HomeMy WebLinkAbout35891-ZREPLACE EXISTING WINDOWS AND DOORS (TYP)
EAST ELEVATION
WEST ELEVATION
REPLACE EXISTING ROOF SHINGLES
~ND DOORS DYP,)
REPLACE
SOUTH ELEVATION
~,/////,./~ REPLACE EXISTING ROOF SHINGLES
//,,~ REPLACE EXISTING WINDOWS AND DOORS (TYp.)
NORTH ELEVATION
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazards
Depth Temp. Undedayment
Required
25psf 120 mph B Severe 36in. Moderate Slight to 11°F Yes
to Heavy Moderate
Scale: 1/4" = 1'-0"
Drawn by: JJC
Date: 6/25/2010
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.
REPLACE EXISTING WINDOW (TYP.)
SUNROOM
REPLACE EXISTING DOOR (TYP.)
LIVINGROOM
[
BEDROOM
BATHROOM
KITCHEN
II ~"~"~REPLACE EXISTING WINDOW (TYp.)
FIRST FLOOR PLAN
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTEB 238
OF THE TOWN CODE.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
...... SOUTNOLD TOWN ZBA
SOUTHOLD TOWN P~NNFNG BOARD
~---.--.-- SOLrTNOLD TOWN TRUSTEES
........ N.Y.S. DEC
APPROVED AS NOTED
DATE~-'~'~''/° BP. #~
765-1802 8 AM TO 4 PM FOR THE
FOLLOVItlNG INSPECTIONS:
1, FOUNDATION- TVIIO REGUII~ED
FOR POURED CONCRETE
2 ROUGH- FRAMING, ~I.UIV~ING,
STRAPPING, ELECTRICAL & CAULKING
3. INSLCAlION
4, FINAL - CONS~U~TION & ELECTRICAL
MUST ~ COI~ FO~ C.O.
REOUINEIIIENI~ OF THE CODES OF NEW
YORK ERASE. NOT NE~ON~i~LE FOR
DESIC4~ O~ CONS'r~uc'DoN ERRORS.
7/27/10 TRUSTEE COMMENTS
REVISIONS
Condon Engineering, P.C.
t755 Sigsbee Road
Maltituck, New Yod( t t 952
(631) 298-1986 (631) 298-2651 Fax
~wcw.condonengineed ng.com
COTTAGE IMPROVEMENTS
Country Route 48
Peconic, New York
EXISTING
CONDITIONS PLAN
S-2
OF
2
REMOVE EXISTING WOOD PLATFORM
UNDISTURBED GROUND~
SILT FENCE NOTES:
1. WOVEN WIRE FENCE (MIN, 14 1/2 GAUGE MAX 8' MESH SPACING)
WITH RLTER CLOTH OVER FENCE,
2 FILTER CLOTR TO BS FABTENEB SECURELY TO WOVEN WIRE FENCE
WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION,
3, WHEN TWO SECTIONS OF FILTER CLOTH ABJOW EACH OTHER THEY
SHALL BE OVERLAPPED BY SIX INCHES ANB FOLDED,
4 MAINTENANCE BSALL BE PERFORMED AS NEEBSD AND MATERIAL
REMOVEO WHBN 'BULGES' BEVELOP IN THE SILT FENCE~
POETS
WOVEN WIRE FENCE (MIN 14 lr2
GAUGE MAX 6' MESH SPACING)
