HomeMy WebLinkAbout35879-Z FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35879 Z Date SEPTEMBER 20, 2010
Vo 10
Permission is hereby granted to: fLl�
V CURTO "
431 LENOX RD
HUNTINGTON STATION,NY 11746
for
ALTERATION TO AN EXISTING SEASONAL UNHEATED COTTAGE WITH TRUSTEES
APPROVAL AS APPLIED FOR
at premises located at 4730 BLUE HORIZON BLUFFS PECONIC
County Tax Map No. 473889 Section 074 Block 0001 Lot No. 035 . 054
pursuant to application dated AUGUST 26, 2010 and approved by the
Building Inspector to expire on MARCH 20, 2012 .
Fee $ 200 . 00
r
Autho zed Signature
ORIGINAL
Rev. 5/8/02
X-J"pfr SO!/Tyolo
Town Hall Annex l Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 �Q
Southold,NY 11971-0959 Q
�yCOUNT1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
REVOCATION OF BUILDING PERMIT
TO: Rose V. Curto (owner) and Richard J. Principi Jr. (applicant)
4730 Blue Horizon Bluffs
Peconic, New York 11958
YOU ARE HEREBY NOTIFIED THAT YOUR BUILDING PERMIT IS REVOKED
AT: 4730 Blue Horizon Bluffs, Peconic, New York
S.C.T.M. 1000-74-1-35.54
Pursuant to Section 144-12 of the Code of the Town of Southold, New York, you
are notified to immediately suspend all work and building activities.`
BASIS OF REVOCATION ORDER:
Going beyond scope of Buildinq Permit#38579, issued 9/20/10
Failure to comply with the applicable provisions of law may constitute an offense
punishable by fine or imprisonment or both.
DATED: October 20, 2010
c
George Gillen
Building Inspector
(cert. mail)
pF SO!/l�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G ��
Southold,NY 11971-0959 �Q
COU
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
To: Rose V Curto (owner) and Richard J. Principi Jr. (applicant)
4730 Blue Horizon Bluffs
Peconic, New York 11958
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
4730 Blue Horizon Bluffs, Peconic, New York
S.C.T.M. 1000-74-1-35.54
Pursuant to Section 144-8AM & 280-153 of the Code of the Town of Southold,
New York, you are notified to immediately suspend all work and building activities
until this order has been rescinded.
BASIS OF STOP WORK ORDER:
Going beyond scope of Building Permit#35879, issued 9/20/10
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When Southold Town Trustees, Zoning Board of Appeals & Building
Dept. have issued approvals
Failure to remedy the conditions aforesaid and to comply with the applicable
provisions of law may constitute an offense punishable by fine or imprisonment
or both.
DATED: October 20, 2010 r
George Gillen
Building Inspector
(cert. mail)
SOUlyOlo
COM PL41 AJ —F
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
.s� / L) vvu
h,4 1AX 4---V - / --T
s
DATE INSPECTOR `
FIELD INSPECTION REPORT DATE COMMENTS
C3 �
FOUNDATION(1ST) �
FOUNDATION(2ND) �
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Lo
ROUGH FRAMWQ& G y
PLUMING
INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, TV' 11971 :- - 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm;•Watef Assessment Form
Contact:
Approved /.T 20 10 Mail to:
Phone:
Expiration. '20
-
lvJ U -
U uil'ding Inspector
AUG 2010 PPLICATION FOR BUILDING PERMIT
Date IZ3 , 2010
BLDG DEPT. INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST•be completely filled in by typewriter or in ink and submitted to 1heBuilding 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 Inspecionwill 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 month`s.,Thereafter, a new permit.shall be required. _
APPLICATION IS HEREBY MADS to the Building Department for the issuance of a'Bizilding-Permit pursuant to the
-Building Zorie Ordinance of the Town 6f`§6uth6ld;`Suffolk County,New York'"arid 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.
(S nature of a plica t or•name,if a corporation)
t�. 12 1 -7'ML-0 4rV .
(Mailing address of applicant) 11q -//
State whether applicant is.owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises IAJ A*y t.-M
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
VIA. :. .
(Name Ed title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. ��
Other Trade's License No.
