2010-565 TOWN OF QUEENSBURY
•" 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
" m Community Development- Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20100565-37354 Date Issued: Tuesday, December 28, 2010
This is to certify that work requested to be done as shown by Permit Number P20100565-37354
has been completed.
Tax Map Number: 309.17-1-17.1
Location: 415 BIG BAY RD
Owner: R&P Quaker Realty LLC
Applicant: R& P Quaker Realty LLC
This structure may be occupied as a:
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 Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
IFIT* 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100565 Application Number. A20100565
Tax Map No: 523400-309-017-0001-017-001-0000
Permission is hereby granted to: R&P QUAKER I REALTY LLC
For property located at: 415 BIG BAY 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: R&P QUAKER I REALTY LLC
728 QUAKER Rd Septic Alteration Commercial
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2010-565
septic alteration commercial
$35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,December 03,2011
(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 Queens , '4d�� ,December 03,2010
`' <� 4 for the Town of Queensbury.
SIGNED BY o� � Qu m'Y
Director of Building&Code Enforcement
12/0312010 12:53 Chris Rogers (FAX)518 793 1245 P.0011001
Community Development Office
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Orii
TAX MAP / 7 / PERMIT NO. / Li �t. ' PERMIT FEE
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: P 1 Q `` ter I T eO\ ( INSTALLER:
ADDRESS: 4I5 Q) 6)-V .nCL(A ADDRESS:
p l
PHONE NOS. 7 3 6, C_ PHONE NOS.
I
LOCATION OF INSTALLATION: t-I S Qryr8
NO. COMPUTATION RESIDENCE INFORMATION:
YEAR BUILT BEDROOMS X = TOTAL DAILY FLOW
(Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED? /f/9
1981-1991 X 130 = SPA OR HOT TUB /
1992-present X 110 = INSTALLED? X.4.1
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROWNG STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND - LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
✓ j3EDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ftI
I PERCOLATION TEST: RATE IS PER MINUTE PER INCH[mpg (Test to be completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All Individual sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: .5CCO GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? /046/i-k444
❑ALTERNATIVE SYSTEM Bed or other type? O/v
HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the regulations with respect to this application and agree to
abide by th=s- a i d,- requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitj,,�i�;y'� al Ordinance. codeseoueensburv.net
`/� VISIT OUR WEBSITE FOR MORE INFORMATION
Sign-toreerson Responsible
W0/0
www_gueensburv.net
, ____„
_2 _ 47 ,
e&,,L),.,
Septic Inspection Report
te
Office No. (518)761-8256 Date Ins req =-
-' ed:
Queensbury Building&Code Enforcement Arrive: ,7r a� •, ��, ,=rt: _ • , pm
742 Bay Rd., Queens• it.• , N 804 Inspector's Initia
NAME: _ • 1 NO.: /2-2, 0
LOCATION: ihI '2'!t:c^~". 8` � NSPECT ON: .11)— r
RECHECK:
/
l �',
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/- Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number ,_
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box .
Distribution Box to Field/ Pit 0
01- - • Sealed: _Y N
End Cap __ N c--- _,\J\„
' .\ (..k,
ni • Pipes&Baffles N
\ ,
Man •res "or less below grade Y N "
.3 \1/4r()(-'-' N
[p = •- extension collar if Yes] Y N
Location/ Separations _, i �-
Foundation to tank '/ ft. . '
Foundation to absorption ft.
Separation of Pits ft.
C.)\&-. ''
Conforms as per Plot Plan _Y N
Engineer Report and As-Built Y_N
ETU Maintenance Contract _Y N
provided
Location of System on P • ,-rty:
Front R- Left Side Right Side Middle Front Middle Rear
em .s .
