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Cou l f e r Mc Cormaci
/ t c n d Survey o es
NOISIAIa 30UJ SA J
�iV1S �o i Q I s� n eur yor,�IV
EXHIBIT F
10I ///3
ROUND
POND
REMOVE TREES AS NECESSARY TO FACILITATE GRADING.
RELOCATE EXISTING GRAVEL ACCESS ROAD do RESTORE TO
ORIGINAL SURFACE CONDITION.
0
PROTECT EXISTING TREES
DURING CONS
TRUCTION
B.M. "B"
EL. 402.79
HIGH POINT ON R.R.
SPIKE IN SOUTH SIDE OF
15"0 CEDAR TREE
SILT FENCE (SEE EROSION —
CONTROL NOTES ON DRAWING
C-2.)
081
0
o �
.n
wz.xY
� swq-�rJ�cr
..n
u:;::'.n:� .x.. .n::Y.x.:'.:.....u.y'.x::n::::: �'.x.`x°ci:"tzX•'a`xn_::.`:o^c: .
:
xx xx
T
ffm
NORTH SIDE OF LOCKER
— — ROOM BLDG. IN BASE— -I 1
_ ................. .
_ _��
EXISTING MENT FLOOR. I
O�RHEAD p EXISTING LOCKER HOUSE
1 PATIO I 416.
STORM WATER RECHARGE AREA
DRYWELLS — T.O.G. EL. 405.75'
REMOVE EXISTING TREE
/— EXISTING ABOVE GRADE OIL STORAGE TANK.
DRAWING NOTES
1. UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE PHYSICAL
EVIDENCE AND ARE SHOWN TO DEPICT GENERAL UTILITY CONNECTIONS
RATHER THAN EXACT LOCATIONS. THEIR LOCATIONS SHALL ONLY BE
CONSIDERED APPROXIMATE. RIST—FROST ASSOCIATES, P.C. MAKES NO
CERTIFIC ATION AS TO THE ACCURACY
CU ACY OF THE UNDERGROUND UTILITY
CONNECTIONS AND LOCATIONS AND OTHER UTILITIES MAY EXIST THAT
ARE NOT SHOWN.
2. PROTECT AND MAINTAIN ALL UTILITIES DURING CONSTRUCTION.
3. VERTICAL ELEVATIONS ARE BASED ON USGS SEA LEVEL DATUM.
HORIZONTAL DATUM IS ARBITRARY.
4. EXISTING CART PATH TRAFFIC MUST BE MAINTAINED DURING
CONSTRUCTION. PROVIDE TEMPORARY PATHS, AS NECESSARY, WITH
APPROPRIATE SIGNAGE TO REDIRECT CART TRAFFIC.
5. THE EXISTING 12" DRAINAGE PIPE SHALL REMAIN IN PLACE WITHIN
THE 75' SETBACK. THE UPSTREAM PORTION OF THE PIPE HOWEVER, IS
REPUTED TO EXTEND BENEATH THE CART STORAGE BUILDING AND MAY
REQUIRE RELOCATION OUTSIDE OF THE BUILDING LINE. CONTRACTOR
SHALL VERIFY LOCATION OF EXISTING DRAINAGE PIPE AND RELOCATE
DRAINAGE PIPE, AT ADEQUATE SLOPE AND COVER, AS NECESSARY, TO
FACILITATE CONSTRUCTION. RELOCATION SHALL BE VERIFIED BY
ENGINEER AND SHALL BE PAID FOR BY CHANGE ORDER.
6. EXISTING WATERLINE RELOCATION SHOWN IS APPROXIMATE. CONTRACTOR
SHALL FIELD LOCATE WATERLINE AND VERIFY WITH ENGNEER THAT
RELOCATION, AS SHOWN, CAN BE UNDERTAKEN. ABONDON EXISTING
WATERLINE BETWEEN NEW CONNECTIONS BY PLUGGING ENDS WITH
CONCRETE.
7. PRIOR TO BUILDING CONSTRUCTION, CONTRACTOR SHALL FIELD LOCATE
AND DETERMINE INVERT ELEVATIONS OF THE EXISTING SANITARY SEWER
LINES AND VERIFY WITH THE ENGINEER THAT LINES CAN BE CONNECTED
INTO A SINGLE SANITARY SEWER LINE, AS SHOWN, AND CONNECTED
DIRECTLY TO THE PUMP STATION. CONNECTION AT THE PUMP STATION
SHALL MATCH THE EXISTING PUMP STATION INLET ELEVATION. EXISTING
SEPTIC TANKS SHALL BE ABANDONDED IN PLACE AND 4" VENT PIPE
AND TANK COVERS SHALL BE REMOVED. TANKS SHALL BE PUMPED,
CLEANED AND FILLED WITH LEAN PORTLAND CEMENT CONCRETE FILL
MIX. TANK COVERS AND/OR ROOF SHALL BE REMOVED AS REQUIRED
TO PROVIDE MIN. 6 INCHES OF COMPACTED GRANULAR FILL BELOW
NEW FLOOR SLAB.
8. MAINTAIN A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER.
9. CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS WITH OWNER AND
MINIMIZE INTERRUPTION OF EXISTING SERVICE.
10. DISCONNECT EXISTING 208V-30 FEED TO TENNIS COURTS FROM 200A
FUSED DISCONNECT SWITCH IN CART BARN. PULL FEEDER BACK TOWARDS
TENNIS COURTS AS NECESSARY TO BURY EXISTING CONDUIT DEEPER IN
ORDER TO MAINTAIN GROUND COVER AS REQUIRED BY THE NEC AFTER
SITE WORK IS COMPLETED. PROVIDE NEW WEATHERPROOF JUNCTION BOX
ON EXTERIOR OF NEW CART STORAGE STRUCTURE AND SPLICE A NEW
FEED FROM MDP-1 TO THE EXISTING TENNIS COURT FEEDER.
11. COORDINATE RELOCATION OF EXISTING OVERHEAD ELECTRIC SERVICE
WITH UTILITY. SEE DRAWING E-1.
12. DISCONNECT EXISTING 120V-10 FEED TO PUMP IN FAIRWAY FROM
15A CIRCUIT BREAKER IN EXISTING PANEL. PROVIDE NEW WEATHER—
PROOF JUNCTION BOX ON EXTERIOR OF NEW CART STORAGE STRUCTURE
AND RE—ROUTE EXISTING FEEDER AS SHOWN AND SPLICE TO A NEW FEED
FROM MDP-1.
13. CONTRACTOR SHALL TAKE REASONABLE CARE IN EXCAVATING IN
REPUTED AREA OF 12" DRAINAGE PIPE. CONTRACTOR SHALL REPAIR
DRAINAGE PIPE TO "AS NEW* CONDITION IF DAMAGE OCCURS.
420
LEGEND
EXISTING CONTOUR
NEW CONTOUR
— — — —
EXISTING CONSTRUCTION FOOTPRINT
NEW CONSTRUCTION FOOTPRINT
— —EX. 40W.— —
EXISTING WATERLINE
— — — 4"W.— — —
NEW WATERLINE
— — — UE— — —
UNDERGROUND ELECTRIC
�\ `\E\\
EXIST. UNDERGROUND ELECTRIC
TO BE REMOVED OR RE—ROUTED
[ — ]
EXISTING BIT. PAVING
NEW BIT. PAVING
— — OE— —
EXIST. OVERHEAD ELECTRIC
— —EX. 4"S— —
EXIST. SANITARY SEWER
— — —4"S— — —
NEW SANITARY SEWER
407.5 x
SPOT ELEVATION
I ��J v� �- - .. _ .. _ .. - _ - REVISIONS DRAWN/DESIGNFn ENGR.
GLENS FALLS COUNTRY CLUB +�q.
ADDITIONS & ALTERATIONS SCALE 10'-0" ,BADE
��1 V
APP V
EXISTING BIT. PARKING AREA motion DMA F�l 2�1 1�2 � c
SITE PLAN
TOWN OF QUEMBURY BUILDING DEPARTME&� PROJECT No. P
Based on our limited examination, 91-1540
compliance with our comments Shan
not be construed as indicating the
plans and specifications are in full
compliance wig the code.
422
TOWN OF
BUILDING �
FILE c�?y RENT
DATE
BURY.:.,
422
DEPT,
03 ISSUED FOR CONSTRUCTION
0 ADDED ELECTRICAL INFORMATION
01 ISSUED FOR REVIEW
00 ISSUED FOR PLANNING BOARD REVIEW
NO. REVISION DESCRIPTION
7-8-92
EPH
KMR
2-28-92
EPH
TGP
I-29-92
EPH
TGP
DAj
BY
fOCHKID
/ARCH.
E
MANAGFER
¢7 MANAGE;
�.L.
DRAWING NO.
R' C 0UT GLENS FALLS,
i u . .... ....... I NEW YORK c
RIST—FROST ASSOCIATES, P.C. LACONIA.
CONSULTING ENGINEERS NEW tiAMPSHIRE DWG. NAME Isle
ARCHITECTS 154OC-1 SK
1 SURVEYORS //�� REV
i
c urrT nc T� RRE
„m
36" MIN.
FENCE POSTS,
FINISH GRADE
DRIVEN MIN. 16" INTO
GROUND.
FILTER FABRIC SHALL BE
MIRAFI 100X OR EQUIVALENT
EROSION CONTROL DURING CONSTRUCTION
C ON
SECURED TO WIRE WITH METAL
CLIPS OR WIRE SPACED EVERY
24" AT TOP AND MIDSECTION.
�I
1. PRIOR TO CONSTRUCTION, INSTALL SILT FENCE, AS SHOWN, TO THE
WOVEN WIRE FENCE,
OVERLAP SECTIONS BY 6".
WEST OF THE SITE, AS CLOSE TO THE DISTURBED AREA AS POSSIBLE.
14 1 /2 GAUGE WITH
THE AREA BELOW THE FENCE MUST REMAIN UNDISTURBED. FENCE
6" MESH SPACING.
j
MAINTENANCE SHALL BE PERFORMED AND MATERIAL REMOVED AS NEEDED.
.. w
Z
REMOVE FENCE ONLY AFTER ALL UPSTREAM AREAS ARE PERMANENTLY
N
STABILIZED.
,. MIN.
OF
w
EXCAVATE TRENCH WIDTH Q
,
2. ALL BARE EARTH AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED
HEIGHT
MACHINE BACKFILL W /
`� 3
AS SOON AS POSSIBLE AFTER CONSTRUCTION. TEMPORARY SEEDING AND
t
FILTER
MINIMUM WIDTH EQUAL SUITABLE BACKFILL
MULCHING SHALL BE USED AS NECESSARY, IF PERMANENT MEASURES ARE
+
i
TO PIPE PLUS 14 . MATERIAL. COMPACT IN
NOT UNDERTAKEN WITHIN 10 DAYS.
y
12" LIFTS TO 95�
+
MAXIMUM DENSITY
3. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
+
i ' MIN•.
(MODIFIED PROCTOR)
LATEST EDITION OF NEW YORK GUIDELINES FOR URBAN EROSION AND
+
8"
PIPE
SEDIMENT CONTROL AND THE TOWN OF QUEENSBURY CODE SECTION 179-
/
65.
i
SELECT GRANULAR MATERIAL (100%
EMBED FILTER CLOTH
PASSING 1 /2") TO 6" ABOVE PIPE.
INTO GROUND
: -1I I I
- -
I I
-III —III —III —III—)
- - -
—III —III —I
I I
1I-
O HAND BACKFILL, AND TAMP IN 6" LIFTS.
—) -III
-III
BEDDING 6" DEPTH,
-I
—III-1 I i-III-
SAND (TO 1 /2").
METAL POSTS, 10MAX. -III-III-III-I
I
1. GRADE TRENCH BOTTOM TO PROVIDE A SMOOTH, FIRM, STABLE, AND
CENTER TO CENTER. I
I —III —III —III—
ROCK -FREE FOUNDATION, THROUGHOUT THE LENGTH OF THE PIPE.
2. REMOVE UNSTABLE, SOFT, AND UNSUITABLE MATERIALS AT THE
SURFACE UPON WHICH PIPES ARE TO BE LAID, AND BACKFILL AS
INDICATED ABOVE.
SILT
FENCE
3. SUITABLE BACKFILL MATERIAL SHALL BE FREE OF DEBRIS, FROZEN
MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER
N.T.S.
UNSTABLE MATERIALS. (ASTM D24 87 SOIL GROUPS GW, GP, GM,
SM, SW, AND SP.
SAW CUT & TACK COAT
EDGE OF PAVEMENT
NEW BITUMINOUS PAVEMENT
MATERIAL TO MATCH EXISTING
EXISTING __"A 4"
PAVEMENT
6"
SUBBASE COURSE, NYSDOT
ITEM 304.03, TYPE 2
ZREMOVE UNSUITABLE MATERIAL
& RECOMPACT TOP 8" OF
SUBGRADE. WHERE FILL IS REQUIRED,
PROVIDE SELECT GRANULAR FILL
NYSDOT ITEM 203.07
TYPICAL SECTION BITUMINOUS PAVEMENT
N.T.S.
PROVIDE LIGHT DUTY MANHOLE
SLOPE FRAME AND COVER. CAMPBELL SLOPE
-� 1351A OR EQUIVALENT.
vp�o-0-voo"vo oo-�D000 00000 0000000r I 1O00O00 000onn
op 01 pop
0 " 0000
t
8" EQUALIZATION
PIPE, PVC SDR35 2'-8"
ASTM D3034
wk
0
o
�o
0�
01
0
0
0 00 0
STONE 0 o p o
1'-0",0 p0
O
0 00
Op000
r�
0 O O
0
JO Ot
NYSDOT
STONE FILL SHALL CONFORM
4-0" I.D. PRECAST CONCRETE
ITEM 207.03
TO NYSDOT STAND.SPEC.
DRYWELL AS MANUFACTURED
GEOTEXTILE
SECTION 703.02, COARSE
BY FORT MILLER OR EQUIVALENT.
UNDERDRAIN
AGGREGATE,TYPE 3A.
STORM WATER RECHARGE BASIN
DRY WELL - DETAIL
N. T. S.
TRENCH EXCAVATION & BACKFILL DETAIL
N.T.S.
FINISH PAVEMENT GRADE
PLACE AND COMPACT
BACKFILL IN 8" LIFTS
TO 95% MAXIMUM
DENSITY (MODIFIED
PROCTOR)
8" OUTLET PIPE, PVC SDR35
ASTM D3034, INV. 404.3'
TYPICAL CATCH BASIN
N.T.S.
HEAVY DUTY FRAME AND GRATE
CAMPBELL 2816A OR EQUIVALENT.
2'-6" x 2'-6" x2'-6" ID
PRECAST CONCRETE CATCH
BASIN AS MANUFACTURED BY
FORT MILLER OR EQUIVALENT
DESIGNED FOR AASHTO HS20
TRAFFIC LOADING.
BOTTOM OF CATCH BASIN
SHALL BE 3" BELOW INVERT
OF OUTLET PIPE
ITEM 207.03
GEOTEXTILE
UNDERDRAIN
STORM WATER RECHARGE BASIN
SECTION ITYP.1
N.T.S.
ISSUED FOR CONSTRUCTION
ISSUED FOR REVIEW
ISSUED FOR PLANNING BOARD REVIEW
REVISION DESCRIPTION
0
PAVEMENT
FINISH GRADE
PLACE AND COMPACT SUITABLE
BACKFILL MATERIAL IN 12" LIFTS
TO 95% MAXIMUM DENSITY.
(MODIFIED PROCTOR) '
JOINTS BETWEEN SECTIONS
SHALL BE SEALED WITH A
FLEXIBLE ALL-WEATHER
BUTYL ROPE
PROVIDE
"A-LOC" GASKET
OR EQUIVALENT
FOR EACH PIPE
CONNECTING TO
MANHOLE
2��
HEAVY DUTY MANHOLE FRAME AND COVER
CAMPBELL 1502 TYPE A OR
EQUIVALENT.
SET MANHOLE FRAMES
FLUSH WITH EXISTING GRADE;
ANCHOR FRAME TO MANHOLE
TRANSITION SECTION.
M.H. STEPS 1 PRECAST MANHOLE SECTIONS IN
ACCORDANCE WITH ASTM C-478, AS
MANUFACTURED BY FORT MILLER OR
EQUIVALENT.
4'-0"
SLOPE CONCRETE BENCH
1 FT. TO 0.8 DEPTH OF PIPE
(MIN.) FORM SMOOTH
INVERT CHANNEL.
6" GRANULAR MATERIAL
NYSDOT ITEM 203.07
SANITAI IY SEWER MANHOLE DETAIL
N. T. S.
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l8/92 EWB TGP
(29 92 EWB TGP
DATE I BY CHKD:
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ADDITIONS & ALTERATIONS ASSCALNOTED TZ'141C
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DETAILS ROJECT NO. PIT Cft 1101ANA(
91-1540
RAWING NO.
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RIST-FROST ASSOCIATES P.C.
CONSULTING ENGINEERS LACONgA,
NEW H/AMPSHIR
ARCHITECTS 1540C-2 DISK #1
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