HomeMy WebLinkAboutSite Plan Review Plan Set - 268 Stevens Street_Optimizedlocation map NOT TO SCALE DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESSite Plan Review
Stevens Street Multi-Family
ASSESSOR'S PLAT 308 LOT 17
SITE
268 Stevens Street
Barnstable, Massachusetts
1Cover SheetSWPPP / O&M
THE STORMWATER POLLUTION PREVENT PLAN (SWPPP)
AND STORMWATER OPERATION AND MAINTENANCE PLAN
(O&M) ARE REQUIRED DOCUMENTS WITH THIS PLAN SET
AND MUST BE MAINTAINED BY THE CONTRACTOR AND
OWNER ON SITE.
Sheet List Table
Sheet Number Sheet Title
1 Cover Sheet
2 Aerial Half-Mile & USGS Map
3 Notes and Legend
4 Existing Conditions Plan
5 Soil Erosion & Sediment Control Plan
6 Site Layout Plan
7 Grading & Drainage Plan
8 Utilities Plan
9 Underground Infiltration System
10 Infiltration Systems A, B & C
11 Infiltration Systems D & E
12 Infiltration Pond
13 Detail Sheet - 1
14 Detail Sheet - 2
15 Detail Sheet - 3
16 Detail Sheet - 4
17 Landscape Plan
PHOTO OBTAINED FROM NEARMAP.
DATE OF PHOTOGRAPHY 4/8/2023.
USGS MAP SCALE: 1"=1000'
0 200' 400' 800'
SCALE: 1"=400'DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESBARNSTABLE RECREATION DEPARTMENT
AND
HYANNIS YOUTH & COMMUNITY CENTER
SITE
2Aerial Half-Mile & USGS MapNORTH
S
T
R
E
E
T
STEVEN
S
S
T
R
E
E
T
M
I
T
C
H
E
L
L
'
S
W
A
Y
BRISTO
L
A
V
E
W MAIN STREET
SCUDDER AVEMAIN S
T
R
E
E
T SOUTH STREE
T
B
EAR
S
E
S
WA
Y
PITCHERS WAYLORUSSO COMPLEX
HYANNIS FIRE
DEPARTMENT
CAPE COD IRISH VILLAGE AT THE EMERALD
RESORT & CONFERENCE CENTER
MELODY TENT
CAPE COD COMMUNITY COLLEGE
MASSACHUSETTS
DEPARTMENT OF
TRANSITIONAL ASSISTANCE
HYANNIS PLAZA
HOTEL
SITE
AUNT
BETTY'S
POND
FAWCETTS
POND
HALF MILE R
A
D
I
U
S
HALF MILE R
A
D
I
U
S
OFFSITE STREAM
10
2
ADA
AHJ
AP
ARCH
BC
BT
BIT
BIO
BS
BW
CB
(C)
℄
(CA)
CLDIP
CEOR
CO
CONC
(D)
DCB
DI
DMH
DP
ELEV
EOP
ESC
EX
FES
FFE
GS
GWT
HW
HC
HDPE
ID
INV
IP
LARCH
LF
LOD
LP
ABBREVIATIONS LEGEND
AMERICANS WITH DISABILITY ACT
AUTHORITY HAVING JURISDICTION
ASSESSOR'S PLAT
ARCHITECT
BOTTOM OF CURB
BOTTOM OF TESTHOLE
BITUMINOUS (BERM)
BIORETENTION
BASEMENT SLAB ELEVATION
FINISHED GRADE AT BOTTOM OF WALL
CATCH BASIN
CALCULATED
CENTERLINE
CHORD ANGLE
CONCRETE LINED DUCTILE IRON PIPE
CIVIL ENGINEER OF RECORD. DIPRETE
ENGINEERING UNLESS DESIGNATED
OTHERWISE BY OWNER
CLEAN OUT
CONCRETE
DEED
DOUBLE CATCH BASIN
DROP INLET
DRAINAGE MANHOLE
DETENTION POND
ELEVATION
EDGE OF PAVEMENT
EROSION AND SEDIMENT CONTROL
EXISTING
FLARED END SECTION
FINISH FLOOR ELEVATION
GARAGE SLAB ELEVATION
GROUND WATER TABLE
HEADWALL
HIGH CAPACITY CATCH BASIN GRATE
HIGH DENSITY POLYETHYLENE
INLINE DRAIN
INVERT
INFILTRATION POND
LANDSCAPE ARCHITECT
LINEAR FEET
LIMIT OF DISTURBANCE
LIGHT POLE
SOILS LINES
PROPERTY LINE
FENCE
RETAINING WALL
STONE WALL
ASSESSORS LINE
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
DRILL HOLE FOUND/SET
LIGHTPOST
WATER VALVE
WATER LINEW
SEWER LINES
GAS LINEG
ELECTRIC LINEE
IRRIGATION VALVE
B1
WV
HYDRANT
WETLAND LINE & FLAG
SEV
SOIL EVALUATION
SIGN
BUILDING
EMH
SMH
DMH
CB
S
BOLLARD
SEWER/SEPTIC MANHOLE
SV SEWER VALVE
CLEANOUT
W WELL
MONITORING WELL
GV GAS VALVE
UTILITY/POWER POLE
E ELECTRIC MANHOLE
GUY POLE
D DRAINAGE MANHOLE
DOUBLE CATCH BASIN
CATCH BASIN
FLARED END SECTION
DCB
DRAINAGE LINED
OVERHEAD WIRESOHW
SEWER FORCE MAINSFM
GUARDRAIL
TREELINE
BOUND FOUND/SET
NAIL FOUND/SET
BENCH MARK
UNKNOWN MANHOLE
FES
UP
NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS
STREAM FLOW DIRECTION
BRUSHLINE
FEMA BOUNDARY
EXISTING LEGEND
(AS SHOWN ON PROPOSED PLANS)
UP
D
STREAM
RETAINING WALL
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
WATER VALVE
WATER LINEW
SEWER LINES
GAS LINEG
HYDRANT ASSEMBLY
CATCH BASIN
FLARED END SECTION
DRAINAGE LINE
SEWER FORCE MAINSFM
NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS
PROPOSED LEGEND
308
310 WATER SHUT OFF
THRUST BLOCK
EDGE OF PAVEMENT
BUILDING FOOTPRINT
BUILDING OVERHANG
ASPHALT PAVEMENT
CONCRETE
PERFORATED SUBDRAINSD
312 SPOT ELEVATION
VAN
RIPRAP
SAND FILTER
POND ACCESS
DOUBLE CATCH BASIN
GUARDRAIL
DRAINAGE MANHOLE
BUILDING SETBACKS
OHW OVERHEAD WIRE
LIMIT OF DISTURBANCE/
LIMIT OF CLEARING
HEAVY DUTY CONCRETE
ASPHALT SIDEWALK
SINGLE LIGHT
DOUBLE LIGHT
OVERHANGING LIGHT
ETC
CHAINLINK FENCE
SAWCUT LINE
PROPERTY LINE
ELECTRIC, TELEPHONE, CABLE
LINE
UNDERGROUND
INFILTRATION OUTLINE
B2
SIGN
BITUMINOUS BERM
CONCRETE CURB
HEAVY DUTY ASPHALT
PAVEMENT
HEADWALL
ACCESSIBLE PARKING SPACE
SYMBOLS
MEASURED
MECHANICAL/ELECTRICAL/ PLUMBING
ENGINEER
NOW OR FORMERLY
OVERHEAD WIRE
POLYETHYLENE
PROPERTY LINE
PROPOSED
POLYVINYL CHLORIDE
RADIUS
REMOVE AND DISPOSE
REINFORCED CONCRETE PIPE
ROOF LEADER
RIGHT-OF-WAY
SLOPE
SUBDRAIN
SEDIMENT FOREBAY
SQUARE FOOT
STATE FREEWAY LINE
SEWER FORCE MAIN
SLAB ON GRADE ELEVATION
STATE HIGHWAY LINE
SEWER MANHOLE
SAND FILTER
SIDE SLOPE
STATION
TOP OF CURB
TRENCH DRAIN
TOP OF FOUNDATION
TRANSITION
TOP OF WALL (FINISHED
GRADE AT TOP OF WALL)
TYPICAL
UNDERGROUND
DETENTION SYSTEM
UNDERGROUND
INFILTRATION SYSTEM
UTILITY POLE
WALKOUT ELEVATION
WATER QUALITY
(M)
MEP
N/F
OHW
PE
PR
PVC
R
R&D
RCP
RL
ROW
S
SD
SED
SF
SFL
SFM
SG
SHL
SMH
SNDF
SS
STA
TC
TD
TF
TRANS
TW
TYP
UDS
UIS
UP
WO
WQ
⅊
ZONE X
ZONE X
HkC
CaD DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESOSWHYDDEMOLITION NOTES:
1.CONTRACTOR MUST NOTIFY "DIG SAFE" AT 811 (OR 1-888-344-7233) A MINIMUM OF 48 HOURS
BEFORE EXCAVATING.
2.CONTRACTOR MUST OBTAIN ALL FEDERAL, STATE, AND MUNICIPAL APPROVALS PRIOR TO THE
START OF CONSTRUCTION.
3.CONTRACTOR MUST PERFORM DAILY SWEEPING AT CONSTRUCTION ENTRANCE DURING DEMOLITION
AND CONSTRUCTION TO MINIMIZE SEDIMENTS ON EXTERNAL STREETS.
4.ANY EXISTING BUILDING(S) AND PROPERTY PROPOSED TO REMAIN THAT ARE DAMAGED BY THE
CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
5.CONTRACTOR IS RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING (R&D) ALL MATERIALS
INDICATED ON THE PLANS UNLESS SPECIFIED OTHERWISE HERE IN. R&D MATERIALS MUST INCLUDE
BUT ARE NOT LIMITED TO PAVEMENT, GRAVEL, CATCH BASINS, MANHOLES,
GRATES/FRAMES/COVERS, AND ANY EXCESS SOIL THAT IS NOT INCORPORATED INTO THE WORK.
6.IN ADDITION TO THOSE AREAS SPECIFICALLY DESIGNATED ON THE PLANS, ALL DISTURBED AREAS,
INCLUDING THE CONTRACTOR'S STOCKPILE AND STAGING AREAS WITHIN THE LIMIT OF WORK,
MUST BE RESTORED TO MATCH THE DESIGN PLANS.
7.CONTRACTOR MUST DOCUMENT LOCATION OF ALL SUBSURFACE UTILITIES REMAINING IN PLACE
AFTER DEMOLITION (ACTIVE AND INACTIVE/ABANDONED). LOCATION MUST BE DOCUMENTED BY
FIELD SURVEY OR SWING TIES. COPIES OF LOCATION DOCUMENTATION MUST BE PROVIDED TO THE
OWNER FOLLOWING COMPLETION OF DEMOLITION AND PRIOR TO START OF NEW CONSTRUCTION. A
MARKER MUST BE INSTALLED TO FINISH GROUND AT ALL INSTALLED CAPS/PLUGS. THE MARKER
CAN BE A POST IN CONSTRUCTION AREAS OR PAINTED ON A PERMANENT SURFACE.
8.ACTIVE UTILITY LINES AND STRUCTURES NOT SPECIFICALLY NOTED ON PLANS, BUT WHICH ARE
ENCOUNTERED TO BE IN CONFLICT WITH THE PROPOSED WORK, MUST BE EXTENDED, PROTECTED,
OR REWORKED BY THE CONTRACTOR AS DIRECTED OR REQUIRED BY THE UTILITY ENTITY OR
OWNER UNLESS OTHERWISE NOTED.
9.CONTRACTOR MUST COORDINATE THE CUTTING AND CAPPING OF ALL UTILITIES WITH THE OWNER,
THE MUNICIPALITY, AND ALL APPLICABLE UTILITY ENTITIES HAVING JURISDICTION.
10.INACTIVE SUBSURFACE UTILITIES NOT IN CONFLICT WITH THE PROPOSED WORK AREA MAY BE
ABANDONED IN PLACE WITH WRITTEN PERMISSION FROM THE OWNER.
GENERAL NOTES:
1.THE SITE IS LOCATED ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 308 LOT 17.
2.THE SITE IS APPROXIMATELY 1.49 ACRES AND IS ZONED DV.
3.THE OWNER OF MAP 308 LOT 17 IS:
268 STEVENS STREET LLC
460 YARMOUTH ROAD
HYANNIS, MA 02601
4.THIS SITE IS LOCATED IN FEMA FLOOD ZONES X. REFERENCE FEMA FLOOD INSURANCE RATE MAP
2500IC0568J, MAP REVISED MONTH JULY 16, 2014. (FLOOD PLAIN DESCRIPTIONS SHOWN BELOW)
·ZONE X (UNSHADED) - THIS SITE IS LOCATED IN FEMA FLOOD ZONE X, WHICH ARE AREAS
WHERE THERE IS MINIMAL FLOODING.
5.THE BOUNDARY LINE AS SHOWN ON THE ENGINEERING PLAN SET DEPICTS THE RESULTS OF A
BOUNDARY RETRACEMENT SURVEY AS PERFORMED BY DIPRETE ENGINEERING. THIS PLAN IS NOT TO
BE CONSTRUED AS A BOUNDARY RETRACEMENT SURVEY PLAN AND IS NOT SUITABLE FOR
RECORDING AS A SURVEY PLAN IN CONFORMANCE WITH THE RULES AND REGULATIONS AS STATED
IN CMR 250 SECTION 6.00.
6.ALL WORK PERFORMED HEREIN IS TO BE GOVERNED BY CURRENT EDITIONS OF THE MASSDOT
HIGHWAY DIVISION CONSTRUCTION STANDARD DETAILS, TOWN OF BARNSTABLE. STANDARD
SPECIFICATIONS AND DETAILS AND SPECIFICATIONS INCLUDED AS PART OF THE DRAWINGS. IN
AREAS OF CONFLICT BETWEEN THE DIFFERENT SPECIFICATIONS, THE DESIGN PLANS AND PROJECT
SPECIFICATIONS WILL TAKE PRECEDENCE OVER THE GENERAL SPECIFICATIONS AND THE CEOR WILL
INTERPRET THE CONSTRUCTION REQUIREMENT. THE CONTRACTOR IS ADVISED TO SUBMIT A
REQUEST FOR INFORMATION (RFI) FOR ANY AREAS OF CONFLICT BEFORE COMMITTING TO
CONSTRUCTION.
7.THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE PROJECT PLANS AND THE
CONTRACTOR/OWNER MUST MAINTAIN THESE DOCUMENTS AS PART OF A FULL PLAN SET:
·STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP CONTAINS THE
FOLLOWING:
··EROSION CONTROL MEASURES
··SHORT TERM MAINTENANCE
··ESTABLISHMENT OF VEGETATIVE COVER
··CONSTRUCTION POLLUTION PREVENTION
··SEQUENCE OF CONSTRUCTION
·OPERATION AND MAINTENANCE PLAN (O&M). THE O&M CONTAINS:
··LONG TERM MAINTENANCE
··LONG TERM POLLUTION PREVENTION
9.THIS PLAN SET REFERENCES MASSDOT HIGHWAY DIVISION STANDARD DETAILS (DESIGNATED AS
MASSDOT STD XXX.X.X). MASSDOT STANDARD DETAILS ARE AVAILABLE FROM MASSDOT AND ONLINE
AT HTTPS://WWW.MASS.GOV/LISTS/CONSTRUCTION-DETAILS
10.THE SITE IS TO BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER..
11.THE DRAINAGE SYSTEM IS DESIGNED TO MEET THE TOWN OF BARNSTABLE SUBDIVISION AND LAND
DEVELOPMENT REGULATIONS WITH THE USE OF YARD DRAINS, LEACHING CATCH BASINS, POROUS
PRECAST CONCRETE PAVEMENT (STORMCRETE), AND AN UNDERGROUND INFILTRATION SYSTEM.
THE STORMWATER MANAGEMENT SYSTEM MEETS THE MassDEP BEST MANAGEMENT PRACTICES.
12.THE SITE IS PROPOSED TO BE BUILT IN 1 PHASE.
13.SOIL EVALUATIONS, WERE COMPLETED BY DIPRETE ENGINEERING ON JULY 22, 2023.
14.NO WETLANDS ARE PRESENT ON SITE. THERE IS AN OFFSITE STREAM TO THE EAST OF THE SITE
SHOWN PER PLANS OF RECORD AND FIELD INVESTIGATION PERFORMED BY DIPRETE ENGINEERING.
15.ANY PROPRIETARY PRODUCTS REFERENCED IN THIS PLAN SET ARE REPRESENTATIVE OF THE
MINIMUM DESIGN REQUIREMENTS FOR THE PURPOSE THEY PROPOSE TO SERVE. ALTERNATIVES TO
ANY PROPRIETARY PRODUCT MAY BE SUBMITTED TO THE CEOR FOR CONSIDERATION, WHICH MUST
BE ACCOMPANIED BY APPROPRIATE SPECIFICATION SHEETS/DESIGN CALCULATIONS THAT
DEMONSTRATE THE ALTERNATIVE(S) MEET THE MINIMUM DESIGN PARAMETERS OF THE PRODUCT
SHOWN ON THE PLANS. NO ALTERNATIVES MAY BE USED WITHOUT THE WRITTEN APPROVAL OF
THE ENGINEER OF RECORD.
16.THIS PLAN SET MAY REFERENCE AND/OR INCLUDE REPRODUCTIONS OF PROPRIETARY PRODUCTS/
DETAILS BY OTHERS, AND/OR THEIR ASSOCIATED SPECIFICATIONS. ANY REFERENCED OR
REPRODUCED PROPRIETARY PRODUCT OR DETAIL BY OTHERS THAT IS SHOWN ON CEOR PLANS IS
STRICTLY FOR INFORMATION/SPECIFICATION PURPOSES ONLY. DIPRETE ENGINEERING DOES NOT
WARRANT ANY PROPRIETARY PRODUCTS, DETAILS BY OTHERS OR THEIR RESPECTIVE DESIGNS. IF A
DIPRETE ENGINEERING PLAN INCLUDES A PROPRIETARY PRODUCT/DETAIL BY OTHERS (EITHER
EXPLICITLY OR IMPLIED) AND IS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER AND/OR
REGISTERED LANDSCAPE ARCHITECT OF DIPRETE ENGINEERING, SAID STAMP DOES NOT EXTEND TO
ANY PORTION OF THE PROPRIETARY PRODUCT/DETAIL BY OTHERS OR ITS DESIGN.
LAYOUT AND MATERIALS:
1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE
OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2.CURBING WITHIN THE PUBLIC RIGHT OF WAY MUST BE VERTICAL GRANITE CURBING (VCG) MEETING
VA4 STANDARD. ALL CURBING WITHIN THE PROPERTY MUST BE MONOLITHIC AND PRECAST
CONCRETE, OR AS LABELED ON THE PLANS.
3.SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY MUST BE BITUMINOUS CONCRETE. SIDEWALKS
WITHIN THE SITE MUST BE CONCRETE, OR AS LABELED ON THE PLANS.
4.ALL DRAINAGE AND SEWER STRUCTURES LOCATED IN PAVEMENT TO MEET H-20 TRAFFIC LOADING
REQUIREMENTS.
5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET ALL SIGNAGE AND PAVEMENT MARKING
REQUIREMENTS OF THE MUTCD AND AUTHORITIES HAVING JURISDICTION, REGARDLESS OF ITEMS
SHOWN (OR NOT SHOWN) ON THIS PLAN SET. THIS INCLUDES (BUT MAY NOT BE LIMITED TO) SIGN
TYPE, NUMBER OF SIGNS, POLE/ MOUNTING TYPE, PAVEMENT MARKING LOCATIONS/ TYPE/ WIDTH,
MATERIALS, INSTALLATION METHODS, AND ANY ADDITIONAL SIGNS AND/OR MARKINGS THAT MAY BE
REQUIRED. THE CONTRACTOR MUST NOTIFY DESIGN ENGINEER OF ANY MODIFICATIONS OR
DISCREPANCIES PRIOR TO ORDERING OR INSTALLING SIGNAGE/ PAVEMENT MARKINGS.
6.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR MUST REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE,
SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
7.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS PERTAINING TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. .
8.CONTROL POINTS, PROPOSED BOUNDS, AND ANY EXISTING PROPERTY LINE MONUMENTATION
DISTURBED DURING CONSTRUCTION MUST BE SET OR RESET BY A PROFESSIONAL LICENSED
SURVEYOR.
9.CONTRACTOR MUST NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE CEOR. CONTRACTOR MUST VERIFY LOCATION OF
PROJECT FEATURES IN ACCORDANCE WITH THE STAMPED PAPER COPIES OF THE PLANS AND
SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
10.ALL GUARDRAIL ONSITE MUST BE STEEL BACKED TIMBER GUARDRAIL WITH STEEL POSTS, IN
CONFORMANCE WITH SECTION 5.4.1.7 OF THE AASHTO ROADSIDE DESIGN GUIDE. ALTERNATIVE
GUARDRAILS WILL BE CONSIDERED BY THE CEOR IF THEY ARE DOT APPROVED EQUAL AND
ACCEPTABLE TO THE OWNER. ALTERNATIVES MUST BE APPROVED IN WRITING BY THE OWNER AND
DESIGN ENGINEER PRIOR TO CONSTRUCTION. GUARDRAIL IS REQUIRED AT ALL ROADWAYS/PARKING
LOTS/PAVED TRAFFIC AREAS ADJACENT TO SLOPES WITH A HEIGHT GREATER THAN SIX FEET AT A
3:1 SLOPE, AND ALL SLOPES WITH A HEIGHT GREATER THAN THREE FEET AT A 2:1 SLOPE, AND ALL
RETAINING WALLS GREATER THAN TWO FEET IN HEIGHT. THE CONTRACTOR IS RESPONSIBLE TO
MEET ANY AND ALL GUARDRAIL PROVISIONS THAT MAY BE REQUIRED BY THE AHJ.
