2009-449 (2) O Mar
r A
C rrrrllyU� NEE RA ; - � �
r r 000
1 r�►!-EP
QUAKER ROAD •oozo�IE e
r � SITE --�
J
Point Of Beginning ��� 0
ASROX/ti9A TE L OCA T'ON ZONE -1-2PER-2 PER FIRM FLOOD INSURANr E RATE MAP
-
<,
#� RIGHT OF WAY & EASEMENT 0
GUARD RAIL �� (N" REFERENCE -
SL F MAP SR L. - 2 P. :'_ 2) `
5;82.20'30"E
� .
_ .
\SIGN rB . LB r LANDS TAKEN BY - 5
CONCRETE CUR --► S7 m
COUNTY OF WARREN �o
o LP ❑CB c�Re SIGN L. 799 P. 49 m
H
---�. pLA� Fib< - - uSIGN Z
o� rr 1 ;�t WV \�- PLANTER S1RIP �• �-
ASPHALT a . Z PORE --' 285.44' JB � Z
3.. ,0 . \ P SIGN z p
OAK PA710 \ C CONCRETE CURB PLANTER --- 3"
o LOCATION MAP
21.56' • 3 N w LP T LOCUST, SCALE: 1"=1,000,
- - - - - - - - - - - - - - - - - - - - - - - - - CD L co ° -H CB •�.
-7
- - I F
"0'Toole'_� Bar & gill"�5" SPRU , %,i 5 a I _ LP DO NOT ENTER SIGN
I 3" I I `� 50, S BA SIGN A REIE 320 SIGN Q SIGN N �-----_� NOTES:
MH 1. Base mapping prepared by ABD Engineers & Surveyors from an
EXISITING STATISTICS:
OAK S - August 1998 field survey.
B OLLA DS �--� - Site Area=4.22f Acres
` I M GB Zoning=HC-Int 2. Survey shown is subject to an subsurface easements, restrictions
I � � I � � � O TRUSTC;Q'-- f
- - M WELL BANK w J N, ❑ Y J Y
'----� r /m, Setbacks:
or conditions that exist, if any.
M WELL I 1,528 SQ.FT. /
F.F. ELF v/._ 2r.n I a f Q Front=50'
o I - w I COVERED CB�J 2 L UST Side=20'Min(50 Total) 3. Underground utilities are shown from field location if
z w Q I possible.
-- - - - - - - - - -i DRIVE-THRU _ /� Rear=25' Others are shown from record data. Their exact location may be
EXISTING BUILDING I ' ¢ Cl) ", _ different from that as shown and others may exist.
a Concre a MH " COVERAGE
Four Stor Flooring" Dumpst r EXISTIN(�BUILDING I a �' - MH ° PH\ < �/ CB f] L Q CONC. / ^� . Main Building Coverage=25,911s.for11.40'/0 4. This survey has been prepared in accordance with the code of
I LANDS N\� Pod I Z _ _ 101.4t'
ILA HOWARF a "QUAKER LAZA" u, D_ GNS Stand Alone Building1,528 s.f.or practice for land surveys adopted b the New York State
g Association of Professional Land Surveyors as last revised January
L. 689 PG. 2 = N ° \ / - ° P Ys P Y
a 12,566 FT.
v' CB I M H M WELL b P. P / Total Building Area=27,439 s.£or 12.07/0
a _ _ Mu -_ 1993.
r.L ELEV.= J \
- -- x - M WELL 2" OCUST FAR =0.3
$ \ a d a / 5. Zoning district boundaries as shown opn the "Town of Queensbury
HC
I w I I \ \ 3 \0 Parking Required: Zoning Map" dated July, 2007. Boundary setbacks are based upon
ci 1,528 s.f.Bank(1 S ace/200 s.f. = 7.6 Spaces "Zoning, Chapter 179, from the Code of the Town of Queensbury'
O I� �Pgencaum Cleanrers" 13 � L�` z / P ) P� 9. P
3" 2,854 s.f.Personal Service 1
1,427 s.f. Personal Ser,vicel w - o { space/300s.£) = 9.5Spaces dated April, 2002 as found "on-line".
- - - - - - - - - - - - - - - - - - - - - - - - - JI
N - Z v / APPLE
H-: - 2350JIa�"ae) titT ff 300 s.£) =12.0 Space
zo EASEMENT TO ROU _64.3 Spaces
O \ 15.802 s.f.Retail(5 spaces/l 000 s f.)ss) =79.0 Space 6 general Easement
in nature and kis nlothplottable.one pany in I. 504 P. 59 is
z
��� / 7 333 F' 9S
"P P a's H o i r D e* " I A, � S GN / TOTAL = 172.4 Spaces
- 1,427 7. Lands conveyed to the County of Warren in L. 799 P. 58 do not
s.f. Personal S �ce � � LP � SIGN
' Existing Parking Spaces: affect the surveyed premises.
r,
��.� ,.� � C B L Front Area=121 Spaces
Mil MH / Rear Area=55 Spaces(+5Banked) 8. Right-of-way and utility easement described in L. 753 P. 1 does
/ TOTAL=176 Spaces(+S Banked) not affect the surveyed premises.
_ LP
9. Right-of-way and rights to control the water level of Hove Pond
ASPHALT PARKING I � �����•� _ /%; I � S � ''l `'ILL HC HC / Minimum Pervious Area=30% g Y 9 y
°ella Windows & Do rs" �� ° o �' reserved to Finch Pruyn Sales, Inc. in L. 743 P. 12 are general in
" o '
148.54'l!rR 20.03� I 4,025 s.f. Retail ` - - Existing Pervious Area=59,033s.£or32.11% nature and are not plottable.
HYDRA�N ' \ ' _ Concrete Walkway With Overhang Conc. Romp P T ` CB / 10. "Flow Line" r '
_ - -& Overhan
��� , Ex - L q� d at an assumed elevation of 100 using the top of
_ _ _ _ _ _ _ _ _ represents he high water mark of Hoveys Pond or
I - -]� / I rO / brickyard pan 'ng o
G. S ACES CnN I 4p� -�� m u �°° /v C�) _/ / / -r the spillway.
Y \ �. . PLANTER Q i
/ 11. Elevations are based on a USGS benchmark.
