SCHERMERHORN, RICHARD FINAL PLAT MEADOWBROOK 2 OF 2 ---- 2'-0" MAX. FROM - --1" IN GRASS AREAS
SWALE EDGE OF PIPE
r FLUSH WITH PAVEMENT
BALED HAY OR STRAW FINISHED GRADEIN ,
D AREAS:
SAW C,UTT PAVEMENT
AND REPLACE WITH,
❑ ❑ GRADE AT UNPAVED - 1" NYSDOT ITEM 403.16 TOP )-% T��;,�,-;-•�„
❑ ❑I ___-_-j ❑ AREAS RESTORE TURF '�� - ; 2 1/2" NYSDOT ITEM 403.13 BINDER
12" NYSDOT ITEM 304.05 TYPE 4
VARIES AS SHOWN ❑ FLOW 1
ON DWG. OR AS --_- -
00 DIRECTED BY ❑ III-, - 5 MIN'ENGINEER CURB 80X (EXTENSION TYPE NTH ARCH PATTERN BASE
IN
-� _ R-
- ❑ _ j t -- NEW GRANULAR CORPORATION STOP --.
.� MATERIAL, NYSDOT �1304.05 �� AND STATIONARY ROD)
❑ ❑ - 1 i- - --1-- TYPE 4 (TYPICAL)
\ 3/4" COPPER TUBING CURB STOP
T- (TYPE K)
w
i
,l �
--'--- MACHINE BACKFILL W1 15i'
>I
> r NATIVE MATERIAL \
�' - i COMPACT - - -- 41
PLAN I EXCAVATE TRENCH WIDTH - - u -- - -- IN -O" LIFTS
MINIMUM WIDTH EQUAL zi (4' MAX. SIZE) /
TO PIPE PLUS 2.0 FT.
TYPE ""A"" TYPE "' To House
FOR CHANNEL FLOW FOR SHEET FLOW 6" D.LP. WATER (MAIN
SOLID CONC�BLOCK
(2) 2"x2' x3' STAKES - AS REQUIRE PIECE
OVERLAP- EACH BALE -
EDGES 'EXISTIN - '
\ % GROUND G \ - �-- -- SELECT GRANULAR MATERIAL (100%
LPASSING 2") TO 18" ABOVE PIPE.
1) __ Iv HAND BACKFILL 6 LIFT.
_ , _SERVICE_ I CONNECTION DETAIL
- " ID n > N.T.S. �,45
dIIIIII�LIi"n y ,.. i
PIPE—`�
,^•�� _ BEDDING 6" DEPTH,
AVEL OR
JJ -- 4" EMBEDMENT - CRUSHED BALED HAY OR STRAW H D STONE (TO 1-1/2")
- DEPTH (TYP.)
SECTION
PIPE EXCAVATING & BACKFILL DETAIL ` `
STRAW BALE DIKE
(FLOW—
EROSION BARRIER N.I.S.
N.T.S. I j
SEWER LATERAL MINIMUM GRADE 1/4" PER FOOT OUTSIDE OF BUILDING
EROSION CONTROL DURING CONSTRUCTION ---- AS REQUIRED
i
i -
- I
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES. INSIDES- � —OUTSIDE
2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A
PERVIOUS BARRIER IN THE SWALE OR DITCH. BUILDING WALL -
3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE
TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU
OF STAKES TO STABILIZE BALE-TYPE SEDIMENT TRAPS.
4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR I - VENT THROUGH ROOF I
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ,� 24" 1
- -- 4"x6" REDUCER
PROVIDE PROPER I '
5. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ��, ACCESS TO CLEANOUTS
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE AND BACKWASH VALVE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE 7
STABILIZATION. 'J �� � �� ,f\ %V�i - � .., ._
�V 3• MAX.
6, SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT \ a �`� \
j • - 4" CLEANOUT RISER
i - CLEANOUT AT GRADE W/ C.O. DECY. PLATE
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE, Q , 24" \, OUTSIDE
y2 STONE p
7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING \` Jq 3" FINISHED GRADE - 1
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND J7 BLDG. WALL
UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) `� �L��n t�-�l OI`0 R SER OUT 1
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 MULCHED
H AS REQUIRED>,>?.
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY ULC ED
. , . 4• - . . 4" WYE & 1/8" BEND COMBO 4' MIN.