11.INFRARED TREATMENT OF PAVEMENT IS REQUIRED AT ALL CURB CUTS, ANY DISTURBED PAVEMENT
ON ROADWAYS AND WHERE ANY NEW PAVEMENT MEETS EXISTING PAVEMENT.
12.ALL EXISTING PAVEMENT MARKING REMOVED AS INCIDENTAL DURING CONSTRUCTION MUST BE
REPLACED IN-KIND FOLLOWING COMPLETION OF CONSTRUCTION UNLESS OTHERWISE NOTED.
13.PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MASSACHUSETTS
DOT STANDARD SPECIFICATIONS.
AS-BUILT NOTES:
ALL COMPONENTS OF THE DRAINAGE, SEWER, AND WATER SYSTEMS MUST BE MUST BE FIELD LOCATED
PRIOR TO COVERING. NOTIFY SURVEYOR A MINIMUM OF SEVENTY-TWO (72) HOURS IN ADVANCE OF NEED
FOR FIELD LOCATION OF IMPROVEMENTS. SURVEYOR MUST PROVIDE OWNER AND CONTRACTOR WITH
WRITTEN NOTICE OF COMPLETION OF FIELD WORK PRIOR TO CONTRACTOR COVERING IMPROVEMENTS.
OWNER/DIPRETE ENGINEERING WILL NOT ACCEPT FIELD MEASUREMENTS FROM THE SITE CONTRACTOR.
TRAFFIC NOTES:
1.ALL TRAFFIC CONTROL MUST CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION.
2.DURING CONSTRUCTION, TRAFFIC CONES MUST BE USED FOR SEPARATION OF ACTIVE TRAFFIC FROM
WORK ZONE PER MUTCD REQUIREMENTS.
3.DURING CONSTRUCTION FLAGGERS MUST BE EMPLOYED TO ENSURE SAFETY FOR INTERACTION OF
CONSTRUCTION VEHICLES AND ACTIVE TRAFFIC.
4.ALL SIGNS, FLAGGERS, TRAFFIC CONTROL DEVICES, AND TEMPORARY TRAFFIC ZONE ACTIVITIES
MUST MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC (MUTCD) LATEST EDITION
AND SUBSEQUENT ADDENDA.
5.TEMPORARY CONSTRUCTION SIGNS MUST BE MOUNTED ON MASSDOT APPROVED SUPPORTS AND
MUST BE REMOVED OR COVERED WHEN NOT APPLICABLE.
6.ALL PROPOSED TRAFFIC MANAGEMENT PLANS (TMPs) MUST BE REVIEWED AND APPROVED BY THE
TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS, TOWN OF BARNSTABLE POLICE
DEPARTMENT, AND HYANNIS FIRE DEPARTMENT PRIOR TO IMPLEMENTATION.
SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL ON SITE WHICH
MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS
AND AUTHORITY HAVING JURISDICTION. THE CONTRACTOR IS TO NOTIFY THE CEOR, THE DIRECTOR
OF PUBLIC WORKS, THE TOWN ENGINEER, AND THE CONSERVATION COMMISSION AT LEAST 48
HOURS PRIOR TO THE START OF CONSTRUCTION.
2.ALL EROSION CONTROL INCLUDING (BUT NOT LIMITED TO) TEMPORARY SWALES, TEMPORARY
SEDIMENT TRAPS, ETC. MUST BE INSTALLED PER THE LATEST EDITION OF THE MASSACHUSETTS
EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS (MESCG) AND THE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP). NOTE THE SOIL EROSION AND SEDIMENT
CONTROL SHOWN ON THESE PLANS ARE THE MINIMUM QUANTITY/TYPE OF EROSION CONTROL
DEVICES AND MATERIALS DEEMED REQUIRED BY THE CEOR TO MEET THE OBJECTIVES OF THE
MESCG, BUT IS CONSIDERED A GUIDE ONLY. ADDITIONAL MEASURES/ALTERNATE CONFIGURATIONS
MAY BE REQUIRED IN ORDER TO MEET THE MESCG BASED ON FACTORS INCLUDING (BUT NOT
LIMITED TO) SITE PARAMETERS, WEATHER, INSPECTIONS AND UNIQUE FEATURES. THE SWPPP WILL
CONTINUE TO EVOLVE THROUGHOUT CONSTRUCTION/PHASES. PURSUANT TO NOTE 1 ABOVE, SWPPP
REMAINS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE SITE IS FULLY STABILIZED AND/OR
SWPPP RESPONSIBILITIES ARE ASSUMED BY THE OWNER IN WRITING.
3.TEMPORARY SWALES MUST BE USED TO CONTROL RUNOFF DURING CONSTRUCTION OF THE
PROPOSED SITE WORK. TEMPORARY SWALES MUST BE VEGETATED AFTER CONSTRUCTION. EROSION
CONTROL MATS MUST BE INSTALLED, IF NECESSARY, TO PREVENT EROSION AND SUPPORT
VEGETATION. AFTER CONSTRUCTION IS COMPLETE AND TRIBUTARY AREAS TO THE SWALES HAVE
BEEN STABILIZED, THE TEMPORARY SWALES MUST BE CLEARED AND FINAL DESIGN, INCLUDING
INSTALLATION OF THE GRASS SWALES, TO BE PER THE DESIGN PLANS.
4.ONCE THE SEDIMENT TRAP IS NO LONGER REQUIRED AND ALL TRIBUTARY AREAS HAVE BEEN
STABILIZED, THE TEMPORARY SEDIMENT TRAP MUST BE CLEANED AND BROUGHT TO FINAL DESIGN
GRADES.
5.INLET PROTECTION MUST BE INSTALLED ON ALL CATCH BASINS ONCE CONSTRUCTED.
6.FOR SEQUENCE OF CONSTRUCTION, PROJECT PHASING AND CONSTRUCTION PHASING, SEE SWPPP
PLAN.
7.CONTRACTOR MAY MODIFY SEQUENCE OF CONSTRUCTION WITH APPROVAL FROM THE CEOR AND
OWNER.
8.IF CONCRETE TRUCKS ARE WASHED OUT ON SITE, ALL WASHOUT MUST BE PERFORMED IN THE
DESIGNATED CONCRETE WASHOUT AREA.
SWALE
GRADING, DRAINAGE, AND UTILITY NOTES:
1.CONSTRUCTION TO COMMENCE SPRING 2024 OR UPON RECEIPT OF ALL NECESSARY APPROVALS.
2.THE CONTRACTOR MUST COORDINATE WITH ALL OF THE APPROPRIATE UTILITY COMPANIES FOR
AGREEMENTS TO SERVICE THE PROPOSED BUILDING. THIS MUST BE DONE PRIOR TO CONSTRUCTION.
NO REPRESENTATIONS ARE MADE BY DIPRETE ENGINEERING THAT UTILITY SERVICE IS AVAILABLE.
3.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINISH GRADING AND DRAINAGE AROUND THE
BUILDING TO ENSURE SURFACE WATER AND/OR GROUNDWATER ARE DIRECTED AWAY FROM THE
STRUCTURE.
4.PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY EXISTING PAVEMENT ELEVATIONS
AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED
FACILITIES. CONTRACTOR MUST NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
5.ALL PROPOSED UNDERGROUND UTILITIES SERVING THE SITE AND BUILDINGS MUST BE COORDINATED
WITH OWNER, ARCHITECT, AND ENGINEER PRIOR TO INSTALLATION.
6.ALL RETAINING WALLS AND STEEP SLOPES ARE SUBJECT TO FINAL STRUCTURAL DESIGN. DIPRETE
ENGINEERING IS NOT PROVIDING THE STRUCTURAL DESIGN OF THESE ITEMS. ALL WALLS AND
STEEP SLOPES MUST BE DESIGNED AND BUILT UNDER THE DIRECTION OF A MASSACHUSETTS
LICENSED PROFESSIONAL ENGINEER SUITABLY QUALIFIED IN GEOTECHNICAL ENGINEERING AND
CERTIFIED TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT. SHOP DRAWINGS MUST
BE SUBMITTED PRIOR TO CONSTRUCTION. FINAL STRUCTURAL DESIGN MUST INCORPORATE THE
INTENT OF THE GRADING SHOWN ON THESE PLANS AND ALL WORK MUST BE WITHIN THE LIMIT OF
DISTURBANCE SHOWN ON THE PLANS.
7.ALL CUT AND FILL WORK MUST BE DONE UNDER THE DIRECTION OF A PROFESSIONAL
GEOTECHNICAL ENGINEER, WITH TESTING AND CERTIFICATION PROVIDED TO THE APPLICANT AT
THE COMPLETION OF THE PROJECT. DIPRETE ENGINEERING IS NOT PROVIDING THE FILL
SPECIFICATION, GEOTECHNICAL ENGINEERING, STRUCTURAL ENGINEERING SERVICES, OR
SUPERVISION AS PART OF THESE DRAWINGS.
8.MATERIAL STOCKPILES MUST NOT BE LOCATED IN THE RIGHT-OF-WAY, AND TRENCHES MUST NOT
BE LEFT OPEN OVERNIGHT.
9.ALL LOAM IN DISTURBED AREAS MUST BE STOCKPILED FOR FUTURE USE.
10.ALL EXCESS SOIL, TREES, ROCKS, BOULDERS, AND OTHER REFUSE, MUST BE DISCARDED OFF SITE IN
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. STUMPS MUST BE GROUND ON
SITE OR REMOVED.
11.THE SITE WILL HAVE 6" CONCRETE CURBING. THE CURBING WITHIN THE PUBLIC RIGHT OF WAY
MUST BE VERTICAL GRANITE CURBING (VGC) MEETING OR EXCEEDING VA4 STANDARD. SITE
GRADING/CONTOURS SHOWN ON THE PLANS DO NOT NECESSARILY REFLECT THE APPROPRIATE
CURBING REVEAL. CONTRACTOR MUST INSTALL CURBING WITH APPROPRIATE REVEAL UNLESS
OTHERWISE NOTED.
12.NO STUMP DUMPS ARE ALLOWED ON SITE.
13.ALL DRAINAGE OUTFALLS ARE DESIGNED TO BE INSTALLED AT EXISTING GROUND ELEVATION.
CONTRACTOR MUST IMMEDIATELY NOTIFY THE CEOR OF ANY DISCREPANCIES WHERE EXISTING
GROUND IS HIGHER THAN OUTFALL DESIGN ELEVATION. ANY RESOLUTION OF DISCREPANCIES BY
THE CONTRACTOR, UNLESS AUTHORIZED IN WRITING IN ADVANCE BY THE OWNER AND THE CEOR, IS
DONE AT THE CONTRACTOR'S RISK.
14.CONTRACTOR MUST PROVIDE SAW CUTTING AND FULL DEPTH PAVEMENT RESTORATION IN AREAS
WHERE PAVEMENT AND/OR SIDEWALK IS REMOVED FOR UTILITY INSTALLATION.
15.IF ROADWAY SURFACE PAVEMENT COURSE IS NOT TO BE INSTALLED FOR 12 MONTHS OR MORE
AFTER INSTALLATION OF DRAINAGE STRUCTURES, ALL CATCH BASIN RIMS MUST BE SET AT BINDER
GRADE AND RAISED TO FINAL PAVEMENT GRADE PRIOR TO PLACEMENT OF SURFACE COURSE.
16.ALL RESIDENTIAL BUILDING SLABS (BASEMENT AND/OR SLAB ON GRADE), REGARDLESS OF FINISH
FLOOR ELEVATIONS SHOWN ON PLANS, MUST HAVE A MINIMUM OF 12" OF SEPARATION TO THE
SEASONAL HIGH GROUNDWATER TABLE.
17.CONTRACTOR MUST HOLD/ SUPPORT/ RESTORE ALL EXISTING UTILITY COMPONENTS INCLUDING
(BUT NOT LIMITED TO) POLES, MAST ARMS AND ABOVEGROUND OBJECTS AS NECESSARY DURING
THE PROPOSED WORKS AND ELECTRICAL INSTALLATION. CONTRACTOR MUST COORDINATE SAID
WORKS WITH ALL ASSOCIATED UTILITY OWNERS ACCORDINGLY. ANY EXISTING ITEMS DAMAGED OR
REMOVED AS INCIDENTAL DURING UTILITY CONNECTION/ ELECTRICAL INSTALLATION INCLUDING
(BUT NOT LIMITED TO) CURB IN THE ROW MUST BE REPLACED IN KIND FOLLOWING COMPLETION OF
WORKS.
STATE HIGHWAY LINE
STATE FREEWAY LINE
BUILDING INGRESS/EGRESS
AMERICANS WITH DISABILITIES ACT (ADA) NOTES:
1.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES" (ADAAG) BY THE US DEPARTMENT OF JUSTICE (CURRENT EDITION).
2.MAXIMUM RUNNING SLOPE ALONG ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 4.5% (0.045
FT/FT), AND MAXIMUM CROSS SLOPE ACROSS ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 1.5%
(0.015 FT/FT).
3.ADA PARKING SPACES AND LOADING AREAS: THE STEEPEST SLOPE OF THE SPACE, MEASURED IN
ANY DIRECTION (INCLUDING DIAGONALLY), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT).
THE CEOR GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH
RUNNING AND CROSS SLOPES IN ORDER TO COMPLY.
4.A MINIMUM 5'X5' LANDING MUST BE PROVIDED IN FRONT OF ALL PUBLICLY ACCESSIBLE BUILDING
ENTRANCES/ EGRESSES. THE STEEPEST SLOPE OF THE LANDING, MEASURED IN ANY DIRECTION
(INCLUDING DIAGONALLY), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). THE CEOR
GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND
CROSS SLOPES IN ORDER TO COMPLY.
5.FOR EVERY 6 (OR FRACTION OF 6) ADA PARKING SPACES, AT LEAST ONE MUST BE A VAN PARKING
SPACE. FOR EXAMPLE, IF 7 ADA PARKING SPACES ARE REQUIRED, A MINIMUM OF 2 MUST BE VAN
SPACES.
6.NOTWITHSTANDING THE NOTES LISTED ABOVE, TOWN OR STATE-SPECIFIC STANDARDS MAY BE
MORE STRINGENT AND OVERRULE. IT IS THE RESPONSIBILITY OF THE USER OF THIS PLAN SET TO
MAINTAIN COMPLIANCE WITH THE CONTROLLING STANDARD.
7.NOTE THAT THE GRADING/PLAN VIEWS AND DETAILS CONTAINED WITHIN THIS PLAN SET MAY NOT
SHOW THE DETAIL NECESSARY TO CONSTRUCT WALKWAYS, RAMPS AND SPACES TO COMPLY WITH
THE ABOVE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE LEVEL OF CARE
NECESSARY TO BE CERTAIN THAT THE CONSTRUCTED PRODUCT MEETS ADA/CONTROLLING
STANDARDS. IN THE EVENT OF ANY NON COMPLIANCE THE CONTRACTOR MUST NOTIFY THE CEOR
BEFORE CONSTRUCTION FOR ADVICE IN FINDING A RESOLUTION.
SLOPES STEEPER THAN 3:1 (2:1
OR 1:1 SLOPES)
REDEVELOPMENT NOTES:
1.ALL EXISTING MANHOLE COVERS, GRATES, VALVE BOXES, SHUT-OFFS, AND HAND HOLES, TO
REMAIN, WITHIN THE LIMIT OF WORK MUST BE RESET TO FINISHED GRADE.
2.THE CONTRACTOR MUST PROTECT AND MAINTAIN ALL BUILDINGS TO REMAIN AND ALL ACTIVE
UTILITIES THAT SERVICE THE BUILDINGS TO REMAIN. REFER TO ARCHITECTURAL PLANS FOR
BUILDING DEMOLITION INFORMATION.
3.ALL UTILITY STRUCTURES INDICATED TO BE ABANDONED MUST BE CUT TO FOUR FEET BELOW
FINISH GRADE ELEVATION, INLETS AND OUTLETS PLUGGED WITH MORTAR, AND SEALED WITH
CONCRETE, UNLESS OTHERWISE NOTED.
4.WHEN ABANDONING INACTIVE UTILITY PIPES NEAR THE PROPERTY LINE, THE CONTRACTOR MUST
CAP OR PLUG IN PLACE AT THE PROPERTY LINE. WHEN REMOVING AND DISPOSING OF A PORTION OF
EXISTING PIPE, THE CONTRACTOR MUST CAP OR PLUG BOTH ENDS REMAINING IN PLACE.
5.CONTRACTOR MUST DOCUMENT LOCATION OF ALL SUBSURFACE UTILITIES REMAINING IN PLACE
AFTER DEMOLITION (ACTIVE AND INACTIVE/ABANDONED). LOCATION CAN BE DOCUMENTED BY
FIELD SURVEY OR SWING TIES. COPIES OF LOCATION DOCUMENTATION MUST BE PROVIDED TO THE
OWNER. WHERE POSSIBLE
6.NO GUARANTEE IS MADE THAT THE EXISTING UTILITY SERVICE CONNECTION(S) ARE SUITABLE FOR
REUSE. EXISTING UTILITY SERVICE CONNECTIONS WERE NOT FIELD VERIFIED FOR SIZE, MATERIAL,
EXACT LOCATION, OR INSPECTED FOR SUITABILITY FOR REUSE. CONTRACTOR MUST EVALUATE THE
SIZE, MATERIAL, LOCATION, AND SUITABILITY FOR REUSE, AND IMMEDIATELY PROVIDE WRITTEN
DOCUMENTATION OF CONDITIONS TO THE OWNER/DIPRETE ENGINEERING.
GROUNDWATER OVERLAYGWO
GROUNDWATER RECHARGE AREAGWRA
GROUNDWATER RESERVOIRGWR
25' WETLAND BUFFER
100' BUFFER ZONE
200' RIVERFRONT AREA
DRAINAGE
ALL DRAINAGE PIPING MUST BE HIGH-DENSITY POLYETHYLENE (HDPE), OR EQUAL, WITH WATERTIGHT
JOINTS WHERE INSTALLED WITHIN THE SEASONAL HIGH GROUNDWATER, UNLESS NOTED OTHERWISE ON
THE PLANS OR IN THE SPECIFICATIONS ALL DRAINAGE STRUCTURES MUST BE WATERTIGHT.
DRAINAGE STRUCTURES MUST BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS):
·CATCH BASINS (CB): MASSDOT STD. 201.4.0 OR APPROVED EQUAL
·FLAT TOP CATCH BASINS (CB FLAT TOP): SCITUATE COMPANIES 4' DIA CATCH BASIN SRP-CB4
(ALTERNATE FLAT TOP AASHTO HS-20), 4' DIA LOW PROFILE FLAT TOP SRP-DFT4 OR APPROVED
EQUAL. SEE PLANS FOR ALTERNATE STRUCTURE DIAMETERS WHERE REQUIRED.
·CATCH BASIN FRAMES: MASSDOT STD. 201.6.0 OR APPROVED EQUAL
·DRAINAGE MANHOLES (DMH): MASSDOT STD. 202.4.0 OR APPROVED EQUAL
·DRAINAGE MANHOLE FRAMES AND COVERS: MASSDOT STD. 202.6.0 OR APPROVED EQUAL
·NYLOPLAST DRAIN BASIN (DB) WITH CAP STYLE REDUCER 12"x12" SQUARE GRATE OR APPROVED
EQUAL
·ALL MANHOLES MUST SUPPORT AASHTO HS20-44 LOADING.
·FOR ALL OTHER DRAINAGE STRUCTURES: IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE
THE APPROPRIATE STRUCTURE TOP REQUIRED (E.G. CONE TOP, FLAT TOP ETC) TO MEET THE
DESIGN PARAMETERS AS SHOWN ON THESE PLANS, INCLUDING (BUT NOT LIMITED TO) THE
RELATIONSHIP BETWEEN FINISH SURFACE ELEVATION/ DEPTH TO PIPE INVERTS AND MEETING
MANUFACTURER/ AHJ REQUIREMENTS & SPECIFICATIONS.
DRAINAGE CONNECTIONS FROM ALL YARD DRAINS (YD), AND DOWNSPOUTS (DS) ARE SHOWN FOR
SCHEMATIC PURPOSES ONLY. THE LEVEL OF DETAIL SHOWN DOES NOT INCLUDE ALL JOINTS THAT MAY
BE REQUIRED FOR CONSTRUCTION. ALL FITTINGS AND PIPE SLOPES TO TIE INTO MAIN TRUNK LINE
MUST BE FIELD FIT BY CONTRACTOR.