A O v � o rn- - - - / SIGN
- BOX �' a o a � EXISTING BUILDING � w o
� �cl
"QUAKER PLAZA" LQg GN
♦ , r �13,345 SQ. FT. _
\: CONCRETE I E.E. EI_EV.=324. N / v` / L MAP REFERENCES.
J 1. MAP OF LANDS OF 73 QUAKER ROAD ASSOCIATES" AS
cG�tic� 0G0 AREA LOT 22t,ACREs m SPH / �' / /o� PREPARED BY COULTER AND MCCORMACK LAND
Biti c�` �Q�j I Q o / io SURVEYORS, DATED APRIL 10, 1992.
CB � �° I z / / 2. MAP OF A SURVEY MADE FOR TOWN OF QUEENSBURY;
pp AS PREPARED BY VAN DUSEN & STEVES, DATED
- - - - - -
NOVEMBER 30, 1988
CB - CURB ? \ APPROVAL NOTES:
P �o A. THR5E PLAN5 WERE APPROVED BY THE PLANNING BOARD OF THE TOWN OF
�L\� /,� \ �- N T2" CI / 10p g f. JCv LEGEND: QUEEN55URY A5 51TE PLAN 1-2008 ON JANUARY 22, 2008 WITH THE FOLLOWING
P 5 B IIi�E WATER VALVE - = CONDITIONS:
AV
I
o Y Q GUARD RAIL „ WV;20" "`VVV
o I OAK Concrete % MH PINE TREE
L \ ` 3., umpste CHAT LINK F NCE 4" ;pl - 1 . THAT THE APPLICANT OBTAIN FINAL 51GNOFF FROM THE TOWN ENGINEER.
OAK - �- L-`° I-- Pod � APPROXIMATE LOCATION `�20.,5 � � Q ���
DECIDUOUS TREE
i Q _/
PINE - �� RICH S-WAY,%EASEMEN 1. L 4" PINE 2. THAT THE APPLICANT DEPICT FOUR FLOWERING TREES ALONG QUAKER ROAD.
miIiiiiiiiiin
r. c�
w G . rl:_L AGREE MEN 2 O METAL PLATE - a. ONE AT THE NORTHWEST CORNER OF OTOOLES PATION.
w � �� 4" �� TO�siN OF Q(IEEf�SBURY 4 PINE E O b. THREE TREES BETWEEN THE N05E DOWN CURB AND THE EGRESS TO
OAK / 4 PIN / QUAKER ROAD.
Y � \ � � � L. 87 8 P. i 23
/ I BOLLARD -
/ 3. THAT THE APPLICANT PROVIDE AT LEAST TWO, AND AS MANY A5 FOUR,
� �V � �Pv �� � � �/ ��� gR\CK LIGHT POLE - - �
ADDITIONAL SPRUCE TREES AT THE SOUTHERN END OF GLENWOOD AVENUE.
CB P �, V P5 �� WAUU 4" SPRUC - -
P 4. THE CANOPY/ROOF COLORS SHALL BE BLU GRAY A H
cL� c�Fr 7 4" SPRUC / MANHOLE - - EJ 5 5 OWN ON TWO OF
�c. 7
c 6" // o s ' / THREE COLORED RENDERINGS PROVIDED, AND
OAK / / REMndArlTs Q F I \ 3 / GUY WIRE -
5. THE APPROVAL 15 CONDITIONED ON AN OPINION FROM THE ZONING
�/ POWER POLE - ADMINISTRATOR THAT THE APPLICANT DOES NOT REQUIRE A FRE5HWATER
N74 54 3p 7 ' " � a � �' 1 � � � - POLE
N45'00'QO"W 14.80• W " `IV o Z -
\ / 12.30 7• o S fw WETLANDS PERMIT.
4cy Z CATCH BASIN - CB
• I / CAPPED IRON ROD FOUND - Q
_ cb/�
�v 6„ -,v� • o"�, 5 CINDER PA TM N64'28'20" i
\ OAK '1 A 4 g 19 6.25 / ��
LP '14NOTE.• APPROVED
j2y _ h�Q �,Z FLOOD RATF- BOUNDARY AS SHOWN ON , FIRM FLOOD INSURANCE RATE MAP ;TOWN OF AL�I�IIC (lOrl
B w c�h EDGEPOND/WETLAND
pF QUEENSBURY, WARREN COUNTY, NEW YORK, PANEL 26 OF 35 , COMMON/TY PANEL -J
��� OF POND S I NUMBER 360879-0026B EFFECTIVE DATE JULY 16,1984.
o /WETLAND .off I i. /Q 3 008
ZONE A2 - AREA OF 100 YEAR ;BASE FLOOD ELEVATIONS AND FLOOD HAZARD _ I
FACTORS DETERMINED. _
CID
- _
ZONE B - AREAS BETWEEN LIMITS OF 100-YEAR FLOOD AND 500 YEAR FLOOD OR N p
Y
CERTAIN AREAS SUBJECT TO 100 YEAR FLOODING WITH AVERAGE DEPTHS
Q HOVEY POND LESS THAN ONE (1) FOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA -
m pJ� (A.K.A. Brickyard Pond) / IS LESS THAN ONE SQUARE MILE : OR AREAS PROTECTED BY LEVEES
r I FROM THE BASE FLOOD.
w LANDS N\F
' � ` TOWN OF QUEENSBURY / TOWN OF QUEENSBURY APPROVAL
CD
RECEIVED
IAL IN.�NSIVE ��ryo, �► ,
Y COMMERC .4 EXISTING CONDITIONS
LP NC,IN7, NION •3O W
" N06.12'20"E
/ 58A•16 , pENTIAL 17.30'
s �,�
99 MIL RESI QUAKER PLAZATOWNP pNLQG QENSB(JRy
FFlCE
118 QUAKER ROAD
SFR.1 A '
SINGLE F
GENERAL NOTES:
I . BOUNDARY*TOPOGRAPHIC INFORMATION AS PROVIDED BY ABD ENGINEER5 DATE REV1510N NO.
