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\ RACKETTS COURT DESIGN:
v°OwD;Q v \ ` `� 3 O'' PROPOSED SPEED LIMIT:15 MPH
o N \t \\ / `� Q<v / STOPPING DISTANCE: 80 FT.
RATE OF CURVATURE:K=10
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! I / "'�°r c"J �� °� <ond / E 30'-0"RIGHT-OF-WAY WIDTH
A, Roye�yw Or S8 SEE PLAN & PROFILE & SHEET 2
NEST HOLE #1 / 2g J� 4� // - -_llsFS 04, "' 44 X_ T-0" 16'-0"PAVEMENT WITH 7-0" '
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��l ,�� , / �!/ oFr• I 1704, �' I "MIN.TOPSOIL AND SEED
C ,t I a 59 O /is O �� / 6"ASPHALT CONCRETE BINDER BASE COURSE(SCDPW ITEM 51FX) RAINAGE SWALE
wetlond ,� r e / / \\ / ,' 0a ry^ �'45 / F �F<</ I / O� *6"MIN.STABILIZED SOIL BASE SCDPW ITEM 2-SB *NATIVE MATERIALS MAY BE USED FOR THE
,(, �-1� �i ISUBBASE IF IT IS DETERMINED
�� .., �h s / ACCEPTABLE BY THE ENGINEER.OTHE
I / ! o�' PROVIDE 2 — 8"0 N-15 ADS
/ g2 I , TYPICAL PRIVATE ROAD SECTION SUBGRADE MUST BE FREE OF DEBRIS AND
edge °f Morah I o4 Q� CULVERT PIPE UNDER DRIVEWAY
1Oa UNSUITABLE MATERIALS AND COMPACTED TO
�� / / tiG � , �Q� ss� F SFpT, /It SEAT/ NOT TO SCALE 95%MAXIMUM DRY DENSITY.
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I O ✓ / � / / 4> (ond �,Fll rA�O ,/ ^^�� ;/ Al ryy �F�/NC p�„cc��' /q• fo,� nog, ° DRAINAGE CALCULATIONS:
! / AOSry° �OpF �a0 D� & q?°� 16'WIDE RCA ROAD DRAINAGE CALCULATIONS:
eG\S. Corso �°Wr��nfth
A ! / / \5 e F,t,2p / q/ba fOn„ now REQUIRED DRAINAGE:
40).�F<0,6 t�4°w�q�.�q��aoF� 16'X 1.0 X 2'712'=2.67 CFIFT
/ 3 / °Jrh DRAINAGE PROVIDED:
I �e°� y�P`�0 a o ion WF<4 PROVIDE DRAINAGE SWALE(SEE DETAIL BELOW): 3.0 CFIFT>2.67 CF/FT
1 / SFAT�C O JOhn fO�nenOw
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\ N �O / WELL (TYP.) / \ qC °n \�
�' I ry 2
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(TYP.) \�_� \ �/ _'F��c / / ion
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tO eryRo �<<i/V0 °n
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\ ,�` i (/ O 44 SILTY SAND&GRAVEL SILTY SAND&GRAVEL /� A
do ��/ p�F<(/ FAT/C �� / /\\/�\/�\/N
�o FAT/C O NSF I\ / Rr�q�Fa 4"GRAVEL AT BOTTOM OF SWALE
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c��-V WO°° �(� `� `r a °n C/e f SAND&GRAVEL
Tie Line_ _� O�<v�vae°r C( e / e W/ROCKS
.Cr DARK SOME SILT
N89'07'16"W 319.55' \ �� r'e �� W
SAND&GRAVEL E E I V E D
0 firer �� e� • ,° FC` W/ROCKS 11.0' WATER (— — -- --
�` 1 TAE
ELBL2.8 NOTES: DEC 3 0 2024
\ Ap
/ e j+' WATER IN DARK 1. THE FIRE APPARATUS ROADS SHALL BE DESIGNED AND �______-_
/ S WATER IN DARK 15
0 TABLE SAND&GRAVEL MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE Southold Town
La}, SAND&GRAVEL E.L.-1.0 APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE ALL Planning Board
•�Q \ / '1(J )� WEATHER-DRIVING CAPABILITIES.WI ROCKS 17•0� 17 0, REVISIONS
2. PROVIDE NOTE THAT:A WATER SUPPLY CAPABLE OF SUPPLYING
\ TEST HOLE WITNESSED BY SCDHS TEST HOLE WITNESSED BY SCDHS THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
ON 10/5/16 ON 10/5/16 PROVIDED IN SUCH A MANNER THAT NO BUILDING IS MORE THAN
\ GROUNDWATER ENCOUNTERED AT GROUNDWATER ENCOUNTERED AT 600 FEET FROM A WATER SUPPLY. Plans are prepared by Condon Engineering,P.C. It is a violation of the '` pSEPN �+ 0 '
15' BELOW GRADE. 1 1' BELOW GRADE. New York State Education Law,Article 145,Section 7209,for anya 4'
person unless acting under the direction of a licensed Professional �. � "
Engineer,Architect,or Land Surveyor,to alter any item in any way.If an
item bearing the seal of an Engineer,Architect,or Land Surveyor is t~+
altered,the altering Engineer,Architect,or Land Surveyor shall affix to
the item his/her seal and the notation"Altered by"followed by his/her c} '
signature and the date of such alterations,and a specific description of
NOTES: the alteration.
