HomeMy WebLinkAboutSite Plan Rec'd 10.16.25 189'-8"
12' WIDE O. H_ DOOR WINDOW WINDOW 12' WIDE O.N. DOOR WINDOW WINDOW 12' WIDE O_N_ DOOR WINDOW 12' WIDE O_N. DOOR
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TENANT 01 TENANT 02 TENANT #3 TENANT '04 TENANT 05
2,202.00 SF 2,202.00 SF 2,202.00 Sr- 2,202.00 SF 2,202.00 SF
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TYPICAL 2 HOUR RATED WALL Q
12' WIDE O.H. DOOR 12' WIDE O.H. DOOR 12' WIDE O_N. DOOR 12' WIDE O.H. DOOR
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FL COOR � I �I.L A BOTH BUILDINGS TO HAVE TENANT SPACES AND THE, USE WILL 5E UNDER SPECIAL EXEMPTION B (2) CONTRACTORS BUSINESS
SCALE: 1/6" = 1'-0"
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NUM. REVISION DATE AND NAME
REVISED: 09-10-2025
WINDOWS ENLARGED
AREVISED: 07-07-2025
WINDOWS ADDED
RO I N EE L EE VA T I O �N — FZ A FZ E L VA ( I O N air*-11LAFz BU IIDING NOTE 025
2 SCALE: 1/8" = V-0"
Ell rl RONALD KUOPPALA
CE A R C H I T E C T P L L C
ELEVATION MATEWAL: °k,; y� �' 63 Village Line Road Babylon,NY 11702
SIDING: METAL SIDING �`` '``''` -••"'"�"`""`'•• �••• �" Tel 516-797-8317 Fax 516-586-6489
COLOR: MATTE WHITE a` rv° a
ROOFING: METAL ROOFING j w NEW PRE-FAB STEEL BUILDING
COLOR. MATTE WHITE H
705 County Road 48 Mattituck,NY
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--- - --__--- -- ¢ Drawing Title:
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FLOOR PLAN
Q AND ELEVATION5
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Date: 18 NOVEMBER 2024
ELV74T � ON o N
o Scale: AS NOTED
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3 SCALE: 1/8" = 1'-0" sc!" 1!8" = i'-0" OCT 1 s 2025 Drawing No.
SOUTHOLD TOWN
PLANNING BOARD
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v
NO PHYSICAL POSSESION GENERAL SITE NOTES
LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE PARKING AND SITE OPERATION NOTES
8 H. JACOBS JR, & SHARON M. JACOBS
ZONE:R- 0 RESIDENCI. JAMES
USE:RESIDFNCE
USE:RESIDENCE PROP. 6'SOUND ATTENUATION-, S-C-T-M- 1000-113-12-102 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF
SINGLE FAMILY RESIDENCE* 1. ALL DELIVERIES AND CONTRACTOR ACTIVITY SHALL BE CONDUCTED ON
LAND NOW OR FORMERLY OF FENCE ON PROPERTY LINE(OFF SITE. USE OF PUBLIC RIGHT-OF-WAY FOR LOADING, PARKING, OR OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS.
SET SHOWN FOR CLARITY) X0
THOMAS R. TALBOT STANDING IS PROHIBITED. e0v
S.C.T.M. 1000-113-12-10.3 1:�
SINGLE FAMILY RESIDENCE N 87016'40"E 300,00' 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS
I MIII1,11,11"27 STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS ST
FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES.
0 0 C 0 3. ALL BUSINESS-RELATED ACTIVITIES SHALL BE CONDUCTED INDOORS TO
3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS
0 MINIMIZE NOISE AND DISTURBANCES. OTHERWISE NOTED.
0
0 0
0 �EXIST.WOODED 0
4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE
0 PROP 1YXIO' BUFFER
8 AREA TO CONTRACTOR, THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE.
(6'HIGH PVC FENCE) 0 REMAIN 0 1�Iupl'
0 0
TRASH ENCLOSURE
5. WORK WITHIN THE R.O.W.OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
_j
ON CON,.PAD
I I m i I a REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS.
1_1 J'
-0 --z<-_'O. - - - ""-PROP.POST&RAIL 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN
R20' -4- CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
5 R3 FENCE(TYP.) 0 R30' AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL
1-0 04
ROP. ASPHALT-//#K BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN.
0
Lp 00 PAVEMENT
R10' R8' R5' '7' 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE
(p -p 19, RIF
R5' /-ep 0 2 03
0 �O 7:1 1�UA FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE
0
RT
EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON
A
61 25 THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE
0 .71
3) r-- 7,A
�5; 10 -A REPLACED SURFACES.
R18' RT 0
8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND
PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION
R2' MapdataO2024 Tems Poportemap
10,X 10,ROP.
OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE.
(6-HIGH PVC FENCE)
9 TRASH ENCLOSURE
9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP
ON CONIC.PAD
PROP.POST&RAIL FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S.
........10 000 0
FENCE(TYP.) APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED ANC/OR BELOW GRADE
.S?N BULK ZONING TABLE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE
3
696G10 PROP.ADA&'VAN OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE PROJECT DATA
ACCESSIBLE'SIGNS(TYP.OF 2) ZONING DISTRICT:LB LIMITED BUSINESS CONTRACTOR'S EXPENSE.
TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12,Lot 13
ITEM SECTION PERM ITTED/REQU I RED PROPOSED
Vol PROP.'NO PARKING
10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING SITE AREA................................. 111,848 SF(2.57 Acres)
REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS
ANYTIME'SIGN 280
MINIMUM LOT AREA ATTACH 80,000 SF 111,848 SF(2.57 ACRES) ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE ZONING....................................... LB LIMITED BUSINESS
15 MENT 4
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES
PROP.EDGE OF CURRENT USE........................... VACANT
AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT
PAVEMENT(TYP.)
280
S? jA PROPOSED USE......................... CONTRACTOR'S BUSINESS
,�?)' I I \: I i. a CID COMPONENTS/REPLACEMENTS CAN BE INSTALLED.
do MINIMUM LOT WIDTH ATTACH 175' 300'
y BEN0 XIST.METAL GATE MENT4 PROPOSED FOOTPRINT........... 22,020 SF
PROPOSED 1-STORY CID 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE
&POSTS TO BE
BUILDING 280 LANDSCAPEINATURAL AREA... 44,945 SIF THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED
REMOVED
CONTRACTOR'S * * *
IRT R3 MINIMUM LOT DEPTH ATTACH 200' 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. PAVE M ENT/CONC RETE AREA... 44,883 SF
BUSINESS MENT4
-4
11,010 SF 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES,
A�
CP 3' 10
10-100 .00* R PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE
MINIMUM FRONT YARD 280-43 A 100' 100,
.0..0* a O CP LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD
. . . PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE
b.
4) 280
REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION
PROPOSED 1-STORY
BUILDING MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS.ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND
PROP. 'NO PARKING 10
MENT4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED
CONTRACTOR'S
ANYTIME'SIGN ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY
BUSINESS 280
COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES
PROP. ADA&IVA 11,010 SF MINIMUM REAR YARD ATTACH 75' 75' OCT 16 2025
O . . .... PROP. EDGE OF DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE.
ACCESSIBLE'SIGNS 0 ii:: I I MENT4
GNS PAVEMENT(TYP.)
SOUTHOLD TOWN
280 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF PLANNING BOARD
PROP.6'HIGH CHAIN LINK 40.2%(44,945 SF)
LANDSCAPE AREA ATTACH 35%
STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN
FENCE ON PROPERTY LINE(OFF MENT 4 MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION.
SET SHOWN FOR CLARITY) 4.
PROP.15'X 30'
280 PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO
LOADING AREA MAXIMUM LOT ATTACH 20%PROP.CONCRETE CPR 19.7%(22,020 SF) BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN
NO Z2 .1.
COVERAGE
PHYSICAL POSSESION SIDEWALK
HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%
LAND NOW OR FORMERLY OF . ..... MENT4
GULLY R Y;
LLC OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE.
om 280
S.C.T.M. 3-12-12 ROP.CONCRETEZONE:PROTECTED MAXIMUM BUILDING REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR
VACANT ATTACH 3572 112 STORIES 18-(1 STORY)
1� SIDEWALK HEIGHT PROPOSED SURFACE ELEVATIONS.
0 MENT4
14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN
ZONE:LB LIMITED BUSINESS A PROJECT SHALL BE DIVIDED INTO SEPARATE
USE:VACANT RT S.C.T.M. 1000-113-12-14 STRUCTURES SO THAT NO SINGLE STRUCTURE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS.
PROP.CONC.CURB LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 1019125
(TYP.) RT 2 0 TOWN OF SOUTHOLD FRONTAGE ON ONE STREET.THE SETBACKS OF 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE
R25' VACANT MIN.STRUCTURE REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS.
% 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11125
R3' CD R15' 0 FRONTAGE
0 A PROVIDED THAT THE AVERAGE SETBACK OF THE
6 _j /_-PRp0AP�EASPHALT-/ R15' PROP.6'HIGH CHAIN LINK STRUCTURES MEETS THE SETBACK REQUIRED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES 5 08/29/25 JR MISCELLANEOUS REVISIONS
S R20 t FENCE ON PROPERTY LINE(OFF
MENT REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS,
ABOVE AND ALL BUILDINGS ARE AT LEAST 75
0 SET SHOWN FOR CLARITY) FEET FROM THE RIGHT-OF-WAY. AND CONSTRUCTION INSPECTIONS.ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
PROP. STOP SIGN ACCORDANCE WITH STATE AND LOCAL LAW.
PROP.POST&RAIL cli 0 IN ALL NONRESIDENTIAL DISTRICTS,THERE 3 05/06/25 JR UNAFFECTED SHEET
FENCE(TYP.) (TYP.) 0 SHALL BE A LANDSCAPED STRIP IN THE FRONT 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR - REV.PER SCDPW&HEALTH DEPARTMENT
PROP. CONC.CURB R50' . . . . . . ��1%0 MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO), WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE 2 05/01/25 JR COMMENTS
(TYP.) 0 280-93-B COMPLIES
R25' ♦0 BUFFER SHALL BE ALSO BE A LANDSCAPED AREA 5'WIDE COST OF THE CONTRACTOR.
R25' PROP.EDGE OF ABUTTING THE FRONT OF THE BUILDING IN ALL 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
PAVEMENT(TYP.) NON RESIDENTIAL DISTRICTS.
Yy PROP.EDGE OF + 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.
PAVEMENT(TYP.) . . . A BUFFER AREA SHALL BE REQUIRED ALONG ALL NO. DATE BY DESCRIPTION
+ * BOUNDARIES OF A NONRESIDENTIAL LOT 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. REVISIONS
PROP.ALL TRAFFIC E] TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT.
SIGN(R4-20) C. 45' 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE
30" U-)p *
PROPOSED AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT
LANDSCAPE AREA �- APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW.
LEAST THE FOLLOWING MINIMUM STANDARDS:
0 7
'--EXIST.WOODED 0 t Q LIMITED BUSINESS DISTRICT:20 FEET
_,:�PROP.CONC.CURB 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED
5'WIDE FILL EASEMENT I BUFFER AREA TON R35' (TYP.) zn
R35' IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR.
0 1. .; I,
FAVOR OF COUNTY OF SUFFOLK 0 REMAIN 0 0 ANY DISTRICT OTHER THAN A RESIDENTIAL
A
0 TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE
528.6 *v AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK 25.6' PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND
em
01
COUNTY OR SOUTHOLD TOWN WITH CURRENT CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN, THE APPLICANT SHALL BE FURTHER RESPONSIBLE
S 87'16'40" W 300.0
......0-0.,
EDGE Y PAVEMENT OR POTENTIAL USE AS PARKLAND:25 FEET. TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS,
ARE MAINTAINED DURING THE ENTIRE PEOD OF N
MUST BE APPROVED BY THE SCWPW.
PROP.STOP SIG
MEET EXISTING CURB AND PAVE ENT AND 24"THERMOPLASTIC ....... .... --- PARKING CALCULATIONS 23. ALL ACCESSIBLE PARKING, CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT B
FLUSH WITH NO TRIP HAZARD STOP BAR REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER I 1-ACCESSIBILTY,AND ICC/ANSI Al 17.1-2017. HOLTSVILLE, NEW YORK 11742
\-PROP.THERMOPLASTIC APPROXIMATE LIMIT OF SAWCUT LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED (631) 961-0506
SOLID WHITE LINE PROP.ONE WAY SIGN(R6-1) (MEET EXISTING PAVEMENT FLUSH 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED
WHITE STRIPING WITH NO TRIP HAZARD) MINIMUM STALL SIZE 280-78-C 9'X 19' 9IX191 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCivilEngineering.com
................................... S YELLOW LINE ....................................................------------------------------------------------------------------ ................... CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S
EDGE UE PAVEMENT RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY
PROP. CONIC.CURB(SHALL CONSIST OF A40E[:>1:>1_1F_ MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90*PARKING 25'WITH 90*PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY PROJECT NAME
CLASS D CONCRETE,REQUIRE EXPANSION GRASS MEDIAN \-PROP.CONIC.CURB(SHALL CONSIST OF THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH
JOINT EVERY 20'WITH A SAWCUT EVERY 10' T%%T<:>j:z_= CLASS D CONCRETE,REQUIRE EXPANSION 10'FOR COLLECTOR ROADS&15'FOR
LOCAL REGULATIONS AND CODE. PROPOSED
AND NOT REQUIRE ANY REINFORCEMENT) PROP.FULL DEPTH ASPHALT PAVEMENT (SXjr'jFC>j_j<_ 4CC>TJTsTa7-V- 1[;t_(:XAJD 4S)o JOINT EVERY 20'WITH A SAWCUT EVERY 10'
(SEE PAVEMENT RESTORATION DETAIL) AND NOT REQUIRE ANY REINFORCEMENT) ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST 0,S.H.A.STANDARDS AND REGULATIONS, A
WIDTH 20'FOR COLLECTOR ROADS&30'FOR OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS CONTRACTOR'S EBUSINESS
PROP.ONE WAY SIGN(R6-1) SECONDARY HIGHWAYS(TWO WAY) RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
MINIMUM PARKING CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING EBW I L D I INKS'S
SETBACK 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES PROCEDURES,
705 COUNTY ROAD 48
LEGEND 26. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF MATTITUCK, NY 11952
FOR MANUFACTURING,WHOLESALE AND REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.
