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HomeMy WebLinkAbout12.30.24 North Brown Road & Drainage C V�� ��`�•25 s ��� -e5�'ej sN�� ►✓0 Q6O �F 0 CEO FRNo. A'I 4OQ PS SC P�\Oto 16, 701, o+� EROS\ON NCR G 6 °2 0 S ---- fl =----- / �� 0'40'- ____--;%'/ LOT 4 45� LOT 3 \ 's°o. /LOT \2 x•.. o\\ ne / /SCDHS TEST ILL X�tiG% NORTH BROWN LANE ROAD DESIGN. LOT Y - ` 61 a f - r �pAo\�'0� 6Y� PROPOSED SPEED LIMIT:15 MPH \ / o \ �s lFF _ �P�G� \ \ 1 C'0��� STOPPING DISTANCE: 80 FT. oS��� RATE OF CURVATURE:K=10 / rs `�� �LG<p/yos��/' •` \ \ 5���'�'yo�G --- 1 i o �0' \ /,` I I j /// � 5 �•- �\ _evVrs TYP. I NORTH BROWN LANE DRAINAGE �/ 6�, - _a DR EL ;( ,. Gs�, o CALCULATIONS: _ 25 �� 456,t /('fYP.) / /' j \� `r �F� 20'WIDE RCA ROAD DRAINAGE CALCULATIONS: \ \ 55-/ \ �. t� // ?sxo� A�yo - '\ /' l \`\ SFA s' UGC REQUIRED DRAINAGE: 70 20'X 1.0 X 2"/12"=3.33 CF/FT � TEST HOLE #1 (LD�ATED BY SCDHS) j s}ooI ha /' A?��A ,/ DRAINAGE PROVIDED: o'2Ts I\ `\ PROVIDE DRAINAGE SWALE(SEE DETAIL BELOW): 3.50 CF/FT>3.33 CFIFT ,' WOODED \ --------_-/' // \ \\\ 6• \ \\\ 94- A� �/,L 2%MIN, — c \ \ \ SCDHS TEST WELL \�`� `\ \ \\\ �9' S --- �.,c,�c"� 20_/o i 4.5' 1�3MAX. 9�a oa \ e`'� i I TEST HOLE #2 \`` _ OpA/c �� �F<<FST D r,'. LOCATED BY SCDHS) 2.5 � 85.5 / � ,2 l�0 �'-9),'tiC \ DEVEL�JPMENT RIGHTS TO BE SOLD •`��'pT/�FsT �� 4"GRAVEL AT BOTTOM OF SWALE WELL (TYP.) \\ ;\ 89 y DRAINAGE SWALE SECTION \ / \ NOT TO SCALE DRYWELL / -/ / bh 10 1h.Xe ;9\\ ��• 34' (TYP.) 0°/i \•� — C� sT \� °/ ��cQi`\�G �vO h TEST HOLE #1 TEST HOLE #2 I % a�+oK -- - '' o';�� ! / + \ / WOOD R 25'0"RIGHT-OF-WAY WIDTH EL.64.0 EL.77.0 ,/ // Ate° ^\, / c�� LOT ��' / /�- �' //' / , 2'-6" 20'-0"PAVEMENT WITH 2'-6" ' LOAM LOAM 1 0' 1.0' O,�� I s' \, PROV115E ? 8"0 N-15_-ADS /' ,/ / 10 r 'm CUJ_VEV/PIPE\UNDER DRIVEWAY00 \ \ G I S \ �`.?A�S^'' owrs ) SEE P-CAN & PROFILE & SHEET 3 ' /' im I= CLAY/SAND \ \w \ / / \' O`1 /' / '' 1 2%MIN. CENTERLINE GRADE \ \ - /' �/ .�� 1:3MAX. 2/ MIN. 2% ua ' CLAY,SALTY SAND 20.0' �G q SILTY SAND SFpT/� It A�2��/�,C '�'��� ^oh _ ' / \\\ ,/'/ ` / CULTIVATED FIELD ,/// /'' I �0 3"MIN.TOPSOILANDSEED 35.0 O O F` \ 6"ASPHALT CONCRETE BINDER BASE COURSE(SCDPW ITEM 51 FX) RAINAGE SWALE 30.0' O y'(n opt/C' �s \' o\ i'/ \ /' j ` `rtn �'o�= '6"MIN.STABILIZED SOIL BASE SCDPW ITEM 2-SB "NATIVE MATERIALS MAY BE USED FOR THE 39.0' C� OSFPT/ / 55/ �B'� \ /' \ /' I I `r�o�F` 9�0,� ( ) SUBBASE IF IT IS DETERMINED TO BE SAND&GRAVEL SAND&GRAVEL O \\\ /'' \ ,' I ! 'Q/L��/ "9j'' ACCEPTABLE BY THE ENGINEER. THE 50--- o ,/ 9;FC o DEBRIS AND � NORTH BROWN LANE SECTION UNSUTABLEMATERIALS AND SUBGRADE MUST BE FREE FCOMPACTED TO 45.0' 36.0' \ OSFp�/C\�--'' �\�\ '� �r %/ y'(�� a`'J' NOT TO SCALE 95°10 MAXIMUM DRY DENSITY. o TEST HOLE BY SCHS 10/26/16 AND 10/27/16 WFC� wF<< GS \'�y\\ /' i // -_ NO GROUNDWATER ENCOUNTERED y / -30 SEE PLAN & PROFILE & SHEET 2 \ d� NOTES: , ! SOUND o�`CZ` \ � j ao� \ \ '' \ 1. THE FIRE APPARATUS ROADS SHALL BE DESIGNED AND ENO \ �° \ __ MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE `ONG �S �\� �� �� _ _ �Zy 0 APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE ALL �O� \ \\�- off° \ � --- WEATHER-DRIVING CAPABILITIES. 