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM S51�N
EXISTING ELEVATIONS ARE SHOWN THUS: 50.o S.C.T.M.: DIST. 1000 SEC. 17 BLK. 06 LOT. 14.2
EXISTING CONTOUR LINES ARE SHOWN THUS: ---------s0------
2. ZONING USE DISTRICT: R-80 Condon Engineering,ineerin P C TUTHILL - SOUTH DYER
3. WETLAND AREA = 638,161 sq. ft. MAIN ROAD
4. THERE ARE NO EXISTING SEWAGE DISPOSAL FACILITIES 1755 Sigsbee Road ORIENT, NY
ON EXISTING PROPERTY. Drawn by:JJC OF
5. REFER TO THE CORRESPONDING ROAD AND DRAINAGE PLAN ON FILE Mattituck, New York 11952
WITH THE SOUTHOLD TOWN PLANNING DEPARTMENT, FOR ADDITIONAL Date: 12/26/2024 (631) 298-1986 (631) 298-2651 fax FINAL ROADWAY &
DETAILS AND SPECIFICATIONS FOR ROAD AND DRAINAGE CONSTRUCTION. www.condonengineering.com DRAINAGE PLANS
Oq
PROPOSED RESIDENTIAL END RACKETTS Cn
10' WIDE/ BAY ACCESS COURT \
EL. 8.30 I / U1 N)
C ,l
- - - - - - - - - - - - - - - - - - - - traveled dirt road / O
S34 09 00 W 353. 40 I Ln , _ — — — — — — — 30' WIDE RIGHT OF WAY
� 264 � S32°34'40 �11�
DWELLINGI� D i RACKETTS COURT sy' �y'
1 8( STA. 8+13.12 16'WIDE RCA N
USES PRIVATE (WELL m z +o0 148 98 27' _ �, L 200. 16 r
Land nolw or (}� AD 0 '
A
� Cyr
� -- - - -- o � o 0 0 0 � � formerly ,of:
formerly of: ° 88' --- ---� — ------ ---- --- -- ------ --- o do
Stephen & Charlott6\ Wagner so Crl °° °o _� '�� _ o _ o _ �? South Oyster, LLC.
0) \
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: .�;�' SINGLE FAMILY n, � /
C I ' DRAINAGE SWALE ` tom, ti
m RESIDENCE tcli
= O i g CD
CONTINUOUS ALON N / Frame House
Cn < � �'� 0 WEST SHOULDER , ; , A / 16'WIDE RCA
D -` LUI 0 16'WIDE RCA `" >
n rD° ° — �.� — — — — — =_ / > > Fr. ROAD
D o 3 a / ,`` SINGLE FAMILY SINGLE FAMILY ��� ROAD �� Gar.
