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CONTRACT No. 13-1 50 FORT AVENUE PARSONS Y Y% F _
MARBLEHEAD PIPELINE REPLACEMENT PROJECT sf,,}, ,..,, ,z, 11/12/13 AS NOTED COVER SHEET G
SALEM, MASSACHUSETTS I Ias NOTEa
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DATUM INFORMATION
LEGEND ELEVATION PROJECT DATUM RELATIONSHIPS--TO
NOTES:
OTHER DATUM
21-- –ONE.FOOT CONTOUR
B —
--20---FIVE FOOT CONTOUR 1 . THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN B
+ 19.3 SPOT ELEVA 710N LOWER LOW WATER, TIDAL EPOCH 1983-2001 , BASED UPON 17.3 100 YEAR FLOOD
TIDAL BENCHMARK STAMPING 2645 C 1992 ELEVATION= 15.92'.
DECIDUOUS TREE THE BENCHMARK IS A DISK SET IN THE SOUTHEAST QUADRANT
OF THE CIRCULAR CONCRETE FLAGPOLE BASE ADJACENT TO
(S� SEWER MANHOLE SALEM HARBOR POWER STATION OFFICES. 11.3 HTL
DRAIN MANHOLE
{} UTILITY POLE - 2. THE FEDERAL CHANNEL AND SOUNDING DATA DEPICTED HEREON 9.7' MHHW i
UTILITY POLE W LIGHT WAS DERIVED FROM A PLAN SET ENTITLED, "MAINTENANCE 9.2' MHW #
DREDGING 32 – FOOT MAIN SHIP CHANNEL, 10 FOOT SOUTH
--�– SIGN RIVER CHANNEL 8 – FOOT CHANNEL & ANCHORAGE BASIN SALEM
HYDRANT HARBOR "PREPARED BY US ARMY CORPS OF ENGINEERS, NEW
0.0 NGVD29
WATER GATE ENGLAND DISTRICT, DATED 03/xx/06, REFERENCE NUMBER C-7,
4.29 MSL 0.4
CATCH BASIN SHEET 8 OF 9. (PRELIMINARY ' SET).
F_OP EDGE OF PA I/EMENT 3. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH
FND FOUND AMERICAN DATUM OF 1983 (NAD83), MASSACHUSETTS STATE
C
B.G. BELOW GRADE PLANE COORDINATE SYSTEM. ESTABLISHED WITH GPS
LOC LEDGE OUTCROP OBSERVATIONS PROCESSED USING THE NATIONAL GEODETICAL
SB STONE BOUND SURVEY ON LINE POSITIONING USER SYSTEM. (OPUS) 0.3' MLW
DH DRILL HOLE 4. THE BATHYMETRIC DATA DEPICTED HEREON WAS OBTAINED BY
NL NAIL NORDE–EAST SURVEY ON JUNE 26 & 27, 2013. 0.0 MLLW 0.0 MARBLEHEAD
CONC CONCRETE 5. THE LOCATION OF SUBSURFACE PIPES WAS RELIANT UPON J. F. 0.146' 0.0 SESD 0.212'
CLF CHAIN LINK FENCE WHITE CONTRACTING UNDERWATER AND MARINE SERVICES DIVISION
N. T.S. NOT TO SCALE WHOM PLACED ALL MARKERS/ PLATES FOR PIPE LOCATIONS
RET RETAINING USING AN UNDERWATER GRADIENT MAGNETOMETER.
