Drawings Rev. 06.01.2001EXISTING 12"
WATER MAIN
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SEE DWG. 4G148—T51 FOR
CONTINUATION + SUBSURFACE ABSORPTION FIELD
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PROVIDE 4" DIA. PVC SLEEVE
UNDER ROAD FOR FORCE MAIN
LOT #4 REMOVE FORCE MAIN AND PLUG
SLEEVE AFTER SYSTEM 15 ABANDON \ \�
8 WATER MAIN TAP
SERVICE
CURB 570P
TAP
TO BE INSTALLED +
WITH SUBDIVISION SEE DETAIL J
8" SEWER TO /
BE INSTALLED
WITH SUBDIVISION
/G" SEWER LATERAL
/- TO BE INSTALLED
WITH SUBDIVISION PROVIDE PEDESTRIAN ACCESS
TO ADJACENT SITES AS THE
51TE5 DEVELOP
TEMPORARY 1.500 GALLON
SEPTIC TANK. EFFLUENT
PUMP AND 1.000 G/ 7N
OVERFLOW TANK
SEE DRAWINGS 4G148-TSI +
4G148-T52 FOR DETAILS
PROVIDE SANITARY 'Y' AND
CLEAN OUT TO GRADE AT BEND
WHEN SEPTIC SYSTEM 15 ABANDON
AND CONNECTION TO MUNICIPAL
SEWER 15 MADE.
\ NEW G" PVC
SEWER LATERAL
SUBDIVISION KEY PLAN
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LOCATION MAP
SITE NOTES
LOT #5 OF RECENT
SUBDIVISION OF
TAX MAP No. GO-2-4
LOT AREA= 170.940
sf = 3.92 acres
ZONED MR-5
LOT COVERAGE
BUILDING#
9.610
sf 5.GZ
WALKS + PAVED AREAS#
15.53G
sf 9.17.
PERMEABLE AREA,
145.794
sf 85.3Z
BUILDING HEIGHT, 1 STORY.
LESS THAN 40 FEET
PARKING PROVIDED
= 38
SPACES
SETBACKS
FRONT CBAY ROAD)#
75
ft REQ.
89.0 ft PROVIDED
FRONT CNORTH)#
30
ft REQ.
77.2 ft PROVIDED
REAR (EAST)#
10
ft REQ.
51.1 ft PROVIDED
REAR CSOUTH)s
10
ft REQ.
250.3 ft PROVIDED
PROPERTY IS LOCATED WITHIN
QUEENSBURY UNION FREE
SCHOOL DISTRICT
and
THE QUEENSBURY CENTRAL
FIRE PROTECTION DISTRICT
APPLICANT/OWNER
SCHERMERHORN PROPERTIES, INC.
79 MASTERS COMMON NORTH
QUEENSBURY NEW YORK 12804
(518) 798-0674
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PLANNING OFFICE tO
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RevWd< MAY 4A, 2001
10' REAR SETBACK Revised MAY 24 2001
Revised JUNE 12001
N 83'06'12" W 510.71'
state r- 20'
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�-- T 3 CONSTRUCTION PROCE55 UNTIL
u- �` TO 315 14
ALL LAWN AREAS ARE WELL
x 315. 3 W 313.5 ESTABLISHED — SEE DETAIL G
?; TO 315. '1 j 314.1 TO 314A
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INSTALL SEDIMENT CONTROL FENCE
` Q W PRIOR TO EARTHWORK OPERATIONS
AND MAINTAIN THROUGHOUT THE
I CONSTRUCTION PROCE55 UNTIL
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ALL LAWN AREAS ARE WELL
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< ESTABLISHED — SEE DETAIL F
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DETENTIONCHECK
VEGETATION NAIBA51N 15 UNTIL
I j \ BASIN
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! 3099 a0o0 0
LOT #5
°oop°a°
I / 170,940 sq. f t. \00' Dec 3097
3.92 acres' op0000
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CREST ELEVATION 311.0
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Site Notes
CONVENIENCE OF THE CONTRACTOR. IT IS THE $OLE RESPON5IBILIYT
OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF
ALL UTILITIES WITH THE UTILITY OWNERS.
2. IT 15 THE RE5PON51BLITY OF THE CONTRACTOR TO PROTECT
ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING
AND CONSTRUCTION.
3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS
MATERIAL OFF OF THE PROJECT 51TE IN A LEGAL MANNER.
