64-445 - HARMONY GROVE ROAD - CONSERVATION COMMISSION C DEP 64-
Plans'
4-Plans --- - - - - - - - -- - - - -
r
YihVMon
N Consulting Engineers
GENERAL 53 Southampton Road
G1 Structural work shall conform to Massachusetts State Building Code, latest edition, Westfield, Massachusetts
including most recent addenda, and Contract Documents. In case of conflict, most I (413) 562-1600
stringent requirement shall govern. 8" CMU INFILL —
G2 Contractor shall verif and coordinate dimensions related to this project. I www.tighebond.com
Y
P I B
TYP BOTH ENDS
( )
G3 Steel plates shall conform to ASTM A572 Grade B - 50 KSI.
G4 All steel exposed to weather shall be hot dipped galvanized in conformance with REINFORCED - I I 2- 5 TOP
ASTM A123. CONCRETE BEAM I #
• (TYP) � I I FIN. GRADE
L 14
I I I I I I p I I #4 TiES AT 12" OC
REINFORCEMENT I I I I I O w
Rt Detailing, fabrication, and erection of reinforcement, unless otherwise noted, shall I I I ( I to
" " 5 HOOKED BARS DRILLED
conform to ACI Building Code Requirements for Reinforced Concrete (ACI 318) — � iI I I I 'A" THICK GALVANIZED I � o I I & EPDXY GROUTED INTO
and ACI "Manual of Standard Practice for Detailing Reinforced Concrete Structures �T I II II I I I STEEL DIAMOND PLATE I OI I I I I EXISTING CONCRETE WALL �`N 6F MAs
(ACI 315)", latest edition. �/ I I I II II, I I COVER 2 PIECES (FIELDI N (1 PER END EACH BEAM, TYP) ��" S90
I I I ULJI
CAULK JOINT BETWEEN I o a, oa TODD M.R2t Steel reinforcement ,unless otherwise shown shall conform to ASTM A615 Grade 60 I I I } � eaowN�� _ PLATES) I SANITARYminimum (yield strength 60,000 psi). 1z , .I O No.37634
R3 Provide and schedule on shop drawings, all necessary,accessories to hold reinforcement A I I I ;� 1 2 90 aFsecurely in position: minimum requirements shall be: high chairs, 4'-0" on center, #5 _ 1 Q toEX/SANG CONCRETE SLABsupport bar for high chairs, slab bolsters, S-6" on center, all wire chairs and bolsters to I be plastic tipped. - - - -- - -� 6. ($*7
R4 The concrete protective covering for reinforcement shall be 2" clear to beam stirrups. T
2—#7 BOTTOM, HOOKED n EXlSANG CONCRETE WALL
R5 Where reinforcement is not shown on drawings, provide reinforcement In accordance I I .
with applicable typical details or similar to that shown for most nearly similar situations, 4 HOOKED BARS AT 24" OC
as determined by the Engineer. In no case shall reinforcement be less than minimum 5'-0" S-4" �C = STRUCTURE 'M' DRILLED & EPDXY GROUTED INTO
reinforcement permitted by the applicable codes. "
EXISTING CONCRETE 4 MIN. EMBED
R6 Where reinforcement is called for in section, reinforcement is considered typical EXISTING CMU WALLS OVER SLAB
wherever the section applies. I REMOVED PRIOR TO PLACEMENT OF
R7 Reinforcement coupler splices shall be mechanical devices capable of transmitting the NEW REINFORCED CONC BEAMS �a��e OF Ifgsf
ultimate tensile and compressive strength of the bar. PLAN o�� qo:
R8 Installation of reinforcement shall be completed at least 24 hours prior to scheduled SECTION B POPLEARQZYK
1/4"=1=_0" CIVIL
concrete placement. Notify Engineer of completion at least 24 hours prior to scheduled No.374M ti
completion of placement or reinforcement.
R9 Reinforcement shall be set before placing concrete. Setting any reinforcement mss/oNAL EV'
Into wet concrete is prohibited.
0
HARMONY GROVE ROAD G lo-7
CONCRETE L§" THICK GALVANIZED STEEL DIAMOND
2'X5' HATCH GRANITE CURB PLATE (2 PIECES). TOP OF PLATES
67 Concrete work shall conform to the latest editions of the building code requirements for _ MANHOLE FLUSH WITH TOP OF SIDEWALK.
reinforced concrete (ACI 318), and specifications for structural concrete for building 1 S" 2'-0" 8"
(ACI 301). %NDIA COUNTERSUNK 304 S.S.
P P I BOLTS AT•18 OC (ANTI-SIEZE DROP—IN
N IN HDI—L T 1 S.S.
C2 Concrete shall be controlled concrete„ proportioned, mixed and laced under the ^
supervision of on approved concrete testing agency or the Engineer. COMPOUND APPLIED PRIOR TO DROP-IN INSERTS AT IN OC &
INSTALLATION, TYP 1 AT EA. END (3Y'i" MIN. EMBED)
C3 Concrete shall be normal weight concrete and shall have a compressive strength of 4000 STRUCTURE M' )
psi at 28 days, unless otherwise noted. and shall be air entrained. FIN. GRADE
C4 Exposed edges of concrete elements shall have chamfered corners. 7s" /N7ERCEPTOR \ ` 2:- 5 ( II I 2
C5 No concrete shall be placed In water or on frozen ground. 1 a
#4 12" a Upgrade of
8" CMU INFILL I . . AT 12" OC W
STRUCTURE M BEYOND m Peabody Metering
#4 TiES (GROUT CELLS o
AT 12" OC ' Facilities
N
BAR SIZE.
