HomeMy WebLinkAbout0005 PATTI PAGE WAY - Health Etti Pagetable35-003 =-`360mber of Commerce)
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No. �W3 960
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} THE COMMONWEALTH OF MASSACHUSETTS Enteredancomputer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppYicatton for 30igpooar *psstem Congtrurtfon 30ermtt
Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) 2tomplete System El Individual Components
Location Addresses Lot No.3 "J' t
Owner's N e,Address andlNoAssessor's Map/Parcel �a�
Ins er' Name, dress,and Tel.No. __-3^ _ Des' is Name Address T o. c ',_ tj�
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( ) `�
Other Fixtures
Design Flow gallons per day. C culated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been" s y of a D
Signed Date
Application Approved by Date TZZJIS
Application Disapproved for the following reasons
Permit No. 2OD3 (g,� Date Issued
No. ''' � u s s� +Fee-
i THE`COMMONWEALTH OF MASSACHUSETTS ,En�omputer:
1, Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
. ,� .� 4 r �, .. Ij Y _ •
ricatiott for Mt000l *raem Construction Permit s
Application for a Permit to Construct( )Repair( .. )Upgrade Abandon( ) VComplete System O Individual Components Y
Location Address gr Lot No.3,:Wf /Ub RQ Owner's Name,Address and Tel.N,o..,�_y>_
Assessor's Map/Parcel
Installer's Name,A dress,and Tel.No-. MDes' 's Nam and T e,Address 1. o.
All /LA A ql �� J
Type of Building:.-
Dwelling No of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Tpef Building' No.of Persons-- Showers( ) Cafeteria( )
Other Fixtures r(D
1"a.7 Asa ���r u-* ) .•..�`
r Design Flow _ gallons per day. C culated daily flow gallons.
Plan Date 3 Number of sheets Revision Date
Title
Size of Septic Tank c 2ZO 7 .t" Type of
Description of Soil
• Nature of Repairs or Alterations(Answer when applicable)
-a
Date last inspected:
ti �F
Agreement: .
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ,
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has Veen' suMy
• Signed l Date •
Application Approvted9by -_ 'Date 2 Sid
Application Disapproved for the following reasons
d Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
Q= �
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance ,ty
THIS IS TO CER V; ,,thgt the,On-s'te wa a Dis osal System C nstructed( )Repaired( )Upgraded(V )
4\Abandoned by ��'' - "
` �(;�T 11 LL has been constructed in accordance
at _
with the pro/ .st /nns�of T�,ee�5 and e or is jossaa System,Co struction Permit N . dated
Installer /"�/I// (`t!/v J� � l i�G� ; V�--- Designer L ��
The issuance of this permit shall not be construed as a guarantee that the syst9m.,wiU functio as esigne .
Date !J3 Inspector Lp/1/. 0 �.
No. Zy _; i t 0t0 .. Fee
THE COMMONWEALTH OF MASSACHUSETTS
-- PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Migogal *pztem Construction Permit
Permission is hereby granted to Construct( )Repair/( )Upgrade( Abandon( )
System located at c>i �QT ��2/y �J7
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
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Provided: Construction us•be completed within three years of the date f-d-u t.
D-ke: 7-0d3 Approve _
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TOWN OF B STABLE
LOCATION �L �4 SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT 231-1003
INSTALLER'S NAME&PHONE NO.j
SEPTIC TANK CAPACITY
, mow
LEACHING FACILITY: (type) / //l�/�+�GS (size) i�/3.�2'
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE: D3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
j within 300 feet of leaching facility) Feet
Furnished by
I i
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TOWI',1 OF BARNSTABLE
LOCATION _ SEWAGE #
Nrf LLAGE_ �A ASSESSOR'S MA.P& LOT Z3Y-c�J3
INSTALLER'S NAME&PHONE NO._ A/ e—Ze6
SEPTIC TANK CAPACITY C2ee 1C
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LEACHING FACILITY: (type) 13_ ee &_s (size) 19i"I&.10,
NO. OF BEDROOMS
BUILDER OR OWNER
PERMTTDATE: I O.3 _COMPLIANCE DATE: 03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching.Facility (If any wetlands exist
within 300 feet of leaching facility) Feet_
Furnished by --- -- --
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33
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THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINAL (S)
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DATA
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A I & ADDITION
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ILER L ECEN V ,.
