRE (EXPOSED)

INSTALL (ATIACHED) ALONG

OUTSIDE OF BUILDING.

TO .GROUND ROD

RS232-

RADIO

pmc:::

I I

12VDC

RTU

I . I I I I

24VDC

12VDC POWER SUPPLY

[:J120VAC

I I

12VDC

24VDC POWER SUPPLY

[:J120VAC

I I

24VDC

HIGH

r---1 DO LEVEL

"---l. ALARM

1 J LOW t-11 DO LEVEL

ALARM

AUTODIALER

OPEN

I ---t--f-c=:(, LOSS OF t- .J ~ DO RESERVOIR LEVEL

TRANSMISSION

· 3/4"X10'-o" COPPER ~·---t:p

CLAD GROUND ROD

CONTRACTOR SHALL INSTALL

18" MJN BELOW FINISHED GRADE

24VDC

I I I

120VAC

r#1/0 BARE COPPER

GROUND WIRE (DIRECT BURIED)

,---+--11'\;1--+--~~

~ BARE COPPER GROUND BUS.

UNLESS INDICATED OTHERWISE

ALL COMPONENTS WITHIN PANEL

SHALL BE PROPERLY CONNECTED

TO THIS GROUND BUS (WHERE

APPLICABLE)

1, ALL GROUNDING AND GR0UND ROD CONNECTIONS SHALL BE MADE WITH AN EXOTHERMIC WELD

FILE: c:\USERCAD\31239\31239P7.DWG

DATE: . 23-0CT -96 '

FIELD

RESERVOIR

1VSS I

'HjJJ~

120VAC~ N //

G /

3-#12, 1" PVC/ r<- COATt:D RGS CONDUIT

PANEL

JOSLYN SUI~GE JOSLYN SURGE

PROTECTION PROTECTION

~----111669 02i-Ji~---++----1=:1----111820-28-A11-t=----.~ ~ ~~f~VOIR _j_ 1_ 24VDC

2-c#16TSP,3/4" PVC COATED RGS CONDUIT

/j\'-

RESERVOIR . "SHED"

ROOF 7/~

1/2" HELIAX COAXIAL CABLE

50 OHM, 2" PVC COATED

RGS CONDUIT •

LIGHTNING ARRESTOR

IN NEMA 4X ENCLOSURE AT

RESERVOIR "SHED" .

I

1/2" HELIAX COAXIAL CABLE-_j

50 OHM, 2" PVC COATED

RGS CONDUIT

RS232-

RADIO RTU

12VDC POWER SUPPLY

m :1=120VAC

1Jvbc

24VDC POWER SUPPLY

:.:= 120VAC

m r-

2lvbc

I

FIELD

SIGNAL FROM

RTU IN BUILDING 2010

NO.

SOUTH METER PIT

PANEL

VALVE CONTROL PANEL

IN SOUTH METER PIT

INTERCONNECT WITH EXISTING

f------- 120 VAC SERVICE ------1

)cB RESERVOIR -Ali_ \IALVE

OPEN AUTO CLOSED SV1 ENERGIZE TO

000 ~>---------.--Q-1 \rc'--4 ~.l2Jt FlLL

OXO

oox

I I I I

Q I A

THERMOSTAT HEATER

'---0-... o---1----+--Q-/A/v\r-< [I

VALVE 5 J-------1~T tW OPEN/ ( I I frli~~OI----' CLOSE f--' t:::~~:::::!JcZ]-------' r #1/0 BARE COPPER GROUND WIRE (DIRECT BURIED)

SHALL BE PROPERLY BONDED TO EXISTING GROUNDING SYSTEM.

5'>--·t-----ltJ-"\-·--\1 • G \f----BARE COPPER GROUND BUS.