SANITARY SEWER
ALL SANITARY SEWER PIPING TO BE SDR 35 UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE
SPECIFICATIONS. ALL SEWER IMPROVEMENTS MUST COMPLY WITH THE TOWN OF BARNSTABLE WATER &
SEWER AUTHORITY, MWRA AND ANY APPLICABLE AUTHORITY HAVING JURISDICTION, INCLUDING (BUT
NOT LIMITED TO) MATERIALS, DIMENSIONS AND ACCESS COVERS. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS FOR APPROVAL BY ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL FITTINGS,
STRUCTURE SEALS AND CONNECTIONS MUST BE WATERTIGHT.
WATER
ALL WATER LINES MUST BE CEMENT LINED DUCTILE IRON PIPE (CLDIP). ALL WATER MAIN
IMPROVEMENTS MUST COMPLY WITH THE TOWN OF BARNSTABLE WATER & SEWER AUTHORITY AND ANY
APPLICABLE AUTHORITY HAVING JURISDICTION, INCLUDING (BUT NOT LIMITED TO) MATERIALS,
DIMENSIONS AND ACCESS COVERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SUBMITTALS TO THE
ENGINEER OF RECORD FOR APPROVAL FOR ALL WATER IMPROVEMENTS AND APPURTENANCES INCLUDING
BUT NOT LIMITED TO PIPES, VALVES, FITTINGS, HEAT ENCLOSURES, AND BACKFLOWS.
IN THE CASE OF ANY NEW HYDRANT INSTALLED IN OR NEXT TO AN EXISTING SIDEWALK, THE
CONTRACTOR MUST INCREASE THE WIDTH OF THE SIDEWALK, AS NECESSARY, TO MAINTAIN A MINIMUM
OF 3'-0" CLEAR WIDTH FROM THE OUTERMOST COMPONENTS OF THE HYDRANT TO THE EDGE OF THE
SIDEWALK. THE 3'-0" SIDEWALK WIDTH IS REQUIRED ONLY ON ONE SIDE OF THE HYDRANT TO PROVIDE A
CLEAR PATH ON THE SIDEWALK.
ELECTRIC/TELECOM/GAS
PROPOSED GAS, ELECTRIC, CABLE AND DATA UTILITIES ARE SHOWN SCHEMATICALLY AND ARE
PROPOSED TO BE UNDERGROUND. OWNER AND CONTRACTOR MUST COORDINATE FINAL DESIGN WITH
APPROPRIATE UTILITY COMPANIES. ALL WORK MUST BE IN ACCORDANCE WITH EACH UTILITY COMPANY'S
STANDARDS AND DETAILS, AS WELL AS LOCAL AND FEDERAL REGULATIONS. THIS INCLUDES BUT IS NOT
LIMITED TO POLES, TRANSFORMERS, PULL BOXES, CONCRETE PADS, CONCRETE ENCASEMENTS AND
CONDUITS. CONNECTION POINTS FOR ELECTRIC AND TELECOM UTILITIES, AT THE EXISTING
INFRASTRUCTURE, ARE CURRENTLY SHOWN AS UNDERGROUND UTILITIES. THESE UTILITIES MAY BE
UNDERGROUND OR OVERHEAD AND MUST BE COORDINATED WITH NATIONAL GRID/APPROPRIATE UTILITY
AUTHORITY PRIOR TO CONSTRUCTION.
SITE LIGHTING
SITE LIGHTING (TEMPORARY AND PERMANENT) MUST BE DIRECTED AWAY FROM AND SHIELDED FROM
ENVIRONMENTALLY SENSITIVE AREAS AND ABUTTING LANDS. EXACT LOCATIONS OF LIGHT POLE MUST
BE COORDINATED WITH OTHER UTILITIES AND MUST BE LOCATED WITHIN THE STREET RIGHTS OF WAY.
FINAL LIGHTING AND CONDUIT LOCATIONS BY OTHERS.
MASSDOT NOTES:
1.ALL WORK TO BE DONE WITHIN THE STATE RIGHT OF WAY MUST CONFORM TO THE
MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES
LATEST REVISION. STANDARD DETAILS FOR THIS WORK ARE THE MASSDOT HIGHWAY DIVISION
CONSTRUCTION STANDARD DETAILS LATEST EDITION.
2.ALL TRAFFIC CONTROL MUST CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, INCLUDING ALL
REVISIONS.
3.LANE OR SHOULDER CLOSURES MUST NOT BE PERFORMED WITHIN THE STATE ROW DURING PEAK
TRAFFIC HOURS.
4.SEWER AND WATER CONNECTIONS WITHIN THE STATE RIGHT OF WAY WILL REQUIRE A SEPARATE
MassDOT UTILITY PERMIT, WHICH CONTRACTOR MUST OBTAIN BEFORE CONSTRUCTION.
5.THE DRAINAGE SYSTEM IS DESIGNED TO DECREASE BOTH STORMWATER RUNOFF RATE, AND
STORMWATER RUNOFF VOLUME TO THE STATE RIGHT OF WAY FROM PRE-DEVELOPMENT TO
POST-DEVELOPMENT. THERE WILL BE NO INCREASE IN RUNOFF TO THE STATE RIGHT OF WAY FROM
THE PROPOSED DEVELOPMENT.
3Notes and LegendSEWER MANHOLE
IRON ROD FOUND/SET
MONOLITHIC CONCRETE
CURB AND SIDEWALK
4W
SITE CALLOUTS LEGEND
107.6.4
CWK
ADAS
ADAV
LOD LIMIT OF DISTURBANCE
12W STOP LINE (REFERENCE MUTCD SECTION 3B.16)
CROSSWALK PAVEMENT MARKINGS. SOLID 2' WHITE LINES
SPACED 4' OC (REFERENCE MUTCD SECTION 3B.18)
MASSDOT STD "T" INTERSECTION WHEELCHAIR RAMP
4" EPOXY RESIN WHITE MARKINGS
VAN ADA SPACE PAVEMENT MARKINGS MUST COMPLY WITH ALL ADA
AND MUTCD REGULATIONS AND REQUIREMENTS.
ADA SPACE PAVEMENT MARKINGS MUST COMPLY WITH ALL ADA
AND MUTCD REGULATIONS AND REQUIREMENTS.
ADAR ADA CURB RAMP MUST COMPLY WITH ALL ADA REGULATIONS AND
REQUIREMENTS.
107.6.0
106.3.0 MASSDOT STD METHOD OF SETTING VERTICAL CURB
MASSDOT STD WHEELCHAIR RAMP FOR ONE CONTINUOUS DIRECTION OF
PEDESTRIAN TRAVEL
NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS
VGC VERTICAL GRANITE CURB (MASSDOT STD OR APPROVED EQUAL)
BB
MCC
VCC VERTICAL CONCRETE CURB (PRE CAST MASSDOT STD OR APPROVED EQUAL)
MONOLITHIC CONCRETE CURB (SEE DETAIL)
BITUMINOUS BERM (SEE DETAIL)
UTILITY NOTE:
ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE PROVIDED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST
BE DETERMINED IN THE FIELD BEFORE EXCAVATION, BLASTING, UTILITY INSTALLATION, BACKFILLING, GRADING, PAVEMENT
RESTORATION, AND ALL OTHER SITE WORK. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING
THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE DOCUMENTS. CONTACT DIG SAFE A MINIMUM OF 72 WORKING HOURS PRIOR
TO ANY CONSTRUCTION AT 811. DIG SAFE IS RESPONSIBLE FOR CONTACTING MEMBER UTILITY COMPANIES. DIG SAFE MEMBER UTILITY
COMPANIES ARE RESPONSIBLE TO MARK ONLY THE FACILITIES THAT THEY OWN OR MAINTAIN. NON DIG SAFE MEMBER COMPANIES
ARE NOT NOTIFIED BY DIG SAFE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND NOTIFY IF ANY PRIVATELY OWNED
OR NON DIG SAFE MEMBER UTILITIES ARE IN THE AREA.
PER THE CODE OF FEDERAL REGULATIONS - TITLE 29, PART 1926 IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO OBTAIN
ACCURATE UNDERGROUND UTILITY LINE LOCATIONS FROM THE UTILITY COMPANIES, UTILITY OWNERS AND, OR VIA UNDERGROUND
UTILITY LOCATION EQUIPMENT AS NEEDED TO ESTABLISH ACCURATE LOCATIONS PRIOR TO ANY EXCAVATION. THE USE OF
PROFESSIONAL UTILITY LOCATING COMPANIES PRIOR TO ANY EXCAVATION IS RECOMMENDED.
DIPRETE ENGINEERING IS NOT A PROFESSIONAL UTILITY LOCATION COMPANY, AND IS NOT RESPONSIBLE FOR UNDERGROUND
UTILITIES, DEPICTED OR NOT, EITHER IN SERVICE OR ABANDONED. ANY SIZES, LOCATIONS, EXISTENCE, OR LACK OF EXISTENCE OF
UTILITIES SHOWN ON THESE PLANS SHOULD BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A PROFESSIONAL UTILITY LOCATION
COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED.
PERMIT NOTE:
THE INTENT OF THESE PLANS IS TO PROVIDE A PERMITTING SET TO THE REGULATORY AGENCY SUBMITTED. THESE PLANS CONTAIN
THE REQUIRED INFORMATION NECESSARY FOR APPROVAL TO THE SPECIFIC AGENCY SUBMITTED AND MAY NOT HAVE INFORMATION
NECESSARY FOR OTHER REGULATORY AGENCIES. THIS SET MUST NOT BE CONSTRUED AS A FULL CONSTRUCTION OR BID SET.
ADDITIONAL DETAIL IS REQUIRED FOR CONSTRUCTION AND BID DOCUMENTS, SUCH AS BUT NOT LIMITED TO, FINE GRADING, GRADING
BETWEEN THE CONTOUR INTERVAL, ADDITIONAL SURVEY/MAPPING, BUILDING SHAPE/LOCATION, ADA, UTILITY CONNECTIONS, UTILITY
CROSSINGS, SURFACE AND GROUND WATER MITIGATION, SOIL STABILITY AND CONSISTENCY, SPECIFIC END USER NEEDS,
CONSTRUCTABILITY ISSUES, ETC. ANY USER OF THESE PLANS SHOULD UNDERSTAND THIS LIMITATION.
NOTE: THIS PLAN SET MUST BE REPRODUCED IN COLOR
SOIL INFORMATION:
(REFERENCE: USDA NATURAL RESOURCES CONSERVATION SERVICE)
SOIL NAME DESCRIPTION
252B CARVER COARSE SAND, 3 TO 8 PERCENT SLOPES
602B URBAN LAND, 0 TO 8 PERCENT SLOPES
EASEMENT
WV
GV
WV
WV
UP
55-10
UP
55-9
21.3
21.3
21.5
22.1
22.4
22.7
23.2
D
D
D
D
D
20.6
21.5
21.8
21.721.721.8
21.0
22.1 22.1
21.6 21.3 20.6
20.721.8
21.6
21.922.3
22.0
21.6
23.2 22.7 21.8
21.5
22.1 21.1
21.822.121.1
22.423.724.2
25.4 24.9 23.2
23.1 23.0
22.3
UP
428-1
22.4
22.9
22.3
22.8
21.6
21.4
21.9
21.220.7
21.6
UP
428-2
UP
45A
20.3
19.9
20.5
20.3
19.8
GV
20.5
20.4
21.0
21.6
22.6
GV
U
UP
45-30
UP
45-28
UP
29
22.0
21.6
20.8
WV
WV
21.4
20.3GV
18.1
19.6
19.3
20.0
21.5
21.0
21.9
21.5
20.5
21.2
UP XXXXG GGGG
DDDDDD
D
DDDDDDDDD
D
D
DD
OHW OHW OHW OHW OHW OHW OHW 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
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGG G
G
G
G
G
G
G
GGGGG
GGG
G
G
G
G
G
G
GGGGG
G
G
GG
G
G G G G GGGGGGGGGGGG SSSSSW
W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W WWWW
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWW65,027 SF
(1.49 AC)
MAP 308 LOT 17
N79°06'16"E 233.05'S18°36'24"E204.66'R =22.69'T =20.00'D =082°47'50"L=32.79'S64°11'26"W
58.28'R =10 3 6.7 7'
T =7 8.4 8 '
D =0 0 8 °3 9'3 0 "
L =15 6.6 7'24.34'
S72°50'56"WR=25
.
0
0'T=33
.
8
8'D=1
07°
0
9
'21"L=46.
7
6
'N0°00'16"E152.34'20.15'
S79°06'16"WN10°53'44"W95.48'N82°06'16"E
9.14'
195.20'
CONCRETE BOUND
FOUND/HELD ON LINE
ANGLE IRON
FOUND 0.75'
SOUTHWEST OF CORNER N14°50'23"W154.05'272625
2
4
2322
22
21
2
0201918
2
0
2
1
21212122232418 192021
22
23
24
19
20
21
2
2
212222232421
25
26
27
28
29
BENCHMARK
CUT NAIL
IN UP 55-9
0.5' ABOVE GRADE
ELEV.=25.01
BENCHMARK
CUT NAIL
IN UP 428-1
0.5' ABOVE GRADE
ELEV.=22.39
BENCHMARK
CUT NAIL
IN LIGHT POLE
0.5' ABOVE GRADE
ELEV.=22.51 2" CS2" CS2" CS2" CS
2" CS
2" CS
2" CS2" PECB RIM=23.3
INV.(A)=19.6
INV.(B)=CAPPED
12" RCPA
B
DMH RIM=23.6
BOTTOM=15.9
PIPES RECESSED
CB RIM=22.9
INV.=CAPPED
WATER=19.5
DMH RIM=23.2
INV.(A)=19.7
INV.(B)=19.6
INV.(C)=19.6
A
B
C 12" RCP12" RCP12" RCPCB RIM=20.5
TOP OF PIPE=18.3
BOTTOM=16.8
12" RCP
CB RIM=20.7
INV.CAPPED
BOTTOM=15.3
DMH RIM=20.6
INV.(A)=16.7
INV.(B)=16.8
INV.(C)=16.8
12" RCP
A
BC12" RCP
12" RCPDMH RIM=20.9
INV.(A)=16.8
INV.(B)=16.9
INV.(C)=16.9
A
B C
CB RIM=20.6
INV.=18.6
BOTTOM=16.4
LEACHING
CB RIM=19.2
INV.(A)=14.9
INV.(B)=15.2
30" RCP
A B
24" RCP
CB RIM=20.3
BOTTOM=15.7
LEACHING
CB RIM=20.9
INV.=19.2
12
" METAL
CB RIM=21.0
INV.(A)=16.4
INV.(B)=17.88
INV.(C)=16.5
A
24" RC
P
B
C
24" RCP
12
"
R
C
P
DMH RIM=22.3
MH RIM=27.2
CONCRETE
STAIRS
GRASS
PVC
PIPE
ELECTRIC
SERVICE
POST
PVC
PIPE
PVC PIPE
DIRT
PILE
DIRT
WOODED
DIRT
DIRT
DIRT
STEVENS STREET(1965 TOWN LAYOUT -PUBLIC RIGHT OF WAY)MITCHELL WAY
(1951 TOWN LAYOUT -
PUBLIC RIGHT OF WAY)HOLMES LANE(40' WIDE PRIVATE RIGHT OF WAY)NORT
H
S
T
R
E
E
T
(PUBLI
C
RI
G
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W
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NORTH STREE
T
(PUBLIC RIGHT
O
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W
A
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)
MAP 308 LOT 254
N/F
JOSEPH D. &
DOLORES E. DALUZ
MAP 308 LOT 13
N/F
JOSE P. & CACILDA
A. SANTOS
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
ASPHALT SI
D
E
W
A
L
K
GRANITE CU
R
B
CONCRETE R
E
T
A
I
N
I
N
G
W
A
L
L
GRANITE CU
R
B
ASPHALT SI
D
E
W
A
L
K
ASPHA
L
T
B
E
R
M
ASPHA
L
T
B
E
R
M
ASPHALT SIDEWALKDIRTROAD
GRASS
SIGN
ASPHALT BERM
A
S
P
H
A
L
T
B
E
R
M GRANITE CURBGRANITE CURBGRANITE CURBASPHALT SIDEWALKASPHALT SIDEWALKASPHALT SIDEWALKSTOCKADE FENCEROW OF ARBO
R
V
I
T
A
E
ASPHALT BERM
ASPHALT 8" PVCIRON ROD
FOUND 0.3'
SOUTHEAST OF CORNER
NAIL
FOUND 0.7'
SOUTHWEST
OF CORNER SIGN
1.5" PVC
200'
RIVERBANK
BUFFER
10" DI
10" PVC
6" CI8" PVC10" PVC
8" DI12" DIGV UP
45-27S
U
WV
OHWOHW
OHW
OHW
OHW
OHW
OHW
G
G
G
G
GGW
W
W
W
W
W
302928
2" CSCB RIM=27.2
CB RIM=27.5
MH RIM=29.8
NORTH STREET
(PUBLIC RIGHT
O
F
W
A
Y
)
GRANITE CURBASPHALT SIDEWA
L
K
ASPHALT SIDEWA
L
K
ASPHALT SIDEWA
L
K
GRANITE CURB
CONCRETE RETAI
N
I
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G
W
A
L
L
6" CI
Not To ScaleLOCUS MAP
Site
SEE BELOW1
GENERAL NOTES
1.THE PARCEL IS FOUND ON MAP 308, LOT 17 IN THE TOWN OF BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS.
2.THE OWNER PER DEED BOOK 30351, PAGE 194 IS 268 STEVENS STREET LLC.
3.THIS SITE IS LOCATED IN FEMA FLOOD ZONE X. REFERENCE FEMA FLOOD INSURANCE RATE MAP 25001C0568J, MAP REVISED JULY 16, 2014. THIS DESIGNATION MAY CHANGE
BASED UPON REVIEW BY A FLOOD ZONE SPECIALIST OR BY THE RESULTS OF A COMPREHENSIVE FLOOD STUDY.
4.THE PARCEL IS ZONED DV BASED ON THE TOWN OF BARNSTABLE ONLINE GIS. ANY OVERLAY DISTRICTS, SPECIAL PERMITS OR VARIANCES SPECIFIC TO THIS SITE ARE NOT
TAKEN INTO CONSIDERATION. PLEASE CONTACT THE ZONING DEPARTMENT FOR ANY ADDITIONAL INFORMATION OR FOR A CERTIFICATE OF ZONING.
5.THERE WERE NO CEMETERIES, GRAVE SITES AND OR BURIAL GROUNDS OBSERVED WITHIN THE LIMITS OF THE SURVEY.
6.FIELD SURVEY PERFORMED BY DIPRETE ENGINEERING ON JUNE 20, 2023. THIS PLAN REFLECTS ON THE GROUND CONDITIONS AS OF THAT DATE.
7.ELEVATIONS SHOWN HEREON, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS DETERMINED BY DIPRETE
ENGINEERING USING REAL TIME KINEMATIC G.P.S. OBSERVATIONS.
8.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. DIPRETE ENGINEERING IS NOT RESPONSIBLE FOR ANY UNKNOWN OR UNRECORDED EASEMENTS, DEEDS
OR CLAIMS THAT A TITLE REPORT WOULD DISCLOSE.
9.LOT IS SUBJECT TO A SEWER EASEMENT PER DEED BOOK 13128, PAGE 128 AND DEED BOOK 30298, PAGE 132.
PLAN REFERENCES
1.PLAN BOOK 94, PAGE 49.
2.PLAN BOOK 161, PAGE 131.
3.PLAN BOOK 166, PAGE 95.
4.PLAN BOOK 193, PAGE 23.
5.PLAN BOOK 234, PAGE 77.
6.PLAN BOOK 246, PAGE 152.
7.PLAN BOOK 270, PAGE 100.
8.PLAN BOOK 368, PAGE 36.
9.PLAN BOOK 655, PAGE 3.Existing Conditions PlanLIST OF POSSIBLE ENCROACHMENTS
ASPHALT BERM 16' OVER PROPERTY LINEA
CERTIFICATION
I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE GROUND IN ACCORDANCE WITH
THE RULES AND REGULATIONS AS STATED IN CMR 250 SECTION 6.00.
UTILITY NOTES
1.ALL EXISTING UTILITIES DEPICTED ARE SHOWN ACCORDANCE WITH UTILITY QUALITY LEVEL D AS DEFINED IN CI/ASCE STANDARD 38-02 (STANDARD GUIDELINES FOR THE
COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA), LATEST REVISION.
2.ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE PROVIDED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST BE DETERMINED IN THE FIELD BEFORE
EXCAVATION, BLASTING, UTILITY INSTALLATION, BACKFILLING, GRADING, PAVEMENT RESTORATION, AND ALL OTHER SITE WORK. ALL UTILITY COMPANIES, PUBLIC AND
PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE DOCUMENTS. CONTACT DIG SAFE A MINIMUM OF 72 WORKING HOURS PRIOR
TO ANY CONSTRUCTION AT 811. DIG SAFE IS RESPONSIBLE FOR CONTACTING MEMBER UTILITY COMPANIES. DIG SAFE MEMBER UTILITY COMPANIES ARE RESPONSIBLE TO MARK
ONLY THE FACILITIES THAT THEY OWN OR MAINTAIN. NON DIG SAFE MEMBER COMPANIES ARE NOT NOTIFIED BY DIG SAFE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
INVESTIGATE AND NOTIFY IF ANY PRIVATELY OWNED OR NON DIG SAFE MEMBER UTILITIES ARE IN THE AREA.