1. Location of land on which proposed,wo will be done:
41736 P"O"
House Number Street Hamlet
County Tax Map No: 1000 Section "� /_r' .�;,` �1"ock-'�(31 ��' _ Lot �y
SubdivisionZirdeAsaZo 2-DGE ' ?Filed 1V ap`Nq.`'"('���] Lot Cr,." -*.L
;%
1 e:. t ���72YI/t%�T�fir j 'r•'-,.,,.,l./-i}�
i
2. State existing use and occupancy of premises and intended use and o cupancy of proposed eonstr_uction:
a. Existing use and occupancy
b. Intended use and occupancy C�Atrr
3. Nature of work check which applicable): New Building Addition Alteration
Repair 1/ Removal Demolition Other Work
(Description)
4. Estimated Cost �0+ `f fi, 6�� 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.
or yL lL
7. Dimensions of existing structures, if any: Front 9!®1 �( Rear O Depth 28
Height `TsNumber of Stories OrveF �t ;
Dimensions of same structure with alterations or additions: Front Rear '
Depth Height •— Number of Stories
8'. 'Dimensions of entire'-new construction: Front N Rear — Depth -•- _
Height —" Number of Stories _ 1
9. Size of lot: Front �� .3�'� , Rear �� Depth
10. Date of Purchase HCl Cc CG Name of Former Owner �'1
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO LlWill excess fill be removed from premises? YES NOy"
14. Names of Owner of premises V/ G T<5_C&i-1U*Address Phone No. Cj&- --1 S2 S_
Name of Architect CSS Address Phone No C?,31 298 °' T&O
Name of Contractor &Cf tiles-/ fi_ Address RN&W124IN Phone No. �"p�-3Zci►
~1VYhq!T/
15 a. Is this property within 100 feet of a tidal wetland or a'freshwater wetland? *YES ✓"*vO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is th's property within 300 feet pf a tidal wetland? * YES +ANO
* IF YES, D.E.C:-PERMITS-MAYBE REQUIRED.
16. Provide survey, to scale, with accurate tfoundation plan and distances to property lines.
1,7:_;Ifelevation 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 NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS: ti
COUNTY OF
-2 �tZ.s A+G being duly sworn, deposes and says that(s)he is the applicant
(Name of individual si ing tract) above named,
(S)He is the 9Ae7&_. � ?
(Co ractoi, ent, 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.
Swo t before me th'
day of A20 /0
CONSTAIJCE LISO
blit,State of N
Notary Public No. OEiE,0900 Signature",of App icari
Qualified in Suffolk County
Commission Expires June 01,2012
Jill M. Doherty, President pf sorry Town Hall Annex
James F. King,Vice-President ,`O� ��� 54375 Main Road
Dave Bergen P.O. Box 1179
Bob Ghosio,Jr.
Southold, New York 11971-0959
G �
John Bredemeyer �� Telephone (631) 765-1592
COU NTY,� Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 7356A
®ate of Receipt of Application: July 1, 2010
Applicant: Vincent Curto
SCTM#: 74-1-35.54
Project Location: 4730 Blue Horizon Bluff, Peconic
Date of Resolution/Issuance: July 21, 2010
Date of Expiration: July 21, 2012
Reviewed by: Board of Trustees
Project Description: To replace the existing roof shingles, siding, windows and
doors on the existing one-story seasonal cottage.
Findings: The project meets all°the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by John J. Condon last revised July 27, 2010 and stamped
approved on August 2, 2010.
Conditions: The installation of gutters and drywells to contain stormwater-run-off.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
P•
Jill Doherty, Preside
Boa of Trustees
dos k ToWn of Southold
Erosion, Sedimentation Storm- Nater Run-off ASSESSMENT FORM
PROPERTY LOCATION: S. M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
pl s.�a /L-jDo 74 0 1 3J;g4 STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
ion — CERTIFIED BY A DESIGN PROFESSIONAL IN THE-STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No
a. What is the Total Area of the Project Parcels? Will this Project Retain All Stomt-Water Run-Off
(include Total Area of all Parcels located within A Generated by a Two(2°)Inch Rainfall on Site?
the Scope of Work for Proposed Construction) ®e �� / ❑
(S.F.lAaes) (This item will include all run-off created by site V
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance forthe proposed ASite Improvements and the permanent creation of
construction actively? 0 impervious surfaces.)
(S.F.I Aces)
2 Does the Site Pian and/or Surrey Show All Proposed
PROVIDE BRIEF PROJECT DESCRIPTION (Prov1dewdd6nnatPagesasNeedetl) Drainage Structures Indicating Size$Location?This
Item shall include all Proposed Grade Changes and
Slopes Controlling Surface Water Flow.
i 3 Does the Site Plan and/or Survey describe the erosion /
and sediment control practices that will be used to B/
control site erosion and storm water discharges. This
��'
/ ® d1 item must be maintained throughout the Entire
r u— Aire- Construction Period.
�W®t-y W7746 u LLt_/Z,$` 144095!5 4 Will this Project Require any Land Filling,Grading or
Excavation where there is a change to the Natural —
,9 0 '4 5506'!d4-%3w ®�t�/e��a• Existing Grade Involving more than 200 Cubic Yards
of Material within any Parcel? /
5
Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand a
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the ® —
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP Renuirements- or within One Hundred(100')feet of a Welland or
Subrilssion of a SWPPP is required for all Construction activities involving soil Beach?
disturbances of one(1)or more acres;including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Els`
an:part of a larger common plan that will ultimately disturb one ormore acres of land: which Exceed Fifteen(15)feet of Vertical Rise to t/
including Construction activities Involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance?
the DEC has determined that a SPDES permitis required for storm water discharges.
