2010-174 IA TOWN OF QUEENSBURY
742 BayRoad,Queensbury,�ri � Q e sbury,NY 12804-5902 (518)761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110174 Date Issued: Tuesday, June 21, 2011
This is to certify that work requested to be done as shown by Permit Number P20110174
has been completed.
Tax Map Number: 523400-296-008-0001-003-000-0000
Location: 39 LONGVIEW Dr
Owner: BEECHWOOD INC.
Applicant: BEECHWOOD INC.
This structure may be occupied as a:
Porch
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the ` % rf `� ' p-~—"
property owner of the responsibility for compliance with Site Plan, ` ✓ `'✓�,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
��` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100174 Application Number. A20100174
Tax Map No: 523400-290-014-0001-008-000-0000
Permission is hereby granted to: CHURCH OF JESUS CHRIST LDS
For property located at: 20 ROCKWELL Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: CHURCH OF JESUS CHRIST LDS
50 E.NORTH TEMPLE St Commercial Alteration $50,000.00
SALT LAKE CITY, UT 84150 Total Value $50,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2010-174
REPLACE EXISTING CONCRETE STAIRS &NEW LANDSCAPING
$50.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,April 23, 2011
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To of eens , r d , April 23, 2010
SIGNED BY �Lv- '' for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY r>."" `�Y"'j "'
TAX NO. ; t � � •
MAP
PERMIT NO. �� 1 C1._ I.7 �. �.. _... ....x. . ,. �..... ..-, r. ;
FEES: PERMITII
RECREATION ENGINEERING ; PR ' i% 2010 !�•%
(If applicable) '
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.
BUILDER: V14LD#3 *TATEOWNER: b-C11-4,4CZ�'N - 1 s uS c't-�
ADDRESS: 2217644/140-• �� � p'`�E12 b✓1-y
ADDRESS: 1-0. BPX 60625
PHONE NOS, g $ • 3 tto """p
PHONE NOS. 500 • SSI - 3206
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: I i Oar( PHONE:51g • any
LOCATION OF PROPERTY: 20 2 *-1
HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO
IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL:
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT z
APPLY TO YOUR z 0 Oj D 1
PROJECT O ¢ O O cn
1= O 1- Q.
z < < - Cl): °NU) LL F- LL ago
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY
(NO. of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHED
GARAGE(1,2,3) ' /6-
OTHER �C AGE /1 ,e <icnlV I�UGPf t S k
IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: d1.41112-61-4
ESTIMATED CONSTRUCTION cost 50) 0OD FUEL TYPE:
B 3-LGL 11-05
0
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read agree t above.
Signed
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction
codes or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
r
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
iforr
BUILDIN & CODES A' 'ROVAL ZONING APPROVAL
2,3 /i1
DAT DATE
QUESTIONS? CALL 761-8256 OR EMAIL
codesCc�queensburv.net
Office Use Only
VISIT OUR WEBSITE FOR MORE INIFnane ATinki
Commercial Final Inspection Repo
Office No.: (518)761-8256 Date Ins ction •
Queensbury Building&Code Enforcement Arrive: 4'3t) I. (Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: N C- ,LEPERMIT . 1\ rig
LOCATION: 34c1 L-013(73‘\ 0Q. DATE: Cc — •7_1 -1
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6'/Roof Complete
Exterior Finish/Grade Complete 6"in 10'or Equivalent
Interior/Exterior Guardrails 42 in. Platform/Decks
Interior/Exterior Banisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11"
Vestibules For Exit doors>3000 sq.ft _
All Doors 36 in.wILever Handles/Panic Hardware,if required
Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator(18")Above Grade
Floor Bathroom Watertight/Other Floors Okay
Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/ReceivinglShipping Room(2 hr.), 114 doors
> 10%> 1000 sq.ft.
'A Hour Corridor Doors&Closers
Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping, 3,000 sq.ft Wood Frame
Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Signaje/Shaft Sealed
Handicapped Bathroom Grab Bars I Sinks/Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in.,Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both
sides]
Active Listening System and Signage Assembly Space
Final Electrical I Flex Gas Piping Bonded
Site Plan/Variance required
Final Survey, New Structure/Flood Plain certification,If req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway 4'
Water Fountain or Cooler
Building Access AN Sides ' 1e Surface 20'wide
Okay To Issue Temp. o ermanent C/O \
Okay To Issue CIC
L\Building&Codes Forms1Building&Codes lnspec tion FonnsiCommential Final Inspection Report.doc Revised January 7,2008
06/22011 07:33 5188327895 PAGE 02
2 '
bcott 518-306-5294
p.2
Northeast Awnings LLC Invoice
2 Peabody Place •
Dad® lmaioe
Wilton,NY 12831
6/15/2011 1139 i
Bill To
The Glen at Highlands Meadows
39 Longview Dr
Queensbury,NY 12804
P.O.No. Terms Project
Due on receipt
Quantity Description Rate Amount
lkerasol Weathcntlaster Awning 20'x 19'6"with roll curtains no one side 7,600.00 7,600.00T
Deposit received check 5/4/11 -3,800.00
The awning has been installed in accordance with the manufacturers specs.
Thank you for your business.
Total 53:800.00
06/20/2011 07:33 5188327895 PAGE 01
DATE: 6. / 2" / ll
vr�` �.
' TO; T 4 Ocs'c
� , ./ 1.
II`f' FAX#: 7!Y '- Yv.g?
I FROM: /V/d( ./ `fAl
The Glen at RE:
IiiikinC7.i 'feado'ws
pre,r,,.The Ed*"": vek,„,' „ Total # of pages including cover sheet: Z
MESSAGE:
The information contained in this facsimile message is legally privileged and confidential and is
intended only for the use of the addressee named above. If the reader of this message is not the
intended recipient, you are notified that any dissemination, distribution, or copying of this telecopy is
strictly prohibited. If you received this telecopy in error, please immediately notify us by telephone or
return the original message to us at the address below via the United States Postal Service. We will
reimburse reasonable costs you incur to notify us and return the message to us. Thank you for your
cooperation.
The Glen at Hiland Meadows
39 Longview Drive, Queensbury, NY 12804
Phone #: (518) 832-7800 FAX #: (518) 832-7895
•
sharedlreceptIOn‘tormslstaff for mslfax coversheetG@HM
Commercial Final Inspection Repo
Office No.: (518) 761-8256 Date Inspection req - = ed:
Queensbury Building &Code Enforcement Arrive: 11'or, CA. Depart: 11. tCaCitPm
742 Bay Road, Queensbury, NY 12804 Inspectors India ,
NAME: C -\ -1 O F- TC -.(-)4) PERMill 1 - 174
LOCATION: 7 Rc-)C-\/-,u'\P lL R) DATE I - 11 -1 l
p. ctt E M fl ti,--4JE\TPiT --2)-7r,-0 o COMMENTS:
Y N NA
Chimney!"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6'/Roof Complete
Exterior Finish/Grade Complete 6"in 10'or Equivalent
Interior!Exterior Guardrails 42 in. Platform/Decks
Interior l Exterior Banisters 4 in. Spacing Platform I Decks
Stair Handrail 34 in.-38 in.I Step Risers 7"I Treads 11"
Vestibules For Exit doors>3000 sq.ft.