4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES
OF ALL NEW WORK N THE FIELD PRIOR TO STARTING WORK.
ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
BEFORE PROCEEDING WITH THE WORK.
Erosion and Sediment Control Notes
1. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAY BALE DAMS) +
SEDIMENT CONTOL FENCING SHALL BE INSTALLED IN DRAINAGE 5WALE5 AND
AT THE TOE OF GRADED 5LOPE5 AS INDICATED ON THE PLAN.
2. AFTER EVERY STORM THE SEDIMENT TRAPS
SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES
SHALL BE CORRECTED WITHIN 24 HOURS.
3. ALL BARE EARTH AREAS SHALL BE 5EEDED AND MULCHED
WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION.
4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES
FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBL15HED BY
FOR URBAN ER0510THE EMPIRE STATE CHAPTER OF
THE 501L AND WATER CONSERVATION SOCIETY.
5. NO SLOPE SHALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL.
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SILT FENCE
---- --- - -- --- - --- I --- --- - - -- ---- -- _. �� / � i Data MARCH 27 2=
11 J I — — _ _- _____ --•-- �''a°l 101 P^imd MAY A 2001
Cat 0 tX?
scale r- 2a
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SHEET 2 OF 4
1 SUMMIT AS"
by OTHERS
4 FLOWERING CRABAPPLE
• BY OTHERS LOT #4
4
I SUMMIT AS"
BY OTHERS
wow 400
wow am*
'XI I SUMMIT ASH
BY OTHERS
PROVIDE PEDESTRIAN ACCESS
TO ADJACENT 51TES AS THE
SITES DEVELOP
"DO AID
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2-W2
I SUMMIT ASH
BY OTHERS loop
CIII OFF
4 CUT OFF U&4T
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By OTHERS
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EXISTING TREES
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Alt ENCLOSURE Ap.
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AR
FLAYOR-0" AFI
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100,
DEC, ETC __•
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SOT HOODS
2. THE CONTRACTOR 5HALL INSTALL 4" TOPSOIL IN LAWN AREAS AND FINE GRADE.
2. AREAS INDICATED AS LAWN SMALL BE SEEDED 'WITH LOFT'$ TRIPLEX GENERAL MIX.
OR APPROVED 14Y. AT A RATE OF 51bs PER 1000 of. STARTER FERTILIZER C5-20-5.)
AT 40 be. PER LOOO of AND MULCHED WITH STRAW OR tiYOROSEMED.
3. PLANTING SOL FOR BACKFILL OF NEW PLANTS AND PREPARATION
OF PLANT BEDS SMALL Be A MIXTURE OF I PART TOPSOIL I PART COMPOSTED
MANURE. I PART PEAT Moss AND 5-20-5 FERTILIZER AT 2 b per 20 of
4. nI FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK.
FREE or w000 ows, LEAVES OR OTHER uNic-or"ABLE MATERIAL.
5. MULCH FOR SHRUBS AND PERENNIALS SMALL BE FINE SHREDDED BARK.
PLANT LIST
SYM
BOTANICAL NAME
COMMON limit
WAN.
SIZE
REMARKS
TREES
ML
GLEDITSIA TR. INER. SHADEMASTER
SMADEMAMR HONEY LOCUST
3
3- CAL
B + a
Svc
MALUS SNOW DRIFT
SNOW DRIFT CRABAPPLE
2
3" CAL
5 + B
PO
QUERGUS rALUSTM5
MIN OAK
2
3" CAL
5+5
wri
PINU5 STROI
EASTERN WHITE FINE
3
G - 7' "T
5 + B
WF2
PINUS STROBUS
EASTERN WHITE PINE
G
3 - 5' HT
6+0
SA
FRAXINUIS PENN. LANG. SUMMIT
SUMMIT ASH
2
CAL
B + a
SHRUBS
SC
PRUNUS CISTENA
REDLEAF SAND CHERRY
3
3 - 4' MT
B + 5
0
RHODODENDRON OLGA
OLGA RHODODENDRON
4
24 - 30- HT
5+5
RHODODENDRON -PJ1 --
ril RHODODENDRON
-24--30--"T—
-5 -+-B-
BERBERIS TrNBERGI ROSE GLOW
ROSE GLOW BARBERRY
5
24 - 30"
B + 5
A
5MA BUNALDA ANTHONY WATERER
ANTHONY WATERER SPIREA
11
3 GAL _
CONTAINER GROWN
AR
TMUJA OCCIDENTALIS trjRA
DARK AMERICAN ARBORVITAE
G
3 - 4' HIT
CONTAINER GROWN
H
LEX MrSERVEAE CHINA BOY/GIRL
C41M BOY/GIRL HOLLY
7
24 - W'
B + 5
v
SYRINGA MEYERI
DWARF KOREAN LILAC
10
24 30-
5 + B
C,
15MBERIS TMUNBERGI CRMSON PIGMY
CRIMSON PIGMY BARBERRY
U
3 CAL
CONTAM GROWN
PERENNALS
ST
MEWROCALLIS STELLA D' ORO
STE" D' ORO DAYLLY
G2
I GAL
PLANT 24" or,
AST
ASTILBe JAPONICA FANAL
ASTILBE "rANAL"
30
1 GAL
RED VAR. PLANT 24" or-
hos
HOSTA MARCIqATO ALBO
VARIAGATED HOSTA
20
% GAL
PLANT 24" m
BES
RUDBE019A GOLDSTRUM
BLACK EYE SUSAN
49
1 GAL
PLANT 24" oc.
