HomeMy WebLinkAbout38254-Z LOCATION PLAN ,�S>�� �_� /�, - y 3 ,3
NOTE: WELLS MORE THAN 150' FROM PROPERTY LINE NORTH SIDE OF OREGON ROAD.
n
NEW ASPHALT APRON ± 330 SF TOTAL �� p WINE-TASTING PATIO & DECK
AST. TELEPHONE POLE OREGON ROAD «
PROPOSED BUFFER OF EVERGREEN - MAX. SPACING 5' 41 -0 SHERWOOD HOUSE
O.C. MIN. HEIGHT 6TO 6' HIGH. " "e VINEYARDS
2600 Oregon Road
EXIST, DENSE NATURAL BUFFER OF MATURE SHADE TREES , _ c? - -' - "
, " � � ' Mattituck NY 11952
em
CEDAR TREES &WILD ROSE BUSHES. - - a N 590 44' 00" E 353'-11" Le
"� ._ ".�•`'
130'-0" rn I (1)8 'X 8'CONC, DRYWELL DRAINAGE nF o
II STRUCTURE Wl TRAFFIC BEARING RINGS W/ a I q , ssuE DATE z w
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EXIST. BEECSTL. GRATE COVER
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a LLI v o 5 UPDATE 05.18.12
WELL-locationperowner TREE µ ru4.4 ° 4 �o wadWa","z E , Fr UPDATE 0e.0e.12
221—ZIII M PE p y
NEW DRIVE& PARKING 4,453 SF - o EXIST. CESSPOOL .+
6"RCA SUBGRADE W/L5" TOPCOAT OF 3/4" F UPDATE 01.17.13
CRUSHED STONE. i`". H' LE LINE N G SPARKING AREA INDICATING
s .PROIVDE SIGN "PARKING", !n ST. DRIVE&
ti�„ 4'.'- I - II AT CENT OF HEDGEROW INDICATING USE. X WALK 1,426.5E ^� s4 a"°
� . I R � � � � BLDG DEPT 07.12.13
pp, 4FPAT
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160 r „,z o T' .c EXIST NE cERo 80SF w °" p ;
v xr41 d _ IXIST. PORCH
36 SIF
I SIF
TCH BASINS WI • a f e
GRATE COVERS. I d mm"Ne qhI
9 ,m 5
— —
� FIXT.TYPE L-02- ARK-SKY COMPLIANT LED. � � p 0
130'-0" 162'-0"' +,YH" 32'•0"' a13' a POST LIGHTS UND REE CANOPY-±3 EACH L
1 --- --- ---a SIDE OF PARKING.SEE VATION 41 DWG. SITE DATA
o Me Z w°
(7
CESSPOOL- location per o ner 417 C.O. - �S . SCTM #1000-100-04-5.3 w E
P ADA SPACE&WALK- IMPERVIOUS 1, "'� e O 0.
�_��, - ��., Total Site-2 acres = 87,119.5E �
±285 SF =,. .-F 1 . .m I ° Q �D 'o TPATH 188 SF area Total buildingExistingsingle-family house W "
7- 1l2" `m m P
-_ EXISTProposeADA compliant toilet c a c
ITYPE L-03-DARK-SKY COMPLIANT - - ---- LU > c m a
18
IPATH LIGHTS. N �: _----•-- - U -
y - \ O ALLOWABLE SAPIITARY FLOW (DENSITY) F t oa Z
I of Groundwater Management Zone IV LU w a E •n
4 r Stiu EXIST. WD. D K D- o a U be is
•0 i ' 140 SF
6'-0" FENCE AROUND DUMPSTER i ,,�1,, e�, ; � o Allowable flow for site = 600 GPD/Acre -2 a r- moa
ON 6"CONC. PAD 6'-0"X 10'-0" M 2 acres x 600 = 1200 GPD
I PRO OSED PAVED WAL
IN, x I WELL
, 290 S TOTAL J U) Sewage System Design Calculations
PROPOS 11 10-BR %
HEDGE TO SCREEN BATH �I� PAVER 1 2 sP SLOP o Recreational Use o E
5'-0"' 1, ' 0S e PARKING FIEILD, 15 GPD/ Parking Space = 270 GPD flow allowed z
PROPOSED ADA COMPLIANT RESTROOM. SEE �_ EXISTE . POOL
DETS.2&3-DWG.A-1Adam Single Family home= 300 GPD z
32'-3" 1,
Total = 570 GPD Proposed
EXIST. TRE X EXIST', MAX. TENT SIZE LU s
RELOCATED RY TREE
SHED OK less than 1200 GPD
VJ CHER------•-
r ----"------------I --------.--------- - - -�. 7C1 Sewage �sposa1
Design � � x
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�O , In 10_O �o / CI li W L.L.I 3'6
o /�'ROPOSED DE 6 30-0^--- Septic Talk I_ "
O 0 20-0 " CEDAR 490 SF LOPE ST. PAVED WALK 140 Provide (1) 8 foot diameter x 4 foot liquid depth = 1200 gallons v - e
ca ---- SP Ir O
TO S.E.