(SWPPWs Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or Other impervious D
for Storm Water Discharges from Construction activity-Permit No.GP-0:10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off [/
1.The SWPPP shall be prepared prior to the submittal of the NOI.The NO)shall be Into andlor in the direction of a Town right-of-way?
submRted to the Department prior to the commencement of construction activity.
2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material,
required,post-construction storm water management practices that will be used andlor Removal of Vegetation and/or the Construction of any
constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder
compliance with the temLs and conditions of this parmit-In addition,the SWPPP shag Area?frhis item will NOT Include the Installation of Driveway Aprons)
Identify potential sources of pollution which may reasonably be expected to affect the
quality of storm water discharges. In
it Any Answer to Questions one through Nina is Answered with a Check Mark -
3.All SWPPPs that require the post construction storm water management practice in a Box and the construction she disturbance is between 5,000 S.F.&1 Acre in area,
component shall be prepared by a qualified Design Professional Licensed in New York a Southold
and,Grading,Submitted
o Erasion Control Plan Is Required by the gown li
that is knowledgeable in the principles and practices of Storm Water-Management. Southold and Mustark(Submitted for ReviewPriorQuestion
n is Requiancered
of Any Building Permit
(NOTE: AdteekR4ark(,j)and/arAnswerior eachQueslionisRequiredforaComplete ApphpGan)
STATE OF NEW YORK, V� o
COUNTYOF..............i............................SS
Miat I,,q.`C_ i_..... ... . .....being duly sworn,deposes and says that he/she is the applicant for Permit,
(Name of 1ndiJidual sisgning f?oaime
And that he/she is the .....r..F.....`..'-�'.19e�.....� i"� ......................_.....-•----• ......................
- - (Owne, r,Agent,Corporate Officer,etc.)
Owner and/or representative of the 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 anner set forth in the application filed herewith.
Sworn to III, this: /
........... ay of. ..... .. '.... . ..............20.
..... .... ..... . .......... ...........
Notary Public: .,.
CONS LISOWY tSignature of Appncant}-�•
FORM —061'10
Notary Public, tate o New or
No. OIL16110900
Qualified in Suffolk County
Commission Expires June 01,2012
I just spent my last seasonal weekend at the cottage I rent in Peconic
on the bluffs of the Long Island Sound. I am shocked that Richard Principi
is allowed to do what he is doing to the property along the Bluff. I know he
has permits but has anyone been out there to inspect? -I didn't think a
foundation was allowed that close to the bluff without a retaining wall. I'm
sure there will be two new structures exceeding what was actually permitted
once he's finished. It is a shame that he has been allowed to destroy more
fragile properties in such sensitive areas.
"Concerned"
D EC E
! OCT 1 44 2010
BLDG DEPT
TOWN OF SOUTHOLD
Date
File#
TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM
UU �/!//lid'/2Q f
Location of Complaint: 7L��, r.7ans SCTM #9 L+—I` •
Property Owner: cuie5 Phone
Address:
NATURE OF COMPLAINT: ,@
K V Lie- M
& J
A TION TA N: /
Optional: f �`''_ ' e� Q_ r
Complainant: By Phone Mail In Person
Address Phone:
Report Taken By: Date
Date Referred to Code Enforcement:
CODE ENFORCEMENT REPORT
SITE INSPECTION REPORT/DATE:
ACTIONlDATE: �(, �C'_Gt/�l �
of SO!/j�Ql
0
Town Hall Annex [ J [ Telephone(631)765-1802
54375 Main Road H Fax(631)765-9502
P.O.Box 1179 G �Q
Southold,NY 11971-0959 'Q
�yc4UM`1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
To: Rose V Curto (owner) and Richard J. Principi Jr. (applicant)
4730 Blue Horizon Bluffs
Peconic, New York 11958
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
4730 Blue Horizon Bluffs, Peconic, New York
S.C.T.M. 1000-74-1-35.54
Pursuant to Section 144-8AM & 280-153 of the Code of the Town of Southold,
New York, you are notified to immediately suspend all work and building activities
until this order has been rescinded.
BASIS OF STOP WORK ORDER:
Going beyond scope of Building Permit#35879, issued 9/20/10
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When Southold Town Trustees, Zoning Board of Appeals & Building
Dept. have issued approvals
Failure to remedy the conditions aforesaid and to comply with the applicable
provisions of law may constitute an offense punishable by fine or imprisonment
or both.
DATED: October 20, 2010
George Gillen
Building Inspector
(cert. mail)
_ . .� Oi�V N OF SO UTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. I_QT
t r'1 �
ER 1 N1R N E ACR.A.
