HomeMy WebLinkAbout1000-56.-6-8.7 OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, N-Y 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Jill Doherty, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: September 16, 2010
Re: Proposed Wetland Permit for CAROL R. DENSON
SCTM# 1000~56-6-8.7
CAROL R. DENSON requests a Wetland Permit to construct an approx. 1400 sf. second-floor addition
to the existing building, install a French drain throughout the parking lot, install a 25' vegetated buffer
along the landward side of the retaining wall, and install a post and rail fence or an approved equal at
the edge of the buffer zone. Located: 750 Old Main Rd., Southold. SCTM#56-6-8.7
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.
Based upon the information provided on the LWRP Consistency Assessment Form submitted to this
department, as well as the records available to me, it is my recommendation that the proposed action is
CONSISTENT with the denoted following Policy Standards and therefore is CONSISTENT with the
LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a detenulnation of consistency. *Except minor exempt actiorm including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. If an action cannot be certified as consistent with the LWRP policy
standards and conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.nortlffork.net), the Board of Trustees Office, the Plunning. Deparmaent, all
local libraries and the Town Clerk's office. ~ '· ~ '
B. DESCRIPTION OF SITE AND PROPOSED ACTION )i
1. Category of Town of South~d agency action (chec//k/a~ppropfiate response):
(a) Action undertaken di~y by Town agj~y (e.g. capital
construction, planning ~q~vity, agen/c~fregulation, land transaction)
_, .... '
Co) Financial assistance (e.g. grant, loan, subsidy) ~,/],// I x, :. 6"'
(c) Permit, approval, license, certification: [~ .:\'~ '~
Nature and extent of action:
If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: ~"/~4
Co) Mailing address: I~
(c) Telephone number: Area Code ( ) 30oq-° o~]- Oq'77
(d) Application number, if any:.
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes [] No [] If yes, which state or federal agency~
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
[] Yes [] No [] Not Applicable
77?/3
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southoid. See
LWRP Section III - Policies Pages 3 through 6 for evaluation criteria
[] Yes [] No [] Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
Yes [] No ~-~ Not Applicable
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section 1H - Policies Pages 8 through 16 for evaluation criteria
~-"IN Yes [] No [] Not Applicable
PoUcy 5. ~t~t ~d imp~ve wa~r q~ty and supply in the Town of ~u~old. See LW~ S~fion IH
- Policies Pages 16 through 21 for evaluation criteria
Yes ~ No ~NotAppUcable
Attach additional sheets it' necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section IH - Policies; Pages 22
through 32 for evaluation criteria.
~Yes ~ No ~'~ Not Applicable
!
Attach additional sheets if n~ccssary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section IH - Policies
Pages 32 through 34 for evaluation criteria.
[-~ Yes [-~ No ~ Not Applicable
Attach additional sheeis if necessary
POlicy 8. ]Minimi,e environmental degradation in Town of Southold from solid waste and bnTardous
substances and wastes. See LWRP Section IH - Poficies; Pages 34 through 38 for evaluation criteria.
['~ Yes [] No [] Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section HI - Policies; Pages 38 through 46 for evaluation
criteria.
[] Ye~ No [] Not Applicable
Attach additional sheets if necessary
WOI~KING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section IlI.- Policies; Pages 47 through 56 for evaluation criteria.
~ Yes ~ No [] Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
Yes ~ No ~ Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III'- Policies; Pages
62 through 65 for evaluation criteria.
Yes [] No ~-~ Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
~ Yes ~ No ~-~ Not Applicable
PROPOSI
SF Xt2'[
DEEP
TEST BORING
~t
LOT 14
UT(L
oPOU~
~ENCH DRAIN t4,306
EEP AND 6,76t SF X 6' X
DETAIL SHEET C-2)
GRAVELPAVE2 PERMEABLE PAVING
UNITS BY INVISIBLE STRUCTURES, INC.
