HomeMy WebLinkAbout1000-31.-3-11.31
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DRAWING INDEX
TOl
ZOl
Z02
Z03
Z04
Z05
TITLE SHEET
SITE PLAN
DETAILED SITE PLAN AND DETAILS
ELEVATION VIEWS
CONSTRUCTION DETAILS
LANDSCAPE PLAN
1liJi UNDERSIGNED, PURSUANT TO SOlrfHOLD TOWN CODE SECTION
100.254(1) ACKNOUIDOES TIlAT TIlE CONDmONS OF THE SITE PLAN
~q,YAl.2~El~Rrn IN TIlE RESOLUTION OF APPROVAl. DATED
.::J...J-lI-' ARE ACCEPTED. (SEE COIIDmONS ON RESOLUTION)
PLEAs/RINT~"N-1 ~
~~ATURE . A+t.x7G--~[a.1 ~~~
APPROVED BY
TOWN OF SOUTIlOLD PLANNING BOARD
~ ,/(:t.(,c '-<.. ~..Boanl ""'hman ~ II, tJ
RIlED SIGNATURE TITLE DATE
NOTE: The approved site development plan shall be valid for
a period of three (3) years from the date of approval as per
code section 100-255.
infini9J
engineering
JOOGREATOAJ<SBLVO.
51[.312
....LBANY, NY 12203
QfFlCE:(518)690-0790
EAST MARION
SITE NO. L1-1017
9245 MAIN ROAD
EAST MARION, NY 11939
150-034
NEW
cing~R~~r
SITE NUMBER: L1-1017
CINGULAR 10: NYCENY1017
SITE NAME: EAST MARION
REV
DIRECTIONS
FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495
APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEfT OF MAIN ROAD.
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VICINITY MAP
NEW
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o -16-07
A -20-06
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SCAlE,
0SSl.<ll FOIl ZONNG
ISSUEO FOR REWW/CCMIEHT
REVISIONS
OCSIGNED:
SCOPE OF WORK:
SI TE ADDRESS:
LAND OWNER:
APPLlCAN T:
TAX 10 NUMBER:
LATITUDE (NAD 83):
LONGITUDE (NAD 83):
ELEVATION (NAVD 88):
JURISDICTION:
CURRENT USE.
PROPOSED USE:
CURRENT ZONING:
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PROJECT INFORMATION
AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION
OF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED
WITHIN UNIPOLL
9245 MAIN ROAD
EAST MARION, NY 11939
EAST MARION fiRE DISTRICT
P.O. BOX 131
EAST MARION, NY 119,39
NEW CINGULAR WIRELESS PCS, LLC
15 EAST MIDLAND AVENUE
PARAMUS, NEW JERSEY 07652
,31-3-11.31
41' 07' 40.1"
72" 20' 29.2"
B
32' AMSL
TOWN OF SOUTHQLD
FIRE STATION
TELECOMMUNICA TIONS FACILITY
SPLIT-ZONED HB AND R-4Q
ELECTRIC COMPANY: L1PA
TELEPHONE COMPANY: VERIZON
SITE QUALIFICATION PARTICIPANTS
NAME COMPANY NUMBER
AlE JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288
SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105
LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539
CON GERRY BROCK BECHTEL (205) 335-5505
RF TARIK OUAZZANI BECHTEL (201) 755- 2154
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PHIl CJW ...
BY CHK P'
DRAWN:
TITLE SHEET
JOB'
24897
DRAWING NUMBER
T01
REV
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USE:
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CHERYL L BONDARCHUK
RESIDENTIAL - 1 FAMILY RESIDENCE ~
ZONED; R-4Q . y....
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.S~~-~t- PROPOSED 16'X~~T
" -- FENCffi lEASE AREA
<" Z02 WIlli 11 O' UNIPOlE
\ IN NEUTRAl BLUEI
\~ GRAY COL~
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SITE PlAN IS NOT TO SCALE.