/ 5URVEYOR5, FROM A FIELD SURVEY. THE ELECTRONIC INFORMATION ZO-4/08 REVISED PER P13 ENGINEERS COMMENTS SCALE:
3 2G/08 REVI5ED PER TOWN ENGINEER COMMENT5 2 F NEW 30'
PROVIDED HAS THE LAYER NAMES AND LINE COLOR MODIFIED FOR PLOTTING �Q�`` � 1 PARAGON CIVIL �
PURP05ff5.
coo
ENGINEERING, P.C. TOWN OF QUEENSBURY
/__7
Q 0
P.O.BOX 4139 WARREN COUNTY, NEW YORK
QUEENSBURY,NY12804 DECEMBER 15, 2007 E"'
No.oao2ss ��� (518)745-1018 W
R`pA ��, paragonengineering@roadrunner.com w
CL � SON SHEET NO. 07-032.5P01 ►�
NYS P.E. 0. 080299
LAYOUT NOTES:
Ps m Q I . ALL LINES AND DIMENSIONS Al PARALLEL OR PERPENDICULAR TO THE
Q LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED.
O 2. ALL LINES AND GRADES ON DRAWINGS SHALL BE LAID OUT BY A NEW YORK
STATE REGISTERED CIVIL ENGINEER OR SURVEYOR ENGAGED BY THE
U CONTRACTOR. ALL STAKED LAYOUTS OF PAVEMENTS AND SITE
IMPROVEMENTS SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION.
3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL
BE ON AND WITHIN LIMITS OF WORK AS SHOWN ON THE PLANS OR AS
QUAKER ROAD
APPROVED BY THE OWNER.
4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR
TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IN THE 51TE SURVEY
Point Of Beginning TO OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK.
4PPPDXI,VATE LG(-'ATION 5. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE
.SANITARY SEWER ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE
.SIGHT of WAY & ,EASEMENT OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN,
GUARD RAIL C0 REFERENCE SMOOTH EDGE. PROVIDE PAVEMENT KEY AS DETAILED. TACK COAT
Al,/AP FOR L. 752 P. Og2? �
EXPOSED EDGES OF EXISTING BITUMINOUS CONCRETE PRIOR TO PLACEMENT
S82'20'30"E R=1' �
OF NEW BITUMINOUS CONCRETE PAVEMENT,
D G. BITUMINOUS PAVEMENT SHALL NOT BE LAID WHEN GROUND TEMPERATURE
CB LANDS TAKEN BY �
SIGN CB NOSE-DOWN PC-2 COUNTY OF WARREN >J IS LESS THAN 40° F. AND AIR TEMPERATURE 15 LE55 THAN 50° F.
PP NM /2 URB m 7. ALL LIGHT STANDARDS SHALL BE LOCATED AT A MINIMUM OF TWO FEET-SIX
- G GUY Q CONCRETE CURB -� REMOVE S L. 799 P. 49 m
J7 INCHES (2 6) FROM BACK OF CURB; VERIFY W/OWNERS REPRESENTATIVE
LP _ CUR$ CB '�6� 51GN PRIOR TO INSTALLATION.
_ SIGN Z 8. DIMENSIONS ON PARKING LOTS AND ROADWAYS ARE FROM FAGS OR
i m
Pp N rT 1 BOTTOM OF CURB TO FACE OR BOTTOM OF CURB.
(� - P6�4NT€l� _WV H ,,,��� - - � - - 285.44' � Z
ASPHALT l FI g �, STOP c -____ cS z o 9. ALL NEW WORK SHALL BE STAKED-OUT PRIOR TO CONSTRUCTION. OWNER
r BM- o SHALL BE NOTIFIED OF ANY DISCREPANCIES.
3" PC-2 PATIO "' CONCRETE CURB PLANTER _ H F 3" 10. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER AND APPROPRIATE
OAK Q j� RE-SURFACE � -
T LOCUST --
- \ �HC-1SSTING PAVING CBH -18 1 CL 2 � � CB — • ,�� � MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION.
'oole's Bar & Grill"1 3 cn 29 � El SIGN I I . ALL EXISTING UTILITIES SHOWN IN THEIR RELATIVE POSITION BASED ON
- - - - - - - - - - - - - - - - - - - - - - - - OPP EVIDENCE FOUND. THE CONTRACTOR IS RESPONSIBI� FOR VERIFYING THE
5" SPRUC 25 Max ating I DON TENTER VERTICAL AND HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO
RE-SURFACE SIGN
EXISTING PAVING 50' SETBA TC-4 IF+«.H+«« SIGN Q SIGN " - —
CONSTRUCTION.
_ 3 ,H - / 12. ANY UTILITIES REQUIRED FOR THE ADDITION WILL BE CONNECTED INTERNALLY
OAK I BOLLA DS - I - - - - - - I 2B FROM EXISTING SERVICES AND CONNECTIONS.
