HomeMy WebLinkAboutCOA 425 Sandy Neck Road1"x6" WHITE PVC TRIM (TYP)CEDAR SHAKE SIDINGSOFFIT VENTS 2'-0" O.C.CONTINUOUS RIDGE VENTCONCRETE SLABON GRADE1"x6" WHITE PVCTRIM (TYP)EASTERN WHITECEDAR SHAKE SIDINGASPHALT SHINGLE ROOFINGASPHALT SHINGLE ROOFING8'-0"
8'-0"1"x6" WHITE PVC TRIM (TYP)EASTERN WHITECEDAR SHAKE SIDING (TYP)CONCRETE SLABON GRADESOFFIT VENTS 2'-0" O.C.CONTINUOUS RIDGE VENTASPHALT SHINGLE ROOFING8'-0" WEST ELEVATION 1/2" = 1'-0" EAST ELEVATION 1/2" = 1'-0" SOUTH ELEVATION 1/2" = 1'-0"1261268'-0"8'-0"CONCRETE SLABON GRADE12'-0"6'-0" X 6'-8" FIBERGLASS DOUBLEDOOR WITH PVC JAMB AND CASINGWITH THRESHOLD AND WEATHERSTRIPPING ALL SIDES8"
8"FINISH GRADEFINISH GRADE8"FINISH GRADESTAINLESS STEEL Z FLASHING (TYP)STAINLESS STEEL Z FLASHING (TYP)STAINLESS STEEL Z FLASHING (TYP)STAINLESS STEEL ZFLASHING (TYP)CONCRETE SLABON GRADE1"x6" WHITE PVCTRIM (TYP)EASTERN WHITECEDAR SHAKE SIDINGASPHALT SHINGLE ROOFING8'-0" NORTH ELEVATION 1/2" = 1'-0"12'-0"8"FINISH GRADESTAINLESS STEEL ZFLASHING (TYP)32' X 24' LOUVER - 232' X 24' LOUVER - 1DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Nov 14, 2024-4:37pm By: SOzturkLast Saved:11/14/2024Tighe & Bond:\\tighebond.com\data\Data\Projects\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-A-Shed.dwg
MARKDATEDESCRIPTIONB0633-008-A-Shed.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONA-201AIR COMPRESSORBUILDING - 1ELEVATIONSTJGDJBJPVAS SHOWN12/1/2021REV. PER ARCH. REV. COMM.
1"x6" WHITE PVC TRIM (TYP)CEDAR SHAKE SIDINGSOFFIT VENTS 2'-0" O.C.CONCRETE SLABON GRADE1"x6" WHITE PVCTRIM (TYP)EASTERN WHITECEDAR SHAKE SIDING(TYP)ASPHALT SHINGLE ROOFINGASPHALT SHINGLE ROOFING8'-0"
8'-0" SOUTH ELEVATION 1/2" = 1'-0" NORTH ELEVATION 1/2" = 1'-0" EAST ELEVATION 1/2" = 1'-0"1264'-0"CONCRETE SLAB ON GRADE8'-0"3'-0" X 6'-8" FIBERGLASS DOUBLEDOOR WITH PVC JAMB AND CASINGWITH THRESHOLD AND WEATHERSTRIPPING ALL SIDES8"
8"FINISH GRADEFINISH GRADESTAINLESS STEEL Z FLASHING (TYP)STAINLESS STEEL Z FLASHING (TYP)STAINLESS STEEL ZFLASHING (TYP)CONTINUOUS STAINLESS STEEL FLASHING.PROVIDE 1" CLEARANCE BETWEEN ASPHALTSHINGLE AND BOTTOM OF EXISTING CEDARSHAKE ON EXTERIOR OF MAINTENANCE GARAGEREMOVE EXISTING CEDAR SHAKESAS REQUIRED FOR INSTALLATION OFSHED ROOF AND WALLS1-1/2"x 1-1/2" WHITE PVCTRIM (TYP)EXISTINGMAINTENANCEGARAGE1"x6" WHITE PVC TRIM (TYP)CEDAR SHAKE SIDINGSOFFIT VENTS 2'-0" O.C.ASPHALT SHINGLE ROOFING8'-0"1264'-0"CONCRETE SLAB ON GRADE8"FINISH GRADESTAINLESS STEEL Z FLASHING (TYP)CONTINUOUS STAINLESS STEEL FLASHING.PROVIDE 1" CLEARANCE BETWEEN ASPHALTSHINGLE AND BOTTOM OF EXISTING CEDARSHAKE ON EXTERIOR OF MAINTENANCE GARAGE1-1/2"x 1-1/2" WHITE PVCTRIM (TYP)EXISTINGMAINTENANCEGARAGE24' X 32' LOUVER - 324' X 24' LOUVER 4REMOVE EXISTING CEDAR SHAKES ASREQUIRED FOR INSTALLATION OF SHEDREMOVE EXISTING CEDAR SHAKES ASREQUIRED FOR INSTALLATION OF SHEDDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Nov 14, 2024-4:37pm By: SOzturkLast Saved:11/14/2024Tighe & Bond:\\tighebond.com\data\Data\Projects\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-A-Shed.dwg
MARKDATEDESCRIPTIONB0633-008-A-Shed.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONA-202TJGDJBJPVAS SHOWN12/1/2021REV. PER ARCH. REV. COMM.AIR COMPRESSORBUILDING - 2ELEVATIONS
7Lighting
Bollard Lighting (Near Gatehouse)Dark Sky Lighting (Near Gatehouse/ ORV Entrance)
8
•Captures and infiltrates
stormwater runoff
•Planted with native plants
•Attracts pollinators with
increased biodiversity
•Plants filter out pollutants in
stormwater
Seaside Goldenrod / Little Bluesteam
Seaside Goldenrod
Source: Friends of Nachusa Grasslands
Source: Y. Laskaris/USFWSSource: Outsidepride Seed Sourc Source: Birds and Blooms Source: Native Garden Buzz
Indian Grass Butterfly Weed American Beachgrass
Vegetated Swale in Lower Lot
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-3:59pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONG-002
GENERAL NOTES, LEGEND,
AND ABBREVIATIONS
TJG/SO
TJG/DJB
JPV
NO SCALE
6/27/24
EXISTING PROPOSEDDESCRIPTION
ABBREVIATIONS
ABDN('D)ABANDON(ED)
AC ASBESTOS CEMENT PIPE
BC BITUMINOUS CURB
BFP BACK FLOW PREVENTOR
BIT BITUMINOUS
BL BASELINE
BLDG BUILDING
BND BOUND
BOC BOTTOM OF CURB
BOT BOTTOM
BS BOTTOM OF STEP
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CB CATCH BASIN
CEM CEMENT
CI CAST IRON PIPE
CL CENTERLINE
CLF CHAIN LINK FENCE
CO CLEAN OUT
CONC CONCRETE
CPP CORRUGATED
POLYETHYLENE PIPE
CY CUBIC YARD
DH DRILL HOLE
DI DUCTILE IRON PIPE
DIA DIAMETER
DMH DRAIN MANHOLE
E EAST
EF EACH FACE
EG EXISTING GRADE
EL/ELEV ELEVATION
ELEC ELECTRIC
EMH ELECTRIC MANHOLE
EOP EDGE OF PAVEMENT
EW EACH WAY
EXIST EXISTING
FES FLARED END SECTION
FF FINISH FLOOR
FM FORCE MAIN
G GAS
GG GAS GATE
GRAN GRANITE
HC HANDICAP
HDPE HIGH DENSITY
POLYETHYLENE
HMA HOT MIX ASPHALT
HYD HYDRANT
IN INCHES
INV INVERT
IP IRON PIN
L LENGTH OF CURB
LP LIGHT POLE
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MON MONUMENT
MJ MECHANICAL JOINT
INTERMEDIATE CONTOURS
INDEX CONTOURS
SPOT GRADE
MAGNITUDE & DIRECTION OF SLOPE
STORM DRAIN
SANITARY SEWER FORCE MAIN
GRAVITY SANITARY SEWER
WATER SERVICE
UNDERGROUND ELECTRIC
TELEPHONE SERVICE
COMMUNICATION SERVICE
OVERHEAD UTILITY
CURB
EDGE OF PAVEMENT
FENCE - WOOD POST
GUARDRAIL
STORM DRAIN STRUCTURES
SANITARY SEWER MANHOLE
WATER SERVICE STRUCTURES
ELECTRIC SERVICE STRUCTURES
EXISTING DUNE VEGETATION
PROPOSED LIMITS OF WORK
PARKING SPACES
TOAD EXCLUSION AREAS
DUNE PLANTINGS
PRIMARY DUNE RESTORATION AREAS
BACK DUNE RESTORATION AREA
0.0%
MANHOLE CATCH
BASIN
D
LEGEND
RESOURCE AREAS
WETLAND LIMIT
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
(ACEC) AREAS OF CRITICAL ENVIRONMENTAL CONCERN
BARRIER BEACH
COASTAL BEACH & COASTAL DUNE
LAND SUBJECT TO COASTAL STORM FLOWAGE
ABBREVIATIONS CONT'D
N NORTH
NITC NOT IN THIS CONTRACT
NTS NOT TO SCALE
N/A NOT APPLICABLE
N/F NOW OR FORMERLY
OC ON CENTER
OCS OUTLET CONTROL STRUCTURE
OH OVERHEAD
PB PLANT BED
PC POINT OF CURVATURE
PCC POINT OF COMPOUND
CURVATURE
PCPP PERFORATED CORRUGATED
POLYETHYLENE PIPE
PERF PERFORATED
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
P.T. PRESSURE TREATED
PVC POLYVINYLCHLORIDE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REV REVISION
ROW RIGHT OF WAY
RT RIGHT
R&D REMOVE AND DISPOSE
R&R REMOVE AND RESET
R&S REMOVE AND STACK
S SOUTH
SAN SANITARY
SCH SCHEDULE
SF SQUARE FOOT
SMH SEWER MANHOLE
SS STAINLESS STEEL
STA STATION
STL STEEL
STRM STORM
T TANGENT LENGTH
TC TOP OF CURB
TEL TEL-DATA
TP TEST PIT
TS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UP UTILITY POLE
W WATER
WG WATER GATE
WV WATER VALVE
XFMR TRANSFORMER
DEMOLITION / GEOTECHNICAL
EROSION & SEDIMENT CONTROL
UTILITY TO BE ABANDONED
UTILITY TO BE DEMOLISHED
ITEM TO BE DEMOLISHED
CLEARING & CRUBBING
TEST PIT
LEGEND
LEGEND
25
EROSION CONTROL AND RESOURCE AREA PROTECTION NOTES
1.PROVIDE ALL EROSION CONTROL MEASURES SHOWN, SPECIFIED, REQUIRED BY PERMIT, AND/OR REQUIRED BY THE ENGINEER PRIOR TO ANY
CONSTRUCTION OR IMMEDIATELY UPON REQUEST. MAINTAIN SUCH CONTROL MEASURES UNTIL FINAL SURFACE TREATMENTS ARE IN PLACE AND/OR
UNTIL PERMANENT VEGETATION IS ESTABLISHED. INSPECT AFTER EACH RAINSTORM AND DURING MAJOR STORM EVENTS TO CONFIRM THAT ALL
SEDIMENTATION AND EROSION CONTROL MEASURES REQUIRED ARE IN PLACE AND EFFECTIVE.
2.INSTALL SILT SACKS OR OTHER APPROVED SEDIMENTATION BARRIERS IN/AT ALL CATCH BASINS IN THE PROJECT AREA.
3.COMPACT, STABILIZE, AND LOAM AND SEED SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND AS REQUIRED BY PERMITS. GRADE SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS TO A MAXIMUM SLOPE OF 3
HORIZONTAL TO 1 VERTICAL (3H:1V), WHERE POSSIBLE. PROVIDE BIODEGRADABLE EROSION CONTROL BLANKETS TO PREVENT EROSION WHERE SLOPES
ARE STEEPER THAN 3H:1V.
4.SETTLE OR FILTER ALL SILT-LADEN WATER FROM DEWATERING ACTIVITIES IN A SEDIMENTATION OR FILTER BAG TO REMOVE SEDIMENTS PRIOR TO
RELEASE USING A SEDIMENTATION OR FILTER BAG LOCATED DOWN-GRADIENT OF THE DEWATERED AREA.
5.REMOVE AND PROPERLY DISPOSE OF SILT TRAPPED AT BARRIERS IN UPLAND AREAS OUTSIDE BUFFER ZONES. REMOVE MATERIALS DEPOSITED IN ANY
TEMPORARY SETTLING BASINS AT THE COMPLETION OF THE PROJECT. RESTORE ALL DISTURBED AREAS TO THEIR PRECONSTRUCTION CONDITION.
6.SWEEP, COLLECT, REMOVE AND DISPOSE OF ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS AT THE END OF EACH DAY.
7.LOAM AND SEED ALL DISTURBED VEGETATED AREAS TO ESTABLISH COVER AND STABILIZATION AS SOON AS POSSIBLE FOLLOWING DISTURBANCE.
8.MAINTAIN AN ADDITIONAL SUPPLY OF EROSION CONTROL MEASURES ON-SITE FOR EMERGENCY REPAIRS.
9.STORE FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS IN A SECONDARY CONTAINER AND REMOVE TO A SECURE LOCKED AND COVERED AREA
DURING NON-WORK HOURS.
10.PROVIDE A SUPPLY OF ABSORBENT SPILL RESPONSE MATERIALS SUCH AS BOOMS, BLANKETS, AND OIL ABSORBENT MATERIALS AT THE CONSTRUCTION
SITE AT ALL TIMES TO CLEAN UP POTENTIAL SPILLS OF HAZARDOUS MATERIALS. IMMEDIATELY REPORT SPILLS OF HAZARDOUS MATERIALS TO THE STATE
ENVIRONMENTAL AGENCY AND THE MUNICIPALITY WHERE THE WORK IS OCCURRING.
GENERAL NOTES
1.NOTIFY DIGSAFE AT 1-888-344-7233 AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 72 HOURS PRIOR TO ANY
DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS.
2.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IN ADDITION, SOME UTILITIES MAY NOT BE SHOWN. DETERMINE THE EXACT LOCATION OF
UTILITIES BY TEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND/OR INTERRUPTIONS IN UTILITY SERVICE.
PERFORM TEST PIT EXCAVATIONS AND OTHER INVESTIGATIONS TO LOCATE UTILITIES, AND PROVIDE THIS INFORMATION TO THE ENGINEER, PRIOR
TO CONSTRUCTING THE PROPOSED IMPROVEMENTS. LOCATE ALL EXISTING UTILITIES TO BE CROSSED BY HAND EXCAVATION.
3.NOT ALL OF THE UTILITY SERVICES TO BUILDINGS ARE SHOWN. THE CONTRACTOR SHALL ANTICIPATE THAT EACH PROPERTY HAS SERVICE
CONNECTIONS FOR THE VARIOUS UTILITIES.
4.BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.
5.TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS
WITHOUT WRITTEN AUTHORIZATION FROM TIGHE & BOND.
6.EXCAVATE ADDITIONAL TEST PITS TO LOCATE EXISTING UTILITIES AS DIRECTED OR APPROVED BY THE ENGINEER.
7.NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE
OR MATERIAL.
8.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY; COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, AND WITH OTHER CONTRACTORS
WORKING WITHIN THE LIMITS OF WORK, THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK.
9.OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY
INSPECTIONS AND APPROVALS FROM THE JURISDICTIONAL AUTHORITIES.
10.SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY
CODES.
11.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE
SHOWN ON THE DRAWINGS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.
12.PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE
LIMITS OF THE CONTRACT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO
PREVENT SAND AND SILT FROM DISTURBED AREAS FROM ENTERING THE DRAINAGE SYSTEM.
13.NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY
APPLICABLE LAW, REGULATION, CODE, STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS.
14.THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING
CONSTRUCTION, WHETHER ABOVE OR BELOW GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER AND AT
NO COST TO THE PROPERTY OWNER.
15.TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK
AND STAGING AREAS AT THE COMPLETION OF EACH DAYS WORK.
16.NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON
REQUEST, BUT BACKFILLING IS PREFERRED.
17.THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS
THROUGH THE WORK AREA, OR FOR SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH
THE CONTRACTOR'S APPROVED TRAFFIC CONTROL PLAN.
18.MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION.
19.WHEN WORKING IN THE ROAD, PROVIDE THE OWNER AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES A DETAILED PLAN OF APPROACH INDICATING
METHODS OF PROPOSED TRAFFIC ROUTING ON A DAILY BASIS. PROVIDE COORDINATION TO ENSURE COMMUNICATION AND COORDINATION
BETWEEN THE OWNER, CONTRACTOR AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES THROUGHOUT THE CONSTRUCTION PERIOD.
20.REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,
STATE, AND FEDERAL LAWS.
21.THE TERM "DEMOLISH" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REQUIREMENTS.
22.THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED
OR NOTED ON THE DRAWINGS.
23.ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS.
BASE PLAN NOTES
1.THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:
·SURVEY DATA PROVIDED BY THE WOODS HOLE GROUP AND THE TOWN OF BARNSTABLE IN AUGUST 2022 AND APRIL 2023
·THE RESOURCE AREA BOUNDARIES DEPICTED ON THE DRAWINGS WERE DELINEATED BY THE WOODS HOLE GROUP
2.UTILITY LOCATIONS SHOWN WERE PLOTTED FROM INFORMATION SUPPLIED BY RESPECTIVE UTILITY COMPANIES AND DATA OBTAINED FROM FIELD
SURVEYS AND AS BUILT DRAWINGS. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS IS NOT
GUARANTEED. DETERMINE THE LOCATIONS AND ELEVATIONS OF ALL UTILITIES WHICH MAY AFFECT CONSTRUCTION OPERATIONS.
3.THE DRAWINGS ARE BASED ON THE FOLLOWING DATUMS: HORIZONTAL NAD83 ; VERTICAL NAVD88
4.THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.
SURFACE RESTORATION NOTES
1.ALL PAVEMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
2.PROVIDE SITE GRADING AT ACCESSIBLE SIDEWALK RAMPS, SIDEWALKS, AND BUILDING ENTRANCES THAT IS CONSISTENT WITH THE RELEVANT ACCESS REQUIREMENTS OF THE
ARCHITECTURAL BARRIERS ACT (ABA), THE AMERICANS WITH DISABILITIES ACT (ADA), AND MA ARCHITECTURAL ACCESS BOARD REQUIREMENTS (AAB). SMALL CHANGES IN GRADE OVER
RELATIVELY SHORT DISTANCES (E.G. AT PARKING SPACES, ACCESSIBLE ROUTES, AND RAMPS) MIGHT NOT BE CLEARLY DEPICTED WITHIN THE CONTOUR INTERVAL SHOWN. COMPLY WITH
THE CRITERIA IN THESE STANDARDS. SELECT MAXIMUM SLOPE CRITERIA ARE REPRODUCED BELOW:
- ACCESSIBLE PARKING STALL AND PASSENGER LOADING ZONE (ANY DIRECTION) SLOPE < 2.0%
- LONGITUDINAL SLOPE ALONG ACCESSIBLE ROUTES < 5.0%
- CROSS SLOPE ALONG ACCESSIBLE ROUTES < 2.0%
3.PROTECT PROJECT FEATURES (E.G., WALLS, FENCES, MAIL BOXES, SIGNS, SIDEWALKS, CURBING, STAIRS, WALKWAYS, TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION, INCLUDING
PROVIDING TEMPORARY SUPPORTS, WHEN APPROPRIATE.
4.IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITE FEATURES ONLY UPON APPROVAL OF ENGINEER. REPLACE ALL
REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUAL OR BETTER IN QUALITY AND CONDITION TO THE ITEMS REMOVED.
5.EXISTING SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LAND SURVEYOR LICENSED IN THE STATE IN WHICH THE WORK IS PERFORMED AT NO
ADDITIONAL COST TO THE OWNER.
6.COORDINATE THE ADJUSTMENT OF EXISTING UTILITY STRUCTURES WITH EACH RESPONSIBLE UTILITY OWNER PRIOR TO RECONSTRUCTION AND/OR PAVING OPERATIONS. RAISE ALL
STRUCTURES TO FINISHED GRADES PRIOR TO THE END OF THE CONSTRUCTION SEASON AND PRIOR TO FINISHED PAVING.
7.REPAIR DISTURBED PAVED SURFACES AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BY THE OWNER.
8.TRANSFER ALL TEMPORARY BENCHMARKS, AS NECESSARY.
