2000-782 TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Community Development = Building & Codes (518) 761=8256
CERTIFICATE OF OCCUPANCY
Pernvt Number: P20000782 Date Issued: Thursday, November 08, 2001
This is to certify that work requested to be done as shown by Permit Number P20000782
has been completed.
Location. 3 EAGLE Way BLDG I
Tax Map Number: 523400-296=008=0001-005-000=0000
Owner: HILAND SPRINGS II, LLC
Applicant: SCHERMERHORN CONSTRUCTION CORP.
This structure may be occupied as a:
Townhouse By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
owner of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement
or Zoning Board of Appeals,
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
k.
Community Development � Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20000782 Application. Number: A20000782
Tax Nlap No: 523400-046-000-0002-002-001 -0000
Pertnission is hereby granted to: SCHERMERHORN CONSTRUCTION CORP.
For property locat6d at: HAVILAND 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 heretic filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: FAMILY GOLF CENTERS INC Townhouse 250,000.00
4TH FLOOR, 538 BROADHOLLOW Total Value 2509000.00
MELVILLE, NY 11747
Contractor or Builder's Name / Address Electrical Inspection Agency
x
Plans & Specifications
2000-782
8 Eagle Way, Building 4, Hiland Springs
6 unit townhouse
Y,
$884,00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, October 31, 2002
A
(Ifa longer period is required, an application for an extension must be trade to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town (Queensb ry, Tuesday, October 31, 2000
SIGNED BY for the Town of Queensbury.
ry
Director of Building de forcement
BuI � '� ntpa� ca1 i A ion1fJlI C f � 5 Uelef ►lR► ^►rr, 742 Hity liurerl
T P
BUILDING & . C O D I3 C N I� O R C C AT Ii r►c"c^►►sLrr►y, IJl' !28(1•! ?G!-3I2.5f>J
MOTILE Requirements prior to isstsatnce
LF
il trturrl lro cilalairietl Ix:fsirrr of this lrct'11'il. 1' Cslth!!T' FfGG N
rrg crrlI"IFRICtltral. Nrr irrnlxcr lltxrn ,
rtutclu unlit uiiF,ltcxait brill rt cuivul U 7orllrrg rqf rfry+j .L f•/i1144it h'L.fs' 10Afl}
ItJ L1U1LI]FF�IC3 Irr?RMIT. All Aron ! Uso
ita• slrrtccs on lttis nplrlicrrtion fiffC►tC�I f7ON FGt3 f'itlD $
iro cnrulr[cletl whet• ttra signrrturo , ?r rf�
iililicnnt elitist nliircar trtt tiro L- 1 l lrrrrr [{e iJurr►rI .ZCrft3fY M.CVili4 E00 1.1K.
lWt feint!. tr....► y,,,,, SI'it f 7irlreliviitrrel / C711rcr —ZY
rrrrrr"Nrr
►n"►.rrrur
[teemcnlRuk-F!4p lrayrticul
• Owners T rC�f'rn9 a i ior^ r✓ an F.
Address: C'2 '�. ++V . Adc[ress:
1'Z1ono # ( SIS�) 7rS - C _75r 1'liorlo #
Property Locttllalt;
Subdivision Nstllta: Tim Muir Ntlnlllcr
Section 111(lek licit
NATURE OF >ROpoSED wottli :
5e New Dul. ldl. rlg : ESTIMft".CEI) MARKET VALUE OF* TIRE
residence CONSTRUCTION : $_/ car+rnsCnrciuJ. ,.,,.
Additiari to nulldlttcr :
> oa ldence / cotrrrnarcj al OCCUPANCY INFCrr1Pt1►TION :
P►kCFaratian La lJktild .i. ng : P' r1litary 11ui ]. r11119 rr3 [ridence / colltmeecluj- S .i. trca .10 Fctn11 ]. y'l3w0 ]. 13. 3jr1 Fteoidrsnccs j Coullwarcial "x'wa lrbrn.i _Ly I�wcT .lintl
Ito cllanclo Lo rrx401 3:ar^ rs .l. r. rt _ 11'cun .i. Ay Irwn ]. .l. irttf
Other Work (deecribe below [) J I tcra
? Mercantile
Manufacturing
'
GROSS AREA OF PROPOSED STRUCTURE % u Other.,a
5 +�lot Fiaor . , , . . . . . ��_= q Eta If AI)DITION , What will use
2nd .Floor, a a . . . . . � cp nq , ft: . of new addition be ? :
Other Floors . . . . . x nq . Et: .
( not± ull:LilliGhcd cailar or bancillelit )
ACCESSORY BUILUIHOS :
DeLached Garage 1 , 2 car
TOTAL FLOOR AREA ; 6n & SQ • FT * Attached Garage 1 , 2 car
SIZE OF NEW STRUCTURE : Private Storage Building
Commercial. Storage Duilding
,g/n FEET x 30 1•"Fst;'"1` C7tItcsr
Fuillbe than '1'Yper P✓ Will all ancond— !rand or ittigradea
Nurtrluoz of SLori, ne : � 11killib3r o uocci ? If 80 , for whaL- 7
( ltnt7 ]. L aF� ] o nF7aca att .l. y 1
itci ],C11tC { c� i'ctr.tn F�cr _ '�(p I. rTt: 'riti�i �[i! __iein7' lrt[: :; Yr;'f.•r:tie�' - ---^�_.