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. REVISION
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1 ISSO®FOBPEBItlf[�9dS1/ '
4 . CODE REVIEW:EIGHTH EDITION 780 CMR and IBC/IEBC 2009
+• USE GROUPS: "B" BUSINESS * EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1
CONSTRUCTION TYPE: VB (NON SPRINKLERED) ALLOWED'USE GROUP ."B 200,FT _
sAREA SUMMARY: NON:SEPARATED USE GROUPS 508.3
FIRE RESISTANT RATINGS (TABLE 601) for VB CONSTRUCTION
AREA CALCULATION: FLOOR CONSTRUCTION O;HRS _
,;
- ` LOWER LEVER 2,555 S.F. � ROOF CONSTRUCTION: 0 HRS :^
FIRST FLOOR 2,555 S.F.
LOAD BEARING PARTITIONS; O HRS
SECOND FLOOR 1,195 S.F. IEBC 2009 EXISTING BUILDINGS: DWG.INFO.
TOTAL: 61365 S.F. REFER CHAPTER 8 — ALTERATION LEVEL 2
EGRESS,TO CONFORM WITH IBC.CHAPTER'10 MEANS OF EGRESS DATE 820d4
. SCALE NONE _-
HEIGHT and AREA LIMITATIONS: TABLE:503 - REFER CHAPTER 10 — ADDITIONS
ALLOWABLE AREA: PER FLOOR USE GROUP "B" STRUCTURAL 1003.3 LATERAL RESISTING SYSTEM EXCEPTION 2 DRAWN CARD
ALLOWED AREA: (PER FLOOR) 9,000 S.F. NEW STRUCTURAL SYSTEMS TO CONFORM WITH IBC CHIC
CHAPTER 16 STRUCTURAL DESIGN
NOTE: ALLOWABLE AREA GREATER THAN REQUESTED _ APPRVD
OCCUPANCY (1004.1.1):
we.
6,305 SF/100 SF "B" 63 PEOPLE
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BUILDING
CD
SECTION
SHEET&JOB ft
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#654 °
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O W F-
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REMOVE CABINETS AND
COUNTER -
W
FWOR:KSZCE
ALL 1ILET 102 REST
UTILITY NEW CARPET 101 O
106 - -NEW WALL TO UNDERSIDE OF ACTo
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HALL O w/ W V�
REMOVE LIGHT FIXTURE W
105 .- V
RELOCATED CABINETS&
NEW PENDANT MID A COUNTERTOP MODIFY AS F-� O Irrrrii pW�pou
STRIP LIGHTS REQUIRED; RUN PIPING IN
NEW WALL .. a eiZ
OPEN OFFICE F E$
MEWS W�S . 265 -��
108 ® O NEW PENDANT M1D NEW LOW WALL 42'HIGH 203 204
—NEWDECK TO �_��—i LIGHTS PLYWOOD 2"HIGH
CH r/HINGED OPEN OFFICE
HVAC MEETING RM
(EXISTG SEALED CONCRETE) _ CUT PLYWOOD OPENING RELOCATED DOOR& HALL E
BETWEEN ATRC CRAWL / (NEW CARPET) FRAME..K 209
,t ��1�� SPACE AND AOO ABOVE' - - — — U
STORAGE - -. -- � a CONFERENCE ROOM ON ' � ... . , �.
FLOOR ABOVE — — REVISIONS
� no 1
I l 1 ISS06D FORPHIM[[ 9-/i14
. - - - - - - RELOCATE FLOOR OFFICE
OFFICE REGISTER207
CUT OPENING IN CONC WALL (.
(.: Ix 6•-B'HIGH STORAGE I I
I m I � PROPOSED LOWER LEVEL I _ °��
4'CONCRETE SLAB ON GRADE
o I. ? Eg
. WITH FIBERMESH REINFORCING -I I _ - I REMOVE DISPLAY UNITS AND.
