SPECS Encl 1 Old Bridge Municipal Utility Authority sewer as built (Optimized).pdf

l

SALEM

J

SUSSEX

PASSAIC

BERGEN

WARREN MORRIS

HUNTERDON

CA MDE N ~

GLOUCESTER

CUMBERLAND

SOMERSET

BURLINGTON

ATLANTIC

~ CAPE MAY

ESSEX

~ UNION.,--. -

• MIDDLESEX

OCEAN

----4'. PROJECT .

-::::..-- LOCATION

OLD BRIDGE MUNICIPAL

UTILITIES AUTHORITY.

Middlesex County, New Jersey

CONTRACT DRAWINGS

CONTRACT 41

Laurence Harbor Force Main

USEPA GRANT NO. C-340672-02

MEMBERS OF THE AUTHORITY

FRANK DiNINNO

JAMES PHILLIPS

EUGENE DUNLOP

RUSSELL AZZARELLO

ARNOLD E. LAUER, SR.

ANTHONY RUY AK

CHARLES SEARLASKI

EDWARD McLANE

JOHN CANTLON

Chairman Vice Chairman Secretary /Treasurer Member Member Alternate Alternate

Executive Director Comptroller

153549

\11111\IIIDllll\ntlln WIii

THOMAS WILSON

ISAAC WELCOME

Projects & Systems Coordinator Superintendent, Sewerage Division

WILLIAM E. FLYNN Attorney

• BART & BART Auditors

___ RECORD DRAWINGS

JUNE 1986 MAY' 1989

A

C

D

E

F

G

1,\ i~

PROJECT

AREA

3 4

EXISTING SAY REV ILLE (MORGAN)

SEWAGE TREATMENT PLANT

~MOEL

MARLBORO

LOCATION P.LAN

2 4 61 I I .

SCALE IN MIL ES

I

SAYREVILLE

(MORGAN) PUMP STATION

AND FORCE MAIN

( BY OTHERS )

SOUTH BAY PROJECT

( BY OTHERS ) ~

4,/6' i

(04-G ______ .>-...... 8,9. C

CONTRACT

LIMIT

ELEVATION DATUM

ALL ELEVATIONS SHOWN ON THESE PLANS AND DETAILS ARE BASED UPON MEAN SEA LEVEL AS ESTABLISHED BY THE UNITED STATES COAST AND

GEODETIC SURVEY

HORIZONTAL CONTROL

HORIZONTAL CONTROL COORDINATES PRESENTED ON THESE PLANS ARE NOT BASED UPON THE NEW JERSEY PLANE COORDINATE SYSTEM BISI" RATHER ARE PROJECT SPECIFIC.

EDGE pF ,PROPOSED PAVING

TELEPHONE CONDUIT--+-1-a I ------ INV[RT ELEV.

,tr. (z)e"r.c.~ EXIST. SEWER

EXISTING MANHQLE----1-~""~1'"' wv. 2-~5

~-;-- WATER MAIN

EXISTING SANITARY SEW[R-...._,t-t-

PROPOSED.CURB LINE--.J-J YHYDRANT PROPOS~D SANITARY R:lRCE

MAIN(24 OR LARG?R)

ELEVATldN . , ,. h DIS,_NCE BETWEEN

MA .. HOLE CENTERS

PRQPOSU) SAHi TARY SEWER (t.ESS THAN 24"l

PIPE SIZE

SLOPE

DROP MANHOLE

- .,, G S!'.WER EDGE OF EXISTING p,... JN INVERT

I

DIRECTION OF FLOW ELEV. .

' uTiuTY POLE~I

' PROPERTY L.'1NE/R.O.W. ---J l

PROPOSED SANITARX, FORCE

. MAIN(LESS THAN 24') •

I

I !

• OF STREET' //

B£ANRCKH7 II ., .._Q GAS MAIN f,U //

~J) , I 8'lo LL_-,,L-,- MANHOLE

--"--<"-' ----- TT

(i----4'1, c-~----,... C

EXISTING

CURB LINE ,

I .

BORING

LOCATION

CATCH fSIN

PROPOSED' SANITARY

SEWER (~4" dR LARGER)

STORM

DRAIN

ELECTRICAL •

CONDUIT /:

BLOCK NO._@

LOT NO. 2

DETAILED LEGEND

r,__--'ll----11--'-----------t'---,...,,..----lDESIGNED : W.M ..

0 500 LICENSE NO.

I.

2.

3.

4.

5.

6.

7.

w z <1 w u

3' ~ w ~ ~ w

CIRCLE

LAURENCE HARBOR

FORCE MAIN

ui

VICINITY PLAN

SCALE I = 400

UTILITY INFORMATION

UTILITY / AGENCY

J.C.P. 8i L. ( ELECTRIC)

NEW JER?EY BELL (TELEPHONE)

OLD BRIDGE MUNICIPAL

UTILITIES AUTHORITY I WATER)

OLD BRIDGE TOWNSHIP

BOROUGH OF SAYREVILLE

NEW JERSEY NATURAL GAS CO.

GARDEN STATE UNDERGROUND

PLANT LOCATION SERVICES

PHONE

201 - 493- 949B

201 - 741 - 9962

201 - 566- 2534

201 - 72 I - 5600

201 - 727- 8000

201- 938- 1169

800- 272 - 1000

REPRESENTATIVE

STEVEN NICHOLL

JACK SCHLAFLIN

EDWARD McLA~E

EXECUTIVE DIR CTOR

HARVEY P. GOLDIE, P.E.

DAVID J. SAMUEL, P.E.

MICHAEL FINK

SUBSURFACE EVALUATION AIND SOIL BORINGS - TESTWELL CRAIG LABORATORIES OF NEW JERSEY, INC.

WARREN GEORGE, INC. (BORING LOCATION 3(WG), DATED 9/24/79)

13623 r , ..

DRAWN, R.N.

NEW JERSEY PROFESSIONAL ENGINEER Ct-tAP111L.•s ...J.- OLD BRIDGE

DWG.NQ

NOTE:

10 11

EXISTING O,B.M.U.A.

SEWAGE TREATMENT

PLANT

TITLE

COVER

LAURENCE HARBOR

PUMP STATION

( BY OTHERS l

NEW JERSEY STATE H

IGHWAY ROUTE:. #

DRAWING LIST

VICINITY 8 LOCATION PLANS, DRAWING LIST AND LEGENDS

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

PLAN AND PROFILE

MIS1CELLANEOUS DETAILS - PIPE BEDDING

MISCELLANEOUS DETAILS - MANHOLE AND PIPE SCHEDULES

MISCELLANEOUS DETAILS - SPECIAL STRUCTURES

MIS1CELLANEOUS DETAILS - SPECIAL STRUCTURES

MIS 1CELLANEOUS DETAILS - GENERAL NOTES a SIGNS

ENVIRONMENTAL CONTROL- EROSION PROTECTION DETAILS

N.J.ID.E.P. SUGGESTED STREAM CROSSING METHODS

ENV'IRON MENTAL CONTROL - RESTORATION SCHEDULE

SOIL EROSION AND SEDIMENT CONTROL PLANS ON SHEETS 2-9 8 15-17

NOTE TO CONTRACTOR: IF CONTRACTOR'S STAGING AREAS EXCEED THE LIMITS

OF DISTURBANCE SHOWN ON THE PLANS AND INVOLVE THE

DISTURBANCE OF 5000 OR MORE SQUARE FEET, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING SOIL EROSION AND SEDIMENT

CONTROL CERTIFICATION FOR THOSE AREAS. EVIDENCE OF

COMPLIANCE SHALL BE PROVIDED TO THE OBMUA.

Thia drawl'lg has been included as a part of the record documents in order to present a complete set of drawings.

However, this sheet does not contai'l any as-built information.

-RECORD DRAWING . . .

i'iJDEP OFFICE . JWR CHECl<ED • • ' • t-;tARRY S. ALLEN - KI..JJl9a-•f1', INC. MUNICIPAL UTILITIES AUTHORITY

LAURENCE HARBOR

FORCE MAIN I OF 17 J.K./F~D. COMMENTS

D TO N.J.D.E.P. /C.O.E.

NO. DATE DESCRIPTION

REVISIONS

CHI<'

FIELD . RA R CHECKED· • • •

APPROVED' C.A. IB. _....:;tJJ,. ..... _,..~1;..1...::i..::,..._,:._ __ _

MIDDLESEX COUNTY NEW JERSEY 15 STELTON ROAD, PISCATA,WAY, N.J. 08854

VICINITY a LOCATION PLANS, DRAWING LIST AND LEGENDS

:AS SHOWN DATE:JUNE I

CONTUCT,

B

I

C

D

E

F

G z

VI

VI

I z 0 -t- <t w .J w

-5

-10

107•00

ECORD DRAWING

5/89 R R BIDDING

{8 FO NJDEP

!/IS/86 SUBMIT TO .J K / OMMENTS

D.EP/C.O.E./C • • NJ O:E.P. /C.O.E.

MITTED TO · ·

7/31/85 SUB DESCRIPTION

NO. DATE REVISIONS

2 4

" 20"0/P F°M 2t!_10/!ii! I !ii!

1,~,} !JH~ ,~

LOCATION AS-BUILTFORCE MAIN END OF

j..__

PROJECT . SOUTHRceoiiECTION INTE l STK. ~Tl✓ "",4i·11 TIES

N 13 232.28

1 62 06 E 6 , 3 ''4" Q_ STK.

I . - . .

-I

_l_

-. ==E=t==f===~§=$==~i==~, =1r=----- ~ - ==-+ -~;_;

, ·o

1oe•oo

DESIGNED : W. M.

DRAWN' P.J.M.

OFFICs • J.W.R. CHECk.t.U

105t00

104•00

10 80 60 40 20 0 10 20 ------ •

SCALE I = ~O

103•00 102+00 101+00

LICENSE NO. 13623

PROFESS ION AL ENGINEER

NEW JERSEY ALLEN

1...:

-r 100•00 99+00

TIMBER

CLA - O.IP.

' • y - I..:.:.:.::: -, • 1· r-:

98t00 97+00

<t CURVE DAT~

R = 1opo-,~~ ..

l:,.: 10 18 I

L = 179.81 T = 90.16

~"' // '"/I v'# /I ,,v,1

BLOCK 552

PL.OT 2

ROUGH

. I I

F ~f// ~~// o,, BLOCK 552

PLOT I

SAYREVI LE

N 13,187. 73 E 6,373. 12 1-6Q±

P. I.' STA. 96

/2 "SAN.

I

96-;00

0 TER

p STATION tz ...J

O> •

915t00

Associates • epared by Kupper .:.Uor the dr wngs were Pf manager thers he se record a the construction furnished l:ly o

I I

94•00

93+00

T furnished by d data as •ooms from data Only recor . a/I other " al contractor. ed on the drawrogs, ct drawings. ~en incorporat on the as-bid contra remaiiing as shown RAWING· Rl!CORD D .

ENCE HARBOR LAUR

OLD BRl~G;UTHORITY FORCE MAIN

AND PROFILE ·PLAN

CHK'OAPPR'

FIELD ED: R.A.R. CHECK

APPROVED: C,A.8.

I

I

SCALE

HARRY S. . ~-

/ ( 1 I .-· L • -1 27 lei

I ,.___~ I .' t l • DAT . r l NJ 08854 • D PISCATAWAY, . . 15 STELTON ROA '

MUNICIPAL UTILITIE • NEW JERSEY

MIDDLESEX COUNTY

1'- 5' VERT. E, I"= 50' HOR. -SCAL • DATE:JUti,. I

I

-10

_ -15

2 OF (7

CONTRACT NO.