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
L:\Pam Whiting\2010\Buiiding Codes Fonns\Inspecton FormASeptic Inspection Report_03 2910.doc
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Septic Inspection Report
/
Office No. (518) 761-8256 Date Ins�ionr�qu, ' I � '. C/
Queensbury Building &Code Enforcement Arrive: -1 7 a-- /p ► r rt: " ;m/pm
742 Bay Rd., Queensbury, NY 12804 Ins is Initial.:
NAME: 1, ,l�".cG"� T''' ' •E' IT NO.: 4U l6-- 3 P 5
^
LOCATION: /s i 1 KS"— I PECT ON: i. . /01 0/f
RECHECK:
Comments and/or diagram
Soil Type. oam/Clay
Type of Water: 1 cipal/ Well Water
Waterline separation distance _ ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/ - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank 1,A`t �%a\ t,p
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: _Y_N
End Cap Y_N �vk
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade Y!N ‘)\13,,,,e---ti
[provide extension collar if Yes] Y N � c\ ���
TD
a
Location/ Separations ! h u� V ` �
Foundation to tank ft. €(Lc.. /J
Foundation to absorption ft.
Separation of Pits ft. `c ,`''
Conforms as per Plot Plan _Y N �
Engineer Report and As-Built Y—N �
ETU Maintenance Contract Y_ N c
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
stem Use Sta , :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
r1
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PROPO
ISTING IRON PIPE FOUND
0 IPF=EX CAPPED IRON ROD FOUND
0 CIRF = EX '
_6 0 S.F. = EXISTING SPIKE FOUND
a p IRS =EXISTING IRON ROD SETITO BE SET LANDS NIF OF
c1W = EXISTING UTILITY POLE DAVID W COOK s
® = EXISTING WELL 694/969
> � = EXISTING FIRE HYDRANT
v Ec�a = EXISTING ELECTRIC METER `
Cns a = EXISTING GAS METER
n c.a = EXISTING AIR CONDITIONING UNIT
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526
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Town of QueensburY Planning Hoard REAL LLC / ROBERT NEMER
APPROVING SITE PLAN 71-2010 R & P QUAKER I
RESOLUTION November 18, 2010
ax Map ID 309. 17-1-17.11 iicant proposes to
415519 Bay Road [T pVanning Board for the following: APP
as been made to the Queensbury as well as administrate nova and
A site plan application h it and sales for new and used veh�es Flanng Board review and app
utilize building
for automobile/truck repair
of use in a CLI zone req
and operation of a tow truck company.
.and
A public hearing was advertised and held on 11/18!2010; comment and application material in the file of record;
supported with all documentation, public
QUAKER 1 REALTY NEMER, Introduced by
This applicet?on is suppo,
is adoption, seconded by Stephen Traver:
MOTION TO APPROVE SITE PLAN t N0.71-2010 R & P QU
Gretchen Steffan who moved forParagraph 1 complies.
by Staff. the Planning Board
According to the resolution prepared Zoning Code [Chapter 179-9-080C]Ode, and
tons of the Town of Queensbury
1 pursuant to relevant
sections sal complies with the requirements as stated in the Zoning
)
has determined that this pr Po
SEQR Type II, no further SEQRA review is necessary; and Community Development
2) submitted to rsonnel. The
!lance with the Site Plan, must be and Codes Pe tuning of
3) Final approved Plans, in comp the Zoning Administrator or Building Permit and/or the beginning
Department before any further review by rior to issuance of Building Permit is dependent on comp
with Staff after approval and p building Pe
applicant must meet Subsequent issuance of further per
including
any site work• Subseq rovided prior to
with this and all other conditions of this resolution; and din to the approved Plans to be P
that the site plan is developed according
4) As -built plans to certify in and lighting
issuance of the certificate of occupancy; and drawings, �rmwater, grading, landscaping
Waivers are requested and granted for topography Permit will not be issued
5) permit is required. A building
Wed or changed a driveway Pe Office; and
6) If curb cuts are peed driveway perm
has been Provided to the P18nning
until the app
7) This is approved with three conditions• include total spaces, 17 of them.
Q 1. That the applicant will update the site data on parking to
cant will contain all snow storage on site.
2. That the applicant
�
3. All signage will be Code compliant.
of November, 2010, by the following vote:
adopted this 18th day Mr. Hunsinger
Duly Mr. Ford, Mr, Schonewolf, Mr. Sipp,
AYES: Mr. Traver, Mr. Krebs, Mrs' Steffan`
NOES: NONE SIGN PANEL (12 x 18) HEAVY DUTY ALUM.;
HANDICAP PARKING SIGN (P4 -6C)
Cc: Town, Ryan 8, partners, P•C. ��
_-;
o
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526
PARXWC
fA00?