EXISTING ITEM PROPOSED STORAGE USES AND FOR DRY-CLEANING AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
RUG-CLEANING ESTABLISHMENTS AND 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN DIST.1000, SECT: 113, BLOCK: 12, LOT: 13
PROPERTY LINE LAUNDRIES:ONE BERTH FOR 5,000 TO 10,000 WRITING OF ANY CONFLICTS,
NUMBER OF LOADING 280-79-A-6 SQUARE FEET OF FLOOR AREA IN SUCH USE NOT APPLICABLE DRAWING TITLE
SPACES REQUIRED AND ONE ADDITIONAL BERTH FOR EACH 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL
BUILDING ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND
AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK.
DOOR LOCATION A ADDITION,ADEQUATE RESERVED PARKING FOR
ENIEKT WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN
OVERHEAD DOOR A RECORD AT END OF CONSTRUCTION.
LOCATION OH MINIMUM LOADING 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CUEARANCE NOT APPLICABLE 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW
CONCRETE CURB SPACE SIZE THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED
WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01/27/2025
SIGN - MINIMUM NUMBER OF CONTRACTOR BUSINESS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SCALE: lit
STALLS 280-78 40 SPACES(EMPLOYEES)+20 SPACES(2 PER 60 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). 30'
BUSINESS X 10 TENANTS)=60 REQUIRED
MANHOLE 00 STALLS 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING PROJECT NUMBER: 24216
INLET 0 MIN,FRONT FACING 28-48-B.-17-5-a NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING IN COMPLIANCE WITH OSHA REQUIREMENTS. DRAWING BY: JR
PAVEMENT MARKING OFF-STREET PARKING PARKING STALLS PARKING PROVIDED 33. DIEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE CHECKED BY: DP
ARROW L_ RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERIAITS,
ACCESSIBLE MARKING [v] VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: MP
PARKING SPACE SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS
DOCUMENT EXCEPT BY A LICENSED
COUNT @ e!zv, PROFESSIONAL ENGINEER IS A
or VAEVVVV VIOLATION OF SECTION 7209,
CONCRETE PAD F`7777- SUB-D1V1SION 2 1 OF THE NEWYORK
C, 117`111_07',)� STATE EDUCATION LAW
LANDSCAPE AREA co DRAWING No:
TREE GRAPHIC SCALE NOT
0 ALED
0
30 0 15 30 60 120 0
WOODED BUFFER LINE 081
C-1
A
_\3 OFE TE
( IN FEET ) Know whars below.
1 inch = 30 ft. Call before you dig. 4
1-800-272-4480
MARC PILOTTA, P E. PAGE No:
MINNA NEW YORK STATE PROFESSIONAL ENGINEER W81558 1 OF 13
Y:I,Key CivilTrojects\2024\24216_Ron Kuoppala.-705 County Road 48..Mattituck\Drawings\Key Civii\24216..2025.10.10..SPP-7-TR-1-.RPZ-O.dwg
GRADING & DRAINAGE NOTES
1. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES.
S1
2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD:
a, ROOF=1.00
b. PAVEMENT/IMPERVIOUS=1.00
c. LANDSCAPE/PERVIOUS=0.30
3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3*RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS
4. DRYWELL DESIGN CAPACITY:1 O'DIAMETER 68.42 CF1VF
LAND PHYSICAL POSSESION 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE VAOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15
ZONE:R-80 RESIDENCE JAMES D NOW OR FORMERLY OF ZONE:R-80 RESIDENCE
H. JACOBS JR. & SHARON M. USE:RESIDENCE INCHES.
USE:RESIDENCE S.C.T.M. 1000-113-12-10�JACOBS
SINGLE FAMILY RESIDENCE'
6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE
LAND NOW OR FORMERLY OF
THOMAS R. TALBOT LOWEST INLET IN THE IMMEDIATE SYSTEM.
S.C.T.M. 1000-113-12-1
SINGLE FAMILY RESIDENCE* 1012 9 N 87016'40"E 300.00' 7. GROUNDWATER WAS NOT OBSERVED AT 21'-0" BELOW GRADE (EL. 41.10) DURING FIELD WORK BY McDONALD
...........
U iuGEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS
811 0 0711 0811 06 38'BELOW GRADE(EL.±2.00 NAVD88).
0711 08 11 ()611 6 "0 012 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE
0711 07 01011 --7-'e 7 06 /1 TOWARDS AN INLET/LOW SPOT.
3-1-11 42.50 42.50 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE
1010 0711 091t (JID 0 1211
41.85 ()11 11 42.25 -r-c----ol 7 41.90 7'0 END OF CONSTRUCTION. fft data=024 Temm Fteportamaperr6r
, T 42.6 Cbq K
12 ,0 9 TC42 80 ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE
T(
06 /1 0711 01V' IBC42.110 C62,301 �2 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 1 I-ACCESSIBILTY AND ICC/ANSI Al 17.1 -2009.ACCESSIBLE VICINITY MAP
1B(
42.501 STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT
91/ 08 43 N.T.
0 42.00 A-15
0 42 EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE.
Q - T( ii : 30
06 TC 42.30 A-8 BC 41.80 0 42.10 PROJECT DATA
BC 41.80 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE
,e-\ CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF TAX MAP NUMBER..................... Dist.1000.Sect.1 13,Block 12.Lot 13
TC 4240 1 0 T 42.40 CONSTRUCTION.
BC 41.90 _A� /A-7 B 41.90 A-1 6 k,,o 41.90 SITE AREA.................................. 111,848 SF(2.57 Acres)
1.95 TC 42.55 A4 42.05 43.00 41.55 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. ZONING....................................... LB LIMITED BUSINESS
BC 42.05 1,
/A6 TC 42.25 41.35 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4*CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT
42.05 RD=36.10 44- N 42.15 TC 42.25
911 $9j 42.65 R r.A 1 7S �1 IA-1 7 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL PROPOSED USE......................... CONTRACTOR'S BUSINESS
1.50 RIDGE RD=36 75 41.75 A-1 0 42.20 41.70 --&T PROPOSED FOOTPRINT......,.... 22,020 SF
41.40 41.9D PROP.15"0 HDPE PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND
Al 7n 41.75 RD=36.10 TC 42.65 4 REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE
1.65 DRAINAGE PIPE(TYP.) LANDSCAPE/NATURAL AREA... 44,945 SF
41.30 1 1,42.25 =36.10 ti TC 42.25 BC 42.15 RD=36.10 GR 41.00 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN
41.75 BC. 41.75 1 41 A-18 911 6 CONNECTION WITH THE WORK. PAVEMENT/CON CRETE AREA 44,883 SF
41.7 41.7 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION.
0000lo GR 41.001
PROP.8"0 PVC ROOF D=36 75 00..Ill. 41.75 1-" 41 7n 41.70
DRAIN PIPE @ 1.5% 41.75 RD=36.10
LEGEND MIN.SLOPE(TYP.) 41.65 00,00 41.65
STORMWATER DESIGN CALCULATIONS
015 41.75 41.75 41.75 PROP HATCHED
ITEM PROPOSED X�
EXISTING 00 1 10 AREA TO BE AT 2% SITE AREA=111,848 SF(2.57 ACRES) 121M(T�M U WM 1PD oil MAX SLOPE: 41.25 7#0 TRIBUTARY DRAINAGE AREA 111,848 SF
PROPERTY LINE PROP.HATCH
ED ..
A-1 1
A-5 AREA TO BE AT 2% GR 41.1 RD=36.10
Nib Aq k F4-17-51--, 41.75
BUILDING AREA 22,020 SF OCT 16 2025
BUILDING MAXSLOPE
31 :i::�: 41.15
41 PAVEMENTIINIPERVIOUS AREA 44;883 SF
Z- rr
E= .75
RD=36.75 00,o ",1 41.7 V. 1% 0001 41.70 4 .20 PERVIOUSILANDSCAPE AREA 44,945 SF SOUTHOLD TOWN
A A-121A-19 PLANNING BOARD
DOOR LOCATION EN/EXT 40.90 41.75 TRIBUTARY AREAW
PROPOSED 1-STO
41.65 41.75 40.85 1411 STORAGE REQUIRED
BUILDING 41.05
OVERHEAD DOOR A GR 40.45 'RIDGE I� CONTRACTOR'S 41.7
LOCATION OH RD=36.10 41.65 ROOF=22,020 S '712)x 1,00 = 5,505.0 CF
IMPERVIOUS=44,883 SF x(3"/12)x 1.00 =11,220.8 CF
BUSINESS
41.75
41.00 1% 41.35 41.75 RIDGE 40.90 PERV10US=44;9415 SF x(T712)x 0.30 = 3,370.9 CF
CONCRETE CURB 11,010 SF TOTAL STORAGE REQUIRED =20,096.7 CIF
12, PROP.115"0 HDPE A-20
40.95 _A-23 41.05 DRAINAGE PIPE(TYP.)or4l.7*5 41.75 1F.F. EL. 41,751 N 40.75
fir. 40,80 STORAGE PROVIDED
SIGN RD=36.75
00o, 41.75 USE TWENTY TWO(22)10-0 DRYWELLS WITH 17.0-EFFECTIVE STORAGE DEPTHS
41.63 GR 41.10 GR 40.60 22 DRYWELLS x 68.42 CFNF x 17.0 VF=25,589.1 CF
MANHOLE 00 41.75 PROPOSED 1-STORY RD=36.10 40.90 25,589.1 CF CF IS GREATER THAN 20,096.7 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED.
40.70 40 BUILDING ?)
80 41.75 41.75 7 10110125 JR REV.PER TOWN COMMENTS DATED 10/9/25
CONTRACTOR'S
INLET 0 41.75 BUSINESS
41.75
PROP.15"0 HOPE 3�- 1 1A-4 4� 11,010 SF 41.75 A-1 3 11) i!:� RD=36.10RIDGE 40.75 PROP.8"0 PVC ROOF 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11/25
DRAINAGE STRUCTURE SCHEDULE
IF.F EL. 41.75 RD=36,10
WATER SERVICE -W DRAINAGE PIPE(TYP.) 0
W_ HP 41.50 DRAIN PIPE @ 1.5% 5 08!29/25 JR MISCELLANEOUS REVISIONS
V 41.75 MIN.SLOPE(TYP.) STRUCTURE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT
41.75 41.75 A-21 STRUCTURE TYPE ELECTRIC SERVICE -E 40.60 41.6541.65 GR 40.60 NUMBER DEPTH GRATE RINGS OF RINGS IN OUT 4 07/31125 JR I REVISE DRAINAGE PER SWPPP CALCULATIONS
41.75 3 05/06/25 JR UNAFFECTED SHEET
41.75 A-1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 38.95 37.25 20.25 35.25 35.25
STORM PIPE 611 PROP.8"0 PVC ROOF
NO PHYSICAL IPOSSESIDN t=36 GR 41.10 41.75 A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.05 38.35 21.35 3525 35.25 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT
LAND NOW OR FORMERLY OF NIS DRAIN PIPE @ 1.5% COMMENTS
GULLY REALY. LLC TC 42.25 14 MIN.SLOPE(TYP.) RD= 41.65 40.90
SANITARY PIPE S-C-T-M- 1000-113-12-12 BC 41.75 /DO!26. .)1. - 41.tb TC 42.25 ZONE:PROTECTED A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.30 38.35 21.35 35.25 1 35.25 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
VACANT 14 1.1 D 41. �: 41, 5 :. 0 1�� BC 41.75 A-4 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.20 38.35 21.35 35.25 35.25
DRYWELL 01 40.75 41.75 41.75 R =36.75 j NO. DATE BY DESCRIPTION
41.70 41.70 A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40,45 38.35 21.35 35.25 35.25
ZONE:LB LIMITED BUSINESS H .35 40.40 40.70
CONTOUR USE:VACANT GR 40.30 41.6 RD=36 75 TC 40.85 S'C'T'M' 1000-113-12-14 A-6 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 3890 1 21.90 35.25 35,25 REVISIONS
ff T2_2 5] TC 41.35 TC 42.25 BC 40.35 LAND NOW OR FORMERLY OF - -
-RID BC 41.75 N A-22 40.65 TOWN OF SOUTHOLD A-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21.90 35.25 35.25
FIDGE IBC 41.75 F�_3 40.35 VACANT
RIDGE LINE
A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.00 38.90 21.90 35.25 35.25
IBC 39.45 -A
GR 39.90
FLOW ARROW 41.10 6) 40 40.60 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35,25 35,25
GR 39.15
A-2 TC 41.60
12 A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25
�4175 0 de 0 BC 41.10
GRADE ELEVATION
X 4
A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 3&90 21.90 35.25 35.25
A Ilk
41.15 y 20.4'-f,
TOP&BOTTOM OF TC 40.85
CURB ELEVATION BC 40.35 0 A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 CNNIPIL ER!"141 G.1 Rd FEE E 2 R."