.I .: OVER 8 WELL COMPACTED GRAVEL . I RELOCATE TO VISITOR CENTER I •
I I --�/�a��-- by OTHERS
DOW FOIL FACED THERMAX - C �
INSULARON 1 1/2'INK(EXPOSED)
L
- - - - - - - - -
I
......-.. -..-: -...... NEW CARPET
PROVIDE ALTERNATIVE FOR -
- — — — — — -— — FLOORING UPGRADE) DWG.INFO.
24=-11'
— � — DATE 8-20•14
ALTERNATE NO. 2 I SCALE 3n6^=r-0^
REMOVE EXTERIOR WALL -
DRAWN CARD
CONFERENCE RM CH1]D
,re.m ® I z10 ® ? APPRVD -
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--------------
RELOCATE EXISTING WINDOW
IF POSSIBLE
towel 24•_11•
w ob.
PROPOSED UPPER LEVEL V N SHEET TITLE:
PROPOSED
i MAN `,�' - PLANS
SHEET&JOB#:
ae " A-1
#654
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ASPHALT SHINGLES TO MATCH Cn
BUILDING EXTEND NEW ROOFING C D t
I,s2 x 8 COLLAR TIES ® 16" O.C. TO EXISTING VALLEYS O O
w/ (6) Bd COMMON OR 1Od BOX C7 m CD
NAILS EACH END + CD1L0
General Notes: O � E
NEW SPLIT UNIT 5/8" PLYWOOD SHEATHING 1. The structural drawings shall be used in conjunction with the architectural,civil,'mechanical,plumbing,and
electrical drawings and the specifications.The contractor shell verily the requirements of other trades as to
Hems to be placed or set In the structural work. (n
2. The structure has been designed in accordance with the provisions of the International Building Code(IBC
2009)with Massachusetts State Building Code Amendments(Bs Edition).
` 2 x 8 RAFTERS ® 16" O.C. 3. The contractor shall provide temporary shoring and bracing required to erect and hold new structures in j
proper alignment unfit permanent supports and lateral bracing are In place.
' 4. The contractor is responsible for shoring and bracing the existing budding components prior to the start of
demolition. _
5. Where construction occurs within or adjacent to existing construction,the contractor shall field measure the
existing building dimensions and components and coordinate construction details wi
8" OPEN CELL INSULATION; CARRY s. th the actual tlimansians.
The structure was designed for the following loads: W
OVER EXIST'G CONFERENCE ROOM V s
Roof Snow Loads Ground Snow Load(Pg)=30 psf Flat Roof Snow(Pf)=30 psf(+dr'rfl where applicable)
Flom Loads 50 psf(live)+10 aid(dead)+20 psf(Partition)
Wind Loads F�
' Bask Wind S 115 mph 3 secondgust) _
P (. Peed M �
SIMPSON H2.5 HURRICANE TIES Wind Importancew-garif Factor(1) I.o 0
AT ALL RAFTER TO TOP PLATE Building B ~ W
CONNECTIONS H O ao
Seismic Factors rya
Seismic Importance Factor
Mapped spectral response accelwations 5<-0.20 Sr=0.054 yr p
x 10 CEILING JOISTS ® 16" O.C. Sledass 0
Spectral response coefficients Sas=0-213 Sa,0.086 0-2
^ Seismic design category B
Basic seismic-force resisting systems) W P
5 8" GYPSUM WALLBOARD FINISH-
Steel
Steep frame nary moment frames with wood structural parrels rated far shear resistance �y
e - - s Design base shear .. 1760#
Seismic response coefficianfis)
. Response modi8c"M fsfcWgs) R 28
6-1/2 - O W 2'.