P. I.

A

95°5:•d_

'°k :,.,, B

N 13,065.44 E 6,593.11 P.I. StA. 93+70:!:

N 13,061.78 E 6,589.71 le, Pl< "3"

BLOCK 551

PLOT I

N 12,895.98 E 6,767. 77 Ii PK "A"

BOROUGH

. ,,BARIT N

OF

SAY EVILLE

I I

I

.5

BAY

J

' ' TOWNSHIP

' I OLD

I t0f

RIOiGE

N 12,631.33 E 7,139 . 36 l STK. "G"

7 8

ALIGNMENT TIE

P.I., STA. 85+20±

10 11

BENCHMARK NO. ELEV. DESCRIPTION ►

r--B-M---4~r--t--14-.-77-+-B-;--,-C-UT-IN_N_/E..;...../r._~G-O_F_P_O_Wl1!--it

T WER NEAR PK A. . ,.__ ____ .,.____---1-f--------___;--'---I'

PERMANENT

- SANITARY SEWER

EASEMENT •

6 \

I I ii.

r--- --

~ ---------- T. M. I. I I • $ i / )6.o ~ T. M. I. I I -1~ --......... ie ___ • LOCK I ~ :i _,I I ...f;_OCK I

C

D

E

F

G

I .., ,-- /3

14-=-=~

<t CURVE DATA

R = 1000.00' t,, = 17° 17' 34.5" L • 301.82' T = 152.07'

INN

- _J F0IJND.

I C0RNCR

~I

.o~/ - ~•7 o:;.IN 8El.L ffLMH

BM-4

STREAM CROSSING AS-BUILT DATA

SPAN - 375±'

SAG AT CENTER ""26.33±'

DISTANCE TO LOW POINT FROM

EITHER END - 187.5±'

~g //" ~ -Ai ~ LOT48 i ~ ... 6 c__ -~ -~- L~

) 929.07'

.6.3\

~6

=----- ¥--- 9

PROPOSED. 16" 0 N.J. NATURAL

GAS PIPELINE (BY OTHERS)

B-36 4.29

N 12,518.15 E 7,298.2

P:I., STA. 8

r".. . ~5

5.0 ;------...._, .4.6

-- I +20+ I

ALIGNMENT TIE

-I0°54'14"BEND l PK "A" TIES ll STK. "G"TIES -,.---_ - ---,-----.----.----=S:.;T,:.:A::.:· 9:.=2:...+::.:.18:.:.. -, 'r--'--r----,..,J~~+ --,---__,:::::::=::::::;::====::::;::====:::;:::===:::;:::__-,-----,-~-,----,-----,----,---r---.----.---.----,-----,-,-----,----,-----,----,-----,-------,-------__:::;:::

15 ~ z 0 - Cl)

(!) -5

Cl)

-10 z

I- LASS ORDIN

"' -15 w p ..J w

-20 t----,1---t-----------t--;-----,DESIGNED : W. M.

6/16/86 SUBMIT TO NJDEP

D E.P/C.O.E./C.J.K./ COMMENTS

7/31/85 SUBMITTED m N.J.D.E.P. /C.0.E

NO. DATE DESCRIPTION

REVISIONS

CHI<'

DRAWN : P.J.M.

• OFFICE ·JW.R

CHECKED. • • •

FIELD . R,,,, R

CHECKED· ·"'• •

APPROVED' C.A.B.

M.H.W. (

100. 10 10 40 20 0 10 20 - - .. - - -·· SCALE In = 50'

' ,o 5ii.ii.iiiiiiiiiio 5

SCALE I' • !i'.

PPROXJ

PIL-

89+00

• 0 N

+t +I I i!';; z i!';; - I

LICENSE NO. 13623

NEW JERSEY PROFESSIONAL ENGINEER

ARRY S. ALL EN

7 Cl- . 1/2,,1r-J .. -:::.rt;-;i..::..-,-1,,1-J...~::;_;;::....:. __ ~

STRUC URE

··Cl-IA t<:~,•r:.· • ·~ ·' ' . __ __ --···· .. ___ , 15 STELTON ROAD, PISCATAWAY, N.J. 08854

CLAS. $6 a1.P.

; These record do-awi,go wore pr_..:! by K- AolOCiiotas ' from data ftrni&hod by lhe conmJC1ion ..._ IJ'tdlar tlhe . genoral contractor. Only record - aa {l.mlohod by -• .

, haa been i'ocorporated on the otaw~ all - llaoll : romamg aa ehoWo, on tho aa-bld .,_act otawloQL

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

MIDDLESEX COUNTY NEW JERSEY

ll■COIID D11-INQ .. ~ •

LAURENCE HARBOR

FOAC£ MAIN

PLAN ANO PROFILE

-5

-10

'-20

I i

:i i

' ' ' I , C

D

E

F

G t

6~/6 l

I -----------t

L------

,iz,,eJ1, ..,,e-i'ser t

IL

z · 10

I

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(!) 5

U) z

I- <t -5 w _J w

-1 0 t

.«6

I I sr,,,re

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.-$'/6,s,:'111.

':tty

-i'ovre ""o. Js

-- --'!J;M,-

I _, L..

83•00 82•00

1--i---1----------+--t----tDESIGNE0 : W.M.

I

81•00

0 -

I

4 5

II

I

I

8 9 /0

I

BM·3

'K IN

PILING ON 9

BEACH I

I

PK

!ti -~ ~ I

LOT47

I ~ ----- ~'-'· -~ I I , __ .

/.._ ~SPIKE "F'

~ 1, LOT 46 ,...,__ •

-- f i. Pr. "F" TIES

.. ~ JAi- O.•

.- I L. "- SL

n .

T

' 80•00 79•00 78t00 77•00

100 80 60 40 20 0 10 20 LICENSE NO. 13623 - - .. - - -·· SCALE I" = 50' NEW JERSEY PROFESSIONAL ENGINEER

5 0 ARRY S. ALLEN

.6 7 8 g 10 11 . i I

BENCHMARK NO. ELEV. DESCRIPTION N • 12,095. 99

E 8,332.19

--------t-.,..---t---=:..::.:;.:.:..:..:.:....:....:.:.:.:. ____ ....:..1> ' w '

P.I., STA. 74+05 :!:.

T.M. I.II

TOWNSHIP

OF ,.OLD

BM-3 6.99 RAILROAD SPIKE IN LIGHT POLE IN a:

PARKING LOT AT REAR OF BAR ON

7:iicin'?!c"" __ ...1,_ __ ...:..1...1:HJ!ll.IT~A~-'----------lo B E z

~-----7

'----- -------'---.._ T.M. l,D.};,:'9- ~--- ~OC!L!.__ .a.,-

LOT 45 ----------

7 \

8 -- ------ _j I

= 1000.00' '6.= 17° " L = 305.93'