2. PROVIDE NOTE THAT:A WATER SUPPLY CAPABLE OF SUPPLYING 35-- / \ ` /' �" THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE NOR 0�\`t� �\F. \ \ \ \ / ______ PROVIDED IN SUCH A MANNER THAT NO BUILDING IS MORE THAN �4,Q���E` CULTIVATED FIELD Y$ 600 FEET FROM A WATER SUPPLY. oJ�° KEY MAP \ ti 'P, \ �� �tisy RECEIVED SCALE 1 "=600' \� yT 0 I\ \ JF�d�� --- - ---- ``�F '`� \I AASTq ` \ 'SQ �`�-`G•T=7�, DEC 3 9 2024 SOS PREMISES \CF�9 /� ��ss�b ` \ \ �J O /`F` -o Southold Town e \°\ ��' �� REVISIONS Planning Board �O� FPA/C Plans are prepared by Condon Engineering,P.C. It is a violation of the ©,f� . 9G, \ °\ \ ,` _-__, J 3TO G� L __ New York State Education Law,Article 145,Section 7209,for any 0 .0'� \ person unless acting under the direction of a licensed Professional 0j kyjp ��<no - - \ Engineer,Architect,or Land Surveyor,to alter any item in any way.If an -a ty rr / -- \�N6 ,e\ \rl item bearing the seal of an Engineer,Architect,or Land Surveyor is ` `� •�0 SO••�`r ?- � /k�� \\ 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 tom_ 41.61 25� \ J. signature and the date of such alterations,and a specific description of 081912 s c r Rtie• do o? \ \ o/q yA 114,cqo _ - '�a the alteration. /y F rss S.C.T.M.: DIST. 1000 SEC. 18 BLK. 03 LOT. 30.3 o 0 �,� Scale:AS SHOWN Condon Engineering, P.C. TUTHILL - NORTH BROWN ° \ BPS\� •\. o � MAIN ROAD � ,8.0 6N � 6 �� \ 1755 Sigsbee Road 011 \ S �`� Drawn by:JJC Mattituck, New York 11952 ORIENT, NY of Date: 12/2612024 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com PLAN & PROFILE PLAN ttj STA 0+00 APPROX. CENTERLINE OF MAIN ROAD (NYS 25) J (0 6.0 EL. 18.0± � LOW POINT HIGH POINT h 0 • i5.0 / I I PROPOSED POURED I 1 .5179 I / STA. 2+00.00 STA. 1+00.00 / 1 '/ I CONCRETE RETAINING WALL / I / CL EL. 17.27 CL EL. 18.25 - - --- --�- 8.0%- --- -o- - -o - a - - - - - -I- - - -o -�- o � - o o - - - - o - - - - - - - -o - - o---\ --- o -- - CD --- ----11 --=° - � -� � � � o - ----N -----�� - �-oV�N� o2 - -- ----- --- ------ ----- - --- ------� � - CV�04 --- I , TW 46.0 / T 0 WNSEND & 0 THER S TW 40.0 TW 35.0 \ \ TW 25.0 PVI STA. 4+25.83 / BW 46.0 BW 37•� BW 32.0 BW 25.0 PVI EL. 19.51 / PVI STA. 1 +98.91 PVI L. 51.81 � _ � � - / � � _ , - / �19632 . 81 0 �\ i 00 V, I VACANT LOT 1 i "PLUM GUT"& T 0 WNSEND ' o J 25 WIDE RIGHT OF WAY z VACANT NORTH BROWN LANE m nUl/P-I I min W NORTH BROWN LANE PLAN SCALE: 1"=50' 75 70 TURNING DOINT EL.54.33 HIGH POINT STA. 13+29.91 PVI 81 A.12+98.91 65 \ PVI EL.51.81 A.D.=4.3 \ =20 m M Cl! O 60 co LL > U + N > ' O W LLI (n W \ > > m m 55 50 45 40 35 XISTING GRADE \ TURNING POINT EL.19.5 HIGH POINT STA. 4+18.8 \ PVI STA.4+25.83 \ PVI EL.19.51 W W 11 A.D.=2.7 W IN- z 30 \ 54.0' > \ M Q \ oO a0 2 `,j O° LOW POI T EL.17.37 0 + HIGH POINT TA. 2+00.00 HIGH POIN EL.18.15 z \ iri Gi ui HIGH POINT TA. 1+00.00 c> c� c� PVI STA.1+00.00 \ > > > PVI STA. +00.00 o W \ W coco PVI E .17.27 W z PVI EL.18.25 a _, D. 25 fEOP ST SIDE:CL ELEV.-0 20' K 20 K= o z EST SIDE:CL ELEV.+ .20' 4 .0' 40.0' LU ` c n po po 0 + x (ov, ov our� CDn o O Ix o a 20 V 1r D 1.0 o Z N REVISIONS 1.o"i° to�i DEC 3 0 2024 PROPOSED GRADE w _ .r��QF NE U S0-ah-6ld`rown �.