Certificate of Appropriateness Town of Barnstable
Old King's Highway Historic District Committee
t 200 Main Street, Hyannis, Massachusetts 02601 S
""a• Telephone (508) 8624787, Email ern ce mLcmatou•n bamittshlc teams
APPLICATION FOR CERTIFICATE OF APPROPRIATENESS
Applicobon a hereby mode, wtlh six (6) complete, coloml .vis. for dw iaaamae of a (:trbflcate or Appmlaiiaarew under Sectitat 6 of Chaplcr 471),
Acb and Rcmlvo of Maaaaclaactts, 1973, for proposal work as dsserihed below and on plana, drawings, or photographs sccorlpeuyhig this
:g 1kiili°n for.
Date 03. 17.2022 Map alk Pared �23h005W W
Property Owner Cape Cod Community College phow 508.362.2131
s1roel nadress 2240lyaunough Road En" ccluk',a'rapa:oslaht
ViOegc Weslym oug
Moiling address 22401tttlnouhRooal Walt 13omalabk MA Srpaamro
AgentlColdracterSoIcetEnergy Ilion sms9a-3511
Agau Addic.n 8911aydta Sftel , Hop ' lon, MA01748 Iinwil bplokiasrmaotoctcom
�grm Cipgmidrm QM�.C.'
If approved, the Certhicatc of Approprlate s expires one year from the stamped approval date or upon the explratMn of a Building
Permit, whichever date shall be Wer. A one year extension may be requested, in w-ritiu6, to the Old lGog' s Highway Admioistratice
Aasirtrnt at 2011 Main Street, Hyannis, MA 02601 . Thin request must he received prior to the date of eypi atioa
Them is a 10 day appal period pins a four day waiting period for all applications after which time your approval paperwork will be
available for pickup and building permit slgn-0oft. AO applleations aresubject to mewing any applicable building aide requirement.
❑ Ncwl3uild Addili( kwkall caaj%u that apply ❑ Residential
Budding ('°rolructiaar
Type ofnunding ❑ House ❑ Garage ❑ Bam ❑ Shed ❑ Otlaer
Project ❑ Roof ❑ Windows/Doors ❑ Sjdutg+Paiaigg ® Solar ❑ Other
LoodscapeFature Fence ❑ Wall ❑ Flag Pole ❑ Pool ❑ Other.
Signs ❑ New Sign ❑ Replace Sign ❑ Reim int Sign ❑ Other
Description of Propa+ed Work L stadj tion of Solar Parking Canopy behind existing solar in Puking Lot 12. .
DENIED
for Committee use only Thb CertMnte iR hereby APPROVED
I ty a vMe or lit
Membersrignalures
Conditions of Approval
�- V
CERTIFICATE OF APPROPRIATENESS - SPEC SHEET
CHIMNEY Material Color
Color
ROOF Make & style ---- ----------------- ------ '
Roof Pitch (s) — (7/12 minimum) I I
(sped on plans for new building & major additions)
Color
GUTTER TvnelMaterial
WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS
Window/Door Trim material Wood -----------------i Otherspec --------______-_---__"_____.--------_------___--------
_
Size of cornerboards ; j Size of casings 1X4 min Color
--------------------
----- ------- —
a —
st 2n Member Depth of overhang '
Rakes I member ; � '
----------- ;
Material Color ;
Windows: Make/Model 1 ------------Ir I
----
Window Grills Divided Light Exterior Glued GrilISP IGrills Between Glass
Removable Interior Grills No Grills Gr 11 Pattern -----_-------------
Doors: Style & Make .----------------------- Material ------- Color L-----
Garage doors: Style -____ _--____� SizeoYope❑ing �__________ ________ Material [___-_______-______,
Color ------ '
Shutters: Type & Style L ------------ -----------------' Material L----------------- Color L ------ ------'
Make & Model
Skylights: TYpc F — — ---------- -------- ----
- -----'
--- ------ -------- ------ -------
------------------ Color
Material Size
SIDING Type Clapboard ' Shingle ; Other t-- - ------------- -------------
.......... -------
-----------
Material Red Cedar --, White Cedar Other L___, -----------------------
Paint Color L ----------- --------- —
------------ (max 12 ' exposed)
FOUNDATION Type
DECK Material ; Color
------
�------------------� - �--------'-------------------- Color
SIGNS Size ; Materials ;
---------- -- ------------------ I
---------------
: - -
Color
FENCE Typem -- -
------------- ------ ------- ------- ------- ------- ---------
- - Length 1
Material --------'
------------------------------------------------------------ '
RETAING WALL Description L------------------- --- --------- ------- -------------------- --------------- -------
r---------------------------
------r--------------------------- ------- -------------- ------ ------ ------ -------
LIGHTING Type and location (free standing 1
affixed to structure, illuminated)
CHECKLIST — CERTIFICATE OF APPROPRIATENESS
Please complete the Checklist that is applicable to your project.
Submit six (6) complete colored sets, unless otherwise noted
FEES
Filing Fee according to fee schedule, please make checks payable to the Town of Barnstable
,.. Legal Ad fee, in the amount of $19.84, made payable to the Town of Barnstable
First Class Postage Stamps for abutter notification. Please contact Barnstable Old King's Highway Office for correct count
ALTERATIONS (new paint color, change ofsiding material, roofing, windows, doors, shutters, etc)
Application for Certificate of Appropriateness
Spec Sheet, brochures and color samples
_._ Plans of building elevations/photographs, ONLY if there is a change to the location and size of the window (s) or
Door (s).
MINOR ADDITIONS (decks, enclosing a porch, sheds (over 120 sq/t)
Application for Certificate of Appropriateness,
,,. Spec Sheet, brochures and color samples
Site Plan, ONLY if there are changes to the footprint (see site plan criteria below)
A site plan drawn on a mortgage survey plan or GIS map may be used for minor additions, UNLESS the porch, deck, pool, or
Shed etc. is close to lot lines, zoning setback lines, or other buildings, in which case a certified site plan must be submitted
Photographs of all building elevation affected by any proposed alterations
Plans 2 full scale plans, plus 4 copies of the plan at reduced scale to fit 8.5x11 or I1 x17 paper
Company brochure of manufacturers shed or to-scale sketch or affected structure or building elevations
ASSESSORY STRUCTURES, NEW/ALTERED (fences, new stonewalls, changes to retaining walls, pools etc)
._. Application for Certificate of Appropriateness
.,, Spec Sheet, brochures &/or diagram
Site Plan (see site plan criteria below)
Photographs of any existing structure that will be affected by the change
814M (complete sign supplement)
Rendering of the proposed sign, showing graphics, dimensions, design and height of post, color, and materials
Site Plan on GIS map or mortgage survey, or photographs, or to-scale sketch of building elevation showing location of
Proposed sign; and any tree to be removed near a freestanding sign (see below for site plan criteria)
SOLAR PANELS (complete solarpanel supplement)
Drawing of locations of panels on house showing roof and panel dimensions
.._, Site Plan showing location of building on property (see site plan criteria below)
SITE PLAN CRITERIA
_.__ Name of applicant, street location, map and parcel
Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates
North arrow, written and drawn to scale
____ Changes to existing grades shown with one-foot contours
Proposed & existing footprint of building and/or structures, and distance to lot lines
Proposed driveway location
Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system
____ Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc)
NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING
CHECKLIST - CERTIFICATE OF APPROPRIATENESS
Submit Six (6) complete colored sets, unless otherwise noted
.__.. Application for Certificate of Appropriateness
„_._. Spec Sheet, brochures or diagram
Site Plan
Name of applicant, street location, map and parcel
Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates
North arrow, written and drawn to scale
Changes to existing grades shown with one-foot contours
Proposed & existing footprint of building and/or structures, and distance to lot lines
...... Proposed driveway location
_ Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system
_ Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc)
,__._. Building Elevations
Plans at scale of % ' = 1 foot; a written drawn scale
Plans at a reduced scale to fit 8.5"x11 or l 1x17 paper
Name of applicant, street location, map and parcel
Name of Building Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates.