T BANKS- w ❑
m /
� � F 1,528ESQ.F21.0 I � oQ ,
- I I COVERED rB 2 L UST
CT
z I iv a - - - - - - � DRIVE-THRU rn
EXISTING BUILDING I Q Concre I I �aMH �� - � TC� '-
"Four Star Flooring" I LANDS N\F a DuPopdt r I EXISTING BUILDING 10 Y MH < MH < < CB CB ❑ `�° \
o
I ILA NOWARD a � I "QUAKER PLAZA" - — SAWCUT �
N / \\
STING PAVING U
00
L. 689 PG. 12 a �� I 12,566 SQ.FT. I o IvIH MH - - P
C B RF SURFA p
F F ELEV_=3240 -
rA Y U 2" OCUST
I I � a
RE-SURFAc - -
w I a EXISTING PAVING ci HC-42 _
o �� I "Feigenbaum Cleansers" o�o 3" — -- -
1,427 s.f. Persorol Cervicel w U APPLE
- - - - - - - - -- -- - - - - - - - -
- - - - - J N - - -- HC-41 9 / EASEMENT TO ROUT- 9
o I I Cn j L 1333 P.93 o
z Hoir Dxsign" I LP SIGN SGN ,
f Per.C-sal Service / TO REM -
rw- - - - -- //zz RE-SURFACE
LO
Hr MH EXISTING PAVING 7g rh
r IH PAH
P / 31.6'
ASPHALT PARKING I I c) ��• 22 SPA,(
" -Ila Mndcws & Doors"
R
148.54' I d rl � s f S';)tri�' � o0
RANT I \ Concrete Walkway With Overhang Conc. Ramp
`CY — — — —
& Overhan
HC-GO � �J� �� „�� - - - - - - - - - Ex Door - - - - - - - Si�RFA
_ 1
I — —
E XIST G PA
VING IN Q- I1�1 G
Q� - o / z
• 0. I a � � ll_'� � /O 7�71.6' o
QP-1 9.0 6 PAC. S CON �k. °� � / >
8012 DS S . GO EXISTING BUILDING o .� SIGN / 011*
B0 `, - - - - 6o m w / /� S
a o'l "QUAKER PLAZA"
Y A 13,345 SQ. FT. O s / ` / A U
o n
w� CONCRETE F.F. ELEV. 324.0 /
W , � Qy
54 I LOT 1 N v w a ///o _ / PIKOPOSED
SAWCUT AREA = 4.22f ACRES Q / ° o / / ADDITION h
EXISTING PAVING I �' O /
PAINTED RELOCATED 2 O32 S.F. n
&RESURFACE G I / '��
ISLAND > �: x/ _ / LIGHT POLE 6 0 I O
(TYP.) L - - - - - - - - - - - - - - - - - - - - -
P_1 as ����' � � �� � BOLLaR�s - - - -- - - - - - - - —
� G
Q
,�4p4 CB 71'10 ,--- CURB
� GO
9 QP-1 CB ❑ a0
R-20 ❑ J / < a
�4QG RE-SURFACE p R=2, PA-2 4
ai ti� EXISTING PAVING - GUARD RAIL / I WV
3, OAK CHAT LINK F NCE 3 4" 'PI
�� MH /
OAK APPROX/NA/F LOCATION C_5 X
P TED 5 PROP. l R/GHTOFWA7 jEASEMENT� 4" PINE /
ISLAND � �. SELF-CONTAINED PINE
w YP.ISLAND
� G g5� SHARED TRASH � FILL A GREL MEN T 2
z 4" COMPACTOR TO TOWN OF 00EENSBURY" Q) w
OAK �-_ L. 878 P. ?23 4"iPINE 4„ PINE /
Y
I /
4" SPRUC /
❑ CB P z P 324 6 z /
t� QP-1 7T " o �0, o 4" SPRUC /
RE-SURFACE I
EXISTING PAVING 6"
AK REMNANTS
f� z /
0
3 RE-LOCATED
N74 7 . " L / \ � I l 30.75' �� LIGHT POLE
m SAWCUT N45'00'00"W 1 .80 0 W 7• - - - - - - i
d EXISTING PAVING -
12.30 '
�. 45. �� FT PA-1 r R_
�
Al
QP-1
0 CINDER PATH N64'28'20"
6" A� 9' 5' 6.25' l; �
' DAK '1� s� e9 i ���1 PLANTING SCHEDULE
CB W ��1 EDGE OF POND/WETLAND ° ,o SYMBOUKEY QUANTITY BOTANICALNAME COMMON NAME SI7F ROOT COMMENTS DETAIL SITE PLAN
o �o q�, ? LARGE DECIDUOUS TREES SCALE: 1"=10'
QP 5 Quen us palustrus Pin Oak 2 112-3"cal B&B
z '3 ' EVERGREEN TREES
HOVEY POND PROPOSED STATISTICS: / .s PA 3 Picea abies Norway Spruce 6'-7'ht B&B
m P�l ^ (A.K.A. Brickyard Pond) Site Area=4.22f Acres
FLOWERING TREES
m G Zoning=HC-Int PC 4 Pyrus C.Ueryana'Clevekand' Cleveland Pear 2"min.cal B&B
o LANDS N\F Setbacks: , 5HRUH5/FLOWERS
TOWN OF QUEENSBURY Front=50'
�, Side=20'Min(59 Total) , TC 8 Taxus Cus idata'Ca itata' P " "
p p Pyramidal Yew 24-30 Ht. B&B
o Rear=25' BM 8 Buxus rnicrophylla'Compacta' Kingsville Dwarf Boxwood 2 Gal Container
HC 286 Hemeracallis Daylily No.2 Conatiner B&B Mixture of up to 7 varieties
� Building Area=27,943 s.f.or 15.2% '
O `
Q1AL IN NSIVE ����o Parlartgl528s.f.Bank(Ispaee/200sf.) = 7.6Spaces LAYOUT & LANDSCAPE PLAN
/ MER 2,854 s.f.Personal Service(1 spaoe/300s.f) = 9.5 Spaces
Y �0M '4 3,600 s.f.Office(1 space per 300s.f.) =12.0 Space
NO6'12'20"E
IGH �1
/ LP T� N 225 Max Seats Restaurant(1 space/4 seats) =64.3 Spaces 17.30' QUAT,*]L�1JR PLAZA
IN ,jj. M L E TIAL
NC' 30
S8 1� g9' Y R SIDEN 17,834 s.f.Retail(5 spaces/TOTAL, =182 6 Spaces
SINGLE FA / 118 QUAKER ROAD
SFR,1 q Number of Handicap Spaces Required:6
SITE PLAN DATE REvisioN No. �
Parking Provided 2104/05 REVISED PER P6 4 ENGINEERS COMMENTS eF N�1,k, SCALE:
SCALE: 1"=30' Front=120Spam / 3/2 08 REVI5ED PER TOWN ENGINEER COMMENT5 2 Q (A. W14 AS SHOWN
Rear=65 Spaces � PARAGON CIVIL
TOTAL=185 Spaces * 3 0 W ENGINEERING P.C. TOWN OF QUEENSBURY
Number of Handicap Spaces Provided: 8 Z u,
z P.O.BOX 4139 WARREN COUNTY, NEW YORK
Pervious Area=61,726 s.f or 33.58% `r 0.0802-9 ?� QUEENSBURY,NY 12804 DECEMBER 15, 2007 E-+
A
(518)745-1018 w
ROFE S S%01t% paragonengineering@rvadmmner.com
CLARK . WILKINSON 5HEET NO. 07-032.5P02
NYS P.E. NO. 080299
GRADING NOTES:
m I. EXISTING BASE INFORMATION PROVIDED BY OWNER FROM FIELD SURVEY BY ABD
Z) ENGINEERS*SURVEYORS.