��, QSEpy oU Planning Board , W DATUM 15 ;y a >< ` 0 0 o O u) o �n o u) o o n o (n o v n D) O m O O CM M M O co c0 M M V Il (O M Il O O) p O W[ N co M oo co 7 oO (o O � M N -7 V' CO Cl! I� N co M M O I� - '- ^ p O M Lo O O u) co N O O O ao [O to I-- V Lo N o M co I- O U') oo M to d' o) N I. M v) - zr M N V O N cc; O pp O r; 6) I,� o6 GD co r..: t` 00 oD co co (() to lf) U7 U) lI') <{ �r zt V <} d' - M M V M M M co M M N M N N N N N N N N N N N cV 081912 S.C.T.M.: DIST. 1000 SEC. 18 BILK. 03 LOT. 30.3 �ESSION��, 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 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 Plans are prepared c Condon Engineering,P.C. It is a violation of the Condon Engineering, P.C. T U T H I L L - NORTH BROWN New York State Education Law,Article 145,Section 7209,for an Scale:AS SHOWN person unless acting under the direction of a licensed Professional MAIN ROAD NORTH BROWN LANE PROFILE Engineer,Architect,or Land Surveyor,to alter any item in any way.If an 1755 Sigsbee Road item bearing the seal of an Engineer,Architect,or Land Surveyor is Drawn by:JJC ORIENT NY 0 F SCALE: 1"=50'HORIZONTAL altered,the altering Engineer,Architect,or Land Surveyor shall affix to Mattituck, New York 11952 the item his/her seal and the notation"Altered by"followed by his/her (631) 298-1986 (631) 298-2651 fax 1"=5'VERTICAL signature and the date of such alterations,and a specific description of Date: 12/26/2024 the alteration. www.condonengineering.com PLAN & PROFILE PLAN 4 / / /j• 533' 0 S'o�NG 466 STA. 0+57.53 I I END TA. 25+60.67 ►�� PVI EL. K.54 SN - - - Uj --------- 20' WIDE RCA\ROAD `�°- / �\ p �0 STA 25+03.39 / �Q o DRAINAGE SWALE CONTIN60US / 4 ALONG EAST SHOULDER I I / C.) � \ / Lgh L W POINT STA. +64,53 \ J o � � S� I P I EL. 60.64 000 I / 00 NG _ /TW 66.0 ENCE HIGH POINTBW 66.0 I/ / ' \ - `l. �� TW 75.0 PVI STA. 21+14.73 I ,/ STA. 17+63.63 TW 80.0 \\ / o I TW 65.0 TW 70.0 DRAINAGE S1NALfz CL EL. 74.67 BW 74.6 / ° 1:��= BW 65.0 BW 70.0 PVI EL. 70.71 BW 69.0 / \> > SS � o � � CONTINUOU��CLONG EAST 107 1 124 p 4QQ' 20' WIDE 1 80 - - - - - \ - SHOULD ,�D� o 0 0 0 __ �RA ROAD\ \ ` N --�, o - i TW 80.0 O��-- jq � o-- 1.0% � , 8yQ%� - \ \ \ N 52$ W�7 5� - -- -- �� "r �2 0 o / -7 0` > » 7T_W 78.0 - 1.0% ,n �/ \ N / 4 / 3+ 4 0 V V BW 73.0 �G� I o/ _ - \ °� -! \ / PVI STA. 15+60,51 ` \ G)� o \ PROPOSED POURED - \ / I C4.\,9 5 PVI EL. 72.74 ° `^/ �� < cp CONCRETE/ 1 I - N 4 6 �6 t 0\ V V �Q \\ RETAINING WALL W 78.0 I I \ 0/ BW74.0 NORTH BROWN LANE PLAN SCALE: 1"=50' TURNING POIN EL.71.64 85 HIGH POINT EL.7 .67 HIGH POINT ST . 15+63.68 HIGH P01NT STA. 1 +63.63 PVI STA.15 60.51 TURNING POINT EL.11.26 PVI STA.17+63. 3 PVI EL.7 .74 HIGH POINT STA. 21+ 4.73 PVI EL.74.77 A.D._i.0 PVI STA.21+14.7 A.D.=2.0 K=2 PVI EL.70.71 K=20 140.0' -5.5 M 80 K=20 `O \ + / ^ to M LOW POINT EL.62.67 > 0 L) M EXISTING GRADE TW U) 6i > > H GH POINT STA. 23+64 53 Cl) `? > j w w \ PVI STA.23+24.53 N , N Car \ 080.64 75 NN co ( W 1.0%A.D.=9.0 />> mmK=20 w w / \ 1ao.o' M 7 > Cl) rn \ co coEXI TING GRADE N PROPOSED GRADE 0 `� 70 U M > m CO \ 65 ` N CO � \ PROPOSED 3RADE w w 65 \ / DATUM 60 UL M Z� Ln (D in 0 60 � co coco 0+57.33 0+50 0+00 to -i W 0 55 NORTH BROWN LANE TURNAROUND PROFILE z SCALE: 1"=50'HORIZONTAL U? 0 1"=5'VERTICAL co 0 CD 0 -i O w a 50 o U) � g RECEIVED z w o DEC 3 0 2024 N 45 Cq Ca N o South W ol Town Planning Board REVISIONS w z Of (if NEW w 4 z Plans are prepared by Condon Engineering,P.C. It is a violation of the a )N cW> New York State Education Law,Article 145,Section 7209,for any ? SQ ' 40 person unless acting under the direction of a licensed Professional o Engineer,Architect,or Land Surveyor,to alter any item in any way.If an a N item bearing the seal of an Engineer,Architect,or Land Surveyor is f� w U) the the altering Engineer,Architect,or Land Surveyor shall affix to C �t the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of