OR AN APPROVED EQUAL
(PARKING AREA TO BE RAISED TO THE
SPECIFIED GRADES AND PAVER UNITS
TO HAVE A MINIMUM OF 60~ OPEN
SPACE AS REQUIRED BY NYSDEC)
PROPOSED 5' WIDE TRENCH
EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN
STRATA OF SAND AND GRAVE/ RACKRLL WITH
SUITABLE POROUS SAND AND GRAVEL MATERIAL
PROPOSED PoEt & RAIL FENCE
OR AN
EDGE OF THE BUFFER ZONE
25' NON-FEI~nLIZED BUFFERZONE
TO BE PLANTED WITH AMERICAN CAPE
BSACHGRASS (AMMOPHILA
BREVILLIOULATA)
~.A.A
UTIL.pOLE
0
.VA.5
· , %
/
/ /
/ /
/ /
\ .~ ~ / ', TANK
\ o ( \
\
RE~AU~T
OLD BARGE ) ~ ~'
'-, \
LOT I D
\
2~ NON~eERTILI~ED BUF. F~R ZONE
AMERICAN CAPE
BREVILLIGULATA) / /
LEGEND EXISTING PROPOSED
FRENCH DRAIN
SANITARY SEWER
GRAVEL pAVEMENT
ASPHALT PAVEMEN~
BULKHEAD i
CONTOUR
SPOT GRADE
FLOW ARROW
PROPERTY LiNE
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL
+5.5
I--': -::---.":':
99.7
TEST BORING B-1
0.0
CLAY AN0
DEBRIS
WATER IN CLAY
AND DEBRIS
CLAY {CH)
SAND (SW)
CLAY (CH~
HASHAMOMUCK
N
E
S
51TE LOCATION
SCALE: PT.
50UTHOLD DAY
0 500 1000
KEY MAP
EROSION CONTROL NOTES:
t. DURING THE COURSE OF CONSTRUCTION, THE USE OF EROON AND SEDIMENT CONTROL M~SURES
WILL BE NECESSARY IN ORDER TO PREVENT' SEDIMENT FROM lASHING ONTO ADJACENT OFF~'TE
AREAS, WATERWAYS, DRAINAGE INLETS, RECHARGE BASINS, ~C. THE FIELD 0ONDITIONS OI~HE SiTE
WILL DICTATE WHICH EROSION CONTROL MEASURE(S) MAY BE ECESSARY DURING CONSTR~TION.
TEE SPECIFIC EROSION CONTROL MEASURES UTI~ ~TPO SHALL QNFORM TO 'qHE NEW YORK'
GUIDELINES FOR EROSION AND SEDIMENT CONTROL, LATEST EI~ION".
THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS)ESCRIBED IELOW OR NOIRECTED
BY THE LOCAL MUNICIPALITY:
- SEDIMENT SHALL BE CONTAINED ON-SITE AIND SHALL NOT BE PERIITTED TO INTER ADJ~EST
PROPERTIES, PUBLIC ROADS OR DRAINAGE ~YSTEMS. SILT FENCE, AY BALE~EETC. SHAL BE
INSTALLED ALONG THE LIMITS OF DISTURBNNCE PRIOR TO THE STAiT OF COI~fRUCTIO~AND SHALL
BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
- E~STING VEGETATION TO REMAIN AND SHALL REMAIN UNDISTURBE~AND BALL BE ROTECTED BY
THE INSTALLATION OF CONSTRUCTION FENCIE OR OTHER APPROVED IF,~N S.
· CLEARING AND GRADING SHALL BE SCHEDULED BO AS TO MINIMIZE TI~ EX~JT OF -:XPOSED AREAS
AND THE LENG~r H OF TIME THAT AREAS AREIEXPOSED. GRADED, STRIPPED AI~ STO~PILE AREAS
SHALL BE STABILIZED WITH THE USE OF TEMPORARILY SEEDING AS REQDIREtCONSULT THE LOCAL
SOIL AND WATER CONSERVATION DISTRICT F'OR SEED MIXTURES, FERTILIZER ~ID MULCH
RECOMMENDATIONS. CLEARING AND GRADItNG SHOULD ONLY TAKE PLAOE AIERINSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURERS.
- RUNOFF SHALL BE DIVERTED AWAY FROM C::LEARED SLOPES.
· DRAINAGE INLETS INSTALLED AS pART OF THE PROJECT SHALL BE pROTEO'~D;FROH SEDIMENT BY
THE INSTALIATIONOF'DED/MENT~BARRIERS. SEDIMENT TRAPS, ETC., AS REQFR~.
- THE CONTRACTOR SHALL PROVIDE THE ME/AES TO CONTROL DUST THROU(1OUT CONSTRUCTION.
ALL DISTURBED AREAS SHALL BE IRRIGATE~ AS NECESSARY TO PREVENT ~DIMENT FROM BECOMING
AIRBORNE. ALL DISTURBED AREAS TO BE VIEGSTATED IMMEDIATELY AFTER/ORK IS COMPLETED.
· A STABIMZEO CONSTRUCTION ENTRANCE SIHALL BE MAINTAINED TO PRE'IT SOIL AND LOOSE
DEBRIS FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION BTRANCE SHALL BE
MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT RACKED ONTO PUBLIC
ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIB.