*All new house or commercial building plans must have an original signature and stamp, if any, by a registered
Architect, member of AIBD, or a licensed Massachusetts Home Improvement Contractor, unless this requirement is
waived by the Old King's Highway Historic District Committee.
A written and bar drawn scale
Elevations of all (affected) sides of the building, with dimensions including height from the natural grade adjacent to the
Building to the top of the ridge; location and elevation of finished grade, roof pitch (s) dormer setbacks; trim style, windo w
And door styles. Changes to existing building must be clouded on drawings.
Window schedule on plans
...,,, Landscape Plan (drawn on a certified perimeter plan containing the following)
__ Name of applicant, street address, assessor's map and parcel number
_ Name, address, and telephone number of the plan preparer, plan date, & date of revisions
The location of existing and proposed buildings and structures, and lot lines
Natural features of site (i.e. rock outcroppings, streams, wetlands, etc)
----- Existing buffer areas to remain
Location and species of trees and plants
Driveway, parking areas, walkways, and patios, indicating materials to be used
_____, Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems
For removal ofstone walls, you mustfile a demolition application
__ All proposed exterior lighting and signs
Sketch or Photos of adjacent properties
_ A sketch (s) to scale or photographs of nearby adjacent buildings, where present, along both sides of the street frontage,
___ Showing the proposed new house or commercial building in scale and in relationship to the existing buildings.
Please discuss with staff ifyou do not think this is relevant to your application.
Photographs of all sides of existing buildings to remain or being added to
Existing building, foot print
Building 1 (sq. ft.) Building 2 (sq. ft.)
Exiting building, gross floor area, including area of finished basement
Building 1 (sq. ft.) Building 2 (sq. ft.)
New Building or addition, foot print
Building 1 (sq. ft.) Building 2 (sq. ft.)
New Building or addition, gross floor area, including area of finished basement
Building 1 (sq. ft.) Building 2 (sq. ft.)
Plan preparer, signature and date
SOLAR PANEL SUPPLEMENT
STRUCTUREONE - -
STRUCTURE TYPE Home -. Garagc Elm � . !
Parking Canopy
ELEVATION PLACEMENT Lot 12
North 1.101_i South ..... East ;x: West , X
ROOF MEASUREMENTS
Length ,-_-_-__•_•_-_-_-_-; Height ; IG7i —_' 1721Nt' Pitch : 2lle�a+e _-
SOLAR PANEL MEASUREMENTS
Lc UrL J Depth : 1 .3g'_--- Width ; -- if
SOLAR PANEL TYPE & FINISH
Color lack _-- t Finish (matte or glossy)
; Gbh,. . . . . . _ . ;
STRUCTURETWO
STRUCTURETYPE Home Garlgc �- Rarn
ELEVATION PLACEMENT
NorthSouth ; • I F.asl ; • Wcsi ` -- -'
ROOF MEASUREMENTS
Length -
--- -- -------- Height : i Pitch ........... ...... .. .:
SOLAR PANEL MEASUREMENTS
Length Dcpth ' Width
SOLAR PANEL TYPE & FINISH
Type Roof Moused i_-j Ground Mourned ;--? Canopy/Carport System ;..:
olor : Finish (matte or gbsV)
Solar Company Sales EncT ry
ILa>
Solar represeataticc Robvl S. Plotiu � Sea-Stb-7b19
liial t4wo S�Mhu�
Date UYt7,r=
i
SIGN SUPPLEMENT
PROJECTTYPE
New Minor Change to Existing Sign
Replace Existing Color Replace Existing Sign with New
MOUNTING TYPE
Post Mount
Post Mount Installation Type Surface Installation Direct Burial Installation
- -'---------------'-'-------
;
Wall/Surface Mount Mounting type I
-----------------------------
Flmrstinn sffixitid tn PH -
-------------------------------------------�
ASTHETICS
•---------------------------------------- — ;
Sizej j Material j
..... ---- --------- ------
Lettering (style) Color
`-----------------......"--------------'--' `----------------------------'----------
Color
Post/Mount Material j
---------------------------------------
--------------------------' ---------- --------- ------
.--, ;
Red ght t C h H I �I n hl F r r3
--------------------------------------------. ___. .___.
LIGHTING
Will the sign be lit Yes No
----------- ----------- ------- ------- - - ------------ -- ------
Type of Lighting
-----------
------------------------- --------
Placement of Lighting
IL ------- ------- ------------ ------------------- - - - - - --------- -- ----
ADDITIONAL INFORMATION
i♦ rr-
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404
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i
132
WEST BARNSTABLE, MA 02668
215021
NICKULAS, LARRY D
PO BOX 507
Property ID:
HYANNIS, MA 02601
215023
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
15 NORTHEAST INDUSTRIAL RD
BRANFORD, CT 06405
215027001
MASSACHUSETTS, COMMONWEALTH OF
C/O GLOBAL MONTELLO GROUP ATTN TAX
Property ID:
100 CAMBRIDGE STREET
BOSTON, MA 02202
215027003
MASSACHUSETTS, COMMONWEALTH OF
DEPT OF PUBLIC WORKS
Property ID:
WEST BARNSTABLE, MA 02668
216039001
VECCHI, PAUL F & JENNIFER E
1955 MAIN STREET
Property ID:
WEST BARNSTABLE, MA 02668
216040
BLAIR, PATRICIA
1951 MAIN STREET
Property ID:
WEST BARNSTABLE, MA 02668
216042
HAMM, THOMAS M & GREGORY P
P O BOX 13
Property ID:
WEST BARNSTABLE, MA 02668
216043
PLIKAITIS, WILLIAM D & PLIKAITIS, ROBERT
PO BOX 280
Property ID:
WEST BARNSTABLE, MA 02668
216044
PLIKAITIS, ROBERT & WILLIAM
2355 IYANNOUGH ROAD
Property ID:
89 CONCORD LN
OSTERVILLE, MA 02655
216045
PRESBYTERIAN CHURCH OF C C
C/O REV WENDELL L ROCKEY
Property ID:
WEST BARNSTABLE, MA 02668
216046
PLIKAITIS, ROBERT A & WILLIAM D
PO BOX 230
Property ID:
991 OAK STREET
WEST BARNSTABLE, MA 02668
216047
WELCH, MICHAEL L SR & TERESA M TRS
WELCH FAMILY TRUST
Property ID:
COLUMBUS, OH 43219
216076B00
JPMORGAN CHASE BANK NA
3415 VISION DRIVE
Property ID:
COLUMBUS, OH 43219
216076W00
JPMORGAN CHASE BANK NA
3415 VISION DRIVE
Property ID:
HYANNIS, MA 02601
236005B00
MASSACHUSETTS, COMMONWEALTH OF
2240 ROUTE 132
Property ID:
BOSTON, MA 02202
236005W00
MASSACHUSETTS, COMMONWEALTH OF
100 CAMBRIDGE STREET
Property ID:
Cape Cod Community College Tree Plantings to Cover Street View
Canadian Hemlocks
Salt Resistant – Dwarf
False Cypress Trees to
Protect Canadian
Hemlock
Cape Cod Community College Tree Plantings to Cover Street View
Canadian Hemlock Dwarf False Cypress
(35-45 Ft H 20 Ft W) (10 Ft H 6 Ft W) Salt Resistant
SITEPURLINS ARE TO BE FINISHED AS FOLLOWS:2.