ANNUALS
IMP
IMPATIENS VAR.
IMPATIENS
144
PLANTS
VAMM BY OWNER. FLAW 8" 00
MAR
TAOCTES VAR.
MARIGOLD
72
PLANTS
j VARIETY BY OWNER. PLANT 8" or,
55F_R HOSE FRICTION GUARD
Y WIRE
3" da. CEDAR STAKES
8 ft LONG
3" SHREDri_= BARK MLXC41
31, HIGH SAUGM
AMENDED PLANTING SOL
G11 min.
y Fu=ll= ?—Ti Ile
IL
0 rzft= NOTEs
F::A I I P!T1 z '12" t* ALL TREES 3" CALIPER AND
'Pq sk
LESS SHALL BE STAKII AS
TREE PLANTIN& DETAIL SHOWN USING THREE STAKES
NOT To SCALE
R
3" SHREDDED BARK MULCH 0
C;
3*' "GM SAUCER C.. u-
ilvr
—AMENDED PLANTING SOL
ORNAMENTAL GLOBE MTURE
1W WATT r11W
MEVEILRE 50-rXLM (WATTAGE ro" Mh
LffttONA X5RMGF/G!' OR EQUAL
1-PO
rLV= ALMftfl
LlTONA OZNrNTAL P05T
10'mhE1r510/1G-CA/OCOLIAL
SHFW5 PLANTING VETAIL
iT - COLM BLACK
2-VP2
SPACING VARIES, A Z
♦ SEE PLANTING PLAN z 0-I
0- 2" FINE SHREDDED BARK KXC41 >0 E-I
3" SOL SAUCER W V H
ri
tXCOKAT1VE DA5C I. I . . I it
MANDHCkE AMENDED PLANTING SOL 0-
♦ 3/4" CAMP?"
NO PLANTeD RiCMOR NOTES THIS DETAIL SHALL
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BOLT ASSEMBLY SLED APPLY TO ALL GROUND COVER. 4)
BY MANUFACTURER PERENNIAL and ANNUAL BEDS. E-I 4)
;$
cr , 'Ile
21, rI COrOUIT 4
5MDLLE 80 PERE NNIAL BED 10
MiCkm BASE - 20, M,
SEE GotZrXIIE SpEr's NOT TO SCALE 0
SMORADE- 1"STtJRBCD OR
iCOWACTrD TO qOZ STD rPOCTOR
E-4
NALKIKAY LIGHT0z
NOT TO SCALE
V
♦
FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL.
G. THE CONTRACTOR SMALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH
THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
7. AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED COVERING ALL
LANDSCAPED AREAS AND FRONT LAWN AREAS.
amp 4
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"AND"OLC 0 BOLT BASE COVER
roLr SASE COVER 4 M."OR >
I" CHAMFER BOLATS W/LEVELING NUTS AS W
SUPPLIED BY LIGHTING MANUFACTURER WE -I z
CONCRETE FOUNDATION croRmw ABOVE GRADES E-I Cn
SMOOTH FINISH. CHAMFER ALL COMrR5 _1I
ry
f "S" CRAM
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CONDUIT CGALV STEELSz
qCP SEND. 24- RADII
J.