9.ACCOMMODATE PEDESTRIAN TRAFFIC WHERE A SIDEWALK IS TO BE CLOSED FOR SAFETY. “SIDEWALK CLOSED HERE” SIGNS SHALL BE USED AT THE NEAREST SAFE INTERSECTION. SEE
TRAFFIC CONTROL DETAILS FOR SIGN INFORMATION.
10.REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBED BY THE WORK IN-KIND, UNLESS OTHERWISE NOTED. RESTORE
SURFACES TO EXISTING OR PROPOSED CONDITIONS AS INDICATED ON THE DRAWINGS.
11.PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS AND WALKING SURFACES.
23.20
OE OE
TABLE OF TIDAL DATUMS
HAT / HTL = 6.5'
MHW = 4.2'
NAVD88 = 0.0
MLW = -5.4'
W W
E E
T T
T-C T-C
SS SS
VALVE
18
UPOLE
LGHTSx xxDESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-100
OVERALL SITE PLAN
TJG/SO
TJG/DJB
JPV
1" = 80'
00 80'160'
SCALE: 1" = 80'
N
100-FOOT BUFFER ZONE
WETLAND
50-FOOT BUFFER ZONE
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLA
N
D
WETLAND
WETLAND
WETLAND
EXISTING ORV TRAIL
SANDY NECK BEACH ROAD
SANDY NECK BEACH
SEE SHEET C-101 FOR EXISTING CONDITIONS PLAN - 1
SEE SHEET C-201 FOR EROSION CONTROL AND DEMOLITION PLAN - 1
SEE SHEET C-301 FOR SITE LAYOUT AND MATERIALS PLAN - 1
SEE SHEET C-401 FOR SITE GRADING AND DRAINAGE PLAN - 1
SEE SHEET C-501 FOR SITE LANDSCAPING PLAN - 1
SEE SHEET C-105 FOR GATEHOUSE EXISTING CONDITIONS PLAN
SEE SHEET C-205 FOR GATEHOUSE EROSION CONTROL AND DEMOLITION PLAN
SEE SHEET C-305 FOR GATEHOUSE SITE LAYOUT AND MATERIALS PLAN
SEE SHEET C-404 FOR GATEHOUSE SITE GRADING AND DRAINAGE PLAN
SEE SHEET C-405 FOR GATEHOUSE UTILITIES SITE PLAN
SEE SHEET C-102 FOR EXISTING CONDITIONS PLAN - 2
SEE SHEET C-202 FOR EROSION CONTROL AND DEMOLITION PLAN - 2
SEE SHEET C-302 FOR SITE LAYOUT AND MATERIALS PLAN - 2
SEE SHEET C-402 FOR SITE GRADING AND DRAINAGE PLAN - 2
SEE SHEET C-502 FOR SITE LANDSCAPING PLAN - 2
SEE SHEET C-103 FOR EXISTING CONDITIONS PLAN - 3
SEE SHEET C-203 FOR EROSION CONTROL AND DEMOLITION PLAN - 3
SEE SHEET C-303 FOR SITE LAYOUT AND MATERIALS PLAN - 3
SEE SHEET C-403 FOR SITE GRADING AND DRAINAGE PLAN - 3
SEE SHEET C-503 FOR SITE LANDSCAPING PLAN - 3
SEE SHEET C-104 FOR EXISTING CONDITIONS PLAN - 4
SEE SHEET C-204 FOR EROSION CONTROL AND DEMOLITION PLAN - 4
SEE SHEET C-304 FOR SITE LAYOUT AND MATERIALS PLAN - 4
6/27/24
TOP CONC-CURB
19.34
1076
R=21.22
R=18.90
R=16.82
inv 6in ads
INV.=20.80
inv 6in ads
INV.=20.89
M
M
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-101
EXISTING CONDITIONS
PLAN - 1
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
MATCH LINESEE SHEET C-102MATCH LINESEE SHEET C-102MATCH LINE
SEE SHEET C-103
100-FOOT BUFFER ZONE
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
EXISTING BEACH ACCESS
EXISTING PERGOLA
EXISTING OBSERVATION DECK EXIST CONCESSION / RESTROOMBLDGEXISTING OBSERVATION DECK
APPROX. LOCATION OF
EXISTING LEACHING FIELD
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
6/27/24
APPROX. LOCATION OF WELL
STRUCTURE (BELOW
OBSERVATION DECK)
APPROX. LOCATION OF ELECTRIC
METER
APPROX. LOCATION OF
TELEPHONE & COMMUNICATION
HANDHOLE
APPROX. LOCATION OF
UNDERGROUND ELECTRIC,
TELEPHONE, COMMUNICATION
& TV SERVICE
EXISTING SEPTIC
COMPONENTS
ZONE VE(15)
ZONE AE(13)
ZONE VE(15)
ZONE AE(13)
ACEC
EXISTING WOOD DECKING
EXISTING REFUSE
ENCLOSURE
EXISTING WOODEN
SPLIT RAIL FENCE (TYP)
EXISTING WOODEN
PICKET FENCE
EXISTING SAND
PLAY AREA
EXISTING SEPTIC
VENT PIPES
EXISTING BODFISH
ROCK
EXISTING BEACH
ACCESS
EXISTING STORMWATER
SWALE
EXISTING SHOWER
PEDESTAL
EXISTING
INFILTRATION
BASIN
ACEC
EXISTING DUNE
VEGETATION (TYP)
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-102
EXISTING CONDITIONS
PLAN - 2
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
SEE SHEET C-101MATCH LINESEE SHEET C-101MATCH LINEMATCH LINE
SEE SHEET C-103
MATCH LINE
SEE SHEET C-103 EXISTING ORV TRAILEXISTING ASPHALT PARKING LOT
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
ZONE VE(15)
6/27/24
EXISTING CAPE COD BERM (TYP)
EXISTING BEACH ACCESS
EXISTING DUNE
VEGETATION (TYP)
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-103
EXISTING CONDITIONS
PLAN - 3
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
NSEE SHEET C-102
MATCH LINE
SEE SHEET C-102
MATCH LINE
SEE SHEET C-101MATCH LINE100-FOOT BUFFER ZONE
ISOLATED
WETLAND
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONEEXISTING SAND ORV TRAILZONE AE(13)
6/27/24
APPROX. EDGE OF
EXISTING ORV TRAIL
ZONE VE(15)
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
EXISTING DUNE
VEGETATION (TYP)
UPOLE
R=7.93
R=8.09
R=8.20
UPOLE
LGHTS
UPOLE
xxxxxxx x
xxxxxxxxxxDESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-104
EXISTING CONDITIONS
PLAN - 4
TJG/SO
TJG/DJB
JPV
1" = 20'00 20'40'
SCALE: 1" = 20'
N
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
ISOLATED
WETLAND
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
SANDY NECK BEACH ROADEXISTI
N
G
S
A
N
D
O
R
V
T
R
A
I
L
EDGE OF EXISTING PAVEMENT
DUMPSTERS
COMPRESSOR
SHACK
ACEC
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- COASTAL DUNE
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
6/27/24
EDGE OF EXISTING
GRAVEL (TYP)
LIMIT OF EIXSTING
GRAVEL
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
EDGE OF EXISTING
GRAVEL (TYP)
WOOD LOGS
OHWOHWOHW OHW OHW OHWOHWOHWOHW OHW OHW OHW OHW OHWOHWOHWOHW OHW OHW OHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
EEEEEEE
E
EEEEEEEEEEEETTTTTTTWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WW WW
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:05pm By: APaoliLast Saved:3/28/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Gatehouse Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Gatehouse Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-105
GATEHOUSE EXISTING
CONDITIONS PLAN
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
TJG/SO
TJG/DJB
EXIST GA
T
E
H
O
U
S
E
BUILDING
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
ISOLATED
WETLAND
ISOLATED
WETLAND
SAN
DY
NE
C
K
BE
A
C
H
R
O
A
D
EXISTING
MAINTENAN
C
E
GARAGE
GRAVEL PARKING AREA
ACEC
LIMITS OF SALT MARSH
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- LAND SUBJECT TO STORM FLOWAGE
- BARRIER BEACH
- ESTIMATED HABITATS OF RARE WILDLIFE
LIMITS OF BARRIER BEACH
6/27/24
EXISTING ASPHALT SIDEWALK
EDGE OF GRAVEL
EXISTING WOOD
SPLIT RAIL FENCE
EXISTING WOOD PICKET FENCE
EXISTING STORAGE AREA
EXISTING WOOD
SPLIT RAIL FENCE
EDGE OF EXISTING GRAVEL
PARKING AREA
ACEC
TOP CONC-CURB
19.34
1076
R=21.22
R=18.90
R=16.82
inv 6in ads
INV.=20.80
inv 6in ads
INV.=20.89
M
M
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:00pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-201
EROSION CONTROL AND
DEMOLITION PLAN - 1
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
MATCH LINESEE SHEET C-202MATCH LINESEE SHEET C-202MATCH LINE
SEE SHEET C-203
100-FOOT
BUFFER ZONE
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
PRESERVE AND MAINTAIN
EXISTING BEACH ACCESS
DO NOT DISTURB EXISTING SEPTIC
SYSTEM, EQUIPMENT, OR STRUCTURES
DURING CONSTRUCTION. PROTECT
AREA AS REQUIRED.
SAW CUT EXISTING PAVEMENTS
DEMOLISH EXISTING OBSERVATION DECK
DEMOLISH EXISTING DRAINAGE STRUCTURE
DEMOLISH EXISTING DRAINAGE
STRUCTURES
DO NOT DISTURB EXISTING
DRAINAGE STRUCTURES IN SANDY
NECK ROAD (TYP)
DO NOT DISTURB EXISTING PERGOLA
DURING CONSTRUCTION
DEMOLISH EXISTING ASPHALT
PAVEMENT AND CURBING (TYP)
DEMOLISH EXISTING ASPHALT
PAVEMENT (TYP)
SAW CUT AND PROTECT EXISTING
PAVEMENTS AROUND BUILDING TO
ACCOMMODATE NEW SITE
IMPROVEMENTS
DO NOT DISTURB EXISTING
OBSERVATION DECK EXIST CONCESSION / RESTROOMBLDGTEMPORARY CONSTRUCTION ENTRANCE
EROSION CONTROL BARRIER (TYP)
6/27/24
LIMIT OF WORK (TYP)
LIMIT OF WORK (TYP)
LIMIT OF WORK (TYP)
EROSION CONTROL
BARRIER (TYP)
DEMOLISH EXISTING CAPE
COD BERM (TYP)
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
TOAD
EXCLUSION
AREA B
TOAD
EXCLUSION
AREA A
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
DEMOLISH EXISTING
SPLIT FENCE
DEMOLISH EXISTING
PICKET FENCE
DEMOLISH EXISTING DECKING
AROUND AND UNDER THE PERGOLA
DEMOLISH EXISTING
REFUSE ENCLOSURE
CLEAR AND GRUB
VEGETATION WITHIN
LIMIT OF WORK (TP)
REMOVE AND STORE
EXISTING BODFISH ROCK
REMOVE AND STOCKPILE
SUBBASE MATERIAL ONSITE
FOR REUSE (TYP)
REMOVE AND STOCKPILE SUBBASE
MATERIAL ONSITE FOR REUSE (TYP)
TOAD EXCLUSION
AREA C
DEMOLISH EXISTING
DRAINAGE STRUCTURE
AND PIPING
DEMOLISH EXISTING
DRAINAGE STRUCTURE
AND PIPING
TOAD EXCLUSION
AREA C
ACEC
ACEC
TOAD
EXCLUSION
AREA
D
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:01pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-202
EROSION CONTROL AND
DEMOLITION PLAN - 2
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
SEE SHEET C-201MATCH LINESEE SHEET C-201MATCH LINEEXISTING SAND ORV TRAILDEMOLISH EXISTING ASPHALT
PAVEMENT, AND CURBING. STOCKPILE
SUBBASE MATERIAL ONSITE FOR REUSE.
(TYP)
6/27/24
LIMIT OF WORK (TYP)
LIMIT OF WORK (TYP)
EROSION CONTROL
BARRIER (TYP)
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
CLEAR AND GRUB
VEGETATION WITHIN
LIMIT OF WORK (TP)
TOAD EXCLUSION
AREA C
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:01pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONTJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
NSEE SHEET C-202
MATCH LINE
SEE SHEET C-102
MATCH LINE
SEE SHEET C-201MATCH LINE6/27/24
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
C-203
EROSION CONTROL AND
DEMOLITION PLAN - 3EXISTING SAND ORV TRAILLIMIT OF WORK (TYP)
EROSION CONTROL
BARRIER (TYP)
100-FOOT BUFFER ZONE
ISOLATED
WETLAND
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONE
APPROX. EDGE OF
EXISTING ORV TRAIL
CLEAR AND GRUB
VEGETATION WITHIN
LIMIT OF WORK (TP)
TOAD EXCLUSION
AREA C
TOAD EXCLUSION
AREA C
UPOLE
R=7.93
R=8.09
R=8.20
UPOLE
LGHTS
UPOLE
xxxxxxx x
xxxxxxxxxxDESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:01pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-204
EROSION CONTROL AND
DEMOLITION PLAN - 4
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
DO NOT DISTURB EXISTING
DRAINAGE STRUCTURES IN SANDY
NECK ROAD (TYP)
DEMOLISH EXISTING COMPRESSOR HUT,
UTILITY POLE, AND LANDSCAPING
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
SANDY NECK BEACH ROADEXISTI
N
G
O
R
V
T
R
A
I
L
DEMOLISH EXISTING POLE AND LIGHT FIXTURE
DEMOLISH EXISTING FENCE
SAW CUT EXISTING
PAVEMENTS
DEMOLISH EXISTING ASPHALT
PAVEMENT APRON
EROSION CONTROL BARRIER (TYP)
6/27/24
INSTALL SILT SACK EROSION
CONTROL IN CATCH BASINS (TYP)
EDGE OF EXISTING GRAVEL (TYP)
EDGE OF EXISTING
GRAVEL (TYP)
ISOLATED
WETLAND
DUMPSTERS
ACEC
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- COASTAL DUNE
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
TOAD EXCLUSION
AREA E
REMOVE AND STACK
EXISTING WOOD LOGS
OHWOHWOHWOHWOHW OHW OHW OHWOHWOHWOHW OHW OHW OHW OHWOHWOHW OHWOHWOHW OHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
EEEEEE
EE
EEEEEEEEEEEETTTTTTTWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WW
DEMOLISH EXISTING ASPHALT
PAVEMENT AND CURBING (TYP)
INSTALL SILT SACK EROSION
CONTROL IN CATCH BASINS (TYP)
SAW CUT EXISTING
PAVEMENTS
RELOCATE EXISTING GATEHOUSE BUILDING
EXISTING UTILITY POLE TO BE
RELOCATED. SEE SHEET E-100
DEMOLISH EXISTING LANDSCAPING,
CURBING, AND SIGNAGE
DEMOLISH EXIST LANDSCAPING, CURB, AND SIGNAGE
DEMOLISH EXISTING JERSEY BARRIERS (TYP)
SAW CUT EXISTING
PAVEMENTS
DEMOLISH EXISTING ASPHALT
PAVEMENT AND CURBING (TYP)
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
ISOALTED
WETLAND
ISOLATED
WETLAND
SAN
DY
NE
C
K
BE
A
C
H
R
O
A
D
EXISTING
MAINTENAN
C
E
GARAGE
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:05pm By: APaoliLast Saved:3/28/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Gatehouse Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Gatehouse Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-205
GATEHOUSE EROSION
CONTROL AND DEMOLITION
PLAN
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
TJG/SO
TJG/DJB
EROSION CONTROL BARRIER (TYP)
CUT AND DEMOLISH EXISTING BUILDING SEWER
AT SEPTIC TANK. PLUG TANK CHAMBER INVERT
WITH NON-SHRINK GROUT AND RAISE COVER TO
NEW FINISH GRADE
EROSION CONTROL
BARRIER (TYP)
ACEC
6/27/24
PLUG EXISTING SEWER FORCE MAIN AT
DISTRIBUTION BOX. PROTECT FOR
FUTURE USE.
DISCONNECT EXISTING
ELECTRICAL TO GATEHOUSE
DO NOT DISTURB EXISTING
ELECTRICAL SERVICE TO GARAGE
EXISTING ELECTRICAL SERVICE
TO GARAGE TO REMAIN
REMOVE AND DISPOSE EXISTING
TELEPHONE SERVICE
CUT AND CAP EXISTING WATER SERVICE
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- LAND SUBJECT TO STORM FLOWAGE
- BARRIER BEACH
- ESTIMATED HABITATS OF RARE WILDLIFE
REMOVE AND STACK SECTION OF
EXISTING PICKET FENCE
AND GATE
REMOVE AND STACK
EXISTING SPLIT
RAIL FENCE
LIMITS OF SALT MARSH
LIMITS OF
BARRIER BEACH
REMOVE AND STORE SUBBASE
MATERIAL ONSITE FOR REUSE (TYP)
REMOVE AND STOCKPILE SUBBASE
MATERIAL ONSITE FOR REUSE (TYP)
SAW CUT EXISTING
PAVEMENTS
TOAD EXCLUSION
AREA G
TOAD EXCLUSION
AREA F
DEMOLISH SECTION OF EXISTING
SPLIT RAIL FENCE
PLUG EXISTING PUMP CHAMBER INVERT WITH
NON-SHRINK GROUT AND RAISE COVER TO NEW
FINISH GRADE
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:40pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-301
SITE LAYOUT AND
MATERIALS PLAN - 1
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
MATCH LINESEE SHEET C-202MATCH LINESEE SHEET C-202MATCH LINE
SEE SHEET C-203100-FOOT BUFFER ZONE
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
5' WIDE CURB OPENINGS (TYP)
WHITE PAINTED DIRECTIONAL ARROW (TYP)
CAPE COD BERM (TYP)
GRANITE CURBING ALONG
VEGETATED SWALE (TYP)
HMA PAVEMENT (TYP)
HMA PAVEMENT (TYP)
HMA PAVEMENT (TYP)
INSTALL MOBI-MATS ON EXISTING BEACH ACCESS (TYP)
MOBIMAT ACCESS TO BEACH
EXIST CONCESSION / RESTROOMBLDGSEE SHEET C-401 FOR DUNE GRADING
15'R
39'R
20'R
20'R
3'R
3'R
15'R
3'R
33'R
REFUSE ENCLOSURE
SYMBOLIC FENCE
19'24'24'24'SANDY N
E
C
K
B
E
A
C
H
VEGETATED SWALE - SEE
SHEET C-401 FOR GRADING
21'18'21'21'18'10'60°
18'
CAST IN PLACE
CONCRETE
CONDUIT FOR FUTURE ELECTRICAL
OR IRRIGATION
9'9'
9'TYPT
Y
P
T
Y
P
PVC CROSSING
W/ P.T. SUPPORTS (TYP)
9' WIDE PAINTED PEDESTRIAN
CROSSINGS (TYP)
4" WIDE WHITE PAINTED PARKING STRIPE (TYP)
4" WIDE WHITE PAINTED PARKING STRIPE (TYP)
8' WIDE WHITE PAINTED
RASIED CROSSWALK
SHEET NOTES
1.ALL PARKING STALL DIMENSIONS AND MATERIALS WILL BE
IN ACCORDANCE WITH 521CMR, ADA REGULATIONS, AND
THE PROVISIONS OF THE BARNSTABLE MINIMUM PARKING
LOT DESIGN STANDARDS
2.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
5'R
5'R
3'R3'R
10'R
24'19'19'30'
CAPE COD BERM (TYP)
CONCRETE WALK TO
WOOD STAIRS AND
PLATFORM
9'6/27/24
3'R3'R
5'R
3'R
5'R
9'
TYP 19'LIMITS OF PREDICTED 50-YEAR DUNE LOSS
3'R
2'R
3'R
PERVIOUS PAVEMENT
MEET EXISTING
PAVEMENT FLUSH (TYP)
EXISTING OVERLOOK
PLATFORM
18
14
5
12
3
12
EXISTING
PERGOLA
SAN
D
P
L
A
Y
A
R
E
A
SAND AND
BEACH GRASS
SAND AND
BEACH GRASS
ASPH
A
L
T
S
I
D
E
W
A
L
K
PVC BOA
R
D
W
A
L
K
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
23'9'SAND AND
BEACH
GRASS
CAST IN PLACE
CONCRETE
4' WOOD PICKET
FENCE
8' WIDE WHITE PAINTED
CROSSWALK
CAPE COD BERM (TYP)
RELOCATED
BODFISH ROCK
28' x 16' TIMBER
VIEWING PLATFORM
ELEVATED TIMBER ADA
ACCESSIBLE RAMP
ELEVATED TIMBER
STAIRS
12' X 15' CONCRETE
DUMPSTER PAD
EXISTING
SHOWER
PEDESTAL
CONCRETE
WHEELSTOP (TYP)
PERVIOUS PAVEMENT (TYP)
ACEC
ACEC
SIDEWALK INLET
GRATE
18" WIDE CURB
OPENING
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:01pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-302
SITE LAYOUT AND
MATERIALS PLAN - 2
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
SEE SHEET C-301MATCH LINESEE SHEET C-301MATCH LINEMATCH LINE
SEE SHEET C-303
MATCH LINE
SEE SHEET C-303EXISTING ORV TRAIL5' WIDE CURB
OPENINGS
5' WIDE CURB
OPENINGS
10' WIDE CURB OPENINGS
GRANITE CURBING (TYP)
HMA PAVEMENT (TYP)
5'R
VEGETATED SWALE - SEE
SHEET C-401 FOR GRADING
21'18'21'18'10'60°21'MOBIMAT ACCESS TO BEACH
SEE SHEET C-401 FOR DUNE GRADING
SANDY N
E
C
K
B
E
A
C
H
16' WIDE DOUBLE LEAF BAR GATE
CAST IN PLACE CONC PAD
25'R
15'R
5'R
GRAVEL ACCESS ROAD
5'R
9'
9'
T
Y
P
T
Y
P
PVC CROSSING W/ P.T. SUPPORTS (TYP)
WHITE PAINTED DIRECTIONAL ARROW (TYP)
ACCESSIBLE SPACES AND SIGNAGE. LAYOUT
AND STRIPING IN ACCORDANCE WITH 521CMR
9' WIDE PAINTED PEDESTRIAN
CROSSINGS (TYP)
4" WIDE WHITE PAINTED PARKING STRIPE (TYP)
CAPE COD BERM (TYP)
CAPE COD BERM (TYP)9'6/27/24
PERVIOUS PAVEMENT (TYP)
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
SHEET NOTES
1.ALL PARKING STALL DIMENSIONS AND MATERIALS WILL BE
IN ACCORDANCE WITH 521CMR, ADA REGULATIONS, AND
THE PROVISIONS OF THE BARNSTABLE MINIMUM PARKING
LOT DESIGN STANDARDS
2.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
44
40
39
20
DDESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:01pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-303
SITE LAYOUT AND
MATERIALS PLAN - 3
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
NSEE SHEET C-302
MATCH LINE
SEE SHEET C-302
MATCH LINE
SEE SHEET C-301MATCH LINE100-FOOT BUFFER ZONE
ISOLATED
WETLAND
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONE
DMH-2
SEE SHEET C-403
EXISTING SAND ORVTRAILSTONE OUTLET PROTECTION
INFILTRATION BASIN
SEE SHEET C-403 FOR GRADING PLAN AND
C-504 FOR LANDSCAPING NOTES AND
DETAILS
SEE SHEET C-403 FOR GRADING
6/27/24
EDGE OF EXISTING
SAND ORV TRAIL
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
UPOLE
UPOLE
xxxxxxx x
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-304
SITE LAYOUT AND
MATERIALS PLAN - 4
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
HMA PAVEMENT APRON
EXTEND HMA SIDEWALK
AD REQUIRED.