DEVELOPMENT SPLICE LENGTH z— I I 2—
fi DESIGNATION
LENGTH (INCHES)
EL 252
(INCHES)
ENGLISH METRIC CLASS B CLASS B EL 0.75 00
South Essex
Ld TOP BARS Sewerage District
#3 #10 15 19 25 #4 HOOKED BARS AT 24" OC n }
12" ts'-ou 12" DRILLED & EPDXY GROUTED INTO II EX/SANG CONCRETE SLAB Contract NO. �6'2
#4 #13 19 25 33 EXISTING• CONCRETE (4" MIN. EMBED) `I BARS DRILLED & EPDXY GROUTED
SECTION A INTO EXISTING CONCRETE WALL
#5 #16 24 31 40 Salem, Massachusetts
1/4"=1'-0" - GROUT PROVIDED TO SMOOTH (2 AT EACH END WALL, TYP)
ROUGHENED CONCRETE SURFACES
#6 #19 29 37 48 AROUND OPENING (SIKADUR 45 EPOCEM
OR EQUAL)
#7 #22 42 54 70
DETAIL 1
#8 #25 48 62 81
3'-4"
#9 #29 54 70 91 PLATE
#10 #32 61 79 103 lh"DIA LIFTING HOLE WITH o0
I L4"DIA 304 S.S. NUT r
WWELDED
ELD OF 4O UNDERSIDE i I -H
REBAR SPLICE LENGTH SCHEDULE I I
'A N
"DIA COUNTERSUNK 304
S.S. BOLT AT EACH HOLE
(ANTI-SIEZE COMPOUND I I ao g o NOTES:
1. IF CLEAR SPACING BETWEEN THE REBARS IS LESS THAN THREE BAR APPLIED PRIOR TO I I -{ I 1. IMPROVEMENTS SHOWN ON THIS SHEET ADDED IN ACCORDANCE WITH
DIAMETERS, OR IF COVER IS LESS THAN TWO BAR DIAMETERS, INSTALLATION) I I 00 a N CHANGE ORDER NO. 1.
INCREASE THE SPLICE LENGTH BY AN ADDITIONAL 507. 4-1h"DIA 304 S.S. EYE I I I
2. THE MINIMUM REBAR SPLICE LENGTH SCHEDULE IS BASED ON BOLTS INSTALLED FOR USE I I ;H 1 o Mac Date aRewrPlans
F'c= 4,000 PSI AND Fy= 60,000- PSI. ADJUST FOR OTHER WHEN REMOVING COVER I I te Descrlp0on
STRENGTHS USING ACI-318. PLATES I I 1 PROJECT NO: S152612
3. FOR HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN I N FILE: S15261SHEET6
12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW, L J co DRAWN BY: RWK
INCREASE THE DEVELOPMENT LENGTH BY AN ADDITIONAL 30% CHECKED: MPM,DJP
4. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, THE SPLICE LENGTH APPROVED BY: TMB
SHALL BE THE LARGER OF EITHER THE DEVELOPMENT LENGTH OF THE 20" 20^
STRUCTURE 'M' STRUCTURAL
LARGER BAR OR THE SPLICE LENGTH OF THE SMALLER BAR. _ IMPROVEMENTS - PLAN,
PLAN-COVER PLATES SECTIONS, DETAIL, AND NOTES
RECORD PLAN
SCALE: AS SHOWN
THIS RECORD PLAN WAS PREPARED BASED ON LIMITED INFORMATION
GATHERED DURING CONSTRUCTION OF THE PROJECT AND INDICATES ONLY
SIGNIFICANT CHANGES MADE FROM THE DESIGN PLANS DURING CONSTRUCTION. SHEET 6
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END ONLY. --- £L.-5.00 TIMISF9 BULKHEAD'S TO BE 3^e8 y` V SF BROWN rn
--- TONGUE:AICD GROOVE..PLANKS REMoveBLE SLABS 2�� G {O I V m
Lo Td.Td.FIT:TH5TDE:THE o SANITARY - I
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NOTES: PL .1N-S:CTiON
scaLE: aye°�Iao•
1. DETAILS ARE HALF OF ORIGINAL SCALE SHOWN.
STRUCTURE M 2. DETAILS ARE FROM CONSTRUCTION OF STRUCTURES M AND N IN 1971 AND ARE BEING PROVIDED BECAUSE THE STRUCTURE N
SCALE - SEE NOTE 1 CONTRACTOR WILL NEED TO PROVIDE ISOLATION OF THE WORK AREA IN! STRUCTURE M, INSTALL A SLIDE GATE IN SCALE - SEE NOTE 1
STRUCTURE M, AND INSTALL A NEW PIPE THROUGH THE STRUCTURE M WALL. IN ADDITION, THE CONTRACTOR MAY Upgrade of
NEED TO ENTER STRUCTURE N AS PART OF THE FLOW DIVERSION REQUIRED AROUND THE METERING CHAMBER. THE
CONTRACTOR WILL BE RESPONSIBLE FOR INSPECTING THE STRUCTURES AT THE BEGINNING OF THE PROJECT TO Peabody Metering
IDENTIFY CHANGES MADE SINCE THE STRUCTURES WERE CONSTRUCTED IN 1971.
3. DRAWINGS ABOVE DO NOT REFLECT AS-BUILT CONDITIONS OF STRUCTURE M IDENTIFIED DURING CONSTRUCTION, Facilities
WHICH ARE SHOWN ON SHEETS 3 AND 4.
STRUCTURAL NOTES: South Essex
GENERAL REINFORCEMENT Sewerage District
G1 CONTRACTOR SHALL INSPECT EXISTING STRUCTURE M PRIOR TO CUTTING WALL. R1 DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE: Contract No. 0V-2
TO IDENTIFY ANY FEATURES THAT MAY IMPACT THE PROPOSED OPENING NOTED, SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED
SIZE/LOCATION. CONCRETE (ACI 318)" AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES (ACI 315)", LATEST EDITION. Salem, Massachusetts
G2 THE ENGINEER SHALL HAVE THE RIGHT TO POSTPONE OR STOP CONCRETE OPERATIONS WHEN IN HIS R2 STEEL REINFORCEMENT, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM
JUDGMENT, REINFORCEMENT AND EMBEDDED ITEM INSTALLATION HAS NOT BEEN PROPERLY A615 GRADE 60 MINIMUM (YIELD STRENGTH - 60,000 PSI).
COMPLETED OR THE QUALITY OF CONSTRUCTION WILL IMPAIR STRENGTH AND DURABILITY OR
DESIRED FINISHED PRODUCT. COSTS ARISING FROM DELAYS DUE TO NONCOMPLIANCE WILL NOT BE R3 WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, PROVIDE REINFORCEMENT IN
CONSIDERED. ACCORDANCE WITH APPLICABLE TYPICAL DETAILS OR SIMILAR TO THAT SHOWN FOR
MOST NEARLY SIMILAR SITUATIONS, AS DETERMINED BY THE ENGINEER.
