HomeMy WebLinkAbout08/04/2022 - Site Plans - - S*Ite
a ns
• . •
' • - O
125 �
• • 114
s
133 S00
ATE
114
• - - 125
V1 I,
- 125 114
Architect
Channel Building Company
355 Middlesex Avenue
Owner Sheetindex Reference Drawings Wilmington,MA 01887-2163
Phone:978.657.7788
Merrimack College No. Drawing Title Latest Issue No. Drawing Title Latest Issue
315 Turnpike ke Street Fax:978.657.7788
p C-0.00 Cover Sheet August 4,2022 SV-1 Existing Conditions Plan of Land 6/29/2021
North Andover,MA 01845 C-1.00 Legend August 4,2022 4 VIEW 4 Views 3/23/2022 email:info@channelbuilding.com
C-2.00 Layout and Materials Plan August 4,2022
C-3.00 Grading,Drainage,and Erosion Control Plan August 4,2022
C-4.00 Utility Plan August 4,2022
Applicant C-5.01 Details Sheet August 4,2022
Merrimack College C-5.02 Details Sheet August 4,2022
315 Turnpike Street
North Andover,MA 01845
a
0
V
N
Z
a
0
0
a
V p1
i7
z
o
n N
m N
N
O
m R�
m
O 0000
Q
og� KQETTERITZ �' Q
a N
CIVIL N A
U W 50595 O
6
V
O N
V O w
a )
xN
\\vhb.com\gbl\proj\Wat-LD\11625.25 Butler Build ing\cad\Id\Pla nset\1162525-LG.dwg
O
v
s
Legend Abbreviations Notes
Exist. Prop. Exist. Prop. General General Order of Conditions �;Ml
0 CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR vhb
---- PROPERTY LINE SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE
PROJECT LIMIT LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES DRAINAGE AND SEWER SYSTEMS.
---- BUILDINGS ADJ ADJUST SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
RIGHT-OF-WAY/PROPERTY LINE 2. PRIOR TO ANY LAND DISTURBANCE ACTIVITIES COMMENCING ON THE SITE,THE DEVELOPER SHALL PHYSICALLY MARK
3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED LIMITS OF NO LAND DISTURBANCE WITH TAPE,SIGNS,OR ORANGE CONSTRUCTION FENCE,SO THAT WORKERS CAN
EASEMENT RIPRAP APPROY. APPROXIMATE IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND SEE THE AREAS TO BE PROTECTED.MARKERS SHALL BE INSPECTED DAILY AND ANY LOST/DAMAGED MARKERS SHALL
BUILDING SETBACK CONSTRUCTION EXIT BIT BITUMINOUS LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). BE PROMPTLY REPLACED. 101 Walnut Street
PARKING SETBACK 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES 3. PERMANENT VEGETATION AND EROSION CONTROL STRUCTURES,AS NECESSARY,SHALL BE INSTALLED PREFERABLY PO Box 9151
BS BOTTOM OF SLOPE
10+00 27.35 TCx TOP OF CURB ELEVATION (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6INCHES LOAM AND SEED. IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED BUT OTHERWISE NO LATER THAN THE FIRST FULL SPRING
---- t BASELINE BWLL BROKEN WHITE LANE LINE SEASON IMMEDIATELY THEREAFTER. Watertown,MA 02471
26.65 BCx BOTTOM OF CURB ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM
CONSTRUCTION LAYOUT EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER FINAL SITE 617.924.1770
GONC CONCRETE
132.75x SPOT ELEVATION STABILIZATION.DISTURBED SCILAREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE
----- ----- ZONING LINE 450 TWx 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. PERMANENTLY STABILIZED WITHIN 30 DAYS OF REMOVAL.
38.5 BW TOP&BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE
-- TOWN LINE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
BORING LOCATION EL ELEVATION Layout and Materials
LIMIT OF DISTURBANCE 69 TEST PIT LOCATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
ELEV ELEVATION AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CENTER LINE OF PAVEMENT
WETLAND LINE WITH FLAG Q MW MONITORING WELL THE WORK INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT MARKINGS,UNLESS OTHERWISE NOTED.
EX EXISTING DOCUMENTS.DO NOT CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT
FLOODPLAIN APPROPRIATE PERMITS. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED.
---- ---- UD UNDERDRAIN FUN FOUNDATION
BLSF BORDERING LAND SUBJECT 12"Dy 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM 3. CURBING SHALL BE VGC WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.
TO FLOODING DRAIN FEE FIRST FLOOR ELEVATION TRAFFIC CONTROL DEVICES.
�2 WETLAND BUFFER ZONE 6•RD� 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING,
ROOF DRAIN GRAN GRANITE 9, AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY PENETRATIONS,CONCRETE DOOR PADS,
uD2 NO DISTURB ZONE """"""""""'"""""""" _12""S_ SEWER SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC.
GTD GRADE TO DRAIN EXPENSE.
FORCE MAIN 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION
200'RA 200'RIVERFRONT AREA LA LANDSCAPE AREA 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR.
--- ---- OHW OVERHEAD WIRE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,
LOD LIMIT OF DISTURBANCE OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE
-- --- ---- GRAVEL ROAD -- -- 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE
EOP EDGE OF PAVEMENT MAX MAXIMUM IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
- -- 4"FP FIRE PROTECTION
88 BITUMINOUS BERM MIN MINIMUM 11.CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE
-- 2"DW DOMESTIC WATER RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. Demolition
BC BITUMINOUS CURB -- -- G GAS NIC NOT IN CONTRACT
12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF
GG CONCRETE CURB -- -- E ELECTRIC NTS NOT TO SCALE ADDITIONAL COST TO OWNER. WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBING,FENCES,UTILITY POLES,SIGNS,ETC.