LOT I 7 I I ,. I

/6 I LOTJI LOT I LOT I

~~~~-1~·-L'5 14 /3 , _____

T ,= 154.17'

LOT 45./3

ALI 3NMENT TIE

P.I.' STA. 74+05

I \ I I \ I ,, LOT45.l4

I

20-" ,::ni;r,: M7f11V - V.L

AS::, 5,., i l.t:

Pt"U f'I I - - (ti. u.u

76+00 751-00

CHAfllL.•• J.

KLJl9""81 ... , INC. . . -

I I

-- -srK. ~ -.._ " E•

-7 fa-'~E-_ \ ·t '\ I -- I "' ~l"--- I I I ------ I~ ~ ... ~ - - ' ' I iii '(· :; I J I I

74•00

~f.E '\ -.____ t-- ._._

I l _,,/

Ii!. PT."E·E"TIES

73•00

T.M. 1.12

BLOCK I

- - - - (1~ (.11..,, I

-,n-- r•

72•00 71+00

• These record drawi1gs were prepared by Kupper Associates .. from data h.mshed by the construction manager and/or the ~ contractor. Only record data as furnished by others

, has been nc0rporated on the drawings. all other tt&ms remaillng as shown on the as-bid contract drawilgs.

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

J - / LOT / r;)v~ 44 <:)i

~\,I): / c_,'(>oi ' r-: '

..J ...1...

u

70•00 69•00

Rl!CORD DRAWING , LAURENCE HARBOR

FORCE MAIN

PLAN AND PROFILE

- I 5

I 0

-5

I

- 10

-15

4 OF (7

I SCALE 1° • 5' '-"'-----· / l L_ 7 /.1<; /; \.,,-

• DATE

15 STELTON ROAD, PISCATAWAY, N.J. 08854

MIDDLESEX COUNTY NEW JERSEY

SCALE:t"=50'HOR. 1"•5'VERT.

CONTIIACT NO .

C

E

F

G z

C/)

Cl) z c( w ..J w

\ I

ALIGNMENT TIE

15°54' BEND

STA. 54+21.91

PERMANENT

~-SANITARY SEWER

EASEMENT

N 10,726.98

E 9,759.62 \- 15°54' BEND

\ \ \ T.M. 11./3 I I I ,,Loa\ a\ \ \

N 10,692.35 E 9,814:63

221/2° BEND

I \,Ill '<t

I

I \ z 11> ... N - .,,_

ALIGNMENT TIE

221/2° BEND

STA. 53+56. 91

01 • w

RARITAN

I T. M. \/. /,3 \ \ QLO'f' 'f I I \ I I

I I

BAY

\ I

~ .. --·P.I. \)iy -~" 1°40°27"

ALIGNMENT TIE+

P. I., STA. 48 -t-15 -t CURVE DATA

TOWNSHIP

OLD

W. X

10 .11

BENCHMARK NO. ELEV. DESCRIPTION > w BM-IA 16.29 a: RAILROAD SPIKE IN POLE #40002

,,.....-0 AT SHORELAND CIRCLE AND

LAURENCE PARKWAY .._ ______ .1.:::, _ ___..::;...Ji..::===~c.::::;==.:._------lo

GE

---15 z

,t "' •• ~... ,t 20-+---+---i-----+----+-----l-,----t----t----t----+-----li-----/---<oitE:-+---::!i!'t.li,-----t----t--~-+----t-:'Y~~+----ll----+----+-----+----t----l------+--+-:'-:-t!ltt-=:-~---1-+---+---+-----t----+----l--20 o c:( N -a:: c:(

• IO -_, c(

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' ,a. LC." I lf\1-\ I C. t( I ,..._

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59•00 58•00 57•00 56•00 55+00 54+00

1 I l"IPII f""',-..,.. ••n A 0 ~.- •

I

42 R.C.P.

J:lt")•r~6 _,,,.

~ L 1 n. l. Un

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53+00 52+00

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- IIIA11• -·

9052- 90'

CLASS~ u.l. P.

•i"N .. n n:. u u 11"'"' a)

T ...., 51+00 50+00

~I z

I I -

1-u.v,--···~ -P"~ ..

49+00

CL SS50 a P.

C\I

IO

48+00 47•00

These record ci'awilQS were prepared ~Y Kupper Associates • from data_f\rnishad by the constnocllon manager ancl/or the general contractor. Only record data as furnished by others has been incorporated on the drawilgs. all other lterrns remakiilg as shown on the as-bid contract drawinga.

r:

10 ;:;

(I)

I

"' z -• • .,

- 0 i-

-5

46•00 45•00 -15

R■CORD DRAWING

--+---+------------,---,----iDESIGNED : W.M. 100 BO 60 40 20 0 10 20 LICENSE NO. 136 2 3 LAURENCE HARBOR

FORC£ MA.IN

PLAN AND PROFILE

5/89 RECORD DRAWING

1/31.185 SUBMITTED TO N.J.D.E.P /.C.O.E.

NO. DATE DESCRIPTION

REVISIONS

CHK'

DRAWN: P.J.M.

OFFICE . JWR

CHECKED. • • •

FIELD . RA R

CHECKED" • • •

APPROVED' C.A.B.

- - .. - - -·· SCALE 1 11 = ~o'.-

10 5 • 0 5 i I

. SCALE.

Ill= 5 I

NEW JERSEY PROFESSIONAL ENGINEER

H RRY S. ALLEN

) 7 C L ' . 7 (7'1 ~ I /

. Ct-IA.._ •• ..J.

K ........... , INC.

15 STELTON ROAD, PISCATAWAY, N.J. 08854

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

MIDDLESEX COUNTY NEW JERSEY

CALE:1"=50'Hc°R. 1"=5'VERT. DATE·

CONTIIIACT NO,

l

1!

'I

I

C

D

E

F

G

I ~ I :s:

"t

BAYVIEW

i CURVE DATA

R = 1000.00' 6.= 33°52 1 26 11

L = 591. 21' T = 304 .53'

I I

--~---'--r - -,-----.---f---, I I I I

I ,--

T.MJ 1.13 -

I / ~ I / I

I __ lJ ! 0--1 I

I - • L T.M. 1.13 ~ --- o,nr, 52 -----.1

I I

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---,...,.-_L __ N 10,082. 72 L

E 10,596.91 r--r-li!. POINT "F-1"

T.M. I.I~ J. LOCK 53

I

V'°F-1" ', I -,r -~-;_ '

~~/ "'"' &' z ...

r""-1. JPIK£ IN \ r ./tee

I . I

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"t

I I !;) L r- I

I J I J I I I I I

T.M. 1.14

PERMANENT

-SANITARY SEWER

EASEMENT

I

I I I

I

I ~ I

~ l -, ~ L----

I I Q I T.M. 1.14

I I

7 8

ALIGNMENT TIE

P.O.L.,STA. 37+59.40

9 10 11

BENCHMARK NO. ELEV. DESCRIPTION r----;;-;;:~___.:..:..:.:.r,7.::-+.;.;;~~~~~~,...,.,..,---J~ TOWN SH Ip BM-5 20.19 RAILROAD SPIKE IN 18" MAPLE AT a:.

111 BAYVIEW AVE.

OF OLD BM-6 25.60 RAILROAD SPIKE IN POLE #718 0 N 9,859.98

E LI, 136. 60

P.O.L. STA. 37+59.

.__ _____ L_ __ .J....'.A:.:,T__:M~A:!D~l~SO~N~A~V'.=E.:.. _____ j z

BRIDGE ' ~

T.M. /. >-

/ - --BLOCK I a, LO'f49 J

/J ----

~ /j ::::::=::=-:::c.--:::::~

N 9,842.32 E 11,130.87 t POINT "E-1' I

I 'r-.----J I

T.M. 1.14 8. OCK 56

c____l · i / ·c-, .. .......... , I I_/-,- -~ ~ ,.J I - - - ~"!~/ ""'"'

I

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BAYVIEW

f

AVENUE

I I

T.M. 1.14 r----•-- RLOC." 51

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----.J w w :c .,, N

I I

I I r T.M. 1.14 r--- - RI OC. ' 59

I I

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HEADWALL /

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ii:

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-- \ 1s"TR£~ -k---- I I ------i ~ ~ · i-.:

LL

z fl)

Ill fl) z

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I I o--i-----+---f---+-----1---ll PT. 11

, -1 11 TIES

JJ

• I c...

:i 0

I- <[ -5 t==t==t-r---+-++----'-1--+-=+--=~===r=~-> llJ ..J llJ

-10

48+00 47•00 t---lr---1----------1--l---loESIGNED : W.M.

5/89 RECORD DRAWING

FOR BIDDING

/16/ SUBMIT TO NJDEP

D.E.P./C.0.EJC •. J.K/ COMMENTS

7/31/85 SUBMITTED TO N.J.D.E.P./C,QE,

NO. DATE DESCRIPTION

REVISIONS

DRAWN: P.J.M.

OFFICE JWR

CttECKED ' • • •

FIELD . RA R CHECKED · • • •

APPROVED ' C.A.8.

46•00

.;. o_;

IO <it .... -· z z

45•00 44,00

100 SO 60 40 20 01020 - - .. - - -·· SCALE I u = 50'

10 5 0 5

SCALE 111 = 5 1

·-- - -- -.--J Ii! PT. 11E-l 11 TIES

--+- ......... . --+---- - - - -~==+==+===t===±====±==±===t=F+==t===t===t===±===i====:3

-<it '<l

43+00 42•00

LICENSE NO. 13623

NEW JERSEY PROFESSIONAL' ENGINEER

H RRY S. ALLEN

[!~CL. 7/11/.r

DATE

Cl.A '"

. 41•00

~L-~~• 50 QI.,

I., 111n U ll~An ril:.U' z

40,00

CHA...._.. -J.

Kut-.-. ... ,~.

39+00

. 15 STELTON ROAD, PISCATAWAY, N.J. 08854

I.IJ

I

:c u

~c---+--+----1

IO -.f -· z

38•00

C

37•00 35•00 34+00

These record drawings were prepared by Kupper Associates from data flmshe!l by the coostructlon manager and/or tlhe general contractor. Only record data as hmlshed by others has be•n Incorporated on the drawngs. aa other Item• • RICORD Dll•··tN Q • r~ aa shown oh the as-bid contract drawings. •

OLD BRIDGE LAURENCE HARBOR

MUNICIPAL UTILITIES AUTHORITY FORCE MAIN

PLAN AND PROFILE

MIDDLESEX COUNTY NEW JERSEY

SCALE: 1"•50' HOR. 111

• 5' VERT. DATE:J

-10

CONTltACT NO.

41 I

1!

ii

2 4 5 6 8 9 10 11 __ ......__:.., ___ ..1--__ _::, ___ ....i,_ __ ......;::,.._ __ __.. ___ ..;.._ ________________________ -::::==::------:7'"------;~:::-::--=----------,,------,:-------r--~~--...i....--~"---__,.

BM-7 V

A

B

C

D

E

F

G i-= u.

z

C/J

C/J z

I-ct Ii.I ..J Ii.I

I

TOWNSHIP

OLD

OF

BRIDGE

/J

01.D _&A

PERMANENT---~ ------

SANITARY SEWER _,,-- ALIGNMENT Tl E

P.l.,STA. 25-t-30±

~ ~ o IO 5S.

. B-I6 ~ 69 :::::--- ,.- - /388-

EASEMENT /

.....--t-~ •

______-1•

I T.M. I ------

---------BLOCK I

LOT49

~ ~·~·-77-----. ~--+-

/ ~ ~~ ~-- - ---) / ~--:: ~ -- ~ --------~ L / - ~8~15.;.-- ----.---rr:r-71 )

.. _,.. _ _ _ _ ,-,:; 14.59 ------------- ;:__ • ~

\)l ___ /,, • -·--~~ ~ \ \·---- 1·7 w, ---~~--~ ~ ~ - \ ~~~ ----~3:;J4.,.- ; _________ ...-I .,...-1--c-- \ 16 \ '

,. -- ..._______ ---~ -- ------- - /4 H 15 17 '.

, 31. 66° , -< ~ _ --- ----:::::::::-~ ......---------~~:.;:r:~=- 16 /5 ------- \ _, \ - _ " '/I " - .<,' ..-- ----~ ~ - • /9 /7 ,-,-;;,,_.-<"',~=-=-~--'-\_, \ ~