CEDAR SHINGLE SIDING wall MID Analysis procedure used Equivalent lateral force procedure Ly I� oo
. I, PROJECTION SCREEN
(2) 2 x 10 FLOOR JOISTS ® 16" O.C. Soil c°hamonsanaswmuralFill d ��
1. AI footings shall be named to the depths shown and deeper.d required,and shall rest on undisturbed so0 IIA m
_ having a safe bearing pressure of 3000 psf.The owner shall hire a geotechniral engmeer registered in b
4 - r the Commonwealth of Massachusetts to ensure that the above requirements are met.This office is cot O
1 2" EXT GRADE PLYWOOD L — — — — — — qualified to determine soil bearing capacities or subsurface preparation.
/ 3 4" T&G PLYWOOD GLUED & Zi Q 7+
/ 2. No looting shall ll Dla�Br frozen soul u,standing water, g
AIR/WEATHER BARRIER. / SCREWED TO JOIST 3. $bLwlrei till shall be well gretled bank run,screened or crushed gravel,and shall be placed as noted in
/ the gaotechnical report and compacted to 95%of maximum dry density as determined by ASTM D1557..
Provide compactetl structural fill under the slab on grade as required by the gemechnical engineering
/ 2 x 6 PRESSURE TREATED SILL w/ report.
5 1/2" OPEN CELL INSULATION 518" DIA ANCHOR BOLTS:& 1/4" x concrete
3 x 3" WASHER PLATES 36" O.C.
& WITHIN 12" OF ALL CORNERS 8" 1. AI concrete shall attain a minimum compressive strength of 3000.psi at 28 days. U
MINIMUM EMBEDMENT 2- All rel do r g steel shall be defo coati conforming to ASTM A615 G aria B0.
3. ,The fellong minimum cover shall be provided for reinforcement
-• w u REVISIONS
-- - _
Concrete against the earth. -3' ,
Formed concrete exposed to earth or weather #5 m smade 1 y5' #6 or large -2- 1 6SD®FOIIPli8Af17 1~1114
GRADE Concrete not exposed to earth or weather slabs or walls %' beams and columns 1 W
1/2" DIA ANCHOR BOLTS - 4. All concrete work and detailing shall comply with the latest specificetons and recommendations of the
®48" O.C. & WITHIN 12" Acl.
OF ALL CORNERS 8" MIN 10" CONCRETE FOUNDATION WALL S. Au continuous reinforcing bars shall be lapped 48 bar diameters at splices and at comers unless
otherwise noted.Terminate continuous bars at non-continuous ends with standard hacks-
EMBEDMENT 6. Strength tests of concrete and the minimum number of tests shall be as specified in ACI 318
Sedion5.6.2. _
NEW OPENING IN EXISTING FNDN
O.C." weoaFremi"°
WALL 48" x 80"h ®18
LAP BARS 24" 1. Lumber shad be Spruce-Pine-Fir 01102 or better with the following minimum.properties:
9 ITAllowable Bending Stress 'Fb=875 psi .
4" SLAB ON GRADE with FIBER Allowable Shear Stress Fv---70psi
MESH REINFORCING'' 1 1/2" RIGID INSULATION RATED Compressive
elazn ity, E-11ao0psi i
FOR EXPOSURE; DOW THERMAX of
2. Pressure treated lumber shall be used where Indicated on plans, in all exterior applications,.and In
#5 ® 18" O.C. w/ DOWELS TO applications where the lumber is in contact with ground.Pressure treated lumber shall be Southern yellow
Pee#1 and shall be treated with Alkaline Copper Duet(ACO)m Copper Azole(CBA)preservative.
MATCH LAP BARS 30" MINIMUM 3. Framing wnnectom and fasteners for use with pressure treated lumber shall be stainless steel.Atematively,
batrlJpost hot-dipped galvanized fasteners(ASTM A153)and framing connectors(ASTM A123)may be DWG.EWO•
2 #4 CONTINUOUS (TOP & BUI lom)
sea
4. ..Plywood wall sheathing shell be 15/32'or y5'thick APA rated sheathing,Structural I,C-0 exterior glued,24/0
span rating.Face grain shall be placed perpendicular to supports and lamp shall be staggered. DATE 8-70_14 ,
24" x 12" SPREAD FOOTING 2 #5 CONTINUOUS (BOTTOM) 5. Plywood shear wall sheathing shall be 15(32'or h'thick APA rated sheathing,C-D exposure 1.2410 span
rating.Strength axis shall be perpendicular to supports. SCALE 3/16"=1'-0"
6. Install horizontal blocking in exterior stud walls.Blocking shall align with horizontal joints in wo dm plywood
BUILDING SECTION sheathing.7. Fasten sheathing to studs and horizontal docking with Bd nails spaced at 6°on center around the perimeter DRAWN 'CADD
of individual sheep aml at l T on center elsewhere.