CG UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF EXISTING UTILITIES,FOUNDATIONS
CURB AND GUTTER -- -- STM STEAM PERF PERFORATED 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE AND UNSUITABLE MATERIAL BENEATH AND FORA DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING
FCC EXTRUDED CONCRETE CURB -- -- 7 IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT FOOTPRINT INCLUDING EXTERIOR COLUMNS.
TELEPHONE PROP PROPOSED NO COST TO OWNER.
MCC MONOLITHIC CONCRETE CURB -- -- FA FIRE ALARM 2. EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,IN CONFORMANCE WITH LOCAL,STATE AND
REM REMOVE 14.PROJECTS THAT DISTURB GREATER THAN ONE ACRE OF LAND FALL WITHIN EPA JURISDICTION AND ARE INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE CONTRACTOR SHALL COORDINATE
PCC PRECAST CONIC.CURB --- ---- -CAN- CABLE N SUBJECT TO THE REQUIREMENTS OF THE NPDES CONSTRUCTION GENERAL PERMIT(CGP)PROGRAM. UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.
PET RETAIN THIS PROJECT ALONE DISTURBS LESS THAN ONE ACRE OF LAND AND IS ASSUMED NOT TO REQUIRE A
SGE SLOPED GRAN.EDGING CGP.HOWEVER,THIS PROJECT,IN COMBINATION WITH OTHER CAMPUS ACTIVITIES,MAY EXCEED THE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND
VGC O CATCH BASIN CONCENTRIC R&D REMOVE AND DISPOSE THRESHOLDS OF THE NPDES PROGRAM.THEREFORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAL REGULATIONS,ORDINANCES AND STATUTES.
VERT.GRAN,CURB O REPORTING THE ACTUAL LIMIT OF DISTURBANCE TO THE OWNER PRIOR TO CONSTRUCTION AND
® CATCH BASIN ECCENTRIC R&R REMOVE AND RESET PREPARING A SWEEP FOR THE PROJECT AND FILING A NOTICE OF INTENT FOR COVERAGE UNDER THE 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND
LIMIT OF CURB TYPE CGP,IF APPLICABLE. CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION.THE
O SAWCUT DOUBLE CATCH BASIN CONCENTRIC SWEL SOLID WHITE EDGE LINE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS
-----
ODOUBLE CATCH BASIN ECCENTRIC BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK ADDITIONAL COMPENSATION
® SWILL SOLID WHITE LANE LINE Utilities FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS
LL GUTTER INLET DISCOVERED DURING EXECUTION OF THE WORK,
BUILDING TS TOP OF SLOPE 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
O DRAIN MANHOLE CONCENTRIC REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS,THE ENGINEER HAS NOT
EN BUILDING ENTRANCE O TYP TYPICAL THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,DISCOVERY,REMOVAL,
DRAIN MANHOLE ECCENTRIC GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE.THE
LO LOADING DOCK NOR DOES IT GUARANTEE AGAINSTTHE POSSIBILITYTHAT ADDITIONAL UTILITIES MAY BE PRESENT ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS,DAMAGE,EXPENSE,DELAY,INJURY OR DEATH
- ® TRENCH DRAIN Utility THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO ORDERING MATERIALS AND BEGINNING ARISING FROM THE PRESENCE OF HAZARDOUS MATERIALAND CONTRACTOR SHALL INDEMNIFY AND HOLD
• BOLLARD PLUG OR CAP CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH.MOREOVER,THE ENGINEER SHALL
❑D DUMPSTER PAD
t ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THAT HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
00 CB CATCH BASIN CLEANOUT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INVOLVING THE ISSUES OF PRESENCE,DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER
SIGN CMP CORRUGATED METAL PIPE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. HAZARDOUS MATERIALS.
r FLARED END SECTION
._. DOUBLE SIGN CO CLEANOUT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING
HEADWALL CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS Erosion Control
DCB DOUBLE CATCH BASIN INTENDED,THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
-- --- STEEL GUARDRAIL O SEWER MANHOLE CONCENTRIC DMH DRAIN MANHOLE WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL,STATE,
- ---- WOOD GUARDRAIL O SEWER MANHOLE ECCENTRIC NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
CIP CAST IRON PIPE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
Cs 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS(MINIMUM)OR AS
PATH CURB STOP&BOX COND CONDUIT 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN(SWEEP).THE CONTRACTOR SHALL ADDRESS
wv ELEVATIONS ON THE GRADING AND UTILITY PLANS. DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL
JWW\ TREE LINE WATER VALVE&BOX DIP DUCTILE IRON PIPE PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC PROTECTED AREAS.
WIRE FENCE �� TAPPING SLEEVE,VALVE&BOX FES FLARED END SECTION AND TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND
-- - FENCE ' FIRE DEPARTMENT CONNECTION SHALL BE SET/RESET AS FOLLOWS: 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT
Hvo FM FORCE MAIN AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT
STOCKADE FENCE ^� FIRE HYDRANT A.PAVEMENTS AND CONCRETE SURFACES:FLUSH DEPOSIT.
---- _--- \„ WM F&G FRAME AND GRATE
-. pppppp STONE WALL ° WATER METER B.ALL SURFACES ALONG ACCESSIBLE ROUTES:FLUSH 4. CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ANY CATCH BASIN WITHIN 100 FEET OF THE LIMIT OF WORK.
PIV F&G FRAME AND COVER MAC Storage Building
RETAINING WALL POST INDICATOR VALVE G.LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE 5. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A
- STREAM/POND/WATER COURSE WATER WELL
GI GUTTER INLET SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT EROSION.