G3 GROUT SHALL BE A READY-TO-USE, NON-METALLIC, NON-SHRINK AGGREGATE PRODUCT REQUIRING
ONLY THE ADDITION OF WATER AT THE JOB SITE. GROUT SHALL BE AS MANUFACTURED BY FIVE R4 WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS
STAR PRODUCTS, INC.; EUCLID CHEMICAL COMPANY; MASTER BUILDERS; OR APPROVED EQUAL. CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES.
GROUT SHALL BE EASILY WORKABLE AND SHALL HAVE NO DRYING SHRINKAGE AT ANY AGE. R5 INSTALLAT10N OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO
COMPRESSIVE STRENGTH OF GROUT (2 INCH BY 2 INCH CUBES) SHALL NOT BE LESS THAN 5000 SCHEDULED) CONCRETE PLACEMENT. NOTIFY ENGINEER OF COMPLETION AT LEAST 24
PSI AT 7 DAYS, AND 7500 PSI AT 28 DAYS. HOURS PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF REINFORCEMENT.
R6 REINFORCEMENT SHALL BE SET BEFORE PLACING CONCRETE. SETTING ANY
REINFORCEMENT INTO WET CONCRETE IS PROHIBITED.
R7 REINFORCEMENT SHALL BE ACCURATELY PLACED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND
SHALL BE IFIRMLY SECURED IN POSITION BY WIRE TIES, CHAIRS, SPACERS, AND HANGERS, EACH OF
TYPE APPROVED BY THE ENGINEER. FOR SLABS, GRADE BEAMS, ETC. WHERE CONCRETE IS POURED
ON GRADE, USE ADDITIONAL SETUP BARS AND CONCRETE BRICK TO PROVIDE REQUIRED COVER OVER
REINFORCEMENT.
R8 BEFORE CONCRETE IS PLACED, RENFORCEMENT SHALL BE FREE OF EXCESSIVE RUST, DIRT, OIL, t o7/06 Record Plans
SCALE OR OTHER FOREIGN MATTER THAT WILL DESTROY OR REDUCE BOND REQUIREMENTS.
REINFORCEMENT EXPECTED TO BE EXPOSED TO WEATHER FOR A CONSIDERABLE LENGTH OF TIME Mark I Date IDescription
SHALL BE (PAINTED WITH A HEAVY COAT OF CEMENT GROUT. PROTECT STORED MATERIALS SO AS PROJECT NO: 5152612
NOT TO BEND OR DISTORT BARS IN ANY WAY. BARS THAT BECOME DAMAGED WILL BE REJECTED. FILE: SHEETS
R9 WHERE REINFORCING STEEL BARS ARE CALLED FOR TO BE EPDXY GROUTED INTO EXISTING DRAWN BY: TMF
CONCRETE, THE SYSTEM SHALL CONFORM TO HILT] HVA ADHESIVE OR HIT C-100 ANCHORING CHECKED: MPM, DJP
SYSTEMS, POWERS, POWER-FAST SYSTEM, OR APPROVED EQUAL. ANCHORAGE SHALL DEVELOP AN APPROVED BY: TMB
ALLOWABLE BOND STRENGTH EQUAL TO 24,000 PSI TIMES THE AREA OF THE BAR, OR AN ULTIMATE
STRENGTH EQUAL TO THE TENSILE STRENGTH OF THE BAR. STRUCTURAL NOTES AND
STRUCTURES M AND N
R10 THE MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE Y, TYPICAL. REINFORCING BARS RECORD PLAN
REFERENCE DETAILS
SHALL EXTEND A MINIMUM OF 6" INTO NEW CONCRETE/GROUT.
THIS RECORD PLAN WAS PREPARED BASED ON LIMITED INFORMATION SCALE: AS SHOWN
GATHERED DURING CONSTRUCTION OF THE PROJECT AND INDICATES ONLY
SIGNIFICANT CHANGES MADE FROM THE DESIGN PLANS DURING CONSTRUCTION.
SHEET 5
7/25/08
4" DRAIN WITH FLANGED PLUG VALVE AT I Tighe(,�[Bond
36" COUPLING BOTTOM OF PIPE-HANDWHEEL OPERATOR
EXISTING LOCATED AT EDGE OF PIPE I ELECTRICAL NOTES: Consulting ErigineerS
STEEL SLEEVE COUPLING INSTALLED
36" DI PIPE O I 1. EXISTING SIGNAL/CONTROL AND GROUND WIRING RECONNECTED TO NEW ELECTROMAGNETIC FLOW SENSORS. 53 Southampton Road
UNDER CHANGE ORDER NO. 11
WATERSTOPS AROUND PERIMETER OF PIPE I Westfield, Massachusetts
36" MJxMJ GATE VALVE AND WALL OPENING-ANNULAR SPACE ' GENERAL NOTES (413) 562-1600
36" DI PIPE AND BOX FILLED HATH NON-SHRINK GROUT I 1. NEW BURIED GATE VALVE RESTRAINED WITH RETAINER GLANDS. SEE SPECIFICATION SECTION 02514. WWWtigheBond.com
4't LG
10" DEWATERING PIPE LEFT IN' PLACE
WITH 1958 FRAME AND COVER I 2. CONTRACTOR ARRANGED FOR A MANUFACTURER'S SERVICE TECHNICIAN TO INSPECT AND TEST NEW
(PROVIDED BY THE DISTRICT) FOR I METER ONCE IT WAS REINSTALLED. REFER TO SPECIFICATION SEC71ON 13420.
FUTURE USE
NEW 36" MAGNETIC STRUCTURE M I 3. WASTEWATER BYPASS OF THE METERING CHAMBER WAS MAINTAINED BY THE CONTRACTOR DURING
FLOW METER I CONSTRUCTION UNTIL ALL PIPING, FLOW METER, WIRING AND ALL OTHER RELATED IMPROVEMENTS
SEE NOTE 6 WERE COMPLETED AND APPROVED BY THE ENGINEER.
SLIDE GATE 4. CONTRACTOR CORED OPENING FOR NEW 36" DI PIPE ALONG SAME CENTERLINE AS EXISTING 24" DI
PIPE IN THE METERING CHAMBER, AS SHOWN. CONTRACTOR SAW-CUT OPENING FOR NEW 36" DI
PIPE ABOVE EXISTING 36" DI PIPE OPENING IN STRUCTURE M AND REPAIRED CONCRETE WITH
A - - - - — - _ — - - _- _ _ _ — _ i - _ _ — _ — A NON-SHRINK GROUT, AS SHOWN.