� U
U 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THI5 PLAN ARE FOR INFORMATION
ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT
DIG SAFELY NEW YORK(I-800-9G2-79G2)AND THE PROPER LOCAL AUTHORITIES OR
RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL
QUAKER ROAD
EXISTING UTILITIES BEFORE COMMENCING WORK. ANY C05T5 INCURRED BY THE
CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME
THE RESPONSIBILITY OF THE CONTRACTOR.
Point Of Beginning -- " " '
3. ALL GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED LAND
' ,aR,�Rox�MA rF L ocA T�o�l
SANITARY SEWER / SURVEYOR OR ENGINEER.
RIGHT OF WA), & EA 51 L,+E,N T 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY
GUARD RAIL (NO REFERENCE -- ,�
DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE ENGINEER OF
SEE MAP FOR L. 752 P. 282) REC5. CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION S82'20'30°E / RUCT ON AND REPORT
i 7PN
' 9 if 12"HDPF, �SIGN 1.0•/0 DANY DISCREPANCIES TO THE ENGINEER.
LANDS TAKEN BY14 I%2 -� / COUNTY OF WARREN m
_ 0 G Y a CONCRETE CURB --► S7 CB#1 G. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE
LP CB C�f'6 SIGN " RIM=319.8t L. 799 P. 49 m START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE 50 LOCATED THAT
_ :316.8 THEY WILL NOT BE DISTURBED BY CONSTRUCTION.
OSIGN
GUY`R L WV ti0 P 1 n
7. CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL IN ACCORDANCE WITH THE
cv � of nniT HY - � � PLANTER STRIP oGi�Y WIRE 28$ m
ASPHALT 44' I Z NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, AND AS
3„ r ` �p P SIGN * CB O APPROVED BY ENGINEER.
PATIO Y C CONCRETE CURB PLANTER -� OH 3 3
OAK 6' ` 3 % \ \ 271I'12"RDPE 7 LP OC T LOCUS 8. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL HAVE A STABILIZED
- - - - \ @ 1.0% N w _ I CONSTRUCTION ACCESS, AND BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
- - I "D'ToolF s Bar €c Grill"1 GH' V L - `H SEDIMENT OR DEBRIS ONTO PUBLIC ROADS.
5" SPRU I 225 �rz_ Seating
P \ DO NOT ENTER `� SIGN H 9. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A
MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. ANY DISCREPANCIES NOT
i
5p, S� � LP SIGN 320 SIGN � i SIGN �--
I _ _ \
3., I - ` A � MH �_ I ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONTINUING
OAK I I - ` 7 \ - BOLLA DS I � -TRU rCo- I - 11 CE / WORK.
` _ \\ I BANK �_ w1� ❑ 10. WALKS SHALL NOT EXCEED I IN 20 SLOPE LONGITUDINALLY. RAMPS SHALL NOT EXCEED
_ \ I 1,528 SQ.FT. / / I IN 12,AND 30 IN LEBNGTH. ANY DI5CKEPANCIE5 NOT ALLOWING THI5 TO OCCUR
I \ j \\ \ I F.F. ELE`J.=3?1.0 I COVERED � _ 2 L UST SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
B / ; 1 I . ANY AREA OUT5IDE THE LIMIT OF WORK THAT 15 DISTURBED SHALL BE RESTORED TO ITS
\ \� L - - - - - - - - � DRIVE-THRU �_�
EXISTING BUILDING I I I I Q \ Ln
Q CoPad I EXISTING BUILDING I z 3MH \ U / ORIGINAL CONDITIpN AT NO COST TO THE OWNER.
"Four Star Flooring" LANDS N a Dum st r �� _ MH \ �' �� H - CB CONC.
c r- 12. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE 51X INCHES(G')ABOVE BOTTOM
a Q r,, *❑ 101.4t' o ED
I \ I n OF CURB UNLESS SHOWN OTHERWISE.
ILA HOWARJ Ja I "QUAKER PLAZA" -1 \\
a 12,566 SQ.FT. =a \
a cB I D Ev -52w.� o '.�H MH v y �^ P / /
/ 13. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH
NEW. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE
�- 2" OCUST EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN,SMOOTH EDGE.
PROVIDE PAVEMENT KEY AS DETAILED. TACK EXPOSED EDGES PRIOR TO PLACEMENT OF
o I eigen� = I ; v / NEW PAVEMENT.
M „
_ s f. = Z
_ _ ��ce I w � - v � 3„
APPLE 14. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY
\ I I O EASEMENT TO ROUTE 9 SEWER DISTRICT HAND; DO NOT EXCAVATE SOIL WITH MACHINERY. CONTRACTOR SHALL REPAIR ANY
Z I I to P.93 DAMAGE TO EXISTING UTILITY LINES OR 5TRUCTURE5 INCURRED DURING CONSTRUCTION
` Choppa' � � \ � SGN / �, ��
OPERATIONS AT NO ADDITIONAL COST TO OWNER.
s.t. e / ; Ne '� II SIGN
%.� \V 15. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND
MH \ \ RB I dCATED HYDRANT g / PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRRI=GULAR SURFACE
PIH MH (LOCATE&CONNECT
/ CHANGES.
I I �\ O E�CIST.FEED) G. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FORA COMPLETE
\ / LP UNDERSTANDING OF THE WORK, OR SHOULD ANY ERROR APPEAR IN THE VARIOUS
ASPHALT PARKING I I �. 22 SP ACES /
INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE
Sa- IR 20.03 I 4,C�� s <_ -�;�� \ �- - _ � - � !� WORK COVERED HEREBY,THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE
OWNER'S REPRESENTATIVE,AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO
\ Conc. Ramp L
2 HYDRANT • I - - - - - - - - - - - - Concrete Walkway With Overhang _ & Qverhan i 110 BEND 50, HE SHALL AND WILL MAKE GOOD ANY DAMAGE OR DEFECT IN HIS WORK CAUSED
zcn4 THEREBY.