- - -••• �� ®
GT GREASE TRAP 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY 315 Turnpike Street
-- -- -••- DETENTION BASIN ® GAS GATE SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY, Existing Conditions Information
HAY BALES GAS METER
HDPE HIGH DENSITY POLYETHYLENE PIPE THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.).FINAL DESIGN North Andover,MA
� LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT, 1. BASE PLAN:THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY VHB.
-- X SILT FENCE H I HANDHOLE THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE No. Re�,o Date Ap,d.
•EMH ELECTRIC MANHOLE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR GROUND BY VHB,PER THE VOLPE ATHLETIC COMPLEX-MERRIMACK COLLEGE AS-BUILT PLAN OF LAND DATED, 1 Response to Comments 8/4/2022
c------ SILT SOCK/STRAW WATTLE EM HW HEADWALL POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE DECEMBER 8,2014 AND SUPPLEMENTED WITH ADDITIONAL FIELD VERIFICATION THROUGH 6/2021.
ELECTRIC METER ALARM,AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
HYD HYDRANT THE UTILITIES COMPANY, A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:VHB
---- -q- MINOR CONTOUR * LIGHT POLE
---- -20- MAJOR CONTOUR TMB INV INVERT ELEVATION 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: B.FLAGS MARKING THE WETLANDS WERE LOCATED BY:VHB,6/2021
_ - TELEPHONE MANHOLE
v 1= INVERT ELEVATION A.WATER PIPES SHALL BE DUCTILE IRON 2. TOPOGRAPHY:ELEVATIONS ARE BASED ON NAVD 1988.
v
vi 1O PARKING COUNT T❑ TRANSFORMER PAD
� LP LIGHT POLE B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM THE
.z C10 COMPACT PARKING STALLS VOLPE CENTER EXPANSION PROJECT PERFORMED BY MCPHAIL ASSOCIATES.
UTILITY POLE MES METAL END SECTION C.STORM DRAINAGE PIPES SHALL BE POLYVINYL CHLORIDE(PVC)DRAINAGE PIPE
- -- DYL DOUBLE YELLOW LINE \
SL GUY POLE PIV POST INDICATOR VALVE D.PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE Document Use Issued lnr Date
t° STOP LINE APPLICABLE.CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO Hi GUY WIRE&ANCHOR PVVW PAVED WATER WAY BEGINNING WORK. 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE,AND SHALL Local Approvals July 7,2022
a ,,,,,,,,,,, IIIIIIIIIIIII CROSSWALK o8 HAND HOLE NOT BE USED,IN WHOLE OR IN PART,FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE
N PVC POLYVI NYLCH LORI DE PIPE B. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, EXPRESSED,WRITTEN CONSENT OF VHB.ANY UNAUTHORIZED USE,REUSE,MODIFICATION OR ALTERATION,
v _ ® ACCESSIBLE CURB RAMP oB PULL BOX INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORIK RELATED ITEMS SUCH AS PULL INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY Not Approved for Construction
RCP REINFORCED CONCRETE PIPE BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS.SITE CONTRACTOR SHALL OR LEGAL EXPOSURE TO VHB. PP
ACCESSIBLE PARKING FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BYTHE UTILITY COMPANY AND AS
R- RIM ELEVATION INDICATED ON THE DRAWINGS. 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND DATA FILES THAT
Lk VAN-ACCESSIBLE PARKING ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH Legend
' MATCHLINE RIM= RIM ELEVATION 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT
COMPANY'S REQUIREMENTS. DOCUMENTS.
SMH SEWER MANHOLE
v 10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED
TSV TAPPING SLEEVE,VALVE AND BOX THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE CONTRACTOR SHALL REFER TO THE DETAIL
a MUNICIPAL STANDARDS.FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM SHEET DIMENSIONS,MANUFACTURERS'LITERATURE,SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED
UG UNDERGROUND DIAMETER SHALL BE 5 FEET. PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.
z UP UTILITY POLE As-Built Documentation
Drawing Number
a 1. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS-BUILT CAD AND POE DRAWINGS PREPARED AND CERTIFIED
m ALL EXISTING UTTIILITIES ENCOUNND OTERED DURING,FOR ALL 000NST0RUCTOI0N.ASEBU INSTALLED
SHALL D0CUMENTTH0EIC0MPLEECT,AS ITE LL AS ZN OF 1,p S9C C1.00
HORIZONTAL AND VERTICAL LOCATIONS OF UTILITY SYSTEMS,AND INCLUDE ELEVATIONS AND SWING TIES FOR ALL
.IEFFREY W. s
PIPES,STRUCTURES AND APPURTENANCES INCLUDING,BUT NOT LIMITED TO,UTILITY BENDS,TEES,GATE VALVES,WYE
0 og KOETTERITZ
CONNECTIONS,BUILDING SERVICE CONNECTIONS,MANHOLES,CLEANOUTS,ETC.AS-BUILT DRAWINGS SHALL CIVIL
IDENTIFY SIZES,MATERIALS AND INVERTS/ELEVATIONS OF ALL PIPES AND STRUCTURES.