' N Of
5. FOR INFORMATION REGARDING STRUCTURES M AND N, SEE SHEET 5.
o� TODD M. �y
12" I 6. A NEW MAGNETIC FLOW METER WAS INSTALLED TO REPLACE THE EXISTING MAGNETIC FLOW METER. o SANII ARY N�
I I I REFER TO CHANGE ORDER NO. 3. a No.37 + h
❑ ------- q°�,���ISTeRE�
COUPLING STEEL ANGLES IN TALLED I
1 G
uENnlanoN 36" TRANSITION TO TEMPORARILY ISOLATE 6•/$•�7
FAN ABOVE METERING CHAMB R-LEFT
BRICK CHIMNEY 36" SS IN PLACE FOR FUTURE "
OFFSET PIPE DISTRICT USE 2 OPERATING NUT
2x5' ALUM PLATE HATCH N
FOUNDATION FROM DECOMMISSIONED FACILITY I EL 15.501 EL 15.50±
t
SAMPLE PUMP
AND GRINDER 78" RC INTERCEPTING SEWER--------'e
EL 12.67
BASEMENT �ZN OF M,qs
FFE 3.5 B ��a 1P
I - Or DAVID J. yG
36" SS SLIDE - POPIELAROZYK
GATE AND FRAME cnnL
.. - 12•' Je No.374M
I STRUCTURE M
V �SIO� G
¢ EL 3_.25 I `
VENI7LAT/ON
FAN ABOVE
I - I - - INV EL 1.75 --- -- - -
EL 0.75 ;
' SS OFFSET PIPE
<` BASEMENT PLAN
SLIDE GATEUpgrade of
ELEVATION '00B DETAIL 1 Peabody Metering
1"=5' _ 1"=5' -
Facilities
NEW STRUCTURE M ACCESS South Essex
INSTALLED UNDER CHANGE ORDER
FENCE NO. 1-SEE SHEET 6 Sewerage District
GRANITE CURB
Contract 1 o. 06-2
5'x4' HATCH MANHOLE i5,X5' HATCH 2x5' HATCH MANHOLE l�
EL 16.50 HARMONY
_______ BITUARNO S GROVE ROAD r
BITUMINOUS DRIVEWAY WALK 3 WATERSTOP WELDED TO
EL 1s.s CONTINUOUS WATERSTOP AT
PERIMETER OF SAW-CUT 12 PIPE PERIMETER (3/8 MIN. Salem, Massachusetts
r i i i OPENING. THICKNESS) "
DECOMMISSIONED GREASE i ' I EL 12.67
AND GRIT FACILITY
8" THICK
CONCRETE SLAB —Jj_ •
I
48" DIr METER NON-SHRINK GROUT (TYP)
CORED iOPENIN 78" INTERCEPTOR
EL 7.33
I
I
STRUCTURE M EL 3.25
METERING 36" DI PIPE T 2" i _ —
CHAMBER -� I �"L 3.25 DRILLEE & EPDXIED #3 DOWELS
EL 2.52 9" O.C. AT BOTTOM AND. #3 DOWELS
EL 1.50 �`�,_ % _ _ _ _ _ _�r ® 12" O.C. TOP AND SIDES
— - — - — - - — - EL o.75 (3b8" MIN EMBEDMENT)
rz
STRUCTURE M
36" SS SLIDE GATE ANC)
EL —3.17 i FRAME i STEEL ANGLES NEW 36" SS OFFSET
' SEE DETAIL 1 INSTALLED TO
TEMPORARILY PIPE WITH 3" t o7loa Record Plans
NEW MAGNETIC FLOW - ------ -
ELECTRICAL NOTES: I V` oil
SUMP PUMP I Consulting Engineers
1. EXISTING SIGNAL/CONTROL AND GROUND WIRING DISCONNECTED FROM EXISTING ELECTROMAGNETIC
FLOW SENSOR. 53 Southampton Road
Westfield, Massachusetts
F PIP 2. LOOSE CABLE ASSEMBLY STRAPPED TO EXISTING CONDUIT FOR PRO CTION DURING CONSTRUCTION.
LENGTH 0 E TE DU G
REMOVED COORDINATED WITH NEW ' (413) 562-1600
WORK SHOWN ON SHEET 4 /y Www.fighebOnd.COm
78" RC INTERCEPTING SEWER (BYPASS) I
BELOW GROUND GENERAL NOTES:
STRUCTURE FROM B
DECOMMlSS/ONED.
FACILITY w C I 1. CONTRACTOR REMOVED, CLEANED AND REVIEWED CONDITION OF EXISTING MAGNETIC FLOW
TEST PIT EXCAVATED TO _ srRucruR� M METER.
o VERIFY DISTANCE
BETWEEN STRUCTURES 2. CONTRACTOR ARRANGED FOR A MANUFACTURER'S SERVICE TECHNICIAN TO INSPECT AND TEST
SAMPLING PORT THE NEW METER FOR DEFECTS AND CONFIRMED METER ACCURACY IMMEDIATELY FOLLOWING
5x4' HATCH ABOVE
ACC's PORT WITH s" PIPE INSTALLATION AND REACTIVATION OF THE SANITARY FLOWS THROUGH THE METERING CHAMBER
'
OPENING IN CONCR CUT PIPING.
FOR INSTAL ATION F NEW
L 00 55 P 3. FOR INFORMATION REGARDING THE STRUCTURES N AND M, SEE SHEET 5.
A i i i i i i i _ _ g PIPE
i - . 4. A NEW MAGNETIC FLOW METER WAS INSTALLED TO REPLACE THE EXISTING MAGNETIC FLOW
36"C/ I I I I I I -
+I, METER. REFER TO CHANGE ORDER NO. 3.