8' WIDE WHITE PAINTED
CROSSWALK
45'R
15'R
14'14'EXTEND HMA SIDEWALK AS REQUIRED
FLOOD-PROOF COMPRESSOR
LIGHT POLE W/ SHIELDED
MOTION ACTIVATED
LUMINAIRE
DIRECTION OF TRAFFIC FLOW
EXTENT OF TRAVEL LANE
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
ISOLATED
WETLAND
100-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
EXISTI
N
G
S
A
N
D
ORV TR
A
I
L
5 AIR-UP SPACES
12 AIR-DOWN SPACES
(AUXILIARY AIR-UP SPACES)
LIMITS OF PROPOSED GRAVEL AREA (TYP)
GRAVEL SURFACE
THROUGHOUT ORV AREA
6/27/24
EDGE OF EXISTING GRAVEL (TYP)
EDGE OF EXISTING GRAVEL (TYP)
LIMITS OF PROPOSED
GRAVEL AREA (TYP)
EDGE OF EXISTING SAND ORV TRAIL
LIMIT OF HMA
PAVEMENT28'SAW CUT EXISTING PAVEMENT
AS REQUIRED FOR SMOOTH
TRANSITION
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
ISOLATED
WETLAND
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- COASTAL DUNE
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
LIGHT POLE W/ SHIELDED
MOTION ACTIVATED LUMINAIRE
RELOCATED SWING GATE
RELOCATED/REORIENTED
WOOD LOGS AT EDGE OF
TRAIL
RFID ENCLOSURE
ACEC
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
EEEEEEE
EEEEEEEEEEEEECL
11.03
1399
HH
HH
HH
HH
HH
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:05pm By: APaoliLast Saved:3/28/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Gatehouse Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Gatehouse Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-305
GATEHOUSE SITE LAYOUT
AND MATERIALS PLAN
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
TJG/SO
TJG/DJB
EXISTING
MAINTENAN
C
E
GARAGE
NEW 8'x10' FLOOD PROOF
COMPRESSOR ENCLOSURE ON
CONCRETE PAD
CAPE COD BERM (TYP)
HMA PAVEMENT (TYP)
5'R
5'R
95'R
GRAVEL AIR UP AREA
EXISTING GRAVEL PARKING AREA TO
BE REMOVED AND RESTORED WITH
NATIVE VEGETATION. SEE SHEET C-504
FOR VEGETATED ISLAND DETAILS.
ISOLATED
WETLAND
CAPE COD BERM (TYP)20'14'SAN
DY
NE
C
K
B
E
A
C
H
R
O
A
D
WHITE PAINTED DIRECTIONAL
ARROW (TYP)
4" WIDE DOUBLE YELLOW LINE
4" WIDE WHITE PAINTED
STRIPING IN FRONT OF EXISTING
GARAGE ENTRANCE
MEET EXISTING LINE
STRIPING
5'R
2'R
14'24'63'
9 AIR-UP SPACES
GRAVEL EMPLOYEE
PARKING AREA
RELOCATED GATEHOUSE BUILDING W/
NEW ADA-COMPLIANT PVC ENTRANCE
RAMP
DEDICATED EXIT LANE
8' WIDE WHITE
PAINTED RAISED
CROSSWALK
EXISTING WALKING PATHS
AIR-UP
DIRECTIONAL
SIGNAGE
QUEUE AREA FOR
(4) VEHICLES
8' WIDE WHITE
PAINTED RAISED
CROSSWALK
WHITE PAINTED DIRECTIONAL
ARROW (TYP)
CAPE COD BERM (TYP)
8'R
4'R
5'R
3'R
ACCESSIBLE SPACES AND SIGNAGE.
LAYOUT AND STRIPING IN
ACCORDANCE WITH 521CMR
LIGHT BOLLARD (TYP)
1
4
'27'8'1
4
'
1
0
'
FLAG POLE AND HISTORIC ROCK
HMA WALK
DEDICATED EXIT LANE
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
6/27/24
WHITE PAINTED
TRAFFIC BAR
WHITE PAINTED
TRAFFIC BAR
EXTEND HMA SIDEWALK
AS REQUIRED
APPROX. LIMIT OF
NEW PAVEMENT
EXTEND HMA SIDEWALK
AS REQUIRED
APPROX. LIMIT OF
NEW PAVEMENT 14'5'R
5'R
DO NOT DISTURB EXISTING
SEPTIC TANK AND PUMP
CHAMBER. RAISE COVERS TO
FINISH GRADE AS REQ'D (TYP)ELECTRICAL
HANDHOLE (TYP)
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- LAND SUBJECT TO STORM FLOWAGE
- BARRIER BEACH
- ESTIMATED HABITATS OF RARE WILDLIFE
ACEC
LIMITS OF SALT MARSH
LIMITS OF BARRIER
BEACH
REINSTALL SPLIT RAIL FENCE INSTALL PICKET
FENCE AND GATE
8' WIDE WHITE
PAINTED CROSSWALK
CAPE COD BERM (TYP)
CAPE COD
BERM (TYP)
BEGIN CAPE COD BERM
CAPE COD
BERM (TYP)
EXPANDED MATERIAL
STORAGE AREA
LIGHT POLE
W/SHIELDED DARK
SKY LUMINAIRE
ELECTRICAL
HANDHOLE (TYP)
LIGHT POLE W/
SHIELDED DARK SKY
LUMINAIRE
ISOLATED
WETLAND
VEGETATED ISLAND. SEE SHEET C-504
FOR DETAILS
END CAPE COD BERM
R=21.22
R=18.90
R=16.82D D2725
20
15
10
25
2322
21
2
1
2
0
20
15
22
24
21
22 23232225
24
26
27
2
0
1
921
21
2
0
19
22
22 2323242323
22232323DD 20
22
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-401
SITE GRADING AND
DRAINAGE PLAN - 1
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
MATCH LINESEE SHEET C-402MATCH LINESEE SHEET C-402MATCH LINE
SEE SHEET C-403A-AC-606B-BC-6066/27/24
SHEET NOTES
1.THE HTL ELEVATION IS 6.5-FEET. THERE WILL BE NO WORK OR
DISTURBANCE AT OR BELOW THAT ELEVATION.
2.
3.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
ISOLATED
WETLAND
50-FOOT
BUFFER ZONE
EROSION CONTROL
BARRIER (TYP)
EROSION CONTROL BARRIER (TYP)
RAISE EXISTING SEPTIC COVERS
TO NEW FINISH GRADE (TYP)
46 LF 12" ADS PIPE, S=0.5%
1.3%
1.3%1.7%
1.3%
1.3%
1%
1.4%2%2.5%
1.
5
%
2
.
0%
1.1%1%1%TC=24.00
BC=23.70
TC=24.00
BC=23.70
TC=23.60
BC=23.30
TC=24.00
BC=23.70
1%
23.20
23.5
1
(EXI
S
T
)
23.5
7
(EXI
S
T
)
23.5
8
(EXI
S
T
)
23.5
6
(EXI
S
T
)
23.5
6
(EXI
S
T
)
23.5
4
(EXI
S
T
)
TC=
2
3
.
5
4
(
E
X
I
S
T
)
BC=
2
3
.
2
4
TC=22.48
BC=22.18
TC=21.30
BC=21.00
24.50
5' WIDE CURB OPENING
4:1 SLOP
E
6:1 SLOP
E
2.2:1 SLOPE
4:1 SLOP
E
6"PERF PVC
UNDERDRAIN
APPROXIMATE LIMIT OF WORK (TYP)
APPROXIMATE LIMIT OF WORK (TYP)
TC=24.20
BC=23.90
TC=24.20
BC=23.90
TC=24.00
BC=23.70
TC=23.30
BC=23.00
TC=22.70
BC=22.40
TC=23.30
BC=23.00
24.00
DMH-4
RIM = 22.50
15" INV IN = 17.27
15 INV OUT = 17.27
EXIST. DMH-1
RIM = 21.22
NEW 15" INV IN = 17.10
INV OUT = 17.09
CB-2
RIM = 22.00
12" INV OUT = 19.00
35 LF 15" ADS PIPE, S=0.5%
(24) MC-7200 INFILTRATION CHAMBERS
TOP OF CHAMBER = 19.77
BOTTOM OF CHAMBER =14.77
BOTTOM OF STONE = 14.02
INV IN =17.50
INV OUT =17.50
15"X15" TEE, ELEV = 17.50
15" ADS MANIFOLD
4%
RAISED
CROSSWALK
21.50
23.60
DMH-1
RIM = 22.40
12"INV IN (CB-4)= 18.90
12" INV IN (CB-5)= 18.90
12" INV OUT = 18.65
CB-1
RIM = 22.00
12" INV OUT = 19.00
16 LF 12" ADS PIPE, S=0.6%
7 LF 12" ADS PIPE, S=1.4%
24.30
1%
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
3.5:1 SL
O
P
E
ACEC
28' x 16' TIMBER
VIEWING PLATFORM
EL. 31.00
TIMBER LANDING
EL. 28.50
9'-WIDE TIMBER
STAIRWAY EL. 24.30
TIMBER LANDING
EL. 27.70
TIMBER LANDING
EL. 31.00
TIMBER LANDING
EL. 26.80
1.2%
1
.
0%1.3%2%
18" WIDE CURB
OPENING
ELEV.21.70
SEDIMENT FOREBAY
SIDEWALK INLET
GRATE. SEE SHEET
C-602 FOR DETAILS.
1.3%
1.1%
76 LF 12" ADS PIPE, S=1.8%
DMH-3(WQU-1)
RIM = 22.93
15" INV IN =17.90
15" INV OUT =17.65
DMH-2 (60")
RIM = 22.75
12" INV IN (DMH-4)= 18.60
12" INV IN (FOREBAY) = 18.60
15" INV OUT = 18.00
12" HDPE RISER OUTLET
GRATE=21.50
12" INV OUT =20.00
TC=23.70
BC=23.40
1.3%
2%
TC=23.20
BC=22.90
25
20 2620
20
18
17
16
19
1
9
1
8
1
7
1
6
25
20
15
10
13
12
11
18
17
16
15
1413151514151515
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-402
SITE GRADING AND
DRAINAGE PLAN - 2
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
SEE SHEET C-401MATCH LINESEE SHEET C-401MATCH LINEMATCH LINE
SEE SHEET C-403
MATCH LINE
SEE SHEET C-403
1.3%1.7%
TC=20.30
BC=20.00
1.3%
1.3%
1.3%
1.3%
1.3%1.7%1.7%1.7%1.7%
1.3%
1.3%
1.3%
1.3%
1.3%2.5%2.5%2.5%
1.3%
1.3%
1.3%
2%
2%
2%
6.5%
1%
4.8%
TC=19.30
BC=19.00
TC=18.30
BC=18.00
TC=17.30
BC=17.00
TC=20.30
BC=20.00
TC=19.30
BC=19.00
TC=18.30
BC=18.00
TC=17.30
BC=17.00
TC=16.30
BC=16.00
TC=16.00
BC=15.50
23.50
22.50
21.50
20.50
EROSION CONTROL BARRIER (TYP)EXISTING ORV TRAIL5' WIDE CURB OPENING
5' WIDE CURB OPENING
5' WIDE CURB OPENING
6:1 SLOPE
4:1 SLOP
E
4:1 SLOPE
4.3:1 SLO
P
E
24" HDPE RISER OUTLET
GRATE=14.00
24" INV OUT = 11.00
6"PERF PVC
UNDERDRAIN
APPROXIMATE LIMIT OF WORK (TYP)
TC=15.30
BC=15.00C-CC-6076/27/24
HTL LINE (ELEV. 6.5')
SHEET NOTES
1.THE HTL ELEVATION IS 6.5-FEET. THERE WILL BE NO
WORK OR DISTURBANCE AT OR BELOW THAT ELEVATION.
2.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
LIMITS OF COASTAL BEACH
LIMITS OF COASTAL DUNE
1%H.P
15.20
5' WIDE CURB
OPENING
D20
15
10
5
15
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-403
SITE GRADING AND
DRAINAGE PLAN - 3
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
NSEE SHEET C-402
MATCH LINE
SEE SHEET C-402
MATCH LINE
SEE SHEET C-401MATCH LINE100-FOOT BUFFER ZONE
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONE
24" ADS PIPE, S=3.3%
DMH-5
RIM = 10.00
24" INV IN = 7.00
24" INV OUT = 6.90
INFILTRATION BASIN
BOTTOM = 5.00
EROSION CONTROL BARRIER (TYP)EXISTING ORV TRAIL6:1 SLOPE
6:1 SLOPE
4:1 SLOPE
APPROXIMATE LIMIT OF WORK (TYP)
24" INV = 6.25
24" ADS PIPE,S =2.8%
20' WIDE EMERGENCY SPILLWAY
@ ELEV. 7.50
STONE OUTLET PROTECTIONC-CC-6076/27/24
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
ISOLATED
WETLAND
CL
11.03
1399
HH
HH
HH
HH
HH
1099
8
10 11111
1
11
12
1212
131211
121312
1212128 88
88
8 9687109
7
8 788
8 8DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:06pm By: APaoliLast Saved:3/28/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Gatehouse Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Gatehouse Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-404
GATEHOUSE GRADING AND
DRAINAGE PLAN
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
TJG/SO
TJG/DJB
EXISTING
MAINTENAN
C
E
GARAGE
SAN
DY
NE
C
K
BE
A
C
H
R
O
A
D
APPROX LOCATION OF EXIST
UNDERGROUND INFILTRATION
SYSTEM
1%
EXIST CB-2
RIM =7.2
8.00
(EXIST)1%8.80
9.0
(EXIST)
0.5%1%
EROSION CONTROL BARRIER (TYP)
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
EROSION CONTROL BARRIER (TYP)
RELOCATED GATEHOUSE BUILDING
FF ELEV = 14.00
FG ELEV = 12.50
12.50
12.501%
1%
2%
11.50
(EXIST)
11.00
(EXIST)
5%5%
ADA RAMP W/ HANDRAIL,
S=8.3%
6/27/24
10.50
(EXIST)
1%
11.70
1%1.9%TC=13.30
BC=13.00
TC=12.80
BC=12.50
TC=12.40
BC=12.20 TC=12.75
BC=12.45
TC=11.50
BC=11.20
TC=10.60
BC=10.30 1%
TC=12.30
BC=12.00
TC=12.80
BC=12.50
12.15
11.55
12.50
3
.
2%
SEDIMENT FOREBAY-2
INFILTRATION BASIN - 2
11.60
11.45
11.90
0.
5
%0.5%TC=7.90
BC=7.60
TC=8.00
BC=7.70
TC=7.80
BC=7.50
TC=7.90
BC=7.60
TC=8.40
BC=8.10
TC=8.60
BC=8.30
TC=10.60
BC=10.301.3%7.50
TC=8.10
BC=7.80
1%
TC=8.30
BC=8.00
TC=8.25
BC=7.95
TC=8.50
BC=8.20
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- LAND SUBJECT TO STORM FLOWAGE
- BARRIER BEACH
- ESTIMATED HABITATS OF RARE WILDLIFE
ISOLATED
WETLAND
ISOLATED
WETLAND
LIMITS OF SALT MARSH
LIMITS OF BARRIER BEACH
ACEC
SEDIMENT FOREBAY-3
5' WIDE CURB OPENING
ELEV. 10.20
7.50
8.65
8.30
TC=8.65
BC=8.35
8.35
GTD
7.90
SET HANDHOLE FLUSH
TO FINISH GRADE (TYP)
SET HANDHOLE FLUSH
TO FINISH GRADE (TYP)
CAPE COD BERM (TYP)
CAPE COD BERM (TYP)
SET MANHOLE COVERS FLUSH
TO FINISH GRADE (TYP)
MATCH EXISTING
GRADE
1%1%TC=8.00
BC=7.70
TC=8.30
BC=8.00
8.00
OHW OHW OHWOHW OHWOHW OHW OHW OHWOHWOHWOHW OHW OHW OHW OHW OHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
EEEEEEE
EEEEEEEEEEEEEW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WW
W
CL
11.03
1399
SSEEE E
EEEE E
EWHH
HH
HH
HH
HH
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:06pm By: APaoliLast Saved:3/28/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Gatehouse Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Gatehouse Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-405
GATEHOUSE UTILITIES
SITE PLAN
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
TJG/SO
TJG/DJB
DO NOT DISTURB EXISTING
SEPTIC PUMP CHAMBER. RAISE
COVERS TO FINISH GRADE AS
REQ'D (TYP)
EXISTING
MAINTENAN
C
E
GARAGE
RELOCATED GATEHOUSE BUILDING
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
6/27/24
1,500 GAL SEPTIC TANK
RIM =11.35
4" INV IN = 9.58
4" INV OUT = 9.33
4" SCH40 PIPE, S=1%
4" SCH 40 PIPE, S=1%
EXISTING DISTRIBUTION BOX
RIM=10.60
4" INV IN = 8.91 (EXIST.)
4" INV OUT = 8.66 (EXIST.)
1" PE WATER SERVICE
2"X1" TEE
1" GATE VALVE WITH BOX
NEW ELECTRICAL SERVICE.
SEE SHEET E-100 FOR
ELECTRICAL DETAILS
CONTRACTOR TO
EXCAVATE TEST PIT TO
DETERMINE DEPTH OF
EXISTING WATER LINE
NEW CORPORATION ON EXIST. 2"
SDR 21 PVC WATER SERVICE
CUT, CAP AND BLOCK EXISTING
WATER SERVICE
NEW CURB STOP WITH
GATE BOX TO FINISH
GRADE
MAINTAIN EXISTING ELECTRICAL
SERVICE TO MAINTENANCE GARAGE
NEW COMMUNICATION AND
TELEPHONE SERVICE
50-FOOT WETLAND BUFFER
100-FOOT WETLAND BUFFER
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- LAND SUBJECT TO STORM FLOWAGE
- BARRIER BEACH
- ESTIMATED HABITATS OF RARE WILDLIFE
ISOLATED
WETLAND
ISOLATED
WETLAND
ACEC
LIMITS OF SALT MARSH
LIMITS OF BARRIER BEACH
LIGHT POLE AND LUMINAIRE.