MI Doors 36 in.wlLever Handles/Panic Hardware, if required
Exits At Grade Or Platform 36(w)x44"(0/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator(18")Above Grade
Floor Bathroom Watertight/Other Floors Okay
Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System
Fresh Mr Supply for Occupant/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/Shlpping Room(2 hr.), 1 %doors
> 10%> 1000 sq.ft.
' Hour Corridor Doors&Closers
Firewaffs l Fire Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping,3,000 sq.ft.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18'x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters,34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond Roth
sides]
Active Listening System and Signage Assembly Space
Final Electrical/Flex Gas Piping Bonded
Site Plan/Variance required
Final Survey, New Structure I Flood Plain certification,if req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway 4'
Water Fountain or Cooler
Building Access An Sides • 20'/Driveable Surface 20'wide
Oka To Issue Tem•. Permanent
Okay To Issue C/C
L:\Building&Codes Forms1Building&Codes Inspection FonnslCommercial Final Inspection Report.doc Revised January 7,2008
111.1 -�
Foundation Inspection Report
Office No.(518)761-8256 Datea '
Queensbury Building&Code Enforcement Arrive: : 1. . I part: 111,10"vs.
742 Bay Rd.,Queensbury,NY 12804 Inspector's 1niti: s
t__. fes'
NAME: �_ � p #:
LOCATION: 7 / ' k lI SPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings 10.1-Ort
Piers 1�
Reinforcem i in Place
The : . tor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this • ••se on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
(/;c)o) /-3 1. 1tie, G.7_
Foundation Inspection Report
Office No.(518)761-8256 Date Insppition req .'';jr 4-' =':
Queensbury Building&Code Enforcement Arrive: .`W. sit,. t0 Depart: V - pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: . Ac.
C,1NvG—k 6 Ct��t'�To ' ;
NAME: Nilo PE�T#: 0—
LOCATION: i /IMMEf INSPECT ON: Mar
TYPE OF STRUCTURE:
Comments
--2___ Nt.. __b\? ._ -\--\c-OL),
/ Y N N(A
V •,gs ' /
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site. _
Foundation/Wallpour y =-�`�
1�
r
Reinforcement in Place G
Footing Dowels or Keyway in place Ne
Foundation Dampproofing `
0 Foundation Waterproofing ,. .)—�
Footin 1 I�r:'u D- light or Sump
Footing Drain Stone_ ��
C'Ji// 6 inches above footing ,f
,/� ... :i wavy ;as under slab
_Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Buliding&Codes Forms\Building&Codes\Inspec0on Forms\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Z 100) r./
Foundation Inspection Report 7
Office No.(518)761-8256 Date Inspection reque a�R
Queensbury Building&Code Enforcement Arrive:7 ',i`C, : s��i'*+~ • part: '7" i : " em
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials `',I y
NAME: PERMIT#:
LOCATION: G � gam_ INSPECT ON: deglilre
TYPE OF STRUCTURE:
Comments,
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
= . for this purpose on site.
'ounda / allpour ^ r ilt-Avi
Reinforcement' Place N,/
. : :'•wels or Keyway in place V
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
/
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection -1;;est ed:
Queensbury Building&Code Enforcement Arrive: ' .m 1^ ,-part: l'V►:C5r.,
742 Bay Rd.,Queensbury,NY 12804 Inspector s Ini .
NAME: 11c11 L-bS P• I #: C� l
LOCATION: 2 c-) 41, SPECT ON:
TYPE OF STRUCTI :
Comments
Y N A
Footings Lcz
Pi
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete. _ \
Materials for this purpose on site. _
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump _ �,-tv��
Footing Drain Stone:
12 inch width :< .p
6 inches above footing ta'
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft. -
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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MALONE & TATE BUILDERS, INC.
-DESIGN& GENERAL CONSTRUCTION-
2217 CENTRAL AVENUE. SCHENECTADY: NY 12304
518-370-0044 1 518-370-3067 (FAX)
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TOWN OF QUEENS
BUILDING & GO
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Date: _
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SHEET NO.
PROJECT N0.
09.002 MAB
MATERIALS INDICATIONS
III—III-I EARTH
SECTION
ROUGH ;
LUMBER ° " CONCRETE
SECTION " e a SECTION/PLAN
FINISH
LUMBER (Lmi scmz) FACE BRICK
SECTION/PLAN SECTION/PLAN
• . I//////I 1 1 1
• a /----------•
MUSEUM
1 ■■■■■■■■■■� 1
1 •1 D1 1 1
IMMENSE$
CONCRETE
MASONRY UNIT
SECTION/PLAN
GYPSUM
SECTION
DRAWING LIST
CS
COVER SHEET
GI
GENERAL INFORMATION
ECD
EXISTING CONDITIONS & DEMOLITION DRAWING
Al
NEW CONSTRUCTION DRAWING
A2
NEW CONSTRUCTION DETAILS DRAWING
A3
NEW LANDSCAPE PLANTING DETAILS DRAWING
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
BBREVIATIONS
U)
GENERAL NOTES
A.F.F. -
ABOVE FINISHED FLOOR
ELEV. - ELEVATION
O.C.
- ON CENTER
1. ALL BUILDING CONSTRUCTION WORK CONNECTED HEREWITH SHALL
ALT. -
ALTERNATE
EQ. -
EQUAL
OA.
- OVERALL
COMPLY WITH THE CURRENT 'BUILDING CODE OF THE STATE OF NEW
AL. -
® -
ALUMINUM
AT
EXIST. -
EXT. -
EXISTING
EXTERIOR
PL.
PLYWD.
- PLATE
- PLYWOOD
YORK' IN ADDITION TO GENERALLY ACCEPTED STANDARDS, LOCAL
BLK. -
BLOCK
F.E. -
FIRE EXTINGUISHER
P.S.F.
- POUNDS/SQUARE FOOT
ORDINANCES AND SUCH OTHER STATUTES PERTAINING TO THIS CLASS
BOT. -
BOTTOM
FIN. -
FINISHED
REINF.
- REINFORCING
OF CONSTRUCTION. THESE SHALL BE CONSIDERED AS PART OF THIS
BLDG. -
BUILDING
FL, -FLOOR
RM.
-ROOM
CONTRACT. WHERE DISCREPANCIES OCCUR BETWEEN THE ABOVE
C.I.P.-
CAST IRON PIPE
FOUND. -
FOUNDATION
R.D.
-ROOF DRAIN
REFERENCED REQUIREMENTS AND THESE CONSTRUCTION DRAWINGS
C.B. -
CATCH BASIN
FTG. -
FOOTING
SECT.
- SECTION
AND SPECIFICATIONS, THE ABOVE REFERENCED REQUIREMENTS SHALL
CLG. -
CEILING
GALV. -
GALVANIZED
SIM.
-SIMILAR
REPRESENT MINIMUM REQUIREMENTS, AND THAT NO CHANGES SHALL
C.H. -
CEILING HEIGHT
GA. -
GAUGE
SPEC.
- SPECIFICATION
BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT. THE COMPLETE
q, -
CENTERLINE
G.W.B. -
GYPSUM WALLBOARD
STL.