A1 [tullyer a1 t 3. L' eplctc �uu attd/or woo�luLovo ( c ii'cla ' all wl: icir [1 ilal lc [s )
La be ins tolled : / Wood
forced llot Ai / seboard / 1] thcr
Person re spolisibie for supervis-lo11 of work as regnrds to bu .11ding .
codes is ; _ Cy
Nmiitc Addreass. !.Alone
Z3uiidsrr : - ca& ?
Plumber ;
Macon : le F j�Aid r,. � �nr{ ? 9 I "xi"7 J
C, lectriCiatl : tZ �._" _ �,_. -
MCLARATION Ylcrrse sign lrelraly rrj(Jei yvrr Julve crrref�lly r ttr! rile sr►lrcrrse►sr.
^1'O the !.rest of illy knowlctige the six;telrrcnls colliainecf ill this applicalio[t , WLpelller Willi tale !lulls
.tire! Spceilicnlioits snlsnritlral, sire a bile turd corelpltslc sialctrtetu cif all luolKrsect work to Irc clone oil
111c ilcscritrccf premises alid that all provissious of Ilrc liuitctiut; t;'xxlc, lire. •L.rrnirris C)rclittanceu awn [ Gilt
ertlrcr I:ttvs pertairtinl Iu lire irrt>Ix7sctl work silo!! Iro cc7ntliliccl With, %vibe(fter siieciiiccl or motet!, ryrlcl
tlr:tt such work is :ttuiwriscif try [Ire owxtcr'. I °rn Ilrcr, it is trndel stCnxl 110o1 1/tvc wl);tll snlrrnit Irr'ior to :t
Certiricate of 0ec:ulrnricy'crr C::crrilic.tto of Ccrrrrlrfittnces being issued, ;err AS 11011. I' 1}1_CYl' MAN fry
a licotssecl sue-voyor; ell awn to scale, Showing ;tctual toc:atrart of project tin lrrerrtises.
Signature: it . ;:Jt i' 4 � _
(owner, owner's agent, architect?conlraclor)
Application for Periniit -- Septic Disposal System
7 uavJt of Queensbmy 742 Bay Roared Qyeeilsbrrry, Ny 12804 (518) 761-8256
1 , OWNER INFORMATION:
Location of installation; Schermerhorn ,Propierties 200p
Tax Map No. t J 8 Eagle Way, Building 4
Owner's Name: Hiland Springs Townhouse
.Address: 6 units
2. INSTALLER'S NAME PHONE NO.
3. RESIDENCE INFORMATION. (circle year of dwelling, indicate !! bed►•ooni(►) and nualtiply !1 of
bed►•oar►ts with applicable garllrrns per bedroo►n to equal fatal daily,/law)
Year_of 1-lousg: No of Dedrooms x Coll, utatiott — Total llaily glow
1980 or older x 150 gallbdint =
1980 — 1991 x 130 gal/bdrin
1991 — present x 110gal/bdrm
Garbage Grinder Installed yes / tto
Spa or Whirlpool Installed yes / no
4. PARCEL INFORMATION: (circle applicable information & indicate nteasurertteatts)
Touoa*rarhv $ail Nature, Grgtiiid ater I3ecirock ar fiitucrvious rwlaterial Uoinesiic War
Mat serfrrl art tvlrrrl rJ�Jrth cif +abaft rlr r►Jr �._akipj ly
lttrlller lrrn►at f J rrrrorielprIJ
K ec f f�er well
Sleep slrrpe clay if well; wafer supply
�Y slope other Jrum any sc�lrfic s}.stc�►r+
depllt: absorption is
Percolation Test: (l'+o be eoinpleied by liceifsed prr�i►.ssioiral earl;iireer or crr•cliiiectf other
Rate: minule per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems mtisl be designed by al licensed
professional engineer or ;rrchilect (unless installed it, it 1'L•urui ig 13oalyd aal-moved subdivisiun). Arid z50 Villuias to file size
of the septic l:uak and leach field for coach Garbaagc (minder, Siva or Whirlpool Tub.
Septic Tank: gallon (mire. size I, 000 gal.)
'file Field. each treraclr Jl, Total Systeru Leatgdt: _�fl.
Seepage Pit(s): number of size afeaclr: fl_ by fl.
Size of' Stono to be used: ii / depth tar thickness ��fecf
Bed System Size: x
Alternative System: length a►rdlur size
6. HOLDING TANK SYSTEM: (if required)
Numbor of tanks: / Size of each; gallons f TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read)
For your protection, please note that pursuarit to Section: 136-29 of the Code or tile Tow,,
of Queousbury, any permit or approval l;ranted which is based twon or is granted in
reliaa►co upon any titatcrial misrepresentation or failure to awake a material fact or
circumstance ktiown by or on behalf of an applicant, shall be void.
I have read tiro regulatious wit.lt ".ject to this application and agree to abide by these and all
requirements Of tile 'T'owas of Queensbtery Sanitary Sewage Disposal Orditrarace.