- EROSION CONTROL MEASURES SHALL BE INISPECTED BY THE CONTRACTIR PERIODICALLY AND
IMMEDIATELY AFTER HEAVY OR PROLONGEDI RAIN EVENTS. MAINTENANC[MEABURES TO BE
PERFORMED AS NECESSARY INCLUDING, BU'T ARE NOT LIMITED TO, CLEAIING OF SEDIMENT BASINS
AND TRAPS, CLEANING OR REPAIR OF SEDIMIENT BAR'ERS, CLEANING .MO REPAIR OF BERMS AND
DIVERSIONS, AND CLEANING AND REPAIR OF qNLET PROTECTION.
· EROSION AND SEDIMENT CONTROL MEASURIES SHALL BE CONSTRUCTES PRIOR TO BEGINNING ANY
OTHER LAND DISTURBANCES.
- SEDIMENT BARRIERS AND OTHER EROSION (CONTROL MEASURES SHALL REMAIN iN pLACE UNTIL
UPLAND DISTURBED AREAS ARE PERMANENITLY STABILIZED, AFTER PERMANENT STABILIZATION,
PAVED AREAS SHALL BE CLEANED AND DRAIIINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY.
GENERAL NOTES
1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF SOUTHOLD, AND NEW YORK STATE DEC AS APPLICABLE.
2. TOPOGRAPHIC AND BOUNDARY INFORMATION BASED FROM SURVEY BY PECONIC SURVEYORS
DATED SEPTEMBER 20, 2004.
A MINIMUM SEPARATION OF TEN (lO) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS
TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR
STRUCTURES. A MiNiMUM SEPARATION OF TWENTY (20) FEET HORIZONTAL SHALL BE
MAINTAINED BETWEEN STORM DRAINAGE AND SANITARY SEPTIC SYSTEMS.
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE
COMMENCING WORK.
ALL DRAINAGE PIPING MATERIAL TO BE 6" DIAMETER ADS N-12 SMOOTH INTERIOR CORRUGATED
POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL ROOF DRAIN PIPES
TO EXTEND A MINIMUM 10 IN TO THE FRENCH DRAIN.
ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE
DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS
NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS.
7. DU RING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SiTE AREAS, PONDS,
DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND
MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK
GUIDELINES FOR EROSION AND SEDIMENT CONSOL".
8. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION ~ DEPTH OF ALL UTILITIES PRIOR TO
THE COMMENCEMENTOFWORK. THE CONTRACTOR'ISADVIS~DALLSUBSURFACE
INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED
ACCORDINGLY IN THE FIELD.
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 DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE
BURIED ON-SITE.
10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICENT STEEL REINFORCEMENT
TO WITHSTAND AASHTO H-OD TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,
TRANSPORT TO THE SiTE AND SITE CONDITIONS AS SHOWN ON THE pLANS.
11. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,0DI) PSI CONCRETE AND SHALL
BE DESIGNED, CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING.
12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE
SI~EL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT
STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING.
13 MANUFACTURER TO CERTIEY THAT DRAINAGE PRECAST STRUCTURES DELIVERED TO THE SITE
MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD.
14 SITE AREA = 1.4219 ACRES
DRAINAGE CALCULATIIONS:
THE PROPOSED ON-SITE DRAINAGE SYSTEr, M TO PROVIDE STORAGE FOR A 4"
RAINFALL IN FRENCH DRAINS PROVIDING S3TORAGE WITHIN THE 35% VOIDS OF THE
STONE.. THE DESIGN IS BASED ON THE FOLLLOWING RUNOFF COEFFICIENTS: ROOF
AREA 1.0, CONG. OR ASPHALT PAVEMENT 1 .L0, PERVIOUS GRAVEL DRIVEWAY 0.5
AND LANDSCAPE 0.10.
DRAINAGE AREA "A":
STORAGE REQUIRED:
PAVEMENT AREA: 3,016 SF X 1.0D ~X 4'112 = 1,005 CF
ROOF AREA: 3,900 SF X 1 .OD ~X 4'~12 = 1,300 CF
GRAVEL DRIVEWAY AREA: 23,435 SF X 0.501 X4'112 = 3,906 CF
LANDSCAPE AREA: 9,775 SF X 0.101 X4"112 = 326CF
6,537 CF
STORAGE PROVIDED:
FRENCH DRAIN 14,306 SF X 13" BEEP = 14,3~0§ SF X 13"112 X.35 = 5,424 CF
FRENCHBRAINS,354SFX8"DEEP = §,3~54SFX8"/12X.35 = 1,482CF
6,906 CF
THE STONE DEPTH VARIES BETWEEN 12" T(OI 6" OVER THE 14,306 ARRA AND ~ TO
16' OVER THE 6,354 SF AREA.
