HomeMy WebLinkAbout46912-Z �oyoS�FfO(��pGd Town of Southold 1/8/2022
o
P.O.Box 1179
o • .{ 53095 Main Rd
,,�y�jal dao Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42663 Date: 1/8/2022
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 2055 Albertson Ln., Greenport
SCTM#: 473889 Sec/Block/Lot: 52.-5-55
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/26/2019 pursuant to which Building Permit No. 46912 dated 10/1/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory in-ground swimming pool fenced to code as applied for.
The certificate is issued to Manos,Arlene
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT'OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46912 9/21/2021
PLUMBERS CERTIFICATION DATED
i
t ori&&r Signature
o�SUFFnc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
+ SOUTHOLD NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46912 Date: 10/1/2021
Permission is hereby granted to:
Manos, Arlene
200 Central Park S
New York, NY 10019
To: Construct an in-ground swimming pool as applied for.
Replaces BP# 43942
At premises located at:
2055 Albertson Ln., Greenport
SCTM # 473889
Sec/Block/Lot# 52.-5-55
Pursuant to application dated 10/1/2021 and approved by the Building Inspector.
To expire on 4/2/2023.
Fees:
PERMIT RENEWAL $150:00
Total: $150.00
Bui ding Inspector
r TOWN OF SOUTHOLD
4�o�S�FFot,r�oy BUILDING DEPARTMENT
cc a TOWN CLERK'S OFFICE
�y�o aol 'S SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43942 Date: 7/9/2019
Permission is hereby granted to:
Manos, Arlene
200 Central Park S
New York, NY 10019
To: construct an in-ground swimming pool as applied for.
At premises located at:
2055 Albertson Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 52.-5-55
Pursuant to application dated 6/26/2019 and approved by the Building Inspector.
To expire on 1/7/2021.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
0CO - ING POOL $50.00
Tota . $300.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: gs,p pe lines,streets,and unusual natural or
1. Final survey of property with accurate lavation of a!1 buildin ro rty
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming Usk or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features. pp
lication and consent to inspect signed by the applicant.If a Certificate of Occupancy is
2. A properly completed app
the reasons therefor in writing to the applicant
denied,the Building Inspector shall state
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$25
4. Updated Certificate of Occupancy- $50-00
$15.00,Commercial$15.00
5. Temporary Certificate of Occupancy-
Date.
New Construction:
Old or Pre-existing Building: (check one)
9
Location of Property: (f®�L,7 j4 ���`f D ��N 1P0
--LHamlet
House No. Street
Owner or Owners of Property: L 60 r, U
Suffolk County Tax Map No 1000,Section
z— Block ®� Lot 55
Subdivision
Filed Map. Lot:
n
Permit No. d' Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Final Certificate:
Request for: Temporary Certificate
�/ (check one)
Fee Submitted:$
Applicant ignature
pF SOUlyol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Arlene Manos
Address: 2055 Albertson Ln city:Greenport st: NY zip: 11944
Building Permit#:l.�ba�`a 4-394r2-Section: 52 Block: 5 Lot: 55
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: LC Electrical Contr License No: 38043ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks 1
Disconnect Switches 4'LED Exit Fixtures Pump 1
Other Equipment: Intermatic Pool Panel 8 Circuit/ 3 Used, Heater, Pump 220GFI, (1) Light 120GFI
Hayward Salt Generator
Notes: Pool
Inspector Signature: Date: September 21, 2021
S.Devlin-Cert Electrical Compliance Form
00F SOUT�OIo
# TOWN OF SOUTHOLD BUILDING DEPT.
courm,��' 765-1802
v
INSPECTION
[ ] FOUNDATION.1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND - [ ] ' SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL,Ng
[ "] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
MARKS: e m colk �v4od
Jal �t �
r
DATE t INSPECTOR
OE SOUIyo� L �/
# # TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING-
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL' ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
Cz
DATE I?olf INSPECTOR
Jeffrey Sands Architect
June 12, 2020 D E c E Q w E
NOV 1 0 2021
Property/swimminq pool location: BUILDING DEPT.
TOWN OF SOUTHOLD
Paul Kekalos
2055 Albertson Lane
Greenport, NY
RE: Swimming pool rebar inspection
Attention Town of Southold Building Department:
Upon inspection of swimming pool rebar and drywell at above mentioned property, I find all to
have been installed to meet current building code requirements.
Sincerely,
FtED A
SFR S�tiy'
kc ,�
N `
7894 ��
OF NE`Ny
Jeffrey Sands Architect
6 Evergreen Lane, East Quogue, New York 11942 phone-,631-375-5997, fax, 631-576-8916
email—ieffrey sancl%&-hotmail.com
OUTSTANDING ITEMS FOR 2055 Albertson Inspection
POOL ALARM
}
�y
.4
1
�l
DOOR ALARM
TO POOL AREA
t.
J�
b �I
FIELD IN'SPEC'TION REPORT .DATE COMMENTS -
FOUNDATION(IST)
1 4H
A4
FOUNDATION (2ND) vl�
ROUGH FRAMING&
PLUMBING ^y
INSULATION PER N.Y. ,
STATE ENERGY CODE
! Y GAN 64"
.sv
FINAL
ADDITIONAL COMMENTS
-mss = I oo . do °L?D
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1 ,TOWN OF SOUTHOLD
: BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 \ �� IJ�
Survey
Southoldtownny.gov PERMIT NO. Check
Septic Foran
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail to:04fev—�., y4R
Disapproved a/c '`
Phone`
73 4-16PS'
Expiration ,20
r
uilding Ins ector
�►. � APPLICAbb(N FOR BUILDING PERMIT
U �-t
JUN 2 6 2019
Date 06 CIO � 9 , 20
�''� I'. INSTRUCTIONS
a.This application Abe bM91e ely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect gineer, general contractor, electrician,plumber or builder
Name of owner of premises_�A u mc M,4No-�-
he,
tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Lo a�n of land on wl� roposed wo�ill,bedone.