Z CD SINGLE FAMILIS A 0+60 RESIDENCERESIDENCE ;' ` '�o o �o 0 0 0 % o
�. 9 ►� Lcia �. / S RESIDENCE L. 9.84N ` fir--- - - '-2�7J�1 _ _ cam, _ —_ _ ,� #�3°to ------ -,Z=—�o - ---- D
° - 24.75' WIDE Private ROW
�o
°' 200 \
�,.. X- � � o r Or S32034'40"W 35 4,6 \ GHT OF WAY
\ � r 0 CD M
- - - --- - - - - (aka Rackett s Ct.
v
_ IV � -p a DRAINAGE +
ctq00 N rn SWALE \ r d "' \\ o�
\ C'J -P zo CONTINUOUS o ° � a -
T n ;_, - rn --� o = ALONG WEST o- > 0- °-
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I I GARAGE / ''
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CD 1 �
148' 148' 148'
1 1 CD
- - o / 443 28' '
00
S32 44 50 W /
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RACKETTS COURT PLAN
SCALE: 1"=50' T �
30
TURNING POINT EL.19.41
HIGH POINT STA. 1+34.33
PVI STA.1+50.00
PVI El..19.33
A.D. =3.83
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10 - - o 0 10
DEC Q 2024
EOP WEST SIDE:CL ELEV.-0.16' z a
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W o WSouthold Town -- REVISIONS
PROPOSED GRADE i,, z Q
> Planning Board
DATUM 5 z DATUM
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0+60 0+50 0+00 8+79.62 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
SSt4N
S.C.T.M.: DIST. 1000 SEC. 17 BILK. 06 LOT. 14.2
RACKETTS COURT TURNAROUND PROFILE RACKETTS COURT PROFILE Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. TUTHILL - SOUTH DYER
SCALE: 1"=50'HORIZONTAL SCALE: 1"=50'HORIZONTAL New York State Education Law,Article 145,Section 7209,for any MAIN ROAD 2
person unless acting under the direction of a licensed Professional 1 n 1755 Sigsbee Road
5 VERTICAL 1 5 VERTICAL Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC ORIENT, NY OF
item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952
altered,the altering Engineer,Architect,or Land Surveyor shall affix to (631) 298-1986 (631) 298-2651 fax
the item his/her seal and the notation"Altered by"followed by his/her Date: 12/26/2024 FINAL ROADWAY &
signature and the date of such alterations,and a specific description of www.condonengineedng.com
the alteration. DRAINAGE PLANS
EROSION CONTROL NOTES:
1. DURING THE COURSE OF CONSTRUCTION,THE USE OF EROSION AND SEDIMENT CONTROL MEASURES WILL BE NECESSARY IN ORDER TO PREVENT SEDIMENT FROM WASHING ONTO
ADJACENT OFF-SITE AREAS,WATERWAYS,DRAINAGE INLETS,RECHARGE BASINS,ETC. THE FIELD CONDITIONS ON THE SITE WILL DICTATE WHICH EROSION CONTROL MEASURE(S)MAY
BE NECESSARY DURING CONSTRUCTION. THE SPECIFIC EROSION CONTROL MEASURES UTILIZED SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
CONTROL,LATEST EDITION".
THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS DESCRIBED BELOW OR AS DIRECTED BY THE LOCAL MUNICIPALITY:
-SEDIMENT SHALL BE CONTAINED ON-SITE AND SHALL NOT BE PERMITTED TO ENTER ADJACENT PROPERTIES,PUBLIC ROADS OR DRAINAGE SYSTEMS.SILT FENCE,HAY BALES,ETC.
SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE,
EXISTING VEGETATION TO REMAIN AND SHALL REMAIN UNDISTURBED AND SHALL BE PROTECTED BY THE INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS.
CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED,STRIPPED AND
STOCKPILE AREAS SHALL BE STABILIZED WITH THE USE OF TEMPORARILY SEEDING AS REQUIRED.CONSULT THE LOCAL SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES,
FERTILIZER AND MULCH RECOMMENDATIONS. CLEARING AND GRADING SHOULD ONLY TAKE PLACE AFTER INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.
-RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES.
_ SYMBOL` SYMBOL STORAGE AREA �, SYMBOL SPACING VARIES � -DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BY THE INSTALLATION OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.,AS REQUIRED.
DEPENDING ON C MIN.
EXISTING GROUND THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST THROUGHOUT CONSTRUCTION. ALL DISTURBED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT SEDIMENT
GL I_ CHANNEL SLOPE I I I FROM BECOMING AIRBORNE. ALL DISTURBED AREAS TO BE VEGETATED IMMEDIATELY AFTER WORK IS COMPLETED.
