SEWER LINE RELOCATION PROJECT-PROPOSED DETAILS CONCRETE APRON (TYP.) PROPOSED 12" HDPE z
DRAIN PIPE
Z I � j I I P
v PROPOSED 24" HDPE ( I t I L. g.0 i 1 .0—
EXISTING SHEET SEWER PIPE PROPOSED EPDXY I
EXISTING BITUMINOUS 1•g CON RETE FILL
I I ; PROPOSED EPDXY COATED SSP (TYP.) _) I I
METAL BUILDING /� PAVEMENT DRIVEWAY I I
PROPOSED DRAIN `', COATED SSP (TYP.) I I I (16 GLOVER STREET)
MANHOLE CONCRETE FILL ° e PROP SED 24" HDPE
i TYP_ I I I a
4I I ( ) CUT TO FINISH GRADE �`� 1.0, ' " SEW, PIPE
PROPOSED SEWER -, PROPOSED 12" DRAIN PIPE OUTFALL I I L 1 AFTER INSTALLATION `•
MANHOLE I i� WITH TIDE GATE (BELOW SEWER PIPE) I I I (COATING TO BE •°
I � EXISTING SEWER PIPE I I REPAIRED AS .2.0; °�
1 SUPPORTS (TO BE I ` NECESSARY AFTER • °
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EXISTING SEWER PIPE _
EXISTING _ EXISTING SEWER PIPE _
(TO REMAIN) EPDXY COATED SSP
CONNECT TO NEW CONCRETE WALL — — — — (TO BE REMOVED) —
MANHOLE PROPOSED )
PROPOSED 24" (DEPTH TBD)
EXISTING SSP CONCRETE FILL PROPOSED SEWER SEWER PIPE
BULKHEAD r (TYP') MANHOLE COMPACTED FILL (DEPTH TBD)
DRIVE SSP ADJACENT TO EXISTING SEAWALL. INSTALL
ATTACH NEW SSP TO CONCRETE PLUG AT INTERSECTION FOR PIPE PENETRATION
EXISTING SSP BULKHEAD WITH FLEXIBLE SLEEVE.
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EXISTING GRANITE 1BLOGK SEAWALL� TYPICAL SEWER PIPE SUPPORT AND PROTECTION
DETAIL
N.T.S.
STA. 8+89 DETAIL STA. 15+99 DETAIL
PLAN p EXISTING BITUMINOUS
PLAN PAVEMENT (GLOVER
1„=4' STREET)
EXISTING SHEET
o METAL BUILDING EXISTING GRANITE BLOCK SEAWALL
TO BE PARTIALLY REMOVED AND
CONCRETE FOUNDATION RECONSTRUCTED
IL EPDXY
VARIES 5 to 5.5' PROPOSED MANHOLE
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PROPOSED
N CUT STONE WALL
SAND (TYP.) COATED SSP
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RIP—RAP SLOPE CONCRETE FILL
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w o PROPOSED EPDXY BEDROCK, SET SSP
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w STA 8+$9 CONCRETE PIPE STA 15+99 ti
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EXISTING, RAILING (VARIES}
N (VARIES) f
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3 EXISTING BITUMINOUS APPROXIMATE LIMIT
o PAVEMENT OF TEMPORARY WALL PROPOSED EPDXY
(ELEVATION VARIES) REMOVAL AND COATED SSP ' PROPOSED ANCHOR ROD, DRILLED
w EXISTING GRANITE RECONSTRUCTION FOR
AND EPDXY GROUT TO BEDROCK
BLOCK SEAWALL TO I =. WALL PENETRATION SAND (TYP-) AND WELDED TO SSP (ROD SIZE
DEPTH TB
LL BE PARTIALLY AND EMBEDMENTDEP D)
w DAS NOVEMBER 201
Z REMOVED AND O EXISTING GRANITE z ISSUED FOR PERMITTING
RECONSTRUCTED BLOCK SEAWALL SSP TO BE DRIVEN Td ENCOUNTERED I PRELIMINARY DRAFT DRAWING SET DAS ocT06ER2ois
(HEIGHT VARIES) a6
r—
(HEIGHT VARIES) REFUSAL IN BEDROCK BEDROCK ELEVATION NO. ISSUEIDESCRIPTION BY DATE
y Q AND BRADS TO SP � ESQ � �_�Y STATED BY \ KITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
w PROPOSED 2 4" HDPE EXISTING GRADE (VARIES) _ ADJACENTENS INC. (GZA) THE .NFORMAIJON SHOW ON THE DRAWING IS SOLELY FOR USE BY GZA'S
NT C^- iENT'S DESIGNATED ':PRESENTATIVE FOR HE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
a SEWER PIPE ENCASED �' f ` iF: f
!' J / / / P // I f / DRAW E DRAWING SHALL N,7 BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
y DEPTH d f f �` l f� f �` f. ,f� f ,±� ! f / +' / f�+ti , AT r3 -. .R LOCATION OR F�,R �NY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
IN CONCRETE ( O —I r / = , j / �\ / ✓ \ f , \
VARIES PROPOSED 24" HDPE SEWER PIPE \ �, /\�f \j \ \ \ RESS E , oR MODIFICATION THE o USER'S
BY T E CLIENT WI OTHERS,ARIKWITHOUT THE PRIOR O TEN
• ..s • ,A 0 f /�� f�,, A \ \ � l�' l� _=CRESS _ <StNT OF GZA, WILL BF -'.T THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
L—i ENCASED IN CONCRETE (DEPTH ' f f '
ti s
VARIES) SEWER LINE RELOCATION AN REPLACEMENT PROJECT
-` -
I : SALEM, MASS CHUSETTS
a
DF�yq �e PROPOSED DETAILS
ANDER5 B. 6G
ALTERNATE SHEETPILE IN BEDROCK 9 BJARNGARD
Y v CIVIL PREPARED BY: PREPARED FOR:
PROPOSED EPDXY No.3sE% CITY OF SALEM
_ DETAIL 2A 9 GZAGeoEnvroScentistInc.
_ COATED SSP �o�F Sco+s�i ��Q Engin and`�mientists SALEM MASSACHt1SETTS
P PROPOSED PIPE �/T
PENETRATION N.T.S.
THROUGH EXISTING TYPICAL WALL PENETRATION PROJ MGR: DAs REVIEWED BY: ABB C ECKED BY: DAS DRAWING
SEAWALL WITH j °j DATE:DESIGNED BY: DAS DRAWN
ENT : JJZtDS S,VISION NO.SHOWN
FLEXIBLE SLEEVE DETAIL 3 NOVEMBER, 2019 15.0174405.00 SHEET NO. 7 OF 7
N N.T.S.