10 MAN CENTER TO CENTER
POSTS - STEEL, T OR U SHAPE TYPE
OR B' HARBWOOB
FENCE -WOVEN WIBS 14 5 -GAUGE
S' MAX, MESH OPENING
/~ ILTER CLOTH - MIHAF1140N
OR APPROVED EQUAL
SECTION
36 MIN, FENCE POETS.
MIN. INTO THE
GROUND
6" PENETRATION INTO
GROUND
(SEE SECTION) ELEVATION
SILT FENCE DETAIL
NOT TO SCALE
MEAN HIGH WATERMARK
AS OBSERVED
SILT FENCE AND
HAYGALES / /
EXISTING BUILDING TO REMAIN
SIDIN~NWDOWS AriD DOORS
/
FRAME
DRAINAGE CALCULATIONS:
DRAINAGE AREA
DRYWELL WITH 8'~IADS PIPE
2X2 WOOD ·
STAKES
(SEE BEDDING
DETAIL}
GENERAL NOTES
1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE ETANDARBS AND
SPECIFICATIONS OF THE TOWN OF SOUNTOLD ARB THE SOUTHOLD TRUSTEES AS REQUIRED,
B. TOPOGRAPHIC AND EXISTING CONDmONS SHOWN ON THE PLANS FROM SURVEY DATED 3/24/1B 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, 57~55~3 SHEET S OF 49
LOT AREA AS PER METES & SOUNDS 54,5~g GQ.ET, = 1 251 ACRES
5. CURRENT ZONING RR & R- 40 HR: 22.274 SO,FT. R4S 32,235 GQ.ET.
6 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND BSI:qH OF ALL UTI LILIES PRIOR TO THE
COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON
THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY ~N THE FIELD,
THE CONTHACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMR'S BEFORE
COMMENCING WORK
ALL UNSUlTANLE MATERIAL AND OSBRIS BSIALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY,
STATE AND FEDERAL LAWS, CODES AND ORDINANCES CONTRACTOR SHALL BE REBSOBSISLE FOR
DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE, DEBRIS SHALL NOT BE BURIED ON-SITE,
9. DURING CONSTRUCTION, EROSION AND SEDIMERT CONTROL MBSSURES TO BS UTiLiZED AS NEOSBSARY TO
PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE ARBSS~ PONDS, DHAINAGE INLETS, ETD, 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 CONTROL',
1S, ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WINT SUFFICIENT ETEEL REINPRRDEMENT TO
WTHISTANO AASNTO H-BO TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRJNBSSE, 3~NSPORTTO
THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS.
11. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WD'H 4,B09 FEI CONCRETE AND SHALL BE DESIGNED,
CONSTRUETED AND INSTALLED TO SUPPORT AASNTO H-203RAFFIC LOADING.
12 CONTRACTOR SHALL SUBMIT SHOP ORAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL
REINFORCEMENT AND PROW DE CE RTIFICATION BY THE PRECAST MANBSACTUKER THAT STRUCTURES ARE
DESIGNED TO SUPPORT H~0 TRAFFIC LOADING,
13 MANUFACTURER TO CERTIFY TRAT DBSINAGE AND BSNITARY PRECABS ETRUCTURES BSUVERED TO THE
SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTUOLD AND THE SUFFOLK COUNTY DEPARTMENT OF
/
/
/
/
/
EROSION CONTROL MEASURES
1. IN ACCORDANCE WITH TUE PROVISIONS OF THE USEHA GEKEBS. L PERMIT AND THE NYSDEC, DURING THE
COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MBSSUKES MAY BECOME
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO CFF~ITE AREAS, PONDS, WATER COURSES,
DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MHASURES W~LL BE DICTATED
BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS
SHALL BE ORSERVED'
~ EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED
CLEARING AND GRADING SHALL BE SCHEDULED SD AS TO k~NIMIZE THE SIZE OF E,'~=OSBS AREAS
AND THE LENGTH OF TIME THAT AREAS ARE EX~OSBS.
- THE LENGTH AND STEEPNEBS OF CLEARED SLOPES SHALL SE MINIMEED TO REDUCE RUNOFF
VELOCITIES.
