HomeMy WebLinkAboutC1.00_Site Plan_Rev1_Stamped [2023-09-28] - Plans - 315 TURNPIKE STREET 9/27/2023 \\Vhb\gbl\prof\Wat-LD\11625.12\cad\Id\Concepts\Scoreboard\1162512 -Scoreboard Concept_Original.dwg E
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SITE 50' (TYP.)
1 y"X 1 z"X 4'WOOD STAKE
10' (MIN.) OR APPROVED EQUAL
SILT FENCE .- 101 Walnut Street
F 1 X1"WOOD STAKE, W
PLACED 10'O.C.ON "
" OX
f DOWNHILL SIDE OF
PO B 9151
EXISTING ,
PAVEMENT SILTSOCK Watertown, MA 02471
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PF
617 924 1770
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PLAN VIEW PROTECTED
L�AREA _ WORKAREAAVENUE
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SITE 50' (TYP.) �` Record Owner
EXISTING - \. " BIODEGRADABLE
�h
— t7_ MESH NETTING ""
4' (MIN.) PAVEMENT INSTALL SUPPLEMENTAL _ � �0. BF 3-�61 MERRIMACK COLLEGE
3 S; COMPOST MATERIAL �: 315 TURNPIKE STREET
FILTER TOP OF FLOW COMPOST FILLED
.� NORTH ANDOVER,MA
MOUNTABLE BERM SILTSOCK SILTSOCK/SILT "
FABRIC GROUND FENCE BARRIER(TYP.) a
1%"CRUSHED STONE (12"TYP.) iaae STABILIZED
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= General Notes
CONSTRUCTION EXIT � ��p O O � � '
CROSS-SECTION ? z c__ ,_,c ° � 1) THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN
8T - ao ° , . ACTUAL FIELD SURVEY CONDUCTED BY VANASSE HANGEN
O O
-- o R 1 TLIN INC. IN AUGUST 2 13 AND FROM DEEDS AN PLAN. F
NOTES ... O O B l S C UGL 5 , 0 . 0 D D- D S 0
.........._..._- �� .. ... A
............ o RECORD.
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1. EXIT WIDTH SHALL BE A TWENTY-FIVE(25) FOOT TYPICAL, BUT NOT
LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS APPROXIMATE LAYDOWN 2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED
NOTES
OCCURS. AND STOCKPILE AREA ;; 3F 3.16 UPON AN ACTUAL ON-THE-GROUND INSTRUMENT SURVEY
1. SILTSOCK SHALL BE FILTREXX SILTSOXX,OR APPROVED EQUAL. 1 f PERFORMED BY VANASSE HANGEN BRUSTLIN, INC. BETWEEN APRIL
2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL \ AND MARCH,2016,AND UPDATED FURTHER THROUGH APRIL 2021.
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC V
2. SILTSOCKS SHALL OVERLAP A MINIMUM OF 12 INCHES.
RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH CONSTRUCTION 3) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR ACCESS \ ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND
3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE
EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY
SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC AS NEEDED. \ �A' \
RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE QC EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL
PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN
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4. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON ~
PROVIDED AS NEEDED. WF 31548
ON THIS PLAN.
SITE,AS DETERMINED BY THE ENGINEER.
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3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL '? wF 3 154D 4) HORIZONTAL DATUM IS BASED ON MASS,GRID SYSTEM, NAD 1983.
FINISH MATERIALS BEING INSTALLED. 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE mob; \ ��` �� ELEVATIONS SHOWN ON THIS PLAN REFER TO NAVD OF 1988.
COLLECTED AND DISPOSED OF OFFSITE. HOSE FORS
DEWATERING
DE WATERING .\.,A
FILTER BAG _ 5) THE TREE SYMBOL OUTLINE SHOWN ON THIS PLAN DOES NOT
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8 REPRESENT THE ACTUAL TREE CANOPY
DEWATERING DISCHARGE ;.