X SLOPE 2: 1 OR FLATTER A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE
A SLOPE 2: 1 OR D MIN. LEVEL SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS.
CUTOFF TRENCH SAME ELEVATION FLATTER I- - I SWALE A SWALE B
��.�� CREST -EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES
0 1�""" �^�"„"�1 -= � TOE �/Sip :Z@�" MAX C 1 1Z Z ���- _���� 18 WIDE P ' CROSS SECTION TO BE PERFORMED AS NECESSARY INCLUDING,BUT ARE NOT LIMITED TO,CLEANING OF SEDIMENT BASINS AND TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND
� \ 6" DEEP CENTER D 4' 6' REPAIR OF BERMS AND DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION.
TRAPEZIODAL CROSS SECTION \\ PROFILE A / POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES.
_ NOT TO SCALE
GROUND LINE 1.5' SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT
B MIN. OUTLET AS REQUIRED STABILIZATION,PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY.
T/2 I SEE ITEM 8 BELOW.
T I 9"MIN. X = H (Ft)
SLOPE (FT/FT) PLAN VIEW
PARABOLIC CROSS SECTION
CONSTRUCTION SPECIFICATIONS FILTER CONSTRUCTION SPECIFICATIONS-
FABRIC DITCH BOTTOM 1. ALL CONSTRUCTION DITCHES SHALL HAVE UNINTERUPTED POSITIVE GRADE TO AN OUTLET.
1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL CUTOFF TRENCH 2 2
DESIGN BOTTOM 11- 1 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT
SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE 24 MAX
PROPER FUNCTIONING OF THE WATERWAY. SECTION A-A 0 @ CENTER TRAPPING DEVICE.
2. THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS NOT TO SCALE 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN
SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF 1 1 6„ UNDISTURBED STABILIZED AREA AT NON-EROSIVE VELOCITY.
BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 1 1 4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL
3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT FILTER FABRIC 18 SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER
WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY. SECTION B-B FUNCTIONING OF THE SWALE.
4. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR NOT TO SCALE 5. THE DITCH SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION
DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE CONSTRUCTION SPECIFICATIONS PAS ROJECTIONS T SPECIFIED HEREIN
BANK
WATERWAY.
ECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.
5. STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT.
AND SPECIFICATIONS FOR VEGETATIVE PRACTICES. 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,
A. FOR DESIGN 'VELOCITIES OF LESS THAN 3.5 FT. PER. SEC., SEEDING AND GRADES AND LOCATIONS SHOWN IN THE PLAN. 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO
MULCHING MAY BE USED FOR THE ESTABLISHMENT OF THE VEGETATION. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE DITCH.
IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW:
WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM UPSTREAM DAM. TYPE OF CHANNEL
ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF THE VEGETATION. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO TREATMENT GRADE A(5 AC. OR LESS) B(5 AC -10AC)
B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER. SEC., THE WATERWAY PREVENT CUTTING AROUND THE DAM. 1 0.5-3.0% SEED AND STRAW MULCH SEED AND STRAW MULCH
SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR 2 3.1-5.0% SEED AND STRAW MULCH SEED AND COVER USING RECP
EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR 3 5.1-8.0% SEED AND COVER WITH RECP LINED WITH 4-8" RIP-RAP OR
DIVERSION OF THE WATER UNTIL THE VEGETATION IS ESTABLISHED. AND EROSION WITH STONE OR LINER AS APPROPRIATE. GEOTEXTLE
C. STRUCTURAL - VEGETATIVE PROTECTION 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW 4 8.1-10.% LINED WITH 4-8" RIP-RAP SITE SPECIFIC DESIGN
SUBSURFACE DRAIN FOR BASE FLOW SHALL BE CONSTRUCTED AS SHOWN ON THE CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. OR GEOTEXTILE
STANDARD DRAWING AND AS SPECIFIED IN THE STANDARD AND SPECIFICATIONS 9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH
FOR SUBSURFACE DRAIN. MAXIMUM DRAINAGE AREA 2 ACRES. RAIN EVENT.