-STEEL
APPROVAL OF THE GOVERNING AGENCIES HAVING JURISDICTION OVER
C.T. -
CERAMIC TILE
H.M. -
HOLLOW METAL
STOR.
- STORAGE
THE WORK OF THIS PROJECT SHALL BE SECURED BY THE
C.O. -
CLEAN OUT
IN. -
INCH
T/F
- TOP OF FOOTING
CONTRACTOR, AND THE APPROPRIATE INSPECTION AND APPROVAL
COL. -
COLUMN
INSUL. -
INSULATION
T/S
- TOP OF STEEL
CERTIFICATES, IN ADDITION TO THE CERTIFICATE OF OCCUPANCY,
CONC -
CONCRETE
INT. -
INTERIOR
TYP.
-TYPICAL
SHALL BE DELIVERED TO THE OWNER UPON ISSUANCE.
C.J. -
CONSTRUCTION JOINT
INV. -INVERT
U.L.
- UNDERWRITER'S
LL. O
CONT.-
CONTINUOUS
LAV. -
LAVATORY
LABORATORIES
2. FIELD VERIFY ALL DIMENSIONS (EXISTING AND NEW CONSTRUCTION)
DET. -
DETAIL
MFR. -
MANUFACTURER
U.N.O.
- UNLESS NOTED OTHERWISE
PRIOR TO COMMENCING WORK.
DIM. -
DIMENSION
MAX. -
MAXIMUM
V.T.
- VINYL TILE
i
zi o
W
DIA. -
DR. -
DIAMETER
DOOR
MTL. -
MIN. -
METAL
MINIMUM
W.C.
WP.
- WATER CLOSET
- WATERPROOFING
3. NO DRAWING IS TO BE SCALED FOR CONSTRUCTION PURPOSES - USE
DWG. -
DRAWING
N.I.C. -
NOT IN CONTRACT
W.W.F.
- WELDED WIRE FABRIC
DIMENSIONS ONLY.
ELEC. -
ELECTRIC
N.T.S. -
NOT TO SCALE
W/
- WITH
v
a
N_
l
Ld
�
4. ALL DIMENSIONS ARE TAKEN TO THE FACE OF FRAMING MEMBERS
m
m
3 �
& MASONRY AND NOT FINISHED SURFACES UNLESS OTHERWISE NOTED.
5. ALL ITEMS ARE NEW UNLESS INDICATED AS EXISTING.
6. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH THE NATIONAL
ELECTRIC CODE (NEC), THE NFPA, AND THE NEW YORK STATE FIRE
PREVENTION & BUILDING CODE OF NEW YORK STATE, & OTHER APPLICABLE
REQUIREMENTS. CONTRACTOR SHALL OBTAIN A FIRE UNDERWRITERS
CERTIFICATE AT THE COMPLETION OF THE PROJECT CERTIFYING ALL
COMPLETED ELECTRICAL WORK, & SUBMIT SUCH DOCUMENTATION IN WRITTEN
FORM TO THE OWNER.
7. THE PROJECT MANUAL IS AN INTEGRAL COMPONENT OF THE CONTRACT
DOCUMENT PACKAGE. SEE THE PROJECT MANUAL FOR DETAILED GENERAL
AND TECHNICAL INFORMATION WHICH PERTAINS DIRECTLY TO THIS PROJECT.
8. PROVIDE SHALL MEAN "CONTRACTOR SHALL FURNISH & INSTALL".
GENERAL INFORMATION DRAWING
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SHEET NO.
PROJECT
NO.
09.002
MAB
EXTENT OF CONSTR.
C '�
`G G
B A
F
EXTENT OF CONSTRUCTION I
/ _\
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W I EXTENT OF CONSTRUCTION
El TENT OF CONSTRUC ION
PSG AREA
PARTIAL SITE PLAN
SCALE: 1/4" = 1'-0"
DEMOLITION NOTES
I. CONTRACTOR SHALL COIORDmm Wfm rm APPROPRIATE TRADES TtE MWVA_ OF All
It`DIGATW CONSTRUCTION A6513 LES WC .M*, tX NOr LMf W TO, D05TINO
CON5T TION AS NDICATW OR NJERW aY TtESE DRAWN65 05 RWQUIW TO
DEwm THE NEW CONSTRUCTION INDIGAT® N TIE CONSTRUCTION DOCUMENTS. TFE
6FSERA_ CONTRACTOR SHAT COOWWATE THE PATCHW6, REPAIR, ArD/OR
RECONDITION AND FNIS M OF ANY DQS" CONBTRWCTMON A661NOLM OR ITMIS
%IIA M TO femN OR TO m R .)sw
2. TIE CONTRACTOR eVLL CXWWATE WfTH THE APPROPRIATE TRADES THE PaNOVAL
OF ALL WICATW OR W" 13.E6TRIGAL DEVICES, VV iM 15 PEG MM TO DECUM
TM WORK WDIGATW ON THE CONSTWaGTION DOahIMI S. THE CONTRACTOR SHALL
PROTECT OPERATION OF DCI6TW6 B.ECTRIGN.. COWaMrS OF THE RHNA M
0"M UJAFFECTW DY T1115 PFNOVATION.
3. ALL MWfl;ZIGAL WIRING TO M ADMDONED a ALL DE PF--ENR61ZER
DISGOMECTEP FROM ITS PO RIDUTION POWs, AND CUr DACK MLO W THE
FNOW FACE OF THE WALLS AND/OR FLOORS, ANP/OR CEUN65 ON WH
ENDS.
,4 Al PDETRATIONS N DcWW WA -L A6q%VLES TO REMAIN,
CREATEP A5 A RMU OF DEMOLTrION WORK, Ml15T DE PATCHED
MD WARM TO W- 9&1(E TIOff USW6 THE APPROPRIATE
MATERS TO MATCH EXISTM 50 THAT THE WTEORITY OF THE
WALL A5664LY IS MAWTAW TH15 SHALL INalm THE USE OF
PROPER -Y RAT® FIRE RESISTIVE MATERIALS MFE RE"W.
5. THE CONTRACTOR SHALL PROTECT ALL OrH ER WORK WHICH 15 r0 R MAINZ LNNT CTEP
SECTIONS SHALL DE SI°W OFA.
o. THE CONTRACTOR SHAT COORDINATE Al DW.ITION INPII.ATED WITH THE OWNER
AND/OR OWNER'S ON-51TE R8'RE0NTATMVE COORDINATE THE STORAGE AND HANDLNO
OF NEW MATERIALS AND DWND MATERULS TO M RaISW OR STOREP WITH THE
OWNER AND/OR OV1Asm6 O4-61TE RBM' SETITATNE PRIOR TO PEMOLITION MD DISPOSAL
T ALL PEMOLOW MATERUILS, DlCfFr AS NOW TO PE 6ALVA60 DY THE OMSM SHAT
M REMOVED FROM THE PREM615. IN NO CASE SWILL P*03kOU5 OR EXCESSIVE
DEDR15 M A bWW TO ACCtM"TE.
$• CONStIT wrm DESIGN CON5U_TANT K EDWTELY F ANY STPUCTUZA_ GONGERN5 ARISE
Rm DEMOLITION.