to
HD K. HEADWALL 0.0 NAVD88
6. THE UTILITY INFORMATION SHOWN IS COMPILED BASED ON
RECORD INFORMATION OBTAINED FROM SESD AND FIELD SURVEY
BY MERIDIAN ASSOCIATES, INC. . THE LOCATIONS OF
UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED
FROM RECORD PLANS AND ARE APPROXIMATE ONLY. LOCATIONS
OF UNDERGROUND STRUCTURES .MAY WARY FROM LOCATIONS
ABBREVIATIONS SHOWN HEREON. . ADDITIONAL BURIED UTILITIES/STRUCTURES MAY
4
BE ENCOUNTERED. THE PROPER UTILITY ENGINEERING
A.C. ABESTOS CEMENT DEPARTMENT/COMPANY SHALL BE CONSULTED AND THE ACTUAL
CLF CHAIN LINK FENCE LOCATIONS OF SUBSURFACE STRUCTURES SHALL BE DETERMINED
IN THE FIELD. CONTACT THE DIG SAFE CALL CENTER AT
DI DUCTILE IRON 1-888--344--7233 SEVENTY–TWO HOURS PRIOR TO
Dwg. DRAWING EXCAVATION, GRADING AND/OR PAVING. ,
f
EL. ELEVATION
Elev. ELEVATION 7. ALL UTILITY COMPANIES, .PUBLIC AND PRIVATE, INCLUDING THOSE
IN CONTROL OF UTILITIES NOT SHOWN ON THE DRAWINGS MUST
Exist. EXISTING BE NOTIFIED (STATE OF MA, ACTS OF 1963, CHAPTER 370)
HDPE HIGH DENSITY POLYETHYLENE PRIOR TO EXCAVATING, •INSTALLING, BACKFILLING, AND GRADING
OR PAVEMENT RESTORATION.
HTL HIGH TIDE LINE
Max. MAXIMUM 8. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES, THE
MHHW MEAN HIGHER HIGH WATER CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AND
E MHW MEAN HIGH WATER DEPLOY SILTATION CURTAINS AS INDICATED ON THE DRAWINGS E
AND SPECIFICATIONS.
- Min. . MINIMUM
MLLW MEAN LOWER LOW WATER 9. THE CONTRACTOR SHALL PROTECT CATCH BASINS, INLETS AND
MLW MEAN LOW WATER MANHOLES FROM INFLOW . OF SEDIMENT' OR OTHER CONSTRUCTION
DEBRIS. ANY GROUND WATER DEWATERIING SHALL PASS THROUGH I
MSL MEAN SEA LEVEL AN APPROVED SEDIMENTATION BASIN PRIOR TO DISCHARGE TO
ANY. CB, INLET, MANHOLE, DITCH, BASIN, OR WATERBODY.
N/F NOW OR FORMERLY .
10. EEL GRASS IN THE VICINITY OF THE PROJECT HAS BEEN
NAD83 NORTH AMERICAN DATUM OF 1983 SURVEYED IN OCTOBER 2013_ MAPS OF THE SURVEYED EEL
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 GRASS BEDS ARE INCLUDED AS AN ATTACHMENT TO THE NOTICE
OF INTENT SUBMISSIONS TO THE CONSERVATION COMMISSIONS OF
No. NUMBER THE TOWN -OF MARBLEHEAD AND CITY OF SALEM. CONTRACTOR
O.C. ON CENTER
SHALL UNDERTAKE MEASURES TO THE PROTECT THE EEL GRASS FOR NOTICE OF INTENT.
BEDS DURING CONSTRUCTION AS DESCRIBED IN THE CONTRACT ,
SESD SOUTH ESSEX SEWERAGE DISTRICT DOCUMENTS.
o F Spec. SPECIFICATIONS
SUBMISSION ONLY
N F
Sta. STATION 11 . THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES I
a TBC ? WITHIN THE ESTABLISHED LIMIT OF WORK SHOWN ON THE
DRAWINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
Typ. TYPICAL
x 0 DIAMETER 12. REMOVE LITTER DAILY WITHIN THE LIMITS OF WORK.
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• MARBLEHEAD PIPELINE REPLACEMENT PROJECT AS NOTED GENERAL. NOTES, LEGEND AND ABBREVIATIONS G - 2
SALEM, MASSACHUSETTS -
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PARSONS
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11 12 13 AS NOTED PLAN AND PROFILE C -- 2
MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM, MASSACHUSETTS
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0 1 0 2 0 3 0 T DAL EPOCH 1983-2001 , BASED PON TIDAL BENCHMAR STAMPING 2645 CIN-TENT SUBMISS
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Q HORIZONTAL SCALE- IN FEET 2. T E HORIZO TAL CONTROL NETWOR IS BASED UPON NORTH AMERICAN DATUM
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ry,
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SOUTH ESSEX SEWERAGE DISTRICT g g
CONTRACT No. 13-1 PARSONS ,, ,;gip
MARBLEHEAD PIPELINE REPLACEMENT PROJECT 50 FORT AVENUE F �Ni ,�, / /
SALEM, MASSACHUSETTS
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SECTION VALVE STRUCTURE A (MARBLEHEAD)
,
SCALE 3/8" = 1 _0„
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i '
16 FLOW METER
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PRESSURE GAGE
SIAMESE WYE 24" GATE VALVE
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I I "
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_ BLIND FLANGE COUPLING
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SOUTH ESSEX SEWERAGE DISTRICT 9 9 `
CONTRACT No. 13-1 PARSONS
50 FORT AVENUE t • 11/12/13
MARBLEHEAD PIPELINE REPLACEMENT PROJECT � smr AS NOTED VALVE STRUCTURES EXISTING CONDITIONS
C - 6
V
SALEM, MASSACHUSETTS -
00M
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1 2 3 4 5 6 7 g g 10
A FOR CONTINUATION SEE SHEET C-3 A
FOR CONTINUATION SEE SHEET C-4 t
15'-0".