3.PER THE CODE OF FEDERAL REGULATIONS - TITLE 29, PART 1926 IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE UNDERGROUND UTILITY LINE LOCATIONS
FROM THE UTILITY COMPANIES, UTILITY OWNERS AND, OR VIA UNDERGROUND UTILITY LOCATION EQUIPMENT AS NEEDED TO ESTABLISH ACCURATE LOCATIONS PRIOR TO ANY
EXCAVATION. THE USE OF PROFESSIONAL UTILITY LOCATING COMPANIES PRIOR TO ANY EXCAVATION IS RECOMMENDED.
4.DIPRETE ENGINEERING IS NOT A PROFESSIONAL UTILITY LOCATION COMPANY, AND IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES, DEPICTED OR NOT, EITHER IN SERVICE OR
ABANDONED. ANY SIZES, LOCATIONS, EXISTENCE, OR LACK OF EXISTENCE OF UTILITIES SHOWN ON THESE PLANS SHOULD BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A
PROFESSIONAL UTILITY LOCATION COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED.
5.UTILITY PLAN REFERENCES
5.1.WATER INFORMATION RECEIVED FROM THE TOWN OF BARNSTABLE.
5.2.SEWER INFORMATION RECEIVED FROM THE TOWN OF BARNSTABLE, PERMIT NO. 4085.
5.3.GAS INFORMATION OBTAINED FROM NATIONAL GRID.
5.4.DRAINAGE INFORMATION OBTAINED ON THE GROUND BY DIPRETE ENGINEERING. (SEE GENERAL NOTES FOR DATE OF FIELD SURVEY)
0 10' 20' 40'
SCALE: 1"=20'
PROPERTY LINE
FENCEX
RETAINING WALL
STONE WALL
NOW OR FORMERLYN/F
ASSESSORS LINE
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
LIGHTPOST
WATER VALVE
B-1 WETLAND FLAG
SEV
SOIL EVALUATION
TREE
BOLLARD
W WELL
MONITORING WELL
GAS VALVE
UTILITY/POWER POLEUP
E ELECTRIC MANHOLE
GUY POLE
D DRAINAGE MANHOLE
DOUBLE CATCH BASIN
CATCH BASIN
FLARED END SECTION
GUARDRAIL
TREELINE
BENCH MARK
LEGEND
RECORD(R)
CHORD ANGLE(CA)
UP
LANDSCAPINGLC
mw
WV
WATER LINEW
SEWER LINES
GAS LINEG
ELECTRIC LINEE
DRAINAGE LINED
OVERHEAD WIRESOHW
SEWER FORCE MAINSFM
ASSESSOR'S PLATAP
DRILL HOLE
IRON ROD/PIPE
HYDRANT
SIGN POST
S SEWER MANHOLE
SEWER CLEANOUT
BOUND
NAIL/SPIKE
U UNKNOWN MANHOLE
HANDICAPPED HC
DEED BOOK/PAGE123/1234
GV
IRRIGATION VALVE
5
1
MA S T A T E P LA
N
E
N
AD 83z:\demain\projects\3300-001 stevens street 268\autocad drawings\3300-001-exco.dwg Plotted: 4/18/2024DiPrete EngineeringBoston Providence NewportSHEET PREPARED FOR:DE JOB NO: 3300-001 COPYRIGHT 2023 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTS OF 1 DATENO.0A.J.F.8/14/23EXISTING CONDITIONS PLANDESCRIPTIONBY:Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comMAP 308 LOT 171A.J.F.4/18/24EXISTING CONDITIONS PLANROBERT G. BABCOCK, PLS #49233
4/18/24 SEE ABOVEPLE
A
S
A
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T
HILL
L
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(1961
T
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O
U
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PUB
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)
CONCRETE BOUND
FOUND/HELD
A
GV
WV
WV
UP
55-10
UP
55-9
D
D
D
D
D
UP
428-1
UP
428-2
UP
UP
45-30
WV
WV
GV
UP
SEDIMENT TRAP A
TOP ELEV=21.50
SPILLWAY ELEV=20.00
BOT ELEV=18.00
EX LEACHING CATCH
BASIN AND DRAINAGE
PIPE TO BE REMOVED
EX LEACHING CATCH
BASIN TO BE REMOVED
EX SITE LIGHTS TO BE
REMOVED (TYP)
EX SIGN TO
REMAIN IN
PLACE
EX DRIVEWAY TO
BE REMOVED
EX WATER SERVICE TO
BE CUT BACK AND
STUBBED AT WATER MAIN
EX SEWER SERVICE TO BE
CUT BACK AND STUBBED
AT PROPERTY LINE
EX DRIVEWAY TO
BE REMOVED
CONCRETE
WASHOUT
AREA
STOCK PILE
AREA
FOR SALE
SIGN TO BE
REMOVED STEVENS STREET(VARIABLE W
IDTH PUBL
IC R
IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.
MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
28 24
26
24 2426222
0202
0
18
22
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24 22222
121
21
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2325 23
192121 232522222927
22
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242124181920
20212119 1822232220 2219
21
23
20SITE
MAP 308 LOT 17
1.49 ACRES
MITCHEL
L
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(VARIAB
L
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)DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES0 10' 20' 40'
SCALE: 1"=20'
SOIL EROSION CONTROL LEGEND
DIVERSION RUNOFF
CONVEYANCE MEASURE
(SWALE AND/OR BERM)
INFILTRATING AREA
(TO BE PROTECTED BY
COMPOST SOCK OR
SILT FENCE)
EROSION CONTROL (COMPOST
SOCK, SILT FENCE (RI STD 9.2.0,
OR APPROVED EQUAL)
LIMIT OF DISTURBANCE
(NO SEDIMENT CONTROL)
CONSTRUCTION ENTRANCE
(RIDOT STD 9.9.0)
LIMIT OF DISTURBANCE
(WITH SEDIMENT CONTROL)
308FINAL CONTOUR GRADE
TEMPORARY SEDIMENT TRAP
INLET SEDIMENT CONTROL
TRIBUTARY AREA
TO SESC BMP
5Soil Erosion & Sediment Control PlanNOT ALL ITEMS SHOWN WILL APPEAR ON PLANS
GENERAL NOTES:
1.TEMPORARY SEDIMENT TRAPS SHALL MEET ALL REQUIREMENTS FOR TEMPORARY
SEDIMENT TRAPS OUTLINED IN THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL
GUIDELINES FOR URBAN AND SUBURBAN AREAS (LATEST REVISION).
2.THE TEMPORARY SEDIMENT TRAP SHALL HAVE A MINIMUM STORAGE VOLUME OF 67
CUBIC YARDS PER ACRE OF CONTRIBUTING DRAINAGE AREA.
3.ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
4.THE OUTLET SPILLWAY SHALL BE LOCATED AT THE MOST DISTANT HYDRAULIC POINT
FROM THE INLET.
5.THE OUTLET SPILLWAY SHALL CONSISTED OF HARD, ANGULAR, WELL-GRADED STONE
MIXTURE WITH d50 OF 9 INCHES MINIMUM. INSIDE FACING OF SPILLWAY TO BE LINED
WITH A 1-FOOT THICK OF 12 TO 34 INCH WASHED AGGREGATE. SEE DETAIL
6.TEMPORARY SEDIMENT TRAPS MUST OUTLET ONTO RIPRAP APRON 5 FEET LONG
(MINIMUM) WITH FILTER FABRIC FOUNDATION.
7.MINIMUM WIDTH OF TOP OF EMBANKMENT IS 5 FEET.
8.MAXIMUM HEIGHT OF EMBANKMENT IS 5 FEET FROM OUTER EMBANKMENT TOE TO TOP
OF EMBANKMENT.
9.SEDIMENT TRAPS ARE LIMITED TO A MAXIMUM CONTRIBUTING DRAINAGE AREA OF 5
ACRES, AND A STRUCTURE LIFE OF 2 YEARS.
10.ALL AREAS INCLUDING (BUT NOT LIMITED TO) STEEP SLOPE AREAS MAY REQUIRE
RIPRAP OR OTHER PERMANENT/LOW MAINTENANCE EROSION CONTROL MEASURES
SHOULD THEY NOT BE SATISFACTORILY STABILIZED WITHIN 72 HOURS FOLLOWING
COMPLETION OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL
SESC RECTIFICATION/REESTABLISHMENT MEASURES UNTIL THE SITE IS STABILIZED TO
THE SATISFACTION OF THE SITE ENGINEER AND/OR GEOTECHNICAL ENGINEER. SEE
SOIL EROSION AND SEDIMENTATION CONTROL NOTES ON SHEET C0.2.
INSTALLATION NOTES:
EMBANKMENT:
·CLEAR, GRUB AND STRIP ALL VEGETATION AND ROOT MAT FROM ANY PROPOSED
EMBANKMENT AND OUTLET AREA. USE STABLE MINERAL SOIL FREE OF ROOTS, ROCKS,
DEBRIS, ORGANIC MATERIAL AND OTHER OBJECTIONABLE MATERIAL.
·PLACE EMBANKMENT FILL IN 9-INCH LIFTS, MAXIMUM. THE FILL SHOULD BE COMPACTED BY
ROUTING THE CONSTRUCTION EQUIPMENT SO THAT THE ENTIRE AREA OF THE FILL IS
TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF THE EQUIPMENT. CONSTRUCT
SIDE SLOPES 2:1 OR FLATTER (3:1 RECOMMENDED FOR BACKSLOPE TO IMPROVE STABILITY OF
STONE SPILLWAY).
·OVERFILL EMBANKMENT TO 6 INCHES ABOVE DESIGN ELEVATION TO ALLOW FOR
SETTLEMENT.
OUTLET SECTION:
·EXCAVATE TRAPEZOIDAL STONE OUTLET SECTION FROM COMPACTED EMBANKMENT. ALLOW
FOR THICKNESS OF STONE SIDE SLOPES (21 INCHES MINIMUM).
·INSTALL FILTER FABRIC UNDER STONE. EXTEND FABRIC UP THE SIDES TO THE TOP OF
EMBANKMENT. PLACE SPECIFIED STONE TO LINES AND GRADES SHOW ON PLANS, WORKING
THE SMALL STONES INTO THE VOIDS TO ACHIEVE A DENSE MASS. SPILLWAY CREST MUST BE
LEVEL WITH MINIMUM DIMENSIONS SPECIFIED. MEASURE SPILLWAY DEPTH FROM THE HIGHEST
STONES IN THE SPILLWAY TO THE DESIGN ELEVATION OF TOP OF EMBANKMENT. MINIMUM
DEPTH IS 1.5 FEET.
·KEEP SIDES OF THE STONE OUTLET SECTION AT LEAST 21 INCHES THICK THROUGH THE
LEVEL SECTION AND THE DOWNSTREAM FACE OF EMBANKMENT.
·EXTEND OUTLET APRON BEYOND TOE OF EMBANKMENT ON LEVEL GRADE UNTIL STABLE
CONDITIONS ARE REACHED (5' MINIMUM). EDGES AND END OF THE STONE APRON SECTION
MUST BE FLUSH WITH SURROUNDING GROUND. NO OVERFALL SHOULD EXIST.
·COVER INSIDE OF FACE OF STONE OUTLET SECTION WITH A 1-FOOT THICK LAYER OF 1/2 TO
3/4 INCH AGGREGATE.
·ALL EMBANKMENTS, EARTH SPILLWAYS, AND DISTURBED AREAS DOWNSTREAM FROM THE
STRUCTURE SHOULD BE VEGETATED WITHIN 3 DAYS OF COMPLETION OF THE CONSTRUCTION
OF THE STRUCTURE.
STORAGE VOLUME 1
2
1
21.5'5' MIN
up to 1
SPILLWAY WIDTH
TRIBUTARY
DRAINAGE AREA (ac)
1-2
2-3
3-4
4-5
MIN. BOTTOM WIDTH OF
SPILLWAY
(ft)
4.0
6.0
8.0
10.0
12.0
SEE
TABLE
SEDIMENT TRAP DIMENSIONS
BOTTOM OF TRAP AREA (Ab)
SURFACE AREA AT SPILLWAY (As)
sq.ft
sq.ft
ft2.0
778.00
1,297.00
TRAP A
DESIGN DEPTH (D)
TRIBUTARY DRAINAGE AREA ac1.10
Temporary Sediment Trap Detail
TOP OF ALL BANKS TO BE
5' WIDE MINIMUM
MIN 21" THICK
LAYER OF HARD,
ANGULAR STONE
MIX WITH d50 OF
9" MIN
STONE
SPILLWAY
SEDIMENT
STORAGE STAKE
WITH MARKER SET
AT 1/2 DESIGN
DEPTH FILTER FABRIC.
EXTEND TO TOP OF
EMBANKMENT, ALL
SIDES
SURFACE AREA AT
SPILLWAY (As)
STABLE EX
GRADE
1.5'
MINIMUM
SPILLWAY
DEPTH
TOP OF
EMBANKMENT
(TYP)
STONE
SPILLWAY
FLOW
BOTTOM OF TRAP AREA
(2L x 1W RATIO OPTIMAL)
STONE
APRONFLOW
INSIDE FACE LINED WITH
12" THICK LAYER OF 12 - 34"
WASHED AGGREGATE
FLOW
FLOW DESIGNDEPTH(D)BOTTOM OF
TRAP AREA (Ab)
FLOW
Riprap Swale
VAN9
9
10
7
7 7
6
9
3
4
5
R2.
0
'
R3
.
0
'
R
3
.
0
'
R2
.
0
'R1.0'R
3
.
0
'R2.0'R10.0'R10.0'R3.0'R30.0
'
R3.0'R3.0'R3.0'R2.0'R2.
0
'
R2.0
'R2.0'R2.0
'R2.0'STEVENS STREET(VARIABLE W
IDTH PUBL
IC R
IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
MAP 308 LOT 254
N/F
JOSEPH D. &
DOLORES E. DALUZ
MAP 308 LOT 13
N/F
JOSE P. & CACILDA
A. SANTOS
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.
MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
SITE
MAP 308 LOT 17
1.49 ACRES
MITCHEL
L
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(VARIAB
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W
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W
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)
TRANSFORMER
(TYP)
MONOLITHIC CONCRETE
CURB AND SIDEWALK
(TYP)
EXISTING ASPHALT SIDEWALK
TO BE REPLACED WITH
NEW ASPHALT SIDEWALKEXISTING DRIVEWAY TO
BE REMOVED
PROPOSED 17' X 17'
DUMPSTER ENCLOSURE
PRECAST
CONCRETE CURB
(TYP)
MAINTENANCE
AND BIKE
STORAGE
ADA RAMP WITH HANDRAILS
TO BE COORDINATED &
DESIGNED WITH ARCHITECT
PRECAST
CONCRETE CURB
(TYP)
4' HIGH VINYL CHAIN
LINK FENCE
(OR APPROVED EQUAL)
RETAINING WALL
WITH FENCE MOUNTED
AT THE TOP
GRANITE CURB TO BE INSTALLED
ALONG MITCHELL'S WAY FRONTAGE
AND TO TIE INTO MITCHELL'S WAY
EXISTING ROADWAY CURB
EXISTING ASPHALT
SIDEWALK ALONG FRONTAGE
TO BE REPAVED WITH 5'
ASPHALT SIDEWALK
RETAINING WALL WITH FALL
PROTECTION GUARDRAIL
AND FENCE MOUNTED AT
THE TOP FACING THE
ABUTTING DRIVE AISLE TO
THE NORTH.
ADAS ADAR
107.6.0
107.6.0
12W
12W
STOP SIGN
(TYP)
STOP SIGN
(TYP)
UNDERGROUND
INFILTRATION SYSTEM
(SEE DETAIL ON SHEET 9)
INFILTRATION SYSTEM A
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM B
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM D
(SEE DETAIL ON SHEET 11)
INFILTRATION SYSTEM E
(SEE DETAIL ON SHEET 11)
INFILTRATION
SYSTEM C
(SEE DETAIL ON SHEET 10
SNOW STOCKPILE
AREA (TYP)
4W
SITE LIGHTING (TYP)
SEE LIGHTING PLAN BY RAB
LIGHTING DATED 11/9/2023
FLUSH CURB SECTION
WITH TRANSITION CURBS
(TYP)
FLUSH CURB SECTION WITH
TRANSITION CURBS
(TYP)
TANDEM PARKING
SPACES (TYP)
OUTDOOR PATIO AREA.
SEE LANDSCAPE PLANS
STEPS
(TYP)
4' HIGH VINYL CHAIN
LINK FENCE
(OR APPROVED EQUAL)
CURB TO BERM
TRANSITION. SEE
DETAIL ON SHEET 13.
(TYP)
STEPS (TYP)
FLUSH CURB SECTION
WITH TRANSITION CURBS
(TYP)
FLUSH CURB SECTION
WITH TRANSITION CURBS
(TYP)
FLUSH CURB
SECTION WITH
TRANSITION CURBS
(TYP)
FLUSH CURB
SECTION WITH
TRANSITION
CURBS
(TYP)
APPROXIMATE
LOCATION OF EXISTING
DRIVE AISLE
APPROXIMATE
LOCATION OF EXISTING
EDGE OF PAVEMENT
APPROXIMATE
LOCATION OF EXISTING
EDGE OF PAVEMENT
ADAV
ADAR STONE WALL WITH FALL
PROTECTION AND
BUILDING SIGNAGE
MOUNTED ON THE WALL
GRANITE CURBING TO BE INSTALLED ALONG STEVENS STREET FRONTAGE
WHERE EXISTING DRIVEWAYS ARE BEING REMOVED TO TIE INTO EXISTING
GRANITE CURBING. SEE DETAIL ON SHEET 13. (TYP)
EXISTING ADA RAMP TO
REMAIN IN PLACE
INFILTRATION POND
(SEE DETAIL ON SHEET 12)
5' WIDE PAVED
WATERWAY
STEP
(TYP)
PUMP STATION BOLLARD
PROTECTION (TYP).
SEE PUMP STATION PLANS BY
OTHERSSEDIMENT FOREBAY
(SEE DETAIL ON SHEET 12)
ANY EXISTING SIDEWALKS OR GRANITE CURBS DISTURBED/DAMAGED BY CONSTRUCTION
ACTIVITIES WILL REQUIRE REPLACEMENT. ALL SIDEWALKS WITHIN THE PUBLIC RIGHT
OF WAY WILL BE REQUIRED TO MEET ADA ACCESSIBILITY STANDARDS, HAVE A
MINIMUM 5' WIDTH, AND BE CONSTRUCTED OF BITUMINOUS CONCRETE (ASPHALT).
GRANITE CURBING WITHIN THE PUBLIC RIGHT OF WAY MUST BE VERTICAL GRANITE
CURBING (VCG) MEETING VA4 STANDARD (TYP).
PORTION OF BMP OVER
PROPERTY LINE IS
ALLOWED BY OWNER OF
ABUTTING PROPERTY
SEGMENTAL BLOCK RETAINING WALL WITH FINISH TO
BE COORDINATED WITH BUILDING ELEMENTS (TYP).
WALLS TO EXTEND A MINIMUM OF 30" ABOVE HIGH
SIDE TO PROVIDE FALL PROTECTION. RAILINGS TO
BE MOUNTED TO WALL ALONG INTERIOR PEDESTRIAN
PATH WHERE NEEDED - FURTHER DETAIL TO BE
PROVIDED PRIOR TO CONSTRUCTION.
PEDESTRIAN CROSSWALK.
(SEE DETAIL ON SHEET 16)
107.6.0
107.6.5
(TYP)
107.6.5
RETAINING WALL
(TYP)
PUMP STATION EASEMENT.
SEE PUMP STATION PLANS BY
OTHERS.
PEDESTRIAN CROSSWALK.
(SEE DETAIL ON SHEET 16)9.0'(TYP)19.0'
(TYP)
24.0'
(TYP)
24.0'
(TYP)
7.0'24.0'(TYP)9.0'(TYP)9.0'(TYP)9.0'
(TYP)19.0'(TYP)6.6'
78.8'6.5'9.0'
61.8'6.5'0.5'9.0'(TYP)19.0'
(TYP)
10.9'9.0'(TYP)10.0'
10.0'
19.0'
(TYP)
0.7'
1.8'
0.5'
0.8'
10.9'57.5'RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
(GFA 54,340 SF)
FFE= 25.00 DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES0 10' 20' 40'
SCALE: 1"=20'
6
DEVELOPMENT DATA:
TOTAL SITE AREA:1.49± ACRES
TOTAL NUMBER OF BUILDINGS:1
TOTAL NUMBER OF UNITS:50
1 BEDROOM:18
2 BEDROOM:27
3 BEDROOM:5
LOT COVERAGE:80%
DIMENSIONAL REGULATIONS:
CURRENT ZONING:DV (DOWNTOWN VILLAGE DISTRICT)
REQUIRED PROVIDED
MINIMUM LOT AREA:40,000 SF 65,027 SF
MINIMUM FRONTAGE AND LOT WIDTH:0'360'
MINIMUM FRONT AND CORNER SIDE YARD:0'0.5'
MINIMUM REAR YARD:0'57.5'
MAXIMUM NUMBER OF STORIES:4 3
MAXIMUM LOT COVERAGE:80%80%
PARKING REGULATIONS:
PARKING USE:DWELLING, MULTIFAMILY
PARKING REQUIREMENT:1 SPACE PER UNIT
BUILDING SQUARE FOOTAGE (GFA):54,340 SF
REQUIRED PARKING CALCULATIONS:50 UNITS X 1 SPACE = 50 SPACES
TOTAL PARKING SPACES PROVIDED:76 SPACES
ADA PARKING REQUIREMENT:4 SPACE
ADA PARKING INCLUDED IN TOTAL SPACES:4 SPACES
Site Layout Plan
HYD
VANWV
GV
WV
WV
UP
55-10
UP
55-9
D
D
D
D
D
UP
428-1
UP
428-2
UP
45A GV
UP
45-30
UP
29
WV
WV
GV
UP
SSSSSSSEV
DTH 23-4
GWT= 47"
SEV
DTH 23-2
GWT= 59"
SEV
DTH 23-1
GWT= 59"
SEV
DTH 23-8
GWT= 76"
SEV
DTH 23-6
GWT= 50"
SEV
DTH 23-7
GWT= 76"
SEV
DTH 23-5
GWT= 76"
PT
IT 23-2
SEV DTH 23-3
GWT= 59"
PT
IT 23-3 STEVENS STREET(VARIABLE W
IDTH PUBL
IC R
IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY)MAP 308 LOT 254
N/F
JOSEPH D. &
DOLORES E. DALUZ
MAP 308 LOT 13
N/F
JOSE P. & CACILDA
A. SANTOS
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.
MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
21.94
22.17
24.5024.84
24.82
24.50 22.17
21.96
24.31
24.31
23.16
23.16
24.07
24.07
24.07
22.73
17
.
5
019.50IS-D INV-43
INV IN=21.95(44)
BLDG INV-46
INV OUT=23.83(45)
23.54
25.26
25.26
23.51
24.49
24.48
24.49
24.49
23.54
23.54
23.78
23.78
24.16
24.16
23.51
23.54
23.36
23.20
23.44
23.20
23.78
23.94
23.27
23.42
24.31
23.78
22.95
22.83
22.61
23.12
23.41
23.65
23.41
22.79
23.26
23.15
23.31
22.91
22.87
21.27
21.53
22.20
19.12
18.52
23.12
22.82
20.50
20.85
20.46
22.22
19.74
24.34
23.46
23.50
24.49
29.30
24.94
26.79
23.69
SSSS28 24
26
24 2426222
0202
0
18
22
22
24 22222
121
21
19
21
2325 23
192121 232522
22
23
24
2
5 262229
2722
23
24252319 2224
24
242520
2024
242124181920
20212119 1822232220 2219
21
23
20DB-7
RIM=24.40
DB-10
RIM=23.96
DB-8
RIM=24.03
DB-9
RIM=23.69
DB-11
RIM=22.87
LEACHING CB-17 (6' DIA)
RIM=20.90
LEACHING CB-15 (6' DIA)
RIM=20.18
LEACHING CB-21 (6' DIA)
RIM=20.52
LEACHING CB-19 (6' DIA)
RIM=19.51
SITE
MAP 308 LOT 17
1.49 ACRES
MITCHEL
L
S
W
A
Y
(VARIAB
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
EV CHARGING
STATION
(TYP)
TRANSFORMER
(TYP)
UNDERGROUND
INFILTRATION SYSTEM
STORMTECH SC-310
6 ROWS X 9 CHAMBERS
(SEE DETAIL ON SHEET 9)
INFILTRATION SYSTEM A
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM B
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM D
(SEE DETAIL ON SHEET 11)
INFILTRATION
SYSTEM C
(SEE DETAIL ON SHEET 10)
EMERGENCY
OVERFLOW
EMERGENCY
OVERFLOW
EMERGENCY
OVERFLOW
EMERGENCY
OVERFLOW
FLUSH CURB
SECTION
FLUSH CURB
SECTION
FLUSH CURB
SECTION
FLUSH CURB
SECTION
FLUSH
CURB
SECTION
FLUSH CURB
SECTION
STEPS
(TYP)
STEPS
(TYP)
CURB TO BERM
TRANSITION. SEE
DETAIL ON SHEET 13.
(TYP)
ADA RAMP WITH
HANDRAILS
RETAINING WALL
WITH FENCE MOUNTED
AT THE TOP
RETAINING WALL WITH FALL
PROTECTION GUARDRAIL
AND FENCE MOUNTED AT
THE TOP FACING THE
ABUTTING DRIVE AISLE TO
THE NORTH.
INFILTRATION POND
(SEE DETAIL ON SHEET 12)
STEP
(TYP)
EMERGENCY
OVERFLOW
SEDIMENT FOREBAY
(SEE DETAIL ON SHEET 12)
5' WIDE PAVED
WATERWAY
INFILTRATION SYSTEM E
(SEE DETAIL ON SHEET 11)
SEGMENTAL BLOCK RETAINING WALL WITH FINISH TO
BE COORDINATED WITH BUILDING ELEMENTS (TYP).
WALLS TO EXTEND A MINIMUM OF 30" ABOVE HIGH
SIDE TO PROVIDE FALL PROTECTION. RAILINGS TO
BE MOUNTED TO WALL ALONG INTERIOR PEDESTRIAN
PATH WHERE NEEDED - FURTHER DETAIL TO BE
PROVIDED PRIOR TO CONSTRUCTION.
MAINTENANCE
SUMP
CLEANOUT
ELEVATOR SUMP AND OIL
WATER SEPARATOR DISCHARGE.
OIL WATER SEPARATOR TO BE
PROVIDED AND COORDINATED
WITH THE ARCHITECT
PROVIDE MANHOLE AT
ANY ROOF DRAIN
CONNECTION POINT
INSPECTION PORT
(TYP)
6" HDPE
60 LF
S=3.12%
INV=22.20
6" HDPE @
0.5% MIN.
CLEANOUT
CLEANOUT
CLEANOUT
RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
(GFA 54,340 SF)
FFE= 25.00 DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES0 10' 20' 40'
SCALE: 1"=20'
7Grading & Drainage Plan
HYD
VANWV
GV
WV
WV
UP
55-10
UP
55-9
D
D
D
D
D
UP
428-1
UP
428-2
UP
45A GV
UP
45-30
UP
29
WV
WV
GV
UP
SSSSSSSTEVENS STREET(VARIABLE W
IDTH PUBL
IC R
IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY)MAP 308 LOT 254
N/F
JOSEPH D. &
DOLORES E. DALUZ
MAP 308 LOT 13
N/F
JOSE P. & CACILDA
A. SANTOS
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.
MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
DMH-27
RIM=23.66
INV IN=20.33(2)
INV OUT=20.33(4)
INV OUT=20.33(34)
SMH-22
RIM=23.14
INV IN=17.18(20)
INV OUT=17.08(53)
8" PVC
141 LF
S=2.00%
BLDG SEWER-20
INV OUT=20.00(22)3.8'6.7'6.7'10.7'SSSS8" PVC
82 LF
S=2.00%
8" PVC
37 LF
S=2.00%
8" PVC
21 LF
S=2.00%
SMH-55 (5' DIA)
RIM=19.91
INV IN=14.61(53)
INV IN=14.61(57)
INV OUT=14.51(31)
SMH-53
RIM=20.20
INV IN=15.45(22)
INV OUT=15.35(55)
SITE
MAP 308 LOT 17
1.49 ACRES
MITCHEL
L
S
W
A
Y
(VARIAB
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
(GFA 54,340 SF)
FFE= 25.00
6" CLDIP FIRE SERVICE CONNECTION
(FINAL SIZING TO BE DETERMINED BY
FIRE SUPPRESSION ENGINEER AND
COORDINATED WITH WATER AUTHORITY)
APPROXIMATE
LOCATION OF
EXISTING WATER
LINE
UNDERGROUND
INFILTRATION SYSTEM
STORMTECH SC-310
6 ROWS X 9 CHAMBERS
(SEE DETAIL ON SHEET 9)
INFILTRATION SYSTEM A
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM D
(SEE DETAIL ON SHEET 11)
INFILTRATION SYSTEM E
(SEE DETAIL ON SHEET 11)
INFILTRATION SYSTEM B
(SEE DETAIL ON SHEET 10)
INFILTRATION SYSTEM C
(SEE DETAIL ON SHEET 10)
ELECTRICAL,
CABLE, AND DATA
CONNECTION
RESTRAINED JOINTS PER
BARNSTABLE WATER
REGULATIONS (TYP).
SEE DETAIL ON SHEET 16.
WATER
VALVE
(TYP)
SITE LIGHT
(TYP)
EV CHARGERS (1 CHARGER FOR 2 PARKING
SPACES). CONDUITS TO BE COORDINATED
WITH MEP. EV CHARGERS TO BE
PROVIDED BY OTHERS AND COORDINATED
WITH OWNER.
(TYP)
4" CLDIP DOMESTIC WATER
SERVICE CONNECTION
(TYP)
UNDERGROUND
ELECTRIC, CABLE
AND DATA SERVICE
(TYP)
INFILTRATION POND
(SEE DETAIL ON SHEET12)
TRANSFORMER PER EVERSOURCE
REQUIREMENTS. FINAL LOCATION
AND CLEARANCES TO BE
COORDINATED WITH EVERSOURCE.
SEDIMENT FOREBAY
(SEE DETAIL ON SHEET12)
SLEEVED SEWER
LINE
CUT AND CAP
EXISTING WATER
SERVICE AT
WATER MAIN
ELECTRICAL SERVICE TO THE
MAINTENANCE BUILDING
UTILITY WATER CONNECTION. FINAL LOCATION
TO BE COORDINATED WITH ARCHITECT. WATER
TO MAINTENANCE BUILDING IS PROVIDED BY
THE MAIN BUILDING
SEWER FORCE MAIN PER ENVIRONMENTAL
PARTNERS PUMP PLANS DATED MAY 2024
VALVE VAULT PER
ENVIRONMENTAL
PARTNERS PUMP
PLANS DATED
MAY 2024
SEWER MANHOLE, PIPES, AND STUBS
FOR FUTURE CONNECTION PER
ENVIRONMENTAL PARTNERS PUMP
PLANS DATED MAY 2024
PUMP STATION EASEMENT TO BE
FURTHER COORDINATED WITH
THE TOWN AND PUMP DESIGNER
AREA = 928± SF
CONCRETE PAD FOR GENERATOR PER ENVIRONMENTAL
PARTNERS PUMP PLANS DATED MAY 2024
PUMP STATION AND ASSOCIATED
CONNECTIONS, STRUCTURES, GENERATOR,
EASEMENT AND BOLLARD PROTECTION PER
PUMP LAYOUT PLAN BY ENVIRONMENTAL
PARTNERS DATED MAY 2024
SLEEVED SEWER
LINE
FUTURE TOWN SEWER CONNECTIONS PER
ENVIRONMENTAL PARTNERS PUMP PLANS
DATER MAY 2024. FINAL LOCATION AND
DESIGN TO BE FURTHER COORDINATED
WITH THE TOWN OF BARNSTABLE.DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES0 10' 20' 40'
SCALE: 1"=20'
8Utilities PlanGENERAL NOTE:
ALL SEWER NETWORK COMPONENTS TO BE FURTHER
COORDINATED WITH THE TOWN OF BARNSTABLE AND
PUMP DESIGNER PRIOR TO CONSTRUCTION
HYD
VAND
D
D
D
SSSSSSSEV
SEV
DTH 23-1
GWT= 59"
SEV
DTH 23-8
GWT= 76"
SEV
DTH 23-6
GWT= 50"
SEV
DTH 23-7
GWT= 76"
SEV
DTH 23-5
GWT= 76"
PT
IT 23-2
SEV DTH 23-3
GWT= 59"
PT
IT 23-3 STEVENS STREET(VARIABLE W
IDTH PUBL
IC R
IGHT OF WAY)
22.17
24.5024.84
24.82
23.16
23.16
24.07
24.07
24.07
12" HDPE
23 LF
S=1.00%
23.54
23.51
24.49
24.48
24.49
24.49
23.54
23.54
23.78
23.78
24.16
24.16
23.51
23.54
23.36
23.20
23.44
23.20
23.78
23.94
23.27
23.42
24.31
23.78
22.95
22.83 23.12
23.41
23.65
23.4123.26
23.15
23.31
24.34
23.46
23.50
24.49
24.94
23.69
S2424 242222
24 222
121
21
23 232223
242224
24
2424
2422RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
(GFA 54,340 SF)
FFE= 25.00
IN-QP-4
INV IN=20.33(27)
BLDG ROOF DRAIN-2
INV OUT=20.56(27)
DMH-27
(MAINTENANCE MH)
RIM=23.66
INV IN=20.33(2)
INV OUT=20.33(4)
INV OUT=20.33(34)
UNDERGROUND
INFILTRATION SYSTEM
STORMTECH SC-310
6 ROWS X 9 CHAMBERS
54 CHAMBERS TOTAL
(SEE DETAIL ON THIS SHEET)
10" HDPE
MANIFOLD
(TYP)
10" HDPE
INLET PIPE
(TYP)
INSPECTION
PORT
(TYP)
(SEE DETAIL ON SHEET 11)DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESUNDERGROUND INFILTRATION SYSTEM
0 10' 20' 40'
SCALE: 1"=20'
DESCRIPTION
TOP OF UIS STONE ELEVATION
BOTTOM OF UIS STONE ELEVATION
100 YEAR STORM ELEVATION
10 YEAR STORM ELEVATION
2 YEAR STORM ELEVATION
SEASONAL HIGH GWT ELEVATION
UIS
22.10
SOIL EVALUATION TH 23-6
19.77
22.03
20.39
20.01
17.43
9Underground Infiltration SystemNOT TO SCALE
SUITABLE SUB BASE
6" MINIMUM
12" MINIMUM
34"
STORMTECH SC-310 TYPICAL CROSS SECTION
96" MAXIMUM
6" MINIMUM
6" MINIMUM
18" MINIMUM
16"
PAVEMENT
GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6" LIFTS TO MIN 95%
PROCTOR DENSITY FOR WELL GRADED MATERIALS AND
95% RELATIVE DENSITY FOR PROCESSED AGGREGATE
MATERIALS. SEE STORMTECH SPECIFICATIONS FOR
TABLE OF ACCEPTABLE FILL MATERIALS
CHAMBERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS" OR ASTM F2922 "STANDARD SPECIFICATION FOR
POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
NOTES:
1.THIS CROSS SECTION DETAILS THE
REQUIREMENTS NECESSARY TO
SATISFY THE LOAD FACTORS
SPECIFIED IN THE AASHTO LRFD
BRIDGE DESIGN SPECIFICATIONS
SECTION 12.12 FOR EARTH AND LIVE
LOADS USING STORMTECH CHAMBERS.
SEE APPLICABLE STORMTECH
CONSTRUCTION GUIDES AND ALL
APPLICABLE DOCUMENTS FOR
SPECIFIC MATERIAL REQUIREMENTS.
2.SEE LATEST STORMTECH DESIGN
MANUAL FOR CURRENT
REQUIREMENTS.
3.ALL STORMTECH CHAMBERS AND
ASSOCIATED/ ANCILLARY
COMPONENTS MUST BE INSTALLED
PER MANUFACTURER
RECOMMENDATIONS AND THESE
PLANS. CONTRACTOR TO NOTIFY
DESIGN ENGINEER OF ANY
DISCREPANCIES PRIOR TO
INSTALLATION.
ADS 601T GEOTEXTILE
OR EQUAL
3/4"-2" CLEAN, WASHED,
CRUSHED, ANGULAR STONE SC-310 END CAP SC-310 CHAMBER
NOT TO SCALE
STORMTECH 4 INSPECTION PORT DETAIL
STORMTECH
CHAMBER
CLASS "C"
CONCRETE COLLAR
PAVEMENT
12" MIN
CONCRETE SLAB
6" MIN THICKNESS
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) OR
TRAFFIC RATED BOX W/SOLID
LOCKING COVER
CONCRETE COLLAR NOT
REQUIRED FOR UNPAVED
APPLICATIONS
4" SDR 35 PIPE
4" INSERTA TEE
TO BE CENTERED ON CORRUGATION
CREST (SC SERIES)
OR
CORRUGATION VALLEY (MC SERIES)
NOT TO SCALE
2'
STORMTECH SCOUR PROTECTION DETAIL
PLACE MINIMUM 12 1/2' OF
ADS 315ST WOVEN (OR
EQUAL) GEOTEXTILE OVER
FOUNDATION STONE FOR
SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
STORMTECH
PREFABRICATED
END CAPS
MANIFOLD
STORMTECH CHAMBERS
12 1/2' MINIMUM
NOT TO SCALE
BOTTOM OF STONE
ELEV: 19.77
BOTTOM OF CHAMBER
ELEV: 20.27
10" INLET PIPE
INVERT: 20.33
PIPE MUST INLET INTO BOTTOM
OF REGULAR CHAMBERS/ NON
ISOLATOR ROWS
STORMTECH ELEVATIONS
STORMTECH CHAMBERS
SECTION B-B
REGULAR CHAMBERS
FINISHED GRADE
10" INLET MANIFOLD
INVERT: 20.33
INLET MANIFOLD
4' DIA MAINTENANCE
MANHOLE SEE DETAIL
THIS SHEET
INSTALL 4" INSPECTION PORT ON
CHAMBER THAT IS FURTHEST FROM
STORMWATER INFLOW INTO SYSTEM
INFLOW
A
INLET PIPE (TYP)
ONLY INSTALL NUMBER
OF INLET PIPES AS
SHOWN ON PLAN
A
B
STORMTECH
CHAMBERS
NOT TO SCALE
STORMTECH TYPICAL LAYOUT - INFILTRATION
SEE STORMTECH
ELEVATIONS DETAIL
FOR PIPE DIAMETERS
AND INVERTS
B
4'
WEIR
TOP ELEVATION
= 22.10 12" HDPE
INV OUT=20.33
PLAN
SCALE: 1"=2'
EMERGENCY OVERFLOW (DMH-28)
4 DIAMETER MANHOLE
12" HDPE
INV IN=20.33
HYD
VAND
D
170.0'90.0'16.0'10.0'16.0'62.5'SSSSSSEV
DTH 23-8
GWT= 76"
SEV
DTH 23-6
GWT= 50"
SEV
DTH 23-7
GWT= 76"
SEV
DTH 23-5
GWT= 76"
PT
IT 23-2
SEV DTH 23-3
GWT= 59"
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.
MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.
24.31
24.31
23.16
23.16
24.07
24.07
24.07
DB-10
RIM=23.96
INV OUT=21.82()
DB-8
RIM=24.03
INV OUT=21.84()
6" HDPE
8 LF
S=0.00%
8" HDPE
12 LF
S=0.00%
DB-7
RIM=24.40
INV OUT=21.84()
INV OUT=21.84()23.54
25.26
25.26
23.51
24.49
24.48
24.49
24.49
23.54
23.54
23.78
23.78
24.16
24.16
23.51
23.54
23.36
23.44
23.20
23.78
23.94
23.27
23.42
24.31
23.78
23.65
8" HDPE
11 LF
S=0.00%
6" HDPE
13 LF
S=0.00%
24.34
23.46
23.50
24.49
29.30
24.94
26.79
23.69
28 2426
24
24 222523 252229
2723
242524
24
242524
24RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
INFILTRATION SYSTEM A
(SEE DETAIL ON THIS SHEET)
INFILTRATION SYSTEM B
(SEE DETAIL ON THIS SHEET)
INFILTRATION SYSTEM C
(SEE DETAIL ON THIS SHEET)
UNDERGROUND
INFILTRATION SYSTEM
STORMTECH SC-310
6 ROWS X 9 CHAMBERS
(SEE DETAIL ON SHEET 9)
STORMCRETE PRECAST
POROUS CONCRETE
4'W X 5'L SLABS
AREA = 1,360 SF
(SEE DETAIL ON THIS SHEET)
RETAINING WALL
WITH FENCE (TYP)
EMERGENCY
OVERFLOW
FLUSH CURB
SECTION
STORMCRETE PRECAST
POROUS CONCRETE
4'W X 5'L & 2'W X 5'L SLABS
AREA = 1,130 SF
(SEE DETAIL ON THIS SHEET)
STORMCRETE PRECAST
POROUS CONCRETE
4'W X 5'L & 2'W X 5'L SLABS
AREA = 875 SF
(SEE DETAIL ON THIS SHEET)
STORMCRETE RUN-ON ROW
2'W X 5'L SLABS
AREA = 310 SF
(SEE DETAIL ON THIS SHEET)
STORMCRETE RUN-ON ROW
2'W X 5'L SLABS
AREA = 125 SF
(SEE DETAIL ON THIS SHEET)
STORMCRETE RUN-ON ROW
2'W X 5'L SLABS
AREA = 340 SF
(SEE DETAIL ON THIS SHEET)
EMERGENCY
OVERFLOW
FLUSH CURB
SECTION
6" FLUSH HEADER
BETWEEN POROUS
CONCRETE AND ASPHALT.
(TYP)
6" FLUSH HEADER
BETWEEN POROUS
CONCRETE AND ASPHALT.
(TYP)
6" FLUSH HEADER
BETWEEN POROUS
CONCRETE AND ASPHALT.