9 Al ITN5 ON THIS DRAWN6 ARE msree miss NOTED OrtfRWISE.
EXISTING CONDITIONS & DEMOLITION DRAPING
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LEGEND
KEY
DESCRIPTION
A
REMOVE & DISPOSE OF STEEL RAILING ASSEMBLIES.
B
REMOVE & DISPOSE OF CONCRETE STEPS LANDING & BASE.
C
REMOVE AS REQUIRED GLASS & METAL DOORS & THRESHOLD TO ACCOMMODATE
CONSTRUCTION. REINSTALL FOLLOWING COMPLETION OF THE WORK. CAULK JOINT.
D
GLASS & METAL WINDOWS TO REMAIN. PROTECT DURING CONSTRUCTION.
E
MASONRY CONSTRUCTION TO REMAIN. SUPPORT & PROTECT DURING CONSTRUCTION.
F
MASONRY RETAINING WALL & METAL CAP TO REMAIN. PROTECT DURING CONSTRUCTION.
G
PLANTING BEDS TO REMAIN. PROTECT DURING CONSTRUCTION.
H
REMOVE & DISPOSE OF CONCRETE SIDEWALKS & BASE.
I
REMOVE & DISPOSE OF CONCRETE MOW STRIP & BASE.
J
REMOVE & DISPOSE OF CONCRETE CURB & BASE.
K
REMOVE & DISPOSE OF ASPHALT PAVING & BASE TO ACCOMMODATE CONSTRUCTION.
L
REMOVE & DISPOSE OF PLANTS & TOPSOIL.
M
REMOVE METAL LIGHT ASSEMBLY & REINSTALL FOLLOWING COMPLETION OF THE WORK.
REMOVE & DISPOSE OF CONCRETE LIGHT BASE.
N
GRASS LAWN TO REMAIN. PROTECT DURING CONSTRUCTION.
0
PAVING STRIPE & ASPHALT PAVING TO REMAIN, PROTECT DURING CONSTRUCTION.
P
NOT USED.
Q
NOT USED.
R
NOT USED.
S
NOT USED.
T
NOT USED.
U
NOT USED.
V
I NOT USED.
DEMOLITION NOTES
I. CONTRACTOR SHALL COIORDmm Wfm rm APPROPRIATE TRADES TtE MWVA_ OF All
It`DIGATW CONSTRUCTION A6513 LES WC .M*, tX NOr LMf W TO, D05TINO
CON5T TION AS NDICATW OR NJERW aY TtESE DRAWN65 05 RWQUIW TO
DEwm THE NEW CONSTRUCTION INDIGAT® N TIE CONSTRUCTION DOCUMENTS. TFE
6FSERA_ CONTRACTOR SHAT COOWWATE THE PATCHW6, REPAIR, ArD/OR
RECONDITION AND FNIS M OF ANY DQS" CONBTRWCTMON A661NOLM OR ITMIS
%IIA M TO femN OR TO m R .)sw
2. TIE CONTRACTOR eVLL CXWWATE WfTH THE APPROPRIATE TRADES THE PaNOVAL
OF ALL WICATW OR W" 13.E6TRIGAL DEVICES, VV iM 15 PEG MM TO DECUM
TM WORK WDIGATW ON THE CONSTWaGTION DOahIMI S. THE CONTRACTOR SHALL
PROTECT OPERATION OF DCI6TW6 B.ECTRIGN.. COWaMrS OF THE RHNA M
0"M UJAFFECTW DY T1115 PFNOVATION.
3. ALL MWfl;ZIGAL WIRING TO M ADMDONED a ALL DE PF--ENR61ZER
DISGOMECTEP FROM ITS PO RIDUTION POWs, AND CUr DACK MLO W THE
FNOW FACE OF THE WALLS AND/OR FLOORS, ANP/OR CEUN65 ON WH
ENDS.
,4 Al PDETRATIONS N DcWW WA -L A6q%VLES TO REMAIN,
CREATEP A5 A RMU OF DEMOLTrION WORK, Ml15T DE PATCHED
MD WARM TO W- 9&1(E TIOff USW6 THE APPROPRIATE
MATERS TO MATCH EXISTM 50 THAT THE WTEORITY OF THE
WALL A5664LY IS MAWTAW TH15 SHALL INalm THE USE OF
PROPER -Y RAT® FIRE RESISTIVE MATERIALS MFE RE"W.
5. THE CONTRACTOR SHALL PROTECT ALL OrH ER WORK WHICH 15 r0 R MAINZ LNNT CTEP
SECTIONS SHALL DE SI°W OFA.
o. THE CONTRACTOR SHAT COORDINATE Al DW.ITION INPII.ATED WITH THE OWNER
AND/OR OWNER'S ON-51TE R8'RE0NTATMVE COORDINATE THE STORAGE AND HANDLNO
OF NEW MATERIALS AND DWND MATERULS TO M RaISW OR STOREP WITH THE
OWNER AND/OR OV1Asm6 O4-61TE RBM' SETITATNE PRIOR TO PEMOLITION MD DISPOSAL
T ALL PEMOLOW MATERUILS, DlCfFr AS NOW TO PE 6ALVA60 DY THE OMSM SHAT
M REMOVED FROM THE PREM615. IN NO CASE SWILL P*03kOU5 OR EXCESSIVE
DEDR15 M A bWW TO ACCtM"TE.
$• CONStIT wrm DESIGN CON5U_TANT K EDWTELY F ANY STPUCTUZA_ GONGERN5 ARISE
Rm DEMOLITION.
9 Al ITN5 ON THIS DRAWN6 ARE msree miss NOTED OrtfRWISE.
EXISTING CONDITIONS & DEMOLITION DRAPING
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SHEET NO.
DD
PROJECT NO.
09.002
MAB
LEGEND:
PENOTES AREA Of i
DENOTES AREA OF ORaM COVER
• DENOTES AREA OF MU -CH -ALL $EDS (NOT
W W DENOTES AREA OF GRASS
PLANT MATERIAL LIST
SYM.
TAG
SCIENTIFIC / COMMON NAME
SIZE
SPACING
REMARKS
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE STEPS do LANDING W BASE, W ABRASIVE NOSINGS.
EA
WaslYMU5 ALATA "COMPACTA"/
I5'" -2A!'
AS SHOWN
CONTAINER
si
F
DWARF I5URNIN6 HUSH
G
PLANTING BEDS TO REMAIN. PROTECT DURING CONSTRUCTION.
H
oQoo
EF
WONYMUS FORTUNEI/
IS„-7�I”
A5 SHOWN
CONTAINER
oQo
L
EMERALD & GOLD EU0NYMU5
M
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE LIGHT POLE PIER W/ BASE.
REINSTALL SALVAGED LIGHT POLE do FIXTURE HEAD, do MAKE NECESSARY ELECTRICAL EXTENSIONS do CONNECTIONS.
N
GRASS LAWN TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AS REQUIRED.
J1
JUdIPERUS HORIZONTALIS 'LIMEC-tM'/
IS" -2A!'
AS SI10WN
CONTAINER
CONSTRUCT 1/2" EXPANSION JOINT W VINYL CAP. ALSO REPRESENTED ON PLAN AS 'EJ'.