STEEL FABRICATION NOTES
HOT DIP GALVANIZING G90 PER ASTM 653A.
COLUMNS AND CROSSBEAMS ARE TO BE FINISHED AS FOLLOWS:3.
HOT DIP GALVANIZING PER ASTM 123A.
NUTS, BOLTS & WASHERS4.
HOT DIP GALVANIZING PER ASTM 153A.
FOR TOUCH UP AND CLEANING5.
USE SOLVENTS OR MECHANICAL CLEANING METHODS THAT COMPLY WITH THE STEEL STRUCTURES PAINTING COUCILS (SSPC)A.
WIRE BRUSH CLEAN WITH SOLVENTS RECOMMENEDED BY FINISH MANUFACTURER AND TOUCH-UP WITH SAME FINISH SYSTEMS
DESCRIBED ABOVE
B.
ALL STEEL FABRICATED FOR THIS PROJECT IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (A.E.S.S.)1.
IN COLD WEATHER CONDITIONS PLEASE NOTE THAT COMPLETION OF SOME TEMPERATURE
DEPENDENT WORK MAY BE DELAYED UNTIL TEMPERATURES REACH 45 DEGREES F AND RISING. THIS WORK MAY INCLUDE:
1.
COLD WEATHER NOTES
BASE PLATE GROUTINGA.
PARGINGB.
LINE STRIPINGC.
TOUCH-UP PAINTINGD.
0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"
SCALE
DWG NO.
DESIGNED BY :
DRAWN BY:
CHECKED BY :
APPROVED BY :
COPYRIGHT
PARASOL STRUCTURES,
2022
ALL RIGHTS RESERVED.
Consulting Engineers
KPFF Job # :
3131 Camino Del Rio North, Suite 1080
San Diego, California 92108
(619) 521-8500 Fax (619) 521-8591
PROJECT # :
THIS DRAWING AND ALL THE INFORMATION
CONTAINED HEREIN IS THE INTELLECTUAL
PROPERTY OF PARASOL STRUCTURES.,
AUTHORIZED FOR THE SOLE USE OF THE
PROJECT LOCATED AT ADDRESS BELOW.
AND LIMITED TO THE SCOPE OF WORK
CONTRACTED WITH PARASOL STRUCTURES. THIS
DRAWING MAY NOT BE COPIED, REUSED,
DISCLOSED, DISTRIBUTED OR RELIED UPON FOR
ANY OTHER PURPOSE WITHOUT THE WRITTEN
CONSENT OF PARASOL STRUCTUES.
NEW YORK BOSTON
WWW.PARASOLSTRUCTURES.COM
IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE
0000000
22002
CAPE COD COMMUNITY COLLEGE2240 IYANNOUGH RDWEST BARNSTABLE, MA 02668PROJECT LOCATION & DRAWING LISTOKHHC PERMIT SET3/17/22PARASOL
AK
KPFF
KPFF
PV-000
SHEET
NUMBER SHEET NAME 3/17/2022 OKHHC PERMIT SET PV-000 PROJECT LOCATION & DRAWING LIST ●
PV-020 FOUNDATION LAYOUT - SITE PLAN ●
PV-021 PV LAYOUT - SITE PLAN ●
PV-300 CANOPY SECTION ●
GENERAL SITE CONSTRUCTION NOTES
1. PRIOR TO THE START OF CONSTRUCTION, THE SITE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZE/ AND DIMENSION OF ALL UTILITIES IN AREA WHERE WORK IS TO BE
PERFORMED. SUBCONTRACTOR AND/OR PARASOL ASUMES NEITHER THE RESPONSIBILITY FOR THE LOCATION OF ENCASED AND/OR HIDDEN UTILITIES SHOWN NOR THE LACK THEREOF.
2. ANY DISCREPANCIES IN REFERENCE, COORDINATES, ELEVATIONS, EXISTING DIMENSIONS, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF PARASOL AND/OR OWNER'S
REPRESENTATIVES BEFORE PROCEEDING WITH WORK.
3. ALL WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE MOST RECENT LOCAL AND NATIONAL CONSTRUCTION STANDARDS AND BUILDING CODES.
4. IN INSTANCES WHERE THE AHJ PROVIDES NO DETAILED SPECIFICATIONS, THE MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET AND CONFORM TO THE REQUIREMENTS OF
LOCAL CODES AND UFC REQUIREMENTS.
5. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN
ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD AND PARASOL PRIOR TO FABRICATION.
COORDINATION NOTES
1. PARASOL ANTICIPATES THAT THE TOPS OF ALL EXISTING CONCRETE PIERS AND WALLS SHALL BE AT ELEVATIONS SPECIFIED HEREIN.
2. INSTALLATION ERRORS IN PRECAST CONSTRUCTION ARE TO BE CORRECTED BY THE GENERAL CONTRACTOR PRIOR TO THE ARRIVAL OF THE ERECTION CREW AND PRIOR TO THE
ERECTION OF THE STRUCTURE.
3. ANY EXISTING UTILITY FINDINGS THAT CONFLICT WITH THE RECORD OF KNOWN CONDITIONS SHALL BE REPORTED TO PARASOL, AND/OR THE OWNER'S REPRESENTATIVE.
N.T.S.2 PROJECT LOCATION
SYMDESCRIPTIONDATEOKHHC PERMIT SET3/17/22N
S
W E
N.T.S.1 COVER AXON
HPVANHPBLEACHERSTENNIS
COURTS ~TREES~
~GRASS~
GROUND-MOUNTED SOLAR
ARRAY
~GRASS~
~GRASS~
~GRASS~
~TREES~
~TREES~
~TREES~
~ASPHALT~
D-BOX
LEACHING CHAMBER,TYP.