• 00 ' , 9 ---------- :! _ ~ ~ ----:::::.= 18 -N 9,670. 98 \ \ T.M.'<\\ N 12 ___.-- - - /1/ - E 11 , 633. 70 \ \ • • 14 _, _, 5 LOT 5/ rM.

'1.74

BLOCK I

N 9,A92.89 E 12,102.12 le, POINT "C·I"

N 9,429.63' E 12,268.50 P.l., STA. 25+30:!:

LEGEND

---TW--

FORCE MAIN

RIPARIAN LINE CD

TIDAL WETLANDS • ( 1971) @

WATER LINE ( 1977) @

GRANT ·LIN[ @

R.O.W. I PROHRTY LIN£ @

PROPOSED IEAIEMl:NT LINE

HAY BALES

l5-~~i3 / ;:::::-~v oRl'/EN 9,678.12 P.\.,L.ST\,· 32+17.59 B¥:_CK__fiO -~ LOT 52 I ----------- ,,--------

~ / _,,-- 8 AyvrEW E 11,636.54 1 . - . .,.. _ / _, ----=r.M. 1

-~--------------------- -. ,. llPOINT"D-1" \ \ \-- " ' • ---~ BLOCK I LIST OF !!£FERENCE MAPS _,, _ .,_ -\ \ ~- I LOT !53 (D ----~ I _\ _ _,, 'r'"" / RIPARIAN OVERLAY FOR TIOELANOs IIIUS #Ma->2II2 a•aN-2I11.

/6~-----7 y ' ,__ ·s\ .- I) WETLdlNDS MAPS _.511-2112 a #Na-2II1.

/ / f1 \ I •o~- ~.,. ,_ sq"gcf%r !JI I) TIDEJ..ANDS MAPS ""511-2112 a# Me·2111.

1/ , '.i..T.M. 1.14 \ \ f,--r---J\~ '\ J. (BM-7) f? ti) GIIANT OVERLAY FOftTIOELANDS MAPS #581·2ll2 a #511·2111.

18 _,_, \!-i \ I O(..OC\59 \ b/ ~- i :::!if..- f) TOWNIHl~O,OLDMlDeETAkMAPStltl,#l.ll-#l.I4allll.2SO..TED511/70.

I I __,.....,_.- ~ rRUNK rREE O L STA '"2 I ~ PK IN iz"cHERRY •

(11

1-

LIJ

5 LIJ

:c (/J

LIJ

z -

.. ____J

• LOT 11

~ \\_ -~-- _jl; PKIN~LE ALIGNt,,ENT TIE : ;;

• ..._ THE EXISTING R.O.W/PIIOl'ERTV LINES, IIIIANT LIW:S, 1 ~ i.--------. PK IN POLE P. · ,, ·,., -+ 7.59 V RIPARIMI LINES, TIDAL WETLANDS, -"l'!lt LINES, ITC.

T.M.\1.14 ~I ~ - Jc:,92 WEIii: PRE .... ltED UTILIZING INFORMATION OF V.utVINt BENCHMARK NO. ELEV. DESCRIPTION 1 BLOC . S? ;:::: ---r- _ __ ._ _ _. SCALES FIIOII A NUP""'fi. OF OTHER SOOltCES. TMIREf'Oltl:

1 ....., CHARLIES J. l<UPHlt, INC. DOt:S N()T CUTlfY As TO BM-7 14.37 SPIKE IN 6" LOCUST NEAR T.O.B

AND EDGE OF WATER \ _ i 1------ l PT."D-l"TIES l PT. 11C-l 11 TIES THIEIR ACCURACY NOR DOWIEMftEETOTHENtlll:Uat

- IV 0TH EltS . 25~-------.----,-..L--~::::::__--__ --,----,----,---L--,----,------.----.------.----.------.----,-------r------,---,-----,-----,--....::..=-----r:...:..:..:=::....:.._,----,-----,----.----;rr---,-----;,------,----,------,----.-25

I ...J :t:_

2Q-l-----l----1----l-----l-----+-----/----l-----+---.J----+---..J------l-----/----+----+~---/-----l-----l----l-----+---t-----l----+------lf-----+~~:=--=:~~X~NH-----f---,-+---f-----+---t-----+-20

-5

-10

- --: ., ct ..-m::::tcn

- - ID

I- \. !.'! .J.----+----1-------1-----1----1-----l----+-----+----l-----l------l----+----t--. --t-------11------+---t-----t----+-----i--'>,;-,-,---11-----t-+---~4---t----+----f------l-----l-lO

1,1,1

(/J

-~. . . €V ,CURC,~flv- J ~,,,, I ,,.... . , I

RIP ~ RAP T,VP I .i:-1 ~~=t====-~·:r==::j . Ut:. ,,.IL ::;, ;:" '·I •

1 / ~-~....... ,, +----t----+----t-----l----+----+---+------ll------+---+----t---+---t-----i--,2,.,ornrc,;O"R.,,C"'EF-.r.,:.4.-i1N;r,=c-:;,;ac,.;o;,aomo"--7"---t-t----""o; ~r ...... _ . O>

<I '2 t====t===t==~r====t===t====t===t==~===t===t====t=t=t====t==~+~~~~~~'.+~==tt===+~~~~-s;,:-:;:;::~1=:::::~t-=-=-=-=~tt~~-·-~-~-~-·-~ , .. {:t-=-=-=-=i~~-=-=-=-=~~::::::t::::::t::::::-1=1-- ...... ~~- ~~;: .: 0 l-----+---+-----1---. ;J-----1-----11----+---+----+---+-----1----+----+----+----l---lf----t----+----f-----+---,----t+--+------II------"'- -~~--- ...

f-----+---+-----1---==+----+----+---+-----+----+-----11------J- ---.J----+----l------ll---+-+---+----+----l----t----+-+---t----+---t-"~-....::~ .. o:?i-:........--=---+Hf+----Hl-----+1w---+----+----+------<

~i . . •.• -- ·-- •.-:- _, I • ••,;:,. •-

+------l---+----l---➔---+-,-----l---+---l----~C.::.!'L:::A:!!:S.~'S:......,:::5i~O.:::!.l~.P.:..... -+-----1---+---+----+--,.i..-+-----t---+".:..:"'-:..:-~:.;lc..:.n.:..:.'"';:.,.:'~.::.:::~D__,_P.:..:,l .. ..,·,'t--'J"",u"-'l"-'N"'-T=-t"'+----l-----i---+---t----i--i::::':C-::-O::'IIJ=:CR'::E':-:T::f:!!'14--4--1.J~..J..--__ ·1------+•---+----+--IO ENCASEME"T :C -'-'' · ~ "" v'"RDl NAI , ~..------1-·--+---,l-, ---+----ll---'t---+------ll------+---t---,,...57, 1rr1-,,_iarl-t--7 _,!!"urr,lffl r-rr"',J..,n,.,.-,-=-n,;-t,, .-,. ,un_,~ ... --+----t-----1-+----t-----l~ .~_--f-----+---+--'---1

,., .-Jr'I /J'/-

I ~ -15,.:...i ___ _J_ ___ i__ __ _L,_ ___ .1...._ __ ___L ___ _J_ ___ i__ __ _j_ ___ .1_ __ -l ___ __i_ __ __J ___ _j_ ___ .1_ __ -l ___ ..J.._ __ -=1---....l....---L:-----L---,1-:-.l,-----'------1-:-:----'-----:-,L-,--...L..J.._ __ --1. ___ ...1,._ __ -:,:;-'-,,-::,----L--- 35+00 35+00 34•00 33•00 32•00 31•00 30•00 29•00 28•00 24•00 23•00 22•00 . 27•00 26•00 25+00

.. a:> 0 These record ctawilgs were prepared by.Kupper Associates "' ,.._ ~ . u, from data furnished by the construction manager and/or the ~ .,; . .., ,..: MARQUIS general contractor. Only record data •• fl.rrished by others •·' ;;,: '> I CREEK has been incorporated on the drawings, al othel' Items '> z z >l rernaltig as shown on the ..,-bid· contract drawings.

z - z -

.,. 0 tO IO a> r<i .,; d >l >l I

>l z z z - R RMflNQ $---l----11-----------t--t---iDESIGNED : W.M. 100 80 60 40 20 • 0 10 ?Q LICENSE NO. 13623 LAURENCE HARBOR

FORCE MAIN

PLAN AND PROFILE

8 - - .. - - -·· SCALE I " • 50' NEW JERSEY PROFESSIONAL ENGINEER

REVISIONS APPROVED' C.A.IB.

10 5 0 5 i 1 ~ SCALE t = 5 1 t;!ARRY S. ALLEN 'I 1} ( C,__ , 7 /7q f\1 -- 1 . ~

C:HA,._ •• ~.- .

Ku-.-.111, lf'IC•

15 STELTON ROAD, PISCATAWAY, N.J. 08854

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

MIDDLESEX COUNTY NEW JERSEY

CONTRACT NO.

S;CALE: I" • 50 1 HOR. I"= 5' VERT. 41

i

C

D

E

F

G

I

2 5

2 0 l z 10 en

(l) 5

Cl) z

I-w .J I w

\ I

2 3

RARITAN

ALIGNMENT TIE

45° BEND

STA. 22+25.16 "'

b -

N 9,265.02 ' E 12,535.43

45° BEND

N 13 20' 19. "W

:? 1

I

N 9,143. 15 E 12,500.02 li1 POINT "B-1"

SAND .FENCE

~ N Z C, !!l N

<t en

I

I \I

UJ

a -- .... - ·--.EEfl., -i

23•00 22•00 21•00 t--t--t----------t---1--~oESIGNED : W.M.

-· REVISIONS APPROVED : C.A.B.

BAY

N 9,013.24 E 12,595.13

P.I. STA. 19-t-65:!:

"a-1'.'.- P. I.

"' "' ALIGNMENT TIE

P. I., STA. 19+ 65 :!:

- " • 'A/N-,,., .

20•00 19•00 ,...

C\I • V I z

100 80 60 40 20 0 10 20 - - .. - - -·· SCALE 1" • 50'

10 5 0 5 ._ i I~

SCALE 1° • 5'

TOWNSHIP

OLD

. • ,., - no7Jlf0' .<:L . -- .

K~ .,J KAIN'"-U I"" 11"" C. .. 11'41~ ,

,-, .c. ;-; Ur "" - 11'1 lJ,\,,,, ,.., ,.,..,.. ~&: nJD

I llj+00 17+00 16•00

0)

• I<) I z -

LICENSE NO. 13623

NEW JERSEY PROFESSIONAL ENGINEER

HARRY S. ALLEN •

I/~, I IJ l{_ . _ , zj;/s1"

15+00

CD

'II; -I

z

7 8 r.;---;:;-::;.:;-=,...-=:;:;- 5 N 8,344.68

--J E 13,084.59

37°46'48" BEND

N 8,445.21 E 13,011.00 l POINT ''A - I"

L.--~

I I

N 8,203.95 E 13,080.73

CONTRACT LIMIT

<tt

"' en

10 11

-------8

BENCHMARK NO. ELEV. DESCRIPTION

r~=-~.:..:..:.....:..:..::.=-r=:=:~-t--=---~~~:.!..!~~---_J~ ':::::~?M;;.:-~8:.,__=-~9~. 8'..,'.:2:_~BO~X~CU~T~IN~C~ON~C~R::ET~E:._:S~LA~B~ _ _j a:

PROPOSED LAURENCE HARBOR

PUMP STATION CONTRACT 40

(BY OTHERS)

I

"X"- CYT INTO

MANHOLE RIM ..J.l

I .. s1~-- -f-f.- A_ ., CY

, P.K IN SMALL

'REE

l PT. "A" TIES

I a::

-. I-

I 5

I 0

0 z

"0 ,:-.-. I --~ 1, ZU r.r•u .

. . . ..._, • .,RJ,c. i..: I

-- I -..___ 0 i·~ ---

-5 -

I-

I -1

I ""' ::, 14•00 13+00 12+00 11+00 10+00 -- -1 15

C\I IO L !hese~_:-~ _drawi'lgs were prepared by Kupper Associates om nishecl by the construction manager and/or the cJ I general c.~ _actor. Only record data as fl(nished by others

• - ◄ has been 111eorporated on the ci"aw.lngs, all other items ~ , remamg as shown on the as-bid contract drawings. _

-R■CORD DRMING

9 •· c:t-lAl'L·• ..J.

~...,.. ...... ,il'IC.

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

LAURENCE HARBOR

FORCE MAIN

PLAN AND PROFILE

MIDDLESEX COUNTY NEW JERSEY

15 'STELTON ROAD, PISCATAWAY, N.J. 08854

CONTRACT NO.

41 SCALE: 1"•50' HOR. l 11 • 5' VERT. DATE:

z w ..J 1'"

PIPE

EMBEDMENT

ZONE

PIPE EMBEDMENT

ZONE WIDTH

(SEE SCHEDULE l

12" MIN.

UNDISTURBED

EARTH OR ROCK

SURFACE

TOP OF BELL

SUITABLE BACKFILL

MATERIAL

,,, , .... ,. I"' BELL OD ., ., .'. ·,·c:- U! , '~~...a..----::r..&----"'--l-,:';±t!lf:,h· ~- 6"f MIN.

REINFORCING STEEL

(SEE SCHEDULE)

3" MINIMUM COVER

~111

CLASS "B" CONCRETE

CLASS "A" MODIFIED BEDDING

REINFORCED CONCRETE CRADLE

PIPE

EMBEDMENT

ZONE ' 16

BAR

DIAMS.

REINFORCING STEEL