TC 40.85 0 A-13 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25
TREE BC 40.35 TC 39.55 TC 40.70 A-14 PROPOSED 4'0 CONCRETE CATCH BASIN WITH FRAME&GRATE 41.10 --- . ... 36.45 38.10 664 BLUE POINT ROAD, UNIT B
BC 39.55 BC 40.70 A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21.90 35.25 3525 HOLTSVILLE, NEW YORK 11742
a 11 - 15110 A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39,90 21.90 35.25 35.25 1631) 9SI-0506
41.10 611 091, \ TC 40.75 A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 39.90 21.90 35.25 35.25 www.KeyCivilEngineering.com
n7 11
0911 TC 40.65 BC 40.25 A-18 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21�90 35.25 35,25
BC 40.15 7110 PROJECT NAME
5'WIDE FILL EASEMENT IN '411
A-19 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 21.90 35.25 35,25
o FAVOR OF COUNTY 0 _ A I F SUFFOLK
- 11� 8 ,0 6 10 0 PROPOSED
528.6 1 A-20 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25
------_\ I I - : ®® PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17�00' 40.60 3890 21.90 35.25 COIN41TRUCTOR'S BUSINESS
S 6'40" V 300.00'
W_ -w- 4A - -W 40 W - -
40.90 -w- A-22 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39,90 38.20 21.20 35.25 35.25 0%
BUILDING
PROPOSED 1U0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41,20 38.90 21.90 35,25 35.25
MEET EL;41." EL141,15' EIL:40, 1140,6' EL:40,5' EL:40.4' EL40-1 TTIC740.801EL42 [1140.2, [140.1' EL;qu TC 40.50 A-23
BC 40.30
EXISTING 40.70 TC 41.10 BC 40.00 705 COUNTY ROAD 48
TC±41.95 BC 40.60 z MATTITUCK, NY 11952
BC±41A5 MEET
TC 41.50 TC 41.30 EXISTING TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
SOLID WHITE LINE TC 4170 TC 41.50 BC 41.00 BC 40.80 WIF-S-F 13C>UTq11:> 71ZAAMIE-1- 1-.AJ*4]E DIST.:1000, SECT: 113, BLOCK: 12, LOT: 13
.. ......................... BC 41.00 SOLID YELLOW LINE
...............
EEGE OF PAVEMENT ..........------------...... DRAWING TITLE
APPROXIMATE LIMIT OFJ GRASS MEDIAN \-APPROXIMATE LIMIT OF
SAWCUT LINE SAWCUT LINE GRADING & DRAINAGE
(MEET EXISTING PAVEMENT (MEET EXISTING PAVEMENT
FLUSH WITH NO TRIP HAZARD) 1P,<>AJ[:> 48,) FLUSH WITH NO TRIP HAZARD) PLAN
B-41- McDONALD GEOSERVICES DATE: 01/27/2025
POB 1258 SOUTHHOLD,NY 11971631.765.3677
mcdgeo@gmail.com SCALE: ill = 30'
Test Hole Data Sheet
Name:Falcone PROJECT NUMBER: 24216
DP:
Location:Mattituck DRAWING BY: JR
Tax Map Number:1000-113-12-13
T Projection Description:Lot CHECKED BY: DP
Date:11/1/23
ELV.=41.10 APPROVED BY: MID F
BROWN LOAM OL
............. 0.51
ALTERATION OR ADDITION TO THIS
SEAL& SIGNATURE:
BROWN SILT ML DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A
Know what's below. ............. 3' N E VV VIOLATION OF SECTION 7209,
Call before you dig. PALE BROWN FINE TO 0 SUB-DIVISION 2,OF THE NEW YORK
COARSE SAND SW FlLor'),, STATE EDUCATION LAW
1-800-272-4480 ............. 6' GQ DRAWING No:
W
NOT 'ALED
GRAPHIC SCALE PALE BROWN FINE 0
30 0 15 30 60 120 SAND SP
0815 C-2
�ARSIRRI
Orr:
( IN FEET )
1 inch 30 ft. 21' TE
'r,
ELV.=20.io
MARC PILOTTA, P.E. PAGE NO:
COMMENTS:NO WATER ENCOUNTERED NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 13
YAKey Civi Trojectsk2024124216..Ron Kuoppala-705 County Road 48..Maftck\Dr@wings,Key Civ:P,24216--2025.10.10--SPP-7-:TR-1..RPZ-O.dwg
i
toe
GENERAL NOTES
NO EXISTING WATER SANITARY DENSITY CALCULATIONS
SERVICE No PHYSICAL POSSESION
LAN D NOW OR FORMERLY OF ZONE:R-80 RESIDENCE 1. APPLICANT
ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE RONALD KUCPPALA LOT SITE AREA 111,848 SF(2.57 AC)
E S-C-TSIN-M- 1000-113-12-10i
USE:RESIDENCE SINGLE FAMILY RESIDENCE' NO EXISTING WATER 63 VILLAGE LINE ROAD SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV 600 GPDIACRE
LAND NOW OR FORMERLY OF SERVICE BABY
LON,NY 11702 TOTAL ALLOWABLE SANITARY FLOW=2.57 ACRES x 600 GPDACRE=1,542 GPD
THOMAS R. TALBOT 516-848-0932
S.C.T.M. 1000-113-12-103
SINGLE FAMILY RESIDENCE �2)12 " N 97016'40"E 300.001 PROPOSED USE I Elllv�`
ln,41002i 4111111111 PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD
705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD
8110 0711 08 /1 06 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880.24 GPD
0711 06 11 61/0 0121, WESTHAMPTON BEACH,NY 11978 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT.
07 081,
OWNER OF CORPORATION
71' 01211 0611
0711 010 " F- 09 " PAUL PAWILOSKI
_J0_ 07 42.50 42.50 100 PARK AVE
_e QPe SANITARY SYSTEM SIZING CALCULATIONS
01111 n I'( ______ `E9a 11 MATTITUCK,NY 11952 4: 4
41.85 b9 /1 710 631-445-4348 �pl,
'0 rFC 4-2 670 TC 42.80
12 ,0 1 09 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,010SF
0 0
0611 071, 08 jV' IBC 42.10 BCA2.30 07' -STORY BUILDING CONTRACTOR'S BUSINESS =11,010 SF
U 0 PROPERTY KNOWN AS I
08 TOTAL=22,020 SF
091, 42.00 705 COUNTY ROAD
TC 42.30 MATTITUCK,NY 11952
TC 42.30 BC 41.80 0) 42.10 TOWN OF SOUTHHOLD,SUFFOLK COUNTY
BC 41.80 11- GR 41.10 O
SCTM No.:1000-113-12-13 CALCULATIONS
-\ LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW
TC 42.40 f 0 k TC 42.40 0/ TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,020 SF x 0,04 GPD/SF 880.80 GPDBC 41.90 - BC 41.90 41.90 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.80 GPD
41.95 TC 42.55 42.05 43.0 41.55
C 42.05 : 3. GROUNDWATER WAS NOT OBSERVED AT 21'-0"BELOW GRADE(EL.41.10)DURING FIELD WORK BY
TC 42.25 41.35
42. 5 McDONALD GEOSERVICES ON NOVEMBER 01, 2023. PER USGS LONG ISLAND DEPTH TO HYDRO-ACTION AN
GR 41.10 BC 41.75 TC 42.25
42,15 41.75
4-79 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.±2.00 NAVD88). MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.80 GPID
911 42.65 BC
41.50 42.
41.40 4210 41.90 USE THE HYDRO-ACTION AN 11 OOC SERIES SYSTEM,AS APPROVED BY SC D HS MapdataO2024 Terms Reportamaperr6r
4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE PROPOSED SANITARY
TC 42.65 SYSTEM.
USE ONE(1)HYDRO-ACTION AN-1 1 OOC WITH A TOTAL VOLUME OF 1,100 GALLONS
BC 42.15 (MEETS REQUIRED CAPACITY OF 880.80 GALLONS)
TC 42 25 T 4 Z� VICINITY MAP
GR 41.00
41.30 BC 41.75 BC 41.75 611 5. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300' OF PROPERTY N.T.S.
0
BOUNDARY LEACHING POOLS
GR 41.00 DESIGN FLOW =880.80 GPD
41.70 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE =1.5 GPD/SF PROJECT DATA
ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING REQUIRED SIDEWALL AREA =880.80 GPD 1.5 GPD/SF=587.20 SF
WORK. PROPOSED SIDEWALL AREA =TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12.Lot 13
2 LEACHING POOLS X 31.42 SF PER LEACHING POOL/VF X 10 VF=628.4 SF
SITE AREA ........................... 111,848 SF(2.57 Acres)
y \ 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 587.20 SF
off 41.25
710 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE
ZONING....................................... LB LIMITED BUSINESS
WITH SCDHS REQUIREMENTS AS FOLLOW: CURRENT USE........................... VACANT
GIR 41.10 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES
41.15 PUMP OUT ALL SANITARY STRUCTURES
• PROPOSED USE......................... CONTRACTOR'S BUSINESS
REMOVE ALL STRUCTURES IN IT'S ENTIRETY AND DISPOSE OF ACCORDINGLY 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK
0000 &
41. • REMOVE ALL SLUDGE FROM THE STRUCTURES UNTIL STRUCTURE IS COMPLETELY
EMPTY. COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND PROPOSED FOOTPRINT........... 22,020 SIF
40.90
CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29,2017.
PROPOSED 1-STO 1 . 1411 FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPE/NATURAL AREA... 44,945 SF
RY
GR 40.85
UILDING B 41.05 LIFTS TO THE ELEVATION REQUIRED. PAVEMENT/CONCRETE AREA... 44,883 SF
CONTRACTOR'S a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM
GR 4 .45 Cr 2. SEWER LINE REQUIREMENTS:
BUSINESS 40.90 9. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4' CLEAN WASHED STONE IN
4 .00 41.35 SDR-35 RATING,UNLESS OTHERWISE INDICATED.
(NO BASEMENT) 11,010 SF LIEU OF SAND BACKFILL. b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING
77�
40.75 RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT, AND COUPLINGS
sit 41.05
40.95 1F.F. EL. 41.
40.80 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT,
c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE.
GR 41.10 13-1 1-F GR 40.60
PROPOSED 1-STORY MCDONALD GEOSERVICES d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER, FOR INSTALLATIONS THAT ARE
40.90
(NO BASEMENT) PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE
40.70 40.80 BUILDING POB 1258 SOUTHHOLD,NY 11971631.765.3677 11
D
CONTRACTOR'S mcdgeo@gmail com TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS.
e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION.
BUSINESS Test Hole Data Sheet
-UTILITY CROSSING OCT 16 2025
,;,, f HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT.
AO 11.010 SF 40.75
I I Name:Falcone g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH ACLEAN-OUT AT THE FACE OF THE BUILDING,
BOY.OF STORM 37.30
SOUTHOLD TOWN
• TOP OF WATER 35.80
41. HP 41.50 DP: h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. PLANNING BOARD
Location:Mattituck
I"0 DOMESTIC Icy,
PROP. GR 40.60 Tax Map Number:1000-113-12-13 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS:
40.60 WATER SERVICE(40 LF) Projection Description:Lot a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT
PROPOSED 4"0 DR-18 PIPE @
PROPOSED 2"0 VENT 18 ABOVE" Date:11/1/23 BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE.
61/ 1/4"MIN.SLOPE(TYP.OF 2)
b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS.
NO GRADE WITH CARBON FILTER
PHYSICAL POSSESION GR 41.10 Y� ELV.=41.10
40.90
LAND NOW OR FORMERLY OF GR 40.20 PROPOSED IN GROUND MANHOLE TC 42.25 ............. 0.51 BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET.
GULLY R Y, LLC d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A N41NIMUM SLOPE OF
,00n
ZONE:PROTECTED
S.C.T.M. VACANT 3-12-12 WITH REMOTE PLC CONTROL PANEL 4175 SA-2 TC 42.2'5 BROWN SILT ML 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE 01 0.28%.
WITH HP-1 50 COMPRESSOR SA-1 BC 1.75 006 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE
............. 3'
40.75 k 1.70 SA-3 c 41.70 PALE BROWN FINE TO CONSTRUCTED OF DUCTILE IRON PIPE(DIP).
ZONE:LB LIMITED BUSINESS • HP 41.35 40.40 40.70 COARSE SAND SW f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR
USE:VACANT SA-4 TC 40.85 S-C-T-M- 1000-113-12-14 ............. 6' DUCTILE IRON PIPE. 7 10110/25 JR REV.PER TOWN COMMENTS DATED 10/9/25
GR NO EXISTING WATER .30 TC 42.25 A TC 41.35 TC 42.25 BC 40.35 LAND NOW OR FORMERLY OF g, SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE.
.40.65
BC 41.75 TOWN OF SOUTHOLD
SERVICE BC 41.75 F B BC 40.85 N 40.35 VACANT 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25
739.95 Ll� I % 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS:
A 5 08/29125 JR MISCELLANEOUS REVISIONS
BC 39.45 GR 39.90 150'OFFSET FROM PROPOSED PALE BROWN FINE a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE.THE DISTANCE
SHALL BE MEASURED EDGE TO EDGE.
1150'OFFSET FROM PROPOSED- 41.10 GR 39.15 A R 75 40.60 SANITARY SYSTEM SAND SP b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE CONSTRUCTED OF 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
TC 41. 0 01 , DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED.SANITARY SYSTEM 0 4 3 05/06/25 JR UNAFFECTED SHEET
0 0 '� &I BC 41.. 0 c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF
20 REV.PER SCDPW&HEALTH DEPARTMENT
DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. 2 05/01/25 JR
41.15 (MIN.) PROPOSED 50%FUTURE d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE COMMENTS
SA-6 SA-7 EXPANSION POOL PROP.ELECTRIC TRANSFORMER
PROPOSED 3/4-0 PVC(SCHEDULE 81 CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING.