�A rQE',�25 � e�r rz-
House Number Street Hamlet
County Tax Map No. 1000 Section Block ®� Lot r
a. e Su�hdivision Filed Map No. Lot
2. State existing use and occupancy of pre_mases and intended use and occupancy of proposed construction:
a. Existing use and occupancy 'V
b. Intended use and occupancy ri 1 j PDO
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures,if any: Front Rear Depth
Height un*er of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
HeightNu�jer of Scor' s
v j V
9. Size of lot: Front Rear epth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated F— a L/
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX
13.Will lot be re-graded?YES—)�NO Will excess fill be removed from premises?YES NOZ
14.Names of Owner of premises O Address Phone No. 6 b 5-�
Name of Architect -'5C,H W Address Phone No 63 13-74-
Name of Contractor `r rzA i)t GS Address - Phone No. 63f :j37TZJO
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
*IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE QUIRED.
b. Is this property within 300 feet of a tidal wetland? *YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NOX
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF U L[
9C i[V }}eT being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the A e c O( �
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
(� day of 7UyuL- 20_Lj_
Notary Publi4o RACEY L. D Signature of Applicant
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY.
Scott A. Russell s° ST03KM1WA\T]E1K
SUPERVISOR
Z MA\NA\GlEM]EN`7C'
SOUT HOLD TOWN HALL-E O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' +�- wn o Southold
CHAPTER 236 - STORMWAUR AGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE ' FOLLOWING.
Yes o
(CHECK ALL.THAT APPLY)
❑ A. Clearing, grubbing, grading or`stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area_
QAC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance_
❑Ef D. Site preparationwithin 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
EJ❑ E. Site preparation within the one-hundred-year floodplain as depicted
on-FIRMNa -of-'anywatercourse.
❑ 1~. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 238 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Contral Plan
and a completed Check List Form to the Building Department with your Buildfiag Permit Application.
APPLICANT_ (Property Owner Design essional Avert,Contractor,other) S.C.T.M-
j 1000 Date�D}Yt� !� f,�
?r 4ME- _� .L� "V
Section Block Lot
p °
FOR RU 1LDING DEPARTMENT USE ONLY
Contact Information d <5V
Reviewed By:
Date
Property Address/ Location of Construction Work: — — — — - — — — — d — — / —
Approved for processing Building Permit.`
5- AIA� a to �7 Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan)`Required
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
APPLICANT: S.C.T.M.* 1000
(Property Owner.Design Professional,Agent,Contractor,Otter) o fi. CHAPTER 236
.r� 51� G5
5$ Stormwater Management Control Plan CHECK LIST
NAME: f'+ L✓ Z Section Block LotS M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Pi. NiNj7'(� Date: * The applicant must provide a Complete Explanation and/or Reason for not providing
-7.7 ° ✓ Q 6 all Information that has been Required by the following Checklist!
]g-lure ek rinm0ert
1. A Site Plan'drawn to scale Not Less that 60'to the inch MUST YE O=N If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items. If you need additional room for explanations,Please Provide additional Paper.
a. Location& Description of Property Boundaries
b. Total Site Acreage.
c. Existing-Natural &Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(CX2). N &SEDIMENT CONTR
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Sball inrlude but not be limited to:
e. Limits of Clearing& Area of Proposed Land Disturbance. v-AeConstruction Entrance,
f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) sa;Ickerg. tabilization &
g. Location of all existing& proposed structures, roads, i/rirnactive soils.
driveways,sidewalks, drainage improvements& utilities.
h. Spot Grades & Finish Floor Elevations for all existing&
Proposed structures. oe
1. Location of proposed Swimming Pool and discharge ring. .
j. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures. ,
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval. i LJ
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls.
b. Construction Entrance& Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. .infiltration basins,swales,etc.)
FOR ENGINEERING BOARTMENT USE ONLY
Additional Information is Required.
Reviewed & Stormwater Management Control Plan is Not Complete.
Approved By: — - - - - - - - - - - - - - - - - - - - - - - -
1Stormwater Management Control Plan is Complete.
Date: I0 SMCP has been approved by the Engineering.Department.
FORM * SWCP Check List -TOS MAY 2014
BUILDING DEPARTMENT- Electrica I
'OWN OF SOUTHOLD
' Town Hall Annex - 54375 Main Road - b Bo§E1P17P95 2020
_ Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 7652,902'1G�I,�°
,�,-TAT
3J°h.' 0
° ro err southoldtownn . ov : seand southol'c�W6 .d by
APPLICATION FOR ELECTRICAL INSPECTION'
ELECTRICIAN INFORMATION (Ail Information Required) Date; %
Company Name: L(--
Name: r.L_s c-c��L C�,�T rr,�.t✓ �v�
Name:
License No.: E, 3 ,� email: ��N , _ L C > L rr r�.lu L Cv
...: TIN e
Address:,
Phone No.:
JOB SITE INFORMATION (Ali Information Required)
Name: . M rro,
Address:
Cross Street:
Phone No.:
Bldg.Permit#: y 3 9 4 a, email:
Tax,Map District 1000
...Section Block: Lot:
BRIEF DESCRIPTION OF WORK (Please-Print Clearly) ,,,,�
Circle All That Apply:.