_ 8. Plywood roof sheathing shall be 19132 or 5/8'thick APA rated sheathing.C-D exposure 1,32116 span rating. CBXD
_ Long dimension shall be perpendiwlar to supports and joint.shall be staggered.
9. Fasten roof sheathing to supporting members with co nails spaced at 4"on center around the perimeter of APPRVD.
individual whets and at 12'on center elsewhere.
10.Plywood sub800r shall be 23/32'or 3/4'thick APA rated Slurd-t-Roor,C(ptuggbe)K3 exposure 1,16'on
center rating.Provide longue and groove joints Or provide blocking at all unsupported edges.
11.Plywood subflom shall be glued to the supporting members with a minimum of 1"diameter continuous bead
of conswction adhesive conforming to the requirements of ASTM D3498(AFG-0ey Use two beads.whore
panel edges abut.
f 12.Fasten plywood subfioor to as&supporting joist with 10d IT long)defamed shank nails spaced at 6'on
center along the panel edges and at 12'on center elsewhere.
13,Provide solid blocking at all floor levels between upper and lower posts or between upper.posts and
foundation walls.
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0 SHEET TITLE:
WELDING
SECTION
MA SHEET&JOB q:
A-2
Of
#654
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G O M,
GUTTER&DOWNSPOUT TO MATCH GUTTER R DOWNSPOUT TO MATCH
EXISTING EXISTING C (n
NEW ASPHALT SHINGLE TO MATCH NEW ASPHALT SHINGLE TO MATCH T 0.'p=
ry EXISTING CONTINUE TO VALLEY EXISTING CONTINUE TO VALLEY CD
O O V W
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EXISTING SIDE DOOR RAMP ALTERNATIVE M
. NEW AGAR SHINGLES TO MATCH - NEW DOOR O O 6
- _ NEW DOUBLE HUNG WINDOW STINGCEDAR SHINGLES 70 MATCH
NEW DOUBLE HUNG WINDOW �O/
EXTEND EXISTING ROOF
PROFKE TO INCLUDE
O A '
NEW ADDITION(ASPHALT - - tn 8
SHINGLES TO HATCH)
4.-0' I��ry/♦ U V
.. PTD STEEL HANDRAIL
- 1 1/4"DIA -
• U
REVISIONS
- i L46OED FOR PERA7IT 111514
PT.FRAMING 2 x 10'S -
tOj 5/4"PT DECKING
- .. . • -
' PVC TRIM ..
ELOCATED WINDOW - STUB COLUMNS
FRONT. ELEVATION NEW SHINGLE SIDING
- � GRADE
DWG.INFO.
_ 4'-21/2" DATE 8-20-14..
r-,•
• SCALE 3116"=1•-0" '..
i
DRAWN CADD
'-6• '-0L NEW PL LAM BASE k WALL CABINETS. 8"DIA SONOTUBE
COUNTERTOP&BACKSPLASH c CONIC FOOTINGS CBKD
APPRVD
/ \ RAMP DETAIL
B 5717.E SNK rry� •�
T DRAIN COOU I A
w/ C.DISHWASHER H D _ •.�w�.de�m.emrw"n°'°b'w�`m
BVA
r REFRIGERATOR _ \ / � i No.