SEATING AREA DEFINED BY E%IST, PREVIOUSLY-APPROVED IRON FENCE ; Leaching Pools ¢ [[ �
0 WI ORNAMENTAL CREEPING VINES OR ROSE BUSHES. 4 OOSE SEATING&PICNIC TABLES ON LAWN- 2,975 SF Z s
Required: 300 SF Q
OM / f Provide (1) 8 foot diameter x 12 feet deep- 300 SF
I
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/ ----------------� ------------------------------------------------------------
W
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00 ----------- w
— D
' VINEYARD ROWS 0a
--------------------------------- --------------------
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_ FIXT. TYPE L-03 - DARK-SKY COMPLIANT SOLAR--POWERED Q €a
TER LINE FROM WELL TO L.ED. LIGHTS. - 8 TOTAL IN SEATING AREA.
co / NEW BATHROOM. 54" BELOW �
N GRADE, NOTE: ALL CONTAMINANT SOURCES WITHIN 200 FEET OF WELL ARE SHOWN ON PLAN. CV abnD.ffi 1121
UBLIC WELL*' SERVING sale: As Noted
THERE ARE NO HOSE BIBS, POOLS OR IRRIGATION_SYSTEMS TO THIS WATER SOURCE. Drawn by: DK/NY
LAVATORY ONLY. Check byCMS
PROPERTY LINE' S 590 44' 0011 W 353'-1"' Z
1 PROPOSED SITE PLAN o 50 100 FT J U
°D S-1 Scale: 1" = 20 ft �J
PROVDE FENCE OR TRELLIS SCREENf-HOUSE
PUMP S 1 I- 0- W W
WALL TO BLOCK ACCESS & VIEW TO SMOOTH NOSE SAMPLE TAP LU W I0 (-
PUMP HOUSE BY VISITORS. W (/)
TEST HOLE DATA SHEET PRESSURE TANK = CIO
n 0 }
LAST IRON r'RAMES CAST IRON IRAMEg v/
TYPICAL LEACHING POOL TYPICAL SINGLE UNIT SEPTIC TANK AND LOVER TO&RADE AND COVTO&RADE W 0
125' / VALVE O �/
ER
FF EL 5 / / AWONALO PRESSURE LIJ LLI
NMvvsice.Te.. ` �1M1pXCO EL:55"- // 17EOSC/ENCE LATERAL /�
wr mNrnvsNr°D.ADa
,love PBch5%ror20fcit FROM WELL SWITCH > VJ
Mnlexmenme ';wx 'Miaarnar wlMuera MALLMT BDx1660Southold,New York fl9]t (631)16536]] TO SERV
ep 8 inch traffic slab
8 inch traffic slab MA � L.L
' a
4'PER POOT TEST HOLE DATA SHEET CHECK VALVE a- LU
cleanout M4LZ.PITCN PER rDOT - VALVE /^
MIN 4"DIA. PIPE L MINIMUM rITLM a®®® ✓ vJ
inv.53' MINI MIN.4• DIA, PIrE a�� TRIGGER TAP DETAIL 3 0 W v/
class 2400 pipe a® -
°'-I inv.50.5' class 2400 pipe Inv.49.8 Name: Moore Sherwood House Wayne!d
SON"5� ! 9BNayDr:
Y
1200 gallon ST � '� A Location: F-
;
rl;.e o 9'dfametar4foot liquid �� - �,,
® ® ® ® ® j�u'MAIL s FOOT MIN.SEPARATION Tro�PN Description:
1000-100-0-5,3
I( mn.°n �.' y ProJacl Oaacdp0on: Slteplan
m® ® ® ® ® NADIR. DIAh®reR" A PER. SEPTIC SYSTEM DETAIL FROM SEABONPL HIGH GROUNDWATER
® ® ® ® ® T 1 ' a, am t Data: 3/14112
1>J ® d RWD DO@D a'� r eau
® ® NOT TO SCALE 4;l
srRONmveas Tee..ma
rr D
------ 15' Dark brown loam OL
� TYPICAL CLEAN OUT �
avA'¢r F
0
xr wx. .w
------ 3' Brown slit ML
m ' S1� Ar
W MM NW ((yy
Ri Ia MAz FjOI, n•evx ovnm
P4 eo IINC '• �� mW6R lPe'