PARMNG
sem►
Town of QueensburY Planning Hoard REAL LLC / ROBERT NEMER
APPROVING SITE PLAN 71-2010 R & P QUAKER I
RESOLUTION November 18, 2010
ax Map ID 309. 17-1-17.11 iicant proposes to
415519 Bay Road [T pVanning Board for the following: APP
as been made to the Queensbury as well as administrate nova and
A site plan application h it and sales for new and used veh�es Flanng Board review and app
utilize building
for automobile/truck repair
of use in a CLI zone req
and operation of a tow truck company.
.and
A public hearing was advertised and held on 11/18!2010; comment and application material in the file of record;
supported with all documentation, public
QUAKER 1 REALTY NEMER, Introduced by
This applicet?on is suppo,
is adoption, seconded by Stephen Traver:
MOTION TO APPROVE SITE PLAN t N0.71-2010 R & P QU
Gretchen Steffan who moved forParagraph 1 complies.
by Staff. the Planning Board
According to the resolution prepared Zoning Code [Chapter 179-9-080C]Ode, and
tons of the Town of Queensbury
1 pursuant to relevant
sections sal complies with the requirements as stated in the Zoning
)
has determined that this pr Po
SEQR Type II, no further SEQRA review is necessary; and Community Development
2) submitted to rsonnel. The
!lance with the Site Plan, must be and Codes Pe tuning of
3) Final approved Plans, in comp the Zoning Administrator or Building Permit and/or the beginning
Department before any further review by rior to issuance of Building Permit is dependent on comp
with Staff after approval and p building Pe
applicant must meet Subsequent issuance of further per
including
any site work• Subseq rovided prior to
with this and all other conditions of this resolution; and din to the approved Plans to be P
that the site plan is developed according
4) As -built plans to certify in and lighting
issuance of the certificate of occupancy; and drawings, �rmwater, grading, landscaping
Waivers are requested and granted for topography Permit will not be issued
5) permit is required. A building
Wed or changed a driveway Pe Office; and
6) If curb cuts are peed driveway perm
has been Provided to the P18nning
until the app
7) This is approved with three conditions• include total spaces, 17 of them.
Q 1. That the applicant will update the site data on parking to
cant will contain all snow storage on site.
2. That the applicant
�
3. All signage will be Code compliant.
of November, 2010, by the following vote:
adopted this 18th day Mr. Hunsinger
Duly Mr. Ford, Mr, Schonewolf, Mr. Sipp,
AYES: Mr. Traver, Mr. Krebs, Mrs' Steffan`
NOES: NONE SIGN PANEL (12 x 18) HEAVY DUTY ALUM.;
HANDICAP PARKING SIGN (P4 -6C)
Cc: Town, Ryan 8, partners, P•C. ��
o�
A =PROPOSED 175 W METAL HALIDE W Q.y5)
W TUNGSTEN FLOOD LIGHT W1 MOTION SENSOR ( Chardon, Oh.
= PROPOSED (2) 150 ACO Polymer Products, Inc.,
93
13* RE TO BE REMOVED (QTY -2)
WALL PACK FIXTURE with golvanized steel K—rails as manufactured Y
C =EXISTING 175W a rail.
c be of alvanized steel edge male female joint. Each channel shall
channel system /
er concrete K100S integrally cast -in g with a
w
� tem shall P
The surface drainage system al ester resin polymer concrete with an
d from p o{ O.6%• All channels shall be Interlocking provided by ACO
Channels shall be manufacture overall width and abuilt-in slope an and all warranties
N a 6.1 in.
A
ominal in`1de width with the bottom for vertical connection with underground Pi and/ Improper installation will void Y
Si TE PL shall be 4 inches n tem design means o{
a The systemi ov i drill -outs on deviation or partial system
4 in. round and 6 n. lication. Grates shall be secured by
CONTRACTOR have preformed er Products, Inc. Any
GENERAL ACO polymer ecified and intended °PP class.
BUILDER tem shall be b tem load class sp specified H-20 load The
ALL FIELD VERIFY ALL fete drainage System the sys to meet the sp th of 1500
SH The comp Inc ro riate to meet endently certified 4500 psi; tensile strength alkalis.