LEACHING
CHAMBER, FROM
DESIGN PLANS
NOT FOUND, TYP
OF 8
SMH
R=94.28
SMH
R=99.64SMH
R=95.20
CONC.WALKBIT.WALKSMH
CB
CB
CB RETWALLRETWALLT R A N SLPSEWER LIFTSTATIO N EM H
R IPR APCHAIN LINKFENCE
LIFE
FITNESS/CHILD
CARE BUILDING
FACILITIES
BUILDING
EP PC VGCVGC PC
VGC
VGC
VGC
VGC PT
VGC PC
VGC
VGC
VGC PT
VGC
VGC
VGC
VGC
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VGCVGC GAP EP
EP VGCVGC
VGC
VGC PC
VGCVGC
VGC
VGC
VGC CONC
VGC
VGC
VGC
VGC PCVGC
VGC
VGC PT
VGC
VGC
VGC
VGC
VGC
VGC
VGC PC
VGCVGCVGC PT
VGC
VGC
VGC
VGCVGC EP PC
98.7998.87
99.06
98.81
98.41
98.27
97.83
97.65
97.50
97.49
97.44
97.42
97.17
97.31
97.10
96.7196.67
96.6096.73
96.90
97.33
97.4197.44
96.41
95.47
94.65
94.20
94.04
94.56
94.4794.50
94.45
94.45
95.03
95.08
95.65
96.05
96.67
97.11
97.39
97.4497.3697.31
97.42
97.28
97.20
97.3096.88
741742
743
746
747
750
751
754
755
758
760
761
764
765
768
769770
771772
773
774
779 780
781
784
785
801
804
805
809810
811
812
818
819
822
823
826
827
830
831834835
838
839
842
843
844
S
S
S
S
S1
S1
S1
94.88
94.25
94.26
94.26
94.29
94.40
95.63
984
985
986
987
988
989
990
RTW
RTW
RTW
RTW
RTW
RTW
RTW
RTW
RTW
98.45
98.90
99.69
99.94
103.37
100.32
100.45
99.66
98.49
1008
1009
1010
1012
1014
1026
1027
1028
1029
MH 95.645
EP
EP
EP PC VGC
EP
EP
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EP PT
EP PT
EP
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EP PT
EP
EP
EP
EP
EP
VGC GAP EP
EP VGC
EP PC
EP EPEP PT
EP
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EP PCEP
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EP PC
EPEPEP PT
EP
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VGC EP PC
EP
EP
EP
EP PT
EP
EP
EP30
CC30 EP30
EP30 PC
EP30
EP30
EP30 PT
EP30 PC
EP30
EP30
EP30EP30
EP30
EP30
CONC EP31 PC
EP31
EP31
EP31 GAP
EP31
EP31 PC
EP31
EP31
EP31 CONC
99.57
99.00
98.79
98.71
98.35
97.86
97.70
97.36
97.24
97.01
96.96
97.09
96.71
96.74
96.82
96.72
96.67
96.60
97.03
97.00
96.9996.97
95.98
94.93
94.22
94.08
94.02
94.05
94.0194.03
94.03
94.01
94.48
94.70
95.12
95.66
96.17
96.66
96.92
96.9896.90
96.75
96.89
96.73
96.59
96.88
97.00
97.30
97.66
98.36
98.67
99.17
98.68
98.41
98.15
98.09
98.01
97.74
97.71
97.92
97.95
98.2698.35
98.70
98.95
95.86
95.92
95.95
96.02
95.97
95.89
95.87
95.88
95.85
739
740
741
744
745
748
749
752
753
756
757
759
762
763
766
767
770
771
775
776777 778
782
783
786
802
803
806
808813
814
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821
824
825
828
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832833
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837
840
841
844
845
846
847
848
849
850
712
714
717
718
719
720
722
723
724
725726
727
728
789
790
791
792
793
794
795
796
797
EB NE
EB NE
EB NE
EB NE
EB1 NE
EB1 NE
EB1 NE/POL
1041
1042
1043
1044
1045
1046
1047
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95.74
95.26
95.07
96.01
96.4396.43
96.46
97.46
97.49
97.41
97.37
97.71
98.65
99.29
99.43
98.71
98.95
100.18
101.92
95.01
94.41
94.71
95.15
95.80
96.23
96.48
96.72
96.81
97.51
97.43
97.78
99.26
97.40
97.51
97.35
97.27
96.88
96.40
95.74
95.45
95.47
96.36
97.41
97.51
929
930
931
932
933933
934
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
935
936
937
938
939
940
941
942
943
957
958
959
960
961
963
964
965
966
967
968
969
970
971
962
963
DYL
DYL
DYL
DYL1
DYL1
DYL1
99.04
98.70
98.61
98.76
99.27
99.83
731
732
733
736
737
738
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
98.38
98.45
98.98
99.02
96.62
96.56
96.68
96.63
96.54
96.67
96.93
98.20
98.67
1005
1006
1048
1049
977
978
979
980
981
982
983
944
945
VGC CONC
CONC
CONC
CONC EP31 PC
EP31 CONC
CONC
CONC CONC
CONC
CONC
CONC
CONC
CONC
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC3 NE/TRANSFORMER
CONC3 NE/TRANSFORMER
CONC3 NE/TRANSFORMER
CONC3 NE CLO/TRANSFORMER
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE CLO/DISCONNECT
94.65
95.80
95.91
95.86
95.85
97.34
98.50 98.52
98.50
98.51
98.48
98.44
98.45
94.62
95.81
96.67
98.05
98.57
98.57
98.43
98.40
98.34
98.35
98.45
98.54
98.74
785
787
788
789
797
798
799 800
1021
1022
1023
1024
1025
991
992
993
994
995
996
997
998
999
1000
1002
1003
1004
1032
1033
1034
1035
1036
1037
1038
1039
CLF
CLF
CLF
CLF
CLF
CLF1/PUMP STATION
CLF1/PUMP STATION
CLF1/PUMP STATION
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
98.66
99.10
99.47
103.64
104.00
97.57
97.41
97.42
96.38
96.80
97.05
97.88
97.84
946
947
948
949
950
951
952
953
972
973
974
975
976
CC30
CC30 PTCC30 EP30
XWLK
XWLK
98.98
98.5798.41
98.18
98.35
711
713 714
734
735
98.06
98.07
98.10
98.98
98.68
98.57
98.41
98.45
98.10
98.15
98.09
98.01
97.74
97.55 97.71
97.92
97.95
98.26
98.35
98.70
98.95
98.72
98.12
99.04
98.70
98.61
98.18
98.35
98.76
99.27
99.83
99.57
99.00
98.79
98.87
99.06
98.71
98.35
98.81
98.41
97.86
97.70
98.27
97.83
97.36
97.24
97.65
97.50
97.01
96.96
97.49
97.0997.44
97.42 96.71
96.74
97.17
97.31 96.82
96.72
97.10
96.71
96.67
96.6096.73
96.90
97.33
97.03
97.00
96.99
96.9797.41
97.44
96.41
95.98
94.93
95.47
94.65
94.22
95.80
95.91
95.86
95.92
95.95
96.02
95.97
95.89
95.87
95.88
95.85
97.34
98.50 98.52
94.20
94.08
94.02
94.04
94.56
94.05
93.85
94.01
94.47
94.50
94.45
94.45
94.03
94.03
94.01
95.15
94.48 95.03
95.08
94.70
95.12 95.65
96.0595.66
96.17
96.67
97.1196.66
96.92
97.39
97.44
96.98
96.9097.3697.31
96.75
96.89
97.42
97.28
96.73
96.59
97.20
97.30
96.88
97.00
97.30
97.66
98.36
98.67
99.17
98.88
98.54
98.93
98.03
99.21
98.54
98.18
97.49
95.42
95.85
96.19
97.48
98.06
98.53
98.25
98.55
99.22
98.86
98.92
98.47
97.84
96.73
96.46
96.43
96.47
96.48
96.41
95.72
95.88
95.84
95.93
96.18
96.36
96.23
95.98
95.74
95.47
95.34
94.95
94.91
94.30
94.59
95.04
95.54
95.98
96.14
96.32
96.69
96.21
96.42
96.39
96.15
96.10
95.48
95.74
95.65
95.67
96.37
96.03
95.90
95.70
95.33
95.60
96.25
96.30
96.20
94.94
94.74
94.28
95.20
96.64
96.65
97.23
99.64
95.82
95.74
95.98
97.24
95.74