R
LIMEC- OW .IUNIPF-R
S
NOT USED.
T
a . I
PC
PRUNIS C-ORA6IFERA ' THUNPERCLOL V /
6—Id
AS SHOWN
15 & 15
NOT USED.
X
THUNDERCL OW PURPLE LEAF` PLUvI
2,. MINI
USED.
Z I
NOT USED.
Z
O
3
In
ww,,
W
G1RA55 SEED: SUN AND PARTIAL SHADE MIXn-FE
507. KENTUCKY 13LUEORASS POA PRATENSIS
307o CHEWINE- 5 RED FESCUE FESTWA RU15RA VARIETY
107. PERENNIAL RYEGRASS LAIUvI PERENNE
107. REDTOP ASC R05TI5 ALBA
MULCH: 4!' THICK ft -ACK CEDAR ORGANIC Mt1CH
CONSTRUCTION NOTES
ALL ITEMS ON THIS DRAWING ARE NEW (FURNISHED & INSTALLED 15Y THE
GONTRAGTOR) UNLESS NOTED OTHERWISE_
2. EXISTING GRADES SHALL �E MAINTAINED EXCEPT THAT EFFORTS SHALL f5E
MADE TO PROVIDE DRAINAGE AWAY FROM THE 150TTOM OF THE NEW STAIR,
SIMILAR TO THE EXI5TINC0 CONDITION.
3. CONTRACTOR SHALL VERIFY ALL DIMEN51045 ANG
& MAKE THE NECE55ARY ADdU5TMENT6 TO THE
WORK & COMPLY WITH ALL APPLICAft E CODES.
NOTIFY THE OWNER IF 5" AP 5TMIENTS ARE
CONDITIONS THAT MAY AFFELT THE WORK,
LAYOUT 50 AS TO MAKE THE INTENDED PLAN
PARTIAL SITE PLAN
"I have seen or observed, or believe I saw evidence of,
all s such , .-:uses, wells, trees, fences, etc.,
I also represent that I have
Ipl, _ , r ,i ?,c,,UyE ite distances set f--rth on the diagram.
S1Gr;�,T'�RE DATE
NEW CONSTRUCTION DRAWING.
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LEGEND
KEY
DESCRIPTION
A
FURNISH do INSTALL PAINTED GALVANIZED STEEL RAILINGS.
B
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE STEPS do LANDING W BASE, W ABRASIVE NOSINGS.
C
REMOVE AS REQUIRED GLASS & METAL DOORS do THRESHOLD TO ACCOMMODATE
CONSTRUCTION. REINSTALL FOLLOWING COMPLETION OF THE WORK. CAULK JOINT.
D
GLASS do METAL WINDOWS TO REMAIN. PROTECT DURING CONSTRUCTION.
E
MASONRY CONSTRUCTION TO REMAIN. SUPPORT do PROTECT DURING CONSTRUCTION.
F
MASONRY RETAINING WALL do METAL CAP TO REMAIN. PROTECT DURING CONSTRUCTION.
G
PLANTING BEDS TO REMAIN. PROTECT DURING CONSTRUCTION.
H
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE SIDEWALKS W BASE.
I
EXTEND CONCRETE MOW STRIP ALONG BUILDING TO NEW STAIR. MATCH EXISTING.
J
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE CURB W BASE.
K
PATCH ASPHALT PAVING do BASE AS REQUIRED TO ACCOMMODATE CONSTRUCTION.
PROVIDE HOT MIX, QUICK PATCH IS NOT PERMITTED.
L
FURNISH do INSTALL 4" TOPSOIL, EDGING, PLANTS W AMENDED SOIL, FERTILIZER, FABRIC & MULCH.
M
CONSTRUCT CAST—IN—PLACE REINFORCED CONCRETE LIGHT POLE PIER W/ BASE.
REINSTALL SALVAGED LIGHT POLE do FIXTURE HEAD, do MAKE NECESSARY ELECTRICAL EXTENSIONS do CONNECTIONS.
N
GRASS LAWN TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AS REQUIRED.
0
PAVING STRIPE & ASPHALT PAVING TO REMAIN, PROTECT DURING CONSTRUCTION. PATCH AS REQUIRED.
P
CONSTRUCT SPLIT FACE CONCRETE BLOCK PLANTER RETAINING WALL do FOUNDATION W METAL CAP TO MATCH EXISTING.
Q
CONSTRUCT 1/2" EXPANSION JOINT W VINYL CAP. ALSO REPRESENTED ON PLAN AS 'EJ'.
R
EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT DURING CONSTRUCTION.
S
NOT USED.
T
NOT USED.
U
NOT USED.
V
NOT USED.
W
NOT USED.
X
NOT USED.
YNOT
USED.
Z I
NOT USED.
"I have seen or observed, or believe I saw evidence of,
all s such , .-:uses, wells, trees, fences, etc.,
I also represent that I have
Ipl, _ , r ,i ?,c,,UyE ite distances set f--rth on the diagram.
S1Gr;�,T'�RE DATE
NEW CONSTRUCTION DRAWING.
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SHEET NO.
PROJECT NO.
09.002 MAB
TOI PRIOR
PATCH A5
REQUIRED
TOP SOIL
FINISH 6RADE
SIDEWALK, I
PAVING - 4I= -j 11 I "`
ROP. GRAVEL 6A5E a"
MIN.
LAR
PGOMNPAGTED EARTH
TYP. SEEDED AREAS
SOIL PROFILE 1
3/499
ASPHAI..TIG
60WEM TOPPING
PATCH AS REQUIRED
2Y1" ASPHALry
CONCRETE FINDER
PATCH AS REQUIRED
R.O.P. 6RAVEL P,
COMPACTED
PATCH As REQ&
cat'. CLRD. (1)
TOP & w TOM
h COMPACTED F
COMPACTED, L
PEARIN& SOIL
TYP. CURB DETAIL
3 4" = 1'-0"
/
FROOM FINISH
SIDEWALK Wl bxo -
W.WF. AT THE
CENTER OF SLAF
CONCRETE SIDEWALK W/ PROOM
FINISH. SLOPE = 4'/�:T
ALL CONCRETE WALKS/PANELS
SHALL RECEIVE PROPER
ED6E TOOLING
TYP., SIDEWALK DETAIL
(WIDTH)
3 4" = 1'-0" 2/
EXTEND PRANGH CIRCUIT FOR SALVAGED
LIGHT POLE & FIXTURE HEAD_
CONFIRM CIRCUIT LOCATION IN FIELD
& EXTEND WIRE TO POLE LIGHT TO
MATCH EXr&. IN r' GONIPLAT.
UNDEZ&ROUND CONDUIT MAY FE
DUCE 40 PVC.