No.50595
F
g- meet nr
,YS` �"ECG----
T „= 1 6
a
ti
mlea Number
1625.25
\\vhb.com\gbl\prcj\Wat-LD\11625 25 Butler Build ing\cad\Id\P la nset\1162525 LM dwg
O
s
>
21 22 23
24 24+84.74 25 26
O � I ��06
Vhb
SALEM TURNPIKE 101 Walnut Street
PO Box 9151
(PUBLIC—110'WIDE)(ROUTE 125—ROUTE 114) Watertown,MA02471
617.924.1770
—_ 1913 SHLO#1 5 _ _ _ _ _ �' 5
1913 SHLO�1455\
WF1_95 �TURNPIKE(ROUTE 114/125)STREET
N
— MERRIMACK COLLEG N --
210/225.0-0013-0—_� —
— -- -- -- -- —
— -- -- -- -- --
'ahr 12"LOAM AND SEED WITH NEW ---
ENGLAND WETLAND —
WF1 94 CONSERVATION/WILDLIFE MIX —— Q DRIP STRIP
eoxoz
\ INFILTRATION BASIN A>* , BD
\\ z BERM FOR 100-YR FREEBOARD=244.8 —
TOP OF BASIN=243.9 �— � —�
\ OVERFLOW WEIR=243.4 EXTENTS OF EXISTING
BOTTOM OF BASIN=242.9 —— — ,i. IMPERVIOUS
\ VEHICULAR SURFACE
ToAGE RL
M4
'°'M 03 WFA-104
�oaTlolt WFA-
WF1-110 END a� �--�
EN Hr E� 106
\NFA-107
V\FA
WF1-104 GABION , I I WFA-100
BAFFLES
— -� SEDIMENT .• � I. II WF?--102
\FAOW F1-105 WF1-109 FOREBAY BUILDING OVERHANG WFA-1O2
W72-105
07 BOARD vP. WF2 103 WF2 10
\AIF1 106
/
CONCRETE PAD AT !
LOADING
\AIF1-1O8 ' / �OQ ARCHITECTURAL(SEE
DOORS
EOP ... ..
�zo� ,Ge
mN#—
{ BC - MEET EXISTING 0 10 20 40 Feet
_. 1 .:z�
PAVEMENT ----. ----. -. -- --. -- '
SNOW STORAGE AREA Q MEET
AVEMENTING '
ftm =— APPROXIMATE
STOCKPILLAYDOWN AND LIMIT OF WORK,TYP. "
EAREA PAVEMENT MILL' -
&OVERLAY
muw mew EXISTING GARAGE
-- DOORS TO REMAIN MAC Storage Building
- 411" 315 Turnpike Street
- EXISTING MERRIMACK North Andover,MA
ATHLETICS CENTER u1 R Appd
,,po,,eWCe—M, 8;42022
_-_Y
Z
r
Issued for Date
M Local Approvals July 7,2o22
Zoning Summary Chart
Zoning District(S): Residence 3 Not Approved for construction
a Overlay District(S): None
m Zoning Regulation Requirements Required* Provided
T • •Materials Plan
MINIMUM LOT AREA 25,000 S.F. 466,0695.F.
a
FRONTAGE 123 Feet 1,109 Feet
0
FRONT YARD SETBACK 30 Feet 60 Feet
rl
w
— * SIDE YARD SETBACK 20 Feet >20 Feet
w —
N
REAR YARD SETBACK 30 Feet »30 Feet
Z
� --- MAXIMUM BUILDING HEIGHT 36 Feet 14.33 Feet Drar,-mq N„mbe,
a
IN c "Zoning regulators roqu r—,,t,as sped d rr Table 2:Summary of D me,r—1 Requirements[Amended
Andover I cna t 19s zo„ �PtH OF�Psb��
id 6-18-2019 STM by Art.1]from the Town of North And yaws per g
o C2.00
ni ,IEFFREY W.
o g KOETTERITZ
CIVIL
v
-o No.50595
P W
0
Q ,��_ Sheec or
2 6
m
v
1625.25
\\vhb\gbl\proj\Wat-LD\11625 25 Butler Building\cad\Id\Planset\11625.25 GD.dwg
s
N,\
21 22 23 24 24+84.7� 25 - 26 �-
o u
- - -•.��
SALEM TURNh;::E 101 Walnut street
PO Box 9151
(PUBLIC—110'WIDE)(ROUTE 125—ROUTE 114) Watertown,MA02471
�\ \ 617.924.1770
�-Z
0
- - -- -- -- --
� / CLEANOUT / -
\ _( 103 FEs INV= L -_
iNv SILTSOCK AND SILT
I SILTT
=za>.4o DRIP STRIP FENCE BARRIER(TYP.) / ao
V�94
�� --244.s---x
INFILTRATION BASIN %/ x __2445-- 2.44.8\
\ BERM FOR 100-YR FREEBOARD=244.8 /
\ TOP OF BASIN=243.9 ,`�/ /1 -243 \ °0
----
\ OVERFLOW WEIR=2242 'I 44.87/ 242.9 242.9x 2--- x_ _--==-x--- _r --
BOTTOM OF BASIN=242.9 �1x I 1 x -�4"PE PVC -- 2446
\� I I X a�
••\\\. \ 242.9 x 242.9 x I a P OP
STORAGE BLD Tx, 4
242.9x
K••.`2QJS� p 2429 I �/./-STORAGE LOCATION
I y ZAMBONI ICE WFA-103
OVERFLOW STON WFA-1O4
WF1-11O END SWALE 2434 x I EN HD D EN �-
/ a34.94 WFA-106
WF1 104 � GABION N L4. 1 42 1 4 24S WFA-100 WFA 105 FA-107
BAFFLES / / I x I J _ >--° , - WFZ-1O6
— '` zaq.�(Ex aa9(Ex) I x� �— �W F A-10 —�W FA-102
WF1105 WF1109 SEDIMENT I
WF2102 W"2105
SILTSOCK BARRIER FOREBAY INV-24290 101 I X \NFZ 104
za4 NF2 103
M' TP-5 x ` ti �-
�- 244.8. � 243. --u--x i
WF1 108 ; x z�
x -- J� I243.7(E4 24.0 // 2445 2
-x
`- -� � 245 mw�-
2492LEYy �. �2
satls
SNOW STORAGE AR/t ;_;;;;x -7.4 (EV / ; � 2451
x;
x
24
APPROXIMATE .�5�1X
- ft 'j LAYDOWN AND k � �► e�245.3(EX) Q0-- k STOCKPILE AREA LIMIT OF WORK,TYP. - 0 10 20 40 Feet
---------------------
lop
z.°° MAC Storage Building
101 TD
RIM-24100 315 Turnpike Street
INV=243.00 OUT
North Andover,MA
EXISTING MERRIMACK
ATHLETICS CENTER "°- Rev=°, °�`� '°p°°
- X y 1 Response to Comments 8/4/2022
r
ii
� v
I
N nroi moor Q
Y
Z
PARKING LOT INSET --
_ Issued for Dam
N
_ Local Approvals July 7,2022
i. Not Approved for Construction
K
Q A
STABILIZED —.mg Titin
C ONSTRUCTION EXIT
2
m f; a°a a° Grading,Drainage, •
ao nZ
PARKING LOT INSET °° a
a - Er
Match Line
Y
See Sheet C 3.00
o � o a°a o0
w - X•
.SI
SILTSOCK BARRIER
ova �mbe.