(TYP)
FLUSH CURB
SECTION
FLUSH CURB
SECTION
EMERGENCY
OVERFLOW
EMERGENCY
OVERFLOW DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESINFILTRATION SYSTEMS A, B & C
0 10' 20' 40'
SCALE: 1"=20'
10Infiltration Systems A, B & CStormcrete Precast Porous Concrete Detail
Emergency Overflow
80.0'14.0'12.0'45.0'SSSSSSSEV
DTH 23-4
GWT= 47"
SEV
DTH 23-2
GWT= 59"
SEV
DTH 23-1
GWT= 59"
SEV
DTH 23-8
GWT= 76"
SEV
DTH 23-6
GWT= 50"
SEV DTH 23-3
GWT= 59"
PT
IT 23-3
24.82
24.31
23.16
22.73
17
.
5
019.5025.26
24.16
23.51
23.54
23.36
23.20
23.44
23.20
23.94
23.27
24.31
22.95
22.83
22.61
23.12
23.41
23.65
23.41
22.79
23.26
23.15
23.31
22.91
22.87
21.27
21.53
22.20
19.12
18.52
23.12
22.82
20.50
20.85
20.46
22.22
19.74
24.34
23.50
26.79
6" HDPE
10 LF
S=0.00%
6" HDPE
10 LF
S=0.00%
6" HDPE
16 LF
S=0.00%
6" HDPE
2 LF
S=0.00%SSSS2
0202
0
18
22
22
24
21
19
21
2325
192121
22 24231924202024 2124181920
20212119 1822232220
19
21
23
20DB-11
RIM=22.87
INV OUT=21.38(52)
DB-9
RIM=23.69
INV OUT=21.78()
SITE
MAP 308 LOT 17
1.49 ACRES
RESIDENTIAL
BUILDING
3 STORY
50 UNITS
FOOTPRINT 18,370 SF +/-
(GFA 54,340 SF)
FFE= 25.00
INFILTRATION SYSTEM E
(SEE DETAIL ON THIS SHEET)
INFILTRATION SYSTEM D
(SEE DETAIL ON THIS SHEET)
UNDERGROUND
INFILTRATION SYSTEM
STORMTECH SC-310
6 ROWS X 9 CHAMBERS
(SEE DETAIL ON SHEET 9)
FLUSH CURB
SECTION
STORMCRETE RUN-ON ROW
2'W X 5'L SLABS
AREA = 90 SF
(SEE DETAIL ON THIS SHEET)
6" FLUSH HEADER BETWEEN
POROUS CONCRETE AND ASPHALT
(TYP)
FLUSH CURB
BREAK
EMERGENCY
OVERFLOW
STORMCRETE RUN-ON ROW
2'W X 5'L SLABS
AREA = 160 SF
(SEE DETAIL ON THIS SHEET)
STORMCRETE PRECAST
POROUS CONCRETE
4'W X 5'L SLABS
AREA = 960 SF
(SEE DETAIL ON THIS SHEET)
EMERGENCY
OVERFLOW
6" FLUSH HEADER BETWEEN
POROUS CONCRETE AND ASPHALT
(TYP)
STORMCRETE PRECAST
POROUS CONCRETE
4'W X 5'L & 2'W X 5'L SLABS
AREA = 450 SF
(SEE DETAIL ON THIS SHEET)
INFILTRATION POND
(SEE DETAIL ON SHEET 12)
SEDIMENT FOREBAY
(SEE DETAIL ON SHEET 12)
CLEANOUT
11Infiltration Systems D & EDiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESINFILTRATION SYSTEMS D & E
0 10' 20' 40'
SCALE: 1"=20'
Leaching Catch Basin Detail
Stormcrete Precast Porous Concrete Detail
SEV
DTH 23-4
GWT= 47"
MAINTENANCE SUMP
5' WIDE PAVED WATERWAY
SEDIMENT FOREBAY
TOP ELEV=21.00
BOT ELEV=17.50
(SEE DETAIL ON THIS SHEET)
POND EARTHEN EMBANKMENT
(SEE DETAIL ON THIS SHEET)
17
.
5
0
INFILTRATION POND
TOP ELEV=21.00
BOT ELEV=18.00
(SEE DETAIL ON THIS SHEET)19.50CURB WEIR
ELEV=19.50
EMERGENCY OVERFLOW
CURB WEIR
ELEV=20.00
22.79
22.91
22.87
21.27
21.53
22.20
19.12
18.52
22.82
20.50
20.85
20.46
22.22
19.74
R-3 RIPRAP
2
0
18
19
21
1922
19
20
2024181920
20212119 18222320
19
21
20MITCHEL
L
S
W
A
Y DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESinfiltration pond
0 5' 10' 20'
SCALE: 1"=10'
SEDIMENT FOREBAY
NOT TO SCALE
SAND FILTER BMP SYSTEM
NOT TO SCALE
SEDIMENT FOREBAY
TOP:(SEE PLANS)
BOTTOM:(SEE PLANS)
TOP OF POND (5' MINIMUM WIDTH)
ELEV: (SEE PLANS)
IF EXISTING SOILS CONTAIN SANDY
OR GRAVELLY MATERIAL, REMOVE 6"
(MIN) AND REPLACE WITH SANDY
LOAM TO FOREBAY SIDES AND
BOTTOM
TOP OF POND (5' MINIMUM WIDTH)
ELEV: (SEE PLANS)
2" EXPOSED
12"
MINIMUM
NOTE:
ALL RIPRAP FOR CURB OUTLET WEIRS TO BE CLASS R-3 UNLESS
NOTED OTHERWISE.
WEIR LENGTH
(SEE PLANS)
12"
MINIMUM
BBA A
NOT TO SCALE CURB OUTLET WEIR
PLAN VIEW NOT TO SCALE
SECTION A-A
NOT TO SCALE
SECTION B-B
NOTE:
ALL CONCRETE CURB WEIRS MUST BE MONOLITHIC. CONCRETE
CURB. WEIRS CANNOT BE MULTIPLE PRECAST CURBS JOINED
IN SEQUENCE.
6"MINIMUM
NOT TO SCALE
6"
CONCRETE CURB TO BE SET ON GRAVEL BORROW SUBBASE IN
ACCORDANCE WITH STATE STANDARD SPECIFICATIONS. GRAVEL
BORROW TO EXTEND MINIMUM 6" BELOW EXISTING TOP/SUBSOIL. ALL
BACKFILL SHALL BE FREE FROM ORGANIC MATERIALS. ALL MATERIAL
PLACED BELOW CURBING SHALL BE COMPACTED TO 95% DENSITY.
CONCRETE CURB WEIR TO BE
SET LEVEL WITH 2" EXPOSED
AND 16" EMBEDDED IN
RIPRAP/GRAVEL BORROWRIPRAP CLASS
(SEE NOTE)
WEIR ELEV: (SEE PLAN)
GRAVEL
BORROW
NATIVE
SOIL
NON WOVEN
GEOFABRIC
(10oz MIN)
NON WOVEN
GEOFABRIC
(10oz MIN)
EXTEND/ BURY
CONCRETE CURB WEIR
TO ALIGN WITH TOP
OF POND ELEVATION,
BOTH SIDES.
EXTEND RIPRAP
UP BOTH SIDES
OF WEIR TO TOP
OF POND
ELEVATION. SEE
PLAN VIEW.
TOP OF POND
CONCRETE
CURB WEIR
TOP OF
POND
CONCRETE CURB
WEIR
TOP OF
POND
NOTES:
1.LIMITS OF INFILTRATION POND MUST BE STAKED OUT AND MUST NOT BE USED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION (NO
CONSTRUCTION TRAFFIC ALLOWED WITHIN POND LIMITS).
2.INFILTRATION PONDS MUST NOT BE USED FOR STOCKPILING, VEHICLE PARKING OR ANY OTHER ANCILLARY STORING OF OBJECTS OR MATERIALS,
TEMPORARY OR PERMANENT, AT ANY TIME.
3.INFILTRATION PONDS MUST BE ADEQUATELY PROTECTED FROM SEDIMENT LADEN RUNOFF DURING CONSTRUCTION.
4.FOLLOWING CONSTRUCTION AND STABILZATION OF ALL UPSTREAM AREAS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ANY AND ALL
SEDIMENT FROM INFILTRATION PONDS. IF SEDIMENT REMOVAL IS REQUIRED THE CONTRACTOR MUST ALSO ROTOTILL THE ENTIRE POND BOTTOM TO
A MINIMUM DEPTH OF 24" AND RE-ESTABLISH TO FINAL DESIGN GRADES AND COVER TYPES.
5.SOILS MUST BE TRACKED INTO PLACE. NO COMPACTION EQUIPMENT ALLOWED.
POND FILL NOTES:
1.IF FILL IS REQUIRED WITHIN THE FOOTPRINT OF AN INFILTRATION POND, CONTRACTOR MUST REMOVE TOP
AND SUBSOILS/ EXCAVATE DOWN TO THE C HORIZON AND BACKFILL WITH SUITABLE MATERIAL THAT HAS
EQUAL OR GREATER INFILTRATION PARAMETERS THAN THE EXISTING SOIL HORIZONS BENEATH. ONSITE
MATERIALS MAY BE USED AT THE DIRECTION OF THE SITE ENGINEER OR GEOTECHNICAL ENGINEER. B
HORIZON OR PART THEREOF MAY BE LEFT IN PLACE FOLLOWING ASSESSMENT AND DIRECTION BY THE SITE
ENGINEER OR GEOTECHNICAL ENGINEER.
2.FILL OPERATIONS MUST BE MONITORED BY THE SITE ENGINEER OR GEOTECHNICAL ENGINEER. CONTRACTOR
MUST PROVIDE ADEQUATE NOTICE PRIOR TO FILLING.
BOTTOM OF POND EXCAVATION MUST BE
MONITORED/ INSPECTED BY SITE
ENGINEER OR GEOTECHINCAL ENGINEER.
CONTRACTOR MUST PROVIDE ADEQUATE
NOTICE FOR INSPECTION.
DESCRIPTION
100 YEAR STORM ELEVATION
10 YEAR STORM ELEVATION
1 YEAR STORM ELEVATION
TOP OF POND ELEVATION 21.00
16.32
19.76
18.43
16.08
TH-23-4
18.00BOTTOM OF POND ELEVATION
SOIL EVALUATION
SEASONAL HIGH GWT ELEVATION
IP
INFILTRATION POND
NOT TO SCALE
100 YEAR STORM ELEV.
10 YEAR STORM ELEV.
1 YEAR STORM ELEV.
SIDE SLOPES AND TOP OF
EMBANKMENTS TO BE 6"
OF LOAM OVER NATIVE
SOIL OR CLEAN
COMPACTED FILL. SEE
NOTES
EMERGENCY OVERFLOW WEIR
ELEV: 20.00
SIDE SLOPES
(SEE PLANS)
TOP OF POND (8' MINIMUM WIDTH)
ELEV: (SEE PLANS)
INFILTRATION POND INLET
ELEV: 19.50
BOTTOM OF POND
ELEV: (SEE PLANS)
SIDE SLOPES
(SEE PLANS)
SUITABLE MATERIAL
BOTTOM AND SIDE SLOPES OF POND TO BE SEEDED WITH NEW
ENGLAND EROSION CONTROL/ RESTORATION MIX (MOIST SITES) BY
NEW ENGLAND WETLAND PLANTS (OR APPROVED EQUAL)
INFILTRATION
POND EARTHEN
EMBANKMENT
(SEE DETAIL)
12Infiltration PondNOT TO SCALE
POND EARTHEN EMBANKMENT
LOW PERMEABILITY CORE
NOTES:
1.LOW PERMEABILTY SOIL CORE TO BE PROVIDED FOR ALL POND EMBANKMENTS
UNLESS AN ALTERNATIVE METHOD IS SPECIFICALLY NOTED ON THE PLANS.
2.LOW PERMEABILITY SOIL CORE TO BE CONSTRUCTED OF A MATERIAL WITH A
MINIMUM OF 30% PASSING THE #200 SIEVE AND A MAXIMUM PERMEABILITY OF
0.00005 CM/S.
3.WELL DRAINED SHELL TO BE GRAVEL BORROW WITH LESS THAN 10% PASSING THE
#200 SIEVE AND MEET THE GRADATION AS SHOWN ON THIS DETAIL.
4.ALL MATERIAL MUST BE FREE FROM DELETERIOUS/ ORGANIC MATTER, INCLUDING
(BUT NOT LIMITED TO) ROOTS, SOD, RUBBLE, SNOW, ICE, RUBBISH ETC.
5.MINIMUM DEPTH OF CUT-OFF TRENCH SHALL BE 4' MEASURED FROM THE LOWEST
ELEVATION OF THE UNDISTURBED EXISTING SURFACE INTERFACE. SEE DETAIL.
6.THE MINIMUM BOTTOM WIDTH OF THE CUT-OFF TRENCH SHALL BE 4', AND WIDE
ENOUGH TO PERMIT OPERATION OF COMPACTION EQUIPMENT.
7.SIDE SLOPES OF THE CUT-OFF TRENCH SHALL BE NO STEEPER THAN 1H:1V.
8.IF BEDROCK IS ENCOUNTERED BELOW THE POND EMBANKMENT THE CUT OFF
TRENCH MY BE MODIFIED AT THE DIRECTION OF A SUITABLY QUALIFIED
GEOTECHNICAL ENGINEER.
9.THE LOW PERMEABILITY CORE AT A MINIMUM SHALL EXTEND UP BOTH ABUTMENTS
TO THE EMERGENCY SPILLWAY ELEVATION.
10.COMPACTION REQUIREMENTS FOR THE SHELL AND LOW PERMEABILITY CORE TO BE
95% OF THE MODIFIED PROCTOR PER ASTM D1557. ALL FILL TO BE PLACED IN
LIFTS NOT EXCEEDING 12".
11.SIDE SLOPE OF POND EMBANKMENT TO BE NO STEEPER THAN THE SLOPES SHOWN
ON THE POND-SPECIFIC DESIGN PLANS WITHOUT WRITTEN DIRECTION FROM THE
DESIGN ENGINEER. IF ANY POND SIDE SLOPE IS STEEPER THAN 3H:1V, SLOPE
PROTECTION MUST BE UTILIZED ON POND EMBANKMENT, WHICH MAY INCLUDE (BUT
NOT BE LIMITED TO) RIPRAP AND/ OR EROSION CONTROL MATS.
12.THE LOW PERMEAILITY CORE MUST BE KEPT FREE FROM STANDING WATER DURING
THE BACKFILL OPERATION.
13.ALL EMBANKMENT INSTALLATIONS TO BE SUPERVISED BY A SUITABLY QUALIFIED
GEOTECHNICAL ENGINEER. SEE 'NOTE TO CONTRACTOR'.
14.ANY PROPOSED DEVIATIONS FROM THIS DETAIL MUST BE DESIGNED BY A SUITABLY
QUALIFIED PROFESSIONAL GEOTECHNICAL ENGINEER AND SUBMITTED TO THE SITE
ENGINEER (AND AHJ WHERE REQUIRED) FOR REVIEW PRIOR TO CONSTRUCTION.
POND EMBANKMENT
HEIGHT "A"
(FT)
TOP WIDTH OF CORE
"B"
(FT)
OVER 7.0
6.0
PER GEOTECH
0-7.0B
1'6" LOAM AND SEED SIDE
SLOPES AND TOP OF
EMBANKMENT (SEE NOTE 11.)
WELL DRAINED
SHELL
SUITABLE EXISTING
MATERIAL4' MIN
4' MIN
LOW PERMEABILITY
SOIL CORE
EXISTING MATERIALS
TO BE EXCAVATED
CUT-OFF TRENCH
EMERGENCY SPILLWAY ELEVATION
POND
EMBANKMENT
WELL DRAINED
SHELL
ANO STEEPER
THAN 1H:1V NO STEEPER
THAN 1H:1V
CUT-OFF TRENCH TO BE NO
STEEPER THAN 1H:1V (TYP)
1
1
1
1
1
1
WELL DRAINED SHELL TO BE GRAVEL BORROW
AND MEET THE FOLLOWING GRADATION:
SIEVE SIZE PERCENT FINER BY WEIGHT
3-INCH
12 INCH
38 INCH
NO. 40
NO. 200
60-100
50-85
45-80
0-45
0-10
NO. 4 40-75
NOTE TO CONTRACTOR: COORDINATE WITH THE OWNER'S GEOTECHNICAL
ENGINEER/ INSPECTOR A MINIMUM OF FIVE DAYS PRIOR TO CONSTRUCTION
OF THE EMBANKMENT, FOR APPROVAL OF PROPOSED CORE MATERIALS,
TESTING COMPANY AND EMBANKMENT INSPECTION SCHEDULE. INTERIM
INSPECTION REPORTS TO BE PROVIDED TO THE OWNER AND DESIGN
ENGINEER AT INTERVALS AS DETERMINED BY THE GEOTECHNICAL ENGINEER.
REMOVE TOPSOIL AND
SUBSOIL (B HORIZON),
FULL EXTENTS OF
EMBANKMENT WORKS
EXISTING
SURFACE
SIDE SLOPES
(SEE PLANS)
MAINTENANCE
SUMP
DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTESGUTTER LINE
BERM SHALL OVERLAP
TRANSITION CURB
3'TRANSITION CURB
6"3"
3' TRANSITION
CURB
NOT TO SCALE
CURB TO BERM TRANSITION
PERSPECTIVE
PROFILE
PLAN
GUTTER LINE
BITUMINOUS
BERM
BITUMINOUS
BERM
OVERLAP
OVERLAP
CURB
CURB
CURB
TRANSITION CURB
6"
BITUMINOUS
BERM
SUMP
8"
8"
NOTES:
1.PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND
STORMWATER.
2.WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER.
3.FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12."
4.FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED.
5.SAWCUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT AND GRINDING TO BE DISPOSED OF IN THE PIT.
6.CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE WAYS, INLETS, AND SURFACE WATERS.
7.MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 95% FULL CAPACITY.
ALL CONCRETE
TRUCKS SHALL
WASHOUT HERE
WASHOUT SIGN
ALTERNATE SECTION
SUMP
8"
USE WHERE MORE THAN ONE ACCESSIBLE SIDE IS NEEDED
3/4" WASHED
STONE
STRAW BALE
10 MIL PLASTIC
LINING
LIMITS OF 10 MIL
PLASTIC LINING
6" THICK 3/4"
WASHED STONE
SLOPE 2.5%
MINIMUM
STAKE
(TYP)
STRAW BALE
(TYP)
LIMITS OF 10 MIL
PLASTIC LINING
NOT TO SCALE
CONCRETE WASHOUT AREA
LIMITS OF 10 MIL
PLASTIC LINING
A
15' MINIMUM
A
PLAN15' MINIMUM10' MINIMUM
6" THICK 3/4"
WASHED STONE 10 MIL PLASTIC LINING SHALL BE ONE
PIECE OR WATERPROOF JOINTS
10 MIL PLASTIC
LINER
STRAW BALE
STAKE (2x4, (2)
PER BALE)
KEY IN
REMOVABLE
LINING
SLOPE 2.5% M
I
N
6" THICK 3/4"
WASHED STONE
SECTION A-A
24"
MINIMUM
NOT TO SCALE
INLET SEDIMENT CONTROL DEVICES
DANDY POP®
OR EQUAL
DANDY SACK®
OR EQUAL
FLEX RODS
THAT POP
OPEN AND
SUPPORT
HIGH STRENGTH
VELCRO CLOSURE
LIFTING STRAPSSTORM
SEWER
GRATE
STORM
SEWER
GRATE
REINFORCED
CORNERS
MANAGEABLE 2'
CONTAINMENT AREA
LIFT STRAPS
OPTIONAL
OVERFLOW
PORTS
DUMPING
STRAPS
STORM
INLET
13Detail Sheet - 1NOT TO SCALE
STOCKPILE PROTECTION
NOTES:
1.ALL STOCKPILES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MASSACHUSETTS
STORMWATER POLLUTION PREVENTION PLAN (CURRENT EDITION).
2.DIVERT ALL STORMWATER AWAY FROM STOCKPILES.
3.SOIL STOCKPILES THAT ARE NOT TO BE USED WITHIN 30 DAYS MUST BE SEEDED AND MULCHED
IMMEDIATELY AFTER FORMATION OF THE STOCKPILE WITH SEED MIX COMPATIBLE WITH THE SOIL
TYPE.
4.STOCKPILE AND SILT FENCE MUST BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER RAIN
EVENTS IN EXCESS OF 12" OF RAINFALL. REPAIR/ REPLACE SILT FENCE (AND STOCKPILE COVERS
WHERE APPLICABLE) AS NEEDED TO KEEP THEM FUNCTIONING ADEQUATELY.
5.SEDIMENT TRAPPED BY SILT FENCES MUST BE REMOVED AND PROPERLY DISPOSED OF WHENEVER
SIGNIFICANT ACCUMULATION OCCURS.
STOCKPILE
SILT FENCE TO
EXTEND AROUND
ENTIRE PERIMETER
OF STOCKPILE 10'
TYP
2 (MAX)
1
NOT TO SCALE
FILTREXX SEDIMENT CONTROL (OR APPROVED
EQUAL)
NOTES:
1.ALL MATERIAL TO MEET FILTREXX(R)
SPECIFICATIONS
2.FILTER MEDIA(TM) FILL TO MEET APPLICATION
REQUIREMENTS.
3.COMPOST MATERIAL TO BE DISPERSED ON
SITE, AS DETERMINED BY ENGINEER
4.STAKES ARE NOT TO BE USED IN PAVEMENT
AREAS.