l
B TEMP. B
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TEMP. BYPASS EXISTING
24" HDPE TO BE 24" HDPE
REMOVED N N t
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! ! ! ! { I I FIPE SUPPORT {T` P
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SECTION
VALVE STRUCTURE B (SALEM)
SECTION - VALVE STRUCTURE A (MARBLEHEAD
SCALE 3/8 = 1 ,_0" SCALE 3/8" = 1 '_0»
f
D 15' D
15't
24" FLEXIBLE COUPLING 16" FLOW METER
TEMP. BYPASS FOR CONTINUATION
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SIAMESE WYE 24" GATE VALVE I
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c
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a• THIS SHEET 20 DI PIPE /. ( TEMPORARY SUPPORT/RESTRAINS FOR BYPASS PIPE (SEE SPEC.XX)
TEMP. BYPASS 24 HDPE
i� 20" FLEXIBLE COUPLING
FOR CONTINUATION SEE SHEET C-3
N - SECTION PLAN VALVE STRUCTURE A
SECTION PLAN VALVE STRUCTURE B
SCALE 3/8" = 1 '-0" NOTE: SCALE 3/8" = 1 '-0"
/ a
1 . SEE CONTRACT 74-17 SHEET 6 OF 8 FOR STEEL REINFORCEMENT
� AND OTHER STRUCTURAL DETAILS USED AT VAULTS
W C
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< INTENT SUBMISSION
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NOTES:
m 1 . THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER, VALVE STRUCTURES
TIDAL EPOCH 1983-2001, BASED UPON TIDAL BENCHMARK STAMPING 2645 C ONLY
1992 ELEVATION 15.92 . TEMPORARY CONDITION
2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM
•`� OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM.
a� •
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0
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SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing No.
CONTRACT No. 13-1 50 FORT AVENUE PARSONS ' � . �' 11/12/13 —
'" z AS NOTED VALVE STRUCTURES TEMPORARY CONDITION C 7
MARBLEHEAD PIPELINE REPLACEMENT PROJECT00
rn SALEM, MASSACHUSETTS -Scrrrh£csacwreD ±xir`
N
% 1 2 3 4 5 6 7 S 9 10
1 2 3 4 5 6 7 8 9 10
FOR NOTICE 0
INTENT
A - A
15'f 15't
SUBMISSION ONLY
f;
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-T T L-L
C FLOW HDPE REMOVABLE C
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SECTION
. SECTION - VALVE STRUCTURE A (MARBLEHEAD)
_
VALVE . STRUCTURE B (SALEM) A .
SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0"
� 15'f D
15'±
24" FLEXIBLE COUPLING 16" FLOW METER
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SIAMESE WYE 24" GATE VALVE
+44
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E
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SEWER
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20 TEE WITH 20"
N
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V-4 PRESSURE GAGE--,--
CN -- -__ ----�
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THIS SHEET 20 DI PIPE
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SECTION PLAN VALVE STRUCTURE B
3
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V NOTES:
1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER,
TIDAL EPOCH 1983-2001, BASED UPON TIDAL BENCHMARK STAMPING 2645 C VALVE STRUCTURES
� 1992 ELEVATION = 15.92 .
0 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM PERMANENT CONDITION
OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM.
3. SEE CONTRACT 74-17 SHEET 6 OF 8 FOR STEEL REINFORCEMENT AND OTHER
STRUCTURAL DETAILS USED AT VAULTS.
co 4. GATE VALVES TO REMAIN IN PLACE.
r
SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing No.