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, CONSTRUCTION
NEW YORK STATE DEPARTMENT OF TRANSPORTATION, GRASSED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, STONE CHECK DAM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DITCH
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE WATERWAY NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
. ' E
DEC 3 0 2024
Southold Town --
Planning Board
WOVEN WIRE FENCE SYMBOL SYMBOL
(MIN. 14 GAUGE I_ 50'MIN. I EXISTING
W/ MAX. 6" MESH 1 PAVEMENT
10' MAX. C. TO C. SPACING) 3 s. � CONSTRUCTION SPECIFICATIONS 10'MIN. BUILT UP BERM
6 MIN.
36" MIN. LENGTH FENCE EXISTING FILTER -� MOUNTABLE BERM NOTE:
7-77� CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING -'-- 1. AcoNCRETEwasHPITSHALLBEINsrALLED
: .
POSTS DRIVEN MIN. 16" GROUND CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND ON THE PROPERTY FOR EXCESS CONCRETE
" INTO GROUND. LEAN CONCRETE EQUIPMENT AND
:. . .. .
' 50'MIN TOOLS.AND TO c
:: .
2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,
HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND z 2. THE PIT SHOULD BE SURROUNDED WITH A 24"
= 18" MIN. EXISTING 10 MIN. SEDIMENT CONTROL PLAN. o HIGH SOIL BERM.
GROUND 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED 3. THE PIT TO BE LINED WITH HAY BALES
p� 6" MIN.
12'MIN. EXISTING IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. HAY BALE 4. PROVIDEA24"X24"WOODSIGNLABELED
12 IN. PAVEMENT "CONCRETE WASHOUT PIT".
4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO T1 I
PERSPECTIVE VIEW REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. I 1 5. THE PIT SHOULD BE EMPTIED WHEN75%
PLAN VIEW CAPACITY IS REACHED AND AFTER THE EXCESS
36" MIN. FENCE POST 10'MIN. 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF CONCRETE CURES.
WOVEN WIRE FENCE (MIN. 14 -� FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL.
GAUGE W/ MAX. 6" MESH 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, PLAN
SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO 10'MIN. HAY BALE
FLOW SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED
IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.
UNDISTURBED GROUND
1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE _ BUILT UP BERM
COMPACTED SOIL EQUIVALENT. 7. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 2'MIN z1 2` ?�
IN THICKNESS. EX.GRADE
EMBED FILTER CLOTH 16"MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A --
A MIN. OF 6" IN GROUND. j 30 FOOT MINIMUM LENGTH WOULD APPLY). 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN SECTION
491 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE
SECTION VIEW MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT SATISFACTORY FILLS. CONCRETE WASH-OUT AREA DETAIL
CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL
ENTRANCE TO SITE. NOT BE INCORPORATED IN FILLS.
REVISIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- SLOPE STABILIZATION NOTES: � T NEW�'
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF Plans are prepared by Condon Engineering,P.C. Itisaviolationofthe '� (n
STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS DEVELOPMENT. New York State Education Law,Article 145,Section 7209,for any
��`` ��S�PN C 'per
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 1:3 SIDE SLOPES. person unless acting under the direction of a licensed Professional
6" MAXIMUM MESH OPENING. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Engineer,Architect,or Land Surveyor,to alter any item in any way.If an 4
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN 2• THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR item bearing the seal of an Engineer,Architect,or Land Surveyor is f' ✓` $
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL, altered,the altering Engineer,Architect,or Land Surveyor shall affix to x� +
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- OR OTHER APPROVED METHOD.
LAPPED BY SIX INC SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY the itemhis/hersealandthenotation"Alteredby"followed by his/her t�INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER signature and the date of such alterations,and a specific description of
MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING MANUFACTURER'S RECOMMENDATION. the alteration. q$1t2 Fp� 4,
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE FINISHED GRADING.
4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND S.C.T.M.: DIST. 1000 SEC. 17 BLK. 06 LOT. 14.2
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION.
"BULGES" DEVELOP IN THE SILT FENCE. RAIN.
Scale:AS SHOWN Condon Engineering, P.C. TUTHILL - SOUTH DYER
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, STABILIZED ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, MAIN ROAD
NEW YORK STATE- DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LANDGRADING 1755 Sigsbee Road
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, Drawn by:JJC ORIENT, NY OF
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ACCESS NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SPECIFICATIONS ) 298- ck, New York -2652
Date: 12/26/2024 (631) 298-1986 (631) 298-2651 fax
www.condonengineering.com DETAILS 3