L-------' UNLESS INDICATED OTHERWISE

ALL COMPONENTS WjTHIN PANEL

SHALL BE PROPERLY CONNECTED

TO THIS GROUND BUS (WHERE

APPLICABLE)

REVISIONS DATE

APPROVED BY DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

ENERGY MANAGEMENT OFFICER OFFICE OF COMMAND SECURITY

ENVIRONMENTAL BRANCH SAFETY AND HEALTH

FIRE PROTECnON BRANCH OFC. OF TEL. AND COMM. INFO. SYSTEMS

INDUSTRIAL HYGIENIST USER

l.!AINTENANCE OPERATION BRANCH

JEFF R. McCAUSLm, P. E. FACIUTIES ENGINEER

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

INSTRUMENTATION LOOP DRAWING

DESIGNED BY: CHECKED BY: DRAWING NO.

D.E.A.

. g) ?1fc. $'/J!1. L

3240.7

DRAWN BY: CIVIL ENGR. SHEET

K.P.D. ELEC.. ENGR. 7 OF 10

SCALE:

NECH. ENG&

DATE

ARCHITECT

AS SHOWN SUPR. ENGR. OCT 1996

NEW RADOM PROTECTED

YAGI ANTENNA WITH

MAST AND FEEDLINE

FILE: c:\USERCAD\31239\31239P8.DWG

DATE: 23-0CT -96 .

NEW COAXIAL CABLE

(PROPERLY INSTALL AND

ATTACH TO ROOF)

" 111111

EXISTING BUILDING

18' MIN J

3/4"X1 o· -o"

COPPER CLAD

GROUNDING ROD

CONTRACTOR SHALL INSTALL

THROUGH ROOFTOP. CONTRACTOR

SHALL CAULK AND SEAL AFTER

INSTALLATION OF CABLE, SO

NO LEAKS OCCUR.

NEW LIGHTNING ARRESTOR

EXISTING TELEPHONE CABINET (TO REMAIN)

EXISTING PANELBOARD (TO REMAIN)

1--1--hf--NEW RTU PANEL

'---f-3#12-3/4" RGS CONDUIT .

24' MIN

REFER TO BUILDING

FEEDER ENTRANCE DETAIL

UNDERGROUND CONDUIT TO

SOUTH METER PIT

BLDG 2010 MOUNTING

----------.~NO~S~CA~L~E~-------------(2)·

16'-0'

1------- 18'-0' ------1

)-I--COUNTER

EXISTING GUARD HOUSE

BLDG. 2010

ROADWAY

IL!J

I

1" PVC TYPE DB CONDUIT ---"-1'1

I

8-2010 GUARD POST PLAN

SCALE: 1/4" = 1'-0"

EXISTING TELEPHONE CABINET (TO REMAIN)

NEW RTU PANEL

SECURE TO POLE PER

MANUFACTURING RECOMMENDATIONS

AND/OR SPECIFICATIONS -----

NEW COAXIAL CABLE

IN 2" PVC COATED

RGS CONDUIT (FASTEN

TO POLE AS REQUIRED) --~-

NEW RTU PANEL

MOUNT TO EXISTING

STEEL FRAME (IN

NEMA 4X ENCLOSURE)

EXISTING

PIT COVER-~

NEW RADOM PROTECTED

YAGI ANTENNA WITH

MAST AND FEEDLINE

111111 /'' EXISTING WEATHERHEAD

(TO REMAIN)

1~===== EXISTING rr UTILITY

FEED (TO REMAIN)

SURGE ARRESTOR IN

NEMA 4X ENCLOSURE

I----EXISTING CONDUIT AND CONDUCTORS

(TO REMAIN)

EXISTING DISCONNECT SWITCH

CONTRACTOR SHALL REMOVE AND

REPLACE WITH 1 OOA F.D.S.

(SERVICE ENTRANCE RATED; NEMA

3R ENCLOSURE) SQUARE D CLASS

3130 WITH 30AMP, CLASS J CURRENT

LIMITING FUSE.

-EXISTING

1" ABOVE

FINISHED

GRADE

CONCRETE ENCASEMENT RING

SELECT BACKFILL

WARNING TAPE

--.L.....----,f---...L_...L_...Jtl.__L_....L __ HY_D_R_AN_T __ [r.._ 18' MIN

FASTEN AND SEAL CONDUIT

TO EXISTING PIT COVER

#1/0 BARE COPPER CONDUCTOR (DIRECT BURIED)

3/4"X10'-0" COPPER CLAD GROUND ROD

EXISTING CONDUIT AND CONDUCTORS.