•I /
SHEET TITLE:
ELEVATIONS
't
UNDER SINK DISHWASHER
GE SPACESAVER OR EQUAL
ELEVATION "A" SHEET&JOB#:
A-3
#654
GENERAL NOTES :
BITUMINOUS-� �a-••..I INISN GRAPE
1 . TH/S PLAN IS FOR THE DESIGN AND CONSTRUCTION cure $/ N K f
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING -F
PURPOSES ONLY TYPE I ! BITUMINOUS CONCRETE PA KIN ► ' , Lti1GC
2' BINDER COURSE. I' TOP COURSE 1� `„ ,... .-� EXIT 6
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 6' DENSE GRADED ✓ Ito .--
• ' -
SET. SEE SITE PLAN, CRUSHED STONE BASE
PA VEMENT DE TA /L
t,
NO SCALE
��.
3. ALL CONSTRUCTION METHODS AND MATERIALS AND BM. TOP CB/LPEP�i
MA/NTENANCE OF THE SEPTIC SYSTEM SHALL j j� Y EL - 99.40 - 5�R L OCU51
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL R O V
BOARD OF HEALTH REGULATIONS. 1
`N
K FENCE
4. ALL SEP T l C SYSTEM COMPONENTS LOCATED UNDER Cf,IA,I N L E'r/sT/,y�
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER A A'FD 4'ALAr r�THAN 3 ' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS. �� / j P*O oo
sFD wAL K,
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR CB/LPEP SIGN �\
APPROVED EQUAL . e M 20 , 1/ ' �Q• L O C U S MA P
t1yPl _ __• �ye ! 1 ?? . 4.3 ,
6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL ASSESSORS MAP 235. PARCEL 3! , \ / I _
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE t \ ! - OWNER : CAPE COD CHAMBER OF COMMERCE
IS MORE THAN ONE OUTLET. �!' PARKING AREA /� �' l/\ P . O. BOX 790
PAVED
"OP I \
_ I STI TING PAY pSEO Pq yFp P I \ �� \ HYANN/ S . MA 0260
BEFORE CONSTRUCTION CALL 'DIG SAFE". EX AgK/NG \ \o
1-888-DI G-SAFOCATION OFAND THE LOCAL
OUND UWALET/DEPT /l REBUILD wA k4r�FX/ryTihGPAVEp c�qB/NG 4gF4 fv ? \ �� ZONING DISTRICT: RF- I RESIDENTIAL
OR MAX0 J MIN LOT SIZE: 43. 560 S . F.
+Pv TO X I:20 SLOPE 10'HOLLY ! ? ' _ \•�
8. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED SIGN° 10'TREE g8` V MIN FRONTAGE: 20 '
z V FLAGPOLE
ALONG WITH ALL CONTAMINATED SOIL AND BACKF/LLED - ° MIN WIDTH: 125 '
W/TH CLEAN SAND. , PAYE SWAL �� \
BUILDING SETBACKS : FRONT-30 '
6 HOLGr ' ( 100 ' AL ONG ROUTE l 32)
4
9. ALL UNSUITABLE MATERIAL (A d B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE L EACH I NG f S I DE- 15 '
FACIL /TY TO BE REMOVED FOR A DISTANCE OF 5. PORCH �, \
REAR- I5
AROUND AND REPLACED WITH SAND /N ACCORDANCE �t � '
x •t`TREE MBER OF GROUND WATER OVERLAY DISTRICT: GP
WITH TITLE 5. CHA
jnM EXIST BUILpING RC SOx S/ TE COVERAGE MAX
l0. NO DETERMINATION HAS BEEN MADE AS TO '- c 8'rREE 46 30% NATURAL AREA MIN
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \
REGULATIONS. IT SHALL REMAIN THE CLIENTS _ n c w RELOCATE
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL `V -W - w OAS METER _ _ PARKING CALCULATIONS :
w PROPOSE • "rc, to�sF
PERMITS, VARIANCES ETC. FOR THIS PROJECT. > �ppIj10N " �s �
1. 04
10'TRfE
pOR � REQUIRED: OFFICE USE. I SP ACE/300 S.F.