(SEE SCHEDULE)

31' MINIMUM COVER

PIPE EMBEDMENT

ZONE WIDTH

(SEE SCHEDULE)

BLE B

MATERI

I

UNDISTURBED

EARTH OR ROCK

SURFACE

12" MIN.

6" MIN

BELL O.D.

I . . ,;,,. ), . •i:;· ,. ;'_; ![--t- •• :,,;,.. .. i ·:~== 611 MIN.

Ill lt~''SS(j J!!..,-~

CLASS "B" CONCRETE

CLAss· "A-1 11 MODIFIED BEDDING

REINFORCED CONCRETE ENCASEMENT

REINFORING STEEL

(SEE SCHEDULE)

w 3" MINIMUM COVER z z w 2:

w m 2:

PIPE EMBEDMENT

ZONE WIDTH

(SEE SCHEDULE)

---UNDISTURBED

SURFACE

6" MIN. TOP OF

BELL

1/2 BELL 0.0.

<!> ·,_l_ z w z z w 2:

w m 2:

w w a.

w <!> w z

, a. 0

a. fa g

; 1/4 BELL O.D. !!!

4" MIN. ~

a.

m

6" MIN.

SELECT ~MITERIAL NO. I

(Cl-OKED CRUSHEC STONE)

ROCK SURFACE UNDISTURBED EARTH

CLASS "A-2" MODIFIED BEDDING

REINFORCED CONCRETE ARCH

l----l--.+-----------1------11-----lDESIGNED. T. S.G., W,M.

5/89 RECORD DRAWING DRAWN• P.J.M.

w z w 2:

w m 2:

w w a.

a.

PIPE

EMBEDMENT

ZONE

;a:

w m

INSIDE DIA.

OF PIPE (D)

EMBEDMENT

ZONE WIDTH

(W)

T

(SEE SCHEDULE)

..-.-UNDISTURBED

SURFACE

SUITABLE BACKFILL

12" MATERIAL/ MIN.

:rDP OF BELL

BELL .

' 1/2 BELL O.D.

z

BELL 0.0. w

4"MIN

SELECT MATERIAL NO. I

(CHOKED CRUSHEfl STONE)

ROCK SURFACE UNDISTURBED EARTH

•. CLASS 11B11 MODIFIED BEDDING

CHOKED CRUSHED STONE

PIPE EMBEDMENT

ZONE WIDTH

(SEE SCHEDULE)

12" MIN.

w z N

I-z w w m 2:

w w a.

a.

TOP OF B LL

CLASS 11 B11 BEDDING

--SUITABLE

BACKFILL

MATERIAL

UNDISTURBED

EARTH SURFACE

SELECT MATERIAL

NO. 3, 2"TH,ICK

SHAPED BOTTOM WITH SAND

PIPE EMBEDMENT ZONE WIDTH

SCHEDULE FOR PIPE MATERIAL

OTHER THAN PVC ANQ PE

4", 6'; 14'; 15'; 16" 18'' 20", 21" 24\' 27" I a", 101 : 1211

3'-6" 3'-9" 4'-0" I

4' 311 - I 4'-6" I 5'-o"

PIPE EMBEDMENT ZONE WIDTH

30"

5'-3"

SCHEDULE FOR PVC AND .P~ PIPE

INSIDE OIA. 411 611

1511 • OF PIPE (0) 81~101~1211

EMBEDMENT

ZONE WIDTH 3 1-011 31-611

(W)

1811 20•: 21" 2411 2711

31-611 41-011 4 1-011 4 1-611

LICENSE NO. 13623

NEW JERSEY PROFESSIONAL ENGINEER

RRY S. ALLEN

f 1J CL :· 7/zr Irr w z I-z w 2:

w m 2:

w w a.

a:

<!> z w m

PIPE

EMBEDMENT

ZONE

PIPE

EMBEDMENT

ZONE

6"

MIN.

6" MIN

TH

(SEE $CHEDULE)

6" MIN.

UNDISTURBED

SURFACE

t TOP OF BELL

0.0.

N.

SELECT MATERIAL NO. I <!>

( CHa<ED CRUSHED STONE) Z

0 w

ROCK SURFACE UNDISTURBED EARTH

m

CLASS 11C11 MODIFIED BEDDING

CHOKED CRUSHED STONE

PIPE EMBEDMENT

ZONE WIDTH

(SEE SCHEDULE)

1/4 PIPE O,D .. --i---t

6"MIN. TOP OF BELL

~-SUITABLE

BACKFILL

MATERIAL

"-- UNDISTURBED

EARTH SURFACE

SHAPED BOTTOM

CLASS 11c 11 ORDINARY BEDDING

SHAPED BOTTOM

UNDISTURBED EARTH

OR ROCK SURFACE

--~Pl"':PE~E='Ma;;BE=cD=':M;;a;E=NT~----i!it

ZONE WIDTH ~

I

I\

SECOND STAGE 1

INITIAL BACK Fl LL lOP F BELL

FIRST STAGE 1

INITIAL BACKFILL

HAUNCHING

BEDDlfl!l3, 1/4 PIPE

O.D., 6 MINIMUM

SELECT MATERIAL NO. 6

WHEN ONSITE SUITABLE

~ MATERIAL IS NOT AVAILABLE

ROCK SURFACE J UNDISTURBED

EARTH

PVC AND PE PIPE

. I.

2.

3.

EXISTING

GROUND

GRADE

DEPTh ( H)

MAXIMUM PAVEMENT

• PAYMENT WIDTH

H/2 w H/2

MAX ~.,__;__---~/

PAYMENT~

WIDTh

TOP OF BELL TOP OF

PIPE EMBEDMENT

ZONE WIDTH

SURFACE

ZONE

TRENCH

BACKFILL

ZONE

EMBEDMENT

ZONE PIPE EMBEDMENT

ZONE (SEE DETAILS

FOR·VARIOUS PIPE

MATERIALS)

TRENCH DETAIL

NOT TO SCALE -

TRENCH EXCAVATION AND BACKFILL NOTES

THE MAXIMUM DRY DENSITIES.SHALL IIE DETCIIMIIICD IN ACOOilOUICE WITH ASTM"OESIGNATION 01551: THE MINIMUM Pt:ACENTW OF !:CIFPISCTION 10. AClllfVCO M'

THE COIIITRACTOII 1H THE VAIIIOUS ZONES IS AS R)LLOWS: •

PIPE ¥$TEl!IAL LQSitJMII ..

Sllf'FACE ZONE: ALL UNCCJt Nll'«IIDfT

TRENCH BACKFILL ZOIIE •

PIPE EMIIEDMEIIIT ZONE::

THE MINIMUM COMMCTIOH IN EMeANl<ISENTS SHALL E _,.., , .. I

FOIi DEPTHS (Ml TEN (IO) FEET 0lt LESS NII WM WMEM: THI: llC,...TQ W,TIW\1. • .

UNSUITAk.E l'0R UCKFILL ANO •rm· I llll"LACl:-NT .WITM Oll't"IITI IU'T♦ffl • l"C. ~ • MAl'f. .. lllAL, TH£ MAXIMUM PltW LIMIT .OPPlll'.E IUITML. I 3$CVILL IMTIIIW.. .llLL. • .•· • THE l"'lll'E :tt?EC-NT ™ .. ,0Tl4 (W ,.. .. IOWN ON 1'MI'. ..... er 1r:r•ilT WIDT .. edr:rmn:11

WHE!~ (H) 1.S GM:ATER THAN TEN (10) FEET IN MEAi WNEM: ntf EXCAVllTED •ll♦ff~ Pl :

UNSUITAIILE R)II IACKFILL ANO IIIEQUlll£S llf" ACEMOIT WITH. CP'P'SITI:. IUITAll.[ MCICnl.L MATEIIIAL OIi IELEC1' MATEIIIAl., THE MAXIPIHI MY LIIIIIT POii O,:P'11T£ IUITMl;[. Pl 1 ◄ti Olt $ELECT MATEIIIAL SHILL nc ' THE ACTUAL WtOTH OIF THE ra...-.... L IIECTPOIII 111a Ill :

ON THE. DETAIL (MAXPMUM MYM£NT WIDTH LINES). •

TH£ PAY LIMIT FOIi WtOTNS OF IIOAC Pl"! MV£ltll:NT MAT£111Al. lll"LL K .THE Mrv,a[O • I WIDTH PLUS TWO (2) FEET TO A MAXIMUflP LIMIT OF W+-H, '

4. THE MY LIMIT FOR WIDTH FOR PIPE EltKDlll'.NT ZON[ MATEll!Al.S SUCH AS CCIIIClllT5 , CRADLE OIi ENCAUMIENT; 1£DOIMi, tulTAel.E MAT£1Ul. F1101111 OFF SITE IGUIIC~ OIi lfl.f(!T1

MATEIIIAL; AND IEL[,CT MATEIIIAL IEUM' GRADE SHALL IE THC. Pill£ E•tcrc::T-JCIII[ /

WIDTH. •

. 5. • TEMPOIIIARY PAVEMENIT SHALL IE PLACED ON THE OISTURIED WA OF TH[ TM:NCH

EXCAVATl()fj ANO MAINTAINED UNTIL THE P'Elttn♦NENT MYEltlENT 1$ INITALLED.

6.

' 7.

RECONSTRUCTION OF CUltlS ANO.Ot WALKS IIEMOV£0 WI.THtN THE MAXIIIIIUlil ftAcYll(NT WIDTH SHOWN SHALL. IE l'lllO POii UNO£R THEPII 11£Sfl[CTIV£ IT£•.

. I PAVEMENT EXCAVATED IEYOttO THE MAXIMPJM. MYll(NT WIOTM SIIALL 1£ 111:laAClO WlTN/ THE FULL Ot:MN PAV(MlNT ~,TH AT NO AOCM .. 10NftL CXllT TO 'M O'Hlflt. . /

RE BAR SCHEDULE - REINFORCED CONCRETE

PIPE 1.0. 4" 6" 14"15"16" 18" 20~ 21" 24" 27" 811 10~· i2'' •

TRANS. STEEL

CLA t.!00., CU.... A-I MOO., i4(ii)l2 ,t14@10

CL. A-2 MOD.

+14@)8 #4@)6 #4 (ii)6 *4®6

LONG S;TEEL .

*6 BIARS 3 3 3 3 4 4

CLASS A !MODIFIED

LONG STEEL

+6 BARS 8 10 10 10 14 14

CLASS A-I MODIFIED

LONG STEEL

•6 BARS 3 3 3 3 4 4

I i

' j

*5@8

5 '

. This drawing has been inck.Jded as a part of the record doc;:wnents In order to present a complete set of drawings.

However, this sheet does not contain any as-built information.

CLASS A-2 MODIFIED .

C:I-IAfllllL.•• -'· Ku-,-•r"• INC:.

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

LAURENCE HARBOR

FORCE MAIN

MISCELLANEOUS DETAILS

PIPE BEDDING

MIDDLESEX COUNTY NEW JERSEY

15 STELTON ROAD, PISCATAWAY, N.J. 08854

SCA!-.E : NONE DATE :JUNE 1986

CONTRACT NO.

'I

8 '

C

D

E

F

G

M.H.

NO.

41-1 41 -2 41-3 41-4

41-5 41-6 41-7 41-8

I ~ j· i

1'[ -

2 3 4 5

MANHOLE SCHEDULE LEGEND

M.H. TYPE TYPE M.H. PIPE DIAMETER REMARKS

SCS = SPECIAL CAST IN PLACE STRUCTURE

PC : PRECAST CONCRETE MANHOLE

STATION M.H. COVER (INCHES)

23+60 PC WLC 20

47+00 PC WLC 20

51 +15 PC WLC 20

68+25 PC WLC 20

83+75 PC WLC 20

88+90 scs WLC 20

91 +78 SC$ WLC 20

93+3!5 PC WLC 20

MANHOLE AIAME a COVER (TYP.l .

1, .

-6 • --i.- • ·i

___ r-___ _

CONE TOP

4'-0"

CEMENT IIOITAR ANCHORAGE

FOR MANHOLE FRAME (AS REQ'D)

ADJUST TO GRADE WITH COURSES

OF BRICK OR PRECAST CONCRETE

GRADING RINGS (2 COURSES MAX.)

PIPE ·DIMENSIONS

DIA. -~ A C

l"TO 24" 4'-d' 5• ,.

27"TO!I/{' 5'-0" " ..

42"To• 6'-0" 7• 8"

BLOW-OFF MH ON PILES

AIR/VACUUM MH

BLOW-OFF MH

AIR/VACUUM MH

ON PILES

BLOW - OFF MH, ON PILES

SPECIAL STRUCTURE, ON PILES

SPECIAL' STRUCTURE ,ON Pl LES

AIR/VACUUM MH

2'-d' 3'-0"

WLC : WATERTIGHT LOCKING MANHOLE FRAM£ 8 COVER

RLC = STANOARO ROAO TYPE LOCKING MANHOLE FRAME 8 COVEti

.PLAN

SLOTT51) HOLES (TYP.)

STAINLESS STEEL CAP

SCREWS (6) REQUIRED

FOR SLAB TOP

WATERTIGHT

PICKHOLES

z

:IE

'b ·' 2

30" WATERTIGHT I.OCKIN§ MANHOLE

FR:tlf I COYER

,. .i..--1----+'t-----ALUMIHUM LAOIDER

• I • (SEE DETAIL THIS SHEET) (W.L.C.)

VALVE DATA•

GATE VALVES•

SIZE: 2011

MANUfACTURER• NEWMAN 's, INC.

TYPE• NPS 20 CLASS 125

FiGURIE NO.• 62F·IB7·GO

OPERATOR• BEVEL-GEARED

GATE VALVES•

SIZE• 8°

MANUFACTURER'• FAIRBANKS

TYPE•· SOLID WEDGE • D.S. a Y.

FIGURE NO.• 0405

PLUG VALVES•

CHECf< VALVES•

St:ZE• 8" MANUFACTURER• M a H VALVE CO.

TYPE• SPRING a LEVER CLOSURE WITH

BRONZE FACED CLAPPER .

ST'Yl.lt NO.• 59-02

SEWAGE, AIR VACUUM VALVE (COMBINATION)

St~•~ . •

MAINUFACTURER• MULTIPLEX MANUFACTURING CO.

SEIRIE$• S30AB •

SEWAGE,AIR RELEASE VAi.VE SllZE• 2" ~

MANUFACTURER• MULTIPLEX MANUFACTURING CO.

SEf!IE~• S201.

6"fLANGED MUSHROOM Y,iHT

W / SST. IIRDSCREEN

•-6" D.I.P.

TROWEL FINISH

TYPE• ECCENTRIC

MANUFACTURER• DEZURIK

SIZE 1 2 11

FIGURE NO.• 118

DWG. NO.• A-13482

srzE, 811