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES � Issued On
Temp Information: (All Information required)
Service Size 1 Ph 3 Ph Size: ... _ A #Meters _ Old Meter#.. . ._.
New Service- Fire.Reconnect= Flood Reconnect- Service Reconnected- Underground Overhead.
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
a -_
Additional Information,.
PAYiVI ENT,QU.E.VNf TKAPPOCATION
Request for Inspection Form:xls bQ\� ��
�- c ,17F
BUILDING DEPARTMENT-Electrica
TOWN QF SO.UTHOL) �� J
SEP 5 20i zTown Hall -`
.Annex - 54375 Main Road `l:'O Bo 1179
- Southold, New York 119:717-.0959
Tele hone 631 765-1:802 FAX 63`1 76 c I
'6 err sodtholdtownn ._ ov seand southcT&dW fi"
APPLICATION FO.R..ELECTRICAL INSPECTION-
ELECTRICIAN SNF®R ATIOBoI:(an mfo�mation Requ►red) Date:
Company"Name.>,.:., L.G F.t_: cTrzc co
Name . _ L1pC►x�►.c �1.
License No M 3 m � _tj tit F L �� e �t�✓�
Address
.N_...,.
Phone No - - �. _ _ .... .
�3 - s1
JaB SITE ,INF®RM�eTI®I� (au Information Required);
1- rX
Marne
l�ddrss `_ STs.®_ti_ L _
_.._ —
CrossStreet"
a>. ._u
�. o
Phone No ,
BldPermit# _ email
9"
„Tax Map DistrrctJb00
tiSecon•
MC, IPTION OF WQI K (PI`ease�-Print Clearly)
G�rcle Alf That:Apply,:
!s jc b ready for inspection P. YES / NO Rough`Cn Flnal
D. you need a.Temp`Certificate?: YES CO)
- Issue n
q z
Teimp lnformateon:' (Ail Inforrnation:require,
Service'Size 1 Ph 3 Ph NSize ._ A #'m Old
New Sery e.:= Fire Reconnect ` Flood Recongect-.Service:Reconnected ,Underground , Oyerhead`
# U.nderground:Laterals 1' 2j` H Frame . Pole *Work clone on Servicer` Y N
Additional Information "
`PAY (VT I�UE WITH APPLlCATIQN
ME
M_ _,_� . ...
IX
��
n
Request for Inspection FormAs i
PERMIT# Address:
Switches
Outlets
G FI's
Surface
Sconces
H H's
UC tts
Fans ... ....: Fr'r'dge H1%V
Exhaust Oven W/D
Smokes DW Mini.
Carbon >.:,_ Micro. ._ Generator
- r.
Coco 1<top - *r..ansfer
AC. . AH .Hood Service
Amps Have:... Used
Special:_.:
Comments: 4 Jx
.9r.
REVISIONS:
N/O/F
DEAN AND LOUISE YAXA
ti' ilf
l rr
HAY BALE OR SILT FENCING
LIMITS OF CLEARIN4 TO BE
NO MORE THAN 2C FROM
PROPOSED WOR.AS
INDICATED ON SIT:PIAN
5 \ N 8800410011
`,V I NO WELL/SANITARY SYSTEM W/I 150' OF PROPERTY
6
71♦ 9
931 .40'
\ \ _ _ POOL FENC 1 O \
It
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WELL
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P, \ \`� O\.6 ic O �, ^ O
2\ 1. 00 15
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\ \ \ , /•, \v�O \ \ \ %�` I \ ! I ` \ DRYWELL/. 1 D,RI'WELL f `°..fi \ yl F pppppp
i\ n i�c
BETTY&CURT MEYHOEFFER
� I EL 10 � � %. .��� ,� � EL. �
JQ O \ 1 O T,' /I 12.0 \ I,
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L.__--40CHAM ER(FL Z56 ................. a.. 0 152.2 \
\ \ / �� Q \ I f ;•I-, ..-.--5.740 CHAMBER(FLOOD WATER FLOW THRU)_ \ \ O
5�O \s ii EFF.e... t\ ....................... I INGEi... i
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\ \' O�O��� �2 y SII j I, \ +'' 'p , \ \ CP '
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/ \ ♦�`PO J� \ \ \ 2 'u \ I j \ :blj 20X40 !r_.� DECK HOUSE I \ EL.10 l0 °.:
r/ f \ �� I PROVIDE'(�BENCH DRAIN AND PIPING `�" POOLS I �'{~I T , H \ I
PECONIC LAND TRUST '< H \ \ \ \ (FOR P000TO SAM XCde DRYWELL MMM ate,
;' .I , 23�5' SPOO1. A l
POOL FENCING ,Tr, COPING: I FF:EL 12.1 �ES ,v
J 1 ° ..........C-TOMQTTOWN ` w-L.10.5 :- I 1 / Q ,A
\ II \ \ .- .s......•--..-_-..•• n .••-• E :' 24:1 1- 1 P
LL
t T CODE REQUIREMENT A.