REINSTALL SALVAGE
METAL LIGHT PGCE
& FIXTURE HEAD
& MAKE ELECTRIC,&
CalCOTIONS
NON -SHRINK E
1,-Id'o X 4,4„
REINF. GONG. PIER
(4) #5 PARS -
0 TIES ® 12" 0.6.I-1 !! I I I
—III—I
PROVIDE 24' MIN. LENGTH II 1=1 1=1
ANCHOR DOLTS FOR POLE - 11=1 I I
I — —
sI 1=1I1
3/�F" CONDUIT -I I El I M
2X} MIN. FELON &RADE 1, I I I\ I I I
GOMPAGTEP GRAVEL PA5E
As REQUIRED
COMPACTED, UND115 U MP
FEARING SOIL
A
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W
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LIGHT POLE BASE
DETAIL
—@
3 4" = 1'-0"
/
EXPANSION AND CONTRACTION JOINTS, Y" x3",
PREM" AND I" ELASTOMERIG SEALANT
AFOVE. PROVIDE VINYL GAPS FOR EXPANSION
JOINTS
CONTROL JOINT
// r/
�' - / � M.
R.O.P. GRAVEL BASE 4
MIN. COMPACTED
BROOM FINISH
5 DwA it W bx6
W.WF. AT
CENTER OF 51AP
SEE NOTE PELOW
5'
I. SEE SITE PLAN FOR WALK LOCATIONS AND DISTANCE PETWEEN
EXPANSION JOINTS, TYPICALLY 0, UNLESS NOTED OTHERWISE.
TYP-, SIDEIPALK DETAIL
(MANSION/CONTROL JOINTS)
3/4"
PLANTIN&S
(SEE PLAN & 66HERLE)
A!' THICK
SMALL PARK NLJG&ETS ML
A!' TOPSOIL
PLANTING SOIL
GOMPAGTEP IN 12" LIFTS —
SPRAY ON WATERPROOFIN&
SOIL SEPARATION FAPRIC
SOIL SEPARATION FAPRIC
COMPACTED GLEAN PAGKFILL
WITHIN THE PLANTER:
IN NAVY CLAY SOILS OR
WHERE THERE IS HARD PAN
AUGER AN S" HOLD G' DEEP
OR THRU THE HARD PAN
& PACKFIH WITH DRAINAGE
STONE
COMPACTED &RAVEL PASE
AS REQUIRED
COMPACTED, UIDISTUTPED
PEARIN& SOIL
JL
EARTH
FINISH 6RADE
-111 f
ROP. 6f AVFI
BASE k MIN.
COMPACTED EARTH
INTEGRAL WALK & CURB
DETAIL
3/4" = 1'-0"
EXISTIN& PRE -FINISHED I 1/2'o PAINTED &ALV STEEL PIPE RAILING
METAL GAP PEYOND.
PRE -FINISHED METAL GAP, �TIGAL, PAINTED C�ALV STEEL pALU5TER5
MATCH EXT& PROFILE 3/�4" X 3/e}" SPACED k" CLEAR MAX
W/ .05d' PREFINISHED
A -W INL U SHEET %W --ON GAP
OVER SELF ADHERING WP MEM15RANE
OVER CUr P.T. WOOD PLOCKIN&.
SECURE WOOD PLOCKIN& Wl 416),, 1/2"o
&ALV. STEL ANCHOR DOLT 16O.G.
EXISTING SPLIT FADE
CONCRETE FLOCK WALL
WEYOND-TO REMAIN
ALIGN JOINTS IN NEW WALL
W/ JOINTS IN EXT&. WALL
4"o PVC, PIPE DRAIN PITCH SIDEWALK AWAY APRASIVE HOr IP C7A-V NOSIN&5
(PROVIDE DTWO DRAIN FROM POrTOM OF STAIR TYP. AT EACH STEP .a
EXPOSED PLANTER SIDES ONLY) DINT MANSION
IT F OM OF STAIR o 0
S SPL AGE PLOGK
TO MATCH EXISTING. ELEV. _ +/- 0 (DATUM) X x--rx-�-•
W/#4 ® 2'-d' O.G.
VERTICAL FULL HEIGHT . `
AND HORIZONTAL o 0 0 0 0 0 0
JOINT REINPORCIN&
EVERY Ci LRSF-
EXTEND REINF. TO DOWELS
FELoW. FILL ca -Ls SOLID.
a \
2 1/2" DIA PIPE SLEEVE FILLED \�\
S" CONCRETE FLOCK
WITH NON-r.�l'iRINK &ROME.
FOLMATION WALL SEAL SURFACE WITH POURAPLE
FILL CPLLs SCUD SEALER TYP.
Q.
a
FoorlN& W/(2) #4 ParTOM OF FOOTIN&
PARS (GINT.) EXTEND ELEV.
2 d VERTICAL
DOWELS ® 2'-d' OL.
TIE DOWELS TO �
HORIZONTAL REIN.
PLANTER/RETAINING WALL DETAIL
3/4" = 1'-0"
CONSTRUCTION NOTES
EQUAL TREADS
REINF. CONCRETE
#4 FAR TOP & WTOM CONT
ASPHALTIC CONCRETE
TOPPING, PATCH AS REigJIRED
2w" ASPHALTIC CONCRETE
FINDER, PATCH AS REQUIRED
ROAD PASE R" MIN.
COMPACTED, PATCH AS REQUIRED
S" COMPACTED GRAVEL
PRAINA&E PASE
1/2" EXPANSION TOP OF STAIR
JOINTELEV. = +W-6
x 4-51d
.'ll .-o% - - - - 4 -
EXTERIOR CONCRETE STAIR DETAIL
3/4"
�. ALL ITEMS ON THIS DRAWING ARE NEW (FURNISHED & INSTALLED 15Y THE 4. SEE PARTIAL SITE PLAN FOR ADDITIONAL REQUIREMENTS.
CONTRACTOR) CESS NOrEP OTHERWISE. CONTRACTOR) UNLE55 NOTED OTHERWISE.
2. EXISTING GRADES SHALL pE MAINTAINED EXCEPT THAT EFFORTS SMALL f5E 5. ALL EXPOSED CAST -IN-PLACE CONCRETE SHALL RECEIVE A HAND RIJN�ED
MADE TO PROVIDE DRAINAGE AWAY FROM THE 150TTOM OF THE NEW STAIR, FINI M, EXCEPT FOR SIDEWALKS & ASSOCIATED LANDINGS WHICH WILL RECEIVE
SIMILAR TO THE EXISTING CONDITION. A 15ROOM FINISH AND PROPER EDGING TREATMENTS/TOOLING.
3. CONTRACTOR SHALL VERIFY AAL DIMEN510N5 AND CONDITIONS THAT MAY A1=FE6717 THE WORK, (o. ALL 61TEWORK SHALL 15E EXECUTED OVER A COMPACTED, UNDISTURED SU%-f5ASE.
& MAKE THE NECESSARY ApJU5TW W5 TO THE LAYOUT 50 AS TO MAKE THE INTENDED PLAN SHOULD WATER MAKE THE FEARING SURFACE MUDDY, CONTRACTOR SHALL SCRAPE
WORK & COMPLY WITH ALL AQPLICA SLE CODES. OUT 150TTOM OF EXCAVATION DOWN TO UNDISTURED & COMPACTED SURFACE
NOTIFY THE OWNER IF 6(01 AI?4)9 vENT5 ARE REQUIRED. & PROVIDE GRAVEL TO STAf5ILIZE THE CONDITION.