ACTUAL FiELD CONDITION OF
EXISTING BUILDING STRUCTURE IS
NOT WHAT IS DEPICTED ON THIS
PLAN. CINCUlAR COMPOUND AND
TOWER SETBACK DIMENSIONS ARE
TRUE FROM PROPERTY UNES.
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USE:
NIF
ANTHONY LEKAKIS
RESIDENTIAL VACNAT LAND
ZONED: R-40 ...
~J~"'--
....."......
NIF
GEATRAKIS & GEORGE
KORTSOLAKIS
USE: RURAL RESIDENTIAL
ZONED: R-4Q
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NIF
SYlVIA M. DAlEY
USE: 1 FAMILY RESIDENCE
ZONED: R-4Q
NOTE: METES AND BOUNDS ARE TAKEN
FROM A SURVEY PERFORMED BY
PECONIC SURVEYORS PC, UCENSED
lAND SURVEYOR.
NIF
E.M. WAR MEMORIAL ASSOC.
USE: RESIDENCE
ZONED: HB
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOll)
-----~--_._-
DATE SEP 1 0 2001
~~
SITE PLAN
SCALE:
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5(1' 0 50' 100'
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SYMBOLS AND MA TERIALS
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SITE LEGEND
CAllED NORTH
DETAIL REFERENCE
------- PROPERTY UNE
J(
H FENCE LINE
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SECTIONS AND DETAILS
- E - ELECTRIC SERVICE
CONCRETE
- T - TELEPHONE SERVICE
EARTH
------00--- PROPOSED CONTOUR
-50- EXISTING CONTOUR
GRAVEL/STONE
i e ~g tn ~ e~i J 9 9 Y
300 GREAT a.\KS BLVD. cv:I
STE.312
AI.EW<<, NY 12203
omcE: (518) 690-0790
EAST MARION
SITE NO. L1-1017
9245 MAIN ROAD
EAST MARION, NY 11939
.........-
ISSUED RlR REYIEW/CClIAENT
REVISIONS
DESIGNED:
NEW
cing~R!~r
o 18-07
A 2lHlO
DATE
&:AI.(,
150-034
GENERAL NOTES:
1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES
OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS
PERFORMED BY INFiNIGY ENGINEERING, PLLC OF NY.
2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY
CONSISTING OF PANEL ANTENNAS MOUNTED TO A UNIPOLE,
PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS
WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES.
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3. THE PROPOSED CINGUlAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND
DOES NOT REQUIRE WATER OR SEWER SERVICE.
4. THE PROPOSED CINGUlAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT
INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP
ACCESS.
5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION
BY CINGUlAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER
MONTH.
6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL.
7. NO NOISE. SMOKE, DUST OR ODOR WILL RESULT FROM
THIS PROPOSAL
8. OUTDOOR STORAGE AND SOUD WASTE CONTAINERS ARE NOT PROPOSED.
9. EXTERIOR SIGNS ARE NOT PROPOSED.
10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION.
11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAl: 370 SF:I:
12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN
IMPERVIOUS AREA IS INSIGNiFiCANT. EXISTING DRAINAGE PATTERNS WILL
NOT BE AlTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED.
13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE
SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAl
OR UTILITY AUTHORITIES HAVING JURISDICTION.
14. AlL EXISTING ACTNE SEWER, WATER. GAS, ELECTRIC. AND OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
AT ALL TIMES, AND WHERE REQUIRED fOR THE PROPER EXECUTION OF
THE WORK, SHAll BE RELOCATED AS DIRECTED BY ENGINEERS,
EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FAlL PROTECTION
B) CONFlNED SPACE C) ELECTRICAL SAFElY D) TRENCHING &< EXCAVATION
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15. ALL SITE WORK SHALl BE AS INDICATED ON THE DRAWING AND
STIPULATED IN THE PROJECT SPECIFICATIONS.
16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS.