\ I I 6 �p J. . JS1G9i QN.BR. J7 /
NO WELL/SANT RY SYSTEM \ \ „ \ \,` S •- a_� s- C74p CHF BE(FLOO�WAT�R FLOW THRyj \ /
W/I 150'OF PROPERTY `�_ \ I \ \ \ , \ \ ; I p RCo
DRYWEU. 1, 1 ; _r.• _.T,..,1_ ^+ A Imo\
14.5X24 �' I - ZI
\ I I \ I \ \qI I ! POOL HOUSE I \ LLI�, \ cN�
FF:ELI. 0. a5a FEACE lll'dia.,a' p \. } O
POOL FENCING TO BE MIN.4'HTGH V ELL
AND MEET TOWN CODE REQUIREMENT` ( EL.10
i . T 25.5X24 ` I }
\ FOR SPACING,CLOSING
AND etc. 1 \
INSTALL SELF CLOSING AND SELF-LATCHING � \�L �Y�� '� ,, , GARAGE EL.10 I , -• \ , -��-"'-E------:_._-_,_E� EO �..
l n (LOCKING)GATES. ♦♦ FF:EL.10.3 1',®.' I
DOORS TO HOUSE TO BE SELF-CLOSING AND v� \ , / 10'X4'DW.' ®, I �I \\�
SELF-LOCKING WITH ALARMS PER CODE Lt POOL FENCE ( 70'X4'DW W/CATCH BAST ' OR1V I \■
� ♦ i/CATCH BA - / bL..' E11UAY 1 �'
%
6 \ _, _ I\ ` o s., ``..� �•�,, \ . ,' : ,: 11 1 (y /CATCH
O \' / / \ ` I I \ \y DRYWELLp DRYWELL0000
J s
1 I
O NOWELL/SANITARY W/I 150 OF PROPERTY EM w W
6 , 1 16 17 <_' T 5 5 15 16 17 / 8 - - O z o
S 90000'00" E r� 19 Z �, a
Tl DAL a 'ETI.fL,�.4 E TiUNDAPY 11DAI_`+?VETLAND BOUINDARY 965 . 79' z
AS FLAGGED B`=' RO, 7, ERT FCTX OF AS FLAGGED BY ROPERTFC X CIF � � Z
H
SEA1_EVEL M1,1.1��'iNG �s7-0S-U<," SFLLAL,E:E':_L P��,/',�'!"!NG �?7-Cis-O/! Ai�.fD
DETERMINED 11-0 IPE NYS FI'ESJ 3\X�ATER O � O
WE'fl.AND POUN'DARY I T R. ,�^,ASI 10\1 o
0,?-.3-05. 1�r TL/"ND FLAGGI',JG VERIFIED Z
B"( SURVEYOR G? 17-201 7 W
WELL
O
�L
CHRISTIAN BALZ& SITE N/O/F -�-�
JOHN &THALIA DINIZIO
THE TOWN OF SOUTHOLD SCALE: 1" = 40'-0"
0
R-80
N N
R-80 m A 1~ o
y c{
STORM WATER RUNOFF CALCULATIONS 9ITE DATA: SCTM # 1000-52-5-55 � Ln v
p°a cn m o
LOCATION AREA 100%RUNOFF REQUIRED TOTAL
@2"RAIN/HR. DRYWELLS CAPACITY DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: O o "
x o
HOUSE/PORCH 2873.3 SQ.FT. 480 CU.FT. (3)8'dla.4'deep 507 CU.FT. � � w e uj
POOLHOUSE/GARAGE 1232.0 SQ.FT. 206 CU.FT. (2)B'dla.,3'deep 252 CU.FT. PROPERTY: 287,736 SQ.FT. 6.6055 acres - "L� �-. v
° ° °G,
DRIVEWAY 4515 SQ FT. 754 CO.FT. (3)10'die..4'deep 879 cu.Fr. PROPERTY WETLANDS: 48,628 SQ.FT. - v
SINGLE BEAD HALF ROUND GUTTER u U)
BUILDABLE PROPERTY: 239,108 SQ.FT. 5.49 acres - +�. n � •�
N
NOTES: Lo V �+
FINISHED GRADE ' 1) � STANDARD 5" Lo- - � v
A).DO NOT BEGIN INSTALLATION UNTIL WESTPATES HAVE BEEN PROPERLY PREPARED.
Z).PREPARATION.
CLEAN A CLEAN SUB).PREPARETHOROSLAFAMUSI GIMMETHODSRECOMMLY PRIOR TO ENDEDBYTHEMONUFACSUREFOR ESTIMATED AREA OF 130,000 SQ.FT. Wry 3
OUT ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE TINDER THE PROTECT mNOJTIONS. GROUND DISTURBANCE: -
C).PLANT CONCEALED METAL SURFACE$AND SURFACES IN COMACT Wm DISSIMILAR
METALS WRH PROTECTIVE EACIONG PAM. 1�
3.INSTALLATION:
A).PERFORM WORK IN ACOWDANLf WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO K PITCHED TOWARDS LEADER 1"TO I"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
Q.� �/ I LEAD.FLASH AND SOLDER GUTTER$TO DOWNSPOUTS AND
PROPOSED HOUSE: 2202.7 SQ.FT. 0.9% 200 CU.YD. 50 CU.YD.
s•ACCES50RR5.
ALUMINUM
ST
PIPI
a^ma. Pvc E T EXTEND
FT.MIN.I To CONNECT
YSTEMAANT4IDED. NORTH PORCH 94.I S FT. 0.04%
W
CONNECTION WATERTIGHT, Q.
1/4"PITCH EXTEND 2 FT.MIN.INTO 3).CONNECT CONNECTOR'POUTS To sroRFT SEWER sr51EM As IxoluTEo.sEu
FOUNDATION WALL DRY WELLS TO BE 10'MIN. 4).PNOIECTION: -
AWAY FROM HOUSE A).PRO�ECT INSTALLED PRDDUCTS UNTIL COMPLETION OF PIIOJE.T.
0).TOUCH-UP,REPAIR OR REPIA(E DAMAGED PRODUCTS BEWRE SUBSTANTIAL EAST PORCH: 24.0 SQ.FT. 0.01% -
COMPLEDON,
' •• DECK: 280.0 SQ.FT. 0.1% 6 CU.YD. 3 CU.FT. O
TYPICAL CLEAN OUT DETAIL ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 50 CU.YD. 25 CU.YD. U)
T rp
PROPOSED POOL: 800.0 SQ.FT. 0.3% 100 CU.YD. 20 CU.YD.