\ % 6 x 6 TEE ALVE
� �22 i I Q � ��-. E�< Door - - - - -� / W u rr
ON u = 7. PRJOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS
\ ` 6 PACis
R LP U / / /i o Mj CONNECT HY MATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHES
�OL�gg,,S • A G0 a EXIST,4 D SHALL BE REPAIRED.
BOX - - - - - EXISTING BUILDING X o a o �,
\ \ \ r "QUAKER PLAZA" _W a I PR POSED E. QQ� SIGN 4°t DE LECTION 18. ALL UTILITIES INCLUDING WATER,SEWER,TELEPHONE ELECTRIC 4 CABLE SHALL BE
i _
\ S \ \ of 13,345 SQ. FT. _c / AI)DITION /� INTERNALLY CONNECTED FOR THE PROPOSED ADDITION.
j �� CONCRETE o o z F.F. ELEV. 324.0 ° o y / 2,032 S.F. a� / ;! ' a� 101,f.
/v
LOT 1 �
3 8 ~ I AREA = 4.221 ACRES E m N / s i�o 45°H.BENDS 450 H. BENDS
PAINTED / h°� / 6"x 4"REDUCER N 45 S WATER SYSTEM NOTES:
ISLAND CB I / AT TEE I. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR
(TYP.) - - - - - - - - - - - -
' INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR
/ Fr - SHALL CONTACT U.F.P.O. (I-800-9G2-79G2)AND THE PROPER LOCAL AUTHORITIES
/ 3 OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION
OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY
E THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL
CB � / � CURB �� "_ // ' � � � �"�'HYDRANT' _
�\ !1 �SHOwI O1 BECOME THE RESPONSIBILITY OF THE CONTRACTOR,
0 P5 4G El ❑ / / I00.6 f, \� / / Y 2. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY
I J / WORK A5 REQUIRED BY THESE DRAWINGS.
M \ \ Y LP 0" - - 3. A PERMIT TO CONSTRUCT MUST BE RECEIVED FROM THE QUEENSBURY WATER
GUARD RAIL WU/ / \ \ Q� DEPARTMENT PRIOR TO COMMENCING WITH CONSTRUCTION. INSPECTIONS DURING
� �� � " � OAK ` CHAI LINK FENCE � ��� � -�� � � � MH � � � \ URNG
3 V) 4" PI EXIST. SE R O �p CONSTRUCTION ARE REQUIRED, AND WILL BE PERFORMED BY THE QUEEN5BURY
�� A OAK `° APPROXIMATE LOCATION 320 Q �, WATER DEPARTMENT.
ISLAND _ �___ R/GH7-OF WA 1;/EASEM.,-NT/ j 4" PINE BE AB 4. WATER SERVICE MAINS TO BE CLA55 52 DUCTILE IRON PIPE, DOUBLE CEMENT LINED,
P TED ,� 5 S k i AN
��q4' PINE EMEN i �Q �� now / �� \ ry PAINT SEAL COATED WITH RUBBER GASKET PUSH-ON JOINTS, CONFORMING TO AN51
TYP. i FILL A nc � i
z Q / / X A 2 1.5 1 AND AWWA 5PECIFICATION5 C 15 1-7 I LATEST REVISION)WITH A RATED
4" T TOWN OF QUFENSBURY U �
OAK ��� / �_ L. 878 F. 723 4" PINE 4" PINE t� / / / X WORKING PRESSURE OF 350 P.5.1., A5 MANUFACTURED BY U.S. PIPE, OR
LF \ .+� EQUIVALENT.
? PA.� j�' l r l i '` 5. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM COVER DEPTH
�Q \ D � BELOW PROPOSED FINISHED GRADE OF 5'-0".
4" SPRUC Q / G. ALL DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED,
P wa C�
U 3`?s ' ? ' / 1°t DEFLECTION PAINT SEAL COATED, CLA55 350, HAVING MECHANICAL JOINT RETAINER GLANDS.
�' 7. HYDRANTS SHALL BE 5UPERCENTURION, OR AS REQUIRED BY THE TOWN OF
Con
6„ 7T '0 �/ �� �r 4' SPRUCE / `•�� � '�� 1p QUEENSBURY WATER DEPARTMENT.
/ 8. WATER VALVES SHALL BE OF THE RESILIENT WEDGE TYPE AS MANUFACTURED BY CLOW
r. V CORPORATION, OR QUEENSBURY WATER DEPARTMENT APPROVED EQUAL.
OAK REM I^d AN TS
/ 4 9. RETAINER GLANDS SHALL BE CLOW F-1 058 DUCTILE IRON RETAINER HAVING STEEL SET
m \� r N45'00'0O'W N7j454 W � O �w /' �A
ti 80' /` o Q I �._ \/ / % Q SCREWS, OR APPROVED EQUAL.
u
'� / O �p 4 / 10. CHLORINATION, PRE55URE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN
- / •, pr 4 _ \ C / CONFORMANCE WITH TOWN OF QUEENSBURY AND AWWA STANDARDS AND SHALL BE
4G • 'o Q ,� / / \ �` �� q oo PERFORMED UNDER THE SUPERVISION OF THE QUEEN5BURY WATER DEPARTMENT AND
I \\. i j THE OWNER'S REPRESENTATIVE. BACTERIA EXAMINATION AFTER SATISFACTORY
DISINFECTION AT A NY5DOH APPROVED LABORATORY WILL TAKE PLACE PRIOR TO
PATH j ACCEPTANCE BY THE TOWN OF QUEENSBURY.
CINDERN64'28'?D 49 ,0• ' O Q / / 40 DEFLECTION/ JV 1 1. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN ANY
6.25 / V'� / \ / �\ C WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A
LP OAK e1� S� 69�g �� W x \ MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND
���y // °� ANY SANITARY OR STORM SEWER.
t7 ��
EDGE OF POND/
oWETLAND I
Nz
to
/ 4 RE-LOCATED
Vr�� ,a^• HOVEY POND 11 BEND
p�� (A.K.A. Brickyard Pond) - - - - �� j ` �� / LIGHT POLE
• LANDS N\F
TOWN OF QUEENSBURY ,
h
^�`�•
` PROP. 6"X 6" PING /
L INTENSIVE �`LD
Y COMMERCIA ,4 " �°` � OVERALL GRADING DRAINAGE & UTILITY PLAN SLEEVE &v VE
INT' HIGH - + N06-12'20"E
GRADING, DRAINAGE & UTILITIES
HC. Sad*16'30"w ENnAL' SCALE: I"=30' 17.30' WATER SERVICE PLAN
'FAMILY R01D
SCALE: 1"-I°' QUAKER PLAZA
SINGLE
5FR-1 A1 118 QUAKER ROAD
DATE REVISION NO.