, 8. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
19. All EXISTING INACTNE SEWER. WATER, GAS, ELECTRIC AND OTHER
UTILITIES. WHICH INTERFERE WITH THE EXECUTION or THE WORK,
SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
ENGINEERING.
THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED
AS REQUIRED.
21. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION,
SHAlL BE IN CONfORMANCE WITH THE LOCAl GUIDELINES FOR
EROSION AND SEDIMENT CONTROL
22. AlL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER
AS REQUIRED.
23. CONTRACTOR
LOCATE UnES
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SITE PLAN
DRAWN,
DRAWING NUMBER
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PROPOSED
GAl[ (lYP)
UMlS 81S
PROPOSED lANDSCAPE
BUFfER
PROPOSED 16'x22'
CINGULAR LEASE AREA
DETAILED SITE PLAN
SCALE:
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.... 0 4' 8'
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GENERAL SITE NOTES:
1 . THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPUCATION.
2. ALL EXISTING ACTM' SEWER, WATlER, GAS, ELECTRIC, ANO OTHER UTIUTlES
WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHAlL BE
RELOCATED ;.s DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE
USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER ORIWNG AROUND OR
NEAR UTIUT1ES. CONTRACTOR SHAll PROVIDE SAfETY TRAINING FOR THE
WORKING ENGINEER.
3. ALL EXISTING INACTIVE SEWER. WATER, GAS. ELECTRIC, AND OTHER UTIUTIES.
WHICH INTERFERE WrTH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR
CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT
INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAl
OF AN ENGINEER.
4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM ALL EQUIPMENT AND TOWER AREAS.
5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER..
6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT
COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM
SLOPE, FERTILIZED, AND SEEDED.
i e ~\ tn ~ er:\ 1 9 9 Y
JOO GREAT OAKS BLVO. cJ
STE.312
AlBo\NY, NY 12203
OfACE: (518) 690-0790
LOCATION OF CINGUlAR EQUIPMENT ON
~ APPROXIMATE 10'-0"x22'xS" DEEP PROPOSED
\ ...~. .... CONCRETE PAD 2" NJfM. EXISTING GRADE
.~,. ./
"." .,," V' PROPOSED CINGULAR
..... " 110' UNIPOLE
. -- IN NE\JTRAL BWE/
GRAY COLOR
PROPOSED 290 SQ. FT. CINGULAR FENCED AREA
(6' BLACK VINYL COATED CHAIN UNK FENCE)
LOCATION OF CINGULAR
GPS ANTlENNA MOUNTED
TO PIPE MOUNT
PROPOSED POWER( A
mco FRAME ~
-----.--
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE SEP 1 02007
SUPPORT POST + BRACKET FOR
CHANNEL (PIROD rNC OR EQUAL)
CUT POST LENGTH TO SUIT BY
REMQVING UNCAPPED END (PIROD
PART NO. 852168 OR 852163)
EAST MARION
SITE NO. L1-1017
9245 MAIN ROAD
EAST MARION, NY 11939
~NEW
^ cing~R~!r
150-034
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EXTENDED T HANGER BRACKET
(PIROD INC OR EQUAL) MAXIMUM
CABLE SPAN - 3'-0" (TYP)
(PIROD PART NO. B02262)
9" WIDE ICE BRIDGE
CHANNEL (PI ROD INC. OR
EQUAL) CUT ICE BRIDGE
CHANNEL LENGTH TO SUIT
(SEE NOTlE) (PIROD PART
NO. B5216B OR B52163)
ANTlENNA CABLES
ARRANGEMENT
BY CONTRACTOR.