LCdf''
Signature of responsible person Date
BLDG. PERMIT NO. 2 0 0 0 - 7 6 2
APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY
A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property
located at; 8 Eaclle way I3ui ] j nCj n
for the following uses: Apartment:
001*
Junee29 , 20ul G .r� I
DATE SIGNA7fJRH OF APPLICANT
TEMPORARY CERTIFICATE OF OCCUPANCY
The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED
( )DISAPPROVED
with the following conditions: Certif3-UaLe of OcQu ncy to be
issuea upon completion of Final 4tsryeU
TEMPORARY CERTIFICATE OF OCCUPANCY F I0 .0 E ME
00
received on June 29 , 2U [31 ��';� /
Date of Issuance Director of Bldg. & Cofo ement
THIS TEMPORARY CERTIFICATE_ OF OCCUPANCY EXPIRES 90 DAYS
FROM THE DATE OF ISSUANCE.
NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code
Enforcement or his designee.
rScherrnerhom Properties 2000ENERGY CODE le Way, Building 4
TOWN OF QUEEd Springs Townhouse
9000 HE
unts
Comm lance Methods : PART 5 - Acceptah) I e Practice Methou -
1 & 2 Family Dwellings ( only )
PART 6 * - Thermal Rating - Component Trade Offs
1 & 2 Family Dwellings ; Multi-Family
Dwellings ( 3 stories or less )
PART 4 * - Design by Component Performance
Commercial Buildings -H.1 Rise Residential
*Requires submission of worksheets
APPLICANT ' S NAME : PROPERTY LOCATION :
5�+ �. r �. �. �hor� � � �+ � r �— 8 ��► a lam. .� �"'�
PART 5 METHOD OF COMPZ.=AN+CE BY ACCEPTABLE PRACTICE :
1 . G=oss Floor Area - (0 � square feet.
2 . T. vie of Heat - Electric Call V Gas Other
mom
3 . IS building mechanically cooled ? Yes +{ No
g , percentage of area of windows and doors St Over 17 % Under 17W
5 . R.-VPILUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS
S 'r=oToru`N ON PLANS SUBMITTED
am Roof R 3a
b . Exterior walls R l�
co Glazed areas R -- �—
do Exterior doors R
e . Floors over unheated spaces R �
Edge of slab or, grade ( heated building )
c . Basement / cellar walls ( above grade ) R {
in . casement / cellar waoft
lls ( below grade ) R �!
i . Heating/ cooling-ducts -piping in unheated space R *om
60 Service ( domestic ) hot water- heat i r_c device
Conforms to mi nimUlm efficiency per code y Yes No
TEMPERATURE CONTROL MAXIMUM SET'TIZTG 1400 - WILL NOT BE EXCEEDED
Ap-01 i c _ r.. s Ig - Ur Dz t e Phone Number
I;TSPEC =R F S REM.AR1KS
MULTIPLE DWELLING, HOTEL, MOTEL. APARTMENT
FINAL INSPECTION REPORT
Office No. (518) 761-8256
Building & Code Enforcement Dale mspection request received:
Dept. of Community Development
Town ofQueensbury Arrive cO am/pm Depart juntpm
742 Buy Road Inspector's Initials
Queensbury, NY 128W
NAME ._ 'K hf�r.�- >� PERMIT # 2 ]GAG "]
L,OCATTON tf 9f
4 DATE !
TYPE OF STRUCIIJRE
NIA YES NO CONOAENI S
Chunney HeigW7R" VentfD'irect Vent I..,ocatiOri
Fresh Air Intake
Plumb Verd through roof
Roof complete
Exterior finishT<onl�suirs
Interiorlexte"os 4 in. to 38
Exterior handries. landing in. or tnore
Interior handra sides 3 or are risers
Guardrails 42
Ballisters 4 in.
Doors 36 m.
Headroom 7 8rshandrail eitters b th 'des than 3 risers
Floor finish
Bathroom kitchen watertight
Interior handrails beloon ing 18 in, or more
Raising across window in stairw Is _
Smoke detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
Fire separation 't4, 1. 2 hour__
Fire walls 1, 2, 3, hour
Fire doors 1/4, 1 1/2 , 2 hour
Handicapped Aocessibility _.._
Handicapped parking__ .�.___.
Handicapped sigrtage
Finish grade
Gas valve shutoff expor,ed/regtilator 18 in. above grade_
Gas furnace shut-off within 34 @. or within line of site
OiI furnace shut-off at entrance to £umace area
Furnacehbot wader heater operating
Relief valve(s) installed
Garage Ctreproofin
Garage penetrations sealed _
Furnace in separate room protected (in garage)
Light ventilation per room
Safety glaing 18 in, or less from floor
Final Electrical f
Site PlanNarianeerequired
Final Survey Plot Plan
As-buih septic system layout required _._ [
Okav to issue terrip C/O
Okav to issue permanent C/O (Cent& of[. ccWancy)
Okay to issue C/C (Certif. of Compliance)
MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT
FINAL INSPECTION REPORT
Office No. (518) 761-8256
Building & Code Enforcement Date inspection request received:
Dept. of Community Development
Town OfQueensbury Arrive Z//Ywprn Depart wpm
742 Bay Road Inspector's Initials
Queensbury, NY 12804
NAME � A PERMIT # _ L
LOCATION � � e , DATE (a d
TYPE OF STRUCTURE
N/A YES NO COMMENTS
Chimney HmohtP+13" VaUA3uva Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof complete / / / r ,� /
Exterior finish complete + �f i� h dlPt 6 S rr1e A L
1rReriorlexterior railings 34 ' to 38
Exterior handrails, baloonies, ding I inl or more / / ,�
interior handrails stairs both 'des 3 or nigre risers � , rrd $� t/r/�j / c C / w Jc OOK
Guardrails 42 in. 1
Balusters 4 in. spaatrs Z
Doors 36 in. /rlyr,P
Headroont ? ft on stairs
Handrail exterior stairs bath si more 3 risers
Floor fims%h ` ✓
men watertight
Interior handrails ba Icon ie&%mdmg or more
Railing across window in stairwells
Smoke detectors:
every level ;J
every bedroom
outside every bedruorn
inter connected
Bathroom fans_
Plumbing fixtures
Foundation insulauon
Fire separation R1, 2 hour
Fire walls 1. 2, 3, hour w
Fire doors '/*. 1 'z , 2 hour
Handicapped Accessibility
Handicapped parking
Handicapped sig aage W
Finish grade
Gas valve shut-off exposed/regulator 18 in. above grade
Gas furnace shut--off within30 ft. or within line ofsite
Oil furnace shut-off at entrance to furnace area
Fumaceibut water heater operatin
Reliefvalve(s) installed
Garage fireproofin
Garage penetrations sealed
Furnace in !separate room protected (in garage)
Light ventilation per room y
Safety glazing 18 in. or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As-buih septic system layout requirm I [
Okav to issue ternp C/O
Okav to issue permanent CIO (Certif of Occupancy)
Okav to issue C/C (Cettif: of Compliance)
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.