04/08 REVISED PER PB 4 ENGINEERS COMMENTS I OF NeI,I, SCALE:
3 2G/08 REVI5ED PER TOWN ENGINEER COMMENTS 2 �Al 1 " = 30'
W
C Tom. PARAGON CIVIL
0 Z Uj ENGINEERING, P.C. TOWN OF QUEENSBURY co' P.O.BOX 4139 WARREN COUNTY, NEW YORK
0.080299 �� QUEENSBURY,NY 12804 DECEMBER 15, 2007 E 4
(518)745-1018
AROPEssio Paragonengineering@roadmmner.com
CLARK . ILKINSON 5t1EET NO. 07-032.5PO3 ►+�
NYS P.E. NO. 080299
1/2" RADIUS
I" RADIUS
FINISHED GRADE
3-6" NOTES:
°e FINISHED GRADE I � '� • SPACE SHRUBS AS � '/ I. TREE SHALL BEAR SAME RELATIONSHIP TO
d4 = INDICATED ON PLANS f D FINISH
° tO ° ° ° ° v d v° ° ° d o GRADE AS IN THE NURSERY.
-i d "4' & v ° ° o "' W �' 2. THIN BRANCHES� FOLIAGE AS DIRECTED
c I= O O ° "o A .• d .°• .v " '° e : a. °. v w C.� 3" DEEP MULCH WHILE
'O p ° 4 ` °. 44 DROP CURB o v � I RETAINING NORMAL SHAPE OF TREE.
a
CAST-IN-PLACE ° ° q ° ° v ' ° dd °, e °` 'o 0 3. NEVER CUT A LEADER, TREE 5HALL BE
�O a p O v ' v' a G° a ° d .e ° e (I/4 MAX. REVEAL) 3 HT. PLANTING MIX SAUCER ` 1/8"GALV. STEEL CABLE TO
O � CONCRETE CURB ° q e d ° a ° v d 3°FG. _'a c � PLAL1���
8VE
p 4,000 P51 28 DAYS e : ° vd. e: e'e e v a: — /
III O v .e e ° ° .. v e'
.. d _III-I - ' / � CABLE. �EN�CA5E WIRE AROUND PH STAKE TO TRUNKCYJ GYJ d o� ° ' e .' v I-I I I _III-1'
00 COMPACTED GRAVEL v ° e ° `� ° e v - CUT AND REMOVE BURLAP FROM IN REINFORCED RUBBER HOSE ABOVE
p ° - ° d ° -
- D 00 o N.Y.5. D.O.T. SECTION _ U °'a ° ° e• ° N v v 6" CURB - I TOP !/3 OF ROOT BALL FIRST BRANCH. SECURE ALL ENDS OF
- O 000 = 304 SUBBASE TYPE 4 e ° ° i9 d o °° °O.- a v q 1 6 CABLE WITH GALV. CLAMPS.
00,
0 Q O O � ° 1 - -
00 a ° e" ':° e a. 4. 44 a to �. ° e °a a d 44
MIN. �. f 4"GALV.TURNBUCKLE EA. CABLE
- III=III III IT--COMPACTED OR 4 d °. g ' " a e' " d °"q. e _
AMENDED BACKFILL 3"0 x 8'CEDAR STAKES, 3 PER TREE.
UNDISTURBED SUBGRADE ° ` STAKES TO BE SAME HEIGHT, DRIVEN IN �
„ „
6" 6 6" SCARIFY SUBSOIL 2'-0" ON AN SLIGHT ANGLE. STAKES TO BE
FREE STANDING HANDICAP SIGN TO MIN. 4"DEPTH TYP• OUTSIDE OF ROOT BALL.
CONCRETE
0 TO MEET AN51 5TD5. (1 2"x 1 8"
SIDEWALK MIN. SIZE, 7'-0"MIN. MOUNTING NEATLY WRAP ALL DECIDUOUS TRUNKS
HEIGHT AT BOTTOM OF SIGN). F G TO A HEIGHT OF THE SECOND LOWEST
SIGN SHALL NOT BE OBSCURED T 7� �T 7� - - BRANCH (FALL PLANTING ONLY)
BY A VEHICLE IN THIS SPACE. SHRUB PLANTING DETAIL , - 3 HT. PLANTING MIX SAUCER
CAST-IN-PLACE CONCRETE CURB DETAIL, MAX. SLOPE \\�
ALONG CURB I:!0 0 1 II I II I I I II�i_ -
N.T.S. N.T.S. -I III 3"DEPTH PINE BARK MULCH;
PULL MULCH AWAY FROM TRUNK.
4"WIDE PARKING LINES ���vim AMENDED PLANTING MIX, COMPACTED.
PAINTED WHITE !II-1 -III-1I1=1I1=III- -1TI_
CUT ROPE SURROUNDING BOTTOM OF
TREE TRUNK AFTER BACKFILLING BUT
NON - HC PARKING
BEFORE MULCHING. DO NOT REMOVE
ANSI STANDARD gg gg
SPACE(TYP.) HANDICAP SYMBOL MOUND, COMPACTED TO 92%
Q
ap UNDISTURBED
I"ASPHALT TOP COURSE NOTE: SUBGRADE
PROVIDE I HANDICAP SPACE IN EVERY 25
22'BINDER COURSE NOTE: PARKING SPACES IN V TO 100. I DECIDUOUS TREE PLANTING
MAXIMUM SLOPE WITHIN HANDICAP SPACE IN EVERY 50 SPACES
HANDICAPPED PARKING AND/OR OVER 100. (AS PER N.Y.S. BLDG. CODE)
STRIPED AREA SHALL NOT EXCEED
!:50(2%) N.T.S.