L4Y t> A= C>r.5 S w TYPE OF BUILDING
PP F"
FEES. -SEAS. VL. FARM comm. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
EY
j/ -L J G9�- 33
r
ce
r -
Tillable �j� � � FRONTAGE ON WATER 22 48 g2 '
Wpodland FRONTAGE ON ROAD - -
-
Megclowkind DEPTHav
O
Rept . t T BULKHEAD
Total
a
:., r ■■■■■�■.■�l� ■■■�■■
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[nterior
EROSION CONTROL MEASURES
1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC,DURING THE
COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOM
® / GOLDSMITH'S INLET
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS,PONDS,WATER COLI@SES,
DRAINAGE INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED
V BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE FOLLOWING GENERAL CONDITIONS LONG ISLAND SOUND
SHALL BE OBSERVED:
- EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED.
` Q / - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AWAS
AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. $ALT MARSH Lk
- THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF
VELOCITIES.
CPI - SEDIMENT SHALL BE RETAINED ON THE SITE. PROJECT LOCATION
SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF ERM'ON
o CONTROL MEASURES SHALL CONFORM TO THE'NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
CONTROL'.
2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REOJIRED
/ / / V ✓ �� /j ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE 76
SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS.
3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE Or
TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL
CONSERVATION SERVICE RECOMMENDATIONS.
4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT Bl'ILDUP
THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED.
5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY'"HE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROL("GED Q�
STORMS. MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIF OF
SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION.
6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION.
� � J 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEERIS G9/
EX_WOOD PLATFORM AND /� \ ��� / \ \ / FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINS)UNTIL
STAIRS TO REMAIN �/ /�� \� \1( ✓ ` THE SITE IS PERMANENTLY STABILIZED.
SILITENCE AND`/ PO / \ 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND
HAYBAL[ / v DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION,PAVED AREAS
SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY.
� P�t�E� ` I\EX WELL p4 ''�O/
�
EXISTING BUILDING TO REMAIN / 9� �� OS _
REPLACE EXISTING ROOF SHINGLES,SIDING, �, � , 0 DRAINAGE CALCULATIONS:
WINDOWS AND DOORS �' � , > ` �` �
.00, THE PROPOSED ONSITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2'
y RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10'DIAMETER DRYWELLS
PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED
ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,CONCRETE 1.0, AND
PROVIDE NEW GUTTERS AND LEADERS AND
/ I\ 41 LANDSCAPING 0.30.
CONNECT TO NEW DRYWELL WITH 8'0 ADS PIPE DPAINAGE AREA
STORAGE REQUIRED:
ROOF AREA: 574 SF X 1.00 X 2912=96 CF
�6-/s AM
EX WOOD DECK AND /]/J/ � / ,\ / VDD STORAGE REQUIRED:
STAIRS TO BE REMAIN /
NEW 10'0X2'DEEP DRYWELL `\` / �ROp l ��` 96 CF 168.42 CF/VF=1.4 VERTICAL FEET REQUIRED � �Q
EXISTING STOCKADE FENCE AND FOR ROOF RUNOFF \� -,, / A STORAGE PROVIDED:
ENCLOSED SHOWER TO REMAIN \ ,, T
USE i-10'0 X 7 DEEP DRYWELL
\ I _ GENERAL NOTES
\ / ` 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
\ SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SOUTHOLD TRUSTEES AS REQUIRED.
2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 22,2010 BY
HANDS ON SURVEYING.
3. COASTAL EROSION HAZARD LINE AS DEPICTED ON THE COASTAL EROSION HAZARD AREA MAP TOWN OF
SOUTHOLD,SUFFOLK COUNTY,NEW YORK PHOTO NO.57,556-83 SHEET 6 OF 49.
� I
4. LOT AREA 62252 SQ.FT.=1.429 ACRES
`\ 5. CURRENT ZONING RR&R-40 RR:31,587 SQ.FT.R-40 30,665 SQ.FT.
/ 6. S.C.T.M.DIST.1000 SEC.74 BLK.01 LOT 35.54
7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON
THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
\ \ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE
\` COMMENCING WORK.
791
9. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,
STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR
\ ' I DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ONSITE.
10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO
LEACHING BASIN NOTES: \ PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE
/ \ V METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL
MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'.
1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES ASillo,
MANUFACTURED BY SUFFOLK PRECAST INC.OR EQUIVALENT. It Nb W 11. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO
2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL Af f \ c� WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO
` THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS.
POSTS-STEEL,T OR U SHAPE TYPE
DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I.IN 26 DAYS.OR 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,
2'HARDWOOD 3. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED. ``` / CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING.
EXCAVATIONS TO BE PROTECTED WITH FENCES,BARRICADES AND OTHER APPROVED
FENCE WOVEN WIRE 14.5 GAUGE /\` / 13. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL
6'MAX MESH OPENING - -
METHODS.
FILTER CLOTH-MIRAFI 140N
REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE
OR APPROVED EQUAL 5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD _/ ® / DESIGNED TO SUPPORT H-20 TRAFFIC LOADING.
CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. _ •_ �
14. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE
6. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF
PROVIDED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX / Q HEALTH SERVICES.
x
36'MIN.FENCE POST-----,,,,...
p z z 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING
lfAYB4LES TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO
Uj ZDN • L144AU46FA(ET(7YP.) THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE
J REQUIREMENTS OF THE TIRE 29 CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND
UNDISTURBED GROUND HEALTH REGULATIONS FOR CONSTRUCTION(OSHA).
r_ g py fLOW ',", ;•. v 1.
SILT FENCE NOTES: 8. BACKFILL AND COMPACTION SHALL BE IN 6'LIFTS. ALL BACKFILL MATERIAL TO BE
COMPACTED BACKFILLBOUND STRAW BALES COMPACTED BY JETTING OR OTHER APPROVED MEANS. y
1. WOVEN WIRE FENCE(MIN.14112 GAUGE MAX 6'MESH SPACING)
,.
'X6'TRENCH
WITH FILTER CLOTH OVER FENCE. _ SUFFOLK COUNTY STANDARD DRAIN AND
EMBED FILTER z WOOD SLOTTED COVER PATTERN No.1383 AS MANUFA BY
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE STAKES(TYP.)
CAMBELL FOUNDRY OR AN APPROVED EQUAL.
--
WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. CLOTH 6'MIN.
SEE BEDDING y a (�'�.J•' ' j `�
INTO GROUND C9 DETAIL) �� FLOW PRECAST /
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY CHIMNEY FINISHED GRADE t r ! D CIF i i.l j�, s` 7 175
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. STRAW BALE INLET PROTECTION DETAIL ` 7/27/10 TRUSTEE COMMENTS
TWO REBARS,STEEL PICKETS, I
BEARING zI :l 0r: c1^1
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL NOTES: OR 2'x2'STAKES DRIVEN � ` /\4'VERTICAL 'TRAFFI TOP SLAB y � E t "' i + c 1 REVISIONS
REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE. 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 7 INTO GROUND.FIRST FACE ) ;`_ •,
24'
SECTION AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE
WOVEN WIRE FENCE(MIN.14112 TOWARDS PREVIOUSLY LAID BEDDING DETAIL
GAUGE MAX 6'MESH SPACING) 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES tzta� �•.`';.:'-• ,1I
POSTS(TYP.) 36'MIN.FENCE POSTS. AND PLACED SO THE BINDINGS ARE HORIZONTAL FLUSH WITH TOP OF BALE
1 MAX CENTER TO CENTER DRIVEN 16'MIN.INTO THE , a
a ! Q'��x,�.coyo y0
GROUND 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES ' - ''3"COLLAit• ' i' ^'. `�; z - ___ CO
OR REARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH ANGLE FIRST STAKE TOWARD �� � WRAP WITH 6 OZ.(MIN.)NONWOVEN
BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE . w
PREVIOUSLY LAID BALE GEOTEXTILE(FILTER FABRIC)MIRAFI +"` w
TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH t =•'~' CO)
w 140N OR AN APPROVED EQUAL. ~••- :, PRECAST DRAINAGE - ��, r► W
,L WITH THE BALE. �� ��• RINGS
o SHEET PILING AS REQUIRED J- i,
T _ 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL
Flow npnsah P.C.Mia•rkiafm d ttb NAr Yak Stns r-' on Lair, `U
819
Plea an pnpasd bq Codm E
0 .: ArYda t15 Section 7206,hr am paeaon uiaas stip adr h 3edon d a tuned P�dariarl A
to
I'm MADE PROMPTLY AS NEEDED. .�, �� EXCAVATE AND BACKFILL 3 FEET AROUND a p aFESS�'
io - LEACHING RINGS WITH SUITABLE POROUS !' El*kr ArdirctorLe dSawrorisal�ree�ft a���n��a�sand" �„�.��
5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS MATERIAL AS APPROVED BY THE ENGINEER. : :' _a - =',,: w dtix to th Nwn%sim 9W NW 10
natatim•AlWee qr loloa ed by h alhs aiprin ed the ere of
SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. a.: • ,t . _ o a each dteraiam and a apecxr edte dter>�on
6'PENETRATION INTO Z
GROUND ;`'•�' :.' ' ,: `:< .• :•...':: 2
`�'`�� `''r� 4~+` r-J`•r•Y:: �:i°4~ "^ "^<L.y a
~• CURTO MPROVEMENTS(SEE SECTION) ELEVATION � 1 =�°-°ANCHORING DETAIL
EXCAVATE A MINIMUM OF 6' Condon Engineering, P.C.INTO VIRGIN STRATA g Country Route 48 Vnk
OF SAND AND GRAVEL OR TO BOTTOM OF DRYWELL
SILT FENCE DETAIL STRAW BALE DIKE DETAIL WHICHEVER IS DEEPER. DRYWELL DETAIL Drawn by:JJC 1755 Rmd Peconic, New York
NOT TO SCALE NTS Matlltudk New York 11952 OF
(631)298-1986 (631)298-2651 Fax
Date: 6/25/2010 wWWOOFIdonengireeT>rl9.mn SITE PLAN
SCOPE OF WORK:
1. EXISTING BUILDING TO REMAIN UNHEATED,
' `�� --
2. REPLACE EXISTING ROOF SHINGLES,SIDING,WINDOWS AND DOORS
3. INSTALL NEW ROOF DRYWELL,GUTTERS,LEADERS AND ASSOCIATED PIPING.
-------------
J,.