= AND STRUCTURAL er Products, Grate type shall be app P dilute acids and
0
polymer rate shalt be indep th between 3800-
_-, DIMENSIONS PRIOR TO BEGINING to Load doss H-20 Channel and g si; flexural strength cycles and chemically resistant to
U 17� PR bolt and bar. 14,500 p fepetitive frost
CONDI_ OR ORDERING MATERIALS Channel shall withstand IOQQ`u'cklok" device or, lacking th range between 14,000 - soli exposure,
either a boltless locking " compressive streng prolonged
CONSTRUCTION, ht and shall be resistant to
� material pro�ierties of: COm weig
Pot xceed 0.1% by endations-
Polymer Concrete shattlOh° ro{e shall not
material water
absorption manufacturer's instructions and recommendations -
'instructions
� DESIGN
LOAD
H-20 TRAFFIC
The system shall be installed in accordance with the
1 1 /2" T-7 ASPHALT TOP COURSE
} D CAP I -_- - ` 2 1 /2" T-3 ASPHALT BASE COURSE
0
NEW FLOOR DRAW W/EN
'-O" "f PIPE CAP iI ��rJ /� t > NYSDOT fiYPE 4 GRAVEL
8 12 W _ I o c COMPACTED TO 95% STD. PROCTOR
t�.l:st
NEW
vW 4„ DVC EXIS6 INd G. . FLOOR
�1 �;� --�a-.....�--A- -d'�rt... �,,� �,�-..• ..--._-•'
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t COMP
PIPE 0 2% Ps ROCTOR
% STD. OR 90
EXISTING FLO" :I iI
Li.
INV. fENTDETA
IL
EXISTING" N �� N.T.S.
PLAN VIEW INV. 19.5 E TREPL�CE
PAVE
—
h " plq. FRAME ASPHALT; PAVEMENT A t ��
° AND COVER (TYP) FLOAT ALARM CONDUIT
RESTORAt.ION
A g e e a va
TO PANEL FINISH GRADE / - EXISTING OUTLET PIPE TO BE
r a A CAPPED AND SEALED
NEW 4' PVC �. a, e , :.' e .
CONCRETE
24" DIA. SCH-40 �.
g GRADE RiNGS ~ �'
q w ea ° °. �`.a EXISTING 30" CMP W/24"
(TYP) 24' z c FRAME AND GRATE
s k
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AA F NEW �-
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INVERT TO BE A SUMP LINER �� Z.• tiA-S
DETERMINED iN FIELD.,
NEW CONCRETE BEDDING Sc BACKFILLEULL to LU
LU
in A Ae �fA 4" i a TO ENSURE <'
-40 6'-3" VIBRATORY PLACEMENT 'u
4" PVC SCH LIQUID '" FLEX" LIQUID SUPPORT, 4000 PSI MIX op/626g ��
0 PIPE 0 2% PITCH 8,_5" MAX. "ECO-
} WATERPROOF 6" 6AIi� '
UPPORT LEVEL RUBBER TO
UTAN A RD POST
GALVANIZED
IZED STEEL
LOCATE SIGN 2'-6" OFF EDGE OF PAVEMENT
SLEEVETO
ANNEL
MATCH POST
FiNISH GRADE
0 1
-N ° g" DIA. SONOTUBE FOOTING
I I 3,000 PSI CONC.
t 1
COMPACTED SUBGRADE
SIGN DETAIL
CONCRETE FLOOR
REPARS AS REQ.
40001 PSI MIX —
'ACO" K1005
DRAIN PRODUCT
SECTION AA—A
BRACKET CKET COATING APPLIED d
INTERIOR &EXTERIOR .. A, A �`.. a . ... a a a• a 1
A NTNG BOARD RESOLUTiO
SURFACES ° A 4_ ° /10 TOWN COMMENTS; PIAN
'
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11/19
�
NOTE.
HIGH LEVEL ALARM
0 FLOAT SENSOR MIN
. 6
12DATE:
6.WIN LC. N0 076269
N.T.S. piFICATsONS LETt
UMP M
HED STONE S? 2 CRUSRAIN
` GGREGATE EXISTiNG D
EVAACTED SUBGRADE
N.T.S.
n r% wr. TANK
GALVANIZED SLSTEEL
SLOTTED GRATING
N.T.S.
r
EXISTING FLOOR
�OWN
4.