CONTRACTOR SHALL MODIFY EXISTING

CONDUIT AND CONDUCTORS AS REQUIRED

TO ACCOMMODATE NEW FUSED DISCONNECT

SWITCH (F.D.S.)

RESEFtVOIR EQUIPMENT MOUNTING

SEAL WALL

PENETRATION

AROUND PVC

COATED

CONDUIT--

GROUNDING COLLARS,

SEE NOTE 2

NO SCALE

NEMA 4X JUNCTION BOX W/REMOVEABLE

WATER TIGHT COVER.

MAINTAIN WATERTIGHT JUNCTION BOX

INTEGRITY AT ALL PENETRATIONS.

NOTE

1.DO NOT COMBINE COMMUNICATIONS CABLES AND

POWER CABLES IN THE SAME JUNCTION BOX.

MAINTAIN A 12" MINIMUM SPACING

BETWEEN POWER CONDUITS AND

COMMUNICATIONS CONDUITS.

2.GROUND ALL GROUND COLLARS VIA

THE SYSTEM SUPPLIED GROUND WIRE.

PEEL BACK GROUND WIRE INSULATION

LAND AND CONTINUE GND WIRE INTO

THE BLDG.

2" ABOVE FINISHED GRADE

SIDEWALK CURB

BUILDING ·

EXISTING CONCRETE _- ,

FLOOR/FOUNDATION __/

EXTEND REINFORCING

STEEL FROM DUCT BANK

TO WITHIN 2" OF TOP

OF CONCRETE ----'

" PVC COATED t»'·•:>• ·til

RGS CONDUIT

WARNING TAPE

I

6" -------------------~ -i-----L--L ' ', ' ......... __ _

CONCRETE ENCASEMENT

BY E.C.,------./ COUPLING

BUILDING FEEDER ENTRANCE

NO SCALE

2-1" PVC TYPE EB

CONDUIT

NO.

1" PVC TYPE DB COMMUNICATIONS CONDUIT

AASHTO # 57

AGGREGAiE

J:!ANDHOLE (TYPICAL)

FOR NON ROADWAY APPLICATIONS

NOTES

1. TH[ WARNING TAPE SHALL BE LOCATED 6"

ABOVE TOP OF DUCTBANK CONCRETE.

2. AN AASHTO #57 AGGREGATE DRAINAGE BED

IS REQUIRED UNDER ALL COMMUNICATIONS

HANDHOLES. THE DRAINAGE BED SHALL BE

EQUAL TO THE HANDHOLE BASE DIMENSIONS

PLUS 12" DEPTH.

3. THE ENCASEMENT RING AND HANDHOLE SHALL BE

1" ABOVE FINISHED GRADE.

4. THI: COMMUNICATIONS HANDHOLE COVER SHALL

BE GRAY IN COLOR AND EMBOSSED WITH

"COMMUNICATIONS". THE COVER SHALL BE HEAVY

WITH A DESIGt;l LOAD EQUAL OR EXCEEDING 15,000

# OVER A 1 0 ' SQUARE.

5. QUAZITE #PG2436BA24 12"X12"x12" LxWxD OR APPROVED EQUAL.

REVISIONS DATE

APPROVED BY DEFENSE LOGISTICS AGENCY

ENERGY MANAGEMENT OFFICER OFFICE OF COMMAND SECURITY

ENVIRONMENTAL BRANCH SAFETY AND HEALTH

FIRE PROTECTION BRANCH OFC. OF TEL. AND COW. mFO. SYSTEidS

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

WATER SYSTEM IMPROVEMENTS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

INSTRUMENTATION/ELECTRICAL DETAILS AND PLAN

DESIGNED BY:

D.E.A.

CHECKED BY: DRAWJNG NO.

3240.8 mDUSTRIAL HYGIENlST USER

I-....,;:::;:,;:::::.:;:::~::::::;;:::__+---..,:;;:;:..~.---+--~DR~A~WN:;::;"'~BY~:---1 CML ENGR.

SHEET

MAINTENJ.NCE OPERATION BRANCH K. p. D. ELEC. ENGR.