CONTRACT No. 13-1 50 FORT AVENUE PARSp 11/12/13
rF
A1C " ' ° AS NOTED VALVE STRUCTURES PERMANENT CONDITON C ONS e S
MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM MASSACHUSETTS00 ?
M
F g 9 10
j
1 2 3 4 5 6 7 8 9 10
+
I
A WIRE OR NYLON BOUND BALES S1r`/ALE
OF STRAW PLACED AROUND A
WHERE BLOCK IS PARTIALY BELOW REMOVAL ELEVATION,
CATCH BASIN UNTILTEMP. NEW PAVE o i
BALED HAY OR STRAW COMPLETLY REMOVE AND BACKFILL WITH SUITABLE
PLACED AND ROADWAY SWEPT CLEAN. BACKFILL FROM SITE
BALES TO BUTT 0 1REMOVAL ELEVATION AS
2"X 2" HARDWOOD - _ �+ TOGETHER a 6'
NDICATED ON PLAN C-9.
El ❑ _ — ElSTRIPS (TYP.) +�+� = VARIES DEPENDING ON al
(2 PER BALE) o
HEIGHT OF SLOPE
® 0
NOTES: AND STEEPNESS OF
1. PLACE BALES IN A ROW W ENDS I RESULTING GRADE FLOW01.
SECTION
ION
EE1
E11011111111, TIGHTLY ABBUTiNG THE ADJACENT BALES. AT TOE OF SLOPE-EXISTING GROUND of
2.SECURELY ANCHOR EACH BALE ININTERSECTIONPLACE WITH 2"X 2" HARDWOOD
STAKES DRIVEN THROUGH THE BALES2"x2"x3' STAKES EACH BALE REMOVE AND DESCARD DEBRIS,
TO DEPTH OF 1'- 6" MIN. BELOW GRADE REMOVE BOULDERS AND STONE BLOCKS, DISCARD
ANGLE THE FIRST STAKE IN EACH (EXCEPT FOR SELECTED BLOCKS FOR .REUSE)BALE TOWARDS PREVIOUSLY LAID BALEREMOVE SOILS (REUSE ON SITE TO EXTENT POSSIBLE)' /�TO FORCE BALES TOGETHER. PLAN PLAN
3. FREQUENTLY INSPECT AND PROMPTLY
REPAIR OR REPLACE BALES. EMBANKMENT SLOPE
1:1 El F1 4.KEEP SEDIMENT LEVEL IN EACH CATCH (2) 2"x2"x3' STAKES EACH BALE t
BASIN SUMP LOW ENOUGH TO AVOID 6' .-
j — — SEDIMENT ENTERING DISCHARGE PIPING. EMBANKMENT SLOPE REMOVAL ELEVATION AS
INDICATED ON PLAN C-9.
5.REMOVE FROM EACH SUMP ANY ACCUMULATED = EXISTING
SEDIMENT AND DEBRIS BEFORE ACCEPTANCE GROUND WHERE BLOCK IS PARTIALY BELOW REMOVAL ELEVATION,
BY THE AUTHORITY. COMPLETLY REMOVE AND BACKFILL WITH SUITABLE
BACKFILL FROM SITE
OVERLAP EDGES
CATCH BASIN / DROP INLET E A TYPE B ELEVATION
c
C WITH SEDIMENTATION CONTROL NOTE: NOTE: C
TO BE USED IN LOCATIONS WHERE TO BE USED WHERE EXISTING
NTS THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE REMOVAL OF DEBRIS, BOULDERS AND STONE BLOCKS -
TOWARD THE TOE OF THE EMBANKMENT TOE OF THE EMBANKMENT
NTS
2"X2"X36" WOODEN STAKES PLACED 10' O.C.
WOVEN WIRE FENCE (MIN. 14 1/2 GUAGE, 36" MIN. FENCE"POST, BALED HAY - OR STRAW EROSION CHECKS -
MAX.6 MESH SPACING) DRIVEN, MIN. 16 INTO GROUND . NTS i
3
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STRAW WATTLE FOR SEDIMENT CONTROL
Ln N EMBED GEOTEXTILE FABRIC HAYBALE DIKE NOTES: NOT TO SCALE _
� MIN. 6" INTO GROUND 1. BALES ARE TO BE PLACE IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
(V
C) SEC11 N 2. EACH BALE WILL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES. TOTAL LENGTH SO'-O'(MIN.)