p, . w�^"� em,rou Pale brown floe to coarse sand SN
F57 N 31IrI
COLLAR nx LEACI-IING \\ Pr'rr"M"R,en"'m" ' °' n � m•ns"w SEAL
SECTIONS r
sow OwN 4r 17' smi
.RrelaAmwme
3' 0— VNmN aON
OI GAMIAN°OMVHL
TXIDBaeiee[DmmaRglNewA112,M
BACK FllLMATBRW.1'O BB CLEANaANG ANGGMVfiL Comments: no water encountered July
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12 SherW000 House-SE-09dk.vwx
GENERAL NOTES ZONING & BUILDING CODE COMPLIANCE SMOOTH NOSE SAMPLE TAP WINE-TASTING
1. All Work shall confirm to the building code of Town of Riverhead and all other local codes and agencies having justification. PATIO & DECK
SITE DATA: PRESSURE TANK
2. All work shall confirm to the energy conservation construction code of Town of Riverhead (latest edition) as applicable.
AREA OF SITE: 87,119 SQ. FT. =2ACRES SHERWOOD HOUSE
3. All structural work shall confirm to the requirements of the Wood Frame Construction Manual for One and Two Family Dwelings as published by ZONING USE DISTRICT: AGRICULTURAL CONSERVATION [AC] VALVE VINEYARDS
the American Forest and Paper Association (AFPA) and the Building Code of New York State(latest edition)
SIDE YARD SETBACK: REQUIRED: 20' PROVIDED: 49'-0" LATERAL PRESSURE 2
4. The Contractor shall verify all dimensions and job conditions prior to submitting bids and shall report to the Architect FROM WELL -- SwlicH TO SERVICE Matttituck, NY 11952
Oregon Road
it
FRONT YARD SETBACK: REQUIRED: 60' PROVIDED: 132'-0"
any discrepancies and/or omissions which would interfere with satisfactory completion of the work. CHEC -
VALVE
V
MAXIMUM HEIGHT OF BUILDINGS: 35' PROPOSED: 12-0" MAX. VALVE a w
5. The Contractor shall secure and pay for all necessary permits and comply with all appropriate municipal and VALVE
regulatory agencies'codes and requirements including but not limited to EPA, OSHA, and all New York State codes, etc. TAX MAP NUMBER: 1000- 100-4-5.3 TRIGGER TAP DETAIL
ISSUE DATEN
VI U O S
6. The Contractor is responsible for the safety of the public in and around all work areas, as well as the maintenance of AS PER THE BUILDING CODE OF NEW YORK STATE LATEST EDITION [2010] XX X
safety barricades and protective enclosures where work is in progress, especially on weekends and holidays when workmen ACCESSIBILITY STANDARDS: PER 2003 &ANSI 117.1 2003 BLDG.DEP 07,12,13
are not present on the job.
PROPOSED CONSTRUCTION:
7. The Contractor shall be responsible for repairing any damage which may be incurred to walls, paint, doors,etc. RESUSED WOOD FRAME SHED- REPURPOSED FOR ADA BATHROOM.
in the building, caused by the Contractor's workers or their equipment.
AREA OF PROPOSED EXTERIOR WORK-APROX.61 SQ. FT.