~~==~~~~~~---------~--~s~c~~~:---~~arna&

ARCHITECT

JEFF R McCAUSLm, P. E. FACILITIES ENGINEER

AS SHOWN SUPR. ENGR.

DA E

GENERAL NOTES:

I. DUCTILE IRON PIPE

A. SHALL BE:

. 1. AMERICAN CAST IRON PIPE COMPANY,

2. GRIFFIN PIPE PRODUCTS COMPANY,

3. U.S. PIPE AND FOUNDRY COMPANY.

B. TECHNICAL REQUIREMENTS:

1. ANSI/AWWA C151/A21.51-91.

2. MIN. CLASS 50

3. MARK WEIGHT, CLASS OR THICKNESS ON EACH PIPE.

4. ~ MARK Dl OR DUCTILE.

5 DOUBLE CEMENT t.INING FOR PIPE>ANSI A2l~4-85/AWWA C104.

. a: 1/8"- THROUGH 12 INCHES · . .

b. 3/16"-14 THROUGH 24 INCHES ·

. 6. . PIPE INSIDE RESERVOIR SHALL HAVE NFS61 APPROVED EXTERIOR EPOXY

COATING

II. DUCTILE IRON PIPE JOINTS (PROVIDE PUSH-ON EXCEPT AS NOTED ON THE PLANS; OR

DETAILS) .

A. PUSH ON JOINTS

1. SHALL BE:

a. FASTITE - AMERICAN CAST IRON PIPE,

b. TYTON JOINT - GRIFFIN PIPE PRODUCTS COMPANY,

c. TYTON JOINT - U.S. PIPE AND FOUNDRY COMPANY.

2. TECHNICAL REQUIREMENTS:

. a. ANSI A21.11-90/AWWA C'\11. ·

B. FLANGE JOINTS . ·

1. SHALL BE:

a. AMERICAN CAST IRON PIPE COMPANY,

b. GRIFFIN PIPE PRODUCTS COMPANY,

c. .· U.S. PIPE AND FOUNDRY COMPANY. ..

2. TECHNICAL REQUIR;;M£NlWwA 8110 AND ANSI A21.10-8? .. .

a. ANSI A21.10 87/ . . · ··-v·•"""~··

b. . DRitct.v·rt:r· ANSr CLASS· 125 STANDAI'<D TEMPLATE' IN ACCORDANCE

WITH ANSI B16.1.

c. GASKETS SHALL BE FULL FACED 1/16-INCHES THICK.

d. GASKETS BY CRANE PACKING COMPANY, GARLOCK PACKING

COMPANY, AND U.S. RUBBER COMPANY.

Ill. CAST AND DUCTILE FITTINGS (PROVIDE FLANGE FITTINGS EXCEPT AS NOTED ON THE

PLANS OR 'DETAILS) . .

A. STANDARD FLANGE JOINT FITTINGS

1. SHALL BE:

a. AMERICAN CAST IRON PIPE COMPANY,

b. GRIFFIN PIPE PRODUCTS COMPANY,

· c. U.S. PIPE AND FOUNDRY COMPANY.

2. TECHNICAL REQUIREMENTS:

a. ANSI/AWWA C110/A21.10-87.

b. DUCTILE IRON, MINIMUM RATED 250 PSI 24-INCH DIAMETER OR

SMALLER •.

c. DOUBLE CEMENT LINING ANSLA21·-4~·85/,~WWA C1Q·~·.

(1) 1/8"-THROUGH 12 INCHES . . . '· .

(2) 3/16"-14 THROUGH 24 INCHES

d. DRILLED TO ANSI CLASS 125 STANDARD TEMPLATE IN ACCORDANCE

WITH ANSI B16.1.

e. GASKETS SHALL BE FULL FACED 1 /16-INCHES THICK.

f. GASKETS BY CRANE PACKING COMPANY, GARLOCK PACKING

• COMPANY, AND U.S. RUBBER · COMPANY.

FILE: C:\PC402\0DRE\31239P9.DWG

DATE: 23 OCT 96

IV. VALVES V. FLANGE ADAPTER

A. BUTTERFLY VALVES A. SHALL BE:

B.