�P`�N OF Mgffq
- - -=E3a13_3"f oar' TODD M. �yG
11 TI !
OPENING
. BROWN N
---- ---- o SANITARY
. I ❑ LADDER No.37634
VVENTILATION FAN I 36"x24" REDUCER I 9ofFSF /sit% W
C METERING
ABOVE
" BRICK CHIMNEY PLATE GUIDES - I - FACILITY
REMOVED AND
B DISPOSED OF 5'x5' HATCH
: I EL 16.50
EL 15.50
IC W METER
SAMPLE PUMP SEENETGENERAL NOTES 1-4
AND GRINDER
BASEMENT
FFE 3.5 FOUNDA77ON FROM DECOMMISSIONED FACILITYI oVA of Af yrcy
DAVID J. G
m
78" RC INTERCEPT/NG SEWER POPIELARCZYK I o CIVIL
J.o No.374M
DECOMMISSIONEDAND GRITFACILI Y SE CHAMBER METERING METRASEMENTING S TA TION sit
ON SS1ON
VENTILATION FAN BASEMENT FFE 3.5
ABOVE tvli8�o7
PW PW I
9 EL 1.50
INV EL 0.00
LADDER
BASEMENT PLAN EL -3.17
1"=5'
Upgrade of
Peabody Metering
Facilities
SECTION e
1"=5 -
2' WIDE CONCRETE OPENING South ESS@X
ADDITIONAL CONCRETE CUT INTO ROOF SLAB AS PART
DEMOLITION WORK COMPLETED FENCE OF CHANGE ORDER NO. 1
UNDER CHANGE ORDER NO. 1 GRANITE CURB Sewerage District
5'x4" HATCH MANHOLE �I 5'x5' HATCH 2'x5' ALUM MANHOLE n �+ n' (�
J1_ EL 16.50 BITUMINOUS PLAIT£ Contract 1 o. 06-2
_-__--_-_ HATCH BITUMINOUS HARMONY
EL 15.50 - - DRIVEWAY
WALK GROVE' ROAD
Salem, Massachusetts.
DECOMMISSIONED GREASE i i i EL 12.67
AND GRIT FACILITY i 8" THICK
" CONCRETE SLAB 2'x5' HATCH
4"X16" STELEL
£L 15.501
36" Cl 3s" D/ REMOVED ; SHELF EL 8.85 78" INTERCEPTOR
EL 7.33 CHANN
14"
STRUCTURE M
24 TO 36" TAP (RED P/PI,' EL 5.17 SEE SHEET 5 £L 12.6 71
METERING , FOR DETAILS
CHAMBER C.I. WALL ,
SLEEVE rREMOVED AND STRUCTURE M
\ 1 DISPOSED OF PLATE EL 2.52
g EL 1.50 GUIDES
- — - — - - - - — - - — - — - - OPENING CUT IN CONCRETE PE
I EL 0.75 FOR INSTALLATION OF NEW
I I .
36" SS PIPE EL 6.38 -
SAW-CUT OPENING IN ,
t16 CONCRETE FOR INSTALLATION;
EL -3.17
f OF PROPOSED 36" SS PIPE
i
i 4" DRAIN ------ ---------------j 1 07/08 Record Plans
EXISTING CONCRETE
I
PIPE SUPPORT _ i Mark Date Descripfion
j (TYP OF 3) MAGNETIC FLOW METER - i j FOUNDATION FROM
SEE GENERAL NOTES 1-4 I DECOMMISSIONED FACILITY PROJECT NO: S152612
L----------------------------------------------------------------------------- ---------------------L--
FILE: SHEET3
'
36"x24' REDUCER ADDITIONAL CONCRETE
DRAWN BY: TMF
DEMOLITION WORK COMPLETED CHECKED: MPM,Dip
PIPE STAND UNDER CHANGE ORDER NO. 2. APPROVED BY: T'MB
TO BE REUSED
METERING CHAMBER- EXISTING
SECTION C CONDITIONS AND DEMOLITION
RECORD PLAN '"=5' PLAN
-
® SECTION A THIS RECORD PLAN WAS PREPARED BASED ON LIMITED INFORMATION SCALE: 1"=5'
EQUIPMENT TO BE REMOVED AND DISPOSED OF 1"=5' GATHERED DURING CONSTRUCTION OF THE PROJECT AND INDICATES ONLY
SIGNIFICANT CHANGES MADE FROM THE DESIGN PLANS DURING CONSTRUCTION. C+LJCC�
�7r,CC a/t/oe
Tigh!t1!!nnd
LIMITS OF 100-FOOT BUFFER ZONE GENERAL NOTES: eers
(AND PEABODY 100-FOOT NO DISTURB ZONE) �� 1. EXISTING BASEMAP INFORMATION BASED ON THE FOLLOWING: 53 Southampton Road
® � tts
BACKFILL WITH STANDARD 00 A. 1975 PEABODY-SALEM INTERCEPTING SEWER, SHEETS C-3, S-1 AND S-2, PREPARED BY METCALF & EDDY, INC., DATED (413)Westfield, Massachusetts
DMH ce GRAVEL BORROW 4 7 75.
100 / /00 www.tighebond.com
HARMONYB. SOUTHERN SUBCHAMBER DETAILS, 36—INCH DUCTILE IRON REPLACEMENT PIPE, DRAWING NO. 6, ADDENDUM NO. 2, PREPARED BY
GROVE_ '00 ATC ENVIRONMENTAL DATED 11/21/95.
75" RC INTERCEPTING SEWER 52 BR/CK INTERCEPT/NG SEWER ROAD ' DMH
STRUCTURE M C. REMOTE FACILITIES UPGRADE, PEABODY GREASE AND GRIT FACILITY PLANS AND SECTIONS, PREPARED BY MALCOM PIRNIE AND
10 SEE SHEET 5 WESTON & SAMPSON ENGINEERING, INC. DATED 1/9/98.
\ CB 76' RC /NTERCEPTI/yG
WER SEOMH / `
B?PASS + �� \ D. GRIT AND GREASE CHAMBER AT SALEM-PEABODY LINE, SHEETS 1-20, PREPARED BY METCALF & EDDY, DATED DECEMBER 1945.
_ -
FOUNDATION FROM
\ _ _ DECOMMISSIONED FACILITY / E. FIELD MEASUREMENTS.
WALK 2• LOCATIONS OF EXISTING PIPES, STRUCTURES, UNDERGROUND UTILITIES AND OTHER SITE FEATURES SHOWN IN THESE CONSTRUCTION
BITUM/NOUS WALK - _ BITUMINOUS
INLET CHANNEL of ' -- „ - - _ �% DOCUMENTS ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND STRUCTURES ARE SHOWN.