95.26
95.07
96.01
96.43
96.46
95.01
94.41
94.71
95.15
95.80
96.23
96.48
96.72
96.81
98.20
98.67
98.66
99.10
99.47
103.64
104.00
97.57
97.41
97.42
97.61
97.45
97.73
97.51
97.43
97.78
99.26
97.40
97.41
97.51
97.35
97.27
96.88
96.40
95.74
95.45
95.47
96.36
96.38
96.80
97.05
97.88
97.84
96.62
96.56
96.68
96.63
96.54
96.67
96.93
94.88
94.25
94.26
94.26
94.29
94.40
95.63
94.62
95.81
96.67
98.05
98.57
98.57
98.43
98.40
98.34
98.35
98.68
98.45
98.54
98.74
98.38
98.45
98.51
98.45
98.90
99.69
99.79
99.94
100.97
103.37
103.85
103.84
101.65
101.63
101.62
101.63
98.50
98.51
98.48
98.44
98.45
100.32
100.45
99.66
98.49
101.62
101.62
100.40
100.39
100.42
100.43
99.86
99.83
100.00
97.93
114.06
114.51
114.28
115.02
117.44
113.55
113.63
98.98
99.02
98.50
98.81
98.35
97.08
97.46
97.49
97.41
97.37
97.71
98.65
99.29
99.43
98.71
98.95
100.18
101.92
R=93.85
R=97.55
98.10
95.15
98.68
99.79
100.97
96.64
96.65
97.61
97.45
98.06
98.10
98.72
98.12
98.93
98.03
99.21
98.54
95.85
98.06
98.53
98.25
98.55
99.22
98.86
98.47
97.84
96.73
96.46
96.43
96.47
96.48
96.41
95.72
95.88
95.84
95.93
96.18
96.36
96.23
95.98
95.74
95.47
95.34
94.95
94.91
94.30
94.59
95.04
95.54
95.98
96.14
96.32
98.51
103.85
103.84
101.65
101.63
101.62
101.63
101.62
101.62
98.50
98.81
98.35
97.08
97.93
98.45
96.88
96.37
95.99
96.70
96.88
98.07
96.19
98.92
98.88
98.54
95.82
95.74
R=96.69
R=96.21
R=96.42
R=96.39
R=96.15
R=96.10
R=95.48
R=95.74
R=95.65
R=95.67
R=96.37
R=96.03
R=95.90
R=95.70
R=95.33
R=95.60
R=96.25
R=96.30
R=96.20
R=94.94
R=94.74
R=94.28
R=95.20
R=97.23
R=99.64
R=95.98
R=97.24
R=97.73
106.73
GS
POST
GS
CC30
EP30
CC30 PT
CC30 EP30
LP
EHH
EP30 PC
EP30
EP30
EP30 PT
CCBN/ROUND EP30 PC
EP30
EP30
EP30
EP30
EP30
EP30
GS
GS
DYL
DYL
DYL
XWLK
XWLK
DYL1
DYL1
DYL1
EP
EP
EP PC VGC
VGC PC
VGC
EP
EP
VGC
VGC
EP
EP PT
VGC PT
VGC PC
EP PT
EP
VGC
VGC
EP
EP PT
VGC PT
EPVGC
VGC EP
EP
VGC
VGC EP
EP
VGC
VGC
VGC GAP EP
EP VGCVGC
VGC
VGC PC
EP PC
EP
EP EP PTVGC
VGC
VGC
EP
EP
VGC
VGC CONC
EP
CONC
CONC
CONC EP31 PC
EP31
EP31
EP31 GAP
EP31
EP31 PC
EP31
EP31
EP31 CONC
CONC
CONC CONC
VGC
EP
EP
VGC
VGC
EP
CBN
EP PC
VGC PC
VGC
VGC
VGC PT
EP
EP
EP PT
EHH
EP VGC
VGC
EP
EP VGC
VGCEP
EP
VGC
VGCEP
EP PC
VGC PC
VGC
EP
EPVGCVGC PT
EP PT
EP
VGC
VGC
EP
EP
VGC
VGC
VGC EP PC
EP
EP
EP
EP PT
EP
EP
SIGN / PK LOT 12
SIGN /SLOW
GS
GS
GS
GS
LP NE
LP NE
LP NE
GS
POST
LP NE
GS
GS
GS
GS
GS
GS
SHRUB
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
SMH
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SMH
SMH
SMH
SMH
SM
H
SMH
SMH
SMH
SMH
SM
H
SM
H
SM
H
SM
H
EM
H
EM
H
SM
H
SM
H
SIGN/HANDICAP
SIGN/HANDICAP
SM
H
SM
H
E
E
E
E
E E1
E1
E2
E2
E2
E2
E2
E2
E2
E2
E2
SM
H
UM
H
CLF
CLF
CLF
CLF
CLF
CLF1/PUM
P
S
T
A
T
I
O
N
CLF1/PUM
P
S
T
A
T
I
O
N
CLF1/PUM
P
S
T
A
T
I
O
N
EM
H
EM
H
SM
H
E3
E3
E3
E3
E4
E5
E4 E5
E4
E4
E4
E4
E4
E4
E4
E4
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
S
S
S
S
S1
S1
S1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
EHH
CONC1
CONC1
CONC1
DRAIN
DRAIN
GS
RTW
RTW
RTW
EHH
RTW
EHH
RTW
GS
GS
GS
GS
GS
GS
CONC
CONC
CONC
CONC
CONC
RTW1
RTW1
RTW1
RTW1
GS
GS
CONC3 NE/TRANSFORM
E
R
CONC3 NE/TRANSFORM
E
R
CONC3 NE/TRANSFORM
E
R
CONC3 NE CLO/TRANSFORM
E
R
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
HYD
EB NE
EB NE
EB NE
EB NE
EB1 NE
EB1 NE
EB1 NE/POL
FE
FE
GS
GS
GS
GS
E10
E10
E10
E10
E10
E10
E10
E10
E11
E11
E11
E11
CBN
CCBN/ROUND
EHH
EHH
EHH
EHH
EHH
EMH
EMH
EMH
EMH
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
HYD
LP
LP NE
LP NE
LP NE
LP NE
MAG
MAG
MAG
MAG
MAG/TGT
POST
POST
SHRUB
SIGN / PK LOT 12
SIGN /SLOW
SIGN/HANDICAP
SIGN/HANDICAP
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
708
709
710
711
712
713
714
715
716
717
718
719
720
721 722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759760
761 762
763
764
765 766
767
768
769
770
771772
773
774
775
776
777
778779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799 800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817 818
819
820
821 822
823824
825
826
827828
829
830
831
832
833834835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
921
922
923
924
925
926
927
928
929
930
931
932
933
934
935
936
937
938
939
940
941
942
943
944
945
946
947
948
949
950
951
952
953
954
955
956
957
958
959
960
961
962
963
964
965
966
967
968
969
970
971
972
973
974
975
976
977
978
979
980
981
982
983
984
985
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016
1017
1018
1019
1020
1021
1022
1023
1024
1025
1026
1027
1028
1029
1030
1031
1032
1033
1034
1035
1036
1037
1038
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
807
721
716
816
1001
1011
1013
921
922
954
955
708
710
729
730
853
854
855
856
860
863
864
865
866
867
868
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
1007
1015
1016
1017
1018
1019
1020
1030
1031
1050
1051
1052
1053
1040
715
857
858
859
862
1
2
3
4
701
709
861
869
851
852
925
926
898
899
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
923
924
927
928
956
N 36°51'21"78.360'N 36°51'21"78.360'
E EEE
E10210110199
99999
99999 9898989
8
98
9
8 9797979797 9696969 6
9 4
A
1
B
2
3
5
6
34'-4 7/8"62'-7"
4
34'-4 7/8"31'-4 7/8"34'-4 7/8"34'-4 7/8"13'-4 3/4"10'-4 13/16"0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"
SCALE
DWG NO.
DESIGNED BY :
DRAWN BY:
CHECKED BY :
APPROVED BY :
COPYRIGHT
PARASOL STRUCTURES,
2022
ALL RIGHTS RESERVED.
Consulting Engineers
KPFF Job # :
3131 Camino Del Rio North, Suite 1080
San Diego, California 92108
(619) 521-8500 Fax (619) 521-8591
PROJECT # :
THIS DRAWING AND ALL THE INFORMATION
CONTAINED HEREIN IS THE INTELLECTUAL
PROPERTY OF PARASOL STRUCTURES.,
AUTHORIZED FOR THE SOLE USE OF THE
PROJECT LOCATED AT ADDRESS BELOW.
AND LIMITED TO THE SCOPE OF WORK
CONTRACTED WITH PARASOL STRUCTURES. THIS
DRAWING MAY NOT BE COPIED, REUSED,
DISCLOSED, DISTRIBUTED OR RELIED UPON FOR
ANY OTHER PURPOSE WITHOUT THE WRITTEN
CONSENT OF PARASOL STRUCTUES.