S.C.T.M. DIST. 10O0 SEC. 58 BLK. 06 LOT 8.7
Scale: 1"=20'
Drawn by: J JO
Date: 6/2/2009
9/29/09 ADD BUFFER PLANTING
911109 NYSDEC COMMENTS
Condon Engineering, P.C.
17558igsbeeRoad
MattJtuck, NewYoTk11952
{631) 298-1986 {631)298-1986fax
www.condonenginee~ng.com
THE OLD BARGE RESTAURANT
OLD MAIN ROAD
SOUTHOLD, NEWYORK
GRADING AND
- 3RAINAGE PLAN
C-1'
OF
2
HA YBAL£$ ~
~zo~, h
2X2 WOOD ~
STAKES (TYP.)
(SEE BEDDING
DETAIL)
STRAW Bk
NOTES:
1. BALES SHALL BE PLI
AND IN A ROW WITH E
2. EACH SALE SHALL B
AND pLACED SO THE
3. BALES SHALL BE SE~
OR RE-BARS DRIVEN
SALE SHALL BE BRIV`"
TO FOROE THE SALE,"
WITH THE BALE.
4. INSPECTION SHALL I
MADE PROMPTLY AS
5. BALES SHALL SE RE
SO AS NOT TO BLOC~
~~ F~OW
-'_ INLET PROTECTION DETAIL
'-"B AT THE TOE OF A SLOPE OR ON THE CONTOUR
US TIGHTLY ABUTTING THE ADJACENT BALES.
EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES
IDINGS ARE HORIBONTAL
RELY ANCHORED IN PLACE BY EITHER TWO STAKES
ROUGH THE BALE. THE FIRST STAKE IN EACH
TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE
TOGETHER STAKES SHALL BE DRIVEN FLUSH
E FREQUENT AND REPAIR REPLACEMENT SHALL BE
IEEDEB.
]O~/ED WHEN THEY HAVE SERVED THEIR USEFULNESS
OR IMPEDE STORM FLOW OR DRAINAGE.
TWO REBARS, STEEL PICKETS,
OR 2"x2" STAKES DRIVEN
2' INTO GROUND. FIRST
STAKE DRIVEN AT ANGLE
TOWARDS PREVIOUSLY LAiD
SOUND STRAW BALES
FLOW, ' AL
PREVIOUSLY LAID BA~/~LL~-
ANCHORING DETAIL
STRAW BALE DIKE DETAIL
36" MIN. FENCE POST
NOTES:
1. WOVEN WIRE FEINCE (MIN. 14 1/2 GAUGE MAX. 6"
MESH SPACING) WITH FILTER CLOTH OVER FENCE.
2. FILTER CLOTH TO BE FASTENED SECURELY TO
WOVEN WIRE FENOE WITH TIES SPACED EVERY 24"
AT TOP AND MID SECTION.
3. WHEN TWO SEC'fICHE OF FILTER CLOTH AOJQtN
EACH OTHER THEY SHALL SE OVERLAPPED BY SIX
INCHES AND FOLBE!D.
4. MAINTENANCE SHALL BE PERFORMED AS
NEEDED AND MATEIRIAL REMOVED WHEN "BULGES"
DEVELOP iN THE SIILT FENCE.
WOVEN W~RE FENCE (MIN. 14 1/2
GAUGE MAX. 6" MESH SPACING)
POSTS
POSTS- STEEL, T OR U SHAPE TYPE
OR 2" HARDWOOD
FENCE - WOVEN WIRE 14.§ GAUGE
8" MAX, MESH OPENING
FILTER CLOTH - MIRAF1140N
/~OR APPROVED EQUAL
//
FLOW
COMPACTED BACKFILL
~,~z~ ~'~ X6 TRENCH
~ EMBED FILTER _
~ CLOTH 6" MIN
INTO GROUND,-
SECTION
36" MIN, FENCE POSTS,
MIN, INTO THE
GROUND
6" PENETRATION INTO
GROUND
(SEE SECTION)
ELEVATION
SILT FENCE DETAIL
EXISTING
2"8TONEOR
PAVEMENT
RECYCLED CONCRETE
PROFILE.