1. • SHALL BE:

o. PRATT.

b. KEYSTONIE,

c. AMERICAN DARLING,

2. TECHNICAL REQUIREMENTS:

o. MINIMUM SIZ~>- 14 INCHES.

b. SHORT BODif TYPE CLASS 150B FLANGED CONFORMING TO AWWA

C504-87.'

c. SEATS. SHALL BE RUBBEI~. PERMANENTLY BONDED AND/OR

MECHANICALLY RETAINED TO THE VALVE BODY OR DISC.

d. COUNTER-CLOCKWISE ROTATION OF OPERATOR TO OPEN. PROVIDE .

HANDWHEEL.

e. ALL OPERATORS MUST BIE CAPABLE OF OPERATING CLASS 150B

VALVES AND SHALL BE CAPABLE OF DEVELOPING THE MAXIMUM

TORQUES LISTED IN TABLE 1 OF AWWA C504-80 FOR CLASS 150B

VALVES. NUTS AND BOLTS SHALL BE LOW-CARBON STEEL.

1. DRESSER STYLE 128

2. SMITH BLAIR TYPE 91~i.

3. OR APPROVED EQUAL

B. TECHNICAL REQUIREMENTS

1. SIZE - 8 INCH WITH LOCKING PINS.

2. BODY SLEEVE - STEEl. ASTM A53, ASTM 512 OR CARBON STEEL HAVING A

MINIMUM YIELD OF 30,000 PSI.

3. FLANGE - AWWA C207 CLASS D. ANSI 150 LB DRILLING.

4. FOLLOWER - MALLEABLE IRON ASTM A47 GRADE 32510 OR DUCTILE IRON

ASTM A536.

5. GASKET - GRADE 30.

6. BOLTS AND NUTS - HIGH STRENGTH LOW ALLOY STEEL WITH HEAVY

SEMI-FINISHED HEXAGON NUTS TO AWWA C111 (ANSI-A21.11) STANDARDS.

7. FINISH - SHOP BITUMASTIC.

f. NFS 61 APPROVED COATING (INTERIOR). VI. STEEL MECHANICAL COUPLING

GATE VALVES

1. SHALL BE:

o. AMERICAN DARLING VALVE,

b. KENNEDY VALVE MANUFACTURING CO., INC.,

c. MUELLER COMPANY.

2. TECHNICAL REQUIREMENTS:

o. MAXIMUM SIZE - 12 INCHES.

b. RESILIENT WEDGE.

c. PROVIDE 0-RING SEALS.

d. FLANGE JOINT ENDS.

e. NON-RISING STEM, WITH HANDWHEEL.

f. COMPLY WITH AWWA C509.

9· COUNTER·-CLOCKWISE ROTATION OF OPERATING NUT TO OPEN.

h. BOLTS AND NUTS SHALL BE· LOW-CARBON. STEEL.

• WORKING PRESSURE 200 PSI • I. • • NFS 61 APPROVED COATING (INTERIOR). J.

A. SHALL BE:

1. DRESSER STYLE 38/138.

2. SMITH BLAIR TYPE 411.

3. OR APPROVED EQUAL.

B. TECHNICAL REQUIREMENTS:

· 1 • SIZE - 8 AND 20 INCHES.

2. MIDDLE RING-ASTM A513

3. FOLLOWER-AISICI012

4. GASKET -GRADE 30

5. 0-RING-GRADE 60

6. BOLTS AND NUTS-AWWA C 111/ANSI A 21.11

7. FINISH-SHOP BITUMASTIC

8. COUPLING INSIDE RESERVOIR SHALL HAVE A NFS 61 APPROVED EXTERIOR

EPOXY COATING.

VII. CHECK VALVE

VIII.

WIWAM K. CORliSS, JR.

-o\\ ENGINEER!Ifl' ~~ "'· 179BH tf!;S , ~~8 Yl.." p, . I

A. SHALL BE:

1. G. A. INDUSTRIES.

2. M & H VALVE COMPANY.

3. MUELLER COMPANY.

B. TECHNICAL REQUIREMENTS

A.