BROWN LOAM
0.5' OL ESTIMATED NEW GRADE: 25,000 CU.YD,
PROPOSED DRYWELLS: 50 CU.YD, 20 CU.YD.
HOUSE SEPTIC SYSTEM: - 100 CU.YD. 20 CU.YD.
BROWN SILT
ML x
CLEAN TOTAL: 4303.8 SQ.FT. 1.75% 506 CU.YD. 25,138 CU.YD. Q'
HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST
FF=EL 11.5 IRON COVER IRON COVER IRON COVER IRON COVER 3
FIN.GRADE s EL.12.0 FIN.GRADE=EL 12.0 FIN.GRADE=EL.12.0 �-
min. INV.
INV. I BROWN CLAYEY SAND MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 09-17-2018
INV. I' EL.8.4 min.
EL.10.1 10PE I EL.9.0 1 SC
4"APPROVED PIPE,PITCH 1 4':1' a 15.0' ( WATER _ _ _ 5.8'
INV. INV. 4"APPROVED PIPE.PITCH 1/8":1' I I
EL.9.1 EL 8.9
INV. INV. I
1500ga1.SEPTIC TANK EL.8.4 I EL.8.2
WATER IN BROWN ,
LEACHING POOLS I CLAYEY SAND �" �'+P `+►•
3'CLEAN
SAND 13'CLEAN
COLLAR I INV. SAND -
6.0' r� .:
t ��Qf1 ?fit )
I EL 6.5 i COLLAR _ �}A�!F73�.�/�P�� '��K� DRAWN: MH/MS
MITI.
2 I WATER IN BROWN FINE ' s SCALE
WATER EL.2.7
TO COURSE SAND F 17 nnrJ �qQ ?7 5 G
"j .0 dtt a JOB#:
3/27/2021
13'
It SHEET NUMBER:
SEPTIC DESIGN , 6 4'
SCALE: NOT TO SCALE
TEST HOLE DATA 4r �
McDONALD GEOSCIENCE S- 1
DATE:08-31-2018
REVISIONS:
N/O/F
DEAN AND LOUISE YAXA
T D
ZO -.Z�
DATE:�bl M- �01;,**j
4 6
Ilk qo,� 4 �4
F F, ov;�
7
HAY BALE OR SILT FENCING �Fx sb�
LIMITS OF CLEAkINCl 011 NOi)Fy �L_NT AT
NO MORE THAN 20T.. - 1 8,,V`�,l `C; ' i' R,,R THE:
PROPOSED WOROPISI 765-18'2
INDICATED ON SITE
PLAN
f C-f 1 C 1':::
5 NO WELL SANITARY SYSTEM W/I 150'OF PROPERTY 1. FFO Ll D ATI O'N I _ 7"��- R[_QN IJ i R E D
5 N S 800410011 W
6 FOR POURED
8 2. ROUGIHI - FRAkli�`'G & PL(J ,'lE!A,!G
\\ \ \ --------------
N, 9 9 31 -40' 3. INSULATIOiN
EL. 111:; _EW 10
OFF
0 9.0 10.12 11.0 4. FINAL -'CCI�,'STRUCTION tv'IUST
LTF C.0.
0 -18.0 12A, TOP OF WALL: EL. i,2.0' EL. CO�!FL` -- FO
B R
112.0 \11.0
I ALL CONSTRUCTION SPALL 1,1EET THE F,,-"
0
REQUIREMENTS OF THE CODES OF NE%�-1
0 L.
Ln i�,0 O\ WS4,, STATE. NOT RESFONSIBL iovq
0 1 E FOR
jo T-4 0 DESIGN OR CONSTRUCTION ERRORS.
\0
17 6 r--' ;�� - I
O\ r 150'\,V?,O
;1� Do
rn
EL. "7701 111, COMPLY WITH ALL CODES OF
TOP SOIL TE & TOWN CODES
�0 LOCAON NEW YORK STA OF
AS REQUIRED AND CONDITIONS 0
MIAMI=A
8'gLL_4'&ep V110
8'diII.,4'd-p D I -ISO
k, .1\ DRYWELL 1,DILYWELL N/O/F
0 EL. OEM&CURT MEYHOEFFER
0 12.0 MOMME2iA BOARD
3 .... 0 MnlffD-WMZTEES
H
UE�e;�VLU6 5 wAyw�cdww;q ...... .... .... 37.5
........................................... ......\.... b
n�\\ Y.0 Rl� \ \, i i ! ( �\ ICONCRET� P CP
�WASHOUT,' PROPOSED\ 0 7-
4Q PATIO 2 STY.FRAMED R 11I.0 10
C -
NZO/F 20X40 HOUSE C)
POOL_ H
PECONIC LAND TRUST i4� -
10 L)' "', I \\ 23215' 6C)
,! A I
PIN FF:El.12.5 'CONIZPJ u r_�
0 Ell.
"EL2.r
24.1 SHOUT, X
b /I \ 12b 0
........................... ......................
---- ------ ........ UNLAIPIF
NO WELL/SANITARY SYSTEM .0 B'di...41d. 1 0 A C0
P.