\o O \ (CONTRACTOR TO COORDINATE 0811 21' 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
40)ELECTRICAL CONDUIT FROM TC 40.85 (MIN./TYP.) WITH UTILITY CONTRACTOR) ELV.=20.10- 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS:
PULLBOX TO HYDRO-ACTION PUMPS BC 40.35 If COMMENTS:NO WATER ENCOUNTERED NO. DATE BY DESCRIPTION
ONE 1/2"\ / TC 39.55 TC 40.70 3TIC A. PARALLEL INSTALLATION
0 PVC(SCHEDULE 80)AIR C 39.55 BC 40.70 ,-PROP.2"0 DbME,1 a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE REVISIONS
LINE FROM COMPRESSOR B 15 J10 WATER SERVICE(120 LF) DISTANCE SHALL BE MEASURED EDGE TO EDGE.
a ROD,6'0 FIRE WATER B. CROSSINGS
PROPOSED 2"0 PVC VENT LINE • 0 / \ a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY.
6" PROPOSED 4"0 DR-18 PIPE 9 TC 40.75 SERVICE(120 LF)
b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING
@ 1/4"MIN.SLOPE(TYP.) TC 40.651 BC 40.25 Q0,16" '--r CONDITIONS SHALL BE MET:ROP.ELECTRIC SERVICE
rmurOSED 6"0 DR-18 PIPE /10 ._v
@ 118'MIN.SLOPE(TYP.) BC 40.151 7 (CONTRACTOR TO COORDINATE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE
5'WIDE FIL1,EASEMENT IN-,_, C�l
"All WITH UTILITY CONTRACTOR) BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND
FAVOR OF COUNTY\QF SUFFOLK 0611 SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND
LEGEND 528.6 WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE
011 W CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER
EXISTING ITEM PROPOSED S 87116'40" W 300.00, LINE AND THE TOP OF THE SEWER LINE.
W_ w W _W_ -
40.90 L7,w4,--w-Eff1F-?AMM, c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE,THE FOLLOWING
..... PROPERTY LINE --------- r,-,A NJ I L E P4 Gza 1 N R..
MEET TC 40.80 TC 40.50 * ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND
BUILDING EXISTING 40.70 TC 41.10 •BC 40.30 BC 40.00 0 WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 664 BLUE POINT ROAD, UNIT B
TC±41.95 BC 40 60 APPROXIMATE LOCATION * THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLE, NEW YORK 11742
BC±41.45 MEET CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND
A TC 41.50 TC 41.30 OF EXIST.12"WATER MAIN (15331) 961-0506
DOOR LOCATION EN/EXT EXISTING 9 A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE
TC 41.70 TC 41.50 BC 41.00 BC 40.80
TOP OF THE WATER LINE.OVERHEAD DOOR A SOLID WHITE LINE BC 4 .20 BC 41.00 "WIts www.KeyCivilEngineering.com
LOCATION OH .......................................... SOLID YELLOW LINE 11151-or-PAVEMENT .......... ------------------------ PROJECT NAME
CONCRETE CURB Rom SANITARY STRUCTURE SCHEDULE
STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/GRATE TOP OF BOTTOM INVERT INVERT ' PROPOSED
SIGN 1Z<XAJI:> 48) NUMBER DEPTH RINGS OF RINGS IN OUT A
SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT --- 42.15 --- --- 38.55 CONTRACTU"R'S BUSINESS
MANHOLE 00
SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT --- 41.75 38.15
- BUILDINGS
INLET 0 PROPOSED 1-STORY SA-3 PROPOSED 6'0 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 ... --- 37.05 36,55 705 COUNTY ROAD 48
_W_ WATER SERVICE BUILDING EL.42.15(SA-1) A)40.60 MATTITUCK, NY 11952
CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 B)40.45 38.48 ±29.23 36.40 35.90
BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM C)40.40 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
SLAB EL.38.73 EL.38.48 A=EL.40 60 PROPOSED 5 LF SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE 40.10 38.10 34.10 35.75 35.25 DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
ELECTRIC SERVICE _E 11,003 SF RIM EL.41.60 PROPOSED 7.2 LF OF B=EL.40.45' OF 4"0 DR-18 PIPE RIM EL.40.10
STORM PIPE FINISHED FLOOR LEVEL 41.75 4-0DR-18 PIPE@ 1/4" C=EL.40.40 @ 114"MIN.SLOPE 6"0 DR-18 PIPE AT 1/8"/FT SA-6 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 39.70 37.10 25.10 35.10 ... DRAWING TITLE
MIN.SLOPE MIN SLOPE I
SANITARY PIPE TOP OF STRUCTURE (8 LF FROM SA-5 TO SA-6) SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.0, 1 40.00 J 37.10T25.10 35.10 Li
E L.38.10 (8 LF FROM SA-5 TO SA-7) SA-6 RIM EL.39.70
SA-7 RIM EL.40.00
UTILITY & SANITARY PLAN
SAN INV.:38.55(SA-1)
DRYWELL SAN INV.:38.15(SA-2) TOP OF STRUCTURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL
144 1111- SA-6 EL.37.10
SA-7 EL.37.10
A 4-1-7-51
GRADE ELEVATION MIN.2'OF CAST IRON PIPING
>( j DATE: 01/27/2025
THROUGH BUILDING FOUNDATION
TOP&BOTTOM OF /JTC--40 875 b
PROPOSED 4"0 DR-18 PIP IA' SCALE: 1.1 30'
:1E @ 1/4" INV.IN-/
EL.37.05 N�CURB ELEVATION >( EgIO 35J INV.OUT
MIN.SLOPE EL.3&55 11R,
0 TREE (12 LF FROM SA-1 TO SA-3) INV OUT EL.
PROJECT NUMBER: 24216
(44 LF FROM SA-2 TO SA-3)
±35.90
M PRECAST CONCRETE PRIMARY
TREATMENT TANK \\ IIIIIIIINV OUT EL.
(SA-3) INV IN EL. 35.7 5 35.25
INV.IN EL.-/'
CHECKED BY: DP
INV IN EL. ±36.40-/ 35.10
�61 N\
Y.-
4'0 PRECAST CONCRETE DISTRIBUTION MA Ae�3 OM10 OF STRUCTURE APPROVED BY: MP
E L. 4.
(SA-5)
ALTERATION OR ADDITION TO THIS
SEAL& SIGNATURE:
DOCUMENT EXCEPT BY A LICENSED
C? PROFESSIONAL ENGINEER IS A
XN I IT vv BOTTOM OF STRUCTURE M
14 E-_ VIOLATION OF SECTION 7209,
EL.31.06 SUB-DIVISION 2,OF THE NEWYORK
M
SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION ANA 100 1PIL07), STATE EDUCATION LAW
Know what's below.
Call before you dig. BOTTOM OF STRUCTURE <
rn
EL.29.23 0 co DRAWING No:
M
1-800-272-4480
W
NO
T ALED
GRAPHIC SCALE
0815
30 60 120 C-3
OFE
--L3=
' P
( IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE 10 LEACHING(SA-6/SA-)OOL EL.25.10
1 inch = 30 ft. N.T.S. BOT. MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 13
YAKey Civil\Projects\2024'�24216_Ron Kuoppala.-705 County Road 48._Mattituck\Drawings\Key Dvir,24216 2025.10.10-SIDP-7_TR-I_RPZ-O.dwg
PUMP/COMPRESSER POWER CIRCUIT Hint I f1col Il,�Vfnbfq Description Pe%Aiion Dote
BACKFiLL WITH NATIVE SOIL
(DEDICATED 110 V SERV:CE ON A 20ANIP BREAKER; F4A-190312-U A N-1100 Wosteworter Treatment Syst em, .5/15/2024
..................................... ...... 24�'O CHIMNEY SEE NOTE 13 160 X 8" THICK TRAFFIC RATED
Imki insid,,4��d and vl�lv, ENA NO, Part Number DESCRIPTION QTY. HYDROACTION TOPPING SLAB
I L"T.-
--_.CB1 Mi 24�' HEAVY DUTY LOCKING
81K ............. 0 x 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED
i L SPRAY -------........ 178�oin, HA-ANIIOD-P ronk ANA 100 245 ATU (API 5M, ) 1 ILI C1 COVER TO GRADE
F_ HYDROACTION TOPPING SLAB BY SCDHS APPROVAL NO. NS-002 ST'TE
I PUMP
................................................................................ ....... FOR PRETREATMENT TANK SEE NOTE 11
MOTOR 7 HA-180116 PNN-1 100 Pretreatment (PPI200)
"'T WHT i (3 LOCATIONS)
--- ------........... OTOR PUMP RATINGS:
> -------- SEE NOTE 12
BY PRETE
SLY APPROVED BY SCDH1
....................... ................
3/4HP @ 115V
SEE NO1
.49
CSR 6 LOOPS
CB2 15.0 F.L.A. Assembly, Re-Circulotilorg AN-I 100 12
M2 3 HA-113M5X 15 Complete 24
COMPACTED NATIVE FILL, 7
BLK BLK S: SEE NOTE 10 fp------- RECIRC \\ ............. 4 0 PUMP RATING
(A W
PUMP 3/4HP @ 115V ...............
11HTWHT h.............. ................................... &
---------\\ MOTOR 15.0 F.L.A. 0 sq x
PENETRATION HOLE
�jw M,
MIN
Ih-
............
SEE NOTES 7 8c 8
I' --- 10
Ing, MAX
CB3 win nd fns!ntlafi�on ry-elhoris u t �nforrn to
M3 pIVrr""*ha m s Cr
z
n"cci_�nty, pro0,-,ce. ,.an�.local co&,, (4 LOCATIONS)
N,K BLK '7F BETWEEN BOTTOM OF SLAB
7
MIXER PUMP RATINGS:
.............el--_ AND TOP OF ACCESS COVERS
PUMP 3/4HP @ 11 5V All phonhirx cirld connecr,"ons lo be pluir.,10.ed vAth"ICH.140 pk:�e or
A,IT I � # 9 FROM DWELLING
.. . ........................................ ...................... ------- e lenl
........................ ----- - - qulv��' , i TO
IN MOTOR 15.0 F.L.A. IN IN PER PROPOSED PLAN __.- , f
.............. DRAINFIELD.............
All pipe-,-,,d r_,,on.
Fn Width
0 C3
penefrofi-ins to be seok,�,d vvith Adiap A-
0 ....... .......................................... gfonnrnet� thc� 7 T,tA C t 64 4.
CB4 me,.,,t AS
GRY -------- COMP.RATINGS: M Blvver Coftols Housing Risers and rvds 24"
7 12 4)
E� COMP 1/4HP @ 11 5V Treoted Effluent Outlet end,.,>%uo,.,s
0 Sewage Inlet w0h NENAA roted cvd p,,Ylps. 0 Mimt 6'0 PRECAST CONCRETE
---------------............... .... ........................... __L-------- MOTOR 5.4 F.L.A. 10 ., J -(Gravity)
rrI 5) Fw as,�pbly� PERFORATED MANHOLE
FNI (7)
hternal connecfloris wi,'r
"Olor Cie dill Mapdtas,2024 Terrn� R*portamapembr
v_- s
va SEE NOTE 11
nuo
..........
w.
INTERNAL OVERLOAD 0
Cn I" : , .4 1 .1. HYDROACTION
. .. ............. 6) Any�add ifional q uestio ns p edoin inn f o Hydro/�,cfian AN se ties
PROTECTION. I PERIFORATED MANHOLE SECTION VICINITY MAP
W0 *e� treotmer-,, con,aic I HytJro�Azflors�
PRETREATMENT TANK
NOTE:ALL MOTORS MUST HAVE i andod Sy-ler
10 PRECAST CONCRETE
jr
REYWH WHT x I# * �01. N.T.S.
_1<��, __F_
LR1-Q1 I. ......I SEE NOTE 5 SEE NOTES 2
............. ------------
104)�,�......... 0
WHT
HYDROACTION TREATMENT TANK
> f
-02 PROJECT DATA
M2
5,2
LR1 P111KWH SEE NOTE 5
70 ®r LIINDISTURBED GROMD
TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13
PINKOH z Hydr"C on specificoffons
64
0 A RECIRC RUNNING 1 1.; 0, , , "* t I , 4 1
t'Aodrel AN-1 100 COMPACTED NATIVE FILL, TYP
ZONING....................................... LB LIMITED BUSINESS
BOTTOM OF EYCAVATION SITE AREA.................................. 111,848 SF(2.57 Acres)
LR1-Q3 YELAVH WHT j
(j -------------------------------- > - ' . I i
...................... ------ M3 SEE NOTE 6 (2 LOCATIONS)
#
Tolot Sy5farn Working Vott)-no, 3,108 Gollons SEE NOTES3 Ek 4
CURRENT USE........................... VACANT
YELNJH
Pretre PROPOSED USE......................... CONTRACTOR'S BUSINESS
G
MIXER RUNNING
WHT z �,kin#olume o+rnent Wo 1,144 Gallons
Pretreatment r6bic Workin+g Volu 'me Gd�llonl_s' PROPOSED FOOTPRINT........... 22,020 SF
RED
LR1-Q4 Tonk
..............................................Ic 1 0 .......... ............ ....... ................ INUALLARM MIRM LANDSCAPE/NATURAL AREA... 44,945 SF
16 PLICINPUT 'rootment Cerfificolion NSf 245
PAVEMENT/CONCRETE AREA... 44,883 SF
AS-1 PINK ATU Tonk
1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CMCRETE MANHOLE
22 SuPE)jy Powe"Re,�,Juiirement I I Phose 120VAC 6OHz 20Am.p
RUN AUD. A'ir SuppIy -7-f-f"Rfo-w BASES ARE 4.51Y BELOW FINISHED GRADE THE PERFORATED PRECAST CONCRETE MANHOLE
-75 C_ SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY MS, SCIDPW OR NYSIDOT FOR TRAFFIC
TO n k P 0',L ALARM
ORG _.,...Floor BEARING STANDARDS.