8. The Contractor shall advise the Owner and the Architect of their schedule of work.
CODE:
9. All work shall be done with skilled craftsmen and laborers during working hours. BUILDING CODE OF NEW YORK STATE (LATEST EDITION)S IN ACCORADANCE WITH REFERENCE MANUAL "THE WOOD
10. The Contractor is advised that this shall be a safe job, The Contractor shall provide their workers and all others with all necessary safety FRAME CONSTRUCTION MANUAL FOR NE AND TWO FAMILY DWELIN O "AS PUBLISHED BY THE AMERICAN FOREST
1 p ry Y AND PAPER ASSOCIATION (AFPA) PER "PRESCRIPTIVE DESIGN" METHOD.
equipment, such as hard hats,safety belts, OSHA-approved dust masks and/or respirators and protective clothing where necessary. All ladders,
scaffolds, and other equipment provided by the contractor shall be in good condition and shall comply with generally accepted standards and with TABLE 3.2B SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION REQUIREMENTS- LATERAL&SHEAR c
the New York State Labor Law and Federal OSHA regulations. Two fully charged and operable UL-rated A-B-C fire extinguishers shall be provided ONE STORY 120 MPH GUST: PROVIDE 1/2"ANCHOR BOLTS MIN. 30" SPACING ON CENTER,
by the Contractor and made readily accessible at all times especially where hot work, such as utilization of kettles or torch work, is to be conducted. TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION REQUIREMENTS- UPLIFT UTILITY AREA ACCESS DOOR-36"W. x
6-6" VIF 80" H. LU m
ONE STORY 120 MPH GUST: PROVIDE 1/2"ANCHOR BOLTS MIN. 33" SPACING ON CENTER. TRIGGER TAP-SEE DETAIL Z °
11. All materials to be incorporated into the work shall be kept clean and dry. LU
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TABLE 3'A A RAFTER TO TOP PLATE LATERAL&SHEAR CONNECTION REQUIREMENTS-EXPOSURE C °
12. All debris caused by the work shall be carted away from the premises as expeditiously as possible by the Contractor. JOIST SPACING 24"o.c. WALL HEIGHT 10(1. 120 MPH GUST: MIN.3 - 8d COMMON NAILS [TOENAILED] o pW E
ACTIVATED CARBON FILTER FOR TEMIK _ ______
2
There shall be a daily clean-up of all working areas and debris . TABLE 3'.4 B UPLIFT STRAP CONNECTION REQUIREMENTS- EXPOSURE B Lu V
9
JOIST SPACING 24"o.c. ROOF SPAN <12 ft. 120 MPH GUST: 82 GAL. PRESSURE: TANK 9 c-a i� c
13. The Contractor shall be responsible for applying for, paying for, and obtaining and posting permits for dumpsters and materials storage MINA - Bd COMMON NAILS IN EACH END OF STRAP REVERSE OSMOSIS FILTER FOR r t O1 m ° '-
NTgE >_ �w¢°
locations, etc. required for the work. Any fees incurred for the use, handling, delivery, and removal of dumpsters shall be paid by the retained TABLE 3'.5 TOP PLATE LATERAL CONNECTION REQUIREMENTS-EXPOSURE C .ROOF HEIGHT 20 ft. 120 MPH GUST: P O ARIEA OTF NEW CONSTRUCTION -TO o LL m z >Z 3
contractor. STUD SPACING 24"o.c MINA - 16d COMMON NAILS IN EACH END OF CONNECTOR. --i- ' - - MATCH EXIST. w a°$ j a
L -
_---'---- - y2 O O
14. Following the signing of the contract, the Contractor shall provide the Owner, copies of policy endorsements, as well as insurance certificates TABLE 3,5A RIDGE TENSION STRAP CONNECTION REQUIREMENTS- EXPOSURE C ROOF SPAN < 12 ft. LATERAL PIPE FROM WELL. ° , M = E
naming all additional separately-named insureds as certificate holders, providing General Liability Coverage[including comprehensive general 120 MPH GUST: -PROVIDE MIN, 316D COMMON OR 40D BOX NAILS PER CONNECTION. 1 2° o °
liability,premises operations, products/completed operations, contractual, independent contractors, broad form CGL, and personal injury and AREA A EXIST. CONSTRUCTION - 0- u LL w
Property Damage Coverage], each in the minimum amount of$1,000,000 . Each such policy shall cover all employees of the Contractor, TABLE 3.9A RAFTER CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS-EXPOSURE C ROOF PITCH > 7:12 NEW WALL MOUNTED TOILET. RELOCATED TO NEW SITE. TIE TO FDTN.
p y gP YPROVIDE MIN. 1 BD COMMON OR 10D BOX NAILS IN EACH END OF 1.25" STRAP.