NOMINAL
CABLE SIZE
FOR CABLE HANGER
SEE TABLE BELOW
7/B"
, '/4"
1 5/8"
CONCRffi PIER
CABLE ICE BRIDGE DETAIL
SCALE: NTS
UNISTRUT PIPE/CONDUIT CLAMP P1119
OR P255B-35 (CALV.) (TYPICAL)
FOLLOW MANUF. RECOMMENDATIONS FOR
BOLT TORQUE
3 1/2" 0.0. 4'-0'
POST \-
,
UNISTRUT Pl001 (GALV)
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" ~ PIPE (CALV)
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INSTALl DRIP LOOP ON ANTENNA
CABLES AT BOTTOM OF
TOWER/MONOPOLE. BENDING
RADIUS PER MANUFACTURER'S
STANDARDS
COMMSCOPE
CABLE CABLE HANGER MANUF. MIN.
PART BEND RADIUS
NUMBER PART NUMBER
FXL 1 070PE 1070EZS 10"
FXL 1480PE 1480EZS IS"
CR1973PE 1873EZS 20-
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DUAL 150 WATT 120 VOLT
INCADESCENT flOOD UGHTS
CONTRACTOR TO
PROVIDE
MOUNTlNG
HARDWARE
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15 AMP, 12OV, 3 HOLE ~
BOX, THROUGH FEED,
SINGLE POLE TOGGLE
SWITCH AND NEUA 3R
J-BOX AND PLAT[
FINISHED GRADE
B
10.. PlAIN
b CONCRETE OR
.1 SAKRETE PIER
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ELEC/TELCO SUPPORT RACK
SCALE: NTS
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ISSUED FOR ZONING
ISSUED FOR Rf.VIEW/COMYENT
.....SIONS
DESIGNED:
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PH. CJW
DRAWN:
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DETAILED SITE PLAN
AND DETAILS
DRAWING NUMBER REV
Z02 0
Ill' IE
INFINIGY ENGINEERING HAS NOT EVALUATED THE
EXISTING TOWER FOR THIS SITE. IT IS THE
CARRIER'S RESPONSIBILITY TO INVESTIGATE ANY
LOADING CONCERNS WHEN ADDING ADDITJONAL
EQUIPMENT TO THE TOWER.
SECTOR 3 - 250.
SECTOR 1 - 30'
PROPOSED
UNIPOLE
PROPOSED CJNGUI.AR ANTENNAS
(t ANTENNA PER SECTOR)
MODEl. I: KATHREIN 800 10121
ANTENNA LA YOUT
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~ YODEl - 800 10121
*ANTEtW. WEIGHT 46.3/bs
ANTENNA DETAIL MODEL #0
KATHREIN 80010121 3
SCALE: NTS
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PROPOSED CINGUlAR EQUIPMENT
AREA (1) ANTENNA PER SECTOR
FlRE DEPAImlENT ANTENNAS
o 30' AGL
LOCATION OF GPS
ANTENNA MOUNTED TO
H-FRAME
PROPOSED 6' BLACK
VINYL CHAIN LINK FENCE
PROPOSED CINGIMR
Ef}IJff'UfJff
infini9J'
engineering
300 GREAT ON<S BLVD.
SfE.312
AlBANY, NY 1220J
OFFICE: (!jIS) 690-0790
EAST MARION
SITE NO. L1-1017
9245 MAIN ROAD
EAST MARION, NY 11939
150 034
SOUTH ELEVATION
NOT TO SCALE
FIRE DEPARTUEHT ANTENNA ~
PROPOSED CINGULAR EQUIPMENT '1
AREA (1) ANTENNA PER SECTOR I
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PROPOSED 6' BlACK
~NYL CHAlN UNK FENCE
PROPOSED CINGUW/
EQU/Pl/ENT
TOWER FOUNDAT1ON DESIGN
(BY OTHERS)
AT THE 11Uf OF THIS OCSIGN, INRNIGY ENGINEIRtNG
WAS NOT PROVIDED 1VItUi' DRAWINGS. F1NAL ANTENNA
HAD CENTER AND C'a'X SIZE .w4Y NEED ro BE REVtSED
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NOT TO SCALE
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TOWER fOUNDATION DESIGN
(BY OTHERS)
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ELEVATION VIEWS
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. 2O-OfI
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SCALE:
ISSl.U>FllRZOIM
ISSUED FOR REYIEW/COMt.lENT
REVISIONS
DESIGNED:
DRAWN:
SITE DRAWING NUt.lBER REV
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IZJn. ._
4'-0" GATE OPENING
1 -1/2 PAIR INDUSTR~L
l<ALLEABLE IRON OFFSET
PIN HINGE (PAGE-WILSON
M-S DR EQUAL)
.