FIGURE ND.• 118

OWG, NO. , A-22503

ROUND RUll8ER GASKET

AHO CEMEN1T GROUT AT

"8" EACH JOINT

.,...--+"~+· -FLEXIBLE MANHOLE SLEEVE

~-CICOOlt .. ·r•&cTED SELECT

MATERIAL NO. I

41"

I . .I

SECTION

PRECAST CONCRETE MANHOLE AND COVER DETAIL

MAT'L-6061T6 ALUM.

ALLOY RUNGS - BAR .

1• DIA. ~

RAILS a BRACl(ETS- IAII 2· IIZ"a Ill" ~ FASTEN W/ 1/2 304 SST-i i.-7• IOI.. TS a EXP. SHIELDS.

• I ... ► . - t::

. . . •· . . -~ •-, 1 I

' I

• I I

LADDER . DETAIL

I• '

QTAR PLACED AFTER

INSTALLATION , .

, l

---t 1■1-- .MORTAR PLACED AFTER

INSTALLATION

ROUND RUBBER

GASKET

TYPICAL MANHOLE JOI-NT DETAIL

CLASS "A" --hP

CONC. FTNG.

. ~ ,. FLEXIBLE--~

COUPLING !~~.

6"M.J. WALL

FITTING ·,

I fh SLOPE Jl1'•FT •• .-~~rw·1~:~~:-

ORDIN"¥'Y IEOOING •

MANHOLE

&" D.I.P.

FLEXIILE

MM J01NT

LolSTANCE VARIES BY LOCATIONS

SHOWN OH PLAHS OR AS DIRECTED

BY THE ENGINEER. DEPTH FROM

FINISH GRADE TO CE,!"TERLINE OF

PIPE SHALL BE 3'·0 MINIMUM.

REMOTE VENT DETAIL

NOTES:

1. LENGTH AND WIDTH OF SUIPPORT SHALL BE EQUAL TO THE

0.D. OF Tl-jE PIPE PLUS 6 INQHES.

2. HEIGHT OF SUPPORT SHAUL 'EXTEND TO I INCH ABOVE THE

IJ\WERT OF THE PIPE .

3. ALL EDGES SHALL BE BEVEL~D I INCH.

4. PIPE SHALL BE SECURED IIN PLACE WITH A STRAP ANCHORED

TO THE PIPE SUPPORT WITH CAST-IN-PLACE OR EXPANSION BOLTS.

5. PLACE 1/2 INCH NEOPRENE AT CONTACT SURFACE BETWEEN PIPE

OR VALVE AND CONCRETE SUPPORT.

#5 Ceil 12"

CONCRETE PIPE/ VALVE SUPPORT

N.T.$.

J-...-1--+--~-----=-· "-'· '---,--t--+---IDESIGNEO : T. S.G., W.M. LICENSE NO. 136 2 3

AWING

SHEET

NO.

PIPE

g

STATION

10 11

PIPE ALTERNATES a DESIGN

REMARKS

w

0 z

IAMETER FROM TO P.C.C.P. D.I.P. P. E. STEEL

1■-~--+-~~+~~~~~~➔•L..,BS..,/~L •• ,_F.,+-C;,,;L_,A.;,;S;,,;S;...,_.;S;.;D;.;.;,R_+---~------------■-I 0~

2 . 20" 99+00 100+00 3500 50 2,3 20 93+50 99+00 2100 50 ! 20" 92 + 50 93+ 50 3500 50

3 20" 92 -t 48 92-t 50 4000 50

3,4 20 78+25 88+58 4 20" 72+00 78+25

4,5 20 11 64+50 72+ 00

5,6 20 52+75 64-t 50

. 6 20" 49+00 52+75

6,7,8 20 28+75 49+00 8 20" 25+50 28+75

8 20 23+60 25+50 8 20" 22 +86 23+60

8,9 20" 22+00 22+86 9 20" 191-50 22+00

9 20" 10-tOO 19 + 50

600•0 510•0

1!5 STREAM CROSSING

PIPE ON PILES

PIPE ON PILES

PIPE ON PILES

PIPE ON PILES

PIPE ON Pl LES

STREAM CROSSING, ON PILES

PIPE ON PILES

PIPE ON PILES

PIPE ON Pl LES

P'tl'I DfllM ¥HfDt¥ f NAJfl ' • • I. WMPfV[II INOWN 0tl THI D[lltN 0•.w• "ll!C.C.1° INAL.L MIAN "IIM:ITllllllD OOUCMTI CVLIMDIII """'',"D.I.P."

SMALL MUN'•oocrJLE iilON NIE""ANO"PE"SHALL MEAN HIGH DENS.ITY POLYETHYLENE PIPE" ..

2. THI ""'™IUD CONClllT[ CYLINOIII l'IP•[ Sl,',ALL * or11,rco II :rdo•DtNCI WtTH TH( [)(Tl'.MIAL I.OADlfllG AND INTERNAL l'IIIESIUlt[ GWEN Olli THII IHllT.

I. EXTIIINAL O[SIG,j L0AO II IAKO .Otl THf 111H [M.l(Dfll(NT ZOii[ .WIOTH INDICATU 0tl TMf Kllll.1 DIIAWIIIII.

THI I'll'£ EMIIOMl:NT JIJIIE WIDTH INALL MOT K LAltGl'.11 TMAN- Al •10•1•.

4. EXTElilNAL LOAD GIVEN P'Oll ftlf'£ 0tl ,W..[I IS IAKO 0tl ,osn'IVE IIII0NK'IIIPIT [AMM LOAoD WtTNCM.IT LOtO f'ACro... l'IH AND WAT[II WEIGHT SHALL pt: AOCllO AHO TOTAL L0AO VIID ~ 1"tN 0N lltl.£ Dll'IIII.

• 5 .• 20" ~ MAIN '9N: SHALL I[ DCSIINID l'Olt Ml OHIIATWG l'IIIUIUH 0, 35 Kl. MID A TUT ,.1111 r•E ti 70 fl!l,J.

6. EXTERNAL DESIGN

INCLUDED.

LOADS, OTHER THAN FOIR PIPES ON PILES, ARE THREE EDGE BEARING LOADS WITH BEDDING FACTOR

SCHEDULE fOR RESTRAINED PIPE LINE LENGTH

2# 5 TYP.

DEPTH

OF COVER PIPE

OVER THE DIA.

PIPE

UP TO 8' 20"

8' TO 12' 20"

121TO 16' 20"

AT POINTS OF DEFLECTION

MINIMUM LENGTH OF PIPE LINES

TO BE RESTRAINED IN FEET

ANGLES OF DEFLECTION IN DEGREES

90°TO 61° 60° TO 46° 45°TO 31° 30° TO 22·1/2° 22°TO 11°

32 16 16 16 16

32 16 16 16 16

16 16 16 16 16

REMARKS

L • MINIMUM LE•TH Al n• C ♦TID

IN TNI CHART.

e ■ .UIILE 0/1 IOIZONT♦L. Dl'LICTIOlf

I. WMIIII IXTPIT •'7 .ITIIAINID JOINTI • •101•1 ON TNI Jllltl0P1LIS, TNIY SMALL IUNIICZDI TMI t JI ICM~I.

Z. MAa .. S11O JOINTI IMAL.L • IM[D AT l'illllV MOIIIZONTAL UICI Yl"'f'C4L [LIOW . .•

1 ALL ~ JOINTS ON IOTM IIDE 0/1 ILIDW IMM.L AL.ID K w••111wo WITKIN TNI LENGTH OF l'IH L.INI IN ♦e:co.o,,MC[ WITN tclCOll'..I.

4. TOTAL LI.TH OIi TMI 1111 ... AI .. I> NICI ,_T U01 DIP\.ICTION 114AI.L 11: TWICE THE LEKTH •JOWN ♦IOYI OIi AS IIICl lfll ON TN[ 11 ... 11111.' ·

2 #5 l ••

3 +6 BOTTOM (TYP.)

11/2 T&Bl

I TOP, I BOT. .I'

#5(ci)6" OP T

EA. WAY

346 BOT.

I TYP. I

r-, ,--7

I I I I

- 1..-<: - '

TYPICAL SECTION

PILE SUPPORT DETAIL

i--_, (\I

These record drawings were prepared by Kuppec Msociates from data flrniehed by the constructlQn manager and/or the general cootractor. Only.record data as flmiahed by others has been i'lcorporated on the clrawi'lgs, al other Items remahilg as shown on the as-bid contract drawings.

OLD BRIDGE

l'-5-1 31-011 l'-5·1/2

5'-11"

'in

2#5 X 4'·3" (1/2 T 8 Bl

PLAN - PILE SUPPORT DETAIL

R■COR

LAURENCE HARBOR I I

DRAWN: R.N.

OFFICE ·JWR

CHECK~D' • • •

NEW JERSEY PROFESSIONAL ENGINEER

RRY S. ALLEN

CHA .. . ...J.

K....-.-.... , .Nc::.·,-: MUNICIPAL UTILITIES AUTHORITY

, FORCE MAIN

MISCELLANEOUS DETAILS

MANHOLE a PIPE SCHEDULES

II OF 17

DEP

7/31/85 SUBMITTED TO N.J.D.E.P./C.O,E.

NO. DATE DESCRIPTIOl'i)

REVISIONS •

FIEl.0 . RA R

CHECKED· • • •

---1

APPRt>ve:o: C.A .B.

✓ C L . ~i- 15 STELTON ROAD, PISCATAWAY, N.J. 08854

MIDDLESEX COUNTY NEW JERSEY

: NONE DATE:J

CONTltACT NO. • 41·

C

D

E

F

G

REMOVABLE

2'-11/4"

FOR TYPICAL REINFORCEMENT IN

FOUNDATION, WALL~, ROOF SLA!3 •

ETC. SEE SECTION B" THIS SHEET

3'-o" . 3'- o"

4 ,_ 9"

PAVEMENT

-11-

• ' I

CONCRETE I I I

• PLANK FOR DETAIL I I

SEE SHEET 14 I I

I I I

EL.5'. 67 ii ' I j!

.• '•. ' ••• .·.,:. I I,.• .. ' ...... , i

•••• : • •• ·.11. .

I.. - • . ~- . .

: . .. ·. ' .... I •.

- . T.' ..• ·. 8" BLIND ·.·

FLANGE

6" D.I. P. TO =--=- ... ~ REMOTE VENT --· 2O"WALL PIPE

SEE PLAN FOR . EL.Z.00 _78" c.v. DRILLED

LOCATION TAPPED

WATERTIGHT LOCKING (W.L.C.)

MANHOLE FRAME AND

COVER FOR DETAIL

SEE SHT. II

t" •" t\ .. :

'."T • c' • . . :

-1" EXPANSION

.. JOINT

5 6 7 8

6"D.I.P. VENT WITH

- FLANGED MUSHROOM

VENT CAP AND S.ST,

i ,BIRD SCREEN

1'-3". 3'-o" . 3'-0" 2'-11/4" .-r.=-.

loc---+,--'--"------t, i.--=---=----14'-=--..:..ic.,I...., 2'- 6" l'-O'' 2'-6" I '-0" WATERTIGHT

I LOCKING ( WL.C.l 0 _, REMOVABLE CONCRETE

PLANK FOR DETAIL---~

SEE SHT. 14

MANHOLE FRAME AND

COVER FOR DETAIL

SEE SHT, 11

~# 6@6" I .Q

1\ •. -,, • 11 ,. -r," {1 # 5~6" ---+--.;a.tt;h=,,s,d~,----- ' , I

... _ '..:... · .... I •.• • · .. , _ _ _ ~.--.. ~ .. , I 1 ..,_ ___ __;£.=.:'L""._;:5..:.c.'6:c..:7_ :Ii.•-=~ - -...;. . • . • • .• •;·. •· • r I I =Q)

I " • . :l .• ~(: I I -:.!

--~- ,•.. .. '• ---- -·· l 1-+--.i.

GRADE

• ' ' 8'1 BLIND '\. ,-. "T. I I

l"EXPANSIO-::_N;_•-~111--'· -= FLANGE~ "-.#4@16" • ·•··r 11 w---f-iN8~f6~ ENCASED JOINT • 3 _# 8 r,:=:::; ,°,· .• 11

# 5@1 6 " ~ .-, ' 2O"Wl.l PIPE • 1 ~ "--:::.;:t.;1 -1!:l.z..•4-_"".

(TYP.l r-, DRILL D AND B"C" EL.2.00 "--, ... "a, .;,··· ·:.c:. TAP.PEI lo==-1 - ·•· 2"NPTTAP 11----.J AND\ >(8" 0 z •· • ' • I

111/4° FL ._,

:ii! . . . G.V.

. . . ;,. z I : --...... :i FLEXIBL • . . , >(e'G.v. v-~ll~EGATE i ANGED ~+-------''- CONCRETE VENT SUPPORT

I I

2011 ,_ I IX 20" X 2O"x8' I IX PIPE ~ TEE I I - i,:. __ -- ~ - • ,

• FLEXIBLE .

~L ,&OUPl,.I G

; j .. • SL1 PE CONC. PADS- ~ EL. VARIES ...

• . t ·-

, .. : ~-: ·. CT ~-~-.. :::;·_··, '•. . I

L_ __ J

.TIMBER -

"w PILE lTYP.) "--...

I 0 EL. -7,33 l • 1.~-7 r--1 ,---, I I ' I I

11-O'~ r-~, 11'-o"·

15'-o"

SECTION A

SCALE: 3/8 11= l'-0" 12

I i' -1n I I 11

I /// I I flt I

I ii I '';'LI .. ;t- -1Jj.

I 21-0"

I (MIN}·

• I

I •' . :

I

I .• ·. --, r ---., .... . ·:

r . 1!_ .. , . . il:, ·: ••

I i'-3' 31-6'

BEND

TRANSITION COUPLING

PE TO D. I.P.

_ • , COUPL1N1 • J 1 ~" -.fil.. m.-✓-:,___J~ _

--~ J 20" ,... 2" IN.(Ty

- ·• ,t . -·m=:t I IX I l 2O'x2O'x8" spi~: ~ 11/2;+, •

-1'--3+,,+-

-\,-,,.,.4 ,._~p~•E

POLy,,. no" ~ II -.THy .. E'1'~'1\..iN , , • ~

P.J LENE: ~O\.'I ? •- o" , i CONC +--+-------1------1-- • · • t

1/8" RU

NEOPR

ALL AR

P.AD" ;· · ·•··

BBER OR 1/4" lMIN.l • ' !i, ..11'i-=,1;, ~ SLOPE '..~ • • .\

ENE WRAPPING , _ _ _ • , • ••••

ouND 11v4• FLANGED •• • ., k . . TIMBER

BEND '" #6(cil6" -:,,,, • ' •. ;,__ PILE (TYP.)