Main Office 176 Doe Run Road - Manheim, PA 17545 '7 JC>0 + 7 g z'
MUNICIPAL C'ERT'F'ICATE . ELECTRICAL APPROVAL
Permit No. .......................................Cert. N Q
3 2 6 3 Cut-in Card No. ....................................
� ._�'- !?! l,c3i2 tq4 !!2 !Gy.
Owner._,.......». ..........................«..................,............,,......_.._........._......_...,
Location .. ` .. • . ......... f4�J1 k . .............................
............... ....,......._..........
instaSlation Cn osisnng of 1, -t
installed B,y.,.»..,...�. u� exf.�/ltt..
Lic, No. ... .....................
............... ... ........
The conditions following governed the issan uce of this certificate, and any certificate previously issued is
cancelled: -
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations, application shall he promptly made for inspection.
Inspectors of this Company shall have the privilege of making in ctions at any time, and if its
rules are violated. the Ccsmpanv shall have the right to ev a this fir td/..f
'..'��40..R.'.�Q.. ..... . 1N5PECTCIR ..... .........__..,......... ..........................
.._...,......._...................,
-late.. ......_ ..,.....•". Member N,F.P.A-, LA-F.J.
GENERAL INSPE `TIDN REPORT
( 51 $ ) 761 - 825fi
Town of Queensbury
Date lnepkx
Dept. of Community Development tian request received:
Building & Code Enforcement
742 Say Road
Queensbury, NY 12804 Arrive Depart
pector'x Iuiti ��yy
NAME: PERMIT t�`
LOCATION: DATE : C
TYPE OF STRUCTURE:
RECHECK
NIA YES NO COM1vIENTS
Footings/Piers I
Monolithic Pour Form.
Reinforcement in Place
The contractor is re "ble r
providing protection m freex g
for 48 hours following nt
of the concrete.
Materials for this purpose n site
FoundationlWallpour
Reinforcement in Place
Fou ndation/Dampproofin
Backfill Approval
Plumbing Under Slab
pI ng Ve
gh P11
ating Rough-In
Insulation
Foundation Walls Interi R- _ --
Foundation Walls Exteri. R-
Floors R
Walls R
Ceiling R-
D4uct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
F n1i
Jack St eaders
BracinglBridgii
Joist Hangers
Jack. Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3, hour
Penetration Sealed
Fi= ,Wall 2, 3, 4 hour
b F,iyc''`stoppin
GENERAI. IN CTI(7N I PQIRT
( 518 ) 761 - 8256
Town of Queensbury
Dept. of Community Development Date inspection request received,
Building & Code Enforcement
742 Bay Road �t 1 e art
Queensbury, NY 12804 Ar,6 T i� ar's Inl#4
y r
NAME; ��E L ` ti � \ z PERMIT
\
LOCATION:: c ' c[ �,-. DATE X
TYPE OF ST'RI3 TUItE:
RECHECK
NIA YES NO COMMENTS
Footingstpiers �—
Monolithic Pour Form
Reinforcement in aoe
The contractor responsi for
providing pro on from ng
for 48 hours fall 'ng the pl nt
Of the concrete_
Materials for this on si
Foundation/Wall
Reinforcement in Pi
Foundation/Dampproo
Backfiil -
Plumbing tinder Slab
Plumbing Vent/Vents in lace
Rough Plumbin
Heating Rough-In
Insulation
Foundation Walls Interi r R- Y _
Foundation Walls Exteri r R-
Floors
Walls
Ceiling -
Duct work or piping in
unheated spaces
Proper Vent, Attic Vent
Framing
Jack Studsr'Headsrs
Bracingoridgin
joist Hangers
Jack Postm/Mairt Beam
Air Infiltration Sarrier
Fire Separation 1 , 2, 3, hoar
Penetration Sealed
Fire W 2, 3, 4 hour
Fire
r t
GENERAL �Y�SPEG'?'ID2V REPORT
( 518 ) 761 - 8256
Town of Quecusbury
Dept. of Community Development Date inspection request received:
Building & Code Enforcement /
742 Bay Read
Queensbury, NY 12804 Arrive am/pin Depart� ininspector's initials
NAME: _ � + ' ►�,_�R c� s►z/'✓ PERMIT' #
LOCATION& DATE :'T �YPE OF STRIJCl URE: �
RECHECK
NIA YES NO COMMENTS
Footings/'F'iers_ ��r��
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from fuzing
for 48 hours following th cernent
of the concrete.