X REPLACE EXISTING WINDOWS AND DOORS(TYP.)
-`-
REPLACE EXISTING ROOF SHINGLES �'' �F..,._--- .__ -...�,4V,•\
REPLACE EXISTING ROOF SHINGLES
R PLACE EXISTING SIDING �
�
REPLACE EXISTING SIDING � __—_SOUTH.SIDE _
' REPLACE EXISTING WINDOWS AND DOORS(TYP.) j �- __/ REPLACE EXISTING WINDOW ITYP.) ^
0 CLOSET SINK
20X20 —
KITCHEN CP
� '� BEDROOM J
t
o � l
NORTH ELEVATION
SOUTH ELEVATION
cl cl
" REPLACE EXISTING DOOR
REPLACE EXISTING ROOF SHINGLES / REPLACE EXISTING ROOF SHINGLES EAST SIDE WEST SIDE
LIVINGROOM
10'-0'
REPLACE EXISTING WINDOWS AND DOORS(TYP.) REPLACE EXISTING WINDOWS AND DOORS(TYP.) .
m
Ll
O APPROVED AS
REPLACE EXISTING SIDING '
REPLACE EXISTING SIDING NOTED
—-- --�� NORTH SIDE DATE',. 0-1 0. ,B.F.# 3c1 17Y
F CE 31t�„
31-00—...BY
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1 FOUNDATION-TWO REQUIRED
FIRST FLOOR PLANFOR POURED CONCRETE
2 ROUGH-FRAMING,PLUMBING,
WEST ELEVATION STRAPPING,ELECTRICAL dt CAULKING
3. INSULATION
EAST ELEVATION RETAIN STORM WATER RUNOFF 4 FINAL-CONSTRUCTION a ELECTRICAL
PURSUANT TO CHAPTER 238 MUST BE COMPLETE FOR C.A.
ALL CONSTRUCTION SHALL MEET THE
OF THE TOWN CODE. REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
C.'1t.J�v. 't 'tf ti .`t-� . , R .,,elf i�.S OF
*� _1� � i 1t_� i.s�.�.
NEWYOB:fid S�? + i Y T01� 1N CODIS
AS REQUIRED AN" CONDMONS OF 7/27/10 TRUSTEE COMMENTS
REVISIONS
31
�p 7.1 P7 "SUS i:`S ��OF PdF�'Y
J.cO,yo y0
IJ.S.DE"
s'
Plans are prepared by Condon Engineering,P.C.It is a violation of Ute New York State tV
Education Law,Article 145,Section 7209,for any person unless acting under the
direction of a licensed Professional Engineer,Architect,or Lard Surveyor,b alter arty
item in any way.If an item bearing the seal of an Engineer,Architect,or Lad Surveyor 1 v
is altered,the alteri Engineer, f'��'r
ng rhg' Architect or Lard Surveyor shaitl affix to the item
his/her seal and the notation'Altered W followed by his/her sigmahtre and the date of
such alterations,and a specific description of the alteration.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CURTO IMPROVEMENTS
Scale: 114" = 1,-oa Condon Engineerin P.C.
Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazards `� Country Route 48
Depth Temp. Underlayment Drawn by:JJC 1755 Sigsbee Road PeConiC, New York
Required Mattituck, New York 11952 OF
25 psf 120 mph B Severe 36 in. Moderate Slight to 11°F Yes (631)298-1986 (631)298-2651 Fax EXISTING
to Heavy Moderate Date: 6/25/2010 www.condonengineering.com
CONDITIONS-PLAN 2
EROSION CONTROL MEASURES
1. IN ACCORDANCE WITH THE PROVISIONS OF HE USEPA GENERAL PERMIT AND HE NYSDEC,DURING HE
COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME GOLDSMITH'S INLET
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,
DRAINAGE INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED LONG ISLAND SOUND
BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE FOLLOWING GENERAL CONDITIONS
SHALL BE OBSERVED:
O� a�
EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED.
GRADINGCLEARING AND SCHEDULED SO TO MINIMIZE HE SIZE OF EXPOSED AREAS SST MARSH LA
AND THE LENGTH OFTIME THAT AREAS ARE EXPOSED.
/ THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF
`�\�I VELOCITIES.
GSEDIMENT SHALL BE RETAINED ON HE SITE. PROJECT LOCATION
Off`
`� / / \ J/ / SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES SHALL CONFORM TO THE'NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
jj CONTROL".
100
2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REQUIRED
ALONG THE LIMITS OF DISTURBANCE FOR HE DURATION OF HE WORK. NO SEDIMENT FROM THE SITE 7O
SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS.
< 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH HE USE OF
TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL
�� CONSERVATION SERVICE RECOMMENDATIONS.
4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP
THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED.
5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE ,G
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED QV"
STORMS. MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OF
SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION. 41-
L
SAT ,P� CT'
�����i j � ♦ j j���/ // //� \ � � � � � -� 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. �q
/ j // /j \ \�\ I pS�� �""'`� ✓ / 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS
FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL 'Q�
EX.WOOD PLATFORM AND / // //�/� � / THE SITE IS PERMANENTLY STABILIZED. 9�
TO REMAIN / / ✓
STAIRS j / \ \ ES �� /
/ / / 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND
/ SILT Y�NCE AND R / DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION,PAVED AREAS
�/ HAYBALE'S\ SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY.
I\EX.WELL EPR �80' / DRAINAGE CALCULATIONS:
EXISTING BUILDING TO REMAIN � /
REPLACE EXISTING ROOF SHINGLES,SIDING, HE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA 2'
WINDOWS AND DOORS v I\ /
RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10'DIAMETER DRYWELLS
/ Z�� / PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED
ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,CONCRETE 1.0, AND
LANDSCAPING 0.30.
PROVIDE NEW GUTTERS AND LEADERS AND _ °�- \ / (1 DRAINAGE AREA
CONNECT TO NEW DRYWELL WITH 8"0 ADS PIPE �v\� �J STORAGE REQUIRED:
0 / , ROOF AREA: 574 SF X 1.00 X 2"112=96 CF 48)
�71ISTORAGE REQUIRED:\ D 96 CF 168.42 CF/VF=1.4 VERTICAL FEET REQUIRED M,pp�ERO o�
EX.WOOD DECK AND pp � _\ / \F
STAIRS TO BE REMAIN / __``
! NEW 10'0 X 2'DEEP DRYWELL \� O / � ONG`\S
FOR ROOF RUNOFF � / �, � STORAGE PROVIDED: �
EXISTING STOCKADE FENCE AND \ USE 1-10'0 X 2'DEEP DRYWELL
ENCLOSED SHOWER TO REMAIN °�`_,• '-_ ���
GENERAL NOTES
1
SPECIFICATIONSI OF HEE TOWN OF SOUTHOLD TAND THE SOUTHOLD TRUSTEES AS REQUIRED.
/ 2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 22,2010 BY
HANDS ON SURVEYING.
3. COASTAL EROSION HAZARD LINE AS DEPICTED ON THE COASTAL EROSION HAZARD AREA MAP TOWN OF
SOUTHOLD,SUFFOLK COUNTY,NEW YORK PHOTO N0.57-5563 SHEET 6 OF 49.
� \ 4. LOT AREA 62,252 SQ.FT.=1.429 ACRES
\ 5. CURRENT ZONING RR&R-40 RR:31,587 SQ.FT.RAO 30,665 SQ.FT.
/ \ \/ \ 6. S.C.T.M.DIST.1000 SEC.74 BLK.01 LOT 35.54•
N0 7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON
THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
8. THE CONTRACTOR SHALL BE RESPONSIBLE,FOR SECURING ALL NECESSARY PERMITS BEFORE
COMMENCING WORK.
9. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,
STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR
' I DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE.
10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO
C X o PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE
U METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL
LEACHING BASIN NOTES: \\
\ \ \ MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL".
1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS \ 11. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO
MANUFACTURED BY SUFFOLK PRECAST INC.OR EQUIVALENT. � COF WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO
E AST STRUCTURES SHALL EgRjy�Q4TS p \ \ THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS.
2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRC RNEWAY
DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I.IN 28 DAYS. __` /
12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,
POSTS-STEEL,T OR U SHAPE TYPE CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING.
OR 2"HARDWOOD 3. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED. - _ `\\
EXCAVATIONS TO BE PROTECTED WITH FENCES,BARRICADES AND OTHER APPROVED /\\ / / ^^ 13. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL
FENCE-WOVEN WIRE 14.5 GAUGE METHODS. / REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE
6"MAX.MESH OPENING
� DESIGNED TO SUPPORT H-20 TRAFFIC LOADING.
FILTER CLOTH-MIRAFI 140N 5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD
OR APPROVED EQUAL CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. - / 14. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE
6. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF
n PROVIDED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX / 4O HEALTH SERVICES.