DECOMMISSIONED GREASE LIMIT OF SILTATION FENCE SERu TER - --- - A%% CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL DIMENSIONS AND LOCATIONS.
AND GRIT CHAMBER 2'xs' ACCESS HATCH '` �
SEE DETAIL THIS SHEET (TYP) / \ 3. SOIL BORING ADVANCED BY NEW HAMPSHIRE BORING OF DERRY, NEW HAMPSHIRE ON DECEMBER 27, 2006. SEE SPECIFICATIONS,
STRUCTURE N SUMP PUMP ' B a PIPIN O O APPENDIX B FOR BORING LOG. �H OF M..
SEE SHEET f IMPROVEMENT
MANHOLE 2 TODD M. y
FOR DETAILS SEE SHEET Q\N 4. ALL AREAS DISTURBED BY THE CONTRACTOR, NOT OTHERWISE COVERED WITH PAVEMENT, STONE OR STRUCTURES UNDER THIS BROWN N
s'xs' AccEss � CONTRACT SHALL RECEIVE 6" OF LOAM AND SEED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. o SANITARY
HAT H ELECTRICAL AND
STOP LOG YPASS RING TELEPHONE � 9 No 37&34 ti
_ PING - OVERHEAD WIRES '00 G\�•� 5. CONTRACTOR SHALL COORDINATE METERING STATION BYPASS NTH THE OWNER AND ENGINEER. CONTRACTOR SHALL SUBMIT
REDIRECTION EVICES CHAMBE DETAILED PLANS AND SPECIFICATIONS OF BYPASS OPERATIONS TO ENGINEER FOR REVIEW AND APPROVAL 30 DAYS PRIOR TO f
SEE NOTE 5 EET 4 , E EDGE OF PAVEMENT `% SCHEDULED BYPASS INITIATION DATE. BYPASS SHALL BE CONSTRUCTED SUCH THAT NO WASTEWATER SHALL FLOW INTO THE
LEGEND 36 Dl "' �� WORKSITE PIPING AND WORK AREAS. REFER TO SECTION 01510. 6•IS��
i♦ ,.•
00 do / 6. UPON COMPLETION OF BYPASS, CONTRACTOR SHALL PUMP REMAINING CONTENTS OF METERING STATION PIPING AND ASSOCIATED
PZ/• / / STRUCTURE M BYPASS/ISOLATED AREA TO THE ACTIVE SANITARY SEWER SYSTEM IN STRUCTURE M. CONTRACTOR SHALL SUBMIT
/ ..1'' _ - � THE DEWATERING AND DISPOSAL METHOD TO THE ENGINEER FOR REVIEW AND APPROVAL.
BUILD G 00� / _ �
, _ LIMITS OF FEMA
/ / �� FLOODWAY 7• CONTRACTOR SHALL MAINTAIN WASTEWATER FLOW THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT OPERATE
ABOVE- ADE CONCRETE SLAB i Pi•'
FROM BELO
GROUND STRUCTURE / ./�• DISTRICT WASTEWATER FACILITIES. CONTRACTOR SHALL REQUEST REQUIRED DISTRICT ASSISTANCE WITH OPERATING DISTRICT
FROM DECOMMISSIONED •/ , / N P`�' EQUIPMENT A MINIMUM OF 72 HOURS IN ADVANCE OF NEEDED ACTIVITY.
BIIUMINOU PAVEMENT �0 0 ACCESS w-Wrrr / GP WPcsl
Bt SOIL BORIN FACILITY (TYP) O �P4 • j R��fER PND WPtER 8. LIMIT OF WORK SHALL BE WITHIN THE FENCE LINE ON THE SOUTH ESSEX SEWERAGE DISTRICT OWNED PROPERTY AND WITHIN THE VA OF IV4,r
�S'x� HA rCH ABOVE /
. . . . . .
�,(vQ / ORS WP�R g00tE PUBLIC WAY, HARMONY GROVE ROAD, ALONG WITH EASTERLY BOUNDARY OF THE PROPERTY. o�� DAVID J. any`
UTILITY POLE O�Q TOP OF BANK ,. (�P D Ur10ER 9. ALL SURPLUS EXCAVATED MATERIAL ON THE PROJECT SITE SHALL BE REMOVED AND DISPOSED OF AT A PERMITTED OFF—SITE POPICe�czvrc .
FACILITY IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. EXCAVATED MATERIAL MAY CONTAIN URBAN DEBRIS, pR0 374B1a e
HA2 WETLAND FL CE AREA ��/� ' FORMER DISCHARGE PLUGGED OUILEr o �o/SIE ,'�
BOUNDARY FLAG OCAl10N �j� /••/' } SUCH AS COAL AND COAL ASH. SOIL TRANSPORTED OFF—SITE SHALL BE ACCOMPANIED BY ABILL—OF—LADING OR MATERIAL fss
BACKFILL WITH NATIVE MATERIAL SHIPPING RECORD TO BE SUBMITTED TO THE ENGINEER. r
— — — — — WETLAND RESOUR AREA G\ REMOVED FROM EXCAVATION 10. CONTRACTOR SHALL INSPECT EROSION AND SEDIMENTATION CONTROL BARRIERS AFTER EACH STORM EVENT AND REPAIR AS NEEDED
BOUNDARY OR DIRECTED BY THE ENGINEER.
-a--0---o— SILTATION FENCE LO TION � EXISTING CHAIN LINK FENCE -
LOCATION APPROXIMATE 11. ELEVATIONS ARE BASED ON SOUTH ESSEX SEWERAGE DISTRICT DATUM WHICH IS MEAN LOW WATER AND IS 4.46 FEET BELOW USGS
LIMITS OF FLOODWAY MEAN SEA LEVEL DATUM.
__ --- FENCE LINE AND LIMIT OF WORK IMPROVEMENTS 12. IF A PORTION OF THE PERMANENT FENCE IS REMOVED DURING CONSTRUCTION, PROVIDE A TEMPORARY BARRICADE DURING THE
SITE PLAN HOURS WHEN THE CONTRACTOR IS NOT ON SITE TO SECURE THE DISTRICT FACILITY AND PREVENT UNAUTHORIZED ACCESS.