NEW YORK BOSTON
WWW.PARASOLSTRUCTURES.COM
IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE
0000000
22002
CAPE COD COMMUNITY COLLEGE2240 IYANNOUGH RDWEST BARNSTABLE, MA 02668FOUNDATION LAYOUT - SITE PLANOKHHC PERMIT SET3/17/22PARASOL
AK
KPFF
KPFF
PV-020
3/64" = 1'-0"1 SITE PLAN - FOUNDATION LAYOUT
FOUNDATION SCHEDULE
CANOPY QTY TYPE
1 12 DRILLED PIER
TOTAL: 12
N
S
W E SYMDESCRIPTIONDATEOKHHC PERMIT SET3/17/22
HPVANHPBLEACHERSTENNIS
COURTS ~TREES~
~GRASS~
GROUND-MOUNTED SOLAR
ARRAY
~GRASS~
~GRASS~
~GRASS~
~TREES~
~TREES~
~TREES~
~ASPHALT~
LEACHING CHAMBER,TYP.
LEACHING
CHAMBER, FROM
DESIGN PLANS
NOT FOUND, TYP
OF 8
SMH
R=94.28
SMH
R=99.64SMH
R=95.20
CONC.WALKBIT.WALKSMH
CB
CB
CB RETWALLRETWALLT R A N SLPSEWER LIFTSTATIO N EM H
R IP
R AP
CHAIN LINKFENCE
LIFE
FITNESS/CHILD
CARE BUILDING
FACILITIES
BUILDING
EP PC VGCVGC PC
VGC
VGC
VGC
VGC PT
VGC PC
VGC
VGC
VGC PT
VGC
VGC
VGC
VGC
VGC
VGCVGC GAP EP
EP VGCVGC
VGC
VGC PC
VGCVGC
VGC
VGC
VGC CONC
VGC
VGC
VGC
VGC PCVGC
VGC
VGC PT
VGC
VGC
VGC
VGC
VGC
VGC
VGC PC
VGCVGCVGC PT
VGC
VGC
VGC
VGCVGC EP PC
98.7998.87
99.06
98.81
98.41
98.27
97.83
97.65
97.50
97.49
97.44
97.42
97.17
97.31
97.10
96.7196.67
96.6096.73
96.90
97.33
97.4197.44
96.41
95.47
94.65
94.20
94.04
94.56
94.4794.50
94.45
94.45
95.03
95.08
95.65
96.05
96.67
97.11
97.39
97.4497.3697.31
97.42
97.28
97.20
97.3096.88
741742
743
746
747
750
751
754
755
758
760
761
764
765
768
769770
771772
773
774
779 780
781
784
785
801
804
805
809810
811
812
818
819
822
823
826
827
830
831834835
838
839
842
843
844
S
S
S
S
S1
S1
S1
94.88
94.25
94.26
94.26
94.29
94.40
95.63
984
985
986
987
988
989
990
RTW
RTW
RTW
RTW
RTW
RTW
RTW
RTW
RTW
98.45
98.90
99.69
99.94
103.37
100.32
100.45
99.66
98.49
1008
1009
1010
1012
1014
1026
1027
1028
1029
MH 95.645
EP
EP
EP PC VGC
EP
EP
EP
EP PT
EP PT
EP
EP
EP PT
EP
EP
EP
EP
EP
VGC GAP EP
EP VGC
EP PC
EP EPEP PT
EP
EP
EP
EP
EP
EP
EP PCEP
EP
EP PT
EP
EP
EP
EP
EP
EP
EP PC
EPEPEP PT
EP
EP
EP
VGC EP PC
EP
EP
EP
EP PT
EP
EP
EP30
CC30 EP30
EP30 PC
EP30
EP30
EP30 PT
EP30 PC
EP30
EP30
EP30EP30
EP30
EP30
CONC EP31 PC
EP31
EP31
EP31 GAP
EP31
EP31 PC
EP31
EP31
EP31 CONC
99.57
99.00
98.79
98.71
98.35
97.86
97.70
97.36
97.24
97.01
96.96
97.09
96.71
96.74
96.82
96.72
96.67
96.60
97.03
97.00
96.9996.97
95.98
94.93
94.22
94.08
94.02
94.05
94.0194.03
94.03
94.01
94.48
94.70
95.12
95.66
96.17
96.66
96.92
96.9896.90
96.75
96.89
96.73
96.59
96.88
97.00
97.30
97.66
98.36
98.67
99.17
98.68
98.41
98.15
98.09
98.01
97.74
97.71
97.92
97.95
98.2698.35
98.70
98.95
95.86
95.92
95.95
96.02
95.97
95.89
95.87
95.88
95.85
739
740
741
744
745
748
749
752
753
756
757
759
762
763
766
767
770
771
775
776777778
782
783
786
802
803
806
808813
814
815
817
820
821
824
825
828
829
832833836
837
840
841
844
845
846
847
848
849
850
712
714
717
718
719
720
722
723
724
725726
727
728
789
790
791
792
793
794
795
796
797
EB NE
EB NE
EB NE
EB NE
EB1 NE
EB1 NE
EB1 NE/POL
1041
1042
1043
1044
1045
1046
1047
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
95.74
95.26
95.07
96.01
96.4396.43
96.46
97.46
97.49
97.41
97.37
97.71
98.65
99.29
99.43
98.71
98.95
100.18
101.92
95.01
94.41
94.71
95.15
95.80
96.23
96.48
96.72
96.81
97.51
97.43
97.78
99.26
97.40
97.51
97.35
97.27
96.88
96.40
95.74
95.45
95.47
96.36
97.41
97.51
929
930
931
932
933933
934
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
935
936
937
938
939
940
941
942
943
957
958
959
960
961
963
964
965
966
967
968
969
970
971
962
963
DYL
DYL
DYL
DYL1
DYL1
DYL1
99.04
98.70
98.61
98.76
99.27
99.83
731
732
733
736
737
738
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
L FORCED SEWER
98.38
98.45
98.98
99.02
96.62
96.56
96.68
96.63
96.54
96.67
96.93
98.20
98.67
1005
1006
1048
1049
977
978
979
980
981
982
983
944
945
VGC CONC
CONC
CONC
CONC EP31 PC
EP31 CONC
CONC
CONC CONC
CONC
CONC
CONC
CONC
CONC
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC3 NE/TRANSFORMER
CONC3 NE/TRANSFORMER
CONC3 NE/TRANSFORMER
CONC3 NE CLO/TRANSFORMER
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE CLO/DISCONNECT
94.65
95.80
95.91
95.86
95.85
97.34
98.50 98.52
98.50
98.51
98.48
98.44
98.45
94.62
95.81
96.67
98.05
98.57
98.57
98.43
98.40
98.34
98.35
98.45
98.54
98.74
785
787
788
789
797
798
799 800
1021
1022
1023
1024
1025
991
992
993
994
995
996
997
998
999
1000
1002
1003
1004
1032
1033
1034
1035
1036
1037
1038
1039
CLF
CLF
CLF
CLF
CLF
CLF1/PUMP STATION
CLF1/PUMP STATION
CLF1/PUMP STATION
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
98.66
99.10
99.47
103.64
104.00
97.57
97.41
97.42
96.38
96.80
97.05
97.88
97.84
946
947
948
949
950
951
952
953
972
973
974
975
976
CC30
CC30 PTCC30 EP30
XWLK
XWLK
98.98
98.5798.41
98.18
98.35
711
713 714
734
735
98.06
98.07
98.10
98.98
98.68
98.57
98.41
98.45
98.10
98.15
98.09
98.01
97.74
97.55 97.71
97.92
97.95
98.26
98.35
98.70
98.95
98.72
98.12
99.04
98.70
98.61
98.18
98.35
98.76
99.27
99.83
99.57
99.00
98.79
98.87
99.06
98.71
98.35
98.81
98.41
97.86
97.70
98.27
97.83
97.36
97.24
97.65
97.50
97.01
96.96
97.49
97.0997.44
97.42 96.71
96.74
97.17
97.31 96.82
96.7297.10
96.71
96.67
96.6096.73
96.90
97.33
97.03
97.00
96.99
96.9797.41
97.44
96.41
95.98
94.93
95.47
94.65
94.22
95.80
95.91
95.86
95.92
95.95
96.02
95.97
95.89
95.87
95.88
95.85
97.34
98.50 98.52
94.20
94.08
94.02