6) THIS PLAN WAS COMPLETED WITHOUT THE BENEFIT TITLE
Stabilized Construction Exit 1/16 Siltsock Silt Fence Barrier 10/20 TO EXISTING CLOSED COMMITMENT.
;
DRAINAGE SYSTEM
N.T.S. Source:VHB LD_682 N.T.S. Source:VHB LD_658-A .......... K
- ) THE WETLANDS SHOWN ON THIS PLAN WERE FLAGGED BY VHB
\. ENVIROMENTAL DEPARTMENT AND FIELD SURVEYED BY VHB IN
CONNECT EXISTING x JANUAR 016.
Y2
ELECTRICAL CONDUIT
Td N1EW PAD '
4'x7'EL
ETRIC PAD i WF 3 154A WF 3 1$4E
15'(MIN.) SCOREBOARD TO BE REMOVED " wF 3-154F
FOLLOWING INSTALLATION OF
PROPOSED SCOREBOARD RESTORE OVER
" FOOTING WITH
^ I LOAM AND SEED
,
- .5
XWF 3 1 4
:: ;:: ;:: 0 10 20 40 Feet
SET ON
FILTER w3-155
• •• ••• FABRIC
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.......... ....:.
Duane StadIU m
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.. ... ....... .. ... ... . . .. ..
N
m
� N
FILTER BAG
,.
EXTENTS OF Video Board
�. BELOW GROUND
I FOOTING 315 Turnpike Street
w -1 F
3 56
North Andover, MA
wF
HOSE LAMP 1
o ,�;%''�,`.:"; .;;.;;;;::, •„ •;;:':;;::::;:�.; •.:;� os C STEEL COLUMN 5�
" ''' SECURE CONCRETE PEDESTAL
_ -,
® 11 }{
����� No. Revision Date Appvd.
DISCHARGE HOSE
�� - 1 DEWATERING REVISION 09/27/23
PUMP DISCHARGE RESURFACE TRACK FOLLOWING - - �� c ___
HOSE Q0 INSTALLATION OF '
- NOTE:LIMIT ONE DISCHARGE HOSE PER BAG U? ABOVE-GRADE
p TELECOMMUNICATION LINE
36' L X 34'H
18"W X 24"D TRENCH FOR 6"W
a SCOREBOARD
a, PLAN VIEW CONCRETE ENCASED CONDUIT
v
w 3.5'X3.5'
m VE
NON-WOVEN WF 3-152 CONCRETE-GRADE
'
No TEXTILE FOOTING L - �� _ PEDESTALS
m
w 10'(MIN.) )
�TYP.
HOSE CLAMP
Issued for Date
11'
023
.� .,,..,...;..;::.::::...:...:....;..;;.::::..,,..,,;••. ••,.•• Local Approvals
PUMP DISCHARGE X ,.. �SILTSOCK/SILT
A 8312
a :::..;;..;;..•;..••..•• •••.••• '•• '••• ••:•••:.•;..• .. •.. ;
FILTER BAG HOSE FENCE BARRIER(TYP.)
>; GROUND � "�•"�•':::•:;;::;;::;• ,,.••,.•••'.•••.•••.. -......-,:
SURFACE ,.; ,.,;;..;;,.•• •• ;..•;;.,;;::,;. • .' '
5� 1
Drawing Title
r _ r
Site Plan
a
o FILTER FABRIC
a
CROSS-SECTION
e ,
a NOTES �'
WF 3-150
p 1. BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
O .lam
Drawing Number
Dewatering Filter Bag 1/16 Scoreboard Column/Footing Cross Section (A - A') 8/23
�NH OF MAss
N N.T.S. Source:VHB LD_691 N.T.S. Source:VHB LDCD
JEFFREY W. GP
of o KOETTERITZ
N
CIVIL C1600
vhb
o ND.50595
v 0��� Sheet of
Nay 1 1
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i
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Project Number
�, 11625.24