DRYWELL
BACKWASH 14.5X24
�L HOUSE
W/I 150'OF PROPERTY 0 HOUT G[RTlr7lCfl,-j [- p.,
19 !FFOEL. 45-y
:'7 r%y
C C
25.5X24 c
12.0 GARAGE LLJ
0 FF;EL 12.3
24.0' wl CATC DRIVEWAY UTI
10'X4'D'W H BASls�!, PO
CATCH 0
-5 0
Lr) __6deep U
DRYWELL DRYWELL I Ce v It,
0 ( O _
TOP SOIL
Lu
0 /1 LOCATION
0 Pft-mw
0
0
0 00
I , i iI \ / ' ~ I EL. EL. NO WELL SANITARY SYSTEM
WEL I
TOP OF WALL:EL.12.0 12 W/I 150'OF PROPERTY
61 t6 7 1 5 / 5 5 1 16 17 8 9 0
S 90000'00" E 250.0' 1
965 . 79' �.. w W
�D
0 z
Lu 0
cn
WELL
M-16J
0 c
BA
SITE /O/FCHRISZ & JOHN &THALIA DINIZIO
THE TOWN OF SOUTHOLD SCALE: 1 40'-0"
l<
PROPOSED NON-TURF AS INDICATED
STONE NATURAL AREA TO REMAIN AS CONSISTING OF NATURAL STONE
#4 REBAR WATERPROOF CAP
@24.00 ST IP BACKFILL IIIII if 11111 il Hill 111111111111[if 1111111111111111111111111111 IIl:l;;;2:L%__j NON-DISTURBANCE AREA WALL INTERPERSED WITH PLANTINGS
1 CONCRETE:3500 PSI- TIO
STEEL:60 KSI
50 CD
CULTURED .......... r.-q
STONIFACE PREJIOULDED COATED STONE
DOWEL H A B C D No.4 REBAR ..................
EXTERIOR FILLER VERT.@ 2'OC O. BERM R-80 Cl) 6
T-6"+/
VERTICAL EXPANSION JOINT I NULAR No.4 REBAR--.t 011
3' U-113" 3'-9� 2'-5" U-13" GRA INE THE EDGE DELINEATING NATIVE PLANTINGS EL. 12.5 +/-
1: BACKFILL STORM WATER RUNOFF CALCULATIONS u
I HOR.@T�C)Ci PROPOSED SITE DATA: SCTM # 1000-52-5-55 Lp
LOCATION AREA 100%RUNOFF REQUIRED TOTAL cp 0
OF EXISTING CLEARING AND (SEE LIST BELOW)
EL• 12.0
#4 REBAR WATERPROOF tL. lz u I
BACKFILL 4' 0'-8" 4-2" T-61' V-0" RA FNPIPE FINISHED GRADE 41 - " U
@24 S 1 2 D @2"RAIN/HR. DRYWELLS CAPACITY DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL:
I @ 48"OC 12" SLOPE AWAY FROM WALL THE LANDWARD LIMIT OF IT l8fl 7�
I 11ILL HOUSE/PORCH 2873.3SQ.FT. 480 CU.FT. (3)8'dia,4'deep 507 CU.FT, cz
-0' 4'-8 u
POOLHOUSE/GARAGE 1232.0SQ.FT. 206 CU.FT. (2)B'dIa.,3'd"p 252 CU.FT. PROPERTY: 287,736 SQ.FT. 6.6055 acres
2'-8" 1'-0" NON-DISTURBANCE AREA
CU
'dBi,p
TO DRYWELL
4dia.DRAIN PIPE (AS NOTED ON SITE PLAN) ll� - Ih I - . 7 _ - _ _ _ _ _
r .1111-1-Y 4515 SQ.FT, 754 CU.FT. (3)IO'dia..4 819 CU.FT.
6' 1- 5-2" T-2" 11-0" 4- 3'-011 i: PROPERTY WETLANDS: 48,628SQ.FT.
STONE FACE
EXTERIOR min. (TYPICAL) 4 -t
IOR
4
12' 4,6 --- 6"dia. PERORATED ROUND GUTTER BUILDABLE PROPERTY: 239,108 SQ.FT. 5.49 acres
VERTICAL CONTROL JOINT
I - STANDARD 5"
DRAINAGE PIPE W/ No Lf) U
6-7 Is
No.4 REBAR L, Cf)
@ VOC e.w. 1). Cn
3/4" GRAVEL A).DO NOTBEGININSTALLATION UNTIL SUBSTRATES NAVE BEEN PROPERLY REPARED. RS 1
00
2)PREPAPATION:
A)CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
ESTIMATED AREA OF
8).PREPARE SURFACES USING METHODS RECOMMENDED BY THE NANUFACTURE FOR TURBANC 130,000 SQ.FT.
GROUND DIS E:
ACHIEVING IftE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
APROXIMATLY PAINT GDNCTAUE METAL SURFACES AND SURFAM IN CONTACT WITH DISSIMILAR
NETAUS WITH PROTECTIVE BACIONG PAINT.
3.INSTA TIOW
40lbs STONES A).PERFORM ORKINACCORDANUW�MAHANN��VED"WINM,
1).GUTTER TO BE PR TOWARDS LEADER I"TO 2'MR EVERY 4V OF RUN,
2).SH ET METAL MIN LENGTHS WITH WATERTIGHT JOINTS.
EXIST. EL. 7.0 +141-1w, COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED HOUSE: 2202.7 SQ.FT. 0.9% 300 CU.YD. 50 CU.YD.