SEE SHEET E-100 FOR
DETAILS
LIGHT POLE AND
LUMINAIRE. SEE SHEET
E-100 FOR DETAILS
ELECTRICAL
HANDHOLE (TYP)
ELECTRICAL
HANDHOLE (TYP)
CONTRACTOR TO
EXCAVATE TEST PIT TO
DETERMINE DEPTH
AND LOCATION OF
EXISTING WATER LINE
DD2720
25
20
15
10
25
2322
21
2
1
2
0
20
15
22
24
21
22 23232225
24
26
27
2
0
1
921
21
2
0
19
22
22 23232423
23
22232323DD 20
22
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-501
SITE LANDSCAPING PLAN - 1
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
MATCH LINESEE SHEET C-502MATCH LINESEE SHEET C-502MATCH LINE
SEE SHEET C-503
100-FOOT BUFFER ZONE
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
APPROXIMATE LIMIT
OF WORK (TYP)
SAND FENCING (TYP)
BACK DUNE RESTORATION
AREA. SEE SHEET C-504 FOR
DETAILS (TYP)
VEGETATED SWALE.
SEE SHEET C-504 FOR DETAILS (TYP)
BACK DUNE PLANTING.
SEE SHEET C-504 FOR
DETAILS (TYP)
SAND FENCING (TYP)
SAND FENCING (TYP)
6/27/24
SAND FENCING.
SEE C-504 FOR
DETAILS (TYP)
PRIMARY DUNE RESTORATION
AREA. SEE SHEET C-504 FOR
DETAILS (TYP)
SHEET NOTES
1.ALL PARKING STALL DIMENSIONS AND MATERIALS WILL BE
IN ACCORDANCE WITH 521CMR, ADA REGULATIONS, AND
THE PROVISIONS OF THE BARNSTABLE MINIMUM PARKING
LOT DESIGN STANDARDS
2.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
ACEC
ACEC
25
20 2620
20
18
17
16
19
1
9
1
8
1
7
1
6
25
20
15
10
13
12
11
18
17
16
15
1413151514151515
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:02pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-502
SITE LANDSCAPING PLAN - 2
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
N
SEE SHEET C-501MATCH LINESEE SHEET C-501MATCH LINEMATCH LIN
E
SEE SHEET
C
-
5
0
3
MATCH LINE
SEE SHEET C-503EXISTING ORV TRAILMOBIMAT ACCESS TO BEACH
SANDY N
E
C
K
B
E
A
C
H
APPROXIMATE LIMIT OF WORK (TYP)
SAND FENCING (TYP)
SAND FENCING.
SEE SHEET C-504 FOR
DETAILS (TYP)
PRIMARY DUNE RESTORATION AREA .SEE
SHEET C-504 FOR DETAILS (TYP)
BACK DUNE RESTORATION AREA.
SEE SHEET C-504 FOR DETAILS (TYP)
VEGETATED SWALE.
SEE SHEET C-504 FOR
DETAILS (TYP)
6/27/24
SHEET NOTES
1.THE HTL ELEVATION IS 6.5-FEET. THERE WILL BE NO
WORK OR DISTURBANCE AT OR BELOW THAT ELEVATION.
2.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
D20
15
10
5
20
15
1
7
1
6
13
1115
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-503
SITE LANDSCAPING PLAN - 3
TJG/SO
TJG/DJB
JPV
1" = 20'
00 20'40'
SCALE: 1" = 20'
NSEE SHEET C-502
MATCH LINE
SEE SHEET C-502
MATCH LINE
SEE SHEET C-501MATCH LINE100-FOOT BUFFER ZONE
ISOLATED
WETLAND
ISOLATED
WETLAND
50-FOOT BUFFER ZONE
50-FOOT BUFFER ZONE
100-FOOT BUFFER ZONEEXISTING ORV TRAILINFILTRATION BASIN
SEE SHEET C-504 FOR
DETAILS
APPROXIMATE LIMIT OF WORK (TYP)
BACK DUNE RESTORATION AREA.
SEE SHEET C-504 FOR DETAILS
(TYP)
BACK DUNE PLANTING.
SEE SHEET C-504 FOR
DETAILS (TYP)
6/27/24
SHEET NOTES
1.THE ENTIRE AREA SHOWN ON THE PLAN IS WITHIN THE
FOLLOWING JURISDICTIONAL BOUNDARIES:
- AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC)
- BARRIER BEACH
- LAND SUBJECT TO COASTAL STORM FLOWAGE
- ESTIMATED HABITATS OF RARE WILDLIFE
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-504
SITE LANDSCAPING NOTES
AND DETAILS
TJG/SO
TJG/DJB
JPV
1" = 20'
6/27/24
PRIMARY DUNE RESTORATION AREA NOTES
·ONCE GRADING IS COMPLETE, INSTALL SAND FENCING IN A ZIG-ZAG PATTERN ALONG THE DUNE CREST AND IN A STRAIGHT LINE ALONG ALL BEACH
ACCESS PATHWAYS.
·SAND FENCING ALONG DUNE CREST TO BE SECURED TO 4”X4”X8' PRESSURE TREATED TIMBERS INSTALLED IN ZIG-ZAG PATTERN AT APPROXIMATELY 10'
ON-CENTER LEAVING A 4' REVEAL.
·SAND FENCING ALONG BEACH ACCESS PATHWAYS TO BE SECURED TO 4”X4”X8' PRESSURE TREATED TIMBERS INSTALLED IN A STRAIGHT LINE AT
APPROXIMATELY 10' ON-CENTER LEAVING A 4' REVEAL.
·BARE ROOT AMERICAN BEACH GRASS (AMMOPHILA BREVILIGULATA) PLUGS TO BE INSTALLED FROM THE SEAWARD EDGE OF THE DUNE CREST TO THE
LANDWARD EDGE OF THE DUNE RESTORATION AREA AT 18” ON-CENTER, 2-3 CULMS PER HOLE. BARE ROOT PLUGS MUST BE INSTALLED DORMANT (BY
APRIL 1). CARE MUST BE TAKEN WHEN BACKFILLING PLANTINGS TO ENSURE RHIZOME IS IN FULL CONTACT WITH SAND AND NO AIR GAP REMAINS.
·IN AREAS WHERE EXISTING BEACH GRASS IS DAMAGED DURING CONSTRUCTION, RE-PLANT AND RESTORE TO PRE-CONSTRUCTION GRADES.
VEGETATED ISLAND RESTORATION AREA NOTES
·18” OF ENGINEERED SOIL MEDIA TO BE INSTALLED BELOW GRADE IN EACH VEGETATED ISLAND. OVERLAY ENGINEERED SOIL MEDIA WITH 6” OF NATIVE
SAND, MATCHING GRADE WITH ADJACENT PARKING AREA.
·ENGINEERED SOIL MEDIA TO HAVE A LOAMY SAND TEXTURE PER USDA TEXTURAL TRIANGLE. THE SOIL MIXTURE SHALL BE 60-70% SAND BY VOLUME
WITH 15-25% TOPSOIL OR LOAM BY VOLUME AND 15-25% ORGANIC MATTER BY VOLUME WITH A MAXIMUM SILT AND CLAY CONTENT OF 8%.
·ONCE FINISHED GRADES HAVE BEEN ESTABLISHED, SOW NEW ENGLAND WETLAND PLANTS COASTAL SALT TOLERANT MIX INTO THE SURFACE OF EACH
VEGETATED ISLAND AT A RATE OF 23LB. PER ACRE.
·OVERLAY VEGETATED ISLAND WITH 100% BIODEGRADABLE EROSION CONTROL FABRIC (ECS 2B OR SIMILAR) ANCHORED AT 3' ON-CENTER WITH 12”
WOOD ECO-STAKES.
·ONCE THE VEGETATED ISLAND HAS BEEN SEEDED AND STABILIZED, INSTALL AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SEASIDE GOLDENROD (SOLIDEGO SEMPERVIRENS) AND BUTTERFLY WEED (ASCLEPIAS TUBEROSA) PLUG PLANTINGS AT
36” ON-CENTER.
·TO IMPROVE SURVIVORSHIP OF NATIVE PLANTINGS AND SEED, TEMPORARY IRRIGATION WILL BE REQUIRED FOR A MINIMUM OF 2 GROWING SEASONS.
·IN RESTORATION AREA SOUTH OF EXISTING GATEHOUSE, INSTALL ONE-GALLON HIGH TIDE BUSH (BACCHARIS HAMMIFOLIA) PLANTINGS AT 8'
ON-CENTER.
VEGETATED SWALE
·24” OF ENGINEERED SOIL MEDIA TO BE INSTALLED BELOW GRADE IN EACH RAIN GARDEN. OVERLAY ENGINEERED SOIL MEDIA WITH 2-3” OF NATIVE
SAND, MEETING FINISHED GRADE.
·ENGINEERED SOIL MEDIA TO HAVE A LOAMY SAND TEXTURE PER USDA TEXTURAL TRIANGLE. THE SOIL MIXTURE SHALL BE 60-70% SAND BY VOLUME
WITH 15-25% TOPSOIL OR LOAM BY VOLUME AND 15-25% ORGANIC MATTER BY VOLUME WITH A MAXIMUM SILT AND CLAY CONTENT OF 8%.
·SWALE SIDE SLOPES TO BE GRADED AT 3:1 TO A 18”-24” WIDE BASE (VARIABLE).
·AFTER FINISHED GRADES HAVE BEEN ESTABLISHED, SIDE SLOPES AND BASE OF RAIN GARDEN TO BE SOWED WITH NEW ENGLAND WETLAND PLANTS
COASTAL SALT TOLERANT MIX AT A RATE OF 23LB. PER ACRE.
·OVERLAY RAIN GARDEN SIDE SLOPES AND BASE WITH 100% BIODEGRADABLE EROSION CONTROL FABRIC (ECS 2B OR SIMILAR) ANCHORED AT 3'
ON-CENTER WITH 12” WOOD ECO-STAKES.
·ONCE THE SWALE HAS BEEN SEEDED AND STABILIZED, AMERICAN BEACHGRASS (AMMOPHILA BREVILUGULATA) SWITCHGRASS (PANICUM VIRGATUM),
LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), SEASIDE GOLDENROD (SOLIDEGO SEMPERVIRENS) AND BUTTERFLY WEED (ASCLEPIAS TUBEROSA)
PLUG PLANTINGS AT 36” ON-CENTER.
·TO IMPROVE SURVIVORSHIP OF NATIVE PLANTINGS AND SEED, TEMPORARY IRRIGATION WILL BE REQUIRED FOR A MINIMUM OF 2 GROWING SEASONS.
·AT PEDESTRIAN CROSSINGS, FINISHED GRADE OF ADJACENT PARKING AREA TO BE CARRIED ACROSS RAIN GARDEN USING NATIVE SAND OVERLAIN
WITH MOBIMAT.
·OTHER NATIVE PLANTS MAY BE ADDED PER THE SANDY NECK PARK MANAGER AND APPROVED THE CONSERVATION AGENT.
BACK DUNE RESTORATION AREA
ALTERNATIVE 1:
·ONCE GRADING IS COMPLETE, INSTALL SAND FENCING IN A ZIG-ZAG PATTERN ALONG THE BACK DUNE CREST.
·SAND FENCING ALONG BACK DUNE CREST TO BE SECURED TO 4”X4”X8' PRESSURE TREATED TIMBERS INSTALLED IN ZIG-ZAG PATTERN AT
APPROXIMATELY 10' ON-CENTER LEAVING A 4' REVEAL.
·EXISTING SHRUBS (MYRICA PENNSYLVANICA), BEACH PLUM (PRUNUS MARITIMA), BLACK CHERRY (PRUNUS SERROTINA) AND/OR EASTERN RED CEDAR
(JUNIPERUS VIRGINIANA) TO BE SPADED FROM DISTURBED AREA SOUTH OF LOWER PARKING LOT AND REPLANTED IN CLUSTERS ALONG CREST OF DUNE
AT 50' ON-CENTER THROUGHOUT BACK DUNE RESTORATION AREA.
·REPLANTED SHRUBS SHOULD BE REINSTALLED IN HOLE LINED WITH LOAM-COMPOST AND SOIL AMENDMENTS (TREESAVER, OR SIMILAR).
·SHRUB PLANTINGS TO BE SUPPLEMENTED WITH BARE ROOT AMERICAN BEACH GRASS (AMMOPHILA BREVILIGULATA) PLUGS INSTALLED AT 18”
ON-CENTER, 2-3 CULMS PER HOLE AND 10 SEASIDE GOLDENROD (SOLIDAGO SEMPERVIRENS) PLUGS TO BE INSTALLED AT 50-FEET ON-CENTER. BARE
ROOT PLUGS MUST BE INSTALLED DORMANT (BY APRIL 1). CARE MUST BE TAKEN WHEN BACKFILLING PLANTINGS TO ENSURE RHIZOME IS IN FULL
CONTACT WITH SAND AND NO AIR GAP REMAINS.
·BARE ROOT BEACH GRASS MAY BE SALVAGED FROM THE AREA OF DISTURBANCE FROM THE NEW PARKING LOT AND REPLANTED ON THE BACK DUNE.
ALTERNATIVE 2:
·ONCE GRADING IS COMPLETE, INSTALL SAND FENCING IN A ZIG-ZAG PATTERN ALONG THE DUNE CREST.
·SAND FENCING ALONG DUNE CREST TO BE SECURED TO 4”X4”X8' PRESSURE TREATED TIMBERS INSTALLED IN ZIG-ZAG PATTERN AT APPROXIMATELY 10'
ON-CENTER LEAVING A 4' REVEAL.
·IF NOT POSSIBLE TO TRANSPLANT EXISTING SHRUBS, ONE-GALLON POTS OF BAYBERRY (MYRICA PENNSYLVANICA) AND BEACH PLUM (PRUNUS
MARITIMA) SHRUBS TO BE FURNISHED AND INSTALLED IN CLUSTERS OF 10 PLANTINGS AT 50 FEET ON CENTER THROUGHOUT BACK DUNE RESTORATION
AREA.
·SHRUB PLANTINGS TO BE SUPPLEMENTED WITH BARE ROOT AMERICAN BEACH GRASS (AMMOPHILA BREVILIGULATA) PLUGS INSTALLED AT 18”
ON-CENTER, 2-3 CULMS PER HOLE. AND 10 SEASIDE GOLDENROD (SOLIDAGO SEMPERVIRENS) PLUGS TO BE INSTALLED AT 50-FEET ON-CENTER. BARE
ROOT PLUGS MUST BE INSTALLED DORMANT (BY APRIL 1). CARE MUST BE TAKEN WHEN BACKFILLING PLANTINGS TO ENSURE RHIZOME IS IN FULL
CONTACT WITH SAND AND NO AIR GAP REMAINS.
INFILTRATION BASIN RESTORATION AREA
·INFILTRATION SIDE SLOPES TO BE GRADED AT 3:1 TO BASE OF PIT.
·INSTALL SWITCHGRASS (PANICUM VIRGATUM), LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), SEASIDE GOLDENROD (SOLIDEGO SEMPERVIRENS)
AND BUTTERFLYWEED (ASCLEPIAS TUBEROSA) PLUG PLANTINGS THROUGHOUT INFILTRATION BASIN RESTORATION AREA AT 36” ON-CENTER.
·TO ENSURE SURVIVORSHIP OF NATIVE PLANTINGS, TEMPORARY IRRIGATION WILL BE REQUIRED FOR A MINIMUM OF 2 GROWING SEASONS.
·OTHER NATIVE PLANTS MAY BE ADDED OR SPACING MAY BE MODIFIED PER THE SANDY NECK PARK MANAGER AND APPROVED THE CONSERVATION
AGENT.
·FOR THE INFILTRATION AREA ADJACENT THE NEW GATEHOUSE, USE NATIVE SAND EXCAVATED FROM GATEHOUSE CONSTRUCTION AND SALVAGED
PLANT MATERIALS AS MUCH AS POSSIBLE.
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-601
SITE DETAILS - 1
TJG/SO
TJG/DJB
JPV
AS SHOWN
PLAN
SECTION12"3"WORK ZONE
FLOW
AREA TO BE PROTECTED
WOOD STAKES*-TYP.
WORK ZONE
2"x2"x2'-0"
WOOD STAKES
FOR WATTLES*
STRAW WATTLES
OR MULCH LOGS
SILT FENCE
*-STAKES TO BE SPACED AT 4-5'
O.C. STAGGER STAKES BETWEEN
STRAW WATTLES AND SILT FENCE9"AREA TO BE
PROTECTED
4'-6"18"EROSION CONTROL BARRIER
NO SCALE
1 1/2" HMA TOP COURSE
12" PROCESSED GRAVEL BASE
2 1/2" HMA BINDER COURSE
1'-0"
HMA DRIVEWAYS AND PARKING AREAS
NO SCALE
16' MIN
.
30'
L
O
N
G
PUBLIC
W
A
Y
6" MINIMUM DEPTH
OF 2" CRUSHED
ANGULAR STONE
WOVEN GEOTEXTILE
FILTER FABRIC
CONSTRUCTION ENTRANCE
NO SCALE
NOTE:
SILTSACKS FOR TRENCH
GRATE WILL MATCH OPENING
LENGTH AS REQUIRED.
SILTSACK OR
APPROVED EQUAL
SILTSACK EROSION CONTROL
NO SCALE
R
1" REBAR FOR BAG
REMOVAL FROM INLET
DUMP STRAP
(TYP OF 2)
SILTSACK MANUFACTURED BY:
ATLANTIC CONSTRUCTION
FABRICS, INC.
1801-A WILLIS ROAD
RICHMOND, VIRGINIA 23237
NOTES:
1.ALL TIMBERS SHALL BE PRESSURE
TREATED (0.40 PCF ACQ OR CCA-C)
SOUTHERN YELLOW PINE.
2.ALL HARDWARE SHALL BE HOT DIP
GALVANIZED.
3.ALL TIMBERS SHALL BE STAINED (COLOR
AND TYPE TO BE SELECTED BY THE
OWNER).
4.ALL CONNECTION HARDWARE SHALL BE
SUFFICIENTLY TIGHTENED TO
ACCOMMODATE FOR SHRINKAGE OF THE
WOOD ELEMENTS.
ELEVATION END VIEW2'-3"UNDISTURBED
SUBGRADE
COMPACTED
BACKFILL
FINISHED GRADE
6"x12" TIMBER RAIL
10"x12" TIMBER POST
POSTS SPACED 10'-0" O.C.
POST CONNECTION
WITH BUTT JOINT
7'-0"CARRIAGE BOLTS
NUT AND
WASHER
EDGE OF ROADWAY PAVEMENT
6"83
4"
3"
3"
POST CONNECTION
6" CONCRETE
ENCASEMENT60" TO SIGN3'-0"6"
GROUND
POST
SIGN
TYPICAL HANDICAPPED SIGNPOST
NO SCALE
R7-8
RESERVED
PARKING
12"
18"
VAN
ACCESSIBLE
18"
9"
R7-8P
24" MIN.28" MIN.18'5' MIN. TYP 9'
NOTES:
1.SIGN BACKGROUND - BLUE REFLECTIVE
2.LETTERS, GRAPHICS & BORDER - WHITE REFLECTIVE
4" WHITE LINE
3' ON CENTER
45° ANGLE
TO STALL
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
4" WHITE LINE
(TYP.)
BLUE PAVEMENT
PAINT4" WHITE LINE
ACCESSIBLE SPACEINTERNATIONAL SYMBOL
OF ACCESSIBILITY
R7-8 AND R7-8P
MOUNTED ON
TYPICAL SIGN POST
HANDICAPPED STRIPING AND SIGNAGE DETAIL
NO SCALE
9' MIN. VAN
CEMENT CONCRETE SIDEWALK
NO SCALE
W.W.F. (6x6 W4xW4)8" PROCESSED GRAVEL SUB-BASE
4" CEM CONC SIDEWALK
6" CEM CONC SIDEWALK (THROUGH DRIVEWAYS)
WIDTH AS SHOWN 6"6"
TOOL EDGES (TYP)
TIMBER GUARD RAIL
NO SCALE
TYPE 1 ACCESSIBLE CURB RAMP
NO SCALE 6'4.0' MIN1:12 MAX6'-6"6'-6"4' MIN
7.5%
7.5%2% MAX2% MAX."LEVEL LANDING"
AT TOP OF RAMP (TYP)
YELLOW DETECTABLE
WARNING PANEL
STRAIGHT OR CURVED
SLOPED GRANITE
CURBING
FLUSH CURB STRAIGHT OR CURVED
SLOPED GRANITE
CURBING
212" HMA BINDER
COURSE
112" HMA TOP COURSE
8" PROCESSED GRAVEL
BORROW
12"11
2"5"LOAM BORROW
CAPE COD BERM BERM
NO SCALE
6/27/24
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-602
SITE DETAILS - 2
TJG/SO
TJG/DJB
JPV
AS SHOWN
6/27/24
NOTES:
1.SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION.