f 081912 the alteration. sS��,v�� 35 S.C.T.M.: DIST. 1000 SEC. 18 BILK. 03 LOT. 30.3 1 CO co r O co Cn co V co M �['> M O C. Nco oc � M � M C7M N � V) N c N C) - � M � -4 co� 6 VM � 00 � MU OR In TUTHILL - NORTH BROWN CO CO CO CO M rD CO co N N NJ M CO CO CO CV C7 V V V cV cr CV � M cp ch op 46 V op � ri ('I � CV to � C` r� M '� Condon Engineering, P.C. .C. CO CD CO CD � � CO co to to to co CO co � � � �. � � � � � � � ti � � �. � � � � ti � � � � � � � ti � � CD co Scale:AS SHOWN MAIN ROAD 3 1 1 1 1 1 1 1 1 1 1 1 Mattituck New 25+60.67 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 Drawn by:JJC 1755 , New a Road York 11952 ORIENT, NY OF NORTH BROWN LANE PROFILE Date: 12/26/2024 (631) 298-1986 (631) 298-2651 fax SCALE: 1"=50'HORIZONTAL www.condonengineering.com PLAN & PROFILE PLAN 1"=5'VERTICAL 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 nm_ GL CHANNEL SLOPE A-2 THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST THROUGHOUT CONSTRUCTION. ALL DISTURBED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT SEDIMENT 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 0 1 N-"`z `^M"'�1 � ���•Q » CREST C 1� 1� -EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES Z Z `_-`�T\\������ 1 8 WIDE TOE ���/S�ppE H 24" MAX 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 t--- ---�I ��\�� �" 6" DEEP © CENTER D 4' 6' REPAIR OF BERMS AND DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION. TRAPEZIODAL CROSS SECTION -1--\�\\ 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. GROUND LINE 1.5'NOT TO SCALE SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT T/2 I B MIN. OUTLET AS REQUIRED STABILIZATION,PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. __ H (Ft) SEE ITEM 8 BELOW. T I 9 MIN. X SLOPE (FT/FT) PLAN VIEW r 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 SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE DESIGN BOTTOM 1� 1 24 MAX 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT � 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 '0 3.3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF 110 1 6" UNDISTURBED STABILIZED AREA AT NON-EROSIVE VELOCITY. BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 1 18» 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 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 AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK WATERWAY. CONSTRUCTION SPECIFICATIONS PROJECTIONS 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. GEOTEXTILE 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 � C .- VE DEC 3 0 2024 Southold`i own WOVEN WIRE FENCE SYMBOL SYMBOL Planning Board (MIN. 14 GAUGE I_ 50'MIN. I EXISTING W/ MAX. 6" MESH f PAVEMENT 10' MAX. C. TO C. SPACING) 6 MIN. 3 . 7 � CONSTRUCTION SPECIFICATIONS 10'MIN. BUILT UP BERM 36" MIN. LENGTH FENCE EXISTING FILTER Z MOUNTABLE BERM IA NOTE: CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING 1. A CONCRETE WASH PIT SHALL BE INSTALLED POSTS DRIVEN MIN. 16" GROUND CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND ON THE PROPERTY FOR EXCESS CONCRETE INTO GROUND. SECIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. AND TO CLEAN CONCRETE EQUIPMENT AND 50'MIN. TOOLS. :,. •, • 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND ? 