1"=20' TEMPORARY BARRICADE WILL BE SUBJECT TO REVIEW AND APPROVAL OF ENGINEER.
13. APPLY ANTI-SEIZE COMPOUND SUCH AS NEVER-SEEZ OR APPROVED EQUAL TO ALL FASTENERS.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR. PROVIDING SUITABLE SIGNAGE, TEMPORARY FENCING, TEMPORARY BARRICADES,
TEMPORARY PLATES, AND ANY OTHER TEMPORARY FACILITIES TO PROTECT THE PUBLIC DURING THE WORK, INCLUDING ESPECIALLY Upgrade of
THE WORK AT STRUCTURE M, A PORTION OF WHICH IS LOCATED BELOW HARMONY GROVE ROAD.
'I'A" CLASS I BITUMINOUS CONCRETE Peabody Metering
TOP COURSE
11h" CLASS I BITUMINOUS CONCRETE Facilities
BINDER COURSE APPLY SEED CONSERVATION COMMISSION NOI NOTES:
SAW CUT (TYP) 6" LOAM 1. PEABODY ASSESSORS MAP 86, LOT 135A.
EXISTING PAVEMENT 12 EXISTING VEGETATION South Essex
2. SALEM ASSESSORS MAP 16, LOT 240.
\ \ 3. ESSEX COUNTY REGISTRY OF DEEDS, BOOK 3462, PAGE 541.
Sewerage District
w w = opo O \ � 4• PARCEL OWNED BY SOUTH ESSEX SEWERAGE DISTRICT.
� Z N po8�o80 0 // // // // // / Contract No. 06-2
5. ACCORDING TO FEMA FIRMS 250999 0001B (PEABODY) AND 250102A (SALEM), THE PROJECT AREA IS
U, Z �� `�' APPROXIMATE LIMIT OF SITUATED WITHIN THE LIMITS OF 1010-YEAR FLOODING (ie. BORDERING LAND SUBJECT TO FLOODING).
o0 F W 8 DISTURBED AREA Salem Massachusetts
om � . ' � . �. � :
z
5 N MECHANICALLY COMPACT 12"
"' PROCESSED GRAVEL BASE IN 6"
�a °°•'` LIFTS FOR PAVEMENT REPAIR
¢
w 12" ' 12" MECHANICALLY COMPACT TRENCH
MIN. MIN. BACKFILL MATERIAL IN 1 FOOT LIFTS. 3 3
SEE NOTE 1. _j Ate, WORK ZONE o
APPROXIMATE LIMIT OF-
DISTURBED PAVEMENT A�
SILT FENCE
ELAN
fO Z z " " SILT FENCE
�: • . . .
ST KES SPACED WOOD POSTS
AT 4'-5't O.C. SILT FENCE
FINISHED SUITABLE BACKFILL
EXCAVATION IN EXCAVATION IN GRADE -7 1 07/08 Record Plans
SILT FENCE
SUITABLE EARTH LEDGE Mark Date Description
PROJECT NO: 5152612
NOTE;
fO RUNOFF FILE: SHEET2
1. THE CONTRACTOR SHALL BE ALLOWED TO USE NATIVE MATERIAL REMOVED /�\ DRAWN BY: TMF
�\ . /~�/
DURING EXCAVATION FOR THE PROPOSED WORK FOR BACKFILL IF THE «: ��\, \/ CHECKED: MPM, DJP
MATERIAL COMPLIES WITH SECTION 02315 OF THE SPECIFICATIONS, UNLESS °00 GRADE ? APPROVED 3Y: TMB
NOTED OTHERWISE. MATERIAL IDENTIFIED AS UNSUITABLE IN THE m.
SPECIFICATIONS OR DURING CONSTRUCTION SHALL BE REPLACED WITHSEE DETAIL A 6" MIN. PROPOSED SITE PLAN
STANDARD GRAVEL BORROW IN ACCORDANCE WITH SECTION 02320 OF THE FABRIC
SPECIFICATIONS. BACKFILL PROCEDURE SHALL COMPLY WITH SECTION 02315. RECORD PLAN SECTION A-A DETAIL A
TRENCH DETAIL SILT FENCE SCALE: AS SHOWN
THIS RECORD PLAN WAS PREPARED BASED ON LIMITED INFORMATION NO SCALE
NO SCALE GATHERED DURING CONSTRUCTION OF THE PROJECT AND INDICATES ONLY
SIGNIFICANT CHANGES MADE FROM THE DESIGN PLANS DURING CONSTRUCTION. SHEET 2
SHEET
7/25/08
UPGRADE OF PEABODY METER-ING FACILITIES
SOUTH ESSEX SEWERAGE DISTRICT
SALEM , MASSACHUSETTS
CONTRACT
06 =2
NO .
JUIV2007SOUTH ESSEXSOUTH ESSEX
SEWERAGE BOARD SEWERAGE DISTRICT STAFF
WALTER A. DEFILIPPI , P . E .
Xti \ �` T � k' . y•'1 HAROLD G . NEWHALL
CHAIRMAN
EXECUTIVE DIRECTOR
9NTERCH
RICHARD M . CARNEVALE P . E . L. S . P .
A. HT, JR. , P . E .
DIRECTOR OF PUBLIC SERVICES PEABODY sy
ARTHUR KNIGHT,
. .^�f•a� R Ce y �..y !' -� . . GdI Cw•ae �` h'" '$.ftC ��%9
•��� DISTRICT ENGINEER.
Pk
KRICHARD RENNARD ALAN F TAUBER. TJR• , P . E
DIRECTOR OF PUBLIC SERVICES SALEM
tws,
FRANK J . KILLILEA, JR. , P . E .
COMMISSIONER OF PUBLIC WORKS, BEVERLYPROJECT
LOCATION „f
RICHARD P . RODGERS P . E . .�,
j
TOWN ENGINEER DANVERS , � `,; :• - _�„
DANA E . SNOWk
SUPERINTENDENT OF WATER AND SEWER ` �r ' t •4 dc f,
DEPARTMENT, MARBLEHEAD �� , scm .� ��� yPelm
SHEET NO. <e�
TITLEPak
1 COVER SHEET x, � << , . 4
..� , he&Bond
� ;�_ f��l � r . _,�';,,. �.'+ �fa•� '2 PROPOSED PLAN , ,� GOtlDpuRc � �*� •t. .�
-
Consulting Engineers
3 METERING CHAMBER - EXISTING CONDITIONS SCALE: 1 :25000
AND DEMOLITION PLAN t� �F M
�P� D 4 P`AN OF Mqs.