N O {
NTS 3. HAYBALES WILL BE PLACED ALONG THE CONTOUR NEAR THE BOTTOM OF THE SLOPE. }
FINISH GRADE
4. ALL BALES WILL BE EITHER WIRE BOUND OR TIED WITH NYLON STRING.
FILTER FABRIC .
O
ANTI—TRACKING PAD j
C
a
OF i 1/2f CRUSHED STONE COMPACTED SUBGRADE �
CONSTRUCTION SECTION
a�
ENTRANCE I
c� NOTES:
0 1 . MAINTAIN ANTI—TRACKING PAD IN GOOD
CONDITION THROUGHOUT CONSTRUCTION PERIOD.
o �-
W (VARIES)
0 2. ADJACENT ROADWAY SHALL BE SWEPT DAILY TO
�+ SEE NOTE z R MOVE ANY MATERIAL THAT MAY BE TRACKED
NO. 3 o ONTO PAVEMENT.
FOR NOTICE OFANTI—TRACKING PAD z 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH
G OF INGRESS OF .EGRESS.
W G.
INTENT SUBMISSION 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM
° LENGTH OF ANTI—TRACKING APRON FOR THE
° CONSTRUCTION ENTRANCE SHALL BE EXTENDED TO
100' IN LENGTH.
ONLY LJ EXISTING EDGE OF PAVEME
ADJACENT ROADWAY
LOCATION PLAN
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ANTI-TRACKING PAD
Cu NOT TO SCALE
a�
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SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing No.
CONTRACT No. 13-1 PARSONS
50 FORT AVENUE BRAN H0FF 11/12/13 EROSION AND SEDIMENT CONTROLS SHEET ' 1 C - 9
M MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM, MASSACHUSETTS
N
Ln
4 5 6 8 9 10
1 2 3 4 5 6 7
8 9 10
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SILT BOOM AND
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SILT BOOM AND
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Date: Scale: Drawing Title: Drawing No.
s SOUTH ESSEX SEWERAGE DISTRICT i
CONTRACT No. 13-1 PARSONS
50 FORT AVENUE . BRI�IfCRIf�?FF _
MARBLEHEAD PIPELINE REPLACEMENT PROJECT � �_ 11/12/13 AS NOTED EROSION AND SEDIMENT CONTROLS SHEET 2 C 10
SALEM, MASSACHUSETTS
00
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N 1 2 3 4 5
7 8 g 10
1 2 3 4 5 6 7 8 9 10
A A
SECTION IN ROCK SECTION IN SOIL
4" TIE-DOWN STRAP
TEMP. BYPASS
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B B
4"0 EXPANSION ANCHORS (TYP.)
EXIST.
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6" M I N
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8"X8"X8' PRECAST
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CROSS SECTION REPLACEMENT PRESSURE MAINS IN
NOTES:
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EXISTING ROCK TRENCH IN HARBOR 1 . REMOVE EXISTING CROSS SECTION REPLACEMENT PRESSURE MAINS IN
Y 20 ° AND 24°� DI PIPES. EXISTING TRENCH ON SHORE
� STATION 502 + 00 ± TO 504+ 80 ± AND 556 + 87 TO
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N N.T.S. N.T.S.
J FOR NOTICE OF.
NOTES-
1. SUBMISSION
G 1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER,
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g 1992 ELEVATION = 15.92'. ONLY� 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM
o OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM.
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SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing Na
v CONTRACT No. 13-1 50 FORT AVENUE PAR�M��yp� } ;b 11/12/13 DETAILS SHEET 1 of 2
MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM, MASSACHUSETTS ^+"�`"'A� �"� C 1 1
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� 2 3 4 5 6 7 8 g 10
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NOTES:
1 . TEMPORARILY SIDE CAST DREDGED MATERIAL.