94.04
94.56
94.05
93.85
94.01
94.47
94.50
94.45
94.45
94.03
94.03
94.01
95.15
94.48 95.03
95.08
94.70
95.12 95.65
96.0595.66
96.17
96.67
97.1196.66
96.92
97.39
97.44
96.98
96.9097.3697.31
96.75
96.89
97.42
97.28
96.73
96.59
97.20
97.30
96.88
97.00
97.30
97.66
98.36
98.67
99.17
98.88
98.54
98.93
98.03
99.21
98.54
98.18
97.49
95.42
95.85
96.19
97.48
98.06
98.53
98.25
98.55
99.22
98.86
98.92
98.47
97.84
96.73
96.46
96.43
96.47
96.48
96.41
95.72
95.88
95.84
95.93
96.18
96.36
96.23
95.98
95.74
95.47
95.34
94.95
94.91
94.30
94.59
95.04
95.54
95.98
96.14
96.32
96.69
96.21
96.42
96.39
96.15
96.10
95.48
95.74
95.65
95.67
96.37
96.03
95.90
95.70
95.33
95.60
96.25
96.30
96.20
94.94
94.74
94.28
95.20
96.64
96.65
97.23
99.64
95.82
95.74
95.98
97.24
95.74
95.26
95.07
96.01
96.43
96.46
95.01
94.41
94.71
95.15
95.80
96.23
96.48
96.72
96.81
98.20
98.67
98.66
99.10
99.47
103.64
104.00
97.57
97.41
97.42
97.61
97.45
97.73
97.51
97.43
97.78
99.26
97.40
97.41
97.51
97.35
97.27
96.88
96.40
95.74
95.45
95.47
96.36
96.38
96.80
97.05
97.88
97.84
96.62
96.56
96.68
96.63
96.54
96.67
96.93
94.88
94.25
94.26
94.26
94.29
94.40
95.63
94.62
95.81
96.67
98.05
98.57
98.57
98.43
98.40
98.34
98.35
98.68
98.45
98.54
98.74
98.38
98.45
98.51
98.45
98.90
99.69
99.79
99.94
100.97
103.37
103.85
103.84
101.65
101.63
101.62
101.63
98.50
98.51
98.48
98.44
98.45
100.32
100.45
99.66
98.49
101.62
101.62
100.40
100.39
100.42
100.43
99.86
99.83
100.00
97.93
114.06
114.51
114.28
115.02
117.44
113.55
113.63
98.98
99.02
98.50
98.81
98.35
97.08
97.46
97.49
97.41
97.37
97.71
98.65
99.29
99.43
98.71
98.95
100.18
101.92
R=93.85
R=97.55
98.10
95.15
98.68
99.79
100.97
96.64
96.65
97.61
97.45
98.06
98.10
98.72
98.12
98.93
98.03
99.21
98.54
95.85
98.06
98.53
98.25
98.55
99.22
98.86
98.47
97.84
96.73
96.46
96.43
96.47
96.48
96.41
95.72
95.88
95.84
95.93
96.18
96.36
96.23
95.98
95.74
95.47
95.34
94.95
94.91
94.30
94.59
95.04
95.54
95.98
96.14
96.32
98.51
103.85
103.84
101.65
101.63
101.62
101.63
101.62
101.62
98.50
98.81
98.35
97.08
97.93
98.45
96.88
96.37
95.99
96.70
96.88
98.07
96.19
98.92
98.88
98.54
95.82
95.74
R=96.69
R=96.21
R=96.42
R=96.39
R=96.15
R=96.10
R=95.48
R=95.74
R=95.65
R=95.67
R=96.37
R=96.03
R=95.90
R=95.70
R=95.33
R=95.60
R=96.25
R=96.30
R=96.20
R=94.94
R=94.74
R=94.28
R=95.20
R=97.23
R=99.64
R=95.98
R=97.24
R=97.73
106.73
GS
POST
GS
CC30
EP30
CC30 PT
CC30 EP30
LP
EHH
EP30 PC
EP30
EP30
EP30 PT
CCBN/ROUND EP30 PC
EP30
EP30
EP30
EP30
EP30
EP30
GS
GS
DYL
DYL
DYL
XWLK
XWLK
DYL1
DYL1
DYL1
EP
EP
EP PC VGC
VGC PC
VGC
EP
EP
VGC
VGC
EP
EP PT
VGC PT
VGC PC
EP PT
EP
VGC
VGC
EP
EP PT
VGC PT
EPVGC
VGC EP
EP
VGC
VGC EP
EP
VGC
VGC
VGC GAP EP
EP VGCVGC
VGC
VGC PC
EP PC
EP
EP
EP PTVGC
VGC
VGC
EP
EP
VGC
VGC CONC
EP
CONC
CONC
CONC EP31 PC
EP31
EP31
EP31 GAP
EP31
EP31 PC
EP31
EP31
EP31 CONC
CONC
CONC CONC
VGC
EP
EP
VGC
VGC
EP
CBN
EP PC
VGC PC
VGC
VGC
VGC PT
EP
EP
EP PT
EHH
EP VGC
VGC
EP
EP VGC
VGCEP
EP
VGC
VGCEP
EP PC
VGC PC
VGC
EP
EPVGCVGC PT
EP PT
EP
VGC
VGC
EP
EP
VGC
VGC
VGC EP PC
EP
EP
EP
EP PT
EP
EP
SIGN / PK LOT 12
SIGN /SLOW
GS
GS
GS
GS
LP NE
LP NE
LP NE
GS
POST
LP NE
GS
GS
GS
GS
GS
GS
SHRUB
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
SMH
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SM
H
SMH
SMH
SMH
SMH
SM
H
SMH
SMH
SMH
SMH
SM
H
SM
H
SM
H
SM
H
EM
H
EM
H
SM
H
SM
H
SIGN/HANDICAP
SIGN/HANDICAP
SM
H
SM
H
E
E
E
E
E E1
E1
E2
E2
E2
E2
E2
E2
E2
E2
E2
SM
H
UM
H
CLF
CLF
CLF
CLF
CLF
CLF1/PUM
P
S
T
A
T
I
O
N
CLF1/PUM
P
S
T
A
T
I
O
N
CLF1/PUM
P
S
T
A
T
I
O
N
EM
H
EM
H
SM
H
E3
E3
E3
E3
E4
E5
E4 E5
E4
E4
E4
E4
E4
E4
E4
E4
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
CLF2/T COURT
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
L/FORCED SEWER
S
S
S
S
S1
S1
S1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
CONC1
EHH
CONC1
CONC1
CONC1
DRAIN
DRAIN
GS
RTW
RTW
RTW
EHH
RTW
EHH
RTW
GS
GS
GS
GS
GS
GS
CONC
CONC
CONC
CONC
CONC
RTW1
RTW1
RTW1
RTW1
GS
GS
CONC3 NE/TRANSFORM
E
R
CONC3 NE/TRANSFORM
E
R
CONC3 NE/TRANSFORM
E
R
CONC3 NE CLO/TRANSFORM
E
R
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
CONC4 NE/DISCONNECT
HYD
EB NE
EB NE
EB NE
EB NE
EB1 NE
EB1 NE
EB1 NE/POL
FE
FE
GS
GS
GS
GS
E10
E10
E10
E10
E10
E10
E10
E10
E11
E11
E11
E11
CBN
CCBN/ROUND
EHH
EHH
EHH
EHH
EHH
EMH
EMH
EMH
EMH
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
GS
HYD
LP
LP NE
LP NE
LP NE
MAG
MAG
MAG
MAG
MAG/TGT
POST
POST
SHRUB
SIGN / PK LOT 12
SIGN /SLOW
SIGN/HANDICAP
SIGN/HANDICAP
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
SMH
708
709
710
711
712
713
714
715
716
717
718
719
720
721 722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759760
761 762
763
764
765 766
767
768
769
770
771772
773
774
775
776
777
778779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799 800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817 818
819
820
821 822
823824
825
826
827828
829
830
831
832
833834835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
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N 36°51'21"78.360'N 36°51'21"78.360'
E EEE
E10210110199
99999
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8
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14'-6 1/4"
12 PANELS
87'-4"56 PANELS192'-9 7/8"0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"
SCALE
DWG NO.