Materials for this purpose n site
Foundation//Wallpour
Reinforcement in Place
FoundationMampproofi
Backfill Approval
Plumbing Under
Plumbing Ven"rents in laec
Rough Plumbing�
txxg Rough-In
nsulation C�n a
Foundation Walls I rior R-
Foundation Walls E or R-
Floors R- _
Walls R-
Ceiling R-
Duct work or piping i
unheated spaces R-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridgin
]grist liattgcrs
Jack Posts/Main Beam
Air Infiltration Barrier.
Fire Separation. 1, 2, 3, hour.
Penetration Sealed
Fire Wall 29 3, 4 hour
Firestoppin
GENERAL INSPECTIQN REPORT
( 518 ) 761 - 8256
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building & Code Enforcement
742 Bay Road
Queensbury, NY 12804 .Arrive am/prn Depart r aan/prn
)inspector's Initials .J M r-r'
NAME: x�, E,r h e-ra,r i Pros{ 4 e S PERIAIT # �-
LOCATION: f c ww f�a f � � DATE :
TYPE OF STRUCTI3RE:
RECHECK
NIA YES NO COMMENTS
Footings/Piers �
Monolithic Pour Form
Remforcement in Place
The contractor is responsible for
providing protection from
for 48 hours following the et
of the concrete.
Materials for this purpose on si
Foundation/Wallpour
Reinforcement in Place
FoundationfDampproofing.
Backfilt
Plumbing Linder Slab
Plumbing VentfVents in Plac
Rough Plumbing_ _ dell
U
Heating Rough7'l` moo' /
, nsulation
Foundation Walls Interior R-
Foundation Walls Exterio R-
FloorsWalls _ l�L1
jA
ceiling R- _05b . �• v'� c ,q y�
Duct work or piping in tc t
unheated spaces R-
Proper Vent, ,Attic Vent i ` � � a45 C--7` z4oA �
Framin
Jack Staff
Bracing/Bridging,
Joist Hangers
Jack Posts/Ivlain Beam
Air InfiiWation E3arrier
Fire Separation 1, 2, 3, hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestoppin
LA
f LNERA.L gff E&CTI(7N REE ff f
( 518 ) 761 - 8256
Town of Queensbory
Dept. of Community Development Date inspection request received:
Building & Code Enforcement
742 Bay Road /
Queensbury, NY 1ZW4 Arrive anVpm Dep am/
,.^ Inspector's In!tialls w
NAhffiv �C 12lt Dr2n PERMIT # ' 7 "
LOCATION- EkC'�1-CvG� C�'JA �f DATE : A
TYPE OF STRUCTURE:
RECHECK
NIA YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place _
The contractor is responsible or
providing protection from
ing
for 48 hours following the went
of the concrete.
Materials for this purpose on s te
Foundation/Wallpour
Reinforcembut in Place
Fnunidaaticr
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing.
Heating Rough-In
Insulation
Found :or
nterior
FoundExterior _
FloorsR- __
Walls
CeilinIT
wg, inh�'1Tent, ttcent
Framin
j Studs/Ileaders
racing/Bridging -r9 Jt' s
joist i�anc
jsek Posts/Main Beam
&Olfr Infiltration Barrier
Fire Separation 1, 2, 3, hour.
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestoppin
GENERe4L Ln SP TIONN REPORT
( 518 ) 761 - 8256
Town of +Queensbury
Dept. of Community Development oate inspection request received: 64> {
Building & Code EnforsemeAt
742 Bay Road
Queensbury, NY" 12804 Arrive anvpM Depa>
Inspector's ]Initials
N �?! PERMIT # d - 1C7 cT
LOCATION: DATE :
TYPE OF STRUCTURE:
RECHECK
NIA YES NO COMMENTS
Footingw'Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is respo le f
providing protection m freez g
for 48 hours followin the pl nt
of the concrete. ! l�r^L� I + 'C}G1/ � - r c••+ �
Materials for this an site - -
Foundation/Wallpour
Reinforcement in PI
Foundatio
Backer AppsOval
Plumbing U
Plumbing Vent/Vents i Place
tng on =In
Insulation
Foundation Walls Ir berrior R- �.
Foundation Walls E lerior R-
Floors R-
Walls R-
+Ceiling R-
l3uct work or p1pil in
unheated spaces R-
Pro r Vent, Attic Vent
DracingB idgiag L•V�i,7 �L - GC IL ��C `�+._� 1 -S
Joist Hangexs �' " c
lack Posts'M in Beata
FreISep ration
Fire Separation , 2, 3, hour ,^
Penetration Sealed "
Fire Wall 2 31 4 hour
( 518 ) 761 - 8255 GENERAL M SPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received: �
Building & Code Enforcement
742 Bay Road /
Queensbury, NY 12804 Arrive am/pin Depart tz �. axnV,1p T .•
Initpector's Initiate '__ -
NAME; PERMIT #
LX:)CAT 7rfl DATE : r
TYPE OF STRU
RECHECK
NIA YES NO COMMENTS
Food ngslPiers
Monolithic Pour Form _
Reinforcement in Place
The contractor is responsi a or
providing protection frno ing
for 48 hours following
of the concrete.