2.SEE GRADING AND DRAINAGE PLAN FOR PAVEMENT GRADES AND CROSS-SLOPE.
ASTM NO. 57 CHOKER COURSE
SAND FILTER COURSE
3/8" STONE FILTER BLANKET
NATIVE
MATERIALS
CURB (SEE DETAIL)
ASTM NO. 3
STONE RESERVOIR COURSE
4"
3"
12" MIN.
4"
POROUS PAVEMENT (POROUS ASPHALT)
4" NOMINAL
2" WEARING COURSE:
PG64-28 PLUS 5 LBS. FIBER PER TON
AND 1.5% LATEX
2" BINDER COURSE:
PG64-28 PLUS 5 LBS. FIBER PER TON
4"2"
CURB
(SEE DETAIL)
NON-WOVEN
GEOTEXTILE, MIRAFI
160N OR APPROVED EQUAL
(FOR SIDE STABILIZATION ONLY)
NON-WOVEN GEOTEXTILE,
MIRAFI 160N OR APPROVED
EQUAL (FOR SIDE STABILIZATION ONLY)
POROUS PAVEMENT SECTION
NO SCALE
2"6'TOP OF RAMP/
CROSSWALK LINE
BOTTOM OF RAMP 1' TYP2' TYPCONCRETE
WALK
PERGOLA AREA
PLAN
SECTION A-A
AA
4'
HMA TOP COURSE
0.4% MIN CROSS SLOPE
(FOR DRAINAGE)
PROP FULL
DEPTH PAVEMENT
3"4'
6'6'
RAISED CROSSWALK PAVEMENT MARKINGS
NO SCALE
RAISED CROSSWALK DETAIL
NO SCALE
NOTE:
1.SEE FIGURE 3B-27 IN THE MUTCD 11TH EDITION CHAPTER
3B FOR MORE DETAIL.
12" WHITE
MARKING
(TYP)
12"CENTER LINECENTER LINETRAVEL LANE6' TYP
TYP3" HMA TOP COURSE
INSTALLED IN TWO LIFTS
8" PROCESSED GRAVEL BASE
HMA SIDEWALK SECTION
NO SCALE
8' (TYP)2'1'1'1'
STANDARD CROSSWALK STRIPING
NO SCALE TYPTYPCENTER LINESTOP LINE1'4'
TYP
NOTES:
1. CROSSWALKS AND STOP LINES SHALL BE WHITE THERMOPLASTIC
REFLECTORIZED MARKINGS UNLESS THE TOWN SPECIFIES WHITE TRAFFIC
PAINT.
2. CENTER FIRST LONGITUDINAL LINE ON ROADWAY CENTERLINE, THEN EVENLY
SPACE REMAINING LONGITUDINAL LINES TOWARD EACH CURB OR EACH
EDGE OF PAVEMENT. 2' GAPS MAY VARY BY ± 4" TO FACILITATE UNIFORM
GAP DIMENSIONS, SUBJECT TO TOWN APPROVAL.
3.TRANSVERSE LINES SHALL EXTEND THE FULL WIDTH OF PAVEMENT FROM
CURB TO CURB OR EDGE OF PAVEMENT TO EDGE OF PAVEMENT.
4. TRANSVERSE LINES ARE PERPENDICULAR TO THE DIRECTION OF VEHICULAR TRAFFIC.
LONGITUDINAL LINES ARE PARALLEL TO THE DIRECTION OF VEHICULAR TRAFFIC.
5. CROSSWALK WIDTH SHALL BE 8' UNLESS OTHERWISE SPECIFIED BY THE TOWN.
PVC BOARDWALK
NO SCALE
1/2"
12" DIA. 48" CONCRETE FOOTING
2"X6" PRESSURE TREATED JOIST
SPACED MAX 16" O.C. (TYP)
4"x4" PRESSURE TREATED WOOD (TYP)
1"x6" PVC DECK BOARD (TYP)
GALVANIZED TIMBER
CONNECTOR (TYP)48"1/2" DIA. GALVANIZED J BOLT (TYP)
GALVANIZED POST
BRACKET (TYP)
10' O
.
C
.
9'
FLOW SIDEWALK
B
FLOW
A
FLOW
LP x
TOP OF INLET WALL
FLOW
TOP OF INLET WALL
6"
12"
6"
B
SIDEWALK
SEE DETAIL
PLAN VIEW
CURB
(IF APPLICABLE)
PAVEMENT
PATH (IF
APPLICABLE)6" MIN.
MATCH FACE OF CURB TO
BACK OF SIDEWALK WIDTH
SIDEWALK/GRATE
1% TYP.
12"
22" MIN
30" MIN MONOLITHIC POUR
SECTION A-A
INLET CHANNEL
WALLS
SIDEWALK 18"
TRENCH GRATE IN FRAME
#3 REBAR (SEE DETAIL A)
6" MIN.
EXPANSION JOINT
EA. SIDE (TYP)
W.W. MESH (6x6w1.4xw1.4)
FLAT SHEETS, 1" DEPTH
OFF BOTTOM CONCRETE SECTION B-B 6" CONCRETE PAD
STONE
LINED
SWALE
A
1"
18" MAX. GAP
CONCRETE
PAD
GRATE
FRAME
TOP OF
GRATE =
TOP OF
CURB
#31" MIN.
SHELF
DETAIL A
7" MIN.
REBAR,
18" O.C.
NOTES:
1. TRENCH GRATE SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
2. ALL TRENCH GRATES SHALL BE H-20 LOAD RATED.
SIDEWALK INLET GRATE
NO SCALE
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-603
SITE DETAILS - 3
TJG/SO
TJG/DJB
JPV
AS SHOWN
Varies
Suit Finished Grade
Grade Adjusters to
Insert
8"
Weir
8"
55''
Min.Drop Tee
Inlet Pipe
Stormceptor
6"
5''
7"
Outlet
48''Ø
Outlet Pipe
24"Ø Drop
30''Ø
Plate
Orifice
6"Ø
Port
6"Ø Oil
STC 450I Precast Concrete Stormceptor
(450 U.S. Gallon Capacity)
Catch Basin
Frame and Grate
6"Ø Oil
Port
Access opening
6"Ø Orifice
Plate
STC 450i PRECAST CONCRETE
WATER QUALITY UNIT (WQU)
NO SCALE
AA
GUTTER LINE
PLAN
2 1/4"±
33"8"23 7/8"±
NOTES:
SECTION A-A
1.
2.
CATCH BASIN FRAME & GRATE
NO SCALE
3/4"±3/4"±
MINIMUM WEIGHT OF GRATE - 190 LBS.
MATERIAL GRATE - CAST IRON, SEE SPECIFICATIONS.
3. MINIMUM FRAME WEIGHT:
4 FLANGE - 295± LBS.
3 FLANGE - 265± LBS.
4. MATERIAL FRAME - CAST IRON, SEE SPECIFICATIONS.
5. FOR ADDITIONAL INFORMATION SEE MDOT 201.0.
15"
STANDARD
MANHOLE RUNG
14"
SECTION A-A
3"8"1"
70"/82"Ø
MONOLITHIC BASE
SEAL ALL JOINTS WITH APPROVED
PRE-FORMED GASKET MATERIAL (SEE
SPECIFICATIONS)
FLAT SLAB TOP FOR
SHALLOW MANHOLES
48"/60"Ø
6"
5w"
SPIGOT & BELL
REINFORCEMENT SHALL
BE CONNECTED TO
BARREL REINFORCEMENT
24"x48" ECCENTRIC
PRECAST MANHOLE CONE
24"Ø
STANDARD MANHOLE RUNG
(SEE DETAIL BELOW)
ADJUST TO GRADE WITH NOT MORE THAN
12" OF RED CLAY BRICK MASONRY OR
CONCRETE GRADING RINGS
FRAME & COVERTOP STEP TO BE 20"
MAX. BELOW TOP OF
FRAME
5"12"4"FRAME TO BE SET IN FULL
BED OF MORTAR
1/4 PIPE DIAMETERSHAPE INVERT WITH
CONCRETE FILL (3000
PSI)
SS CLAMP
GROUT
SECTION B-B
RUBBER BOOT
PIPE LENGTH
48"/60" PRECAST DRAIN MANHOLE (DMH)
NO SCALE
B
B
COPOLYMER POLYPROPYLENE
PLASTIC 1/2" GRADE 60
STEEL REINFORCEMENT6"PIPE DIA. + 24" MIN.MULTIPLES 12",24",36" OR 48"AS REQUIRED18"-24"TAPEREDSECTIONPRECAST BASE6"MONOLITHIC BASE
SEAL ALL JOINTS WITH
APPROVED PRE-FORMED
GASKET MATERIAL (SEE
SPECIFICATIONS)MULTIPLES 12",24",36" OR 48"AS REQUIRED24"48"
SPIGOT & BELL
REINFORCEMENT SHALL BE
CONNECTED TO BARREL
REINFORCEMENT
24"x48" CONCENTRIC PRECAST
CATCH BASIN CONE
ADJUST TO GRADE WITH NOT MORE
THAN 12" OF BRICK MASONRY
FRAME & GRATE
5"
FRAME TO BE SET IN FULL
BED OF MORTAR
8"
MIN
24" SQUARE
OPENING
O.D. OF PIPE
+2" CLEARANCE
FINISHED GRADE
CAST IRON
CATCH BASIN
HOOD
PRECAST CONCRETE DEEP
SUMP HOODED CATCH BASIN (CB)
NO SCALE
NOTES:
1.FOR USE WITH PVC PIPE, PROVIDE RUBBER BOOT
SIMILAR TO MANHOLE DETAIL.
2.FOR USE WITH OTHER TYPES OF PIPE, SEAL JOINT
BETWEEN PIPE AND CATCH BASIN WITH GROUT.4'-0"D
W1
W2
L
d
12"
6'
6'
5'
3"
6'
14'
8'
15"
6'-6"
8'
5'
6"
6'-6"
18'
12'
18"
7'
10'
5'
6"
7'
18'
12'
21"
7'-6"
12'
6'-6"
6"
7'-6"
22'
16'
24"
8'
14'
8'-4"
6"
8'
26'
20'
6"6"8"12"12"W12'2'PLAN
L
L
1
112"W2SECTION A-A
NON-WOVEN GEOTEXTILE.
OVERLAP SEAMS 12" MINDW1
W2
L
D 12"15"18"21"24"
SLOPE "S"
DIMENSIONS FOR "S"=1.0%DIMENSIONS FOR "S"=5.0%
SLO
P
E
V
A
R
I
E
S
avg avgd
** - THICKNESS SHALL BE
1'-0" OR 1.5xd ,
WHICHEVER IS GREATER
avg
d DENOTES AVERAGE
STONE DIAMETER
avg
A A
d STONE BORROW-SEE TABLE
FOR SIZE
STONE OUTLET
NO SCALE
GRANITE CURB
NO SCALE
SECTION
ELEVATION
5"6"17"-19"1/2"
4"
MIN.
SMOOTH QUARRY SPLIT
MAXIMUM ALLOWABLE BREAK BACK
9" - FOR CURB LENGTHS OF 6'-0" OR MORE
6" - FOR CURB LENGTHS OF LESS THAN 6'-0"6"SURFACE OF PAVEMENT
PAVEMENT
IN AREAS WHERE SIDEWALK
IS CALLED FOR BEHIND THE
CURB, THE CONC AT THE
BACK OF CURB MAY BE OMITTED9"MINGRANITE CURBING
REVEALGRANITE CURBING
OVERALLHEIGHTPROCESSED
GRAVEL BASE
6"
CEM. CONC.
FILL
6/27/24
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:03pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-604
SITE DETAILS - 4
TJG/SO
TJG/DJB
JPV
AS SHOWN6"2' MIN.CONTRACTOR TO PROVIDE
TRENCH BOX, SHEETING OR
OTHER MEANS ACCORDING TO
OSHA STANDARDS.
THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL SAFETY
REQUIREMENTS ACCORDING
TO OSHA.
TRENCH WIDTH
(SEE NOTE 3)"D"
UTILITY WARNING TAPE
MARKED "DRAIN" OR
"SEWER" AS APPROPRIATE
PREVIOUSLY EXCAVATED
MATERIAL 8" MAX. STONE
DIAMETER
" CRUSHED STONE
6"SANITARY SEWER PIPE OR
STORM DRAIN PIPE
NOTES:
1.COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE
EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY
OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS
DETERMINED BY ASTM D698.
2.PLACE BACKFILL MATERIAL IN MAXIMUM ONE FOOT LIFTS.
3.FOR PIPES LESS THAN 24" IN DIAMETER THE TRENCH WIDTH
SHALL BE 5.0'. FOR PIPES 24" IN DIAMETER AND GREATER,
TRENCH WIDTH SHALL BE THE PIPE DIAMETER + 3.0'
TYPICAL DRAIN OR SEWER LINE AND
TRENCH SECTION
NO SCALE
6/27/24
CONTROL JOINT A
PLAN VIEW
SECTION VIEW
NOTES:
1. CONCRETE TO BE 4500 PSI, 7% AIR ENTRAINED
2. STANDARD BROOM FINISH.
FILLED WITH SEALANT
1/8"x1" DEEP HAND TOOLED
JOINT WITH 1/4" RADII
POSITIVE LIMITING
GROOVES (SEE SECTION
VIEW)
SEE PLAN VIEW FOR DIMENSIONS
2 LAYERS OF 6X6 - W2.9xW2.9 WWF
3" (TYP.)
3" (TYP.)
6"
3/4" CHAMFER
(ALL TOP EDGES)
PAVEMENT
3"
(FROM ALL EDGES)
COMPACTED SUBGRADE
(STRIP LOAM AND ORGANICS)12"12" THICK CRUSHED
GRAVEL BASE
1"
2-1/4"
4-1/2"
6"
DUMPSTER PAD
NO SCALE
6'-0"
6'-0"
6'-0"
5'-0"5'-0"5'-0"
A
A
A
A
PROVIDE 2 CU. FT. OF SCREENED
GRAVEL PROPERTYLINEDEPTH AS REQUIRED,NOT LESS THAN 5'-0"UNLESS OTHERWISE APPROVEDWATER SERVICE CONNECTION
NO SCALE
SERVICE LINE (SIZE AS
SPECIFIED ON THE PLANS)
PROVIDE COUPLING AS REQUIRED
FOR PIPE SIZE AND MATERIAL
ADJUSTABLE VALVE BOX
EXISTING SERVICE (TYP)
3 4-INCH CURB STOP (TYP)
FINISHED GRADE
CORPORATION
STOP
PROPOSED
WATER MAIN
6" SAND BEDDING
1'-6"
MIN.
WATER MAIN5'-0" MIN. COVER2'-0"1'-6"
MIN.MIN.4'-6" MIN. COVER OF COMPACTEDSUITABLE SUB-GRADEUTILITY
IDENTIFICATION
TAPE
(DETECTABLE)
PROCESSED GRAVEL BORROW
COMPACTED AS SPECIFIED
6"6"TYPICAL WATER MAIN TRENCH
NO SCALE
6" MIN. COVER OF SURFACE
RESTORATION AS SPECIFIED
NOTE:
ALL WATER MAIN INSTALLATIONS WILL MEET THE
MINIMUM REQUIRED SETBACK DISTANCES FROM
OTHER UTILITIES AND STRUCTURES.
10'-6" (AT SEAM)
5'-8"
(AT SEAM)
4'-4"4'-7"
4"4"
PLAN VIEW
SECTION VIEW
LIQUID LEVEL
24" DIA. WATERTIGHT
3"
6" TOP
5'-8"4" DIA INLET
RUBBER BOOT
W/CLAMP
4" DIA OUTLET
RUBBER BOOT
W/CLAMP
1'-2"
SCH 40 PVC BAFFLE TEE
NOTES:
1.CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2.CONSTRUCTION OF SEPTIC TANK AND TEES TO CONFORM WITH 310 CMR. 15.000
3.ALL REINFORCEMENT PER ASTM C1227.
4.PROVIDE 6" MINIMUM OF COMPACTED, LEVEL GRAVEL BASE UNDER THE TANK.
1500 GALLON TWO-COMPARTMENT SEPTIC TANK
NO SCALE
OUTLET EFFLUENT TEE W/ FILTER.
INLET
OUTLET
EXTEND 24" BELOW FLOW
INLET BAFFLE TEE. EXTEND
10" MIN. BELOW FLOW LINE
RISERS TO FINISH GRADE
CLEANOUT COVER 3 PLACES
WITH STEEL FRAME AND COVERS
AND RISERS TO FINISH GRADE
EQUALEQUAL24"
PARKING STALL
7 1
2"
2-3/4"
2"
2-3/4"
2"
1/4" CHAMFER
AT ENDS
(2) #3 BARS,
TIED GRADE 60
2-3/4"
2"
2-3/4"
PLACEMENT OF WHEEL STOP
8'
CONCRETE
WHEEL STOP
HOLE FOR
MOUNTING PIN
PAVEMENT SURFACE
5/8" X 36" GALVANIZED
STEEL MOUNTING PIN
4,000 PSI CONCRETE
CONCRETE WHEELSTOP
NO SCALE
12"12"
SECTION
PLAN
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:04pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-605
SITE DETAILS - 5
TJG/SO
TJG/DJB
JPV
AS SHOWN
NOTES
1.INSTALL RAIN GARDEN AFTER SITE IS STABILIZED TO PREVENT SEDIMENT FROM
CLOGGING RAIN GARDEN.
2.MATERIAL SHOULD ALLOW AN INFILTRATION RATE OF 2 INCHES PER HOUR.
PARKING AREA
24"2" MINIMUM DEPTH OF
NATIVE SAND
8"
3
1
6"Ø PVC SCH 40 OVERFLOW
DRAIN WITH 6"Ø PLASTIC GRATE
6"Ø HDPE UNDERDRAIN
COORDINATE WITH GRADING
AND DRAINAGE PLAN
2" MIN
1-1/2" CRUSHED STONE
WRAPPED IN A NONWOVEN
GEOTEXTILE FABRIC
VEGETATED SWALE - TYPICAL SECTION
3/4" = 1'-0"
PARKING AREA
RANDOMLY PLACED BOULDERSSEE LANDSCAPING PLANS FOR
PLANT SCHEDULE
GRANITE CURB
12"24" DEPTH OF ENGINEERED
SOIL MEDIUM
6/27/24
EMERGENCY SPILLWAY
NO SCALE
NON-WOVEN GEOTEXTILE
SECTION A
-SCALE NONE
DETENTION
BASIN
1
3
CREST OF SPILLWAY-SEE SHEET SITE PLAN FOR ELEVATIONS
3 TYP
1
BERM
EXTEND ROCKFILL
15.0' MIN
20
0.5' - 1.0'
LOW PERMEABILITY SOIL
6"3.0'CONCRETE CURB
3"-6" ANGULAR STONE (12"
MIN DEPTH)
NON-WOVEN GEOTEXTILE
MODIFIED ROCK FILL
(12" MIN DEPTH)3.0'CONCRETE CURB
SPILLWAY-SEE SHEET SITE PLAN FOR ELEVATIONS
SECTION B
-SCALE NONE
STORMWATER INFILTRATION SYSTEM - TYPICAL SECTION
NO SCALE
STORMTECH MC-7200
CHAMBER
CRUSHED, ANGULAR 1 1/2"
STONE
GROUP 2 NON-WOVEN
GEOTEXTILE ALL AROUND
NATIVE SUBGRADE SOILS
FINISH PAVEMENT GRADE
VARIES ALONG LENGTH OF
SYSTEM
COMPACTED SUITABLE
BACKFILL MATERIAL
NATIVE SUBGRADE SOILS
BOT. OF CHAMBERS
BOT. OF STONE 12"MIN.2.0'MIN.60"12"MIN.100"9"9"
12"
MIN.