BLACK VINYL
COATED CHAIN UNK
1-1/2"
ELECTRiCAl COPPER BRAID
(TYP.) SEE GROUNDING DETAJLS
GATE DETAIL
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METAL GATE DETENT
INSTALL WITH SLOTS
PARALLEL TO FENCE
FINISH GRADE
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GATE DETENT DETAIL
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JOO CREAT OAKS BLVD. eel
STE.J12
Al..BANY.~1220J
OFFICE: (518) 690-0790
t.W.LEA8LE IRON FORK
TYPE LATCH WITH PROVISION FOR
PADLOCK (PAGE-WILSON TYPE 75
GATE LATCH ASSEMBLY OR EQUAL)
3-1/2"
U,'-2"
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EAST MARION
SITE NO. L1-1017
9245 MAIN ROAD
EAST MARION, NY 11939
150-034
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TOWN OF SOUTHOLP
DATE SEP 102007
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SPACING
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CAlV, BLACK VINYL
COATED CHAIN UNK
1 1/4"' BRACE RAIL
LINE POST (TYP.)
TOP RAIL (TYP)
3/S"' TRUSS ROD WITH
TURN BUCKLE.
2 1/2" 0.0. POST
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POSTS
#7 GAUGE
b . , BOTTOM TENSION WIRE
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1111 LINE POST .
ruL-CONCRETE
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10' -a" MAX.
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CHAIN LINK FENCE DETAIL (ELEVATION)
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FENCE NOTES:
1. FENCING MATERIALS StW.l BE OF GAlVANIZED STEEL
2. POST. BRACES AND GATE FRAMES SHALL BE SCHEDULIE 40 (STANDAJRO
WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAl nlAMfTFR
3. OOUBLE SWING GATE SHALl BE PROVIDED WITH TUBULAR PLUNGER
BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS.
2 FORK CATCHES. 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS
LOCATED }S DIRECTED BY THE OWNER.
4, POSTS. CAPS AND OTHER NECESSARY FENCE FrmNGS SHALL BE AS
MANUFACTIURED BY THE FENCE MANUFACTIURER DR EQUAL
HINGES SHALl BE OF GAlVANIZED STEEL
5. POSTS SHALl BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C.
6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3" ABOVE
GRADE AT ANY SECTION.
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A 2G-<l6
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A
CONSTRUCTION
DETAILS
......fllR_
ISSlIED FOR REVIEW/COIAEHT
REVISIONS
DESIGNED:
DRAWING NUMBER
Z04
DRAWN,
.
NOTE:
SET TREE PLUMB
PRIOR TO STAKING
RUBBER HOSE
(2 PlY GREEN)
GUY WIRE
(DOUBLE STRAND. 2 PLY WIRE
3- APPROVED MULCH
14 REBAR STAKE
j,6- LENGTH
DRIVE BELOW GRADE
SCAAIFY BASE
or PLANT PIT
ROOTBAU PIT TO
EXCEED D""'m~OF STAKE
RDQTBALl BY 24
120' TYP.
ROOTBAU
. GUY WIRE
RUBBER HOSE
PLAN
~
ADD EXCAVATED SOIL
AS NEEDED TO BRING
TREE TO FINISHED GRADE;
TAlIP TO PREVENT SETTUNG
TREE STAKING AND GUYING
NOT TO SCAlE
GENERAl PlANTING NOTES
1. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDmoN, REPRESENT GUIDEUNE
SPECIFICATIONS ONLY AND SlW.L CONSTITUTE MINIMUM QlJAUTY REQUIREMENTS FOR PLANT MATERIAl.