Materials for this purpose Tent
Foundation/Waltpour
Reinforcement in Dace
F�o d tion/Dampproofin
l Approval
Plumbing Under Slab
Plumbing Vent/Ve in lace
Rough Plum '
Heating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls E or R-
Floors R-
Walls R-
f eiling R-
Duct work or piping in
unheated. spaces -
Proper Vent, Attic Vent
Framin
Jack StucbMeaders
Bracing/Bridgin
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fine Separation 1, 2, 3, hour
Penetration Sealed
Fire Walt 2, 3, 4 hour
Firestoppin
xI ,2
GENERAL lN,SPECUONRE'.PORT
( 518 ) 761 - 8256
Town of Queensbury
Dept. of Community Development Date inspection request received:
.Building & Code Enforcement
742 Bay Road .--
Qiueensbury, NY 12804 Arai p a '�..._ .
oes Initi
NAN
1 E: PERMIT #
1.ADC
.C)CATi[]N: �,. DATE
TYPE OF STRUCTURE.
RECHECK
lingslPiers NIA YE 0 CONUAENTS
�
onolithic Pour Form
Reinforcement in Place
The contractor is respo le for
providing protection fro freezin
for 48 hours following p nt
of the concrete.
Materials for .phis purpose n si
Foundation/Wallpour
Reinforcement in
Foundatia
Back611 Approval
Plumbing Under Slab
Plumbing vent/vents in P
Rough Plunmbi
Heating Rough-In
Insulation
Foundation Walls Interior -
Foundation Walls Exterior
Floors R.-
Walls R-
Ceiling R-
1]uct work or piping in
unheated spaces R-
Proper Vent, Attic 'Vent
Framin
Jack Suers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Inf Utration Barrier
Fire Separation. 1, 21 3, haur
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestoppin
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SITE LIGHTING WILL 8E PROVIDED BY 1 BULDING
LOT AREAS 165.712 Sf - 3.8 acres
MOtJ1NTD LIGttT AT EAC" ENTRY DOOR.
ZONED PLANNED UNIT DEVELOPMENT CML LTIFAMLY RESIDENTIAL)
1 BULDNG MOLWC'D UGftT AT EACH REAR
16 ft HIGH CUT-OFF STYLE POLE LIGHTS
DOOR
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MAIN
BULDINGs 1G.359 sf
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DECKS ♦PAVED AREAS 3L479 sf
19.OZ
PERMEABLE AREAS 117.874 sf
71.1Z
SETBACKS CA S-53
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FRONT O'w.AND SMMS ORS, 30 ft REQ.
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ft PROVIDED
BUILDING HEWTe 1 5TORY. LESS THAN 40
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45.5
ft PROVIDED
SIDE CEAST)s 30 ft REQ. I
G2.5
ft PROVIDED
PARKING REQUIRED 2 per TOWNHOUSE -
52 SPACES
REAR CSOUTH)° 10 ft REQ.
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ft PROVIDED
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\ \ \Z\ ��► ` f = 3/ Nv 302s '\
\ \ \` LOT 3 \
\ � ` AY BALE
\\ Am.;. I
\ � ` „t DAM tYP \ 302 L \ ° \ "
\ \\\\\ r \\ \ `�$ 30d \ 0 00 0 - `
T+ \ �" \ \ \\\\ 300 ` °° o - %7 �/ l \
\ ♦ems \ \\ \ ` \\ \\ \ \ a SPE AR -AYE AM. ° !� � , ` -- - _-r `
-1. \\ \ \ CEREST m". 9 � \
LANDS OF �,
FAMILY GOLF CENTERS, INC. \ �` �• \ \� \\ � \\ \ \\ \\ �`� �\ ��t � k��e % �'1,
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\ v • ' r \ \ \ \\\ \ \ \ �' Erosion and Sediment Control Notes
%Fyn \ \\ \ \ \ \ \ \ \ \� ''� HAY BALE 4 1 DURING EARTHWORK PMASES. SEDIMENT TRAPS UiAY BALE DAMS +
INSTALL SEDIMENT CONTROL FENCE \ \ `' \ \ \ \ \\ \ \DAM tyP '; A SEMCNTOE OF GRPP FENCING SLOPESASBe N�pIGp� ON � ► Swa.Es AND
PRIOR TO EARTHWORK OPERATIONS \' }\ \ \\ \\� ��
`� \ \ � \ 2. AFTER EVERY STORM THE SEDIMENT TRAPS
AND MAINTAIN THROUGHOUT THE , % \ \\ 4i4\\\ . • ,I � °1 SMALL BE NSPECTED FOR FALURES OR DISPLACEMENT. AND ANY FALURESSS UNTIL ` \ \ \ \ \\ I 11 SMALL 8E CORRECTED WITMN 24 MOUtS.
\\
ALL LAWN AREAS ARE WELL \ • \\ \ \ \ \ \ \ \ \ \ ,/\ \ \ V 513 ; \.,,
\ 3. ALL BARE EARTM AREAS SMALL Be SEEDED AND MLLCMED
ESTABLISHED -SEE DETAIL \ \ y\ \, \*� \ \ \\� \\ \\ \ � 1 WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION.