DESIGNED BY :
DRAWN BY:
CHECKED BY :
APPROVED BY :
COPYRIGHT
PARASOL STRUCTURES,
2022
ALL RIGHTS RESERVED.
Consulting Engineers
KPFF Job # :
3131 Camino Del Rio North, Suite 1080
San Diego, California 92108
(619) 521-8500 Fax (619) 521-8591
PROJECT # :
THIS DRAWING AND ALL THE INFORMATION
CONTAINED HEREIN IS THE INTELLECTUAL
PROPERTY OF PARASOL STRUCTURES.,
AUTHORIZED FOR THE SOLE USE OF THE
PROJECT LOCATED AT ADDRESS BELOW.
AND LIMITED TO THE SCOPE OF WORK
CONTRACTED WITH PARASOL STRUCTURES. THIS
DRAWING MAY NOT BE COPIED, REUSED,
DISCLOSED, DISTRIBUTED OR RELIED UPON FOR
ANY OTHER PURPOSE WITHOUT THE WRITTEN
CONSENT OF PARASOL STRUCTUES.
NEW YORK BOSTON
WWW.PARASOLSTRUCTURES.COM
IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE
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0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"
SCALE
DWG NO.
DESIGNED BY :
DRAWN BY:
CHECKED BY :
APPROVED BY :
COPYRIGHT
PARASOL STRUCTURES,
2022
ALL RIGHTS RESERVED.
Consulting Engineers
KPFF Job # :
3131 Camino Del Rio North, Suite 1080
San Diego, California 92108
(619) 521-8500 Fax (619) 521-8591
PROJECT # :
THIS DRAWING AND ALL THE INFORMATION
CONTAINED HEREIN IS THE INTELLECTUAL
PROPERTY OF PARASOL STRUCTURES.,
AUTHORIZED FOR THE SOLE USE OF THE
PROJECT LOCATED AT ADDRESS BELOW.
AND LIMITED TO THE SCOPE OF WORK
CONTRACTED WITH PARASOL STRUCTURES. THIS
DRAWING MAY NOT BE COPIED, REUSED,
DISCLOSED, DISTRIBUTED OR RELIED UPON FOR
ANY OTHER PURPOSE WITHOUT THE WRITTEN
CONSENT OF PARASOL STRUCTUES.
NEW YORK BOSTON
WWW.PARASOLSTRUCTURES.COM
IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE
0000000
22002
CAPE COD COMMUNITY COLLEGE2240 IYANNOUGH RDWEST BARNSTABLE, MA 02668CANOPY SECTIONOKHHC PERMIT SET3/17/22PARASOL
AK
KPFF
KPFF
PV-300SYMDESCRIPTIONDATEOKHHC PERMIT SET3/17/221/4" = 1'-0"1 CANOPY SECTION
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PARASOL
NEWYORK —TON
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GENERAL SITE CONSTRUCTION NOTES RDER�ATEDATA�RE �N
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1. PRIOR TO THE START OF CONSTRUCTION,THE SITE CONTRACTOR SHALL VERIFY THE EXACT LOCATION,SIZE/AND DIMENSION OF ALL UTILITIES IN AREA WHERE WORK IS TO BE
PERFORMED.SUBCONTRACTOR AND/OR PARASOL ASUMES NEITHER THE RESPONSIBILITY FOR THE LOCATION OF ENCASED AND/OR HIDDEN UTILITIES SHOWN NOR THE LACK THEREOF.
2. ANY DISCREPANCIES IN REFERENCE,COORDINATES,ELEVATIONS,EXISTING DIMENSIONS,AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF PARASOL AND/OR OWNER'S a
REPRESENTATIVES BEFORE PROCEEDING WITH WORK. 1
3. ALL WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE MOST RECENT LOCAL AND NATIONAL CONSTRUCTION STANDARDS AND BUILDING CODES. SHEET j
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4. IN INSTANCES WHERE THE AHJ PROVIDES NO DETAILED SPECIFICATIONS,THE MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET AND CONFORM TO THE REQUIREMENTS OF NUMBER SHEET NAME s NSE
LOCAL CODES AND UFC REQUIREMENTS. PV-000 PROJECT LOCATION&DRAWING LIST
5. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN PV-020 FOUNDATION LAYOUT-SITE PLAN KPFF Jab#:0000000
ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD AND PARASOL PRIOR TO FABRICATION. PV-021 PV LAYOUT-SITE PLAN
PV-300 ICANOPY SECTION
COORDINATION NOTES
1. PARASOL ANTICIPATES THAT THE TOPS OF ALL EXISTING CONCRETE PIERS AND WALLS SHALL BEAT ELEVATIONS SPECIFIED HEREIN.
2. INSTALLATION ERRORS IN PRECAST CONSTRUCTION ARE TO BE CORRECTED BY THE GENERAL CONTRACTOR PRIOR TO THE ARRIVAL OF THE ERECTION CREW AND PRIOR TO THE
ERECTION OF THE STRUCTURE.
3. ANY EXISTING UTILITY FINDINGS THAT CONFLICT WITH THE RECORD OF KNOWN CONDITIONS SHALL BE REPORTED TO PARASOL,AND/OR THE OWNER'S REPRESENTATIVE.
STEEL FABRICATION NOTES
1.ALL STEEL FABRICATED FOR THIS PROJECT IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(A.ES.S.) �a
2.PURLINS ARE TO BE FINISHED AS FOLLOWS: SITE
A.HOT DIP GALVANIZING G90 PER ASTM 653
3.COLUMNS AND CROSSBEAMS ARE TO BE FINISHED AS FOLLOWS:
A.HOT DIP GALVANIZING PER ASTM 123
4.NUTS,BOLTS&WASHERS
A.HOT DIP GALVANIZING PER ASTM 153
5.FOR TOUCH UP AND CLEANING
A.USE SOLVENTS OR MECHANICAL CLEANING METHODS THAT COMPLY WITH THE STEEL STRUCTURES PAINTING CODICILS(SSPC)
B.WIRE BRUSH CLEAN WITH SOLVENTS RECOMMENEDED BY FINISH MANUFACTURER AND TOUCH-UP WITH SAME FINISH SYSTEMS
DESCRIBED ABOVE
COLD WEATHER NOTES
1.IN COLD WEATHER CONDITIONS PLEASE NOTE THAT COMPLETION OF SOME TEMPERATURE
DEPENDENT WORK MAY BE DELAYED UNTIL TEMPERATURES REACH 45 DEGREES F AND RISING.THIS WORK MAY INCLUDE:
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