�� TODM. �y � '&`�`
BROWN "n �� DAVID J G
o SANITARY PDPIEIARCZVK m
4 METERING CHAMBER - PROPOSED IMPROVEMENTS 9 9 37 No 37481
�f�SSC,STERN 90,>�.SECiSTEA4G\����
5 STRUCTURAL NOTES AND STRUCTURES M AND N
S�ONA E
REFERENCE DETAILS
6 STRUCTURE "M" STRUCTURAL IMPROVEMENTS- RECORD PLAN
PLAN, SECTIONS, DETAIL, AND NOTES (ADDED BY THIS RECORD PLAN WAS PREPARED BASED LIMITED INFORMATION COMPLETE SET 6 SHEETS
GATHERED DURING CONSTRUCTION OF THE PROJECT AND INDICATES ONLYCHANGE ORDER NO. 1 ) SIGNIFICANT CHANGES MADE FROM THE DESIGN PLANS DURING CONSTRUCTION.
7/28/08 51526\COVER
Tighe&Bond
Consulting Engineers
LIMITS OF 100—FOOT BUFFER ZONE N, 53 Southampton Road
(AND PEABODY 100—FOOT NO DISTURB ZONE) Westfield, Massachusetts
s ® �
100 00 562-1600
www.tighebond.com
78" RC INTERCEPTING SEWER HARMONY GROVE ROAD00 00
to ® LEGEND
— - 78" RC INTERCEPTING SEWER (BYPASS) � '
BITUMINOUS WALK 100 ® UCTURBUILDING
0 FOUNO
A srRr-OUNDE M /,- `\ BITUMINOUS PAVEMENT
--'-- — ---___ A7/ON FROM
DECOMMISSIONED FACILITY �'� ABOVE—GRADE CONCRETE SLAB
0 _ x -- - - Bt SOIL BORING
APPROXIMATE LIMIT OF WORK e _� — = T' v
----- _ _ UTILITY POLE
'
INLET CHANNEL OF LIMIT OF SILTATION FENCE
DECOMMISSIONED GREASE SUMP PUMP B7
IA2 WETLAND RESOURCE AREA
\ - O � O
AND GRIT CHAMBER �y-PROPOSED PIPINGBITUMINOUS / �` � BOUNDARY FLAG LOCATION
IMPROVEMENTS WALK i
STRUCTURE N EDGE OrPAVEMENT, 0 \y BOUNDARY RESOURCE AREA
RING
CHAMB 00
E s I ���� "' F• 0 ° ° SILTATION FENCE LOCATION
MANHOLE PLwc PORT
(LOCA TION APPROXIMATE LIMIT OF WORK
BASEMET N :y APPROXIMATESAMPLE PUMP �'
_
BELOW a � �"'� � . . . . . . LIMITS OF FLOODWAY
AND GRINDER �„ •'
VENTILATION �•.�' _ — _ -
_ ..�
FAN AB
O\ OACCESS PORT
BELOW GROUND
10 STRUCTURE FROM �i x0 W/HH®TTCH ABO VE ,� �•,i'•� � �/��� G PN P W YS)
DECOMMISSIONED FACILITY u O - A / 1 \N P
O� O� TOP OF BANK IN R� Es PND
/ (� iQ� P5 NOR�ER WPZER g0D
(n\ LIMITS OF FEMA FLOODWAY-1/ O�
6
0���/ \ O / �-P'' i FORMER DISCHARGE PLUGGED OUTLET
I G\
NOTES:
1. PEABODY ASSESSORS MAP 86, LOT 135A.
2• SALEM ASSESSORS MAP 16, LOT 240.
3. ESSEX COUNTY REGISTRY OF DEEDS, BOOK 3462, PAGE 541.
4, PARCEL OWNED BY SOUTH ESSEX SEWERAGE DISTRICT.
5. ACCORDING TO FEMA FIRMS 250999 0001B (PEABODY) AND 250102A (SALEM), THE PROJECT AREA IS Peabody Metering
SITUATED WITHIN THE LIMITS OF 100—YEAR FLOODING (ieB
. BORDERING LAND SUBJECT TO FLOODING). of �)
Ii WORK ZONE li
� Chamber
PROPOSED IMPROVEMENTS Improvements
SITE PLAN
1"=20' B
South Essex
SILT FENCE
SEE DETAIL A Sewerage District
PLAN
2"x2" WOOD
STAKES SPACED
AT 4'-5'f O.C. Salem, Massachusetts
EXISTING GROUND WORK ZONE SILT FENCE
/\\/\\/
SECTION B-;,@
toRUNOFF
METERING CHAMBER 5'x5' HATCH 2x5' HATCH MANHOLE
5'x4' HATCH MANHOLE GRANITE
EL 15.5 CURB
SILT FENCE
DECOMMISSIONED GREASE i u SILT FENCE SUITABLE BACKFILL � GRADE
AND GRIT FACILITY i WOOD POSTS
EL s.so 7 E78" INTERCEPTOR SEE DETAIL B
36'" DI �
EL 7.33
j STRUCTURE M FINISHED DETAIL A
METERING CHAMBER GRADE
g EL 1.50 , EL 2.52
EL 0.75 /�\�\\�
i I
i
EL -3.17
i I Mark I Date IDescription
36" C/ i --" -'--- \\�\\� PROJECT NO. 51526
t --- Z U FILE. Figure1_Dsize
L------------------------------------ ------ ----- -- --- --j PROPOSED 36"
SLIDE GATE m DRAWN BY: TMF
REINSTALLED MAGNETIC PROPOSED a
FLOW METER 6" MIN. CHECKED: MPC, DJP
11-1/4' BEND REPAIR EXISTING 36 DI OPENING
RELOCATED 4" DRAIN (TYP OF TWO) WITH NON—SHRINK GROUT FABRIC APPROVED BY: TMB
DETAIL B
PROPOSED SITE PLAN - PROPOSED
SECTION A—A LINK SEAL (TYP) SILTATION FENCE IMPROVEMENTS
1"=10' NO SCALE
SCALE: AS SHOWN
SHEET X
512010;