. \\ \ \ 't ` \ \ 4. THE CONTRACTOR SMALL COMPLY WITM THE NEW YORK GUIDELINES
\ �\ \ A \\\\ \ \ \ \ \ \ � � ; FOR URBAN EROSION AM SEINIMT CONTROL AS PUBLISHED BY
♦ \ \ \ \ FOR URBAN EROSIOTME EMPIRE STATE CMAPTER of
\ \ \ \ \\ \ \i , \ \ \ \ \ \\ \\ '� \ \ THE SOIL AND WATER. CONSERVATION SOCIETY.
\ \ \ \ \ '""�-\ \ \ \ \ \ \ \ \\ \\ \ 5. NO SLOPE SMALL EXCEED 3 test HORIZONTAL TO 1 toot VERTIQAL
\ � V\ \\ \ \\ - , \\\ x \ \\\I -- \ I �' �' \ \ %. \ - - . - - . .
u
Site Notes
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Per QT.W
wwn.cru6moL car mr. GOI KAGTOK. rr IS THE SOLE RESPONSBUYT
Of THE CONTRACTOR TO COORDNATE THE FIELD LOCATION OF
ALL UlTLI WITH THE UTILITY OWNERS.
2. R 15 THE RESPONSOLITY OF THE CONTRACTOR TO PROTECT
ALL D*TNG AND CONSTRUCTION.ES FROM DAMAGE DURING EXCAVATION. GRADING 8q" 11-20►
3. THE CONTRACTOR SMALL DISPOSE OF ALL DEBRIS AND EXCESS
MATERIAL OFF OF THE PROJECT SITE N A LEGAL MANNER.
4. THE CONTRACTOR SHALL STAKE TM LOCATION AND GRADES SP-2
Of ALL NEW WORK IN THE MEW PRIOR TO STARING WORK.
ANY DISCREPANCIES OR QUESTIONS SMOU.D BE IMMEDIATELY
BROUGII TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
BEFORE PROCEEDING WITH THE WORK.
GHEU2OF4
3G" FENCE POST. 10' or. MAX
DRIVEN 16" MN INTO GROUND
SILT STOP FABRIC
EMBED 6" MN N ORO"
UNDISTURBED GROUND
.. a-. a Jo -Limp / i►L igFm ^1 r!L-_L 1.- = -
ASPHALT PAVEMENT
1 1/2" TOP COURSE ASPHALT
2" BINDER COURSE ASPHALT
GRANULAR SUBBASE COURSE
LAYS DOT SECT. 304. TYPE 4
GOMPACTED TO 95x STD. PROCTOR
"GRADE COMPACTED TO
Sox STANDAM PROCTOR
PARKING LOTS
NOT TO SCALE
moo& WA 2w w "m PItESBw SWIM
Cur Off LUMINARE
Coat - auac
w-o" - v ROAD A~ POLE
COLOR MACK
"Alchm BOLT BASE COVER
1" A
OIt
GHAMFER� BBOLTSIWW/LEVELNG NUTS AS
SUPPLED BY UJG"TNG MANUFACTURER
CONCRETE FOUNDATION CFORMED ABOVE GRADE)
'� ' _ I �• I . ' SMOOTH FINISH. G1AMFZR ALL CORNERS
I ! fNSH GRADE
. ' I'—'f�f: %%tip% //\ �,`�::r-,' �<�%/ ///,%�,, ; . �,1; •: •/'�%r;
NY
/ .• ELEC Comm CGAU.V STEEL)
,
90P BEI'rD. u" RADIUS
4 8 *7 RODS VERT" SPACE EQUALLY
\ i •r �. . Y ��f'' N N
*4 HOOPS 32 OG. 12 OVERLAP
; • 2,-0" DIA. ROUND BASE CEAR711 FORMD)
4000 P.SU. CONCRETE
2'-O"
NOT TO SCALE
NaUS
1. SEE PLANS FOR POLE LOCATION.
2. CONCRETE TO BE SMOOTH RUBBED fINSHED.
3. COORDINATE INSTALLATION WITM OTHERS TO
A$$= A COMPLETE PACKAGE WITH CORRECT
OF ANGHOR BOLTS AND ELECTRICAL CONDUIT -
LENGTH VANES SEE PLAN
Fc,
❑
[E3 ❑ ❑ ❑
PAN
SWALE C2) rx2"XV STAKES
OVERLAP ENDS EACH BN.E
,� n 5A11D HAY OR STRAW
FINISHED GRADE
NOT TO SCALE
1/2" LAWS v 5.. / -"" SMOOTH RUBBED FINISH of CURB
INSTALL RIP RAP ON SIDES
AND TOP OF GU LVERT END
FLARED END SECTION
w/ BOLTED COUPLING BAND
CULVERT END SECTION AND 011TALL
.� m,is;
-- M
ro- GRANULAR SUBBASE COURSE
���� ��,•, O
SUBGRADE
a. TO
q0Z STANDARD PROCTOR
IN PLAZE COCAOB cm
NOT TO SCALE
,®rl'
O
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FINISHED GRADE
=
�1I1
CULVERT PIPE
r
BURY 00 4• INTO SOIL
4' On $2 STONE
NOT TO SCALE
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STORM PIPE TRENCH DETAIL
SMOOTH RIBBED FINISH on CURB
/;::3/8" x 3/4" DEEP TOOLED JOINT
1/2" RADIUS 1" 5" BROOM FNI5H PERPENDICULAR TO WALK
CONCRETE WALK
SEE CONCRETE DETAIN. C
' 6" x G" NO. 6/6 WOVEN WIRE MESH
= ASPHALT ► 12" GRANULAR SUBBASE COURSE
:� ► ► NYS DOT SECT. 304. TYPE 4
;: rC'�8 COMPACTED TO 95% STD. PROCTOR
4.