- SEDIMENT SHALL BE RETAINED ON THE
SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINI~NANCE GF EROSION
CONTROL MEASURES SHALL CONFORM TO THE 'NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
CONTROL',
2 SEDIMENT BARRIEBS (S~LT FENCE, HAY BSLBS DR APRROVED EQUAL) SHALL BE IBSTALLED AN REQUIRED
ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK NO SEDIMENT FROM THE SITE
SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS
3, GHADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF
TEMPORARY SEEDING AS REQUIRED, SEED MIXTURES SHALL BE IN ACCORDANCE WRM SOIL
CONSERVATION SERVICE RECOMMENDATIONS
4, DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL GE PROTECTED FROM SEDIMENT SUlLDUP
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
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED
STORMS MAINTENANCE MEASURES INCLUDE, BUT ARE NOT UMITEO TO, CLBSNING AND~)R REHAiR OF
SEDIMENT BASINS OR THAPS, SEDIMENT BARRIERS. BERMS, DIVERSIONS AND INLET PROTECTION.
6, APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSI~UCTION
7 A STABILIZED COBSTRDCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS
FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MA~NTAWED UN~IL
THE SITE IS PERMANENILY ETABILIFED.
8 SEDIMENTBARRIERSANDOTHEREROSIONCONTROLMEASURES SHALLBSMAININPLAOSUNTILUPLAND
DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERM~ENT STABIUEATION, PAVED AREAS
SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED ANO FLUSHED AS NECESSARy,
LONG ISLAND SOUND
sALT MARSH LA.
PROJECT LOCATION
GOLDSMITH'S INLET
3. NO TRENCH, PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNAT~NDER,
EXCAVATIONS TO BE PROTECTED WTIH FENCES~ BARRICADES AND OTHER APPROVED
METHODS,
5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD
CONDITIONS TO AVOID CONFLICT WWH UTILITIES AS ORDERED BY THE ENGINEER,
8. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTING OF CASTING, ADEQUATE BEARING WILL BE
PROVIDED USING CONCRETE BLOCK, BRICK ANGER 1.2 MORTAR MIX.
7, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING
TRENCHING TO INSURE THE SAFE~ OF WORKMEN AND THE GENEHAL PUBUC EXPOSED TO
THE HAZARDS BP FALLING ANO SLIDING MATERIAL IN CONFORMANCE WITH THE
REQUIRBSENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS, PANT 1926, SAFETY AND
HEALTH REGULATIONS FOR CONSTEOS33OR (OSHA),
8. BACKFILL AND COMPACTION SHALL BE IN 6' LIFTS. ALL BACKFILL MATERIAL TO EE
COMPACTED BY JET[lNG OR OTHER APPROVED MEANS.
PRECAST
- FINISHED GRADE
P TRAFFIC BEARING
WRAp WITH 6 OZ. (MIR) NONWOVEN
GEOTEXT~LE (FILTER FABRIC)
140N OR AN APPROVED EQUAL PRECAST DRAINAGE
SHEET PILING AS REQUIRER ' '~" ' RINGS
:. :';. ,, '::.'. ::
Scale: 1 ': 30'~"
Drawn by: JJC
Date: 6/25/2010
Condon Englneenng, P.D.
1755 SigsbeeRoad
Ma~uck, NewYod(11952
(631) 298-1986 (631) 298-2651 Fax
www,ca~donenginesdng.com
COTTAGE IMPROVEMENTS
Country Route 48
Peconic, New York
SITE PLAN
STRAW BALE DIKE DETAIL
NOTES'
1, BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR
AND IN A ROW WITH ENDS TIGHTLY ABUFSNG THE ADJACENT BALES,
2. EACH BALE SHALL RE EBSEDDED IN THE SOIL A MINIMUM OF 4 INCHES
AND pLACED SO THE BINDINGS ARE HORIZONTAL
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EI~ER TWO ETAKES
ANCHORING DETAIL
ANGLE FIRST STAKE TOWARD
TWO REBARS. STEEL PICKETS,
BEDDING DETAIL
FLOW
S-1
OF
t F TF, USTEES
[ 3U, :!OLD
TO , I (
DATE
AUG - 5 2010
7/27/10 TRUSTEE COMMENTS
REVISIONS
BOUND STRAW B
STRAW BALE INLET PROTECTION DETAIL
FACE
2, ALLCONCRETECEMENTUBSDINTHEMANUFACTURiNGOFPRECASTSTRUCTURESSHALL ~ -~ ~ ~ ~ ~"~ /