MUTE SRN e pass
HWA
BLU 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES.
0 ITEST 0 • Dmwnby scale Sheet Ma ferial Weight, unlmns 0 W16rwise SP00�d Signolufe 3. EXCAVATE 5.0 BELOW PROPOSED INVERT IN ELEVATION FOR POTTOM OF PRETREATMENT M IE G_�ME U WE-DD
i �11 ALARM 1:32 1: 18 Assembly .2025 or I
0 6.83 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM
LIGHT TANK, AND EXCAVATE OF OCT 16 2025
V1K.
4
RED SLK RED'n WHT TREATMENT T SOUTHOL D TOWN
4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TAWS TO BE LEVEL ±114-INCK PLANNING BOARD
5. INSTALL Pft7REATMENT AND TREATMENT TANKS ORIENTING THE FFEDRILLED HOLES IN THE
ENABLE YEL CORRECT ORIENTATION AS SHOWN IN THE PLAN.
-A D
_C0 PLCINPUT DEDICATED 20 A,110 V POWER CABLE G. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANfo-E BASE Aw)
ROUTED IN 3/4"PVC CONDUIT(GFI
PROTECTED)FROM BUILDING TO HS-20 EXISTING TANKS. BACKFILL SHALL BE PLACED IN B-INCH MAXIMUM LIFTS AND MECHANICALLY
5 L Olv'ERRIDE YELIWH RATED JUNCTION BOX INCOMING SERVICE COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE.
12 PLC INPUT NEW 20 AMP. 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM Of THE 3-FOOT HIGH PERFORATED
CSR 1 POLE BREAKER
WHPNK REMOTE PLC CONTROL PANEL WITH PRECAST CONCRETE MANHOLE Af-0 SET THE HOLE DIRECTLY OVER THE IWET PIPE AND ON
14 PLC INPUT HP80 COMPRESSOR MODEL UTILITY HANDLE FOR EASY REMOVALREMOTE PLC CONTROL PANEL TOP Of THE 4-FOOT HIGH BASE.
TAN EC50-30-L-80-PLC AS MANUFACTURED OF SAFETY SCREEN W/HP80 COMPRESSOR 7 10110/25 JR REV.PER TOWN COMMENTS DATED 10/9/25
TIME DOSE 0 17 PLC INPUT BY OPS(OR APPROVED EQUAL) S. REMOVE 1-FOOT X SOOT SOUIARE ROLE WHERE THE CROSSOVER AND OUITLET PIPES WILL BE
OM-D SHAPE FOR MAXIMUM EC50-30-L-100-PLC AS 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9111/25
CIRCUIT LOAD STRENGTH MANUFACTURED BY OPS(OR
RLU 0 DEMAND REFER TO MANUFACTURER FOR-\ BREAKER METER APPROVED EQUAL) INSTALLED.
INSTALLATION DETAILS \ HYDRO-ACTION PANEL 9. INSTALL ELECTRIC CONDIIJIT AND AIR LINES, 5 08129/25 JR MISCELLANEOUS REVISIONS
SPRAY 0 TANMH to PLC INPUT CONTROL 4"MIN. 4 07/31125 JR REVISE DRAINAGE PER SWIPPIP CALCULATIONS
PANEL SIZED TO FIT INSIDE 10.1NISTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN V MAXIMUM
FIRST 24"RISER
;"4 LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL CAtMON 3 05/06/25 JR UNAFFECTED SHEET
NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM.
\V IV N/ EX.GROUND ROD 0 25.08" AN BE USED WITH OR 771 SHALL BE TAKEN TO MINIMIZE TAMPING OVER. SEWER LINES AS TO NOT DAMAGE THE REV PER SCDPW&HEALTH DEPARTMENT
MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. WITHOUT SCREWS 2 05/01/25 JR
W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W11 NOTES: GASKETED SEAL INTO AND WT OF THE TAWS. - COMMENTS
REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 1.
BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 4"THICK CONCRETE PAD 11ANSTALL AND ROTATE TOPPINGG SLABS SO ACCESS HOLES ARE ALIM WITH THE ACCESS 1 04114/25 JR REVISE LIGHTING PER TOWN COMMENTS
FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. COVERS IN THE PRETREATMENT AND TREATMENT TANKS, NO. DATE BY DESCRIPTION
OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM ELECTRICAL ONE-LINE DIAGRAM DETAIL POLYLOK 20" SAFETY SCREEN PAD MOUNTED CONTROL PANEL 12,]NSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON
N.T.S. POLYLOK 20"0 HOPE,PART NO 3009-SS N.T.S. FRAME AND COVERS TO GRADE. REVISIONS
(OR APPROVED EQUAL)
N.T.S. 11BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO
PROPOSED GRACE WITH NATIVE BACKFILL BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM
LIFTS AND MECHANICALLY CWACTED.
.............................
F-73 IFFF-1.
14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS
NOTES-
QUESTIM43 OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS.
1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR
ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS.
2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS.
THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE
METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY 'k,f I L yam " G IN r-41 r/114 G:,
THE SYSTEM OWNER.
PLUG&FERRULE 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH I I-V 664 BLUE POINT ROAD, UNIT B
PLUG&FERRULE 12" JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE HOLTSVILLEs NEW YORK 11742
FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM MIN.
12" GRADE CONCRETE HOUSING(3,000 PSI) PRESSURE APPLIED TO THE SYSTEM.
(6311 961-0506
GRADE CONCRETE HOUSING . - I
.... (3,000 PSI) 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE WIDTH
..... ... ...
4
APPROVED SEWER PIPE EXCAYATIdN OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES.
APPROVED 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR
HEIGHT
SEWER PIPE 45*ELBOWS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS
TO PREVENT CONCRETE FROM ADHERING TO SURFACES.CONCRETE FOR THRUST BLOCKS SHALL BE PROJECT NAME
45*ELBOWS ^00'WYE POURED AGAINST UNDISTURBED SOIL.
6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. PROPOSED
T. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. r116 A
8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM PLAN VIEW END VIEW COINITKAICTOR""S E31USINESS
THICKNESS ALONG THE FITTING AXIS SHALL BE V-0" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER
ALTERNATE "A" ALTERNATE "B" IS SMALLER. BUILDINGS
NOTES: 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE
1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR 705 COUNTY ROAD 48
PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED FITTING 4 NIPS 6 NPS 8 NIPS 10 NIPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS
2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE UPON THE FOLLOWING STANDARD CONDITIONS: 51-61. MATTITUCK, NY 11952
WITH BUILDING EXTENSION/CONNECTION I;5 - SAFETY FACTOR 11 1/40 BEND V-3" 2'-0" 2'-6" 3'-0" 3'-G" 4'-0" C-13" 54" 6'-3" TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
5'-0" - DEPTH OF COVER 22 1/20 BEND V-3" 24" 2'-6- 34" Y-V 44" C-6" 54" 5'-6" 6'-6"
200 PSI - WATER SYSTEM TEST PRESSURE
TYPICAL CLEAN-OUT DETAIL 14 PSI - SOIL BEARING CAPACITY 450 BEND 31-01, 41'-0" 5'-3" W-Y 71-6.1 81-61. 91-61, W-61. 111-6.1 13'-G" DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13
NOT TO SCALE 90 LB/CF - SOIL UNIT WEIGHT 900 BEND V-0" 91-91, 12'-6" 15'-6" 184" 204" 23'-0" 25'-V 28'-0" 32'-6"
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR It.FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT DEAD END 81-6.. 1 12'-6" 1 1641. 1 234" 1 264'. 1 2 97--6" 1 331-0" 1 36'-0" 424" DRAWING TITLE
APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN.
HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE 15, NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH
SETS BY EJ OR APPROVED EQUALS 12129/17 12. To DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45
MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE.
COVED MANHOL PRECAST CONCRETE COLLAR EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE- SANITARY DETAILS
TO BRING MANHOLE TO GRADE MIN CONCRETE TOP SLAB SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL
TO SUPPORT H-20 FROM TABLE "450 BEND THRUST BLOCK DIMENSIONING%
AREA REQUIRED AT 200 PSI IS 4'-V X 2'-3" = 10.125 SF
FINISHED GRADE TO SUPPORT
LOADING(4,000 FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF
L0CK1NG COVERS PSI AT 28 DAYS) USE WIDTH = 3'-G", HEIGHT = V-15" (AREA = 5.25 SF)
uv c�'�
HEAVY DUTY GRAY IRON!CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT-\ DATE: 01/27/2025
COVERS SETS BY EJ OR APPROVED EQUALS (SEE SANITARY STRUCTURE SCHEDULE)
CV'JALS 24" /-02TLET PIPE FOR ONCRETE COLLARS IF
MODEL No V1600-3PGREV,;GSCPH2 UND INLET PIP E-\ SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&so is" INSTALLED WITHIN PAVED SCALE: N.T.S.
POOLS ONLY,PIPE COVERS SETS BY EJ OR 'L' I
FINISHED GRADE APPROVED EQUAL
PITCHED AT A MIN.1/B"/FT 20"4 PITCHED AT A MIN MODEL No.:V1600-3 RG REV/GS CPH2 CV UND -----.OPENING MUST BE OVER (TYP.) SCALE:
PRECAST CONCRETE RISERS 1/8"/FT (LOCKING) OUTLET DROP TEE
..A PROJECT NUMBER: 24216
x 2"MIN FINISHED GRADE
24' < 3�
ME Z9 /4'MIN CONCRETE TOP SLAB TO
TOP OF RINGS REFERS TO THIS POINT t . N L� 0 INAL GRADE DRAWING BY: JR
SUPPORT H-20 VEHICULAR CL PRECAST CONCRETE RISER F-Uj
LOADING URB BOX
(SEE SANITARY STRUCTURE SCHEDULE) X 0
r_3 C3
20*- >� DP
< 11 C3 moo®
C3- TOP OF RING 10"MIN CONCRETE TOP SLAB TO WITH ROD CHECKED BY:
93 Uj SUPPORT H-20 VEHICULAR LOADING
III=
U) 0 1=1 U) DAYS)LU (4,000 PSI AT 28
20"
INLET PIPE' APPROVED BY: MP
0 9= r-3 72x I
0 . tea- LU 6"0 DR-1 8 PVC PITCHED
> AL ERATION OR AODITION TO THIS
13 K=-L,,r-3 K= AT 114"/FTMIN.SLOPE\
a III=x r-3 C3 SEAL Sc SIGNATURE:
DOCUMENT EXCEPT BYA LICENSED
JOINT SEALANT TO BE 1"BUTYL 'O DR-18 PVC c
STEPS ARE TO BE COPOLYMER-" JOINT
FOR ALL JOINTS 13 9=,�,-I= K=W LU PROFESSIONAL ENGINEER IS A
POLYPROPYLENE COATED 1/2"STEEL 0 1=1 r-3 r_3�3 w PITCHED 4 t4EVV je VIOLATION OF SECTION 7209,
0 I= =3 t=j E 0 SUB-DIVISION 2,OF THE NEW YORK
BARS AT 12 0 C 5 ROVIDE NON-SHRINKING RISEAL CURB STATE EDUCATION LAW
LU
STOP AND BOX LU
MAST JOINT SEALANT U) �UTLET PIPE
T-0'
101-0110-- MIN CL 4'0 DR-1 8 PVC PITCHED IPPLE DRAWING No:
Uj AT 1/4" FT MIN.SLOPE
77. 0:
Cl. D
W
W.
•
44,CONCRETE TO BE INFILLED TO� XISTING 6"0 PIPE r-T-O"MIN
CREATE FORMED INVERT TO AT NOT
HIGHEST RECORDED-\ -ALED
LEAST THREE-QUARTERS OF THE R -cc 0
RETE FORMED �7 0-
z GROUNDWATER
PIPE DiANIETER 8" x.,je LEAST 3/4 OF
e. : WATER SERVICE PIPE
DIAMETERTHE OF THE UELLER MARK 11 ORISEAL 08iS
AC FILL MATERIAL SHALL B r \
4'0 CI F A N SAND AND GRAVEL EW CORPORATION VALVE WITH DRAIN MODEL -4
PIPE(6-0) EL \-4,000 PSI REINFORCED H-10284 OR APPROVED EQUAL mo:,: C
CO OF
SECTION VIEW • NCRETE AT 28 DAYS TO WATER MAIN
NOTE . . . Know what's below.
6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 4-MIN 1- 6-0` SUPPORT H-20 LOADING NOTE
EX
Ei
INCOMING SER
VICE
2
1 POLE BREAKER
4'0 SANITARY MANHOLE WITH DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. Call before you dig.
COVED/FORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL WATER SERVICE INSTALLATION DETAIL 1-800-272-4480
(SCDHS STANDARD DETAILS) N.T.S. N.T.S. N.T.S. MARC PILOTTA, P E. PAGE No:
N T.S. NEW YORK STATE PROFESSIONAL ENGINEER J;81558 4 OF 13
YAKey Civil\Projects\2024\24216-Ron Kuoppala.-705 County Road 48_Mafti1ucR\DrawingsWey Civil\24216-2026.10.10-SPP-7_TR-I_RPZ-O.dwg
i
PLANT SCHEDULE LANDSCAPE NOTES
f
"'
CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER NATIVE MATURE HEIGHT MATURE WIDTH 1• THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR
SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, 15.THE FOLLOWING BEST MANAGEMENT PRACTICES ARE RECOMMENDED LANDSCAPE COMPLIANCE CHART �y
UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. IN ALL LANDSCAPED AREAS:
SHADE TREES 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE COUNTY
SITE
ARAF 13 ACER RUBRUWAUTUMN FLAME'1 AUTUMN FLAME MAPLE 2112.3"CAL. B+B YES 40.60' 30.50' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE TOTAL LENGTH ALONG C
GTIS 6 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY 2112-3"CAL. B+B YES 40-60' 20.40' DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS IAAY REQUIRE THAT I. REQUIRE THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS IN O
NSW 4 WCOAZYLVATICA'WILDFIRE'I BLACK GUM 2112.3"CAL. B+B YES 30-50' 20-30' A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. LANDSCAPING. TREES SHALL BE PLANTED AT INTERVALS OF 30 ROAD 48(EXCLUDING DRIVEWAY):
4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F.