2. THE PIT SHOULD BE SURROUNDED WITH A 24" w = 18" MIN. 10 MIN. SECIMENT CONTROL PLAN. o HIGH SOIL BERM. EXISTING �� 6" MIN. GROUND \ 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED 3. THE PIT TO BE LINED WITH HAY BALES `� �' O� IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. HAY BALE 4. PROVIDE A24"x24"WOOD SIGN LABELED � ���. ��, 12' IN. 12'MIN. EXISTING PAVEMENT "CONCRETE WASHOUT PIT". 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO w/ 5. THE PIT SHOULD BE EMPTIED WHEN 75% PERSPECTIVE VIEW REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. CAPACITY IS REACHED AND AFTER THE EXCESS PLAN VIEW 10'MIN. 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF CONCRETE CURES. 36" MIN. FENCE POST FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. WOVEN WIRE FENCE (MIN. 14 - 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 -� UNDISTURBED GROUND IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 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 Z MIN 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. 30 FOOT MINIMUM LENGTH WOULD APPLY). 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN SECTION 4»If 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE SECTION VIEW MATER4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT SATISFACTORY ALS A FILLS. CONCRETE INTERFERE WITH OR PREVENT CONSTRUCTION OF 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. Q� "NE , 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- SLOPE STABILIZATION NOTES: �' ��p 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF Plans are prepared by Condon Engineering,P.C. Itisaviolationofthe .`�,. SIpy 2. FILTER CLOTH TO 13E FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS r New York State Education Law, 145,Section7209,foran IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. y SPACED EVERY 24 AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, � 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 * � 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Engineer,Architect,or Land surveyor,to alter any item in any way.lfan 6 MAXIMUM MESH OPENING. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 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 PREVENT TRACKING 'OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY ALLaltering SEDIMENT SPILLED ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN COMPANY ARLINGTON,TEXAS(800-777-7645)ORAPPROVEDEQUAL. gEngineer altered,the alterin ,Architect,or Land surveyor shall affix to Tr --- , c..J 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- OR OTHER APPROVED METHOD. the item his/her seal and the notation"Altered by"followed by his/her LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED DROPPED IMMEDIATELY. OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY ELY. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER signature and the date of such alterations,and a specific description of 081912 MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING MANUFACTURER'S RECOMMENDATION. the alteration. p� 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. 18 BLK. 03 LOT. 30.3 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 - NORTH BROWN 4 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, LAN D GR AD I N G 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 NEiN YORK STATE SOIL & WATER CONSERVATION COMMITTEE SPECIFICATIONS Mattituck, New York 11952 Date: 12/26/2024 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com PLAN & PROFILE PLAN 4