ITE BEDDING & BACKF It I
CONCRE
MENT [0 E NSU
VIBRATORY PLACE
IZF
FULL SUPPORT, 4000 PSI MIX
INVERT SOQ 006)
DRAIN, (
'A EXISTING CONCRETE
v RECEIVED
NOV 19 2010
8" MIN
TOWN OF QUEENSBURY
PLANNING OFFICE
N -T -S -
WARREN COUNTY TAX MAP #309.17-1--1
R $c P QUAKER I REALTY, LLC
415 BiG BAY ROAD
STATE OF NEW
COUNTY OF WARREN
TOWN OF QUEENSBURY
SITE PLAN & DETAILS
DWG. NO.: nemer.d
SCALE: AS NOTED
DATE: 10/14/10 P.E.
KEVIN LA HASTINGS'S SHEET1 -- of
CONSULTING SNSINNR NEw YORK 12803
LL�L3 JACKSONAVENUE. SOUTH GLEN
II
�
D
PROP�
4- WVE i�
---__ _
PAINED
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M.B.
cm
f
MERHW u71
D RE1AUN
r
r I
i
i
r
r
s
r
t
r
s
r r
o�
A =PROPOSED 175 W METAL HALIDE W Q.y5)
W TUNGSTEN FLOOD LIGHT W1 MOTION SENSOR ( Chardon, Oh.
= PROPOSED (2) 150 ACO Polymer Products, Inc.,
93
13* RE TO BE REMOVED (QTY -2)
WALL PACK FIXTURE with golvanized steel K—rails as manufactured Y
C =EXISTING 175W a rail.
c be of alvanized steel edge male female joint. Each channel shall
channel system /
er concrete K100S integrally cast -in g with a
w
� tem shall P
The surface drainage system al ester resin polymer concrete with an
d from p o{ O.6%• All channels shall be Interlocking provided by ACO
Channels shall be manufacture overall width and abuilt-in slope an and all warranties
N a 6.1 in.
A
ominal in`1de width with the bottom for vertical connection with underground Pi and/ Improper installation will void Y
Si TE PL shall be 4 inches n tem design means o{
a The systemi ov i drill -outs on deviation or partial system
4 in. round and 6 n. lication. Grates shall be secured by
CONTRACTOR have preformed er Products, Inc. Any
GENERAL ACO polymer ecified and intended °PP class.
BUILDER tem shall be b tem load class sp specified H-20 load The
ALL FIELD VERIFY ALL fete drainage System the sys to meet the sp th of 1500
SH The comp Inc ro riate to meet endently certified 4500 psi; tensile strength alkalis.
= AND STRUCTURAL er Products, Grate type shall be app P dilute acids and
0
polymer rate shalt be indep th between 3800-
_-, DIMENSIONS PRIOR TO BEGINING to Load doss H-20 Channel and g si; flexural strength cycles and chemically resistant to
U 17� PR bolt and bar. 14,500 p fepetitive frost
CONDI_ OR ORDERING MATERIALS Channel shall withstand IOQQ`u'cklok" device or, lacking th range between 14,000 - soli exposure,
either a boltless locking " compressive streng prolonged
CONSTRUCTION, ht and shall be resistant to
� material pro�ierties of: COm weig
Pot xceed 0.1% by endations-
Polymer Concrete shattlOh° ro{e shall not
material water
absorption manufacturer's instructions and recommendations -
'instructions
� DESIGN
LOAD
H-20 TRAFFIC
The system shall be installed in accordance with the
1 1 /2" T-7 ASPHALT TOP COURSE
} D CAP I -_- - ` 2 1 /2" T-3 ASPHALT BASE COURSE
0
NEW FLOOR DRAW W/EN
'-O" "f PIPE CAP iI ��rJ /� t > NYSDOT fiYPE 4 GRAVEL
8 12 W _ I o c COMPACTED TO 95% STD. PROCTOR
t�.l:st
NEW
vW 4„ DVC EXIS6 INd G. . FLOOR
�1 �;� --�a-.....�--A- -d'�rt... �,,� �,�-..• ..--._-•'
I
ya, �t�
0 -40 C-40OUTLET �
..O+ �•r•
�
.�
L TO SUBG
RADE
4. ITCH SO � ACT BA
KF
t COMP
PIPE 0 2% Ps ROCTOR
% STD. OR 90
EXISTING FLO" :I iI
Li.