5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". I1. REQUIRE ONLY THE USE.OF ORGANIC FERTILIZERS WHERE THE
STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F./40=6.7 OR 7 TREES COMPLIES
EVERGREEN TREES OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTED s,
6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL MADE FOR TREES WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL
JV 34 JUNIPERUS VIRGENIANA I EASTERN RED CEDAR 6.7' 6+B YES 30-fi5' 8-25' PROPERTY. WITH 4 NSW(MORE THAN 7
UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. NITROGEN IN THE MIXTURE. ,
PR 26 PINUS RiGIDA I PITCH PINE 6.7• B+B YES 30.65' 20.50' TOTAL)
7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,!N ALL PLANTING 4t .
TOE 21 THUJA OCCIDENTALIS'EMERALD'1 EMERALD ARBORVITAE 6.T B+B YES 10-15• 6-8' AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. LANDSCAPE o o III. REQUIRE A MAXIMUM OF 1 LB.OF NITROGEN PER 1000 SQUARE FEET 280 ATTACHMENT 4 35/o OF 111,848 SF 40.2l0(442945 SF) COMPLIES K�u
8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PAN,MUST BE IN ANY ONE APPLICATION,VVITH A CUMULATIVE APPLICATION OF NO AREA
INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN
ORNAMENTAL TREES MORE THAN 2 LBS. PER 1,000 SQUARE FEET PER YEAR.
CFW 4 CORNUS FLORIDA'WHITE'f WHITE FLOWERING DOGWOOD 21I2.3"CAL. B+B YES 20-25' 15.25' THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: LANDSCAPING,TREES AND PLANTS REQUIRED BY
49
THESE REGULATIONS SHALL BE PLANTED IN A ,,1 '
8.a.PLANTS: MARCH 15 TO DECEMBER 15 IV. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING GROWING CONDITION ACCORDING TO ACCEPTED 1t
EVERGREEN SHRUBS 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST HORTICULTURAL PRACTICES,AND THEY SHALL BE
IGC 55 ILEX GLABRA'COMPACTA'I COMPACT INKBERRY 24.30" 5 GAL. YES 3-4• 4.6' 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 AND APRIL 1ST. MAINTAINED IN A HEALTHY GROWING CONDITION.
JHBH 18 JUNIPERUS HORIZONTALIS'BAR HARBOR'/BAR HARBORCREEPING JUNIPER 15-18"SPRD. 3 GAL. YES 9.12" 6-8' 280-92_A ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE COMPLIES
KL 6 KALMIA LATIFOLIA I MOUNTAIN LAUREL 24-30" 5 GAL. YES 5-15, 5.15, PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIFALITY'S V. THE USE OF PHOSPHOROUS-CONTAINING LAWN FERTILIZER IS ARE IN A CONDITION THAT DOES NOT FULFILL THE "LANDSCAPE NOTES'.
DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST INTENT OF THESE REGULATIONS SHALL BE
9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. REPLACED BY THE PROPERTY OWNER DURING
DECIDUOUS SHRUBS 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN THE THE NEXT PLANTING SEASON FOR THE
CAH 10 CLETHRA ALNIFOLIA'HUMMINGBIRD'I HUMMINGBIRD SUMMERSWEET 15-18" 3 GAL. YES 3-6' 3-6' PARTICULAR PLANT MATERIAL.
CSF 19 CORNUS SERICEA'FARROW I ARCTIC FIRE RED TWIG DOGWOOD 24-30" 3 GAL. YES 4-fi' 3.4� AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G.
SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS
MP 11 MYRICA PENSYLVANICA I NORTHERN BAYBERRY 30.36" B+B YES 5-10' 5.10, 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ALL LANDSCAPING,TREES AND PLANTING
o MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO sV^<"?:: ,;� � I Z dZ Terms R�, �1r1 ��� � �
APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(1p/o)OF THE VALUE OF THE LANDSCAPE ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST r., fix,
ORNAMENTAL GRASSES INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND INDICATES IT IS NECESSARY. GENERAL 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES
PV 13 PANICUM VIRGATUM I SWITCH GRASS 24.30" 2 GAL. YES 2-4' 2.T APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REQUIREMENTS PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS.
SSLB 26 SCHIZACHYRIUM SCOPARIUM I LITTLE BLUESTEM 15-18" 1 GAL. YES 1.5-2' 1.1.5' 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A,GROWING DAMAGE BY BARRIERS,CURBS OR OTHER MEANS. VICINITY MAP
CONDITION ACCORDING TO ACCEPTED HORTICULTURAL PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY TO THE EXTENT POSSIBLE,EXISTING TREES, N.T.S.
LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE VEGETATION AND UNIQUE SITE FEATURES,SUCH
PERENNIALS PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. AS STONE WALLS,SHALL BE RETAINED AND EXISTING VEGETATION IS
BA 14 BAPTISIA AUSTRALIS I BLUE FALSE INDIGO 15.18" 2 GAL, YES 3-4' 3.4' 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE 280-92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, PROTECTED BY MEANS OF A COMPLIES PROJECT DATA
MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. IF PROPERLY LOCATED,SHALL BE FULLY TREE PROTECTION FENCE AS r
14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION SHOWN ON THE PLAN. TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13
GROUND COVERS CREDITED AGAINST THE REQUIREMENTS OF
CPE 105 CAREX PENSYLVANICA I PENNSYLVANIA SEDGE 6-12" 1 GAL. YES .5.1' 1.2' POSSIBLE. THESE REGULATIONS. SITE AREA.................................. 111,848 SF(2.57 Acres)
RAGL 56 RHUS AROMATICA'GRO-LOW'1 GRO-LOW FRAGRANT SUMAC 15.18" 2 GAL. YES 2.3' 6.8'
IN CASES WHERE THE EDGE OF THE PAVEMENT ZONING....................................... LB LIMITED BUSINESS
WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING CURRENT USE........................... VACANT
\ \ COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL
28p-92-F COMPLIES
\ NO PHYSICAL POSSESION PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBLINE OF PROPOSED USE......................... CONTRACTOR'S BUSINESS
LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ \ BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. PROPOSED FOOTPRINT........... 22,020 SF
ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE LOCATIONS FOR PROPOSED \ THE STREET PAVEMENT.
USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 \ EVERGREEN TREES WITHIN LANDSCAPEINATURAL AREA... 44,945 SF
SINGLE FAMILY RESIDENCE IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL
THE NORTHERN AND EASTERN LANDSCAPE STRIP IN FRONT
LAND NOW OR FORMERLY OF BE A LANDSCAPED STRIP IN THE FRONT YARD PAVEMENT/CONCRETE AREA... 44,883 SF
THOMAS R. TALBOT 3 PR 1 PR 1 PR VEGETATED AREAS ARE FRONT YARD IS 60'AND
AREA;THE STRIP SHALL BE 25'.THERE SHALL BE
S.C.T.M. 1000-113-12-10.3 1 JV 1 JV 1 JV 5 JV 3 JV SHOWN SCHEMATICALLY AND LANDSCAPED 280-93 B BUILDINGS/PARKING LOTS HAVE COMPLIES
SINGLE FAMILY RESIDENCE 2)12 r` 9 " N 87 16'40"E 30()•00' SHALL BE FIELD LOCATED BY AREA ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING GREATER THAN 5'OF LANDSCAPE
- - - - �� ��
THE FRONT OF THE BUILDING IN ALL NON
6 „ LANDSCAPE CONTRACTOR AREA.
„ WITH THE INTENT TO FILL IN \ RESIDENTIAL DISTRICTS.
8110
711 Q 1 PR
THE GAPS OF THE EXISTING A BUFFER AREA SHALL BE REQUIRED ALONG ALL
�� \ 45'OF EXISTING WOODED
Q] " 6 6 I C)12 " BUFFER AND TO CREATE A BOUNDARIES OF A NONRESIDENTIAL LOT
n ..y 8 " �• '' �-/ L BUFFER AREA TO REMAIN ALONG
\ ] /, YEAR-ROUND SCREEN. ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT.
Q 7 010 7 ", Q9 /1 1." o ® 280 9a O COMPLIES
:.. x'6A
\ , 10 ] /;, / M1^; ,. - ,. ,..;,, �„ SUCH BUFFER AREA SHALL COMPLY WITH AT AREA SUPPLEMENTED WITH
/ 8 Q °' (3) ,PR LEAST THE FOLLOWING MINIMUM STANDARDS: (JV(PR).
- , ., ,0
"
` , LIMITED BUSINESS DISTRICT:20 FEET
1 PR 7 9 „ 1 ARAF 1� ]
2 ARAF „ „ �Q Q 11 " „ / 12 JHBH ANY DISTRICT OTHER THAN A RESIDENTIAL 25.6'OF EXISTING WOODED
9 IGC 06 1 9 r \ DISTRICT ADJOINING LAND OWNED OR SOUTHOLD TOWN
BUFFER AREA TO REMAIN ALONG PLANNING BOARD
<Iz, ;'_'• W;" w, `A \ 280.94-B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK COMPLIES
y W W , ', W•,;;,,_. THE EASTERN BOUNDARY.AREA
= o; COUNTY OR SOUTHOLD TOWN WITH CURRENT OR 9 47 CPE 58 CPE 1 CFW ,;,,,,'y/ SUPPLEMENTED WITH(JV/PR).
\ 6 JHBH - 1 CFW 11 TOE 3 KL =�' %"` '® � POTENTIAL USE AS PARKLAND:25 FEET.
\ W W / \ / THE BUFFER AREA SHALL BE OF EVERGREEN
10\OE 3 KL 6 RAGL ' 3 PR PLANTING OF SUCH TYPE, E OF E SPACING AND
" 1 0 ® ARRANGEMENT AS,IN THE JUDGMENT OF THE EXISTING VEGETATION LOCATED
TRANSITION
W' PLANNING BOARD,WILL EFFECTIVELY SCREEN ALONG EASTERN PROPERTY LINE
1 GTIS "1"%%-%�'- \ BUFFER AREA THE ACTIVITY ON THE LOT FROM THE SUPPLEMENTED WITH
\ 280 9a C NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM, EVERGREEN TREES(JV/PR)AT
3 JV COMPLIES
,
\ W;;;;;, � '--„w , .'. W.:
6 SHALL CONSIST OF A DOUBLE ROW 6-7'TALL. AREAS DEVOID OF
HE PLAN
6 RAGL ""' ""
"""' g / 1 --% ----%%-' OF TREES SIX GFEET IN HEIGHT PLANTED AT EXISTING VEGETATION INCLUDE
6'
ROW AT 10 7 10/10l25 JR REV.PER TOWN COMMENTS DATED 10/9/25
ON CENTER. A DOUBLE STAGGER
" FEET ON CENTER
FEET
n
' SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO
Ay 6 09/12/25 JR REV PER TOWN COMMENTS DATED 9/11/25
5 CSF r' TAKE ITS PLACE.
1 GTIS
6 RAGL W 5 2 ARAF 9 6 " VEGETATION\ U REVISIONS
r WHERE THE EXISTING TOPOGRAPHY AND/OR EXISTING VEGET 4 07131/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
LANDSCAPING PROVIDES ADEQUATE SCREENING, SURROUNDING SITE TO REMAIN
\ 2ARAF r/' ` "'"� ' \ ®/ , 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING AND ACT AS THE REQUIRED COMPLIES 3 05/06/25 JR UNAFFECTED SHEET
\ 8110 ® PLANTING AND/OR BUFFER AREA AS THE TRANSITION BUFFER AREA
o ALONG THE EASTERN AND 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT
REQUIRED PLANTING.
4 IGC off` 1 PR NORTHERN BOUNDARIES. COMMENTS
A..
9 IGC ALL USES REQUIRED TO PROVIDE 20 OR MORE 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
]+ \ 10 SF x 60 PARKING SPACES=600
OFF-STREET PARKING SPACES SHALL HAVE AT LANDSCAPE
W SF OF INTERIOR LA NO. DATE BY DESCRIPTION
1 \ LEAST 10 SQUARE FEET OF INTERIOR
L` 7� AREA REQUIRED
LANDSCAPING WITHIN THE PAVED PORTION OF
\ THE PARKING AREA FOR EACH PARKING SPACE 1;124 SF TOTAL PROVIDED REVISIONS
/� AND AT LEAST ONE TREE WITH A TWO-INCH NG SPACES 10_
I 280-95-A CALIPER FOR EVERY 10 PARKING SPACES OR TREES AIT 2"CAL.REQUIRED COMPLIES "
PROPOSED 1-STORY
' N THEREOF.EACH SEPARATE (GTIS) T 21 2 CAL PROVIDED
' BUILDING 1 PR LANDSCAPED AREA SHALL CONTAIN A MINIMUM
z 9,' CONTRACTOR'S „r,;;;q;:;r,:; \ OF 100 SQUARE FEET,SHALL HAVE A MINIMUM
6G SA `'
„ ., y 1 GTIS ;;;";. �" 3 JV SEPARATE LANDSCAPE / „y
BUSINESS 's:%'
. " A
„ 11 010 SF 6 RAGL , '; t a,. \ DIMENSION AREA AT EAST 100 SF IN AREA
„';;;;,,, ,: PLANTED WITH GRASS S OR SHRUBS AND SHALL
EACH SEP
\ 4 IGC a ;;; ;;;; 6 RAGL /�`I � :.. - �•, ® AND CONTAINS GROUNDCOVER
,
,,IK INCLUDE AT LEAST ONE TREE OF NOT LESS THAN
5 CSF sra;;;;; 1 GTIS ✓'"•r .+►"'"r
I::
TWO INCH CALIPER. ; ..