50' MIN,
.FILTER
CLOTH
LEXISTING
10' MIN, ORMATCH
ADJACENT ROADWIDTB
PLAN
NOTE;
MAINTENANCE TO INCLUDE PERIODIC TOP
DRESSING WITH ADDITIONAL 8TONE AS
REQUIRED,
MOUNTABLE BERM
i(OPTIONAL)
STABILIZED CONSTRUCTION ENTRANCE
PART# PIPE SIZE'A S C
0364AA 3" 2.50" 3.25" 4.7E"
0464AA 4'r 2.50",3.25" 4.75"
0465AA 4" 3.25' 4.50" 5.00"
0466AA 4" 2.56' 2.56" 4.63"
0664AA 6" 3,62' 5.63" 6,43"
[O~4Ao* 6" 3,62' 5,83" E,43"
Part 0664-AC Is PVC
HANOVER ECOGRID PERMEABLE PAVING
UNITS FILLED WITH ~/4" - 3/8" OPEN GRADED
I); FILL 1/2" FROM TOP
OR AN APPROVED EQUAL
2" OF 114" - 3/8" OPEN GRADED 8TONE,
NO FINES (AASHTO #8 OR 9)
4" OF 3/4"-1" OPEN GRADED
-- STONE, NO FINES (AASHTO#§7)
1 ~" - 2" OPEN GRADED STONE, NO
FINE8 (AASHTO #1)
16"OF~"-2" OPEN
FINES(AASHTO#1)
LEL 5.0 HP EL, 6,8
EL. 4.5 EX, GRADE
EL. 3.4 GW EL.
EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN
STRATA OF SAND AND GRAVEL, BACKFILL WITH
SUITABLE POROUS SAND AND GRAVEL MATERIAL,
6.t%
WASHED CRUSHED STONE
PROPOSED GRADE
DETAIL)
LP EL. 6.0 HP EL. 6.5
2% MIN. 2% MIN.
POORDRAININGCLAY$OILS I ' 5O'~IAX.
(8UBGRADE TO BE SLOPED 2,0% MIN,
TOWARD TRENCHES TO ALLOW
ETON E AREA ABOVE TO DRAIN)
PARKING AREA CROSS SECTION
LP EL. 6.0
WRAP WITH 6 CZ. (MIN.) NONWOVEN
GEOTEXTILE (FILTER FABRrC) MIRAFI
140N OR AN APPROVED EQUAL.
PERVIOUS PARKING SECTION
WRAP WIITH 6 OZ. (M]N) NONWOVEN
GEOTEXT'ILE (FILTER FABRIC) MIRAFI
140M OR AN APPROVED EQUAL,
FRENCH DRAIN SECTION (LANDSCAPE AREAS)
P[ar~ampreparedbyCondanEnglneering, P,6, it S.C.T.M. DIST. 1000SEC. 56SLK, 06LOTS,7
Scale: NTS
Drawn by: J JO
Date: 61212009
Condon Eng neenng, P.C.
1755 SIgsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www.condonengineedng.com
ALUMINUM LEADER
(SEE ARCHITECTURAL PLANS)
DOWNSPOUT ADAPTER (ADS
OR APPROVED EQUAL)
(SEE CHART FOR PART NUMBER)
PROPOSED GRADE
4SCBEND(MAX
6"ADS PIPE(
450 BEND (MAX.)
E" ROOF DRAIN
LATERAL (TYP.) WITH
6"X 6" WYE
NOTE: 6" ADS PiPE MAY BE
USED WHEN A DOWNSPOUT IS
CONNECTED DIRECTLY TO A
BRYWELL
ROOF DRAIN ADAPTER DETAIL
PRECAST STRUCTURE NOTES:
1, ALL PRECAST STRUCTURED SHALL BE CONSTRUCTED WITH
SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND BASNTO
H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND
SHRINKAGE, TRANSPORT TO THE SITE AND SITE CONDITION8 AS
SHOWN ON THE PLANS,
2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH
4~$0O PSI CONCRETE AND SHALL BE DEEIGNED~ CONSTRUCTED
AND INSTALLED TO SUPPORT AASHTO H-2O TRAFFIC LOADING,
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL
PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT
AND PROVIDE CERTIFICATION BY THE PRECAET MANUFACTURER
THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC
LOADING,
4, MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY
PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL
REQUIREMENTS OF THE TOWN OF SOUTHAMPTON, SUFFOLK
COUNTY DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK
COUNT'(.
THE OLD BARGE RESTAURANT
OLD MAIN ROAD
SOUTHOLD, NEWYORK
CONSTRUCTION DETAILS
6-2
OF
2