1.MASON AND GENERAL CONTRACTOR TO FLAG OUT RETAINING WALL IN 8.CONCRETE WALLS TO MEET OR EXCEED NYS BLDG.CODE FOR ACCESSORIES
AUUMINHM RIVETANDMULKWITHABUTYLSEALANTSUP)OINT
FIELD AND REVIEW WITH ARCHITECT PRIOR TO BUILDING FORMS. CONCRETE MASONRY STRUCTURES.CONCRETE 3500 psi 3)�CDCWoE.UE�WoMPSSFO�7t)STO"S��TEMASMDMTED.SIAL
FINISHED GRADE CONNEETIDIN WATERTIGHT. NORTH PORCH: 94.1 SQ.FT, 0.04%
2.VERIFY HEIGHTS OF GRADE IN FIELD.RETAINING WALL AND FOOTING TO 9.TOP OF MASONRY WALLS TO BE CAPPED. DRY WELLS TO BE 10'MIN. 4).moTEcTlON
PROPOSED NON-TURF AREA AWAY FROM HOUSE A).PROTECTINSTAULM PROMM UNTIL O)NPLETION OF PROJECT.
BE BASED ON HIGHEST REQUIRED WALL HEIGHT. 6).TOUOH-UP,REPAIRORR�DA�EDPRODUCTS�ESUBSTA"AL EAST PORCH: 24.0 SQ.FT. 0.01%
10.ALLOW 24 HOURS FOR MASORY TO SET UP BEFORE GROUTING. SCALE: NOT TO SCALE CLEAN
3.PROVIDE CONTROL JOINTS IN CONCRETE RETAINING WALLS AT 25'OC POUR GROUT IN 4'LAYERS,WITH ONE HOUR BETWEEN EACH OUT ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 75 CU.YD. 25 CU.YD. u
0
EVERY FOURTH CONTROL JOINT TO BE AN EXPANSION JOINT. POUR.ALLOW SEVEN DAYS FOR FINISHED WALLS TO SET BEFORE (A
BACKFILLING.PREVENT WATER FROM ACCUMULATING BEHIND PROPOSED POOL: 800.0 SQ.FT. 0.3% 100 CU.YD, 20 CU.YD. V)
4.ALL CONTROL JOINTS TO HAVE KEYS. WALLS BY MEANS OF WEEP HOLES AND DRAIN PIPE AS SHOWN.
--3--FLOW d-1
5.EXPANSION JOINTS TO HAVE 12"LONG,#4 DOWELS @ 170C. 11.BACK FILL SOIL TO BE COMPACTED TO 90%DENSITY w/12"LIFTS. 4"dia. ?VC 4'CAST IRON PIPING TO PROPOSED NEW GRADE: -
@ 1/4"PITCH EXTEND 2 FT.MIN.INTO 50,000 CU.YD, N
FOUNDATION WALL BROWN LOAM H
6.CONCRETE KEYS TO BE USED AS INDICATED ON DETAIL. 12.HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT WITHIN 0.51 OL PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD.
EIGHT FEET OF WALL OR EQUAL TO TOTAL HEIGHT(FROM FOOTING)
7.ALL DOWELS AND REBAR TO 13E COATED.STEEL REINFORCEMENT OF WALL.
BARS TO BE COMPLIANT WITH ASTM STANDARDS.ALL BARS TO HOUSE SEPTIC SYSTEM: 100 CU.YD. 20 CU.YD.
BE SECURED IN PLACE AFTER ALL MASONRY WORK HAS BEEN 13.FOOTINGS TO BE INSTALLED ON UNDISTURBED SOIL WITH A MINIMUM TYPICAL CLEAN OUT DETAIL POOL HOUSE SEPTIC SYSTEM: 50 CU.YD. 20 CU.YD.
COMPLETED AND BEFORE GROUTING.STEEL:6011 BEARING CAPACITY OF 3000psi NTS BROWN SILT
ML ISI
CLEAN
HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST
FF EL 11.5� IRON COVER IRON COVER IRON COVER IRON COVER 3' TOTAL: 4023.8 SQ,FT. 1.65% 575 CU.YD. 50,135=CU.YD.
RETAINING WALL FIN.GRADE-EL,12.0 --FIN.GRADE EL 12.0 FIN.GRADE-EL 12.0
min. INV. BROWN CLAYEY SAND
INV. i 11 EL 0. INV. .in. MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 0�9-17-2018
EL.10.1 0. SC
N- 4"APPROVED PIPE,PITCH 11"A'
INV. ]I INV. 4'APPROVED PIPE,PITCH 1/8'1' WATER 5.8'
EL.9.1 EL.8.9 INV. I INV. WATER IN BROWN
1500ga1.SEPTIC TANK EL.8.4 EL 8.2 F(_6)8dI..,2d--,l CLAYEY SAND
ILEACHING POOLS
I TCLEAN
3'CLEAN I
SAND SAND 6.0'
COLLAR V.