AND A TREE
"''" ..oov
ALL PERIMETER LANDSCAPE
PROPOSED 1 STORY sp - t"z.' : AREAS ARE AT LEAST 4'WIDE. alp H.a ,� %-my
LANDSCAPED A LANDSCAPED AREA SHALL BE PROVIDED ALONG ��
t .: f� 9,'/,R ,i � HAS '1%/h/
W� BUILDING „. :"` PARKING AREA
THE PERIMETER OF ANY PARKING AREA EXCEPT
CONTRACTOR'S 1 ®/ y '' W °� y 3PR \ THAT PORTION OF THE PARKING AREA WHICH ROWOFIGCICSFPLANTED 664 BLUE POINT ROAD, UNIT B
W BUSINESS v \ ALONG THE WEST PARKING LOT
51GC y 2ARAF y;' 2JV PROVIDES ACCESS TOASTREETORPARKING HOLTSVILLE NEW YORK 11742
11,010 SF _®__� AREA,LAWN AND EXISTING& f
\ 91GC % 2ARAF I 1 ',�i 1 PR FACILITY ON AN ADJACENT LOT.THE LANDSCAPED
x PROPOSED TREES TO THE EAST (631) 961-0506
000W \ 280.95-B AREA SHALL HAVE A MINIMUM DIMENSION OF PARKING LOT AREA COMPLIES
FOUR FEET,SHALL BE PLANTED WITH GRASS OR www.KeyCivilEngineering.com
;.
✓''�:::: ;;, SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE
499 LF OF PERIMETER/40'=12.5
OF NOT LESS THAN TWO-INCH CALIPER FOR
F EVERY 40 FEET LONG THE PERIMETER OF THE OR 13 TREES REQUIREDPROJECT NAME
W
6" ' W PARKING AREA�. ®J
yo
\ P 13(ARAF)AT 21/2"CAL
NO PHYSICAL POSSE510N
PROVIDED AT 40'O.C.ALONG
j
LAND NOW OR FORMERLY OF "" "'j 3 SSLBPERIMETER OF PARKING AREA PROPOSED
\ GULLY RFALY, LLC
\ S.C.LM- loon-t 73-t2-i2 W � .; s 3 SSLB eµy ` ZONE:PROTECTED TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN
VACANT
/ tixY � W 280 95 C HONEY LOCUST,PINE,OAK OR OTHER SIMILAR PARKING LOTS ARE
' COMPLIES
2 JV TING FAST-GROWING,HARDY
„
ZONE:LB LIMITED BUSINESS W y;, "�, � ® .J y `........' '�� %�%''j%'%�'%%%
USE:VACANT 5IGC _
s"s
:'"' "' " 1 GTIS ;;te;;;;;;�a;,'i� S.C.LM• 1000-1 i3-12- \
•" TREES WHERE APPROPRIATELY LOCATED VARIETIES
W) 3 SSLB y `" W LAND NOW OR FORMERLY 14 705 COUNTY ROAD 48
s " 5 IBC` ?N W„ Y 6 RAGL 012, TOWN of SOUTHOLD OF \
5 IGC ,GTIS '�,.;;•'';, �.j',M�C;'-s - :�� W W -� W W \4 :,: .' VACANT MATTITUCK, NY 11952
\ 3CSF ,W W W W W W 5CCl / / W W W ,, W W IRRIGATION NOTES
\ 6 RAGL :---:W;- CA ® / TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
,ARAF 1 PR DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
4 RAGL , 4 RAGL W 1 JV THIS IRRIGATION SYSTEM WILL REMAIN IN PLACE UNTIL ALL PLANTINGS ARE ESTABLISHED. ALL NATURAL BUFFER AREAS ARE
/ -� 3 SSLB 1 ARAF _ _ 5 CAH W W r12�' ^' PROP.SEEDED EXCLUDED FROM IRRIGATION. DRAWING TITLE
i_®1 ®J `® � 1 SSLB y LAWN AREA(TYP.) \ EQUIPMENT & STANDARDS
PROP.TREE PROTECTION \ -/
PROP.MULCH � ,� �, y �, �, ,� ,� �, ,, o - CONTROLLER: HUNTER PRO-HC 24 (SMART SCHEDULING ET RAIN SKIP)
\ FENCE(TYP.) BEDLINE(TYP.) W W 11� 5 JV W W „ 'G - RAIN SENSOR: HUNTER RAIN-CLIK/MINI-CLIK
LANDSCAPE PLAN
\ ,dFW 7JVs
5 JV " W W W W W W W W 13 PV° �' W W W - TURF: HUNTER PGP ROTORS (5 HEADS/ZONE)
11 MP W W W �t "`. - PRIVACY SCREENING: NETAFIM TECHLINE CV DRIPLINE
LOCATIONS FOR PROPOSED EVERGREEN TREES -' W d ,.� W W W W W W W W 3 PR
' �. 1 „�j�'' W W W W W W W W W .� ,; BACKFLOW PROTECTION: RPZ OR DCVA (PER CODE)
WITHIN THE EXISTING VEGETATED AREA ARE SHOWN - � W W - TEMPORARY SYSTEM REMOVED AFTER 1 YEAR
7 BA
SCHEMATICALLY AND SHALL BE FIELD LOCATED BY �. "&�, ,. `9�, ���. �' 3 SSLB �',w T «._ � �. �' W �' �. .' ' ':"�� ' \ DATE: 01/27/2025
LANDSCAPE CONTRACTOR WITH THE INTENT TO FILL _N - ;;p' .x' �'; '- 3 CSF ', i ��✓'. " r �, Y?, 'Y" " " . 4' °"".� y ,
\ IN THE GAPS OF THE EXISTING BUFFER AND TO " ,`6>� Q 3 SSLB y `� yl` �:.� ' I'�' �� ° �� �" % `�'' ";r<^�' ,:�"� ." ZONING do SCHEDULE (DRY MONTHS) 1" - 30'
CREATE AYEAR-ROUND SCREEN. ' �r" 3 SSLB
\ ` 7 BA w ,W „ W W ` +�` �.,•- 4 NSW /WEEK2PRIVACY SCREENINGNETAFlM DRIPUNEI.5 SCALE:
mat W W Y Y W ZONEAREA ETHDDHAROWARERUNTIMEFREQUENCYIPRIVACY SCREEN DRIPUNEI.5 HR3x PROJECT NUMBER: 24216
1 CFW t 'i W W HR3•/WEEK3LAWNHUNTER PGP ROTORS (5 HEADS)45 MIN3•/WEEK4LAWNHUNTER PGP ROTORS (5 HEADS)45 MIN3x/WEEKWATER USAGE (50% REDUCTION
5'WIDE FILL EASEMENT IN /, „
FAVOR OF COUNTY OF SUFFOLK „ 3 CSF �� W W W W W W W W W W )
Q6 3SSL6 +�w � �$ � �. W y .� �. .� .� �. APPLIED DRAWING BY: JR
;,. W W y PRIVACY SCREENING -- NETAFIM DRIP (ZONES 1-2)
528.64' , W W W W W W W W W W W W W W
_ - - - - - - - - LENGTH: 1,500 FT TOTAL CHECKED BY: DP
87116'40' ' 30 0' - WEEKLY: w 2,025 GALLONS
EF�� APPROVED BY: MP
W w w W -W W W - - MONTHLY: Fw 8,100 GALLONS
G"
LAWN -- HUNTER PGP ROTORS (ZONES 3-4)
- 5 HEADS/ZONE, -2.0 GPM/HEAD SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS
.., _
PROP.LAWN TO EXTEND TO - WEEKLY: a 1,350 GALLONS DOCUMENT EXCEPT BY A LICENSED
COMBINED
GALLONS F t4EW y,� PROFESSIONAL
AL ENGINEER IS A
EXIST.CURBLINE ALONG ����� - "�- � E sccTloN nas,
COUNTY FD.48 TYP. SUB STATE EDUCATION
FHENE WYORK
Know what's below. WF�ST �OT_Tl`�T� )TRAVEL LANE Q� O q
Call before you dig.
- WEEKLY: � 3,375 GALLONS � '�4 �'
._.. _ ,� G PILOr
1-800-272-4480 _._.......' �..-..-...._-.-. co cc DRAWING No:
GRAPHIC SCALE T li�ffiJDLE ROAD * f
NOT (�!., PALED
30 0 15 30 60 120 N®RTH ROAL1 0-
CST TF'F®LK- Cot. Roman �, s 081 C-5
p (� P
AROF'E
( IN FEET )
1 inch = 30 ft.
MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 13
Y^,Key Civil\Prolects',2024'\,24216_Ron Kuoppala.-705 County Road 48..Mattituck\Drawmgs\Key Civd\24216_.2025.10.10_SPP-7._TR-1._RPZ-O.dwg
i
STTEk_,0
.
4
485
syj'
NO"'S
1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE
OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE
CONTAINER
2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE NOTES:
FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
3. SOIL AMENDMENTS:'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY
BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICATIONS
'MODIFY EXTREMELY SANDY SOILS(MORE THAN SAND)BY ADDING ORGANIC MATTER AND/OR
TOTAL MIX 2. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP 5"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-10-10 FERTILIZER
DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOT SHAL.I.BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F, LIME SHALL BE
*MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART:
AVOID PURCHASING TREES WITH *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX
TWO LEADERS OR REMOVE ONE AT SOIL TEXTURE TONS/ACRE LBS/1.000 S.F.
PLANTING:OTHERWISE,DO NOT 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 }}AA „� ,,g�A�ee°°yy eeyy y/ tt''>>
PRUNE TREE AT PLANTING EXCEPT
SANDY LOAM,LOAM,SILT LOAM 2 90 • 4•stap datS";1',»'l,024 Terms; T".eport a map emt)r
FOR SPECIFIC STRUCTURAL
LOAMY SAND,SAND 1 45
CORRECTIONS
ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED VICINITY MAP
DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SPACING"D" ROW"A„ BASFD ON SITE SPECIFIC SOIL TF-STS.
SEVERAL INCHES HIGHER IN POORLY N.T.S.
DRAINING SOILS SPACING CHART 2.TOPSOIL SHAH BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER.
3"DOUBLE SHREDDED ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN.
HARDWOOD MULCH(DO NOT IJOT TO SCALE 6"O.C. 5.20° PROJECT DATA
PLACE MULCH 1N CONTACT CUT BANDS OF WIRE BASKET AND 3.CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR
WITH TREE TRUNK) FOLD AWAY FROM TOP OF ROOT TO APPLICATION OF SEED.
BALL 8"O.C. 6.93"
HOLE SHALL BE 2 1/2 TIMES THE
4. ('�s;NFRU.!_!'•V%hEA7P1'TFf:=L'a..E P;H!:'.t nL.•Xµz6t-<:, TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12.Lot 13
WIDTH OF THE ROOT BALL
4"BUILT-UP EARTH SAUCER loll O.C. 8.66" SEED MIXTURE LBS/ACRE LBS/1,000 S.F, SITE AREA,................................. 111,848 SF(2.57 Acres)
FINE FESCUE(BLEND) OPTIMAL PLANTING DATES
ROPES AT TOP OF BALL BACKFILL SOIL ZONE sB a.6A=3/15-s/31 - ZONING....................................... LB LIMITED BUSINESS
HARD FESCUE SHALL BE CUT AND l2"O.C. 10.40" 130 3.0 3/1-10/1 CURRENT USE........................... VACANT
°1 PART SOIL AMENDMENT p p CHEW'INGS FESCUE
REMOVED. FOLD BACK •' (BASED ON SOIL TEST) Q ZONE 68= 3/1-4/30
STRONG CREEPING RED FESCUE 8/15-10/15
TOP BI OF BURLAP. ALL ")!:I i(:� '!I I•'�;'�,•' 1•..•••;• .,:.i I I:';:' 03 PARTS NATIVE TOPSOIL 15"O.Ci 13.00" KENTUCKY BLUEGRASS 45 O.Y ZONE 7A&78=2/1-4/30
NON-BIODEGRADABLE ••••'
MATERIAL SHALL BE -`'"" "'�••• 15 1 30 D CONTRACTOR'S BUSINESS
REMOVED, , �• •.�" 4-6"DEEPER THAN ROOT BALL """"""""""""'D
PERENNIAL-RYEGRASS 7.0 0.5
B/ - o/ PROPOSE USE CON RACT '
18"O.C. 15.60" *WHITE CLOVER s 0.1 PROPOSED FOOTPRINT........... 22,020SF
UNDISTURBED SUBGRADE '""'" " TAMP SOIL SOLIDLY AROUND BASE MAINTENANCE LEVEL
OF ROOT BALL
24"O.C. 20.80" (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL LANDSCAPE/NATURAL AREA... 44,945 SF
DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME
TAPERED SIDES REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 BOTTOM OF HOLE 30"O.C. 26.00" (0)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT PAVEMENT/CONCRETE AREA... 44,883 SF
PLANTED ON CENTER(SEE SPACING CHART) *WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS
EVERGREEN TREE PLANTING DETAIL S.SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER, ONCE APPLIED,FIRM
"'.""..... """""....."""""""""""""""""""""......""......"'"""""'"""""' THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT.