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#4 HOOPS W* oc. 12" OVERLAP
>
2*-0" DIAL ROUND a
40M P.S.I. =RMur—nD
Date, JAWARY 31, 2001
J U N 0 4 2001 Revbed JM % 2001
TOWN OF QUEENSBURY
UT -Off L16W DETAIL PLANNING OFFICE
NOT TO 50ALE N 7��\
NOTES 5(? 0� [6 Scale r- 27
1. SEE PLANS FOR POLE LOCATION. 0/0
2. CONCRETE TO BE SMOOTH RUBBED n49MED.
3. COORDINATE INSTALLATION WITH OTHERS TO 5t� S-3
ASSURE A COMPLETE PACKAGE WITH CORRECT
PLACEMENT OF ANCHOR BOLTS AND ELECTRICAL CONDUIT.
SHEET 3 OF: 4
1 5'-0"1 5'-0"1 5'-0" 4
POST SIGN T
AC CE55 RAM
CfNTER ON RASSAGEWAY
.. . .........
SIDEWALK
0
... . .... . ......
. ..... ..... . . --------
........ . .
. . . . . . . . . .
G" CURB 4" WIDE DIAG.
STRIPING * 2oc SMOOTH RUBBED FINISH on CURB
INTERNATIONAL and 30 * TO JI
SYMBOL OF CURB Ctyp) BLUE: BACKGROUND 3/8" x 3/4" DEEP TOOLED JOINT
ACCeSSIBITY wl WHITE SYMBOL FESERVED 1/2- RADIUS 1" 5- BROOM FINISH PERPENDICULAR TO WALK
1*1-------.....,.,.,.,.-.,.,.,.,.,.,.,.,.,.-... 0
—4- WIDE ..................
.................... CONCRETE WALK
STRIPING TYF.
SEE CONCRETE DETAIL 0
V.7 .. .......
...... .... .....
.. .........
N
.......... 4:9) P1.
x
7. PKM M.U.T.CD.
AF
G" x G NO. G/G WOVEN WIRE MERI
...................
...........................
............... I ..........
T 1> GRANULAR SUBBASE COURSE
A5f" 12
OD
4" WIDE FAINT 00 C) 00 NYS DOT SECT. 304. TYPE 4
ASPHALT
'1
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.06 COMPACTED TO 95Z STD. PROCTOR
STRIPING Ctyp) 0 —STEEL CHANNEL
0
COLOR- BLACK
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_O_ EMBED POSTS 3' INTO
A IV' dial x 4' DEEP CONCRETE FOOTING %C:)&
o
STANDARD
V._
PARKING
.. .........
SPACE 24'-0" typical SUBGRADE COMPACTED TO
qoZ STANDARD PROCTOR
NOTE* ALL MARKING FAIIqT SMALL BE WHITE
516N
A PARKING LOT 5TRIPIN6 DETAIL IMC"M CONCREM OM
NOT TO SCALE W NOT TO SCALE
TOOLED SCORE JOINT.
SEE PLAN. 5' or, NOMINAL
EXPAN51ON JOINT
SEE PLAN. 25' oc max
BROOM FINISH 'l I
PERPENDICULAR
it
TO WALK DIRECTION:`if
11;; It i; III: if
fitIll if 1 1 1
;ill iijEi:
it Mi! fit 1111 :::j 11
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it
if III: fit :ill ;1!iiii
1 1
1:1 1 Hill :11 1 1 t 1; 1;1: if
:fi itTOOLED EDGE. 1/4* RADIUS min
GRO55 5LOPE- 1/8" TO 1/4"
per FOOT CMAX 5/8" per ft.3
3G'* FENCE POST. 10' oc MAX
DRIVEN 1G MIN INTO GROUND
SILT STOP FABRIC
EMBED G" MIN N BROUND
UNDISTURBED GROUND
...........
BROOM FINISH SURFACE TYPICAL
PERPENDICULAR TO WALK
TOOLED SCORE JOINT EXPANSION JOINT SEDIMENT CwONNi�teMuiL.�rF=ENN�LC#Er-
I ZA " R. 1/2" " n0rP 1.
1?/ 0 tILA-L-N
WITH 7JF STRIP + SEALANT
GXGXG/G WWF TOOL BOTH EDGES
TOP OF SEALANT 1/2" BELOW FIN. CONC.
4.000 psi CONCRETE
GRANULAR SUBBASE
0. r NYS DOT SECT. 304. TYPE 4
04 E
COMPACT To q5Z 5TO FROG
NOT TO SCALE
. Aooc:)
J
.71 ; j
Hail i I
1 t
SUBGRADE COMPACTED TO
qOZ STANDARD PROCTOR LENGTH VARIES SEE PLAN
SWTION
ONORM KALK
NOT TO SCALE 13
10 01 1 [3 01
f PLAN
SCALE C2) 2x2x3* STAKES
3" SINGLE COURSE ASPHALT OVERLAP ENDS EACH BALE
BALED HAY OR STRAW
FINISHED GRADE
n n
GRANULAR SUBBASE COURSE
T7,
C-4 r.
aCOMPACTED To 95t STD. PROCTOR
NYS DOT SECT. 304. TYPE 4
SUBBASE SEPARATION GEOTEXTILE - MRAFI
. . A j f._:A F
x 50OX OR EQUAL F SUBGRADE 15 SOFT
...... ....
j=---
if
SUBGRADE COMPACTED TO
qOZ STANDARD PROCTOR
L11ON
ASPHALT PAVEMENT G HAY BALE FILTER DAM
NOT TO SGAL£
POST CAP max
TOP RAIL I TOP AND BOTTOM SELVAGE
WIRE TIES o 24'* or -- - - - - - - - - - - - - - - - - - - - - - -'VT'O- BE KNUCKLED
y ar w)( X y x w x )( XY x
NOT TO SCALE
FACE OF BUILDING
EXTEND 12" PAST DRIP EDGE
or G" AT GABLE ENDS
3G"
typical
#2 BROKEN OR CRUSHED STONE
FINISHED GRADE
crocp 0
Go" ALUMINUM EDGING CBLACK)
o
000
0 0
0
0
0
FILTER FABRIC
Sft
v.-
I A
62 6- (D...
0:
3 _0(
6,
COMPACTED GRANULAR BACKFILL
SAVE
TRENCH
DETAIL
1/2" RADIUS 1.. 5" SMOOTH RUBBED FINISH on CURB
FINISHED GRADE LAWN
NN
ASPHALT
NN
z
0
0 611 GRANULAR SUBBASE COURSE
NYS DOT SECT. 304. TYPE 4
IN COMPACTED TO 95Z STD. PROCTOR
5UBGRAIX COMPACTED TO
qOZ STANDARD PROCTOR ndn
POLPM IN MALE CONORM CM
NOT TO SCALE
I- IN GRASS AREAS
FINISHED GRADE FLUSH WITH PAVEMENT
- vwww_
CURB BOX CEXTEN51ON TYPE
CORPORATION STOP WITM ARCH PATTERN BASE
AND STATIONARY ROD.)
COPPER TUBING Cm STOP
CTYPE K)
tL
8" DJP. WATER MAIN
SOLID GONG. BLOCK
OR 01 FOOT PIECE
ALL WATER PIPING + CONNECTIONS TO BE IN ACCORDANCE AS REQL*M
WITH 01.110ENSSMY WATER DEPARTMENT STANDARDS.
5M1110E PIM CONNECTION MAIL
NOT TO SCALE NOT TO SCALE
SEED AND MULCH SIDE SLOPES SEW AND MULCH SIDE SLOPE$
10, 217 LONG 10,
END or CORNER POST x to, WIDE
5 1 1 311.0
X: ELEV. 311.5
STREC41ER BAR
BLACK YMYL GLAD 4— LINE POST 1:
OttAIN,LINK FABRIC WIRE TIES • 14" oc i
i;.,. if
1: Al
TENSION WIRE
FINISHED GRADE - - - - - - - / —12" 10. NY$ DOT ITEM #G40.03 LIGHT STONE FILLING
12' #2 BROKEN OR CRUSHED STONE
GEOTEXTILE FABRIC
-- ----- __LINr_ POST
• N
LINE POSTS
Co CONCRETE FOOTING 12" DIA SECTION Tf-tROUGFt ROCK FILLED GttEGK DAM
• CORNER. GATE AND END POSTS 3000 F51. SLOPE TOP TO DRAIN
CONCRETE FOOTING 18" DIA NOT TO SCALE
PSI. SLOPE TOP TO DRAIN
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CHAIN LINK FENCE
SYSTEMS INCLUDING GATES.
4 ft VINYL CLAD CHAIN LINK FENCE
NOT TO SCALE
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RECEIVED
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TOWN OF QUEENSBUpy
PLANNING—— Dato MARCH 27,2001
P&Wbod MAY 2001
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S-4
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