„
ring N
o
M \ H O F 1,,
-� N � C3.00
.IEFFREY W.
ITZ
vhb
, STABILIZED CONSTRUCTION EXIT �+
CIVIL
SILT SACK(TYPJ � No 50595 �
,. C X z x �F• 5 -`�� sheet or
rn 0 0° 0 0 -
a OQ0�0°000°0 -x s aG
m 0 o o°oo 00 00 0 = ov ' =ack - 3tin_E 3 6
0 o o CO)0 0 0 0 Match Line �•
o 0°°° a°° See Sheet Inset
a° a°ova°0
0 20 40 8 e 1625.25
\\vhb.com\gbl\prof\Wat LD\1162525 Butler Build l ng\cad\Id\P la nset\1162525 UTdwg
O
>
21 22 23
24 24+84.74 25 26
0--
Vhbs
SALEM TURNPIKE PO BWal
oxnutstreet
PO Box 9151
(PUBLIC—110'WIDE)(ROUTE 125—ROUTE 114) Watertown,MA02471
,\ 617.924.1770
oou
� TREET
.-
WF1-95 .�, ,� x
— -- -- -- -- --
— -- -- -- -- -- --
CLEA 243.
103 FE5 INV=243.8 —_
W F1-94 �
INFILTRATION BASIN A>�
\
BERM FOR 100-YR FREEBOARD=244.8\ z TOP OF BASIN=243.9 �— O N EXISTNG SANITARY
OVERFLOW WEIR=243.4 __ _4"PERE PVC__ ` SEWER FORCE MAIN
B TTOM OF BASIN=242.9 PROP (IF NECESSARY)
OSED �
STORAGE BLD
\� ovERFLowsTON ice/ I � WFA-103 WFA-104
WF1-110 END swALE EN HD a D EN
CONNECT TO
EXISTING GAS \ j ,G/ ---_______—_ / ——� W FA-107�—
--_ WE1-104 13 GABION / N I _
WFA-100
BAFFLES , RI:' / — _ WFP 105 WFZ 1D6
I WFA-WF1105 W 1 109 SEDIMENT WFA-102
WR 105
FOREBAY:
ES
WF1-107 INV 24290 101 I I WIF?-102
_
WF2-103 WF2-104
WF1-108 —� \
Q4
....3• ,... �01{9i
0 10 20 40 Feet
ew
-- ®—_
77' _, >
CONNECT TO EXISTING EMH
LIMIT OF WORK TYP
CON N ECT TO EXISTI N G TM IT
VERIFY LOCATION OF EXISTING 4"FORCE MAIN ivtw
- jp0 mtw AND RELOCATE IF NECESSARY
MAC Storage Building
101 TD ,
RIM 24400, 315 Turnpike Street
INV 24300,OMIT
North Andover,MA
EXISTING MERRIMACK
Na Rays on Data A d
ATHLETICS CENTER �Po�=a,oComma�u 8,4,20 °�
e �
o
- _ - - Issued for Dam
N " Local Approvals July 7,2oz2
o
Not Approved for Construction
Utility Plan
T
t
Y
s
w
G
Z
Drawing Number
d
OF 1,qs���
m .. �. ti C4.0O
.IEFFREY T
rTERITZ
KOE �'0
N
-- �' CIVIL
-o No.50595
F3,s s ,ECG r; maw nr
4 6
v
tuber
r1 5.25
\\vhb.com\gbl\proj\Wat-LD\l 1625.25 Butler Building\cad\Id\Planset\11625.25-DT.dwg
O
v
s
0
1 Y,"X 1 Y"X 4'WOOD STAKE
OR APPROVED EQUAL
SILT FENCE
1"X1"WOOD STAKE,
PLACED 10'U.C.ON
ROUNDED CONCRETE CAP - DOWNHI LL SIDE OF 101 Walnut Street
Vhb
SURFACE SILTSOCK
TREATMENT
VARIES 10.. 2"RADIUS(TYP.) PO Box 9151
CONCRETE FILL #
Watertown,MA 02471
SLOPE 2 6 2 BITUMINOUS
VARIES CONG.PAVEMENT 1 Yz"SUPERPAVE SURFACE COURSE-12.SMM /// 617.924.1770
(TOP COURSE) PROTECTED
1 Y"SUPERPAVE INTERMEDIATE COURSE-19.0MM L
w AREA WORK
w a BITUMINOUS o 6I'DIA.SCHEDULE 40 STEEL PIPE AREA
CONC.PAVEMENT v _ FILLED WITH CONCRETE.COLOR
(BINDER COURSE) d j _ SELECTED BY OWNER/ARCHITECT
PAINT PRIME AND FINISH COATS I BIODEGRADABLE� TO BE COMPATIBLE WITH MESH NETTING
` EXTERIOR METAL SURFACES. INSTALL SUPPLEMENTAL
r COMPOST MATERIAL
FLOW COMPOST FILLED
TOP UN SI ITT SOCIK
COMPACTED SUBGRADE FINISHED GRADE GROUND (12"TYPT
SURFACE TREATMENT VARIES
I
I STANDARD DUTY FLEXIBLE PAVEMENT z z
-- - III
NOTES 24'DIA.CONCRETE ENCASEMENT
PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE - NOTES
COMPACTED GRAVEL COMPACTED RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.