COLLAR _e ,"f
EL 6.5
MH MS
min. I DRAWN:
2- A'
WATER IN BROWN FINE SCALE:
WATER FL.2.7
TO COURSE SAND
L 43 JOB#:
Sw 0
6/21/2019
13' SHEET NUMBER:
SEPTIC DESIGN
SCALE: NOT TO SCALE TEST HOLE DATA
McDONALD GEOSCIENCE S-1
L.I I�Li xt.�=,. r
L
WELL/SANITARY
W11 LL 0 1 JRO Y PROPERTY
15 FI PE
[L-j
DATE:08-31-2018
REVISIONS:
-
- -
- — — — — — — �\ -0 — — — — — — - — — — — — — —� - — — —> COPING) (PAVERS)
ALL PIPING TO BE 2"PVC
/ \ MORTAR
I I I 6"TILE BAND ° wl
Wk
rc
D
R) l j `l l
-1 (WATE - - - O ° ° IIII �II III (ll
- - °D
1,
RETURN RETURN RETURN I I MARBLE DUSTi G °•D III IIIIIIII
I #4 STEEL REBAR(VERTICAL) C _—IIIIIIIII
10"OC EX°ED NG FOR DEPTHS
5 FEET) o .D I I I I I I I I I IIIIIIII I
OPTIONAL POOL HEATER I I I I #4 STEEL REBAR
IIIIIIIII IIIIIIII
TO BE VERIFIED WITH OWNERS Lp I I I (HORIZOOTOC D p IIIIIIIII IIIIIIIII O
- - 2I I I IIIIIIIII IIIIIIII
O
I Iw-
II II _ 12"TO 36"RADIUS
D
(VARIES)
o °SHALLOW END
MAIN DRAIN 3'-6, 3500 °
CONCRETE 1 11111 II IIII II IIII III IIIIIIIII IhII II�III IfII IIIIIIII
OW F-i
— — z l I 8"(MIN., I IIIIIIIII IIIIIIIII IIIIIIII o
' � °' � IIII IIIIIIIII IIIIIIIIhIIIIIIIII �/
i FILTER AND PUMP Ov I DEEP END
4� 0 1111111 MEEIIIIIIIIM
IIIIIII a
rfrl
EQUIPMENT AND DRYWELL
LOCATION TO BE DETERMINEDAND VERIFIED IN FIELDWALL SECTION
min.5'OFF PROPERETY LINE LIGHT LIGHT
I SKIMMER ER SKIMMERI
DRYWELL min.20'FROM POOL
- - - - NOTES:
- - - - - - - - - - - - - J SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND
SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS
8'DIA.X 2'DEEP
PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED
OVERFLOW DRYWELL AWAY.
ALL PIPING TO BE 2"PVC / / /
SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED,
FENCE,SELF-CLOSING AND LATCHING GATES, 10" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION
ALARMS TO BE INSTALLED PER CODE BREAKS AND BOND BEAM.
THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE
STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE >.,,
POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR. O Z
INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS ►� Z
PER OWNER. � � �
O as o
�+ TEP
0
1. PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS 11. OVERFLOW DRAIN TILTED INTO DRYWELL VIA AUTOMATIC FILL. 21. DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA.
O 2 POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) 12. PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. SUPPLY AND INSTALL(3) POOL SONIX SOLAR POOL AND SPA ALARMS WITH
PX100 TRANSFORMER WITH REQUIRED CORD. 22• POOL SONIX BASE UNIT AND REMOTE KEY FOB.
(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR
3. POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. 13. OFF-LINE WITH(1)V PVC FEED AND RETURN FOR POOL WITH VALVES EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE
POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 AND DRAIN PLUGS. 23. GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL
4• VARIABLE SPEED PLUS SVRS WITH (2)2"QUICK DISCONNECT UNIONS SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. WASTE TO BE CARTED OFF SITE.
POOL SKIMMERS TO BE BLACK PENTAIR.INDEPENDENTLY CONNECT 14 COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR 24. UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER
SIDE SECTION5. WITH 2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITHALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING.
BASE OF MOUTH. PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE.
SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- cri N O
6. RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. (1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR 25. CHLORINE GENERATOR IC 20 WITH PC100 POWER CENTER.SUPPLY SALT TO C�
ON
15. OFF-LINE WITH(1)1"PVC FEED AND RETURN FOR POOL WITH VALVES RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. x v
PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2" AND DRAIN PLUGS. o m ;: +;
7 26. SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- rn cn
RETURN LINES WITH(2)1/2"AIR HAMMER EQUALIZER. � +
SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALT TO Or_q x 0
INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM 16 COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. p, � M @) vi
8' WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH zP4 t
PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. 27• POOL CONTRACTOR TO REVIEW SOIL CONDITIONS WITH ARCHITECT/ y �
9 (1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS T'd TOGETHER WITH ENGINEER.DO NOT CONSTRUCT POOL ON POOR SOIL. ,�0, r-,
(2)WATERWAY 12"X12"FRAME AND GRATES. SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S p y
AND ARCHITECT.TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL 28• POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING +
10 (2)1-1/2"DEEP HEAT RETURNS ON DEEP END OF POOL WITH PVC WATER 17' THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. u .
STOPS AND(1)JANDY NEVERLUBE VALVE. SELECTION). POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWIRITTERS U a;
CERTIFICATE. o�
18 SPA TO HAVE AUTOMATIC WATER FILL WITH PVC WATER STOPS WITH 00 c
WATER LINE HOOK-UP TO OUTSIDE HOSE BIB(TO BE INSTALLED). N r.
W
SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM
:o19 (400,000 btu) HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH
M STEPS ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LUBE SPRING
Q CHECK VALVE AND 50 Ib.PRESSURE RELIEF VALVE.
:o
INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY
KIT AND SURGE PROTECTION.WIRE(2) FILTRATION SYSTEMS,(2) W
HEATERS, (1) INTELLIFLO PUMP FOR SPA JETS,(6)POOL LIGHTS,(1)
SPA LIGHT,AND(3)DATA CABLES FOR INTELLIFLO PUMPS.GROUND
20. POOL AND SPA.SUPPLY AND INSTALL(1)SPA SIDE CONTROL.SUPPLY, V
INSTALL,AND PROGRAM(1)STANDARD INTERFACE INDOOR CONTROL O
PANEL.PANEL TO BE INSTALLED AT BASEMENT OF NEW POOL HOUSE. 0
USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING.
END SECTION
N
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20'X40' POL PLAN
SCALE: NOT TO SCAT ,�
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COQ- 6/14/2019
OF N E\14 SHEET NUMBER:
A- 1