1. MINIMUM WORKING PRESSURE 150 PSI.

2. IRON BODY, BRONZE MOUNTED FULL OPENING SWING CHECK WITH

BOLTED COVER, STAINL.ESS HINGE AND MALLEABLE IRON CLAPPER ARM.

3. DISC OF CAST IRON WITH BRONZE SEAT RING.

4. FURNISH WITH OUTSIDE LEVER AND WEIGHT.

MISCELLANEOUS ITEMS

MISCELLANEOUS ITEMS SHALL BE:

1. H-10045 MUELLER COI~PORATION STOP - 3/4" (AWWA TAPER

THREAD x F.I.P.).

2.

NO. REVISIONS DATE

APPROVED BY

ENERGY HA.NAGEMENT omCER OFFICE OF COYMAND SECURITY

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING BRANCH

NEW CUMBERLAND, PA 17070-5001

ENVIRONMENTAL BRANCH SAFETY AND HEALTH

FIRE PROTECTION BRANCH OFC. OF TEL. AND COW. INFO. SYSTEYS

WATER SYSTEM REPAIRS

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

PIPELINE MATERIAL SPECIFICATIONS

DESIGNED BY: CHECKED BY: DRAWJNG NO.

3240.9 INDUSrniAL H'IGIENIST USER G.G.K.

~~==~~--4------=~----+---~DR~A~~B~Y~: --;c=-R SHEET

~~~[E~~1EI========+--~K;,.P~.0~. -~ ELEC. ENGR MAINTENANCE OPERATION BRANCH MECH. ENGR.

SCALE:

Ul\lJJ

ARCHITECT

/lS SHOWN SUPR BNGR OCT 19'96

JEFF R. McCAUSIJN, P.& FACILITIES ~NGINEER

I j

I i i

I f

I

I I i .

i i r i I

I i .

I

II

d

L 11

I

I

Dov/J/() IIIICilne$$ ot!l' ~ r.~o. .

P L A N

I r

~r k

HALF SE'CTION C-C

Jomr

HALF SECTION 0-0

. I I I I rf-·-·--1--

C4nhmuhon al /lrd ''"'' DllllfJ. fJZ7/• ZT.!I

T

14'·8·

I I

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PLAN OF ROOF FPiAMING

2· r •· ~· 8' 7' -- - -.SeA Ll! ~·· r-o·

•• t\i.

. ' o;

'0!

• N· ..

of Columns

"1-.rft'AIICilor &Ill! 8 -''·0' C.C.

-.~~~::~ W! .. 'd","_ 1.11

12'xl0"• 2'·o·c.c.

; ~ell$ 114~o· c.c.

SECTION X-X

SCALE f2'•I'O* m

·p· ,!Ill L "'., l< : I : ... I

\~ i

··II /~!

·~ 2'Jt r ·! < .. fffo

Shedllunr; 1 /!{1()/j.

H11sp&

2'-0" b ...L.' i ..,_•

• 11 I '0 ., , I ~' I

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JCAL£ pz-.,~ y.,rrro .SCAL~ J""•l'·tr' t

9'·9' :: '·· · ...... ,. ~

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DETAIL OF CONCRE'TE' COLUMN

SCAI.E 112'•1'·0"

4'·0" DEFENSE LOGISTICS AGENCY

OE'TAIL OF ROOF SCUTTLE'

Om: Jt E«h End

DEFENSE DISTRIBUTION REGION EAST

FACILITIES ENGINEERING, DIVISION ENGINEERING

NEW CUMBERLAND, PA 17070-5001

BRANCH

WATER SYSTEM REPAIRS

I' . f" 3' 4' ~·

RESERVOIR REPAIRS AND LEVEL CONTROL SYSTEM

EXISTIN :.... RJS.~RVOI" A'p ~ • & ~~· ~cnoNs 1'1 H ,11 '

DESIGNED BY: CHECKED BY: DRA111NG NO.

G.G.K.

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3240.10 ./ DRAWN BY: CIVIL JIIGil SHEET

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IIBCit INOil .

SCALE:

ARCsmct .

AS SHOWN SUI'&- OCT 1996

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