7 r
AFTER REPLACEMENT PRESSURE . MAINS ARE INSTALLED,
REPLACEMENT PRESSURE MAIN
BACKFILL TRENCH W/ DREDGED MATERIAL. 9 ' „
MOUND ANY EXCESS MATERIAL OVER 24 HDPE I
TRENCH AS SHOWN. -
t
CROSS SECTION REPLACEMENT PRESSURE MAINS IN
OFF SHORE AREAS OUTSIDE FEDERAL NAVIGATION -
CHANNEL AID ROCK TRENCHES AT SHORELINE o
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NOTES:
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AFTER REPLACEMENT PRESSURE MAINS ARE INSTALLED, .
G
REPLACEMENT PRESSURE MAIN
NOTES:
Cu BACKFILL TRENCH W DREDGED MATERIAL. g '
/ 1 . THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER,
24 HDPE
RESTORE SURFACE ELEVATION TO ORIGINAL ELEVATI0NS TIDAL EPOCH 1983-2001 , BASED UPON TIDAL BENCHMARK STAMPING 2645 C
Ln TRENCH - AS SHOWN. 1992 ELEVATION = 15.92'.
< 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM
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m
CROSS SECTION REPLACEMENT PRESSURE MAINS IN
FEDERAL NAVIGATION
CHANNEL FOR NOTICE OF INTENT
° N.T.S. SUBMISSIONONLY
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SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing . No.
CONTRACT No. 13-1� PARSONS
�- 50 FORT AVENUE BMN 11/12/13 DETAILS SHEET 2 of 2 C - 12
M
00 MARBLEHEAD PIPELINE REPLACEMENT PROJECT SALEM, MASSACHUSETTS 'k ' ` `' `h"
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1 2 3 4 5
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1 2 3 4 5 6 7 g �- - - U
A A
FOR NOTICE OF INTENT
SUBMISSION ONLYI
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NOTES :
1 . CONTRACTOR ACCESS SHALL BE ONLY BY THE ROUTE INDICATED .
2 . MATERIALS AND EQUIPMENT SHALL BE STORED ONLY WITHIN THE FENCED — IN
STAGING/WORK ZONE . KEEP STAGING WORK ZONE FENCED IN DURING NON —WORK HOURS .
3 . EXACT LAYOUT OF STAGING/WORK ZONE SHALL BE AS APPROVED IN THE FIELD BY THE ENGINEER .
4. INSTALL STRAW WATTLE AROUND STAGING/WORK ZONE .
C 5 . USE OF THIS WORK/STAGING ZONE SHALL BE LIMITED TO WORK ASSOCIATED WITH THE ON — SHORE
C
INSTALLATION OF THE PIPE LINES , WORK AT VALVE CHAMBER AND WORK ASSOCIATED WITH THE TEMPORARY BYPASS .
6 . PUBLIC ACCESS TO GRAVEL RAMP AT SHORELINE TO BE MAINTAINED .
SEE STAGING
PLAN AT LEFT
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SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing No.
CONTRACT No. 13-1 PAiLSOM
50 FORT AVENUE
MARBLEHEAD PIPELINE REPLACEMENT PROJECT «rr�tar: 11 /12/13 AS NOTED CONTRACTOR STAGING AREA PLAN C — 1 3
SALEM, MASSACHUSETTS
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1 . CONTRACTOR ACCESS SHALL ONLY BE BY THE
VALVE STRUCTURE B
ROUTE INDICATED
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X 2, EXACT LOCATION OF STAGING AREA SHALL BE AS
:
..:._ ....... ....,.... . ... .,. .:.. ... .. k. 3¢o- °
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APPROVED BY THE ENGINEER IN THE FIELD.
SEE DETAIL
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3. INSTALL STRAW WATTLE AROUND STAGING AND WORK
AREAS.
THIS SHEET
4. DO NOT INTERFERE WITH SESD OPERATIONS AND
DELIVERIES.
G G
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2
V
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STAGING AREA PLAN
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0 80 160 240
SUBMISSION ONLYc
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s SOUTH ESSEX SEWERAGE DISTRICT Date: Scale: Drawing Title: Drawing No.
CONTRACT No. 13-1 PARS010 50 FORT AVENUE yF
,
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MARBLEHEAD PIPELINE REPLACEMENT PROJECT ,,, r►" - 11 /12/13 AS NOTED CONTRACTOR STAGING AREA PLAN C — 14
SALEM, MASSACHUSETTS SALEM
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1 2 3 4 5 6 7 8 9 10