PER NYS CODE.
Contractors, and Subcontractors. All of the following shall be named as additional separately-named insureds under the policy coverage as
LL
respects work performed by or for the Contractor: The Contractor, The Owners,The Owner's Architect, The Owner's Engineer, The Management TABLE 4A BASE DESIGN VALUE FOR VISUALLY GRADED LUMBER: 4 > I 1 I I NEW LAV- WALL MOUNTED W/FULL KNEE e o
Company In addition, Worker's Compensation and Employee Liability insurances policies, covering all employees of the Contractor, Contractors, or WESTERN CEDAR N0. 3 [OR BETTER] E ' v SPACE C;EARANCE PER ADA REQ'TS. a
Subcontractors shall be provided in amounts required by Statute. Certificates evidencing above requirements shall be delivered to the Owner, and Fib=4400 psi Ft= 250 psi Fv=75 psi Fc [perpendicular]=425 psi Fc [parallel] = 375 psiE =900,000 psi
the Owner's Architect prior to the commencement of the work. Such policies shall provide that they may not be terminated without 30 days prior �I / 11 EXIST. HIGH WINDOW ss
written notice to : Jedediah Hawkins Inn. / i' 9 12
15. All dimensions are to be from finished surface to finished surface unless noted otherwise. GRAB BARS. W a
NOTE: LIGHT& EXHAUST FAN
16. DO NOT SCALE DRAWINGS FOR MEASUREMENTS OR OTHER INFORMATION. � gg
SWITCHED W/ OCCUPANCY SENSOR. s a
17.Any site work or re-grading shall not impede the existing site drainage flow and directionality, m
o $" 2'- 24 POUREDCONC. PAD-NON-SKID FINISH. Lu W 3
18.Any site work shall not compromise exist,site accessiblity,
19.All site work shall maintain proper clearances and visibilities for Emergency Vehicles. \ ¢U
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20. All wood, wood grounds, blocking, inserts,furring, etc.to be of naturally weather resistant or pressure treated wood.
21. The Contractor shall furnish all labor and materials and equipment as required to complete the work. ? ` PAVED TURNING AREA AT ENTRY. N y
3 � W �c
22. The Contractor shall properly protect and make safe adjacent property as the job conditions require. ~ S-�
a 41-011
7
PAVED PATH = SLOPED UP MAX. 1:20 Q
q 2 PITCH.
a
Job no,p 1121
a scale: As Noted
OJ Dawn by: DK/NY
rn check by: CMS
2 ADA BATHROOM PLAN PAVED PATH FROM PARKING LOT.
A-1 Scale: 3/8" =1'-0" O
EXIST. ROOF- REPAIR AS NEEDED. BRACE O
ALL EXIST, RAFTERS PER NYS CODE&AWC W
WOOD FRAME CONST. MANUAL. J
3: a
EXIST. HIGH WINDOW m W
AREA OF NEW
CONSTRUCTION -TO
MATCH EXIST, Q
0
NEW 2 X4 WOOD STUD WALL.WOOD 1 _ Q
SHEATHING&WOOD BATTEN SIDING TO ADA COMPLIANT ENTRY SIGN.
MATCH EXIST.
PAVED TURNING AREA AT ENTRY. UP / q
MAX. 1:50 PITCH.
-- 1! EXIST. DOOR-VERIFY SIZE. MIN. 34" W. X
PAVED PATH = SLOPED UP MAX. 1:20 80" HIGH. RE-USE IF COMPLIANT.
NEW 2 X 4 WOOD STUD WALL.WOOD PITCH.
iv REPLACE/ EXPAND OPENING IF REQ'D.
SHEATING &WOOD BATTEN SIDING TO MATCH ce i q
EXIST.
a
� E X ST. I � \
ANCHOR BOTTOM PLATE TO FDTN. PER AWC - --"-- ADA COMPLIANT LOCKSET.
FRAME CONSTRUCTION CODE.
ADA COMPLIANT THRESHOLD.
4 ADA BATHROOM ELEVATION
NEW FOUNDATION. SEAL
A-1 Scale:318"=1'-o"
- ADA BATHROOM ELEVATION Amill
A-1 Scale:318"=1'-0"
5 WALL SECTION , NEW CONST.
A-1 Scale:318"= V-0"
July 72,2073
Sherwood House-SITE-09dk.vwx