5.SELF WEIGHT OF FILTREXX SYSTEM IS
ADEQUATE TO PREVENT SYSTEM MOVEMENT
ONCE POSITIONED ALONG AREA SHOWN ON
THE PLANS.
6.CONTRACTOR TO PLACE FILTREXX SEDIMENT
CONTROL OR APPROVED EQUAL AROUND ALL
CURB INLET LOCATIONS AS SPECIFIED ON
PLANS.
2"X2"X36" WOODEN STAKES
PLACED 10' O.C.
FILTREXX(R) SOXX(TM) (12" TYP)
(OR APPROVED EQUAL)
BLOWN/PLACED
FILTER MEDIA
WORK AREA AREA TO BE PROTECTED
SECTION
2"X2"X36" WOODEN STAKES
PLACED 10' O.C.
AREA TO BE
PROTECTED
FILTREXX(R) SOXX(TM)
(12" TYP)
(OR APPROVED EQUAL)
WORK AREA
WATER FLOW
PLAN
12"
MINIMUM
NOT TO SCALE
GRADING AT RETAINING WALL
FINISHED SURFACE
ELEVATION SHOWN
ON PLANS(RETAINING WALL
DESIGN BY OTHERS)
FINISHED SURFACE
ELEVATION SHOWN
ON PLANS
(FENCE/ FALL PROTECTION
IF REQUIRED.
DESIGN BY OTHERS)
INSTALL FREE DRAINING SWALE
BEHIND ALL DOWNSLOPE WALLS
(TOP OF WALL
ELEVATION BY
OTHERS)
(BOTTOM OF WALL/
FOOTING ELEVATION
BY OTHERS)
6'
1
3
1
3
1'
NOT TO SCALE
TEMPORARY DIVERSION CHANNEL
NOTES:
1.CONTRACTOR SHALL MONITOR AND MAINTAIN THE ENTRANCE TO ENSURE THAT IT IS CLEANED AND
FUNCTIONING CORRECTLY TO PREVENT TRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES THAT
EXIT THE SITE.
2.THE MAINTENANCE SHALL INCLUDE TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS
CONDITIONS DEMAND OR AS DIRECTED BY THE ENGINEER. ALL SEDIMENTS SPILLED, DROPPED, WASHED,
OR TRACKED ON THE PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
3.CONTRACTOR PERSONNEL SHALL SUPERVISE EXITING TRAFFIC, CLEAN OFF VEHICLES, AND MAINTAIN
THE SEDIMENT CATCHMENT AREA.
4.ADJACENT ENTRANCE/ EXIT ROADWAYS SHALL BE SWEPT DAILY BY CONTRACTOR.
NOT TO SCALE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/ EXIT PAD
EXISTI
N
G/
P
U
B
LI
C
R
O
A
D
W
A
Y
20'
6" MIN.
50'
1.5"-2" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
SEDIMENT BARRIER
TEMPORARY
SEDIMENT
CATCHMENT
CENTER OF CONSTRUCTION EXIT PAD TO
BE DEPRESSED TO PREVENT DIRT AND
DIRTY WATER FROM LEAVING THE SITE
GRADE TO FLOW
INTO NEARBY
SEDIMENT
CATCHMENT
6"
6"
2 1/4"
10"
6'
7"
3 1/2"
6 1/2"
GUTTER LINE
NOTES:
1.SHALL BE IN ACCORDANCE WITH M.A. STANDARD
SPECIFICATIONS.
2.DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR
OTHER DIRECTION USE OPPOSITE HAND AND INCLUDE A 1/2"Ø x
4" EPOXY COATED DOWEL.
3.EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
4.EXPOSED EDGES TO HAVE A 3/4" CHAMFER.
5/8" Ø x 2 1/4" DOWEL
SOCKET (SEE NOTE 2)
1/2"
9"
1'-6"
NOT TO SCALE
6 PRECAST CONCRETE TRANSITION CURB
NOT TO SCALE
CONCRETE DUMPSTER PAD WITH BOLLARDS AND
FENCE
X X X XX XX X
SEE PLANS
8" PORTLAND
CEMENT
6x6-W2.9xW2.9 WWF STEEL
MAT REINFORCING
PAVEMENT
POUR FLUSH WITH PR
PAVEMENT GRADE
NOTE:
PROVIDE ISOLATION JOINT WHERE CONCRETE
ABUTS A RIGID STRUCTURE.
DUMPSTER
SCREENING FENCE
(SEE DETAIL)
BOLLARD
(SEE DETAIL)
SEE
PLAN
FILL BELOW AND BASE COURSE SHOULD
BE COMPACTED IN 1-FOOT (MAXIMUM)
LIFTS TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY AS DETERMINED
IN ACCORDANCE WITH ASTM D-1557.
12" GRANULAR FILL
OR CRUSHED BLAST
ROCK FILL
SUBBASE COURSE
CONCRETE
FOOTING
3.0'
(MINIMUM)
CONCRETE
FOOTING3"1/4" PER FOOT
(MAXIMUM)
2"
(1 5/8") OD
BRACE RAIL
(OPTIONAL)
WIRE
TENSIONSTANDARDDOMEPOST TOP OPTIONS
END AND CORNER
ANCHOR
RAIL TIE
LINE POST
(ROUND OR "C")TOP AND BOTTOM
FABRIC OPTIONS
TWISTKNUCKLELINE POST CAP
LINE POST TIE
TENSION
HOG
(ROUND LINE POSTS ONLY)
MINIMUM DEPTH
IN: 36"
(TOP SELVAGE
OPTION)
CHAIN LINK FABRIC WITH OPTIONAL SLATS
KNUCKLED
CORNER POST
1.66" [42.2MM]
POST TOP
ROUND END AND
TRUSS ROD
ADJUSTABLE
TENSION BAR
TURNBUCKLE
10'-0" MAXIMUM SPACING
11'-0"
8'-0"
CONCRETE FOOTING WIDTH
TO BE (4)X POST WIDTH
STANDARD-PDS FIN/SLAT 1000
PRIVACY OPTIONS
NOTE:
1. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36".
RING
WIRE
CONCRETE FOOTING
NOT TO SCALE
DUMPSTER SCREENING FENCE DETAIL
CHAIN LINK FABRIC
POST TOP
(ROUND)
CORNER POST
(ROUND)
LINE POST CAP
(ROUND)
LINE POST
(ROUND)
LINE POST TIE
TENSION
WIRE
(OPTIONAL)
MINIMUM DEPTH
IN: 36"
CONCRETE FOOTING WIDTH TO BE
(4)X POST WIDTH
TENSION BAR
TENSION WIRE
(OPTIONAL)
CHAIN LINK FABRIC
TENSION WIRE
8'-0"11'-0"10'-0" MAXIMUM SPACING
KNUCKLED
NOT TO SCALE
FENCE DETAIL
NOT TO SCALE
GRANITE CURB
R=160' MAXIMUM
NOTES:
1.SHALL BE IN ACCORDANCE WITH M.A. STANDARD SPECIFICATIONS.
2.TOP SURFACE TO BE DRESSED BY SAW. REMAINDER TO BE QUARRY SPLIT
3.MINIMUM LENGTH OF STRAIGHT OR CIRCULAR PIECES TO BE 3'-0".
4.CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF 160'-0" OR LESS. STRAIGHT
CURB TO BE USED ON CURVES OF MORE THAN 160'-0" RADIUS.
5.VERTICAL GRANITE CURB MUST MEET OR EXCEED VA4.
6" ±1"
1'-6"
3'.0" MINIMUM
CHAMFER
1/2"
6"
QUARRY SPLIT
1/2"CHAMFER
MECHANICAL
JOINT END CAP
2'
MINIMUM
EXISTING WATER
MAIN TO REMAIN
EXISTING WATER MAIN TO
BE ABANDONED OR
REMOVED AND DISPOSED
SEE PLANS
THRUST BLOCK
(SEE THRUST
BLOCK DETAIL
FOR SIZE)
NOT TO SCALE
WATER MAIN CUT & CAP DETAIL
DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES14Detail Sheet - 2MONOLITHIC CONCRETE SIDEWALK (6 REVEAL)
SECTION
FIXED OBJECT JOINT
NOTE:
1.SEE SITE PLAN FOR SIDEWALK WIDTH AND GRADES.
2.SURFACE TEXTURE SHALL BE A LIGHT BROOMING, TRANSVERSE TO THE LENGTH OF THE WALK. CARE
MUST BE TAKEN TO ENSURE A UNIFORM GRADE, FREE OF SAGS AND SHORT GRADE CHANGES.
3.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES (ADAAG)" BY THE DEPARTMENT OF JUSTICE, CURRENT EDITION.
4.PROVIDE EXPANSION JOINTS AT MAX. 16 FT. O.C. WITH PREFORMED JOINT FILLER AND SEALANT.
5.PROVIDE CONTROL JOINTS AT 5' O.C.
6.MUST BE IN ACCORDANCE WITH THE M.A. STANDARD SPECIFICATIONS, CURRENT EDITION.
12"
3/4" CHAMFER
PAVEMENT
6"
12"
SEE PLANS
4" CEMENT CONCRETE SIDEWALK
WITH 6x6-W1.4xW1.4 WWF (CONCRETE
3000 PSI)
6"
SEE APPLICABLE
JOINT DETAIL
TOOLED JOINT
FINISH
GRADE OR
BUILDING
FACE
8" "SAND GRAVEL" FILL
COMPACTED SUBGRADE
CONCRETE SIDEWALK
(TYP)
1/2"
JOINT SEALANT WITH
1/8" RADIUS (TYP)
FIXED OBJECT
1/2" PREFORMED
JOINT FILLER WITH
ZIP STRIP
1/2"
1/2"JOINT SEALANT WITH 1/8"
RADIUS (TYP)
1/2" PREFORMED
JOINT FILLER
WITH ZIP STRIP 1/2"
CONTROL JOINTEXPANSION JOINT
GRADES PER PLAN
NOT TO SCALE
SLOPE=1:1
PAVEMENT
34" CHAMFER TOOLED JOINT
GRADES PER PLAN
4" CEMENT CONCRETE SIDEWALK
WITH 6x6-W1.4xW1.4 WWF
(CONCRETE 3000 PSI)
8" SAND GRAVEL FILLSLOPE=1:1
5"
6"6"6"
6"
6"
MONOLITHIC CONCRETE SIDEWALK (FLUSH)
SECTION
NOT TO SCALE
TOOLED JOINT
1/3 DEPTH OF CONCRETE
NOT TO SCALE
TYPICAL PAVEMENT SECTION
NOTE:
THIS PAVEMENT SECTION DETAIL REFLECTS ASSUMED MINIMUM REQUIREMENTS
WITHOUT GEOTECHNICAL EVALUATION. FINAL DESIGN TO BE BASED ON GEOTECHNICAL
DATA OF SPECIFIC PROJECT AND DAILY TRAFFIC DESIGN REQUIREMENTS.
STANDARD PAVING
(CAR TRAFFIC)
12" MINIMUM GRAVEL BORROW
WELL-DRAINED SUBGRADE (SUBGRADE TO BE MODIFIED
95% PROCTOR MINIMUM COMPACTION)
2" CLASS 12.5 BITUMINOUS CONCRETE BINDER COURSE (RIDOT
STANDARD HMA MATRIX) OVER PRIME COAT
1 1/2" CLASS 9.5 BITUMINOUS CONCRETE WEARING COURSE (RIDOT
STANDARD HMA MATRIX) OVER TACK COAT
PRIME COAT VERTICAL FACE OF SAWCUT PRIOR
TO INSTALLATION OF NEW PAVEMENT LAYERS.
SUBBASE
COURSE
GRAVEL
BASE
COURSE
MAINTAIN
GUTTER
FLOW
EXISTING
FULL-DEPTH
PAVEMENT
EXISTING SUBGRADE
EXISTING EDGE
OF PAVEMENT
1.0'
CUT-BACK
1.0'
OVER-TRIM
NEW PAVEMENT.
REFER TYPICAL
PAVEMENT SECTION
(SEE DETAIL ON THIS
SHEET)
NOT TO SCALE
PAVEMENT TIE-IN DETAIL
2' RADIUS
6"1'-6"NOTES:
1.SHALL BE IN ACCORDANCE WITH
M.A. STANDARD SPECIFICATIONS.
2.EXPOSED SURFACES TO HAVE A
SPONGE FLOAT FINISH.
3.NO REINFORCEMENT REQUIRED.
4.EXPOSED EDGES TO HAVE A 3/4"
CHAMFER.
GUTTER LINE
6"
6"
SEE NOTE 5
90°
NOT TO SCALE
PRECAST CONCRETE 2 RADIUS CORNER
11/16" BY 2 1/2" DOWEL SOCKETS
SHALL BE FURNISHED AT ENDS OF
ALL CURB SECTIONS TO RECEIVE 1/2"
Ø DOWEL
COMPACTED GRAVEL
(1 1/2" MAXIMUM STONE SIZE)
COMPACTED SUBGRADE
6"
6"
(MINIMUM)
12"
6"
18"
SLOPE
VARIES
2,500 PSI CEMENT CONCRETE IF
CURB IS SET AFTER BINDER
COURSE IS IN PLACE
PROPOSED PAVEMENT
TACK COAT
1" CHAMFER
REINFORCED PRECAST
CONCRETE CURB
6"
(TYP)
12" (MINIMUM)
TREATMENT
VARIES
NOT TO SCALE
PRECAST CONCRETE CURB
NOT TO SCALE
NOTES:
1.SIGN MUST BE PLACED BEHIND APPLICABLE
VAN ACCESSIBLE OR ACCESSIBLE SPACE AS
SHOWN ON SITE PLAN.
2.ACCESSIBLE PARKING SPACES AND SIGNAGE
MUST COMPLY WITH LATEST VERSION OF
THE ADA STANDARDS FOR ACCESSIBLE
DESIGN, THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) OR THE
APPLICABLE STATE/ MUNICIPAL BUILDING
CODE, WHICHEVER STANDARD CONTROLS.
3.THE MAXIMUM HEIGHT OF THE TOP OF THE
HIGHEST SIGN SHALL BE 96".
4.THE MINIMUM HEIGHT OF THE BOTTOM OF
THE LOWEST SIGN SHALL BE 60".
5.THE ABOVE NOTES APPLY REGARDLESS OF
ADA SIGN MOUNTING TYPE (I.E. POLE
MOUNTED, BOLLARD MOUNTED, WALL
MOUNTED ETC)
TYPICAL ACCESSIBLE
PARKING SIGN
ACCESSIBLE
PARKING
PERMIT
REQUIRED
12"12"
18"
60"
MIN
96"
MAX
ACCESSIBLE
VAN
ACCESSIBLE
PARKING
PERMIT
REQUIRED
60"
MIN
NOTES:
1.SHALL BE IN ACCORDANCE WITH M.A. STANDARD SPECIFICATIONS.
2.WHEN ANY OBSTRUCTION LOCATED IN THE SIDEWALK FALLS WITHIN A CROSSWALK AREA, THE WHEELCHAIR RAMP WILL BE PLACED SUCH
THAT THE OBSTRUCTION FALLS OUTSIDE OF THE RAMP.
3.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP TO BE LOCATED OUTSIDE OF THE CROSSWALK, AND IT IS TO BE CENTERED
WHENEVER POSSIBLE.
4.DRAINAGE FACILITIES ARE TO BE LOCATED UP-GRADE OF ALL WHEELCHAIR RAMPS.
5.LOCATION OF WHEELCHAIR RAMPS IS AS SHOWN ON CONTRACT DRAWINGS.
6.IN NO INSTANCE SHALL THE SIDEWALK CROSS SLOPE EXCEED 1:50 EXCEPT WITHIN THE RAMP AREA.
7.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" SHALL BE MAINTAINED.
8.THE WHEELCHAIR RAMP SLOPE AND SIDE SLOPES (TRANSITIONS), MUST NOT EXCEED 1:12. HOWEVER, THESE SLOPES MAY BE FLATTER
THAN 1:12 WHEN WARRANTED BY SURROUNDING CONDITIONS.
9.IN NO CASE, WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED BEHIND THE STOP LINE.
10.THE ENTRANCE OF THE WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY.
11.THE WHEELCHAIR RAMP SHALL BE CENTERED RADIALLY, OPPOSITE THE RADIUS POINT WHEN POSSIBLE.
12.MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 3'-0" (GREATER LENGTHS PREFERRED).
13.ALL REQUIRED CUTTING OF CURB PIECES TO BE PAID FOR UNDER COST OF CURB.
BITUMINOUS OR CONCRETE
SIDEWALK
3" BITUMINOUS OR
4" CONCRETE
BITUMINOUS 4" OR
8" CONCRETE
STANDARD CURB SECTIONS OR WHEELCHAIR
RAMP TRANSITION CURB AS REQUIRED
EDGE OF
ROADWAY
THIGH SI
D
E
TRANSI
T
I
O
N
7'-6"
LOW SI
D
E
TRANSI
T
I
O
N
1:15
MAX
1:15
MAX
1:15
MAX
(6.7%)
1:15
MAX
(6.7%)
1:15
MAX
(6.7
%
)
ISOMETRIC VIEW
WHEELCHAIR RAMP (ADA) NO FLARES
VARIES
VARIES
5'-0"
7'-6"A
1:67
1:67
MINIM
U
M
5'-
0"1:67
6"
CURB
WHEELCHAIR RAMP
TRANSITION CURB
5'-0"
MINIMU
M
PAVEMENT
1:67
GRAVEL BORROW
SECTION A-A
A
6"
VARIES 5'-0" MINIMUMROADWAY
PROFILE GRADE T (FT.)
0.00
0.01
0.02
0.03
0.04
0.05 1:67
1:15
MAX
(6.7
%
)
7.5
9.0
11.0
13.5
19.0
30.0
NOT TO SCALE
1.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES (ADAAG)" BY THE DEPARTMENT OF JUSTICE (CURRENT EDITION).
2.MAXIMUM RUNNING SLOPE ALONG ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 4.5% (0.045 FT/FT),
AND MAXIMUM CROSS SLOPE ACROSS ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 1.5% (0.015 FT/FT).
3.ADA PARKING SPACES AND LOADING AREAS: THE STEEPEST SLOPE OF THE SPACE, MEASURED IN ANY
DIRECTION (INCLUDING DIAGONAL), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). DIPRETE
ENGINEERING GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH
RUNNING AND CROSS SLOPES IN ORDER TO COMPLY.
4.A MINIMUM 5'x5' LANDING MUST BE PROVIDED IN FRONT OF ALL PUBLICLY ACCESSIBLE BUILDING
ENTRANCES/ EGRESSES. THE STEEPEST SLOPE OF THE LANDING, MEASURED IN ANY DIRECTION
(INCLUDING DIAGONAL), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). DIPRETE ENGINEERING
GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND CROSS
SLOPES IN ORDER TO COMPLY.
5.FOR EVERY 6 (OR FRACTION OF 6) ADA PARKING SPACES, AT LEAST ONE MUST BE A VAN PARKING
SPACE. FOR EXAMPLE, IF 7 ADA PARKING SPACES ARE REQUIRED, A MINIMUM OF 2 MUST BE VAN
SPACES.
6.NOTWITHSTANDING THE NOTES LISTED ABOVE, TOWN OR STATE-SPECIFIC STANDARDS MAY BE MORE
STRINGENT AND OVERRULE. IT IS THE RESPONSIBILITY OF THE USER OF THIS PLAN SET TO MAINTAIN
COMPLIANCE WITH THE CONTROLLING STANDARD.
7.NOTE THAT THE GRADING/ PLAN VIEWS AND DETAILS CONTAINED WITHIN THIS PLAN SET MAY NOT
SHOW THE DETAIL NECESSARY TO CONSTRUCT WALKWAYS, RAMPS AND SPACES TO COMPLY WITH THE
ABOVE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE LEVEL OF CARE
NECESSARY TO BE CERTAIN THAT THE CONSTRUCTED PRODUCT MEETS ADA/ CONTROLLING
STANDARDS. IN THE EVENT OF ANY NON COMPLIANCE THE CONTRACTOR MUST NOTIFY THE DESIGNER
BEFORE CONSTRUCTION FOR ADVICE IN FINDING A RESOLUTION.
ADA NOTES
NOT TO SCALE
4" WHITE STRIPING 2'
O.C. AT 45°
TYPICAL ACCESSIBLE PARKING SPACES
8'MINIMUM
SEE SITE PLAN
8' MINIMUM
8' MINIMUM
SEE SITE PLAN
5' MINIMUM
TYPICAL VAN ACCESSIBLE
PARKING SPACE
TYPICAL ACCESSIBLE PARKING SPACE
4" WHITE STRIPING
2' O.C. AT 45°
SEE SITE PLAN
SEE SITE PLAN
NOTES
1. ALL PAINT MUST BE FAST DRYING
TRAFFIC PAINT, MEETING THE
REQUIREMENTS OF AASHTO M248
TYPE F, PAINT MUST BE APPLIED
AS SPECIFIED BY THE
MANUFACTURER.
2. APPLY 2 COATS OF TRAFFIC TYPE
PAINT. APPLY THE FIRST COAT
NOT LESS THAN FIVE DAYS AFTER
THE PLACING OF BITUMINOUS
PAVEMENT. ALLOW FOR MINIMUM
CURE TIME OF 24 HOURS BETWEEN
APPLICATIONS.