0 REPAR @ 12" O.V.
RE 5AR ® IV OL
#4 N051N& REPAR
9 EACH STEP
S" COMPACTED &RAVEL PASE
CDMPAGTED, UNDIST TMP
FEARING 501E
APRASIVE NOSIW-
APRASIVE CAST A ANINLU,
FOLNPRY, 15IRMINGHAMERN & AL
NOSE,MIL LENGTH
NEW CONSTRUCTION DETAILS DRAWING
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SHEET NO.
L%2
PROJECT NO.
09.002
MAB
LANDSCAPING NOTES:
I. QUALITY ASSUZANCE
A NIOMFNGLATLRE: PLANT NAMES SHALL L CONFORM TO THE LATEST
EDITION OF "STANDARDIZED PLANT NAMES" AS ADOPTED DY THE
AMERICAN JOINT COMMITTE=E ON HORTICU_TLIRA_ NOKI NC- ATUZE
D. SIZE AND 6RADIN6: PLANT SIZES AND 6RADIN6 SHALL L CONFORM TO
THE LATEST EDITION OF "MdERIGAN STANDARD FOR NURSERY STOCK"
AS SPONSORED DY THE AMERICAN ASSOCIATION OF NNRSFRYMEN,
INC. (AAN), UNLESS OTHERWISE SPECIFIED.
G. NURSERY SOURCE: OBTAIN FRESHLY DUG, HEALTHY, VI60ROJS, PLANTS
NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN
THE LOCALITY OF THE PRaF.GT FOR A MINIMUM OF 2 YEARS. PLANTS
SHALL HAVE DUN LINED OUT IN ROWS, X+UA LY CILTIVATER
.PRAYED, PKNED, MD FERTILIZED IN ACCORPANCE WITH 600D
HORTICULTURAL PRACTICE. ALL PLANTS SHALL HAVE NEEN TRANS-
PLANTED OR ROOT PWJNW AT LEAST ONCE IN THE PAST 3 YEARS.
PALLEV AND DUZIAPPFP PLANTS MUST GAME FROM SOIL WHICH WILL
HOLD A FIRM ROOT DAL HEELED IN RANTS AND PLANTS FROM
GOLD STORA6E ARE NOT AGGEPTADL E.
D. SU55TITUTIONS: DO NOT MAKE SLS TITUTIONS OF TREES AND/OR
61-" MATERIALS. IF REQUIRES LANDSCAPE MATERIAL 15 NOT ODTAIN-
ADI.E, SUDMIT PROOF OF NON-AVALA15 LITY AND PROPOSAL FOR USE
OF MIVAL.ENT MATERIAL WHEN kMIORLZFD, ADJUSTMENTS OF CON-
TRACT AMOUJT (F ANY) WILL NE MADE $Y GHAN6E ORDER
E TREE PROEFCTION
CLEARING LIMIT LINE (CLL):
ERFLT AND MAINTAIN A TEMPORARY FENCE AROUND DRIP LINE OF INDIVIDUAL
TREES OR AROUND PERIMETER DRIP LINE OF 6ROLPS OF TREES TO
REMAIN. REMOVE FENCE WHEN CONSTRUCTION K COMPLETE. CLEARING
LIMIT LINES WILL DE ESWLISItD DY ARGHITFLT AND CONTRACTOR N FED
PRIOR TO C4N5TRGTION.
DO NOT STORE CONSTRUCTION MATERIALS, DEDRIS, OR EalGAVATED
MATERIAL WITHIN DRIP LINE OF REMAINING TREES.
DO NOT' PERMIT VEHICLES, EQUIPMENT, OR FOOT TRAFFIC, WITHIN DRIP
LINE OF REMAINING TREES.
2. SEASONS AND TIMING CONDITIONS:
A UNLESS OTHERWISE DIRECTED IN WRITING THE RMrIN6 OF TREES
AND SHIRUDS SHALL NE FROM MARCH 15 TO IM 1, AND FROM
5E7TE=JMDER I TO DEGEMDER 15-
15. PRODUCTS:
A IMPORTED TOPSOIL: PROVIDE TOPSOIL CONFORMING TO THE
FOLLOWING:
I. OR161NAL LOAM TOPSOIL, WELL DRAINED HOM06ENOUS TEXTURE
AND OF (INFORM 69ADE, WITHOUT THE ADMIXTURE OF SIPSOI_
MATERIAL AND FREE OF DENSE MATERIAL, HARDPAN, CLAY,
STONES, SOD OR OTHER ODJFLTIO MZ FOREIGN MATERIAL_
2. ONTAININ6 NOT LESS THAN 5% NOR MORE THAN 207- OR6ANIG
MATTER IN THAT PORTION CF A 5AMP E PASSING A I/4" SIEVE
WHEN DETERMINED DY THE WET COIMDUSTION METHOD ON A
SAMPLE PREP AT 105' C`-
15. CONTAINING A pH VALI.E WITHIN THE RAN6E OF 65 TO 7.5 ON
THAT PORTION OF THE SAMPLE WHICH PASSES A I/4" SIE --VE.
4. CONTAINING THE FOLOWINJ6 WASHED 6RADATIONS:
SIEVE DESIGNATION % PASSING
r loo
I/4" 57- 100
NO. 200 20 - 65 (OF THE 1/4" SIEVE)
D. TKE-5 AND SHIRK :
I. PLANTING SOL MIXTURE: SHALL DE PREMIXED IN MILK, AND
CONTAIN THE FOLLOWING DY VOW&
20 PARTS TOPSOIL
Io PARTS PEAT MOSS
PART DONE MEAL
2. PEAT MOSS: DROWN TO ft -ACK IN COLOR, WEED AND S® FREE,
DRIED SPHAO" PEAT MOSS, CONTAINING NOr MORE THAN 9%
MINERAL ON A DRY 15A616 AND CONFORMING TO NYSDOT 713-20.
3. DONE MEAL: FINE -LY GROUND, RAW, MINIMUM 4% NITROCEN MD
249% PHOSPHORIC ACID. IT SHWA_ NE DELIVERED IN SEALED D/66
SHOWING THE MANLFAGTLARU S 6UARMTTIFD ANALYSIS.
4. STAKES: S FT LON6, 2 IN WIDE WOOD STAKES.
5. HOSE: NEW, 2-411-Y GARDE=N HOSE NGT LESS THAN 1/2 INCH M
DIAMETER
6. MILGH: 6ROUND OR SHREDDED DARK, MEDILIM SIZE FROM HARD-
WOOD TREES. NO PIECES OVER 2 INCHES GRFAM55T DAM r-., N.
FREE FROM SAWDUST, STONES, DEDRIS, AND DHRTERVUS MAT-
ERIA -6. STANDARP OF QUALITY SHWA_ W- MANUFA(TLIREP DY
HYDE PARK PRODUCTS GO., OF NEIN R06M LE, NEW YORK.
OR APPROVED EQUAL
T PROVIDE COMPLETE COMMERCIAL FERTLIZPR, OF NEUTRAL
CHARACTER, WITH SOME ELEMENTS DERIVED FROM OREDMIG
SOURCES, CONTAINING AT LEAST 10% AVAILAM E PHOSPHORIC,
ACD, 3% TO 5% TOTAL NITROGEN, AND 3% TO 5%
SOLUDLE POTASH.