(1Yz"MAX STONE SIZE) GRAVEL COMPACTED GRAVEL 1. SILTSOCIK SHALL BE FILTREXX SILTSOXX,OR APPROVED EQUAL.
COMPACTED 2. SILTSOCIKS SHALL OVERLAP A MINIMUM OF 12 INCHES.
SUBGRADE - 'Y
_ 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM
EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY
AS NEEDED.
NOTES COMPACTED SUBGRADE
4. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON
ALL CURBING TO BE MACHINE EXTRUDED SITE,AS DETERMINED BYTHE ENGINEER.
5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE
COLLECTED AND DISPOSED OF OFFSITE.
Bituminous Curb(BC) 1/16 Bituminous Concrete Pavement Section 11/19 Bollard 12/19 Siltsock/Silt Fence Barrier 10/20
N.T.S. Source:VHB LID 406 N.T.S. Source:VHB REV LID 430 N.T.S. Source:VHB LD_700 N.T.S. Source:VHB LD 658-A
A A
RIPRAP STONE
STONE
CAST IRON GRATE
FES X Y Z SEE DRAINAGE PLANS STANDARD(20"X10")
NO. DIA.(D,o) FOR RIM ELEV.
X CATCH BASIN COMPATIBLE
102 5' 3' 13.51 6" WITH TRENCH DRAIN
SYSTEM
103 5' 5.33' 13.5" 6" 5=0.5%(TYP.)�� � SEE DRAINAGE PLANS
12" END N FOR PIPE SIZE,LOCATION
w
CAP AND INVERT ELEVATION PAVED AREA
02
O _ ¢ SEE APPLICABLE
> PAVEMENT SECTION LANDSCAPED AREA
_ PROFILE ANGLE FRAME SYSTEM
APR XLMI COMMON FILL/ MAC Storage Building
I
o o p OFEATION y ORDINARY BORROW
OF ENERGY ACO KLASSICDRAIN K200 SURFACE TREATMENT BUILDING COMPACTED GRANULAR FILL
- BO (OR APPROVED EQUAL) 8, VARIES
SAWCUT 315 Turnpike Street
—1 North Andover,MA
SAFETY BAR(5) -
�1
DRILL AND MORTAR HORIZONTALLY - DEPTH AND SURFACE No. R-,— oats Appvd-
TREATMENT VARIES
NO.6 REBAR EQUALLY SPACED 8 8 > 1 Response to Comments 8/4/2022
18"-1 BAR - GRAVEL DRIP STRIP LANDSCAPED AREA
24"-1 BAR PLAN .
30"-2 BARS
36"-2BARS APRON EDGE TO 00
48"-3 BARS BE SET LEVEL w w ? N WARNING TAPE
WITH FLARED END 8 - CAST-IN-PLACE
NOTES:SAFETY BARS TO BE INVERT ELEVATION CONCRETE ¢ Z
v
OMITTED WHERE 4' Y P.J 4' 8 > g „�FILTER FABRIC Q o
INDICATED ON PLANS. CO PERFORATED PIPE Z x
z_F o riF a
Z COMPACTED o - o
PRECAST CONCRETE FLARED 2"WASHED o
�w
a END SECTION GRAVEL STONE o�' d -
HAND TAMPED LAUNCHING
o SLOPE 1:1(MAX.) SU GRADE COMPACTED v COMPACTED BEDDING Issued to, Date
M STONE FOR PIPE ENDS Jul 7,2022
N FINISH Local Approvals y
GRADE Z
-- iD 12 COMPACTED
t =__ - __- - SECTION A-A MIN.)
yw•w�,.•,n�%t SUBGRADE
� � N SEDEDRA NAEG EAPLIANS - 20 Not Approved for Construction
z THI
TRENCH DRAIN LATCHBASIN NOTES
-o ENERGY DISSIPATION BOWL 1. TRENCH DRAIN SHALL BE HEAVY DUTY 12" 4 12" NOTES
Details Sheet
FILTER FABRIC A TYPE DESIGNED FOR HS-20 LOADING. "
1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH
CB DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,
v COMPACTED SUBGRADE CRUSHED STONE o �00000000000000000000000000000 0000000 2 C NCRN (TYPE
BE%(1.PSI CEMENT PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE
o BEDDING UUU CONCRETE(TYPE II)6%(1.5/±)AIR
(2"STONE SIZE) I SPECIAL SECTION REQUIREMENTS.
y N SECTION A-A A 3. TRENCH DRAIN GRATE SHALL MEET 2. USE METALLIC TRACINGIWARNING TAPE OVERALL PIPES.
II� II� AMERICANS WITH DISABILITY ACT
Z PLAN .Y (ADA)REGULATIONS. 3. COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL,
DIA. CRUSHED STONE,SAND,OR OTHER MATERIAL AS APPROVED BY o,awmq riembe,
VARIES ENGINEER.