= 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING
6"MIN.FENCE POST----,,,,,,, o
3TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO r
J Z Z
i THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE
ffAYBALES ■ ■ DRA1AfAGEINLET(TYP.J REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND
F N
HEALTH REGULATIONS FOR CONSTRUCTION(OSHA).
UNDISTURBED GROUND �o FLOW FLOW FLOW - ---
8. BACKFILL AND COMPACTION SHALL BE IN 6"LIFTS. ALL BACKFILL MATERIAL TO BE
•
SILT FENCE NOTES: COMFACTED BY JETTING OR OTHER APPROVED MEANS. j - L .._l `
COMPACTED BACKFILL BOUND STRAW BALES / '`mss/ _ r
SUFFOLK COUNTY STANDARD DRAIN MANH ME AND ` _
L
H SPACING r_r<.,t' f
1. WOVEN WIRE FENCE(MIN.141l2 GAUGE MAX.6'MESH ) "X6"TRENCH
WITH FILTER CLOTH OVER FENCE. ■ � � ■ SLOTTED COVER PATTERN No.1383 AS MANUFAC BY
2X2 WOOD
EMBED FILTER z STAKES(TYP.) CAMBELL FOUNDRY OR AN APPROVED EQUAL. / °( ° ;
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOH 6"MIN.
(SEE BEDDING PRECAST I r
WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND DETAIL) O FLOW CHIMNEY FINISHED GRADE t `tr'`' ' I Y `� ' ) ""
i 7/27/10 TRUSTEE COMMENTS
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STRAW BALE INLET PROTECTION DETAIL / h 4 'r I REVISIONS
OVERLAPPED BY SIX INCHES AND FOLDED. TWO REBARS,STEEL PICKETS,
'TRAFFIC BEARING �'� y
SHALL B
E Q �\� TOP SLAB ..." '�r o�� l..t 1' a,r'.,,°�,7 I . .�...P!.�J �
OR 2'x2"STAKES DRIVEN 4'VERTICAL
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL NOTES: 2 INTO GROUND.FIRST ` '\ FACE
ES SHALL BE PLACED AT HE TOE OF A SLOPE OR ON THE CONTOUR _24--
4.
4"
REMOVED WHEN'BULGES"DEVELOP IN THE SILT FENCE. 1.BALES STAKE DRIVEN AT ANGLE
SECTION ANDINAROWWITHENDSTIGHTLYABUTTINGTHE ADJACENT BALES. BEDDING DETAIL � � �"�
TOWARDS PREVIOUSLY LAID ''
41/2 IL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES 12��' ? i i� �•��'CONO 0�
WOVEN WIRE FENCE(MIN.14 2.EACH BALE SHALL BE EMBEDDED IN THE SO
GAUGE MAX.6'MESH SPACING) FLUSH WITH TOP OF BALE t'" ;: L__ n
36'MIN.FENCE POSTS. AND PLACED SO THE BINDINGS ARE HORIZONTAL.
POSTS(TYP.) I O
DRIVEN 16'MIN.INTO HE _ ..•.w •' � ,
10'MAX CENTER TO CENTER t /
GROUND 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY ETHER TWO STAKES WRAP WITH 6 OZ.(MIN.)NONWOVEN :• /
OR RE-BARS DRIVEN THROUGH THE BALE. HE FIRST STAKE IN EACH ANGLE FIRST STAKE TOWARD GEOTEXTILE(FILTER FABRIC)MIRAFI n> W
A ✓ ..
BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE ''
I 17F I- w 140N OR AN APPROVED EQUAL. PRECAST DRAINAGE
TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH t
' RINGS
LL z WITH HE BALE. m �+ SHEET PILING AS REQUIRED '� violation A
an
LL - t moi" +.�• .n Article 145,Section 72D9,for nyglpmson unless acting derthe direchtionofFcnsed Professional' p�QFES51` `
Flow ,..
o ::
`fl NT AND REPAIR REPLACEMENT SHALL BE ` Architect or Land
INSPECTION SHALL BE FREQUENT EXCAVATE AND BACKFILL 3 FEET AROUND
i Engineer,Architect,or Land surveys,to atter any item in arty way.Engineer, ream beadng the Susi Surveyor shall
LLT Ed1 E'. . • . _ 4.INSPECT 0 x` �
NEEDED. -V RINGS WITH SUITABLE POROUS !'
Engineer,Architect
Re srh y�landMeenor otaarhlo�teeedWfollowedng hisfhersignature andthedate of
u, MADE PROMPTLY AS N _ LEACHINGUJI
ATERIAL AS APPROVED BY THE ENGINEER. `.'` Such alterations,and a Specific description ofthe attention.
5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS .'•;..:'•- :
RM FLOW OR DRAINAGE. " ; t z o
SO AS NOT TO BLOCK OR IMPEDE STORM - ,� y` '`� •:" Z
.. NO CURTO IMPROVEMENTS
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