GUARANTEE NOTE
ALL PLANTINGS SHOWN ON THIS PLAN SHALL DE MAINTAINED IN A
HEALTHY AND V160ROJS 6ROWIN6 CONDITION FOR 60 DAYS FOLOWNG PLANTING.
ALL PANTINGS SHALL DE 6 PRANETPFD TO REMAIN HEALTHY & VIEDOROM FOR
ONE YEAR FROM THE DATE OF PLANTING. L)NHIEALTHY PLANTS SHALL DE
RERAGED AT THE DE6IMJIN6 OF THE NEXT' 6ROWING SEASON.
1
CONIFER TREE
GUYING DETAIL
N.T.S.
MOMS:
I. TOP50L MIX SHALL CONSIST OF
4 PARTS TOPSOIL TO ONE PART
FEAT W/5 LA. E'ER -PHOSPHATE
PER G.Y. OF MIXTURE.
2. RANT SHALL DE SI=T AT
ORIGINAL DOTH, ALL DINDIN6
GUT, AND MPLAP RE3MOVE P
FROM TOP I/3 OF PALL
3" MLI 41 OVER
upm
3. INSTALL WEED (,ONTROL
15ARRIERS MOW Z"
DARK MUXM
EARTH SAUCER /4"
THRa> *Mr
PLANTING DED.
HIGH DERM
C4
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CONIFER TREE
GUYING DETAIL
N.T.S.
MOMS:
I. TOP50L MIX SHALL CONSIST OF
4 PARTS TOPSOIL TO ONE PART
FEAT W/5 LA. E'ER -PHOSPHATE
PER G.Y. OF MIXTURE.
2. RANT SHALL DE SI=T AT
ORIGINAL DOTH, ALL DINDIN6
GUT, AND MPLAP RE3MOVE P
FROM TOP I/3 OF PALL
3" MLI 41 OVER
upm
3. INSTALL WEED (,ONTROL
15ARRIERS MOW Z"
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EARTH SAUCER /4"
THRa> *Mr
PLANTING DED.
HIGH DERM
C4
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Z
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WEAK PRIOR
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TO 5ETTN6 , WITH
A PICK.
SHRUB
PLANTING DETAIL
N.T.S.
CONIFER TREE
PLANTING DETAIL
N.T.S.
MEAaPBVIENT atW DE
AVERAGE OF PUNT AND NOr
THE 6REAMST DIAaEI M
PLANTS PROPERLY TRhw
AND TRANSPLA ww SH6tl.D
MFA5IJftE THE SAME N ANY
DIRFIZON. F A PLANT K
LINEVEN, FOR HDWAI E,15' THE
WDE5T WAY AND T THE
NARR&rc:5T, IT SHA.I.D DE
C A66M
7
SPFLF® STAKE - 13-0''
LUNG
RUDUR HOSE
3 -6" MIN DEPTH MU -(A
3" SUZR
PREVIOUS IDWN6 6RADE
TOPSOIL MD(1w
FERTILIZER TAMETS
6" G01M GOIvPAGTEP
TOPSOIL
IN HEAVY CLAY WIL5 OR WHERE. THERE: 15 A
HARD PAN , AM AN S" HOLE 6' DEEP OR
"OU6H THE HARD PAN (DACKFLL WITH
Nrt]w SOL)
AVERAGE SPREAD
TYPICAL MEASUREMENT
FOR PROSTRATE TYPE PLANTS,
N.T.S.
NOTES:
I• TOPSOIL MIX SHALL
CONSIST OF 4 PARTS
TOPSOIL TO ONE PART
PEAT W/5 LD. SUJtR-
PHOSPHATE PER G.Y. OF
MIXTLZE.
2. STAKES SHALL DE
DRIVEN A MIN. OF 3'-O"
INTO 6ROCIND.
3. PLANT SHALL DE SET
AT ORIGINAL DEPTH, ALL.
DINDING CUT, AND "LAP
REMOVED FROM TOP
I/3 OF HALL.
4. TREE SHALL NE
STAKES W/GUY WIRES
SPACPD I20 12E6REES
APART. REMOVE 6UY
WIRES AT END OF -
6ARAYfEE PERIOD
SET TOP OF Roor DAIl r
AWE FINISH 6RADE
PLANT PIT SHAI_ DE 3X AS WM
A5 ROOT DNI. AND A MNMIIA OF
4" (ANGLE SAES OF PIT)
MOUND OF TAMPED FIRM TOPwL
DECIDIOUS TREE
PLANTING DETAIL
N.T.S.
SPECFFD TREE WRAP
PaAf STRMD IZ &A WIRE
SPECFI®
L1JN6
R19MR HOSE
3r4 MIN DEPTH MLLLH
3" SNJ//E:R
PREVRJS EXKTIN6 6RADE
TOP.aOL minizE
ff-RTL.IZER TAMETS
Mill. / pr
lfoll;06
N HEAVY CLAY WLS OR WHM THERE K A
HARD PAN , kW AN 6' HOLE 6' DEEP OR
THROLrdi THE HARD PAN 0AOTLL WITH
AM15m SOL)
/- / irr /
Tv 't-minjili
!u
6MACT GRADE
APdAaNr TO EM
TO AVOD 5Er"
TYPICAL MEASUREMENT
FOR BROAD UPRIGHT PLANTS
N.T.S.
RM" HOSE WITH
WIRE N51DE
WIRE TIES
TREE
NAL OR STARE
TREE
STAIING DETAIL 4
N.T.S.
NOMS.
1 061NO TO DE "PMAALOG" ALUMINUM ED61N6,
1/6" x 4", MILL FINISH.
I. ED61NI6 TO DE IN I(o-O" SF6,TIONS. EACH
SECTION TO INCLIDE FOUR LINE STAGES
AND ONE SPLICER STALE. GALL , PERMALLG"
AT I SOO-3�0.
3. ED61NG TO DE 6063 ALLOY, T-6 HiARDN1E55,
AND TO HAVE HORIZONTAL UsIR"TION5 A."
DOTH FACES. A 1/S" HORIZONTAL LOCKING
RIDGE 15 TO PROTRUDE 1/2" FROM THE TOP
EDGE AND A LOCKING TAD 15 TO DE PUNCHED
AT EACH END OF THE I6' -O' SECTION.
4. ALL STAKES TO DE 6061 ALLOY, T-6 HARDNESS
AND TO HAVE DURRS PROMPIN6 DAM OFF
THE FACE OF THE STAGE.
5. SPLICING 5TAKES TO NE I4" LONG, 2" WIDE,
WITH A 2" PORTION FOLDED OVER PARALLEL
TO THE FACE OF THE STAKE. THE 2" FOLPEP
PORTION TO HAVE 2 SETS OF PU 46HE5. LINE
STAKES To DE 12-1/2„ LONG, I" WPE, WITH
A 2' PORTION FOLDED OVER PARALLEL TO
THE FACE OF THE STAKE. THE 2" FODFD OVER
PORTION TO HAVE I SET OF PUdGHES.
METAL
EDGING DETAIL n
N.T.S. -��J
NEW LANDSCAPE PLANTING DETAILS DRAWING
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SHEET NO.
PROJECT NO.
09.002 MAB