Flared End Section(FES)with Stone Protection 3/19 Trench Drain 12/19 Underdrain(UD)with Drip Strip 1/16 Utility Trench 11/19 �P H 1,HS��� C5.01
o� .IEFFREY W Gu,
o N.T.S. Source:VHB REV LD_134 N.T.S. Source:VHB LD_190-A N.T.S. Source:VHB REV LD_184 N.T.S. Source:VHB LID o KOETTERITz
CIVIL
No.50595
sneer oe
Y
Fps/, E G 5 6
a
ti
a
yea number
1625.25
\\vhb.com\gbl\proj\Wat-LD\11625.25 Butler Building\cad\Id\Planset\11625.25-DT.dwg
O
v
s
A
SITE 50'(MIN.)
10(MIN)
CATCH BASIN GRATE
V REBAR FOR Z EXISTING 101 Walnut Street
SILTSACK BAG REMOVAL "' PAVEMENT PO Box 9151
MIRAFI 140N FILTER LENGTH=3 DIAMETER
FABRIC WRAP ADJACENT PVC-COATED GABION BASKET Watertown,MA 02471
TO EARTH FILLS INSTALLED WITHIN SUBGRADE
617.924.1770
PLAN VIEW A�
GRASS AREA(WIDTH PER PLAN)
0
PLAN VIEW SITE 50'(MIN.)
00vhb
EXISTING SHOULDER 6"LOAM
4"(MIN.) ' PAVEMENT TOP OF GABIONS ELEVATION MIN.4"DIAMETER (A*j4'MIN.) AND SEED
3'S
STONE TO BE USED FLOW 2% 2% FLOW
CATCH BASIN GRATE IN GABIONS - y
BOTTOM OF BASIN o
FILTER MOUNTABLE BERM S \
FABRIC SEE PVMT �\OAF. �c,,5
SILTSACK 1 Y,"CRUSHED STONE SECTION 1'gq�Fs OQ�.1P�
FLOW FLOW ~\ SV
SECTION A-A STONE FOR PIPE ENDS
CROSS-SECTION ����.........................,...
., (SEE DETAIL)
TO BE INSIDE
NOTES y y y\�TT ��jy y SEDIMENT FOREBAY
OVERFLOW PORT \� FES SOD
EXPANSION RESTRAINT 1. EXIT WIDTH SHALL BE A TWENTY-FIVE(25)FOOT MINIMUM,BUT NOT y y\ 111 �r r�/y y ,� 6"LOAM
LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS
OCCURS.
SECTION VIEW 2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
NOTES RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ;
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR
1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL
BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC
PLACED AND HAY BALES HAVE BEEN REMOVED. RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.BERM SHALL BE
PERMITTED.PERIODIC INSPECTION AND MAINTENANCE SHALL BE
2. GRATE TO BE PLACED OVER SILTSACK. PROVIDED AS NEEDED.
f' NOTES
3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL
EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED FINISH MATERIALS BEING INSTALLED. 1. SIDE SLOPES SHALL BE 31 MAX.2%MIN.
PROMPTLY AS NEEDED.MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN SEE GRADING AND DRAINAGE PLANS FOR VOLUME AND DEPTH INFORMATION 2. SEDIMENT FOREBAY INCLUDED FOR PRE-TREATMENT
PERMANENTLY STABILIZED
Siltsack Sediment Trap 1/20 Stabilized Construction Exit 1/16 Sediment Forebay with Gabion Baffles 1/16 Infiltration Basin 3/20
N.T.S. Source:VHB LD 674 N.T.S. Source:VHB LID 682 N.T.S. Source:VHB REV LID 166 N.T.S. Source:VHB REV LID 198
MAC Storage Building
315 Turnpike Street
North Andover,MA
No Revision Date Appvd-
1 Response to Comments 8/4/2022
Ic
.Z \\\\
Issued for Date
O
Local Approvals July 7,2022
0
Not Approved for Construction
Details Sheet
Tiflk
a
a
v
0
Z
Dawing dlumber
OF 1,,Rt C5.02
JEFFREY W. Gs
0 og KOETTERITZ
CIVIL
v
W.50595
sneer oe 6 6
a
ti
a
yea Number
1625.25
\\,hb corn\gbl\Nra\\NIaL-LD\'162'2,Buller Building\cad\/-pndwg\11625 a-EX dwg
O
V
Record Owner >
MERRIMATI<COLLEGE 1) THE PROPERTY IINFS SHOWN ON THIS PIA`I ARE BA FP UPON AN ACTUAI FIR D SURVFY
3N TURNPIKE REET CONDUCTED BY VANASSE HANGEN BRUSTLIN,INC IN AUGL T,2 3 AND FROM DEED`_AND ILANS _
NOR H ANDOVER,MA OF RECORD. %Soo
2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASE J UPON AN ACTUA-ON-THE-GROUND
INSTRUMENT SURVEY PERFORMED BY VANA>SE HANGEN BRUSTLIN,IN(.BETWEEN APRIL AND
M4RCH,2016 AND UPDATED AGAIN IN APRIL,2021,
3) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD
OBSERVATIONS AND IN-ORMATION OF RECORD.THEE ARE NOT WARRANTED TO BE EXACT Y
LOCATED NOR IS IT WARRANTED TI IAT ALL UNDERGROUND UTILITIES OR OFT IER STRUrTU3ES ARE
"ovhb
SHCYVN ON THIS PLAN.