3. FOR REDEVELOPMENT SITES, PAINT
COLOR AND SIZE/ STENCILING OF
PAINTED ADA SYMBOL MUST MATCH
ADJACENT SPACES, SO LONG AS
THEY COMPLY WITH THE CURRENT
EDITIONS OF ALL APPLICABLE
STANDARDS AND REGULATIONS.
PAINTED ADA SYMBOL
(REFERENCE MUTCD
FIGURE 3B-22 IN
CONFORMANCE WITH ADA
REGULATIONS)
PAINTED ADA SYMBOL
(REFERENCE MUTCD
FIGURE 3B-22 IN
CONFORMANCE WITH ADA
REGULATIONS)
NOTES:
1.THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND THE PROPOSED UTILITY
SHOULD BE A MINIMUM OF 18".
2.THE HORIZONTAL SEPARATION BETWEEN THE WATER MAIN AND THE PROPOSED
UTILITY SHALL BE A MINIMUM OF 10'.
3.IF 1 OR 2 CAN NOT BE MAINTAINED THE PROPOSED UTILITY IS TO BE ENCASED IN
CONCRETE 12' ON EITHER SIDE OF THE CROSSING.
FINISH
GRADE
5'-0" MINIMUM D.I. WATER MAIN
18"SEWER FORCE MAIN, SEWER
PIPE, OR DRAINAGE PIPE
NOT TO SCALE
UTILITY SEPARATION
GRASSED
AREA
PAVED
AREA
NOT TO SCALE
SEWER TRENCH DETAIL
12"
12"-18"
6"
6"
23 OD
3/4" MINUS STONE BEDDING
BIT. CONCRETE USED FOR PATCHING SHALL
BE TYPE L-1, HOT MIX, COMPACTED 95% TO
A MIN. THICKNESS OF 4" WITH A HAND
OPERATED MECHANICAL VIBRATORY
COMPACTOR
6" LOAM
SAW CUT EXISTING
PAVEMENT & CLEAN
FACE THOROUGHLY
APPLY A COAT OF RAPID
CURING (RC) CUT-BACK
ASPHALT PRIOR TO
PLACING BITUMINOUS
CONC. PAVEMENT
SEWER TAPE ROLLED
ALONG ABOVE PIPE
OPTION COARSE SAND
OR FINE GRAVEL
SUITABLE FOR BACKFILL
TO 6" OVER TOP OF
PIPE COMPACT
THOROUGHLY
SEE PAVEMENT
SECTION DETAIL FOR
BASE AND SUBBASE
DETAIL
"GRANULAR FILL" OR
SUITABLE MATERIAL FROM
EXCAVATION. COMPACT
TO A MIN. OF 95% OF THE
MAXIMUM DRY DENSITY.
NOTES:
1.WIDTH (W) OF TRENCH IS EQUAL TO THE INSIDE DIAMETER OF THE PIPE PLUS 12".
2.SOIL UNDER CRUSHED STONE FOUNDATION SHALL BE UNDISTURBED AND COMPACTED MATERIAL WITH
SEVERAL PASSES OF A VIBRATORY PLATE COMPACTOR.
3.STONE FOUNDATION 3 4" MINUS SHALL BE PLACED 6" UNDER THE PIPE AND UP TO THE PIPE LAID
THEREON, STONE PULLED AGAINST THE PIPE SIDES TO FIRMLY HOLD THE PIPE IN PLACE.
4.3 4" MINUS SHALL BE BROUGHT LEVEL TO THE TOP OF THE PIPE AND OUT TO THE TRENCH WALL AT
THIS ELEVATION FOR ALL PIPE.
5.IF 34" CRUSHED OR WASHED STONE IS USED IN LIEU OF 34" MINUS, STONE BEDDING MUST BE WRAPPED IN
NON WOVEN FILTER FABRIC
3/4" MINUS STONE BEDDING
3/4" MINUS STONE BEDDING
DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES15Detail Sheet - 3VERSA-LOK TYPICAL SECTION-REINFORCED RETAINING WALL DETAIL
NOT TO SCALE
DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS6/4/2024
3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES16Detail Sheet - 4Additional Testhole Information
ESTIMATED SEASONAL
HIGH GROUNDWATER
ELEVATION (*)
TESTHOLE NUMBER
21.72'16.80'DTH 23-1
21.32'16.40'DTH 23-2
Additional Testhole Information
TESTHOLE NUMBER
22.41'17.49'DTH 23-3
21.68'17.76'DTH 23-4
Additional Testhole Information
TESTHOLE NUMBER
23.65'17.32'DTH 23-5
21.63'17.46'DTH 23-6
Additional Testhole Information
TESTHOLE NUMBER
22.57'16.24'DTH 23-7
21.75'15.42'DTH 23-8
SURFACE
ELEVATION (*)
ESTIMATED SEASONAL
HIGH GROUNDWATER
ELEVATION (*)
SURFACE
ELEVATION (*)
ESTIMATED SEASONAL
HIGH GROUNDWATER
ELEVATION (*)
SURFACE
ELEVATION (*)
ESTIMATED SEASONAL
HIGH GROUNDWATER
ELEVATION (*)
SURFACE
ELEVATION (*)
(*) THE ESTIMATED SEASONAL HIGH
GROUNDWATER ELEVATIONS ARE AT
THE LOCATION OF THE TEST HOLE.
ELEVATIONS IN SPECIFIC LOCATIONS
ARE REQUIRED TO BE INTERPOLATED
ETCETCTHYD
VANE
GGGG G WW
WWW
E E EEEEEE
E
E
S
F
M
E E E
WV
WV
UP
55-10
UP
55-9
D
D
D
D
D
UP
428-1
UP
428-2
WV
WV
UP XXXXG
DDDDDDDDDDDDOHW OHW OHW OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWG
G
G
G
G
G
GGG
G G G GGGGGGGG SSSSW W W W W W W W W W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWN14°50'23"W154.05'STEVENS STREET(1965 TOWN LAYOUT - PUBLIC RIGHTOF WAY)HOLMES LANE(40' WIDE PRIVATE RIGHT OF WAY)NORT
H
S
T
R
E
E
T
(PUBLI
C
RI
G
H
T
O
F
W
A
Y)
JOSE P. & CACILDA
MAP 308 LOT 19
N/F
PRISTINE CAPE
COD HOMES, INC.MAP 308 LOT 18
N/F
WEST BAY
PROPERTIES INC.DIRTROADGRANITE CURBASPHALT SIDEWALKSTOCKADE FENCERESIDENTIAL
BUILDING
17,787 SF +/-
MITCHELL WAY
(PUBLIC RIGHT OF WAY)
EXISTING ASPHALT
SIDEWALK TO BE
REPLACED
PROPOSED DUMPSTER
ENCLOSURE
MAINTENANCE
AND BIKE
STORAGE
SITE
MAP 308 LOT 17
1.49 ACRES
6' HIGH FENCE
ALONG BACK
PROPERTY LINE
(TBD)outdoor patio
with fire pit,
bbq grill, bar
tables and
sitting area
LOAM & SEED
(TYP)
PAH
10
8
RR
3
IG
PAH
14
3
HQPAH
22
PAH
107
PL PV
3
PV
10
PAH
7
IG
6
IV
2
2
CSA
PROPOSED
TRANSFORMER
4
PV
3
HA
IC
6
6
HA
12
CXA
8
IG
3
HQ
2
VC
5
IG
CXA
3
4
HQ
IG
5
HA
96
IG
7
CXA
1
VC
4
CXA
6
IC
8
IG
7
PV
3
PL
13
PAH
25
CXA
7
IG
6
CSA
5
HQ
PAH
8IC
9 MA S T A T E P LA
N
E
N
AD 83PLE
A
S
A
N
T
HILL
L
A
N
E
(196
1
T
O
W
N
L
A
Y
O
U
T
PUB
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
CONCRETE BOUND
FOUND/HELD
DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-LARC.DWG Plotted: 6/4/2024DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF 17MASSACHUSET
T
S
ALEXAN D R A C. A
V
ERYNO.1 5 4 4REGI
ST
E
RED LANDSC A P E ARCHITECT5-31-24Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2024 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES0 10' 20' 40'
SCALE: 1"=20'
Landscape PNanPLANTING NOTES:
1.PLANTING MUST CONFORM TO TOWN OF BARNSTABLE, MA LANDSCAPE
REQUIREMENTS.
2.CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BY NOTIFYING DIG-SAFE
1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION OR SITE
PREPARATION AND ANY/OR ALL LOCAL UTILITY COMPANIES AS REQUIRED.
3.CONTRACTOR TO PROVIDE A TWO (2) YEAR GUARANTEE FOR ALL MATERIALS.
CONTRACTOR GUARANTEES THAT PLANTS WILL REMAIN HEALTHY FOR TWO (2)
GROWING SEASONS. CONTRACTOR TO MAINTAIN ALL PLANTING AND LAWNS
UNTIL FINAL PROJECT ACCEPTANCE. GUARANTEE PERIOD TO COMMENCE AT
FINAL ACCEPTANCE. ANY REPLACEMENT PLANTS SHALL BE OF THE SAME SIZE
AND SPECIES AS SPECIFIED WITH NEW GUARANTEE COMMENCING ON THE DATE
OF REPLACEMENT.
4.ALL PLANT MATERIAL SHALL CONFORM, IN ALL RESPECTS, TO THE GUIDELINES
OF "THE AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION,
PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, INC. ALL
PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN UNDER
CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT
FOR AT LEAST TWO (2) YEARS.
5.PLANT SUBSTITUTION SELECTION MUST BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
6.ALL PLANTS TO BE PLANTED SO THAT AFTER SETTLEMENT THEY BEAR THE
SAME RELATION TO THE SURROUNDING GROUND AS TO THEIR ORIGINAL GRADE
BEFORE DIGGING.
7.CREATE SAUCER AROUND INDIVIDUAL PLANTS CAPABLE OF HOLDING WATER.
ALL PLANTS TO BE FLOODED WITH CLEAN WATER TWICE WITHIN THE FIRST 24
HOURS OF PLANTING. ADDITIONAL WATERING SHALL BE MADE AS REQUIRED
TO KEEP PLANTS FROM WILTING AND DRYING OUT UNTIL FINAL ACCEPTANCE.
8.ALL PLANTS TO RECEIVE A MINIMUM OF FOUR (3) INCHES OF MULCH
COMPRISED OF DARK, AGED SHREDDED BARK AND SHALL COVER PLANTING
BEDS AS SHOWN ON DRAWINGS.
9.TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER
PLANTING. NEVER CUT A LEADER.
10.CONTRACTOR TO LOAM AND SEED ALL DISTURBED AREAS USING AN
ENDOPHYTE ENHANCED GRASS SEED MIX AT A RATE OF 5-7 LBS. PER 1,000 SF
OR AS DIRECTED BY TOWN. ANY SOD (TURF) UTILIZED SHALL BE DROUGHT
TOLERANT ENDOPHYTES OR PREDOMINANTLY FESCUE IN CHARACTER.
11.RECOMMENDED DATES FOR PLANTING ARE MARCH 15 TO JUNE 15 AND
SEPTEMBER 15 TO NOVEMBER 15.
12.ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS. ALL
VEGETATION WITHIN SAID AREAS SHALL BE MAINTAINED FREE OF PHYSICAL
DAMAGE CAUSED BY CHEMICALS, INSECTS, DISEASES, LACK OF WATER OR
OTHER CAUSES. DAMAGED PLANTS SHALL BE REPLACED WITH THE SAME OR
SIMILAR VEGETATION ON AN ANNUAL BASIS.
13.LOAM MOVED ON SITE TO BE STOCKPILED AND RETAINED AND TO BE USED AS
REQUIRED FOR THE LANDSCAPE DESIGN. LOAM SHALL NOT BE MIXED WITH ANY
UNSUITABLE MATERIALS OR SUBSOIL. EXCESS LOAM TO REMAIN ON THE
OWNER'S PROPERTY AND ONLY REMOVED WITH THE OWNERS PERMISSION. NEW
LOAM SHALL BE FRIABLE, FERTILE, MEDIUM TEXTURED SANDY LOAM THAT IS
FREE OF TOXIC MATERIALS FOR HEALTHY PLANT GROWTH AND SURVIVAL.
LOAM SHALL BE FREE OF MATTER 1" OR GREATER IN DIAMETER AND WHEN
TESTED SHALL HAVE A PH BETWEEN 5.5 AND 7.5. CONTRACTOR TO PROVIDE 8
INCHES OF GOOD QUALITY, LOAM AND/OR REUSE EXISTING LOAM TO PROVIDE A
MINIMUM 6 INCH DEPTH.
14.ANY DISTURBED AREA DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL STATE BY THE CONTRACTOR BEFORE COMPLETION OF THE PROJECT.
15.IRRIGATION BY OTHERS.
16.LIGHTING PHOTOMETRICS/DESIGN BY OTHERS.
17.THIS PLAN IS FOR LANDSCAPE PLANTING ONLY.
DO NOT CUT LEADERREMOVE
ALL DEADWOOD
(DO NOT REMOVE
ANY VEGETATION)
TREE PER PLAN
REMOVE ALL NURSERY
PROTECTION DEVICES
PRIOR TO PLANTING
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
1/3 OF ROOTBALL
ROOTBALL ON
UNDISTURBED
SUBGRADE
KNOT
GUY WEBBING
GUYING DETAIL GUY WEBBING
ATTACHED NO HIGHER
THAN 1/2 AND NO
LOWER THAN 1/3 THE
HEIGHT OF THE TREE
MOUND WITH
EXCAVATED SOIL
TO 3" ABOVE
FINISHED GRADE
PLANT TREE AT
DEPTH EQUAL TO
2" LESS THAN THE
DISTANCE FROM
BOTTOM OF ROOTBALL
TO ROOT COLLAR
BACKFILL
WITH LOAM
3" PINEBACK MULCH
(UNLESS OTHERWISE
NOTED ON PLANS)
2"x2" HARDWOOD
STAKES (TYP.)
HEIGHT VARIES
DRIVE 3'-0" INTO
GROUND OUTSIDE
ROOTBALL
NOT TO SCALE
LARGE TREE STAKING AND PLANTING DETAIL
(2" CALIPER AND GREATER)
NOTE: IF THERE ARE ANY VARIATIONS BETWEEN
THE DETAIL AND TOWN REQUIREMENTS, TOWN
REQUIREMENTS SHALL BE FOLLOWED.
SPREAD ROOTS OVER
UNDISTURBED SUBGRADE
GENTLY HAND LOOSEN
SOIL FROM AROUND
ROOTBALL WITHOUT
SEVERING MAIN ROOTS
PLANT SHRUB AT
DEPTH EQUAL TO 2" LESS
THAN THE DISTANCE FROM
BOTTOM OF THE ROOTBALL
TO THE ROOT COLLAR
MOUND WITH
EXCAVATED SOIL
TO 3* ABOVE
FINISHED GRADE
REMOVE ALL DEADWOOD
(DO NOT REMOVE
ANY OTHER
VEGETATION)
SHRUB PER PLAN
BACKFILL
WITH LOAM
3" PINEBARK MULCH
(UNLESS OTHERWISE
NOTED ON PLANS)
NOT TO SCALE
CONTAINER GROWN SHRUB PLANTING DETAIL
NOTE: IF THERE ARE ANY VARIATIONS BETWEEN
THE DETAIL AND TOWN REQUIREMENTS, TOWN
REQUIREMENTS SHALL BE FOLLOWED.
KNOT
GUY WEBBING
DO NOT CUT LEADER
BACKFILL
WITH LOAM
0.8"(MAX.)
TREE PER PLAN
REMOVE ALL DEADWOOD
(DO NOT REMOVE
ANY OTHER VEGETATION)
GUY WEBBING
ATTACHED NO HIGHER
THAN 1/2 AND NO
LOWER THAN 1/3 THE
HEIGHT OF THE TREE
MOUND WITH
EXCAVATED SOIL
TO 3" ABOVE
FINISHED GRADE
PLANT TREE AT
DEPTH EQUAL TO
2" LESS THAN THE
DISTANCE FROM
BOTTOM OF
THE ROOTBALL TO
ROOT COLLAR
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
1/3 OF ROOTBALL
2"x2" HARDWOOD
STAKES (TYP.)
HEIGHT VARIES
DRIVE 3'-0" INTO
GROUND OUTSIDE
OF PLANTING PIT
ROOTBALL ON
UNDISTURBED
SUBGRADE
3" PINEBARK MULCH
(UNLESS OTHERWISE
NOTED ON PLANS)
GUYING DETAIL
2 X ROOTBALL
DIAMETER (MINIMUM)
NOT TO SCALE
EVERGREEN TREE PLANTING DETAIL
(4'-0" HIGH AND GREATER)
NOTE: IF THERE ARE ANY VARIATIONS BETWEEN
THE DETAIL AND TOWN REQUIREMENTS, TOWN
REQUIREMENTS SHALL BE FOLLOWED.
PERENNIAL/
ORNAMENTAL GRASS
PER PLAN
MOUND WITH
EXCAVATED SOIL
TO 3" ABOVE
FINISHED GRADE
BACKFILL
WITH LOAM
GENTLY HAND LOOSEN
SOIL FROM AROUND
ROOTBALL WITHOUT
SEVERING MAIN ROOTS
2" PINEBARK MULCH
(UNLESS OTHERWISE
NOTED ON PLANS)
PLANT GRASS AT
DEPTH EQUAL TO
THAT WHICH THE
PLANT WAS GROWN
IN THE NURSERY
SPREAD ROOTS OVER
UNDISTURBED SUBGRADE
NOT TO SCALE
PERENNIALORNA/ENTAL GRASS PLANTING DETAIL
NOTE: IF THERE ARE ANY VARIATIONS BETWEEN
THE DETAIL AND TOWN REQUIREMENTS, TOWN
REQUIREMENTS SHALL BE FOLLOWED.
QR
1IG
4
CSA
6
BN
3
IV
6
AC
6
4
CXA
11
PAH
3
SR
QR
1
4
PAH
4
IG
1
KL
AG
2
QR
1
123
AU
12
LS
72
AU
RA
160
2
QR
2
AR
QR
2
BN
1
RA
80
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL
TREES - SMALL
AG 2 Acer ginnala 'Flame'Flame Amur Maple B&B 10` HT MIN
AC 8 Amelanchier canadensis Canadian Serviceberry Multi-trunkB&B 10` HT MIN 1.5" CAL MIN
CLC 8 Crataegus laevigata `Crimson Cloud`Crimson Cloud Hawthorn B&B 10` HT MIN 1.5" CAL MIN
MV 1 Magnolia virginiana Sweetbay Magnolia B&B 10` HT MIN 1.5" CAL MIN
SR 3 Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac B&B 10` HT MIN 1.5" CAL MIN
TREES - TALL
AR 2 Acer rubrum 'October Glory'October Glory Red Maple B&B 14` HT MIN 3" CAL MIN
BN 4 Betula nigra 'Cully'Heritage River Birch Multi-trunk B&B 14` HT MIN 3" CAL MIN
QR 9 Quercus rubra Red Oak B&B 14` HT MIN 3" CAL MIN
TC 1 Tilia cordata 'Greenspire'Greenspire Littleleaf Linden B&B 14` HT MIN 3" CAL MIN
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE FIELD2
GRASSES
CXA 55 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass2 gal
PV 29 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass 2 gal
PAH 98 Pennisetum alopecuroides 'Hameln'Hameln Fountain Grass 2 gal
SHRUBS - LARGE
KL 3 Kalmia latifolia 'Snow Drift'White Mountain Laurel 36-42" HT
SHRUBS - MEDIUM
CSA 14 Cornus sericea 'Artic Fire'Artic Fire Red Twig Dogwood 24-30" HT
HA 18 Hydrangea arborescens 'Incrediball'Incrediball White Hydrangea 24-30" HT
HQ 16 Hydrangea quercifolia 'Sike's Dwarf'Sike's Dwarf Oakleaf Hydrangea 18-24" HT
IC 29 Ilex crenata 'Helleri'Heler Japanese Holly 18-24" HT
IG 59 Ilex glabra 'Compacta'Compact Inkberry 24-30" HT
IV 8 Ilex verticillata Winterberry 24-30" HT
PL 13 Prunus laurocerasus 'Otto Luyken'Otto Luyken English Laurel 24-30" HT
RR 8 Rosa x 'Radcon'Pink Knock Out® Rose 18-24" HT
VC 3 Viburnum trilobum American Cranberrybush 24-30" HT
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT FIELD2 SPACING
SHRUB AREAS - SMALL
AU 480 Arctostaphylos uva-ursi Kinnikinnick 4" pot 12" o.c.
RA 240 Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 2 gal 36" o.c.
GROUND COVERS
LS 124 sf Liriope spicata 'Big Blue'Big Blue Creeping Lilyturf 1 gal 18" o.c.
PT 184 sf Pachysandra terminalis Japanese Pachysandra 4" pot 8" o.c.
PLANT SCHEDULE
PT
291
141
PT
QR
1
KL
1
1
CLC
23
LS
3
LS
1
KL
QR
1
AU
162
CLC
1
1
CLC
CLC
2
CLC
2
CLC
1
1
TC
1
MV
64
AU
21
LS
59
AU