FINISH GRADE VARIES IN
ELEVATION ALONG LENGTH OF
SYSTEM
WIDTH OF PIT SHALL BE 3 TIMES WIDTH OF
ROOT BALL (10' MIN IN LEDGE)
(SCARIFY AND SLOPE SIDES OF PIT)
4" SAUCER
UNTIE BURLAP & ROLL BACK FROM TOP 1/3
OF ROOT BALL (IF PLASTIC BURLAP IS USED,
REMOVE COMPLETELY)
TAMPED PLANTING MIX
COMPACTED SUBGRADE
3"
TAMPED PLANTING MIX OR
ENGINEERED SOIL MIX
(FOR BIORETENTION AREA)
12" MIN. IN EARTH
24" MIN. IN LEDGE3"SHRUB & GRASS PLANTING - TYPICAL SECTION
NO SCALE
LC
LOCKING GATE
LATCH / HASP6"1'-0"±
24"
6"
COMPACTED
GRAVEL
16'
LC
6" COMPACTED
GRAVEL
1'-0"±
14'
FINISH GRADE
16' WIDE BAR GATE
NO SCALE
3500 PSI CONC FOOTING. SIZE
AS PER MANUFACTURER
RECOMMENDATIONS
EMBEDMENT AS PER
MANUFACTURER
RECOMMENDATIONS
GALVANIZED STEEL BAR GATE
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:04pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-606
SITE DETAILS - 6
(SITE SECTIONS)
TJG/SO
TJG/DJB
JPV
AS SHOWN
EXISTING GRADE
PROPOSED FINISH GRADE
4:1 SEAWARD SLOPE4:1
LANDWARD SLOPE
46' WIDE CREST
EXISTING UPPER PARKING LOT
NEW PARKING LOT
NEW LOWER PARKING LOT4:1 SLOPE6:1 SLOPE
24.50
5'-10' WIDE BERMSEE A-A BELOWMATCH LINEMATCH LINESEE A-A ABOVESEE B-B BELOWMATCH LINEMATCH LINESEE B-B ABOVENEW UPPER PARKING LOT
EXISTING GRADE
PROPOSED FINISH GRADE
EXISTING GRADE
PROPOSED FINISH GRADE
4:1 SEAWARD SLOPE4:1 LANDWARD SLOPE 44' WIDE CREST
EXISTING LOWER PARKING LOT
EXISTING LOWER PARKING LOT
EXISTING GRADE
PROPOSED FINISH GRADE
6/27/24
SECTION A-A
A-4012 1/4" = 1'-0"
SECTION A-A
A-4012 1/4" = 1'-0"
SECTION B-B
A-4012 1/4" = 1'-0"
SECTION B-B
A-4012 1/4" = 1'-0"
ASPHALT SIDEAWALK
SECTION C-C
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
7
6
5
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
7
6
5
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
7
6
5
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:04pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-C-90% Site Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-90% Site Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONC-607
SITE DETAILS - 7
(SITE SECTIONS 2)
TJG/SO
TJG/DJB
JPV
AS SHOWN
EXISTING GRADE
SEE C-C BELOWMATCH LINEPROPOSED FINISH GRADE
4:1 SEAWARD SLOPE4:1 LANDWARD SLOPE 10' WIDE CREST
EXISTING LOWER PARKING LOT
NEW LOWER PARKING LOT
MATCH LINESEE C-C ABOVESEE C-C BELOWMATCH LINEMATCH LINESEE C-C ABOVE10' WIDE
VEGETATED
SWALE
4:1 SLOPE6:1 SLOPE
21.50
10' WIDE BERM NEW LOWER PARKING LOTNEW LOWER PARKING LOT
EXISTING GRADE
PROPOSED FINISH GRADE
6:1 SLOPE
EXISTING GRADE
PROPOSED FINISH GRADE
3:1 SLOPE TO BASIN3:1 SLOPE TO BASIN BIORETENTION BASIN
6/27/24
SECTION C-C
A-4022 1/4" = 1'-0"
SECTION C-C
A-4022 1/4" = 1'-0"
SECTION C-C
A-4022 1/4" = 1'-0"
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:44pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-S-Structural.dwgMARK DATE DESCRIPTION
B0633-008-S-Structural.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONS-100
WALKWAY AND PLATFORM
PLAN AND NOTES
TJG/RKC
RKC/AJG
JPV
1" = 10'
00 10'20'
SCALE: 1" = 10'
N
6/27/24
25
26
27
25
26
27
28' x 16' TIMBER
VIEWING PLATFORM
EL. 31
28'-0"
TIMBER LANDING
EL. 26.8
EL. 24.3
LOWERE
D
R
A
I
L
I
N
G
TIMBER EDGE PROTECTION
AT LOWERED RAILING (SEE
SHEET S-401, SECTION C-C)
30'-0"
5'-0"
5'-0"
30'-0"
TIMBER LANDING
EL. 28.5
TIMBER RAMP @ 1:12
90'-0"TIMBER
STAIRWAY
TIMBER LANDING
EL. 31
TIMBER RAMP @ 1:12
TIMBER RAMP @ 1:12
TIMBER LANDING
EL. 27.7 16'-0"70'-0"60'-014"5'-7"10'-5"
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:05pm By: APaoliLast Saved:6/27/2024Tighe & Bond:F:\Corporate\Business Lines\Land Use & Transportation\5300_General_Proposals\Waterfront Marine General Proposals\Sandy Neck\B0633-008-C-Structural Permit Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-Structural Permit Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONS-401
STAIRWAY, WALKWAY &
PLATFORM PLANS AND
SECTIONS
TJG/RKC
RKC/AJG
JPV
AS SHOWN
6/27/243'-6"4" (TYP.)
TOP OF DECK EL. VARIES
2x8 TIMBER TOP RAIL
2x6 TIMBER TOP RAIL
2x3 TIMBER BALLUSTERS @ 37
8" CLEAR
(MAX), FASTENED TO 2x6 WITH (2)
GALV. NAILS PER INTX., PREDRILLED
6x6 TIMBER POST
2x3 TIMBER RAIL
2x6 TIMBER BOTTOM RAIL
4x8 TIMBER
STRINGER (TYP.)
6x8 TIMBER PILE
CAP (TYP.)
GALV. HELICAL PILE
(TYP.) (SEE NOTES)
2x8 TIMBER
DECKING (TYP.)
1
2"-DIA. GALV. THRU BOLT,
COUNTERSUNK (TYP., ONE
PER STRINGER CONNECTION)
SECTION A-A
-1/2" = 1'-0"
SECTION B-B
-1/2" = 1'-0"
SECTION C-C
-1/2" = 1'-0"
SECTION D-D
-1/2" = 1'-0"3'-6"4" (TYP.)4x8 TIMBER
STRINGER (TYP.)
2x8 TIMBER
DECKING (TYP.)
GALV. HELICAL
PILE (TYP.)
(SEE NOTES)
1
2"-DIA. GALV. THRU BOLT,
COUNTERSUNK (TYP., ONE
PER STRINGER CONNECTION)
6x8 TIMBER PILE
CAP (TYP.)
GALV. PILE
BRACKET (TYP.)
TOP OF DECK EL. 31
GALV. ∠6x31
2x 5
16x4" (TYP., ONE PER
EXTERIOR STRINGER CONNECTION)
(2) 1
2"-DIA. GALV. THRU BOLTS,
COUNTERSUNK (TYP., TWO PER
EXTERIOR STRINGER CONNECTION)
1
2"-DIA. GALV. THRU BOLT, (TYP.,
ONE PER EXTERIOR STRINGER
CONNECTION)
12'-0"12'-0"
GALV. ∠6x31
2x 5
16x4" (TYP., ONE PER
EXTERIOR STRINGER CONNECTION)
1
2"-DIA. GALV. THRU BOLT (TYP.,
ONE PER EXTERIOR STRINGER
CONNECTION)
(2) 1
2"-DIA. GALV. THRU BOLTS,
COUNTERSUNK (TYP., TWO PER
EXTERIOR STRINGER CONNECTION)
GALV. ∠6x31
2x 5
16x4" WHERE
STRINGER INTERFERES
WITH HELICAL PILE (TYP.,
THREE LOCATIONS)
6x6 POST, BEYOND
2x8 TOP RAIL
2x6 TOP RAIL
2x3 BALLUSTERS @ 37
8" CLEAR MAX.,
FASTENED TO 2x6 WITH (2) GALV.
NAILS PER INTX., PREDRILLED
2x3 RAIL
2x6 BOTTOM RAIL
2x3 RAIL
2x3 TIMBER RAIL
4x8 TIMBER
STRINGER (TYP.),
BEYONDGALV. PILE
BRACKET (TYP.)
GALV. HELICAL PILE
(TYP.), BEYOND
(SEE NOTES)
6x8 TIMBER PILE
CAP (TYP.)
2x8 TIMBER
DECKING (TYP.)
(2) 1
2"-DIA. GALV. THRU
BOLTS, COUNTERSUNK
(TYP., TWO PER EXTERIOR
STRINGER CONNECTION)
2x8 TIMBER
FASCIA (TYP.)
2x8 TIMBER
BLOCKING (TYP.),
BEYOND 3'-6"TOP OF DECK EL. 31
6x6 POST, BEYOND
2x8 TOP RAIL
2x6 TOP RAIL
2x3 BALLUSTERS @ 37
8" CLEAR MAX.,
FASTENED TO 2x6 WITH (2) GALV.
NAILS PER INTX., PREDRILLED
2x3 RAIL
2x6 BOTTOM RAIL
2x3 RAIL
9"2'-10"2x8 TOP RAIL
2x6 TOP RAIL
2x3 RAIL
6x6 POST,
BEYOND
2x3 RAIL
2x6 BOTTOM RAIL
5
4x4" ON 2x4X6" BLOCKING FOR
EDGE PROTECTION AT LOWERED
RAILING LOCATIONS
7'-0"7'-0"
16'-0"
6x8 TIMBER PILE
CAP (TYP.)
GALV. 6x31
2x 5
16x4"
(TYP., ONE PER
EXTERIOR STRINGER
CONNECTION)
4x8 TIMBER STRINGER
(TYP.), BEYOND
(2) 1
2"-DIA. GALV. THRU
BOLTS, COUNTERSUNK
(TYP., TWO PER EXTERIOR
STRINGER CONNECTION)
1
2"-DIA. GALV. THRU BOLT,
(TYP., ONE PER EXTERIOR
STRINGER CONNECTION)
2x8 TIMBER
DECKING (TYP.)
16'-0"3'-6"2x8 TIMBER
FASCIA (TYP.)
2x8 TIMBER
BLOCKING (TYP.),
GALV. ∠4x4x 5
16x6" W/ (4)
1
2"-DIA. GALV. THRU BOLTS,
COUNTERSUNK (TYP.,
BLOCKING TO STRINGER)
TOP OF DECK EL. 31
6x6 POST, BEYOND
2x8 TOP RAIL
2x6 TOP RAIL
2x3 BALLUSTERS @ 37
8" CLEAR MAX.,
FASTENED TO 2x6 WITH (2) GALV.
NAILS PER INTX., PREDRILLED
2x3 RAIL
2x6 BOTTOM RAIL
2x3 RAIL
7'-0"7'-0"
28'-0"
5'-0"
3'-6"
1
S-501
2
S-501
1
S-501
3
S-501
0 1'2'4'
SCALE: 1/2"=1'-0"
PILE LAYOUT PLAN
1" = 8'-0"
N
1 2 3
4 6
7 8 9 11
A
B
D
E
H
I
J
K
L
N
O
8'-6"
3'-6"
3'-6"
6'-6"
3'-3"
9'-7"10'-5"3'-0"
C 7'-0"7'-0"2'-0"
3'-9"
3'-0"
1'-4"7'-3"2'-2"
2'-2"
6'-10"
3'-6"
1'-0"
TYP. FOR PLATFORM
2'-0"
TYP. FOR PLATFORM
1'-0"
TYP. FOR STAIRWAY 9"
1'-0"
1-1/2"-DIA.
ADA-COMPLIANT
ALUMINUM
HANDRAIL (TYP.
FOR WALKWAY
RAMPS AND
LANDINGS)2'-10"FRAMING PLAN
1" = 8'-0"
N
M
1'-9"E-ES-4025
S-501
28'-0"
(13) 4x8 TIMBER STRINGERS, EQ. SP. (TYP.)
(5) EQ. SP.
12'-0"12'-0"(3) EQ. SP.(TYP., TWO SIDES)2x8 TIMBER
BLOCKING (TYP.)2x8 TIMBER
FASCIA (TYP.)7'-0"7'-0"16'-0"EQ. SP.
(TYP., TWO SIDES)29'-0"10'-5"5'-7"6'-0"7'-0"(4) 4x8 TIMBER LANDING
STRINGERS
(6) 4x12 TIMBER
STAIRWAY STRINGERS
(TYP., TWO RUNS)
9'-0"2x8 TIMBER
FASCIA
(2) 2x8 (SEE SECTION E-E)
6x8 TIMBER PILE
CAP (TYP.)
GALV. HELICAL
PILE WITH
BRACKET (TYP.)
6x6 TIMBER RAIL
POST (TYP.)
30'-0"5'-0"5'-0"20'-0"5'-0"5'-0"30'-0"
(5) EQ. SP.(4) EQ. SP.(6) EQ. SP.
6x8 TIMBER PILE
CAP (TYP.)
9'-8"9'-8"9'-8"10'-0"B-B
-D-D-C-C-A-A-6'-10"4'-4"7'-2"8'-7"6x8 TIMBER EDGE
STRINGER
(5) 4x8 TIMBER LANDING
STRINGERS
F-F
-
8'8'00
SCALE: 1" = 8'
(3) 4x8 TIMBER
WALKWAY
STRINGERS (TYP.)
TIMBER LANDING
(TYP. OF 2)
6
S-502
5
1010 1012
3"3"2'-0"
F
3"
G
3"
9"
1'-0"9"
GALV. HELICAL
PILE WITH
BRACKET (TYP.)
TIMBER RAMP
TIMBER RAMP
TIMBER RAMP TIMBER LANDING
TIMBER LANDING
TIMBER
STAIRWAY
TIMBER LANDING
TIMBER LANDING
TIMBER
PLATFORM
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:47pm By: APaoliLast Saved:6/27/2024Tighe & Bond:F:\Corporate\Business Lines\Land Use & Transportation\5300_General_Proposals\Waterfront Marine General Proposals\Sandy Neck\B0633-008-C-Structural Permit Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-Structural Permit Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONS-402
STAIRWAY AND WALKWAY
SECTIONS
TJG/RKC
RKC/AJG
JPV
AS SHOWN
6/27/24
0 1'2'4'
SCALE: 1/2"=1'-0"
SECTION E-E
S-4011/2" = 1'-0"
SECTION F-F
S-4011/2" = 1'-0"
2"-TH.
TIMBER
FASCIA
6x8 TIMBER PILE
CAP (TYP.)
4x12 TIMBER
STAIRWAY
STRINGER (TYP.)
4x8 TIMBER LANDING
STRINGER (TYP.)
GALV. HELICAL PILE
WITH BRACKET
(TYP.) (SEE NOTES)
2x8 TIMBER FASCIA AND HEADER
HANG TIMBER STAIRWAY STRINGER
WITH STAINLESS STEEL HANGER OR
APPROVED EQUIVALENT (TYP.)
2"-THICK STAIR
TREADS (TYP.)
EL. 24.3
EL. 27.7
EL. 31.0
CONCRETE
WALK
9'-WIDE TIMBER
LANDING
9'-WIDE TIMBER
LANDING
ADA-COMPLIANT TIMBER RAILING
(SEE NOTE 1)
PROPOSED GRADE
(SEE C-SERIES)
CONCRETE
WALK
EL. 24.3
2"-TH.
TIMBER
FASCIA
GALV. HELICAL
PILE WITH
BRACKET (TYP.)
PROPOSED GRADE
(SEE C-SERIES)4x8 WALKWAY
STRINGER (TYP.)
6x8 TIMBER PILE
CAP (TYP.)
5'-WIDE
TIMBER
LANDING
EL. 26.81
12
ADA-COMPLIANT TIMBER RAILING
(SEE NOTE 1)
1-1/2"-DIA. ADA-COMPLIANT
ALUMINUM HANDRAIL (TYP. FOR
WALKWAY RAMPS AND LANDINGS)
(SEE DETAIL 5, S-501)
ADA-COMPLIANT ALUMINUM
HANDRAIL EXTENSION (TYP.)
NOTES
1.RAILING BALUSTERS AND /OR BOTTOM RAILS NOT SHOWN
FOR CLARITY. SEE SHEET S-501 FOR RAILING DETAILS.
DESIGNED/CHECKED BY:
DRAWN BY:
FILE:
APPROVED BY:
Barnstable, MA
Sandy Neck
Beach Facility
Reconfiguration
Town of
Barnstable
DATE:
PROJECT NO:Plotted On:Jun 27, 2024-4:05pm By: APaoliLast Saved:6/27/2024Tighe & Bond:F:\Corporate\Business Lines\Land Use & Transportation\5300_General_Proposals\Waterfront Marine General Proposals\Sandy Neck\B0633-008-C-Structural Permit Plans.dwgMARK DATE DESCRIPTION
B0633-008-C-Structural Permit Plans.dwg
B0633-008
SCALE:100% DESIGNPERMIT SETNOT FOR CONSTRUCTIONS-501
STAIRWAY, WALKWAY &
PLATFORM DETAILS
TJG/RKC
RKC/AJG
JPV
AS SHOWN
6/27/24
GALV. ∠6x31
2x 5
16x4" (TYP., ONE PER
EXTERIOR STRINGER CONNECTION)
1
2"-DIA. GALV. THRU BOLT (TYP., ONE
PER EXTERIOR STRINGER CONNECTION)
(2) 1
2 -DIA. GALV. THRU BOLTS,
COUNTERSUNK (TYP., TWO PER
EXTERIOR STRINGER CONNECTION)6"31
2"2"SECTION
6x8 TIMBER PILE
CAP (TYP.)
6x6 TIMBER RAIL POST
3" MIN.
HELICAL PILE W/ GALV.
BRACKET (TYP.)
2x8 TIMBER
DECKING (TYP.)
4x8 TIMBER
STRINGER (TYP.)
1
2"-DIA. GALV. THRU
BOLTS, COUNTERSUNK
6x6 TIMBER RAIL POST
4x8 TIMBER STRINGER (TYP.)
31
2"4"11
2"
GALV. ∠6x31
2x 5
16x4"
HELICAL PILE
W/ GALV.
BRACKET
1
2"-DIA. GALV. THRU BOLT
6x6 TIMBER RAIL POST
2x8 TIMBER
FASCIA (TYP.)
2x8 TIMBER BLOCKING
(SEE FRAMING PLAN)
(2) 1
2"-DIA. GALV. THRU
BOLTS, COUNTERSUNK
4x8 TIMBER
STRINGER (TYP.)
2x8 TIMBER
DECKING (TYP.)3"21
8"
6x6 TIMBER RAIL POST W/ (2)
1
2"-DIA. GALV. THRU BOLTS,
COUNTERSUNK (TYP.)
2x8 TIMBER
FASCIA (TYP.)
2x8 TIMBER BLOCKING
(SEE FRAMING PLAN)GALV. ∠4x4x 5
16x6" W/ (4)
1
2"-DIA. GALV. THRU BOLTS
(TYP., EACH END OF
BLOCKING)
6x8 TIMBER PILE
CAP (TYP.)
4"4"6x8 TIMBER PILE
CAP (TYP.)
2x8 TIMBER BLOCKING
(SEE FRAMING PLAN)
4x8 TIMBER
STRINGER (TYP.)
4x8 TIMBER
STRINGER (TYP.)
2x8 TIMBER
DECKING (TYP.)
GALV. ∠4x4x 5
16x6"6"4"
(2) 1
2"-DIA. GALV. THRU
BOLTS (TYP., EACH END OF
BLOCKING)
(2) 1
2"-DIA. GALV. THRU BOLTS
(TYP., EACH END OF
BLOCKING)
11
2"3"ELEVATION
PLAN
PLAN
DETAIL 1
S-4011" = 1'-0"
DETAIL 2
S-4011" = 1'-0"
RAIL POST TO EXTERIOR STRINGER CONNECTION
RAIL POST TO FASCIA CONNECTION
DETAIL 3
S-4011" = 1'-0"
TIMBER BLOCKING CONNECTION
DETAIL 4
-1" = 1'-0"
6x6 RAIL POST
2x8 TOP RAIL
2x6 TOP RAIL
2x3 BALLUSTERS @
37
8" CLEAR MAX.,
FASTENED TO 2x6
WITH (2) GALV. NAILS
PER INTX.,
PREDRILLED
2x3 RAIL
2x6 BOTTOM RAIL 3'-6"4"VARIES, SEE PLAN
6'-0" MAX.