5, 4) HORIZONTA-DATURI IS BASED ON MASS_GRID SYSTEM HAD 1983,ELEVATIONS S'IO\VN ON THIS
"I4 I- % PLAN REFER TO NAVD 0 1988. 101 Walnut Street
'mod SA L E M TURNPIKE THE TREE SYMBOL OIJTLINE SHOWN ON THIS PLAN DOES NOT REPRESENT THE ACTUAL TREE 30 Box 9151
CANOPY. Watertown,MA 02471
(PUBLIC-1101 WIDE)(ROUTE 125-ROUTE 114) 6) THIS PLAN WAS COMPLETED WITHOUT THE BENEFITTITLE COMMITMENT 617.924.1770
Plan References
-- -- --
-——-------------- --- c--EOP_
- PLAN ENTITLED"ELECTRICAL SITE LAYOUT-POWER.MERRIMACK COLLEGE-RESIDENCES"PREPARED BY Legend
LONGCHAMPS,DATED JANUARY5,2015
- - (A DRAIN MANHOLE
LL - - , .: PLANS FNTITLED"DRAIN,SEWER,WATER,ELECTRIC AND GAS AS-BUILTS-MERRIMACK COLLEGE PHASE BE CATCI BASIN
T'PREPARED BY J.MASTERSON COf1STRUC ICN,DATED JANUARY 7.2016 O SH0 R IdANH0 E
LEE ELECTRIC MANHOLE
OT TELEPHONE MANHOLE
—loos: 0 MANHOLE
1wo HH❑ HAND HOL-
%* O WATER GAT-
FIRE HYDRANT
\ ® B6AEOO W GATE
BOL
WF1-95 �, —� * LARD uGHr
STREET SIGN
0 HIGH POLE
o UTILITY POLE
\ /
\ o-cuv POLE
GUY WIRE
\ ;MONITORING WELL
�i vVF194 \ FLOOD LIGHT
�
MARSH
\ FFE-4�
FINISHED FLOOR ELEVATION NOT CNO COU D NOT OPEN
PIPE
IBLE
� REV NO IDYL DOUBLE YELLFL V LINE
� DL DASHED
SINGLE
EWHTE LINE
LS4 LANDcCAfEDA AREA
�"° P EDGE OF PAVEMENT
\NODDED CONCRETE CJRB
ry pp1°i
— c VERW LGRANITECURB
VIOODED l E
� UP#2966-2 SLOPED GRANITE EDGE
\ WFA 103 V1FA 104 w�RISERS e3IF BILLMINOUSC SEEM
�.
WF1-110 END �/}' BITLMINOu�cute
�__� GUARD FAIL
1 -0 o o-CHAIN LINI<FENCE
\
ER 1TH_ ' g� WFA 1 6 DUI � I `_` DRAINAGE LINE
WF1-104 ° E^o D FENCE / —sE\\R LINE
/UP#2956 3 �� UJFA 107 OVERHEAD WIRE
\ WFA-100 uND-RGROUND ELECTRIC
WF1 10\ Ir1 s L��1P� = IRA 101 w/RISER WFA 105 WF2 10�
T-TELEPHONE LINE
-10 TU1 O� /X N WFA-102— GAS LINE
BI
�_ F1 WF1-107 PAVEME_ Be, 2102/// WH2105 � /
r / WF2 103 WF2 104 f - N WATER LINE
5 � ' �ti - / o00000o STONE WALL
W1 �_____�_E / � •�� R• TREE LINE
SHRUB CONC 3' ti
F1-108 J E � T
LAG E SOL FOP _ B/• / B FT BUFFER ZONE
� URA F 2 O FT RIVER
FRONTNT A E,,
BASE __—_—_ wrr--- — ---�---- CONCRETE PAD �F,-,°
EA
6F PAD
BOL g NC. ,sr ioo UKI-OF
7BC VCe �d BIT.WALL' ram HNLALI I0.I!A ER
ATEU
SHR DANK
—mue 4VC GRASS -SULLARDS W PN[16(,IN Rl
4"TREE CONC:
\ ° p4n° - CONCRETE PAD =4" R
• FFE=245.0' SNOT Feu F-2.25",
2 RIS G"Pvc WITH CONDENSER
ERS �-
4 TRANSFORMER ON
1 � CONCRETE PAD „�„'
z _--_ ,� - � � � Merrimack College
R 2445E;
T GRASS z ENCLOSED 6PVC
TOP=239.8'
315 Turnpike Street
North Andover,Massachusetts
A JL
R=241�o
m �, 1
1 N. Revision Date Appvd-
I v
I
S TREE C(NcR?Tr WI�a °:`A C/p,
F"TRE 7WAILS RA�4p
3\"TREE
Y
BIT I _
WALK' I
—mao� —+awl—aao��aoo�
V B 4 m v 1
TREE j
Issued for Date I � I
47REE _,45r1, VOLPE ATHLETIC COMPLEX June 29,2021
v a I l7
o°
4"REE 0 Existing Conditions
al
w m I I
I O / Plan of Land
1 @
Y
�y upR 364 R-24oa7 d AUTO-SPRINKLER
-� 1 a a
R=7.40,42' I 4"TREE = SOFTOv 2374 I
(TRAP)
S v
G I UN!4N0\Nl�p� = 1
TREE
FFE 45.29
0 � L
f FFE=
N� op
7- P
5
I-23,a 17"CPP I � eer
wCR =23_.F"12"CNIP - -- -
1 = 20 0 20 40 FFE=245.28' VG(,(F j H
w
81' � N
VVCR 12i�7'8'P �; 1 SCALE IN FEET P�rRN-^ref
234.5'8"PVC(P55) I I I
11625.09
MnNUINPLS,
mj 2
22
------ -- - ------------- ------------ - ---------------
- - - - - - - - - - - - - - - - -- - - - - - u
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - -- -- -
ri
L--L
- - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
J
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- -- - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - - - - - - --- - - - - - - - N
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - -
- - - -- - - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - - -- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
F-
- - - - - - - TY - - - - - II
t4- - - - - - - - - - - -
- --------------- -
------------- -------------
-6 3e 7"
LLi
< 'z
:5� <
VP �5�5R Rooff z w k r w
1/2 12
12" FOUNDATION VVI 'Z-#(, TU5, #4 VERT @ 45"
12" x 24" PLAIN ffOOTINO
DRAWING#
4 VIEW