2. ALL PLANTS ARE SUBJECT TO THE APPROVAl OF THE ENGINEER'S REPRESENTATNE BEFORE,
DURING, AND AFTER INSTAlLATION.
3. PRIOR TO CONSTRUCTlON, THE CONTRACTOR SHAlL BE RESPONSIBLE FOR LOCATlNG ALL
UNDERGROUND UTILITIES AND SHAlL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES,
STRUClURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTlON.
4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAl, FREE OF PESTS AND DISEASE.
S. ALL PLANTS MUST BE CONTAINER-GROWN OR BAlLED AND BURLAPI'[D AS SPECIFIED.
6. ALL TREES MUST BE STRAIGHT TRUNKED, FUll HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN.
8. ALL PLANTS AND PlANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
9. THE ENGINEER'S REPRESENTATNE Will APPROVE THE STAKED LOCATlON OF ALL PLANT
MATERIAl PRIOR TO INSTAlLATION.
10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTlTlES SHOWN DN THESE PLANS
BEFORE PRlCING THE WORK.
11. THE CONTRACTOR IS RESPONSIBLE FOR FUllY MAINTAINING ALL PlANTING (INCLUDING, BUT
NOT UMITED TO: WATERING, SPRAYING, MULCHING, FERTlUZATlON, ETC.) OF PlANTING AREAS
UNTIL THE WORK IS ACCEPTED IN TOTAl BY THE ENGINEER'S REPRESENTATNE.
12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN lEAF SHAlL BE ACCUMATED FOR TWO (2) WEEKS
UNDER A MIST SYSTEM PRIOR TO INSTAlLATION.
13. ANY PLANT MATERIAl THAT DIES, TURNS BROWN OR DEFOlIATES (PRIOR TO TOTAl ACCEPTANCE OF THE
WORK) SHAlL BE PROMPTlY REMOVED FROM THE SITE AND REPLACED WITH MATERIAl OF THE SAME SPECIES,
QUANTlTY, SIZE AND MEE11NG ALL SPECIFICATIONS.
14. THE CONTRACTOR SHAlL COMPlETELY GUARANTEE ALL PLANT MATERIAl FOR A PERIOD OF ONE
(I) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHAll PROMPTlY
MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
i e ':\ tn ~ e':, j 9 9 Y
JOO CREAl OAKS BlVD. cJ
STE.312
AlfJNf'f. H'f 1220J
0ff1C(: (.518) 690-0790
EAST MARION
SITE NO. LI-1017
9245 MAIN ROAD
EAST MARION, NY 11939
150-034
LANSCAPING PLAN
SCAle
10' 0 It)' 20'
~
NEW
cing~R!~r
D
:1::300 SF. APPROVED MULCH
(3' SETTlED DEPTH)
PROPOSED S' LANDSCAPE /
BUFFER~
(ASTERN RED CEllAR (IYP)
C
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
o
CAllED NORTH
B
DATE
TOTAl. MFA OF IANn~.APFn !mT. :t300 Sf
PLANT MATERIALS LIST
QUANTI1Y COMMON NAME
SIZE
REMARKS
12 EASTERN RED CEDAR
r MIN. HEIGHT
o EQUAllY SPACED
All PLANTING AREAS WILL BE TlUlED AND PREPARED FOR
PlANTlNG BY THE ADDITION OF APPROPRIATE SOl AlIENmES
AND TOPPED WITH MIN. 3' APPROVED MULCH.
D 18-07
A 2lI-DII
D DATE
SCAle
REV
o
111ft .
A
...... ... ......
ISSLED ftlR REWW/OOIAlENT
RtvISlONS
DESIGNED:
DRAWN:
DRAWING NUMBER
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