INV. fENTDETA
IL
EXISTING" N �� N.T.S.
PLAN VIEW INV. 19.5 E TREPL�CE
PAVE
—
h " plq. FRAME ASPHALT; PAVEMENT A t ��
° AND COVER (TYP) FLOAT ALARM CONDUIT
RESTORAt.ION
A g e e a va
TO PANEL FINISH GRADE / - EXISTING OUTLET PIPE TO BE
r a A CAPPED AND SEALED
NEW 4' PVC �. a, e , :.' e .
CONCRETE
24" DIA. SCH-40 �.
g GRADE RiNGS ~ �'
q w ea ° °. �`.a EXISTING 30" CMP W/24"
(TYP) 24' z c FRAME AND GRATE
s k
:..,<
WATERTIGHT JOINT TD X , A A °
AA F NEW �-
`-' 24 �' GASKET SEALER w 4 NEW 18"� PVC_GP O
INVERT TO BE A SUMP LINER �� Z.• tiA-S
DETERMINED iN FIELD.,
NEW CONCRETE BEDDING Sc BACKFILLEULL to LU
LU
in A Ae �fA 4" i a TO ENSURE <'
-40 6'-3" VIBRATORY PLACEMENT 'u
4" PVC SCH LIQUID '" FLEX" LIQUID SUPPORT, 4000 PSI MIX op/626g ��
0 PIPE 0 2% PITCH 8,_5" MAX. "ECO-
} WATERPROOF 6" 6AIi� '
UPPORT LEVEL RUBBER TO
UTAN A RD POST
GALVANIZED
IZED STEEL
LOCATE SIGN 2'-6" OFF EDGE OF PAVEMENT
SLEEVETO
ANNEL
MATCH POST
FiNISH GRADE
0 1
-N ° g" DIA. SONOTUBE FOOTING
I I 3,000 PSI CONC.
t 1
COMPACTED SUBGRADE
SIGN DETAIL
CONCRETE FLOOR
REPARS AS REQ.
40001 PSI MIX —
'ACO" K1005
DRAIN PRODUCT
SECTION AA—A
BRACKET CKET COATING APPLIED d
INTERIOR &EXTERIOR .. A, A �`.. a . ... a a a• a 1
A NTNG BOARD RESOLUTiO
SURFACES ° A 4_ ° /10 TOWN COMMENTS; PIAN
'
:t.>4 , > :1. As�"E,'cL' ' "' �� •y•: .,�y„,� >`
ih
a L
F
e e ' i
A
11/19
�
NOTE.
HIGH LEVEL ALARM
0 FLOAT SENSOR MIN
. 6
12DATE:
6.WIN LC. N0 076269
N.T.S. piFICATsONS LETt
UMP M
HED STONE S? 2 CRUSRAIN
` GGREGATE EXISTiNG D
EVAACTED SUBGRADE
N.T.S.
n r% wr. TANK
GALVANIZED SLSTEEL
SLOTTED GRATING
N.T.S.
r
EXISTING FLOOR
�OWN
4.
ITE BEDDING & BACKF It I
CONCRE
MENT [0 E NSU
VIBRATORY PLACE
IZF
FULL SUPPORT, 4000 PSI MIX
INVERT SOQ 006)
DRAIN, (
'A EXISTING CONCRETE
v RECEIVED
NOV 19 2010
8" MIN
TOWN OF QUEENSBURY
PLANNING OFFICE
N -T -S -
WARREN COUNTY TAX MAP #309.17-1--1
R $c P QUAKER I REALTY, LLC
415 BiG BAY ROAD
STATE OF NEW
COUNTY OF WARREN
TOWN OF QUEENSBURY
SITE PLAN & DETAILS
DWG. NO.: nemer.d
SCALE: AS NOTED
DATE: 10/14/10 P.E.
KEVIN LA HASTINGS'S SHEET1 -- of
CONSULTING SNSINNR NEw YORK 12803
LL�L3 JACKSONAVENUE. SOUTH GLEN