PROPOSED SHALL REMAIN THE CLIENT'S RESPONSIBILITY 5200 S. F. /30J 18 S PACES
TO HAVE THE PROPOSED BUILDING FOUNDATION 2 REQUIRED: VISITOR CENTER. - 18 SPACES
DES 1 GNED TO ACCOUNT FOR THE EXISTING GRADE 0 rr0K f AND SOIL CONDITIONS AT THE LOCATION OF THE PA '/ ( c s+�,� TOTAL PARKING SPACES REQUIRED - 36 SPACES
�
YE m t• r _ \
PROPOSED BUILDING. PAVED WALK
�\ 1 TOTAL SPACES PROVIDED 36 SPACES
12. ALL PROPOSED SIGHT LIGHTING /S TO BE DESIGNED \ ✓� ts, TOTAL AREA l l S . SS?+ S . F .
IN ACCORDANCE WITH CAPE COD COMA41 SS ION TECHNICAL m REMOVE PAVEMENT T it \� \ TOTAL HANDICAPPED SPACES - 3 SPACES
BULLETIN •95-001 . AND LANDSCAPE
DES l GN CRITERIA : 2000 GAL
CLfANOf,T' * SEP•T/C TANK
DES/GN FLOW: r C �\ rP.2
A REA CA L CUL A T I ONS
_.� \� SO'I L REMOVAL
5200 SF OFFICE • 75 GPU/1000 SF .\ gc.. mole s+ TOTAL LCT AREA - ;15.557= S. F. - 2.6` 'C'RE`.
EQUALS 390 G.°D PLUS VISITOR
N ,
CENTER • 300 GPD (ESTIMATED FROM \ OUMPSTER AREA EXISTING PAVED PARKING AREA 6 500 GALLON ` - r
\ ✓. �� \ BUILDING AREA 4. 050: S F. - 3 5x OF SITE
EXISTING FLOWS) EQUALS 690 GPD SCREENEV MI6' FENCE Z \ F LEACh/NG CHAMBERS
TOTAL ALLOWED UNDER "330' RULE \ �' o \\\ #14' STONE AROUND �'•� PAVED AREA - 23. 900{ S. F. - 20 7x OF SITE
- 115, 557 SF / 43560 x 330 - 875 GPD �1 '` / a \\� ems+ \ �l TOTAL IMPERVIOUS AREA - 27. 950' S.F. - 24. 2x OF SITE
TOTAL NATURAL AREA - 61 . 070t S.F. - 52 8x OF S/ TE
SEPTIC TANK REQUIRED. \._ x I PROPOSED c�� F / 0 �• \ \ _ __
690 G.P.D. X 200x - 1380 GAL. Y `�8/EPLY _rI LIGHT (TYP)
SEPTIC TANK PROVIDED: 2000 GAL . MIN. t\ _
:.\S/ON \ `',� f PROPOSED v` _ \ L E(JEND
° �� ��, �"� � PARR/NO � I � �` \ \` �\ -
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH �, 9- �' '`� �� I t I ► �` \ ` _ CONCRETE BOUND FOUND
SOIL TEXTURAL CLASS - l \�- 6�6` ` �` ` Fp �' 11 ` \��\ `� % _
® WATER GATE
oO• o -W- WATER L I NE
EFFLUENT LOADING RATE - 0. 74 GPD/SF .w y � -., '` r0� i � `\
690 GPD / 0. 74 GPD/SF - 933 S.F. REQUIRED \ se/EPLP s i ''` `s'*, O HYDRANT
•� \\ �\ e a0 GAS GATE
/ I .\ \ \ I
PROVIDED: 6-500 GAL LEACHING CHAMBERS o- --G GAS LINE''� '-�, �? � _ i
W/4 ' STONE AROUND. A-I l IO S.F. SEWER MANHOLE
I l l0 S.F. x 0. 74 - 82/ G. P.D. --S SEWER LINE
CATCH BASIN
( UTIL I TY POLE W/ GUY WIRE
SO , L TES T P T DA TA \ ' \ �\ -- -- OHW OVER HEAD WIRES
INDICATES v INDICATES l \ \� -T- UNDERGROUND TELEPHONE LINE
,�-- _
PERCOLATION = OBSERVED
f \ l� �\ 1 \\ �'\ 9p \�� +40.4 EXISTING SPOT ELEVATION
P010.394 TES T P.10.438 \ \ r %I \� \\ �� _ - - -/DD_- - EXISTING CONTOUR
TP*I TPA? 40.4 PROPOSED SPOT ELEVATION
0• HORIZON TEXTURE COLOR 90.5 0' HORIZON TEXTURE COLOR 90.0 \ I may\ / �\ fT7Jdl PROPOSED CONTOUR
FILL 0 \� �! y'ii16'DAK EXISTING TREE W/TYPE
\
�� �\ PROPOSED L /GHTPOL E
24' 88.5 6' 89.5 �j. ?� �, \
LOAMY IOYR LOAMY /OYR .SS•
Q SAND 3/3 A SAND 4/2 Sp 6.S• "94 ' _ \
28' 88.2 /l• 89. ILOAM T O /� /� � / /� /`\ / /'
B SANDY 4o6R B SANDY 4/6R / / �-1 / V C F L� 4 1 V Lam?