~~~=...,~~r-----7-·-~=1.~ ..-......... :.., .... -r:,:.~;:'::"~~··1-:1.---4=f· /9:L..:·u,u

""'····'!-.',I~-:-... ~ ;-7 :- - 1 ;--! & --~-~~- ·~;_ .. ::_; EL.-7.33

I I I --l---='--'-=::

EL. VARIES

31-s'' 1'-3" 13'- 6 11

20'-611

SECTION B

SCALE: 3/8" = 1'-0" 12

3 EQ. SPCS.lnl 4'- I' EA. = 12'-3"

• I II

r-1 '/2 ,-.....l'-o" 3 EQ SPCS la 4'- 1,1" EA= 14'-9"

INDICATES 1:5 BATTERED

--+- PILE AND DiRECTION

OF BATTER

TEST

1:1

PILE/

J ,._ .

I

IQ

I

-+----------t , , • • 1·. • •• • . / \ ~ < l . . . \

' ,..._:/ ..... :~;: .·:7 ·. _, ~----+---,.;_;;;:...,,

- •.•:•,,:X£L.-fl..62 u, ·· ALUMINUM

~ ', • · . .' LADDER _ _,,.,

· - ~--~----.. · ·= =.::: FOR DETAIL

O T.IMBER PILES ,,.::..\ SEE SHT. 11

" CUT-OFFEL."6.83--1--.+i J i'-6"SQ.x.6" ct LENGTH VARIES '- SUMP PIT LLl 13 REQUIRED = It)

I rt) (!:t

!'.i 0.

Cl) ..... s D,"

IQ

12 ./ -

1~0• 11-311 I I' - O" 11-3 11 1'-d'

• 3'-6" l5'·6" I ., FOUNDATION AND PILE PLAN

Sl:ALE: 3/8"= 1'-0"

-o

- I

it) I -

0 <J)

I I

= - IQ

0 a, ·o _, NOTE'

INDICATES I: 5 BATTERED

gi ,._

PILE AND DIRECTION\

OF BATTER \

0 _, I -

IQ

I

II

ct Lu 1/) I

rt) en it Cl)

Lu

IQ

\ I . ,,, ALUMINUM

LADDER

• x eL.·4.83 FOR DETAIL

1 SEESHT.11

\_ I'- 6" SQ. x 6" DEEP

AIR/VACCUM

VALVE

SUMP PIT /..._

_ 6" FOAM INSUL.---.~'~) _

' •• 'O,.

'I: _,

• 0 _, a, /"'<C""_,,~ - -f!{';l- - -il-l--rit2;;:o;rj•.11----i;ir---ffi-Ll_--1l lll--_j.j ~--11tlX2"0;;,\, 111--,1.\--,i-~~ -+--+-..._ b iir\ I II- I IX :, ··-.-ffi- o ,o-~ ( ~¥---+~<t'-1 J(_I I 1( Ji \i I f -\ i '.'6,,_ 1--..i fi • \ I I)

::---t-· I-~,--- f~.-t. -~G::;V-;in---1!!1;.j--Ul-r1--r111-,--==:=.,::.___~G~.v. ~~+:~~.-:..:-'.":i:'=-=i=s=1

' 12 /

IQ

·' It)

,V ---:,,,C.

.._ o .__ _ ___J ,__ • B "'- ~ • • _;i._J...__ ... ~

: IYEL. · .4.1Y

13'-6"

H

:··· ~.. ~12 l EL.-4.50x :: •-~•-".:+---+-------~➔ . .. •. \'/ -> \. ' ;., =o _, \_TEST PILE

TIMBER PILl!:S _,,,,,V 1'-0· 1•-3•

CUT-OF

LENGTH

13 REQU

F EL.·6.83

VARIES

IRED

3 1-6 11

I .18 1• O"

FOUtfDATION AND PILE PLAN SCALE: 3/8"= l'-O"

<J) _, IQ

<J)

' N

I

-IQ

I ' a, N

9 10

ADD. 3-#8 (TYP.)1 ~

W/ MATCHING

DOWEL

-~ r· ~ I LIi/iE LOAD +- ...

HIS.'2O TRUCK

~ l

I A I I r I ~EMOVEABLEl I !£MOVEABLE I TOP/SLAB ..... I EL. 5.67 II CONCRETE I I CONCRETE I

'A' .. .. PLANK PLANK

12 ill.IC 1. SHT. 14 I l..QET. SHT. ~l - '

I _J

2'-1¥4" 31-011 ·3•-0 11 i'-3" I I I'- O"

13'·6"

ROOF PLAN

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12 -

1 '-3"

. SPECIAL STRUCTURE l STA 91+78±

4 I" 9"

- -7

I + 1-4-ADD. I I • 3-#8 (TYP.) 0

I ~ ,,J. V WI MATCHING I TOP/SLAB

,"-._ DOWELS •

I

EL. 5.67

I :I.

l LIVE LOAD r 7 I

REMOVEABL9 rEMOVEA8LE1 1 H.S. 20 TRUCK I CONCRETE I CONCRETE

PLANK I PLANK ! I .. B " ~

I,/ 8' ..

' 1'11 , "~ . ~Ul:!Ll-:id \ 12 . ~ ·-- ~ I -

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3'- o" 31-0 11 2'- I V4"

11-311 13'-6' I 11-311

16'· O"

ROOF PLAN

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SCALE: 3/8"= I'. O" This drawilg has been Included as a part of the record

SPECIAL STRUCTURE l STA 91+78±

I. COAT INTERIOR AND EXTERIOR

AS SPECIFIED

2. ALL INTERIOR PIPING SHALL BE D.I.P.

SPECIAL STRUCTURE l STA 88+90±

. ~s In order to present a complete set of drawings. .

However, this sheet does n~ contail ai:iy ·as-built Information.