\\
\. \
5UBGRADE COMPACTED TO
90x STANDARD PROCTOR
INTE6RAL. 60114CREM CURB
NOT TO SCALE
INSTALL HAY BALE DIRE
AROUND INLET UNTIL AREA IS PAVED
HEAVY DUTY FRAM AND GRATE
FRAM TO Be MORTARED
TO TOP OF STRUGTURe
WRAP GRATE WITH FILTER FABRIC
UNTIL AREA IS PAVED
" 2'-5 1/2"
OhEEIIM
NOT TO SCALE I
IM11
GATGH �ASIK DETAIL
I ADAPTER FITTING IF REQUIRED
-
WYE,
450 OR Ge 450 OR 3e BEND AS REQUREO
GRADE AT UNPAVED
AREAS RESTORE TURF
6" SERVICE CONNECTION
PLJW
�—
MAG W SACKFILL W/ fNISMED
NATIVE MATERIAL.
COMPACT
FNI5HED GRArW
EXCAVATE TRDM WDTM
N 1'-O" UFTS
45 3'-�°•.
30
45 OR 300 BEND
MINIMUM WIDTM EGxJAL
TO PIPE PLUS 2.0 FT.
C4" MAX. SIZE)
TO 95x Mow=
REa>m COVER
PROCTOR
Lt min GRADE Cl/8"M
—
GOIIPORATION
e
45°
h
SERVICE CONNECTION
SELECT GRANULAR MATERIAL C100Z
PIPE BEDDING
PASSING 2") TO IV ABOVE PPE.
MAN SEWER AS ReQUItED
O
HAND BACKFLL 6" LIFT.
56GT
BEDDING G" DEPTH.
SAND. GRAVEL OR
CRUSHED STONE CTO 1-1/2")
W#4ECTION
DK--2�� NOT TO SCALE
NOTE, ALL SEWER SERVICE AND CONNECTION WORK
SHALL Be N WMPUANGE Weal TMe TOWN OF QUEENS"Y.
PIPE EXCAVATION 4
BA BILL DETAIL
�,.
momommommummommo
NOT TO SCALE
PPE TO BE
MORTARED N PLACE
SUMP 12" DEEP w&
6"
NOT TO SCALE
TOOLED SCORE JOINT.
SEE PLAN. 5' oC NOMINAL
c—EXPANSION JOINT
SEE PLAN. 25' or. max
BROOM rI
FIINIXAW
Ej,III
TO WALK DLREGT
E11;1I1€�� i€€€;IIIII�IEiIIII€a€
3 Z TOOLED EDGE. 1/4• RADIUS'
m in
GROSS SLOPE- 1/8" TO 1/4"
por FOOT CMAX s/o" per ft.)
BROOM FLASH SURFACE TYPICAL
I eN NpGIAR TO WALK
TOOLED SCORE JOINT EXPAN510N JOINT
1/4" R. 1/2" DEEP 3/8" GOMPRE55DLE FILLER
WITH ZP STRIP + SEALANT
6440/6 WWF TOOL BOTH EDGES
TOP OF SEALANT 1/2" BELOW FN. CONG.
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_ • > r • • 4.000 p*I CONCRETE E $ t!1 m
• . N N N
: o' o • G�tANUAAR SUBBASE W w -4
c LAYS DOT SECT. 304. TYPE 4 F4
��000 COMPACT TO 95Z STD FROG 0-+x ►z
E-11irEIEffFI-ili-l`I U,-I !II=EI€—ali il.=-TliIr
I I-i I I -I I in i m 11=' I I-1 i LLi I = E l I -III- z z Z z
mil -Ill-...€;-; lE €II .-;II w
SUBGRADE COMPACTED TO W ,cr �" A� ►"�
90Z STANDARD PROCTOR rj
CONCRETE WALK a AUrr Or
0
NOT TO SCALE
A z
U� U
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REAS
fLU&I MITH PAVEMMT T!� 'd 'd 'z 'd
GRADE o o 0'4PQ
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a Z a 0 a
W EA
w A w
as do
Z as U IO
~" coo m d m
Gt= BOX CEXTENSION TYPE :r4 '' >
5TOP WITH ARG1 PATTERN BASE
AtD STA71ONARY ROD)
COPPER fllDm CURB STOP
C1YP[ 10 Its .Utabl�► Z000
0 Pt GONPECT TO EXISTING SERVICE P
WIIM FLARED UNION OR COUMM
8" DAP. WATER MAN
SOLID CONIC. BLOCK
OR GL ALL WATER FM + CONNMTKM TO BE IN ACCORDANCE AS 11211M me
VO M GA9006M WATER DQARTHM STARWXI)S. Scab as NoNd
M MWIGS PIPE GD W110N DETAIL p
NOT TO SGALE SP-4
*W4GF4