STANDARD TIMBER RAILING
LOWERED TIMBER RAILING
6x6 RAIL POST
2x8 TOP RAIL
2x3 RAIL
2x3 RAIL
2x6 BOTTOM
RAIL
2x6 RAIL
2x3 RAIL
2x6 BOTTOM RAIL
5
4x4 EDGE
PROTECTION
2x4x6" BLOCKING FOR
EDGE PROTECTION
4x8 EXTERIOR
STRINGER
4x8 EXTERIOR
STRINGER 9"2'-10"6"
9"
0 0.5'1'2'
SCALE: 1"=1'-0"
DETAIL 5
S-4011" = 1'-0"
ALUMINUM HANDRAIL
6x6 TIMBER RAIL POST
5
4x4" ON 2x4X6" BLOCKING FOR
EDGE PROTECTION AT LOWERED
RAILING LOCATIONS
2x8 TOP RAIL
2x6 TOP RAIL
2x3 RAIL
2x3 BALLUSTERS @
37
8" CLEAR MAX.
1-1/2"-DIA.
ADA-COMPLIANT
ALUMINUM HANDRAIL
(TYP. FOR RAMPS)11
2" MIN.
11
2" MIN.
DETAIL 6
S-4011" = 1'-0"
WALKWAY LANDING PARTIAL PLAN
4x8 TIMBER RAMP STRINGERS
HANG ON TIMBER FASCIA
WITH STAINLESS STEEL
HANGER OR APPROVED
EQUIVALENT (TYP., 2 SIDES)
6x8 TIMBER FASCIA
(TYP. 2 SIDES)
6x8 TIMBER PILE CAP (TYP.)
4x8 TIMBER FASCIA (TYP., 2 SIDES)
4x8 TIMBER
STRINGER (TYP.)
1
2"-DIA. GALV. THRU BOLT,
COUNTERSUNK (TYP., ONE
PER FASCIA CONNECTION)
GALV. ∠4x4x 5
16x6" W/ (4)
1
2"-DIA. GALV. THRU BOLTS
(TYP.)
(2) 1
2"-DIA. GALV. THRU
BOLTS, COUNTERSUNK
(TYP.)
(2) 1
2"-DIA. GALV. LAG
BOLTS, COUNTERSUNK
5'-0"
GALV. HELICAL PILE
WITH BRACKET (TYP.)5'-0"
HOMERUN TO EQUIPMENT. "L4A1" INDICATES EQUIPMENT ID, "1,3" INDICATESPANELBOARD CIRCUIT NUMBERS, (20A, 1P, UNLESS INDICATED OTHERWISE)SEE DRAWINGS FOR QUANTITY AND SIZE OF WIRE AND CONDUIT. MINIMUM2#12,#12G, IN 34"C IF NOT INDICATED OR SCHEDULED OTHERWISE. DASHEDLINES INDICATE IN OR UNDER SLAB.FEEDER TAG - REFER TO LEGEND OR TABLE OF FEEDER SIZESL4A1-1,3NUMBERS/LETTERS SHOWN BESIDE LIGHT FIXTURES SHALL INDICATE THE FOLLOWING:"F1" (CAPITAL LETTER(S) OR COMBINATION OF CAPITAL LETTER(S) AND NUMBERS) INDICATES FIXTURE TYPE."2" (NUMBER OR PANELBOARD NAME AND NUMBER) INDICATES CIRCUIT NUMBER."a" (LOWERCASE LETTER) INDICATES SWITCH CONTROL OF FIXTURE."E" INDICATES FIXTURE IS WIRED TO EMERGENCY SYSTEM."NL" INDICATES FIXTURE IS WIRED AS A NIGHT LIGHT (ALWAYS ON)."PC" INDICATES FIXTURE IS FURNISHED WITH PHOTOCELL CONTROL."MS" INDICATES FIXTURE IS FURNISHED WITH MOTION SENSOR."X#" INDICATES HAZARDOUS LOCATION, NUMBER INDICATES SPECIFIC TYPE.WALL MOUNTED LIGHTING FIXTURE - WIRED TO THE EMERGENCY LIFE SAFETYSYSTEMWALL MOUNTED LIGHTING FIXTURECEILING MOUNTED ILLUMINATED EXIT SIGN, ARROWS AS INDICATED ONDRAWINGSWALL MOUNTED ILLUMINATED EXIT SIGN, ARROWS AS INDICATED ONDRAWINGSEMERGENCY BATTERY UNITREMOTE EMERGENCY LIGHT HEADPOLE MOUNTED SITE LIGHTING FIXTUREBOLLARD STYLE SITE LIGHTING FIXTUREPANELBOARD, SURFACE MOUNTEDEDP 4 A 1PANEL TYPE (DP) DISTRIBUTION PANEL(L) LIGHTING PANELNUMBER IN SEQUENTIAL ORDER.SWITCHBOARD SOURCE OF POWERVOLTAGE (2) 208, (4) 480(P) POWER PANEL(OS) OPTIONAL STANDBY1.WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIALCONDITIONS.2.WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETSINDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS.3.ALL SWITCH CONTROLS SHALL BE FURNISHED WITH WIRING AND CONDUITAS REQUIRED.4.ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, ITIS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUITWIRING SYSTEM BE INSTALLED.5.A GREEN GROUNDING CONDUCTOR SHALL BE RUN WITH ALL CIRCUITS.VERIFY CONDUIT SIZE TO ENSURE IT CAN ACCOMMODATE ALL PHASE,NEUTRAL AND GROUND CONDUCTORS.6.ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS AND GROUNDS.BRANCH CIRCUITS SHALL NOT SHARE NEUTRALS OR GROUNDS.FLOOD LIGHT - WALL MOUNTEDFLOOD LIGHT - POLE MOUNTEDHID OR COMPACT FLUORESCENT PENDANT OR SURFACE MOUNTED LIGHTINGFIXTURERACEWAYS AND WIRINGABBREVIATIONSBRANCH CIRCUIT WIRING NOTESLIGHTING FIXTURESPOWER DISTRIBUTION EQUIPMENTELECTRICAL PANELBOARD KEY2#10,#10G,34"CL4A1-1,3#AAFAFFAFGAICALARCHASATATSAWGBLDGCCBCTCATCIR, CKTCPCPTCOLCUDISC SW, DSDWGEECEMEXPFFUFTFVNRFVRGGCGFI, GFCIID KCMIL, MCMKVAKVARKWLSIGMCMCBMCCMISCMFRMLONC, NCNECNICNLNONTSOLPPH, ØPLCPVCPTPVCRRGSRVNRSSCCR, SCRSCH 40SPSPDSSSWTELTSPTYPUGUPSVVFDYWWTFWWTFWPXFMRWIRE SIZE OR IDENTIFICATION NUMBERAMPERESAMPERE FRAME (CIRCUIT BREAKER RATING)ABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYALUMINUMARCHITECTAMPERE SENSOR (CIRCUIT BREAKER RATING)AMPERE TRIP (CIRCUIT BREAKER RATING)AUTOMATIC TRANSFER SWITCHAMERICAN WIRE GAUGEBUILDINGCONDUITCIRCUIT BREAKERCURRENT TRANSFORMERCATALOGCIRCUITCONTROL PANELCONTROL POWER TRANSFORMER480 VOLTS - 120/240 VOLTS,UNLESS OTHERWISE INDICATEDCOLUMNDELTACOPPERDISCONNECT SWITCHDRAWINGWIRED ON EMERGENCY CIRCUITELECTRICAL CONTRACTOREMERGENCYEXPLOSION PROOFFLUSHFUSEFEETFULL VOLTAGE NON-REVERSINGFULL VOLTAGE REVERSINGGROUNDGENERAL CONTRACTORGROUND FAULT CIRCUIT INTERRUPTERIDENTIFICATIONONE THOUSAND CIRCULAR MILSKILOVOLT-AMPERESKILOVOLT-AMPERES REACTIVEKILOWATTSLONG/SHORT TIME, INSTANTANEOUS AND GROUNDFAULT SETTINGS (FOR CIRCUIT BREAKER)MECHANICAL CONTRACTORMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMISCELLANEOUSMANUFACTURERMAIN LUGS ONLYNORMALLY CLOSEDNATIONAL ELECTRICAL CODENOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALEOVERLOADPOLEPHASEPROGRAMMABLE LOGIC CONTROLLERPOLYVINYL CHLORIDEPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDERECESSEDRIGID GALVANIZED STEEL CONDUITREDUCED-VOLTAGE NON-REVERSINGSURFACESHORT CIRCUIT CURRENT INTERRUPTING RATINGSCHEDULE 40 PVC CONDUITSPARESURGE PROTECTION DEVICESTAINLESS STEELSWITCHTELEPHONETWISTED SHIELDED PAIR CABLETYPICALUNDERGROUNDUNINTERRUPTABLE POWER SUPPLYVOLTVARIABLE FREQUENCY DRIVE (ALSO REFEREDTO AS ADJUSTABLE FREQUENCY DRIVE)WYEWATT, WIREWATER TREATMENT FACILITYWASTEWATER TREATMENT FACILITYWEATHERPROOFTRANSFORMERMISCELLANEOUSNOTES:1.GREEN GROUND CONDUCTOR NOT INDICATED BUT SHALL BE INCLUDED IN EACHRACEWAY. SIZE SHALL BE #12AWG UNLESS INDICATED OTHERWISE.2.HOMERUNS TO PANELBOARDS SHALL HAVE A MAXIMUM OF THREE (3) PHASECONDUCTORS (ONE PER PHASE), (3) NEUTRALS AND (3) GROUND CONDUCTORSIN EACH CONDUIT. DERATE CONDUCTORS AS REQUIRED PER CODE.CONDUIT IN OR UNDER SLABCONDUIT TURNING UPCONDUIT TURNING DOWNHHHANDHOLEUTILITY POLE(E) EMERGENCY16CONDUIT, CONCEALED IN CONSTRUCTION IN FINISHED AREAS,EXPOSED IN UNFINISHED AREASEOVERHEAD ELECTRICAL WIREUNDERGROUND CONDUIT (SHADING INDICATES CONCRETE ENCASED)1AAPHOTOGRAPH LOCATIONSECTIONEQUIPMENT, STRUCTURES, PIPING AND/OR CONDUITTO BE DEMOLISHED.GENERAL SYMBOLSBOLD LINES AND TEXT INDICATE PROPOSED WORKLIGHT LINES AND ITALIZED TEXT INDICATE APPROXIMATEEXISTING CONDITIONSOEDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:07pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-E-001.dwg
MARKDATEDESCRIPTIONB0633-008-E-001.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONE-001ELECTRICAL LEGENDJPVNO SCALERAKRH6/27/24
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:06pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-E-002.dwg
MARKDATEDESCRIPTIONB0633-008-E-002.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONE-002ELECTRICAL GENERAL NOTESJPVNO SCALERAKRHGENERAL SITE NOTES1.REFER TO THE CIVIL DRAWINGS FOR THE EXACT LOCATION OF ALL SITE LIGHTING,SIGNS, ETC.2.ALL EXCAVATION, TRENCHING, BACK FILL AND COMPACTION OF DUCT BANKS,TRANSFORMER PADS, SITE LIGHTING BASE, BY THE GC.3.SITE LIGHTING POLE BASES SHALL BE FURNISHED BY THE EC, INSTALLED BY THE GC.COORDINATE CONDUIT AND LIGHT POLE BOLT PATTERNS WITH GC.4.EACH LIGHT POLE BASE SHALL HAVE A LIGHTING HAND HOLE BESIDE IT.5.WHERE ROUTING IS SPECIFICALLY INDICATED, CONDUITS SHALL BE ROUTED ASINDICATED ON THE DRAWING. NO EXCEPTION WITHOUT PRIOR WRITTENPERMISSION FROM THE PROJECT ELECTRICAL ENGINEER.6.ALL CONCRETE WORK SHALL BE BY THE GC.GENERAL DEMOLITION NOTES1.DISCONNECT AND REMOVE EXISTING ELECTRICAL PANELBOARDS, JUNCTION BOXES,BRANCH CIRCUITS, FEEDERS, RACEWAYS, DEVICES, ETC., AS REQUIRED TOACCOMPLISH THE NEW WORK AS SHOWN OR REASONABLY IMPLIED. REFER TO THEARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL WORK SHOWN ON THEOTHER DRAWINGS OF THIS SET TO DETERMINE THE EXTENT OF THE DEMOLITIONWORK REQUIRED.2.EXISTING BRANCH CIRCUITS NO LONGER SERVING ANY EQUIPMENT OR DEVICESSHALL BE PULLED BACK TO AND DISCONNECTED FROM THE PANEL OF ORIGIN.RE-LABEL EXISTING CIRCUIT BREAKERS AS SPARE AND PROVIDE A NEWLABEL/NAMEPLATE OR TYPE-WRITTEN PANEL DIRECTORY.3.BRANCH CIRCUITS SERVING EXISTING DEVICES TO REMAIN AND EXISTING DEVICESTO BE REMOVED SHALL BE MAINTAINED AND RECONNECTED AS REQUIRED AFTERREMOVAL OF THE EXISTING DEVICES, AS NECESSARY TO ACCOMMODATE THEALTERATIONS.4.COORDINATE WITH THE OWNER'S RESPECTIVE DEPARTMENTS FOR THEDISCONNECTION AND REMOVAL OF TELECOMMUNICATIONS, FIRE ALARM, ANDSECURITY SYSTEM DEVICES, EQUIPMENT, AND CABLING.5.COORDINATE WITH THE ENGINEER, GENERAL, MECHANICAL, AND PLUMBINGCONTRACTORS FOR EXISTING EQUIPMENT TO BE DISCONNECTED AND REMOVED.DISCONNECT AND REMOVE THE ELECTRIC CONDUIT AND WIRING BACK TO THE POINTOF ORIGIN FOR EACH PIECE OF EQUIPMENT TO BE REMOVED.6.EXISTING FIRE ALARM SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL NEW FIREALARM SYSTEM HAS BEEN INSTALLED, TESTED, AND ACCEPTED. THE EXISTING FIREALARM SYSTEM PANELS, DEVICES, CABLING, RACEWAYS, ETC., SHALL BEDISCONNECTED AND REMOVED. REFER TO SPECIFICATIONS FOR ADDITIONALINFORMATION.7.REMOVE ALL WIRING/CABLING NO LONGER IN USE FROM EXISTINGRACEWAYS/CONDUITS. RACEWAYS/CONDUITS NO LONGER IN USE THAT AREEMBEDDED IN FLOOR SLABS SHALL BE CUT BACK AS REQUIRED AND CAPPED.SURFACE-MOUNTED RACEWAYS/CONDUITS NO LONGER IN USE SHALL BE REMOVED.8.PROVIDE BLANK STAINLESS STEEL COVER PLATES FOR ALL JUNCTION/DEVICE BOXESNO LONGER IN USE THAT ARE EMBEDDED IN FLOOR SLABS OR MASONRY WALLS. ALLCOVER PLATES SHALL BE PAINTED TO MATCH EXISTING CONDITIONS.9.REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION CRITERIA.10.THE EXISTENCE OF UTILITIES AND APPURTENANCES AS SHOWN ON THESEDRAWINGS ARE FOR REFERENCE ONLY. THOROUGHLY INVESTIGATE THE EXACT SIZE,TYPE, LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION. FIELDMEASURE TO VERIFY EXISTING AND CONTRACT INTERFACE DIMENSIONS, LOCATIONS,AND OTHER CONDITIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGE WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UTILITIES.11.ASSUME MATERIALS TO BE DEMOLISHED ARE POSITIVE FOR HAZARDOUS MATERIALSAND DISPOSE OF AS NECESSARY IN ACCORDANCE WITH APPLICABLE REGULATIONS.REFER TO SPECIFICATIONS FOR MORE DETAILS.12.OWNER RETAINS RIGHT OF FIRST REFUSAL FOR ALL ITEMS TO BE REMOVED ORDEMOLISHED. TAKE REASONABLE CARE TO AVOID DAMAGE TO ITEMS TO BERETAINED BY OWNER. NO ADDITIONAL CHARGE WILL BE ALLOWED FOR REMOVAL OFSALVAGEABLE ITEMS.13.FOR ITEMS BEING DEMOLISHED, REMOVE EXISTING SUPPORTS AND MOUNTINGHARDWARE. FILL OPENINGS FROM ANCHOR HOLES AND CONDUIT/PIPEPENETRATIONS (UNLESS CONDUIT IS TO BE REUSED) WITH NON-SHRINK GROUT ANDPAINT TO MATCH WALL OR FLOOR.14.PATCH HOLES IN CONCRETE FROM OLD EQUIPMENT SUPPORTS, CONDUITS,PENETRATIONS, ETC. WITH NON-SHRINK GROUT. PAINT TO MATCH SURROUNDINGSURFACE.15.PROPERLY DISPOSE OF DEMOLISHED EQUIPMENT IN COMPLIANCE WITH CODES,REGULATIONS, AND STATE STANDARDS.GENERAL NOTES1.FOR SYMBOLS AND ABBREVIATIONS, REFER TO DRAWING E-001.2.BOLD TEXT AND LINES INDICATE PROPOSED WORK, LIGHT TEXT AND LINES INDICATEAPPROXIMATE EXISTING CONDITIONS.3.PROVIDE TEMPORARY POWER AND EQUIPMENT AS REQUIRED TO KEEP SYSTEMSOPERATIONAL, SEE 16050 FOR SEQUENCING AND SCHEDULING.4.FOR ELECTRICAL DETAILS, REFER TO DETAIL DRAWINGS5.ALL CONDUIT SHALL BE INSTALLED ATTACHED TO THE TOP OF STEEL (TOP CHORD OFJOIST/GIRDER).6.COORDINATE ALL DEVICE LOCATIONS WITH GC AND/OR OWNER PRIOR TO ROUGH-IN.7.COORDINATE ALL REQUIRED OPENINGS/PENETRATIONS THROUGH WALLS, FLOORS,AND CEILING WITH OTHER TRADES AND APPROVED EQUIPMENT SUBMITTALS.8.ALL PIPES OR OTHER UTILITIES DAMAGED DURING THE CONTRACTOR'S OPERATIONSSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE AT NO COSTTO THE OWNER.9.SUPPORT ALL UTILITIES AND STRUCTURES DURING CONSTRUCTION AND MAKEREPAIRS IF DAMAGED.10.THE LOCATIONS OF EXISTING UTILITIES AND EQUIPMENT ARE APPROXIMATE.DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND STRUCTURES BEFORECOMMENCING WORK. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE WHICHMIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ANDALL UTILITIES AND STRUCTURES.11.PREVENT DUST FROM BECOMING A NUISANCE OR HAZARD. CONTROL DUST DURINGAND AFTER CONSTRUCTION.12.DO NOT COMBINE POWER AND SIGNAL WIRING IN ANY CONDUIT, BOX, WIREWAY,CABLE TRAY, ETC. WITHOUT WRITTEN PERMISSION FROM THE ENGINEER, UNLESSSPECIFICALLY SHOWN ON THE DRAWINGS.6/27/24
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ROADEXISTINGMAINTENANCEGARAGEDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:06pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-ED-100.dwg
MARKDATEDESCRIPTIONB0633-008-ED-100.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONED-100ELECTRICAL GATEHOUSEDEMOLITION SITE PLANJPVAS SHOWNRAKRH0020'40'SCALE: 1" = 20'NNOTES:1.REMOVE ANY CONDUIT AND WIRING THAT IS NO LONGER IN USE BY PROJECTCOMPLETION.KEY NOTES:REMOVE THE EXISTING GARAGE PANELBOARD AND ASSOCIATED FEEDER IN ITSENTIRETY. MAINTAIN CONDUIT AND BRANCH CIRCUITS FOR REWORK AND RECONNECTUNDER NEW WORK SCOPE.EXISTING ANTENNA, POLE, WIRING, AND ASSOCIATED AUXILIARY HARDWARE ARE TOBE RELOCATED TO THE MAINTENANCE GARAGE. COORDINATE WITH THE PARKMANAGER AND EQUIPMENT VENDOR FOR ADDITIONAL INFORMATION.DISCONNECT AND MAINTAIN VERIZON SERVICE FOR EXTENSION TO MAINTENANCEGARAGE UNDER NEW WORK SCOPE.REMOVE EXISTING FEEDERS IN THEIR ENTIRETY. MAINTAIN AND MAKE SAFE CONDUIT.DISCONNECT AND REMOVE EXISTING UTILITY METER.REMOVE EXISTING GROUND RODS, MAINTAIN GROUND WIRE FOR RECONNECTION.DISCONNECT AND REMOVE CONDUIT COMING UP FROM THE GROUND AND JUNCTIONBOX1231274445563676/27/24
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EEEWHHHHHH HHHHLIGHT POLEJ33321GARAGEELECTRICALPANELGATEHOUSEELECTRICALPANEL - 18GARAGEELECTRICALPANEL - 7POLE LIGHT3POWER/CABLE TVVERIZONRELOCATEDANTENNA POLELIGHT BOLLARD (TYP)57867DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:07pm By: APaoliLast Saved:6/27/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-E-100.dwg