NO-PARKING STRIP
PAINTED WITH 4"
J DIAGONAL LINES NOTES:
12"AGGREGATE SUBBASE
1). TREE 5HALL BEAR SAME RELATIONSHIP
9'-0"TYP 8'-O"TYP 8'-O"TYP. TO FINISH GRADE AS IN THE NURSERY.
GEOTEXTILE FABRIC(A.O.B.E.) y l 2). NEVER CUT A LEADER.
- _ I G'-0 MIN- 1 IL 3). TREE SHALL BE PLUMB*STRAIGHT.
}•r -- COMPACTED 5UBGRADE T
INSTALL 3 GUYS PER TREE EQUALLY
LIGHT DUTY BITUMINOUS PAVEMENT TYPICAL PARKING LAYOUT DETAIL, SPACED AROUND E5 @ROOT 2/LL. ATTACH I/8"
GALV. STEEL CABLES @ 2!3 HEIGHT OF
N.T.S. TREE. PROVIDE REINFORCED RUBBER
NI H05E TO ENCASE CABLE AROUND TRUNK.
-� SECURE ALL ENDS OF CABLE W/GALV.
'fC CLAMPS.
4"GALV. TURNBUCKLE EA. CABLE - -
Y
u 1
l-
F.G I
4"CONCRETE, SEE CONCRETE SPEC. t`': 3'0 X 2'-0"CEDAR STAKES, 3 PER
SOFT BRISTLE BROOM FINISH 2 0 TREE, DRIVEN IN AT A 25°ANGLE;
PERPENDICULAR TO WALK Typ• STAKES TO BE OUTSIDE OF TREE PIT.
11�11 II IS - 3' HT. PLANTING MIX SAUCER
� .
e
a . 3 DEPTH PINE BARK MULCH;
— T—
e
PULL MULCH AWAY FROM TRUNK.
III-III AMENDED PLANTING MIX,
— III-1 I I I III I I I_� —III
EWP6RPPURROUNDING BOTTOM OF
S"X 6"#6/6 W.W.M., 2"CLR
TREE TRUNK AFTER BACKFILLING BUT
BBEEUF��OgqRE MULCHING. DO NOT REMOVE _-_
NATIVEP501L DRAINAGE
4" DEPTH GRANULAR SUBBASE COURSE MOUND, COMPACTED TO 92%
NY5DOT SECT. 304. TYPE 4 COMPACTED TO
95%STD. PROCTOR
UNDISTURBED
SUBGRADE
SUBGRADE COMPACTED TO 90%
5TD. PROCTOR
NOTES:
EVERGREEN TREE PLANTING
- EXPANSION JOINT SPACING 20-25'O.C. -CONTROL JOINT SPACING.
- 5'O.C. NOMINAL-CROSS SLOPE
N.T.S.
- 1/8"TO 1/4"PER FOOT(MAX. SLOPE 2%TYP.)
- MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20.
4" DEPTH CONCRETE WALK
N.T.S. SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS
SHOWN. TACK COAT EXPOSED EDGE5 OF EXIST.
PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT.
1 2"
LAWN RESTORATION PVMT. RESTORATION MIN. EXIST. PVMT.
TOPSOIL*SEED AS NEW PVMT. KEY
SPECIFIED CSEE DETAIL JT•
SUBBASE MAT'L"; REFER TO
- NEW PVMT. DETAIL
1 I I—I
-III- TRENCH WALLS LAID BACK PER OSHA
III—I
FRAME AND GRATE - -� III KEQ'MT5. OR SHEETING A.O.B.E.
WARPTO BASIN = WARNING TAPE IDENTIFICATION
III— FINAL TRENCH BACKFILL BORROW:
WELL GRADED INORGANIC GRANULAR
- - - - - - - - - - - 1 = SOILS 4/OR ROCK; MAX. PARTICLE SIZE 1
51EVOORORE THAN NATIVE MATEORIA SING#200
° 2'-G -�
Q III PIPE ZONE BACKFILL GRADATION
4 Q - < a _ SHALL BE: WELL GRADED SAND W/
°v BRICK LEVELING ° III O _Z a ° 3/4"MAX. PARTICLE SIZE*NOT
COURSES AS NEEDED = b G - MORE THAN 10%PASSING#200
PRECAST:CAST IN PLACE OR d. _ " , - SIEVE
° SOLID MA50NARY UNIT
p = Op. PIPE ZONE BEDDING- FOUNDATION STONE TO
CONC. INVERT C7 0 /2 =III = CONFORM TO NYSDOT STD. SPEC 703-02
6 MIN. COARSE AGGREGATE AS SHOWN BELOW:
I 1-III-111L II ,III 1 SIZE DETERMINATION#I : 100%
PIPE I-D. + 3'MAX. PA551NG I"5IEVE 90-100%
° PASSING 1/2 SIEVE 0-1 5%
SITE DETAILS
° ° ° ° d NOTES: PASSING I i4"SIEVE
-_ - - 1) STREET OPENING PERMIT REQUIRED ON ALL PUBLIC STREETS.
-_III UAKER PLAZA
--I 1
BASE - 2) ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL OR A.O.B.E"
- � 5" C1A55"A"CONC. - 1 1 '�� SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND
- BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE 51ZE DETERMINATION#2: 100%
5AT15FACTION OF THE ENGINEER. PA551NG I-I/2"SIEVE 90-1 00% 118 QUAKER ROAD
FRONT ELEVATION SIDE ELEVATION 3) EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. PASSING !"51EVE 0-1 5%
PASSING /2"SIEVE DATE REV1510N NO.
2/04/08 REVISED PER PB E ENGINEERS COMMENTS 0 NE SCALE:
TYPICAL TRENCH DETAIL 3/2 REVISED PER TOWN ENGINEER COMMENTS 2 Q,K� �. 0 NONE
�� 1- PARAGON CIVIL
DRAIN INLET DETAII. N.T.S. * n ENGINEERING P.C. TOWN OF QUEEN5BURY
N.T_S. c" 7
2 Z 2 P.O.BOX 4139 WARREN COUNTY, NEW YORK
QUEENSBURY,NY 12804 DECI=MBER 15, 2007 F+
o No.080299 ��o (518)745-1018 w
ARopsssjott � Paragonengineering@madnmmer.com W
CLAR KINSON 5HEET NO. 07-032.5PO4
NYS P.E. NO. 080299