8 U1iDELINOE5FOR URBAN EOSION Ec SEDIMENT CONTROL N CONTROL MEASUREMENTS To CONFORM TO NEW PORK STATE EAVE TRENCH DETAIL 4" -- SCH.40 PVC ,rr INSIDE
OR SOR-26 PVC NEW SEWER TAP BY 4" BACKWATER VALVE
(N.T.S.) 6" �'
Liu;
4" CONTRACTOR APPROVED 1
CAST IRON L--- -�- BY QUEENSBURY SEWER
UNDER HOUSE 1/4"/FT. MIN. DEPARTMENT - - 4" DOUBLE CLEANOUT
HOUSE TRAP
---- 10'-0" O.C. MAX. 4" HOUSE TRAP
w/2 CLEANOUTS / \ ECCENTRIC
REDUCER
4" BACKWATER - A - - 4" SANITARY
VALVE W/ACCESS
CLEANOUT
1 36" FENCE POST -_
DRIVEN MINIMUM 16" `
INTO GROUND --- - SEWER MAIN-
.
X
y _ - --- SILT STOP ---- _
EMBED IN GROUND ---- -�
8" MIN.
J ----.HOUSE
eo- _ -
- -T- ELEVATION RIaA(`J
24� NOT TO SCALE, NOT I'D SCALE
r
SOIL BACKFILL
� - EAVE TRENCH
O
w PERSPECTIVE EAVE TRENCH LOCATION
{N.T.S.) W tuKti a'S ,a °tn _ __ _ ._ —__ OF NE Tt^+ L�M�gAPbOFTA PROPOSED SUBDIVISIONMA�D+E 7FFORL T �a � 7-� - ----- -. _- - 36" FENCE POST .t;7L, _.!'.t�4. N. Y. UAI A2 ;x?tM.•Q .-- -- ( A`� ® 1 L.` .Z .Z �-3 .LZ.lJ ti7 C.� l l �l �.ll/�r•. .a Z,1 1 ®l �.1 V
NOTE: - ------- -- - A
PROVIDE EAVE TRENCH ALONG - =
SILT P
ALL EAVE DISCHARGE. TOP Of I'f[N f/tH c4Atly lhnt the pn.Trn�r,1 ,rraugrr.gUt (r,�Matcn cqf{��� - + - - -_ _ I T V
-- T TRENCH TO BE APPROXIMATELY �inl M•wllgr ,!',� e r ( : I1,i i :1 rl I i„pll Ilt t„'P,r•'1LIItc! y'7( U T! l_! I
o EMBED N GROUND LEVEL F.'rrlllll ,ve -- - — - - -- - -- -- - - -
r+ 8" MIN. ,�flNf,nt riu• Ic r
FLOW ,FI•�IY a,NN•".r ' ' r r t•r, n ,•� ,) Jl• If:n� If tiIEI;;,ej) - _ _. ___ --_.— __ .__ __— __. - --__._ ��a b`ai4tt/"�
`—� ,. , ,:,r• ,�I [l,P „ •�•Jg14FC 1 DETAILS
tN whirl: tiro , I,. . . , n . . 'll•r •,i tht {.r only A - '` --esr>a�`j'
i - - --UNDISTURBED GROUND L Ntt�,nlNnr,• r., "• •,: ', .1 .rt 1 I L' .,( !Lr I�tlftlir — - - -- - --- --
,o ,awr•: M.STEVES `,ea'F•: AS NOTED 3 '"28 95
...n L ..l 6r r n. ,r,.,u.u•nt:d C#)n trv44,w —J
..�1 un� t ix
� ` - --- - ;ri' Ii }I N G I N E E R I N G Project No.
� l�rltf, f.n�.� ..�,"I
i' t
SECTIONe'R.r ... f Xj No. Revisions -- Date 3Q�U E E N S 8 Ur o,nns W lease, ¢ fa��—��;
r r,.v.;."+ ?..Hirt.+ i'nT}* '.:.:--•7 R Y , N E W Y O R K
SEDIMENT CONTROL FENCE " TOWN OF QUEENSBURY N.r.s. COUNTY OFWARREN al "t.tSCIP, k Steves Surveyors
N. Y. STATE LIC. NO- 35617 MAP # 93057 LAND SURVEYORS, GLENS FALLS, NEW YORK