42' 87.0 34' 87.2 SIGN
C/ MEDIUM /OYR C/ LOAMY /0YR L L R D . M,4 P 2 3 S . �' O L 3
SAND AND 6/6 MED SAND 5/8
60' ORA VEL 60' GRAVEL
& AR /VS TA6L E . "A .
PREP,4 RED F-OR
120' NO WATER ' NO WATER 80.5 144 78.0 / Q l / /� /� /f Q Q
DATE: DECEMBER 13. 2002 DATE: MARCH 5. 2003 /`-� / C C 0 C/ / 14 / V/ L� E- / \
TEST BY: STEPHEN HAAS TEST BY: STEPHEN HAAS
WITNESSEDBY: DAV10 STANTON WITNESSED BY: S WHITE
PERC RATE:
MI: l ? M/Nl1NCH PERC RATE: l 2 MIN/IIINCH
ACCESS COVERS MUST BE WITHIN 324 83 •W P O B O,X" 7.9 O H Y,4 /V/V / S W,4 O 2 6 O
FIRST 2 ' TO � /
6" OF FINISH GRADE 9' MINIMUM, ace, 74, 1g'Og
3 ' MAXIMUM COVER INVERT ELEVATIONS : *000 S <-,4Lz - 20 RR Y 4 2
. 003
�\ � �EB U,l
BE LEVEL �-,44/N 2" OF PEAS TONE INVERT AT BUILDING fl : 90. 4 REVISED: FEBRUARY l 0. 2003
\INVERT AT BUILDING *2.- 87. 75 REVISED: FEBRUARY l3. 2003
4 DIA&f PIP PIff
\
I l/2 0/A. INVERT I N SEPTIC TANK: 86.35
• 90.4 2 ' �' DOUBLE WASHED STONE INVERT OUT SEPTIC TANK: 86. 1
REVISED: MARCH 5. 2003
s 7.75 BAs ^ I I \ / �/
BAFFLE 5.7 INVERT I N D I S T. BOX: 85. 72 \ _ `�'\ U V I I NO I NC
t -
5 3 OUTLET 6-500 GAL LEACHING CHAMBERS INVERT OUT DIST. BOX: 65. 55 \ \
923 Route 6A
D-BOX W/4' STONE AROUND. 12. 8.. x 63.1 x 2 'd INVERT IN LEACH CHAMBER: 85.5 Y a r mo u t h p o r t MA 02675
? 2000 GAL
SEPTIC TANK 6' CRUSHED STONE OR BOTTOM OF LEACH CHAMBER: 83.5
�� \
ESTIMATED GROUND WATER: 25• 0 � \ ;l�I��i ( 508 ) 362-8 1 32
COMPACTED BASE �\
BOTTOM OF TEST HOLE •2: 78. 0 \ \t� ( 508 ) 432-5333
\
PROFILE : NOT TO SCALE ---
0 /0 20 40 C - I 1 7 FIELD : OL S CAL C: SAH CHECK : CFW JRN: SAH