CLASS 52 OR AS SHOWN

1--1--t------------t--1----tDESIGNED : W.M., R.S. LICENSE NO. 13623 SCALE• S/1"•(-<f

NEW JERSEY PROFESSIONAL ENGINEER

t-;tARRY S. ALLEN

REVISIONS APPROVED' C.A,B.

( IJ ( L 7,/1 ifir

_';;;;;f:."J::=:~~..:...:::....:::....:::::::...........__ DA E .

C:HAl'IL■S,.,-1.

KU-... 1111, INc:. '

15 STELTON ROAD, PISCATAWAY, N.J. 08854

OLD BRIDGE

MUNICIPAL UTILITIES AUTHORITY

MIDDLESEX COUNTY NEW JERSEY

R■C,ORD DRAWING

LAURENCE HARBOR

FORCE MAIN

MISCELLANEOUS DETAILS

SPECIAL STRUCTURES

(2 OF 17

CONTIIIICT NO;

: AS SHOWN DATE:JUNE 19 41

"' a:

0 z ci

A ·

B

C

D

E

F

G

NEW JERSEY

D.E.P. SEAL

3 4

MITER EDGE TRIM

AT ALL CORNERS

2"116" FRAME

INSET PLYWOOD· I"

6 7

'SEE SHEET 10 FOR PAYMENT WIDTH

~----==-=-'=""---'-"--="-'--''-'-'-''-'==-=--":..:..::..!.'-'--------i

I.

2.

9 10 II

GENERAL NOTES

ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF DIVISION 2 OF THE

CONTRACT SPECIFICATIONS.

' NEW JERSEY

S"tATE SEAL

D 2" IITUMINOUS CONCRETE SUIWACE COURSE (MIX ~-5)

4"BIT\Jl·••ous-STAIILIZED IASE COURS[ .. )( 1-2)

6" SUBBASE SELECT MATERIAL NO. 8

3.

4.

THE CONTRACTOR SHALL VERIFY AND ESTABLISH THE EXACT LOCATION OF THE CONNECTION PIPES

INSTALLED UNDER OTHER CONTRACTS. ANY ADAPTOR OR CLOSURE PIECE REQUIRED FOR THE

CONNECTION SHALL BE SUPPLIED AND INSTALLED AS PART OF THIS CONTRACT. ~:

AFTER TESTING PIPE PORTIONS WITHIN THIS CONTRACT, THE CONTRACTOR SHALL REMOVE BULKHEADS

3/l"x e• --._

CARRIAGE BOLT

(TYPICAL)

z :I

'o _, ,,, 'b

~ E:n.11111-tal ProtectlOII for (Allllr. of Autllarlty) B

Ho. I Mi Ilion FM«al Dollars (No.)Tllo-nd State Dollars

(NAME OF MUNICIPALITY OR AUTHORITY)

e·-o· • 31,t' EXTERIOR GRADE PLYWOOD

GRADE

CREOSOTE BELOW GRADE

FRONT ELEVATION

PROJECT IDENTIFICATION SIGN

4 1-0 11

=co I

N z :I b

-CZ)

II

II

II

II ,,

iO

I b I· . .

SIDE VIEW

4 I -0 II

FRONT

PAINT COLOR Lfl'.GEND

A· WHITE

B - BLACK

C - YELLOW

D • BLUE

E - DARK GREEN

F - LIGHT GREE,N

PRIME· I-COAT,

PAINT 2-COATS·WHITE

t--1N CASE OF

I F~ERGENCY

-r-3 .. _• CA UT I ON •

~~ANITARY SEWERAGE FACILITY

QO

2• NOTIF.Y

t CZ) T 2" I INSTALLATION

N I

~NAME OF CONTRACTOR'S

' j

AUTHORIZED REPRESENTATIVE1

½--PHONE NUMBER

t .

N t1-- SOR RY FOR THE

INCONVENIENCE

t

( NAME OF AUTHORITY )

NOTES•

I. SIGN TO BE 2'-8" x 4'-o"x l/2"THICK EXTERIOR

PLYWOOD, PRIMED ANO PAINTED WITH 2 COATS

OF HIGH GRADE EXTERIOR WHITE, LETTERING

SHALL BE ,BLACK ENAMEL. '

2. SIGN BOARDS SHALL BE EVENLY DISTRIBUTED

WITHIN THE CONSTRUCTION AREA.

EMERGENCY PROCEDURE SIGN

FILL WITH OAKUM AT BOTTOM

PREFORMED JOINT FILLER AND

1'1 POURED JOINT FILLER AT

TOP (TYP.)

WELD ALL OUTSIDE

BARS AT INTERSE'CTIONS

(TYP.)

CZ)

I. SIGN TO BE 2'-8"x 4'-0"xl/2"THICK EXTERIOR

PLYWOOD, PRIMED AND PAINTED WITH 2 COAT

OF HIGH GRADE EXTERIOR WHITE, LETTERING

SHALL BE BLACK ENAMEL.

2. SIGN BOARDS SHALL Bi; EVENLY DISTRIBUTED

WITHIN THE CONSTRUCTION AREA.

CAU.TION SIGN

A

SPLICE LENGTH

ALTERNATE

EACH SIDE

SEE WALL SECT'ION .

FOR CLEA ANCE (TYP.) ,

: • :· \/'Z.~ ... , •. ,:t.~~-·=· -~,=~~==~ 16 x BAR DIA. i

(12 11MIN.) :

ARIES " ,, " 13

NOTE: #4(c) 4"

PROVIDE (21 3/4"0 x 6" THREADED INSERTS

WITH SETTING PLUG AND 3/4"0 LIFTING

EYES OR EQUIVALENT FOR EACH PLANK

REMOVABLE CONCRETE PLANK

i---s

SPACING SAM£ AS HOltl TAL

ADDITIONAL CORN£R BUZE I •

REINFORCEMENT ON OUTS FACE

A• 0.25S (MIN. 5'-0")

S • HORIZONTAL DISTANCE

BETWEEN WALLS

HORIZONTAL CORNER BARS-FOR WAL:LS

2 S 4 5 LICENSE NO.

::c I- (l> z .J

Q.

ct .J

PRIME COAT

'-------------TACK COAT (TYP.I

LcoNCRETE cuRB.

WITH CUlfJB

WITH~T CURB

TYPICAL PAVEMENT SECTION FOR

DRIVEWAYS AND PARKING AREAS

AT ROBERT E. LEE INN

FOR OPENINGS 6"-0IA.

OR MORE, ADD EXTRA BARS

--~-.j AS SHOWN EQUIVALENT IN

AREA TO STEEL CUT BY

OPENING UNLESS SHOWN

OTHERWISE.

--i1 ....... 1- 2" CLEAR ( TYP.)

Le w-LAP LENGTH

-FOR OPENINGS UP TO 6" DIA.

NO EXTRA BARS ARE REQUIRE

BUT REGULAR STEEL TO BE

BENT AROUND OPENINGS.

G ::c I-i .J

Q.

ct / .J

FOR OPENINGS OF 6" OR MORE,

ADD EXTRA BARS AS SHOWN

~--1 EQUIVALENT IN AREA TO STEEL

CUT BY OPENING UNLESS SHOWN

OTHERWISE.

#'5 TOP a BOTT. OR E.F. (TYP.)

FOR OPENINGS UP TO 6" NO EXTRA

~--1BARS ARE REQUIRED BUT REGULAR .

STEEL SHALL BE BENT AROUND

HOLES.

~+-- LAP LENGTH

EXTRA STEEL AT OPENINGS

GRADE 160-REINFORCING BAR SPLICE TABLE .

BAR SIZE: #3 #4 #5 #6 #7 #8 #9 #10

B 16 22 27 35 48 63 80 101

TOP BARS ~! ~ C 21 29 36 46 63 83 104 132

:,..13 B 16 16 20 25 34 45 57 72 <,;)

OTHER BARS ::i 5:,q C 20 20 26 33 45 59 75 95

NOTES:

I. SPLICE L-ENGTH GIVEN IN INCHES.

2. UNLESS O'l'Hf.FtWISE SPECIFIED, THE LENGTH OF LAP FOR SPLICES SHALL BE LENGTlrl 'a.:• 'f'HEl'IE · NO MORE THAN 1/2 THE BARS AlitE LAP SPLICED AND LE!NGrrH C WHERE MORE THAN 1/2 THE BARS ARE LAP SPLICED.

3. TOP BARIS AM HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF

CONCRE"T~CAST BELOW THE. REINFORCEMENT. COLUMN TIES OR

HORIZO~T L BARS IN WALLS ARE CONSIDERED AS OTHER BARS.

4. WHERE B~RS OF DIFFERENT SIZES ARE LAP SPLICED USE LAP LENGTH

R'EQUIRESO FOR LARGEPI BAR SIZE.

5. FOR BAFl!S SPACED CLOSER THAN 6" INCREASE LAP LENGTH 25%

13623 . ' .

#II

li3

NEW JERSEY PROFESSIONAL ENGINEER

5.

6.

8.

INSTALLED UNDER SEPARATE CONTRACTS AND PROVIDE AN!;) INSTALL THE CLOSURE PIECE. ·

UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL PIPING CONNECTED TO BUILDINGS OR OTHER STRUCTURES (MH'S, CHAMBERS, PITS, ETC.) SHALL HAVE A FLEXIBLE PIPE JOINT ( BEL/; a SPIGOT MECHANICAL JOINT OR OTHER JOINT USING RUBBER OR OTHER FLEXIBLE RING l 2'--0 'OUTSIDE '

THE ST'RUCTURES. • ,

IN AREAS WHERE THE SAFE BEARING CAPACITY OF THE SOIL IS LESS THAN THAT REQUIRED TO SUPPORT THE STRUCTURIE OR PIPING AS DETERMINED BY THE OWNERS TESTING LAB, THE ENGINEER

WILL DIRECT THE CONTRACTOR AS TO WHAT PROVISIONS SHALL BE MADE FOR SUCH ADEQUATE

SUPPORT. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND TESTING LAB PERSONNEL

WHEN SUCH TESTING IS JUDGED NECESSARY.

BULKHEADS SHALL BE CONSTRUCTED AT THE CONTRACT LIMIT OF GRAVITY OR FORCE MAIN LINES AND SHALL BE MAl~TAINED DURING THE ENTIRE fERIOD OF CONSTRUCTION AND TESTING. BULKHEADS SHALL INCLUDE A 2' SCREWED NIPPLE WITH A 2' GATE VALVE WITH INVERT MATCHING THAT OF THE SEWER, SUITABLE FOR DEWATERING THE PIPE. BEFORE ACTUAL START-UP, AS DIRECTED BY THE ENGINEER, THE LINES SHALL BE PUMPED OUT, THE WATER DISPOSED OF (AS REQUIRED UNDER THE DEWATERING SECTION OF THE SPECIFICATIONS) THE BULKHEAD REMOVED AND THE DEBRIS DISPOSED OF AS REQUIRED UNDER THE WASTE MATERIALS DISPOSAL SECTION'OF THE SPECIFICATIONS.

REFER TO THE GENERAL CONDITIONS OF THE SPECIFICATIONS AND THE SECTION HEADED "FIELD ENGINEERING" FOR INFORIMATION REGARDING USE OF SURVEY REFERENCE POINTS, MONUMENTS, BENCHMARKS AND REQUIREMENTS FOR THEIR REPLACEMENT IF DISTURBED.

PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THE DRAWINGS HAVE BEEN TAKEN FROM TAX

MAPS AND ARE NOT GUAIRANTEED FOR…