MARKDATEDESCRIPTIONB0633-008-E-100.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONE-100ELECTRICAL GATEHOUSESITE PLAN - 1JPVAS SHOWNRAKRH0020'40'SCALE: 1" = 20'NUNDERGROUNDDUCTBANKNOTES:1.COORDINATE METERING AND EQUIPMENT REQUIREMENTS WITH EVERSOURCE PRIOR TOSTARTING WORK. INSTALLED CONDITION OF METERING ARRANGEMENT SHALL BECAPTURED ON PROJECT RECORD DRAWINGS.2.ALL VERIZON EQUIPMENT SHOULD BE INSTALLED IN DEDICATED RACEWAYS AND HANDHOLES. ALL VERIZON EQUIPMENT TO BE INSTALL ACCORDING TO THERECONSTRUCTION STANDARDS. COORDINATE PRIOR TO THE COMMENCEMENT OF WORK.3.PROVIDE MINIMUM OF 12 INCHES OF SPACE BETWEEN POWER AND DATA/VERIZONCONDUIT.KEY NOTES:PROVIDE DUCTBANK FOR SERVICE FEEDER FEEDERS. REFER TO ONELINE AND DETAILSFOR ADDITIONAL INFORMATION.PROVIDE SERVICE FEEDER IN EXISTING CONDUIT SYSTEM.INTERCEPT EXISTING UNDERGROUND CONDUIT WITH HANDHOLE.HANDHOLE TO BE 24" x 36" x 24" AND H20 TRAFFIC-RATED WHERE APPLICABLE.LIGHTING FIXTURE TO BE CONTROLLED BY PHOTOCELL AND DIMMED DOWN TO 10%PASSIVE INFRA-RED OCCUPANCY SENSOR AFTER 15 MINS.PROVIDE (2) GROUNDING RODS AND RECONNECT EXISTING GROUNDING WIRE.PROVIDE NEMA 4X JUNCTION BOX TO CONNECT NEW SERVICE TO EXISTING ELECTRICALSYSTEM.PROVIDE 100A UTILITY COMBINATION METER MAIN.PROVIDE (2) GROUNDING RODS AND #2 GROUND WIREREFER TO DETAILS FOR ADDITIONAL INFORMATION ON UTILITY POLE SCOPE.1234567896/27/24
IF REQUIRED,CABLE TIED ON POLEABOVE CONDUIT IN36" DIAMETER COILSEAL OPENING AROUND CABLE,CAP SPARE CONDUIT-DO NOT USE DUCT PLUGS.INSTALL GROUNDING BUSHING& ATTACH TO GROUND LEAD.5'RIGID GALVANIZED STEELCONDUIT SPARE RISERNOT SHOWN10'CLIP (GALV.STEEL)DESIGNED TOSECURE PIPE TOROUND POLE(2 LOCATIONS)5'COVER DOWNGROUND LEAD(#4 CU WIRE)W/ MOLDINGCAST IRON SLIPCOUPLINGSPAREDUCTTOP OF 5RISER8" ROD TO BE4" BELOW GRADETYPICAL STREET OR ROADWAY*LOCATE BOTH DUCTS WITHINONE POLE QUARTER AS SHOWN ABOVE.3'SECONDCONDUITDETAIL(IF NEEDED)INSTALL PIPE GROUNDING CLAMP& ATTACH TO #4 CU GROUND LEAD36" R X 90° GALVANIZED STEEL SWEEP.SPARE SWEEP (IF REQUIRED) MUST HAVEA THREADED CAP JUST ABOVE GRADE.#2 COUNTERPOISE-NSTAR SOUTH AREASFLOWTRAFFICRISERPOLERISERPOLERISERSPAREDUCTFLOWTRAFFICADAPTER COUPLINGSTEEL TO PVCNOTES:1.NSTAR SOUTH AREAS ONLY - #2 BARE COPPER WIRE (DIRECT BURIED COUNTERPOISE) SHALL CONNECT RISERPOLE GROUND TO THE FIRST PAD/SWITCH/MANHOLE GROUNDING RING.2.EXOTHERMIC CONNECTIONS (CADWELD) ARE ACCEPTABLE FOR BURIED CONNECTIONS.DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:07pm By: APaoliLast Saved:6/6/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-E-501.dwg
MARKDATEDESCRIPTIONB0633-008-E-501.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONE-501ELECTRICAL DETAILSJPVNO SCALERAKRGH12"12"
3"GRADE1236" (MIN)CONTINUOUSMARKER TAPE OVEREDGES OFDUCTBANK (TYP)CONDUIT, SEE NOTE 6 (TYP)CONCRETE, SEE NOTE 4CONDUIT SPACERS, SEE NOTE 3#5 REBAR, SEE NOTE 53"3"NOTES:1.UNLESS OTHERWISE INDICATED ON DRAWINGS, ELECTRICAL DUCT BANK CONCRETE ENCASING SHALLBE CONTINUOUS ALONG THE ENTIRE LENGTH OF THE DUCT BANK.2.WHERE CONCRETE ENCASING IS NOT SHOWN FOR DUCT BANKS, PROVIDE STONE BORROW PERSPECIFICATION SECTION 02320.3.E.C. SHALL PROVIDE CONDUIT SPACERS 5'-0" ON CENTER, AS MANUFACTURED BY UNDERGROUNDDEVICES, INC.:a.L=2" SCHEDULE 40 PVC CONDUIT REQUIRES CONDUIT SPACER AT 5'-0" ON CENTER, BY U-D INC.,P/N 2W20-2 (OR -3).b.4" SCHEDULE 40 PVC CONDUIT REQUIRES CONDUIT SPACER AT 5'-0" ON CENTER, BY U-D INC., P/N4W30-2 (OR -3).c.5" SCHEDULE 40 PVC CONDUIT REQUIRES CONDUIT SPACER AT 5'-0" ON CENTER, BY U-D INC., P/N5W30-2 (OR -3).d.6" SCHEDULE 40 PVC CONDUIT REQUIRES CONDUIT SPACER AT 5'-0" ON CENTER, BY U-D INC., P/N6W30-2 (OR -3).4.CONCRETE SHALL BE PRE-MIX 2,500 P.S.I. 6" SLUMP LEAN CONCRETE, WITH RED DYE ADDED TOMIXTURE, CONCRETE BY ELECTRICAL CONTRACTOR.5.#5 REBAR SHALL BE PLACED CONTINUOUS ALONG DUCTBANK (MINIMUM OF 4), WITH A MINIMUM 3"COVER ALONG BOTTOM SIDE, AND 3" COVER ALONG REMAINING THREE SIDES.6.CONDUIT USAGE SHALL BE AS FOLLOWS:SCHEDULE 40 PVC CONDUIT - UTILITY SECONDARY - 240/120VSCHEDULE 40 PVC CONDUIT - CABLE TVSCHEDULE 40 PVC CONDUIT - VERIZONDUCTBANK GENERAL NOTESNO SCALE(SD-102)12SITE LIGHTING POLE BASE & HANDHOLENO SCALE(SD-226)1019232529303540888.59H + 7.5H + 8.0H + 8.5H + 9.0H + 9.59.5104550FINISHED GRADE7775H + 4.524"DIA.36"H + 6.5H + 6.5H + 6.5H + 7.5NOTES:1.ALL DIMENSIONS ARE IN NOMINAL FEETOR INCHES.2. TOP OF FOUNDATION SHALL BETROWELLED SMOOTH AND LEVEL.3. CLASS OF CONCRETE SHALL BE 3000P.S.I. CONCRETE SHALL BE VIBRATED.4. CONTRACTOR TO VERIFY OPENING SIZEIN POLE BASE PLATE PRIOR TO SETTINGCONDUIT SLEEVES.5. SUBJECT TO SOIL CONDITIONS, REFERTO GEOTECH REPORT.6. LOCATE EDGE OF POLE BASE 3'-0" TOEDGE OF PAVEMENT/WALKWAY.POLELENGTH(ft.)BASEBURIALDEPTH 'D'(ft.)REINFORCINGBARLENGTH(ft.)'D''LHH'LIGHTING HAND HOLE WITH OPENBOTTOM 17"W x 30"L x 12"DMINIMUM (INSIDE CLEARANCE)WITH LOGO ON COVER PERSPECIFICATIONS. PROVIDESYNERTECH BY OLD CASTLE ORAPPROVED EQUAL.(2) 112" PVCCONDUIT(2) 1" PVC CONDUIT.PROVIDE 12/2 UF CABLEFROM "LHH" TO FIXTURE.STUB MAX.3" INTOHAND HOLE(2) 112" PVCCONDUIT PIPE__'-__" LIGHT POLELOCK NUTSLEVELING NUTSPOLE BASE COVERCAST-IN-PLACECONCRETE BASEGALVANIZED STEEL "J" BOLTS ASSUPPLIED BY LIGHT FIXTUREMANUFACTURER(8) #6 REINF.BARS AND #4 TIES(2) 1-1/2" PVC CONDUIT24" DIA.24" (H)FIBER FORMNOTES:1.COORDINATE WITH SITE ELECTRICAL PLANS. CONDUIT TYPES SHOWN ARE TYPICAL.PROVIDE CONDUIT ENTRIES AND QUANTITIES AS SHOWN ON SITE PLANS.2.CONTRACTOR SHALL SIZE HAND HOLE PER NEC REQUIREMENTS.3.SPLICE CONDUCTORS (INCLUDING GROUNDING CONDUCTORS) IN HANDHOLE WITHSILICONE FILLED CONNECTORS RATED FOR UNDERGROUND. USE IDEAL #30-066 OREQUAL FOR #6 OR SMALLER SPLICES. USE ILSCO PDSS OR EQUAL UNDERGROUNDRATED LUGS FOR LARGER SPLICES.POWER HANDHOLE WITHCUSTOM COVER LABELED"POWER"BARRIER - CENTERED IN HANDHOLE ASINDICATED. 14" THICK PHENOLIC RESIN SHEET.AFFIX TO HANDHOLE WITH STAINLESS STEELHARDWARE. MINIMUM GAP BETWEEN POWERAND DATA/SECURITY SIDES TO BE 332" WITHCOVER ON.36" (MIN)
12"
3"
MAX
CONTINUOUS MARKER TAPE12" ABOVE CONDUIT PATH(TYP)(1) SCHEDULE 40 PVCCONDUIT (TYP)CONDUITPOWER CONDUITCONDUIT TO NEXT HANDHOLECONDUIT TO NEXT HANDHOLEFINISHED GRADEFRAME & COVER FLUSHWITH GRADEH-20 RATED CONCRETEHANDHOLE112" FREE DRAINING STONE6"
MIN
3"MINSTRUT MOUNTED EQUIPMENT DETAILNO SCALECONCRETE SONOTUBEFOUNDATION BY 03300(4)12"Ø MIN. SS ADHESIVEANCHORS WITH 6" MIN.EMBEDMENT#3 CLOSES TIES@ 12" MAX OC(4)#4 VERTICAL2" CLEAR COVER(TYP)12"48"4" MIN.12" THICK GRAY TINTEDPOLYCARBONATE BACKBOARDMOUNTED ON STAINLESS STEELSTRUTS (MOUNT 36" AFG)STRUT-MOUNTED EQUIPMENT(COORDINATE SIZE ANDACCESS REQUIREMENTSWITH THE SUPPLIER)RISER POLENO SCALEMARKER TAPEOVER EDGES OFCONDUIT AREA(TYP)36" MINTYPICAL UNDERGROUNDPOWER, LIGHTING, ORDATA/SECURITY CONDUIT(S)PROVIDE 2" OF SAND AROUNDCONDUITS12"NOTES:1.MAINTAIN 3" MIN SPACING BETWEEN CONDUITS OF THESAME SYSTEM (POWER, DATA/SECURITY)2.MAINTAIN MINIMUM 1' SEPARATION BETWEEN POWER ANDDATA/SECURITY CONDUITS.3.MAINTAIN MINIMUM 1' SEPARATION BETWEEN ALLELECTRICAL CONDUIT AND OTHER UNDERGROUND SYSTEMS.3"MINUNDERGROUND LIGHTINGNO SCALE(SD-101GRADEPOWER & SECURITY HANDHOLE (IN ROADWAY)DETAIL TITLE LINE 2NO SCALE2-WAY DUCTBANK (4" CONDUIT ONLY)NO SCALE3"12"
3"GRADE3336" (MIN)CONTINUOUSMARKER TAPE OVEREDGES OFDUCTBANK (TYP)CONDUIT, SEE NOTE 6(TYP)CONCRETE, SEE NOTE 4CONDUIT SPACERS,SEE NOTE 3#5 REBAR, SEE NOTE 53"3"2-WAY DUCTBANK (4" CONDUIT ONLY)NO SCALE36/27/24
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:Barnstable, MASandy NeckBeach FacilityReconfigurationTown ofBarnstableDATE:PROJECT NO:Plotted On:Jun 27, 2024-4:07pm By: APaoliLast Saved:2/29/2024Tighe & Bond:J:\B\B0633 Barnstable\008 - FY22 Sandy Neck Beach Facility Reconfiguration\Drawings_Figures\AutoCAD\Sheet\B0633-008-E-601.dwg
MARKDATEDESCRIPTIONB0633-008-E-601.dwgB0633-008SCALE:100% DESIGN
PERMIT SET
NOT FOR CONSTRUCTIONE-601ELECTRICAL ONE-LINEDIAGRAMS AND SCHEDULESJPVNO SCALERAKRHMPOLE(#P679/9)MOUNTEDTRANSFORMEREXISTING ONE-LINE DIAGRAMNO SCALEPROPOSED ONE-LINE DIAGRAMNO SCALE100A COMBINATION METER MAIN -100A FUSES3#2 & 1#2G, 2"C IN DUCTBANK3#2 & 1#2G, 2"C INEXISTING CONDUITSYSTEM100A COMBINATION METER MAIN -40A FUSES3#2 & 1#2G, 2"C IN DUCTBANK3#2 & 1#2G, 2"C INEXISTING CONDUITSYSTEMREMOVE EXISTING PANEL6/27/24
230 SOUTH STREET
HYANNIS, MA 02601
135003
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
WEST BARNSTABLE, MA 02668
136011001
FOWLER, JAMES III & DEBORAH
24 LEONARD ROAD
Property ID:
NEW YORK, NY 10065
136011002
LUKAS, EDMUND & FRANCES REYNOLDS
304 E 65TH ST, APT 27A
Property ID:
HYANNIS, MA 02601
136012
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
136013
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
HYANNIS, MA 02601
137001
BARNSTABLE, TOWN OF (BCH)
367 MAIN STREET
Property ID:
HYANNIS, MA 02601
137002
BARNSTABLE, TOWN OF (BCH)
367 MAIN STREET
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
160002
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
160004
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
183002
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
183003
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
35 BENJAMIN NYE LANE
NORTH FALMOUTH, MA 02556
183004001
MARTIN, JOSEPH P & KATHERINE R
GLYNN, ADAM PAUL
Property ID:
770 CEDAR STREET
WEST BARNSTABLE, MA 02668
183004002
DOHERTY, JOHN G JR TR
SANDY NECK COTTAGE FIDUC TRUST
Property ID:
DUXBURY, MA 02332
183005
NICKERSON, TODD W & KATHERINE
32 PARK VIEW TERRACE
Property ID:
HYANNIS, MA 02601
183005001
BARNSTABLE, TOWN OF (LB)
367 MAIN STREET
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
203001
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
203002
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
203003
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
JACKSON ISLAND TRUST
503 NORTH DENNIS ROAD
203004
BARNSTABLE, TOWN OF (CON)
C/O HAYES, CHRISTIAN
YARMOUTH PORT, MA 02675
Property ID:
72 WATERS EDGE
MARSTONS MILLS, MA 02648
203005
BARNSTABLE, TOWN OF (CON)
C/O COHEN, MARK & TETREAULT, LINDA
Property ID:
ROUTE 301
COLD SPRINGS, NY 10516
203006
DYER, LYMAN
C/O DEGARIS-KNEELAND
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
223001
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
PO BOX 967
BARNSTABLE, MA 02630
223002
BARNSTABLE, TOWN OF (CON)
C/O HARMON, STEVEN & KRISTEN
Property ID:
690 CEDAR STREET
WEST BARNSTABLE, MA 02668
223003
BARNSTABLE, TOWN OF (CON)
C/O VECCHIONE, NANCY J
Property ID:
HYANNIS, MA 02601
223004
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
97 PONTIAC ST
HYANNIS, MA 02601-2436
223006
BARNSTABLE, TOWN OF (CON)
C/O HALLETT, BARBARA T
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
223007
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
223008
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
149 PLEASANT ST
HYANNIS, MA 02601
223009
BARNSTABLE, TOWN OF (CON)
C/O BAXTER, ROBERT L
Property ID:
PO BOX 30
BARNSTABLE, MA 02630
223010
BARNSTABLE, TOWN OF (CON)
C/O CRESSEY, HILLARY
Property ID:
C/O LOPES, DANIEL & KATHLEEN F
100 ALDERBROOK LANE
242001
BARNSTABLE, TOWN OF (CON)
C/O FRANEY, ROBERT & AMY &
WEST BARNSTABLE, MA 02668
Property ID:
YARMOUTH PORT, MA 02675
242002
KAPP, CHRISTOPHER F
292 OLD KING'S HIGHWAY
Property ID:
YARMOUTH PORT, MA 02675
242003
KAPP, CHRISTOPHER F
292 OLD KING'S HIGHWAY
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
242004
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
262005
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
WEST BARNSTABLE, MA 02668
262008
BARNSTABLE LAND TRUST INC
1540 MAIN STREET
Property ID:
CRANSTON, RI 02905
262009
HANDY, EDWARD O III ET AL
1332 NARRAGANSETT BOULEVARD
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
263001
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
16 CROWNRIDGE RD
WESTBOROUGH, MA 01581
263002
BARNSTABLE, TOWN OF (CON)
C/O PERRY, DANA A
Property ID:
310 ENTERPRISE ST
DUXBURY, MA 02332
263003
BARNSTABLE, TOWN OF (CON)
C/O PARK, KENNETH R & R YVONNE&
Property ID:
P O BOX 222
BARNSTABLE, MA 02630
263004
BARNSTABLE, TOWN OF (CON)
C/O WEIR, GEORGE H
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
282002
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
283001
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
283002
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
1332 NARRAGANSETT BOULEVARD
CRANSTON, RI 02905
283003
BARNSTABLE, TOWN OF (CON)
C/O SUSAN LITTLEFIELD
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
302003
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
WEST BARNSTABLE, MA 02668
303002
BARNSTABLE LAND TRUST INC
1540 MAIN STREET
Property ID:
1023 S 1500 E
SLC, UT 84105
303003
BARNSTABLE, TOWN OF (CON)
C/O FERGUSON, GEORGE W & HUGH C
Property ID:
1379 BUMPS RIVER ROAD
CENTERVILLE, MA 02632
303004
BARNSTABLE, TOWN OF (CON)
C/O MONROE, WILLIAM & THACHER, FRANK
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
303005
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
HYANNIS, MA 02601
303006
BARNSTABLE, TOWN OF (CPA)
367 MAIN STREET
Property ID:
OWINGS, MD 20736
303007
LYONS, JACK K
3420 CHURCHILL COURT
Property ID:
BOSTON, MA 02111-1736
321001
NATURE CONSERVANCY
201 DEVONSHIRE ST, 5TH FL
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
321003
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
322001
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
P O BOX 605
BARNSTABLE, MA 02630
32200100A
BARNSTABLE, TOWN OF (CON)
C/O LOVELL, HERBERT & HILL, GERALDINE
Property ID:
P O BOX 605
BARNSTABLE, MA 02630
32200100B
BARNSTABLE, TOWN OF (CON)
C/O LOVELL, HERBERT & HILL, GEORGE L
Property ID:
9 WESTERLY DRIVE
BOURNE, MA 02532
32200100C
BARNSTABLE, TOWN OF (CON)
C/O HOSTERMAN, PATIA CAMPBELL-
Property ID:
31 KEYES ST
OAKDALE, MA 01583
32200100D
BARNSTABLE, TOWN OF (CON)
C/O BUCK, GEORGE & MARJORIE
Property ID:
120 SW HATTERAS COURT
PALM CITY, FL 34990
32200100E
BARNSTABLE, TOWN OF (CON)
C/O HESLINGA, STEVEN G & LYNN E
Property ID: