scan012BITUAVMMIOUS CONCRETE TOP COURSE
�-- MTUMMNOW CONCRETE BERM
!'-a' r.o
�_ LEVEL
BITUMMNWG CONCRETE
BBIR count
SPECIFIED COMPACTED
SUBBME MMATERAL
COMPACTED SLOGRADE
BIT. COW. BERM e
S -I
/P
TYP. ROAD
CATCH BABBI
N.T.S.
r -0 -
BIT. CONC.
PAVEMENT a BASE S-1
ie
SC LE, V4- • r - o-
Y'r _'.#
NT. CONC. 2
K MM S -I
1L11M AT I10 fFSTANT
LallE AND MLAO[ —•
HDPE STORM DRAIN
SEE TABU
FOUR IMPS SIZE -7
ROUND S' --J
VERTICAL CURVE RYPJ
EROSION
PROTTECTION.TOPSOIL a
KE J PER SPECIFICATIONS
.is
0
FLOW
r
�—CATCH BASIN
MATE . tAPAN'S FOUNDRY
TEMPORARY CONSTRUCTION
FILTER FAIN:
HEAVY DUTY FRAME AND ORATE CASTING
RMI [LN. AS M101CATE0 ON PLANS
PAVEMENT FNGH GRADE �pE
e• MMI. B�°CmOpTOAgR��°
MAX. I t=11 k
FLAT REINFORCED PRECAST CONCRETE
R� =�BACKFILL
—IN
W/ GRANULAR FILL
ACCORDANCE WITH THE
,DEPTH
SPECIFICATIONS
AS PER PLAN
SHALL BE NUMEAKID I Vr DEPTH COMPACTED
MIIMP
H
BMJ
To r -r IML. an NEC. STM NMGE
OM
CEMENT MORTAR IN a OUT
AND ALL AROUND PIPE. TYP.
' • • ' ' ' '1
°
ABB
°M • I=�
WALL AND BASE SECTION
r DEPTH COMPACTED
� ITUMNWA
Ir -o'
3'•0-
�•� M OAK *KOK
IS•
COMPACTED SUBGRADE
o AS SKCMI[D
W-0'
31-00
30 •
W
!4'
v4 M
DltlaD
1G'-0'
V-0-
GPT OC T
24'
SO-
ITEM 304-ItAM TYPE 4)
o
OTEXTILE FABRIC,
- AMOCO 200S OltAPPROVED [OUAL
COMPACTED SUMMGRADE
O
H�
0,
O 0 COURSE
,
D�o�7O°o o C TNI& D
O
000
it
BITUAVMMIOUS CONCRETE TOP COURSE
�-- MTUMMNOW CONCRETE BERM
!'-a' r.o
�_ LEVEL
BITUMMNWG CONCRETE
BBIR count
SPECIFIED COMPACTED
SUBBME MMATERAL
COMPACTED SLOGRADE
BIT. COW. BERM e
S -I
/P
TYP. ROAD
CATCH BABBI
N.T.S.
r -0 -
BIT. CONC.
PAVEMENT a BASE S-1
ie
SC LE, V4- • r - o-
Y'r _'.#
NT. CONC. 2
K MM S -I
1L11M AT I10 fFSTANT
LallE AND MLAO[ —•
HDPE STORM DRAIN
SEE TABU
FOUR IMPS SIZE -7
ROUND S' --J
VERTICAL CURVE RYPJ
EROSION
PROTTECTION.TOPSOIL a
KE J PER SPECIFICATIONS
.is
0
FLOW
r
�—CATCH BASIN
MATE . tAPAN'S FOUNDRY
TEMPORARY CONSTRUCTION
FILTER FAIN:
HEAVY DUTY FRAME AND ORATE CASTING
RMI [LN. AS M101CATE0 ON PLANS
PAVEMENT FNGH GRADE �pE
e• MMI. B�°CmOpTOAgR��°
MAX. I t=11 k
FLAT REINFORCED PRECAST CONCRETE
R� =�BACKFILL
—IN
W/ GRANULAR FILL
ACCORDANCE WITH THE
INDICATED ON
PLANS PIPE a SLOPE
SPECIFICATIONS
AS PER PLAN
W2
BMJ
MIIMP
H
BMJ
*�,•
e — G-
CEMENT MORTAR IN a OUT
AND ALL AROUND PIPE. TYP.
' • • ' ' ' '1
°
REINFORCED PRECAST CONCRETE INTEGML
°M • I=�
WALL AND BASE SECTION
IS-
Ir -o'
3'•0-
12' MIN. CRUSHED STONE BABE
MATERIAL, COMPACTED.
IS•
COMPACTED SUBGRADE
N DETAIL REINFORCEMENT "--- -- - -~
PROPOSED FINISHED GRADE N.T.S.
VARICI-SEE PIANS •
PRGFIL[S
NIGH DENSITY POLYETHYLENE
STORM DRAIN PIPE W/ HOPE
FLARED END SECTION a ANIMAL
GUARO. CORRUGATION COUPLING
MATCH" CONOW CORRUGATIONS
a HAVING ANCHOR TOE PIECE
SLOPE A.OA.L LINTS OF
EXCAVATION
OEOpTNE�XTILELIPEER SPECS. UNLESS SHOWN OTHERWISE ON PLANS
TSEE TABLE AT �RIONTrCS.
HOPE FLARED END SECTION
WITH ANIMAL SUR" PER SPECS.
APRON NOTES,
I. SEE TABLE FOR DIMENSIONS SHOWN AS
t-.•r,waow
2. SIDE SLOPES MAY NEED FIELD ADJUSTMENT
AS OROEREO BY ENGINEER
STONE FILLING
►MI SPECIFICATIONS
►t�rE sr�I
r
WITH FLARED
E
ANIMAL R
GUARD SECTION SPECS.
i RIP RAP
3$- MOI. r HARDWOOD FENCE
POSTS. DOM MIN. W SATO 4ROU ND
PERGP[CTIK VIEW
SILT FENCE M
- FILTER FABRIC FASTENED
TO FENCE POSTS W ITA
on NOG RINGS
YPj OF EXCppA��VATION
I SPECIFICASR
� ¢PE._.CIFIEO STONE
3B- MIN. Fan POST
MMI. STONE APRON DIMENSIONS
FILTER FABRIC
PIPE SIZE Le
0 401.1 401.1
MVI
Go
W2
BMJ
T
tN.l
H
BMJ
124
MY -00
3'-0'
r-00
16'
W
IS-
Ir -o'
3'•0-
r -o'
IS•
2P
N-
W-0'
31-00
G'-0'
W
!4'
!4-
1G'-0'
V-0-
12--0-
24'
SO-
OEOpTNE�XTILELIPEER SPECS. UNLESS SHOWN OTHERWISE ON PLANS
TSEE TABLE AT �RIONTrCS.
HOPE FLARED END SECTION
WITH ANIMAL SUR" PER SPECS.
APRON NOTES,
I. SEE TABLE FOR DIMENSIONS SHOWN AS
t-.•r,waow
2. SIDE SLOPES MAY NEED FIELD ADJUSTMENT
AS OROEREO BY ENGINEER
STONE FILLING
►MI SPECIFICATIONS
►t�rE sr�I
r
WITH FLARED
E
ANIMAL R
GUARD SECTION SPECS.
i RIP RAP
3$- MOI. r HARDWOOD FENCE
POSTS. DOM MIN. W SATO 4ROU ND
PERGP[CTIK VIEW
SILT FENCE M
- FILTER FABRIC FASTENED
TO FENCE POSTS W ITA
on NOG RINGS
YPj OF EXCppA��VATION
I SPECIFICASR
� ¢PE._.CIFIEO STONE
3B- MIN. Fan POST
FILTER FABRIC
522
E..1
�
N i
,J1
a W
EMBED FILTER CLOTH
MIN. B- INTO GROUND74
SECTION
N.T.S.
WAVERLY PLACE
PAINTED WOOD SIGN
rxr POKSwR[
TREATED POST
FIELD STONE
STONE WALL
OVER COMNACTEO SWBRApE
MRGMwrvtfWiT Wil' i' IMPUMIN ACCESS
BCALE� a/r • r -o' 8
LX'SKETCH
CAD is CURRENT/00032DETAILS
N.T.S.
*SPACE S►NIWS AS
INDICATED ON PLANS
u v.. 3- DEE! MULCH
to ° 3- HT. PLANTING MDt SAUCER
FG. W.. v ��
' CUT AND REMOVE DUNLAP FROM
. _
TOP 1/3 OF ROOT BALL
,
M. T.
`— AMENDED BACKFILL
SCARIFY SUBS
TO MIN. 4 DEPT
OL
PLANTING DETAIL --
NOTES:
'TREE SHALL BEAR SARK RELATIONSHIP
TO FINISH GRADE AS IN THE NURSERY.
' THIN BRANCHES & FOLIAGE AS DIRECTED
WHILE RETAINING NORMAL SHAPE OF
TREE. NEVER CUT A LEADER.
' TREE SMALL BE PLUMB a STRAIGHT.
ATTACH VV OALV. STEEL CABLE
TO STAKE. NOTCH STAKE TO RECEIVE
CABLE. ENCASE WIRE AROUND TRUNK
IN REINFORCED RUBW HOSE ABOVE
FIRST BRANCH. SECURE ALL Oft of
CABLE WITH G&V. CLAMS.
4' GAIN. TWV&j " EA. COLE
Wet x r CEDAR STAKES, 3 PER
TREE. STAKES TO BE SAME HEIGHT,
ONVEN IN ON AN SLIGHT STAKES TO K OOUTNK OF ROOT BALL,
NEATLY WRAP ALL DECIDUOUS TRUNKS
TO A HEIGHT OF THE SECOND LOWEST
BRANCH ,FALL PLANING ONLYI
r HT. RANTHNG MBX SAUCER
3- DEPTH PINE BANK MU LCI*
PULL MULCH AWAY FROM TDMA L
AMENDED PLANTING IRK tXIMMCTEo
CUT ROPE SURROUNDING BOTTOM OF THEE
TRUNK AFTER BAOUXL G BUT BEFORE
MULCHING. DO NOT REMOVE BUNkAP.
NATIVE SOL DRAINAGE MOUND,
COMPACTED TO On
1IN018T1My[p fUGGRADE
DECIDUOUS TREE PLANTING
LAST HAYSALE PERPENOM U.M
PROVIDE MIRE OR TWINE TO OTHERS
BOUND HAY BALESDURINPROVIDE 2-r x 38 x 4B• LOGO
EROSION
CONSTRUCTION AS WOODEN STAKESR IB- eO.R MS REARS. DAM STAKE
EROSION tOMTROL. OR RESA- 240 INTO GROUND.
ANGLE FIRST STAKE on MAR TOWARD
T 4N PREVOWLY LAID BALE.
:
APPMX. !S
if i.
BACKFILL AND
ENDS SHALL TIGHTLY COMPACT THE
ADAUABUT SIL
L
DJACENT BALES / ON THE UPHILL
SIDE OF THE SALE.
NOTES: SECURE BALES IN 4' DEEP
' BALES SHALL BE MAINTAINED a REMOVED TRENCH APPROX. 2% FROM
ONLY AFTER ACCEPTANCE OF SEEDED AREAS. PERPENDICULAR TO THE SLOPE
HAYBALE INTERCEPTOR SHALL SPAN FULL WIDTH OF
DISTURBED AREA.
HAYBALE INTERCEPTOR/DIKE
SEa�0t4F1F
toc"
USE FILTER FABRIC UNDER GRATE
TO CONTROL SEDIMENT RUNOFF.
FABRIC SHALL BE MAINTAINED AND 6ANE
ON A REGUt.AR BASIS IEEE NOTIE °
NOTE, FILTER FABRIC SHALL BE MAINTAINED a REMOVED
ONLY AFTER ACCEPTANCE OF ROADWAY
FILTER FABRIC SHALL BE CLEANED PERIODICALLY
TO KEEP CATCH BASIN WORtMN PROPt:RLY WWL.E II PLACE
AT REMOVAL Of FILTER FABRIC ALL CATCM SAS MS SHALL
BE CLEANED OF DEBRIS AND SEDIMENT
FILTER FABRIC INLET PROTECTION DETAIL (PAVEMENT)l
IOTA'.!:
'TREE SPALL BEAR SAM[ RELATIOIMIM
TO row MADE At 0 TIK M im 1.
'NEVER CUT A LEAD[II.
'TREE SNAIL BE FLUMS 4 STAANWT.
INSTALL 3 GUYS PENT TREE NU ALLY
SPACED AROUND RODTSALL, ATTACH
VS' WV. STEEL CABLES • !/3 HEIGHT
OF TREE. FROYI REINFORCED RUBBER
HOLE TO ENCASE "a MOUND TKNIL
SCGIIE ALL ENDS OF COLE W/ $ALV.
r BAIv. TMIHBUA,[ EA. CABLE
3' i X r -o' CEDAR STAKES, 3 PER
STAKES DRIVER
ITO SES AT A OUTSI SOF TARE[ PIT.
r HT. PLANTING MDI SAUCER
8' DEPTH PNIE BARK MULCH,
PULL MULCH AWAY FROM TWA L
AMENDED "Two MK COMPACTED
CUT ROPE SUNNI puns BOYTOM OF TREE
rRUNK AFTER L4004LLING SER KFORE
WAXWNG. DO NOT REMOVE BURLAP.
VATWE SOIL DRAMAGE MOUND,
COIMACTED TO $a%
JNDISTURYEO SUMIGRAOE
EVERGREEN TREE PLANTING
STANDARD STRENGTH FILTER FILTER FAMNC
FABRIC NOT TO BE USED WHIM ALL AROINNO
WATER ABOVE THE CATCH &ASMI
WILL CAUSE PONDWO AT LOW W III. LEWTK r SO. NARDWIDDB
POINTS ALONG ROADWAYS F I' 0� � W
FILTER FABRIC FASTENED
INICUIELY TO FENCE
POSTS W/ STAPLES
OR HOG RING
FLTLVa WATER
WOWED % GRATE
JRUNIOFF WATER W/
12'
•
CATCH BAIRN BURED FILTER FAMIC
OR DRYWELL
FILTER FABRIC INLZT e!®outt
NOTES:
1. FILTER iA&RIC FENCES SHALL BE REMOVED WHEN TINE UIPiLOPE ,A HAS BEEN
PERMANENTLY STABILIZED.
2. FILTER FABRIC FENCES SHALL BE INSPECTED IMEDATELY AFTER EACH "WALL
AND AT LEAST DAILY OUNMNO PROLONGED RAMMAL.L. ANY NECESSARY REPAIR$ OR
REPAIRS DIRECTED BY THE RESIDENT ENGINEER SHALL AS MADE IMMEDIATELY.
INLET PROTECTION (TURF) -
N.T.S.
MEL ._.J ' VMS S OEFART W
TOP 'STOP' CPN Q
M.U.T.C.D. RI -10
XXXX ST. sTnEcr SIGN O
M.U.T.C.D. 13 -IC
SPEED
LSIIIT "SPEED LIMir SIGN C�
1130
M.U.T.C.D. R2 -IC
SMAGE DETAIL
r -O'
ITMiDA10 COLL�A�RyAN1�(�
STD pARpPQNNTED BLACK
GROUND SURFACE
ZICYILL TO BE TAMPED
the LA group
tawkspe ArchAwture
and Engineering, P.C.
40 Long Ailey
sarawlia sprim
New Yx;g,k 128M
518/587-8100
TOW" 518/587-0100
Unauthorized alteration or
addition to this document
is a violation of Section
7M of the New York Stats
c the IA Group 2000
Design MDB
IDDrawn BMF
Checked MDB
u
" ..
1 ��Y
'0 1
A c3.rov C�
lir'1
a
W G
V
< awB.
a �z
w
aL
� o� a
a�
GO
Revisions
09/07/00 Town 2y=2n
09/30/00 Town o *ti..'.
Project 00032
Date 7 26 00
CAD # 00032DCTAILS
Drawing
SD -1
E..1
H�1
a
w
O
H�
O�T
►-'a
E..�4
N
w
w
a
H
o
lir'1
a
W G
V
< awB.
a �z
w
aL
� o� a
a�
GO
Revisions
09/07/00 Town 2y=2n
09/30/00 Town o *ti..'.
Project 00032
Date 7 26 00
CAD # 00032DCTAILS
Drawing
SD -1