NOT TO SCALF 36"O.C. 30.00"
6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE
RATE OF 1 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT
APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE
ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE
2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,CRIMPER,OR
LIQUID MULCH-BINDER. �— rl
HARDWOOD MULCH(DO NOT 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING I ��I IWL�D
PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION 1S WELL ESTABLISHED. �_ LLL
BASE OF THE PLANT) OCT16 2025
GENTLY PULL ROOTS AWAY M lJ
SOUTHOLD TOWN
I' TOPSOIL MASS WITH FINGERS
• i.....�I PLANNING BOARD
I
f
1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE t' BACKFILL SOIL
OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE ::; .+.• `� ti.
CONTAINER '.'• ;.........;I; NT
- + ----: PART SOIL AMENDME
NT
!
2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE ! ! ,.+'+• +': .I�^,- _ „+',•• '- (BASED ON SOIL TEST)
FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. :', ---j.: "'. •< _ ,.r.•• L - — t ••L --
3. SOIL AMENDMENTS: 3 .'�•: •.t.: ' '. L, •, -i::.::::j .,.`: .:... ' .. !I..::.: °3 PARTS NATIVE TOPSOIL
°MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% LA CY OR SILT)BY ADDING COMPOSTED PINT !--- ':3 ;,. r:,•• I
BARK(UP TO 30%BY VOLUME)OR GYPSUM ' 3
.... _......1,
MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)8Y ADDING ORGANIC MATTER AND/OR
,
UNDISTURBED SUBGRADE
DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX
AVOID PURCHASING TREES WITH
TWO LEADERS OR REMOVE ONE AT 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9125
PLANTING:OTHERWISE,DO NOT
PRUNE TREE AT PLANTING EXCEPT
FOR SPECIFIC STRUCTURAL GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25
CORRECTIONS
N.T.S 5 08/29/25 JR MISCELLANEOUS REVISIONS
DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN POORLY
DRAINING SOILS 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
HOLE SHALL BE 2 1/2 TIMES THE
WIDTH OF THE ROOT BALL CUT BANDS OF WIRE BASKET AND 3 05/06/25 JR UNAFFECTED SHEET
3"DOUBLE SHREDDED FOLD AWAY FROM TOP OF ROOT
HARDWOOD MULCH(DO NOT 2 05/01/25 JR
BALL REV.F'ER SCDPW&HEALTH DEPARTMENT
PLACE MULCH IN CONTACT COMMENTS
WITH TREE TRUNK) 4'BUILT-UP EARTH SAUCER
1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
ROPES AT TOP OF BALL BACKFILL SOIL
SHALL BE CUT AND
REMOVED. FOLD BACK °1 PART SOIL AMENDMENT
••s (BASED ON SOIL TEST)
TOP 1/3 OF BURLAP. ALL 3 PARTS NATIVE TOPSOIL
NON-BIODEGRADABLE
'--!��•� *1 L••,'' E BY DESCRIPTION
REVISIONS
MATERIAL SHALL BE .._,. '...••r•... -..••.;
+�5.. ..,'�'• ` ...;;:i.:;,, '. I€ ^�! 4-6"DEEPER THAN ROOT BALL
REMOVED. --
NOTES:
UNDISTURBED SUBGRADE • " `` TAMP SOIL SOLIDLY AROUND BASE 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER "
OF ROOT BALL
OF THE CONTAINER.
DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN
TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS:
ECIIzL#4�t....va TREE __--PLANTING L3E DETAIL
- 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM .'•� ,;;,..,,�,�%
NOT TO SCALE. *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX '
8"TO 12"
III hg , M R ,
664 BLUE POINT ROAD, UNIT B
HOLTSVILLE, NEW YORK 11742
(631) 961-0506
TOP OF SHRUB ROOT BALL SHALL BE SET www.KeyC!vilEngineering.com
ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE
REMOVED. FOLD BACK TOP I/3OFBURLAP. PROJECT NAME
ALL NON-BIODEGRADABLE MATERIAL SHALL
3"DOUBLE SHREDDED HARDWOOD PROPOSED
BE REMOVED.
MULCH(DO NOT PLACE MULCH AGAINST
TREE PROTECTION ZONF/DRIPLINE THE BASE OF THE PLAN ) C TOR'S BUSINESS
is
PLANTING HOLE SHALL BE 12"TO
L
18"DEEP. FOR LARGER SHRUB - L ..: ,; ,'•�. .; _:' ..; { L I ;; :?h€ " CONTAINER-GROWN PLANT WITH
' ROOTS PULLED OUT OF BALL
BUILDINGb
ROOT BALLS,MAKE DEPTH MIN.4"
• DEEPER THAN BALL. L
, •' .S • � - -I' BACKFILL SOIL 705 COUNTY ROAD
` € _ NT MATTITU=I CK NY 11952
' - TOWN OF SOUTHOL COUNTY OF SUFF
°1 PART SOIL AMENDMENT
5
�'-„ �•• �'..', '•• ;: BASED ON SOIL TEST D, C OLK
BALLED AND BURLAPPED PLANT ( )
,:.. :;!........I::.......:I:....._:!,... .i :... I(..... , I .: ; I:::., I:;:.....,:IL........I!:......-!I!.:......: :......:f ,:i, ::( : .. I
.. :1.......1:: . ...:I I .(! ..... ! !....... €. .... ........: ........I::........! !.........;! ......... ;......... i I.........'i(.........,:: ... 3 PARTS NATIVE TOPSOIL
DIST.1 qqq, SECT.. 113, BLOCK. 12, LOT. 13
a 4'TALL FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE DRAWING TITLE ORANGE HIGH-DENSITY AREA WITHIN TREEPROTECTION ZONE TO REMAIN BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000
CONSTRUCTION FENCE OR
APPROVED EQUAL UNDISTURBED DURING
CONSTRUCTION
6'LONG WOOD OR STEEL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL LANDSCAPE DETAILS
FENCE POSTS. POSTS SHALL
BE SPACED HORIZONTALLY 8' N.T.S.
ON CENTER MAXIMUM.
DATE: 01/27/2025
.23
SCALE: N.T.S.
wf„...gitmN: `,i*">� >'^t✓,;:;:::','r'. ;;L:<;.e;: AREA OF SITE
AREA OF SITE kt.,�w;; j�','""«g ;,<rz-!;:;':,y'�W �y5'';2 �>:-`.wL<>. •N., q�
CONSTRUCTION ";;;y,P; "'''" ^',"�sN„" �,.'ay�•`; '^;, '>" � CONSTRUCTION
m.
PROJECT NUMBER: 24216
DRAWING BY: JR
. . 2'
CHECKED BY: DP
REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED BY: MP
TREE PROTECTION FENCE DETAIL
SEAL 8L SIGNATURE: ALTERATION OR ADDITION TO THIS
ALTERATION
DOCUMENT EXCEPT BY A LICENSED
L
O� NE w PROFESSIONAL ENGINEER IS A
VIOLATION OF SECTION 7209,
��^� SUB-DIEN 2,OF THE NEW YORK
STATE EDUCATION LAW
�P DRAWING No:
ul
NOT r(fi>r iC ALED 2
A
::.:i':i 'r..:. _
Know what's below. AOFE �
Call before you dig.
1-800-272-4480
MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 13
YAKey Civil\Projects12024124216-Ron Kuoppala_705 County Road 48_Mattltuc1k\DrawingslKey Ciw1124216-2025.10.10_SPP-7-TR-I-RPZ-O.dwg
i
n�.
SITE LIGHTING NOTES ` `R
1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES.
LUMINAIRE SCHEDULE 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR
CALCULATION SUMMARY WRITTEN APPROVAL FROM THE ENGINEER. % ST
TE
FIXTURE FIXTURE MANUFACTURER/FIXTURE DESCRIPTION/ MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL
SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MOUNTING TYPE HEIGHT LLF TEMPERATURE PER FIX. LUMENS WATTS WATTS LABEL CALC TYPE UNITS AVG MAX MIN AVGIMIN MAX/MIN 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES.
PARKING LOT ILLUMINANCE Fc 0.41 3.20 0.00 N/A N/A 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL
COOPER IXTORIB-YITYPE III-SHORT-FULL ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE :
19 A SINGLE 1 15'-0" 0.900 3000 K 1,327 25,213 12 228.0
CUTOFF/CROSSTOUR WALL MOUNT/BUILDING FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN.
W;;.*
5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS.
6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. '
4A
7, NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENOR TIMERS,WHERE LIGHTS WILL BE TURNED ON HOUR AFTER
DUSK UNTIL 10 PM.
SITE LIGHTING COMPLIANCE TABLE
TOWN OF SOUTHOLD CODE-SECTION 172-5
PERMITTEDIREQUIRED PROVIDED
MAXIMUM MOUNTING HEIGHT 35'-0" 15'-0"
MAXIMUM LUMENS FOR COMMERCIAL USE 10,000 LUMENS/ACRE x 2.57 COMPLIES(25,213 LUMENS) � p Plata 24 Torm kport mp error
ACRES=25,700 LUMENS
MAXIMUM fc 5 fc 3.10 fc 0 VICINITY MAP
N.T.S.
\ MAXIMUM LUMINANCE AT PROPERTY LINE
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LAND NOW OR FORMERLY OF ZONE:R-SO RESIDENCE \
ZONE:R-80 RESIDENCE JAMES H. JAC08S JR. k S N M. ACOBS I�SE:RESIDENCE \ \ TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13
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SINGLI�FAMILY RESIDENCE SITE AREA.................................. 111,848 SF(2.57 Acres)
LAND NOW OR FORMERLY OF
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S.C.T.M. 1000 2-10.3
SINGLE FAMILYY RESIDENCE N 87"1G'40" E 300.00'
_ CURRENT USE........................... VACANT
RESI OL)lOL " 9 "
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A 5 08/29/25 JR MISCELLANEOUS REVISIONS
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.�""r► -STORY
PER TOWN COMMENTS
PROPOSED 1-STO 'fir
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CONTRACTOR'S \ 1 04/14/25 JR REVISE LIGHTING P
BUSINESS , \ NO. DATE BY DESCRIPTION
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NO PHYSICAL POSSESION
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\e- LAND NOW OR FORMERLY OF PROPOSED
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BUILDINGS
705 COUNTY ROAD 48
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DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
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..J b.G b.o b. .o �. b.o b.G �. 1, 1, r r 1 b.G h.o o.n 1JElFi�f ll SCALE: 1" = 30'
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PROJECT UMBER 24216
DRAWING BY: JR
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----------------------------------------------------- APPROVED BY: MP
I
SEAL SIGNATURE: ALTERATIONOR ADDITION TO THIS
DOCUMENT EXCEPT BY A LICENSED
Know what's beIOW. T TMT ®� p �� wk E VWv �� PROFESSIONAL OF ENGINEER IS A
Call before you dig. (5L7FF®Ll� COV1�l THY R®v&AD 48) {'ems VV VIOLATION , SECTION 7209,
���G pILOTrq �� SUB-DIVISION 2,OF THE NEW YORK
STATE EDUCATION LAW
ASP
1-800-272-4480 cc DRAWING No:~'�
* ul
NOT IALED
GRAPHIC SCALE
30 0 1 30 60 120
0816 Pv (�_7
OAROFE
( IN FEET )
1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL ENGINEER /081558 1 7 OF 13
Y.\Key Civil\Projects024\24216_Ron Kuoppala-705 County Road 48_Mattltuck\Drawings\Key Civ:1124216-.2025.10.10 SPP-7_TR-1--RPZ-o.dwg
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SOIL EROSION & SEDIMENT CONTROL NOTES:
4 W...
1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES.
\ \ 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM
\ NO PHYSICAL POSSESION RECOMMENDED PRACTICES. CONTRACTOR SHALL INSTALL ANY ADDITIONAL SITE SPECIFIC PRACTICES NEEDED TO
LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \
ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE \ \ PROTECT WATER QUALITY AND THE PRICE SHALL BE INCLUDED IN BID FOR WORK. ADDITIONAL STORMWATER
USE:RESIDENCE S.C.T.M. 1000-113_12-10.2 \ MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND
SINGLE FAMILY RESIDENCE STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR
LAND NOW OR FORMERLY OF TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF
THOMAS R. TALBOT
S.C.T.M. 1000-113-12-10.3 THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER
SINGLE FAMILY RESIDENCE „2)12 9 " N 87°16'40" E 300.00' / DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
6 „ C
3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES11
f!
$ 0 07 0$ 6 A '� THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE f,� g� uta02 �S R1vrt 1r
0711 0611 6 "0 01$ " Y 4 �-`_/ \ WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC PERMIT NO.
0711 0$ " 7 ,r _-_- -�1-ti--�` 6 „ GP-0-25-001 OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE
0711 0100 ENVIRONMENT, VICINITY MAP
---��-�J 1-0, f'S. 0711 (3)�' `` n N.T.S.
i-- ,t J �� 4. ALL STORMWATER MANAGEMENT PRACTICES SHALL BE INSPECTED BY THE ENGINEER OF RECORD AS THEY ARE
" 011 7 1/ 01011
710 T CONSTRUCTED. NOTIFY ENGINEER OF THE START OF CONSTRUCTION AND DURATION A MINIMUM OF 2 WORKING DAYS
9 "
1$ 11 r „ „ o PRIOR TO COMMENCEMENT OF CONSTRUCTION. WITHOUT PROPER INSPECTION, CONTRACTOR PJ1AY BE REQUIRED TO PROJECT DATA
/ 061,
07 \ REMOVE AND REINSTALL STORMWATER MANAGEMENT PRACTICES AT CONTRACTORS EXPENSE.
O$ " 4 J, \ 4.1. DRYWELLS TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13
APPROXIMATE LOCATION OF 09 1, 3 0
42 i ' ® K SITE AREA.................................. 111,848 SF(2.57 Acres)
MATERIAL OR SOIL STOCKPILE 06 " 5. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATION FOR EROSION AND
/- ----� ®) SEDIMENT CONTROL("BLUE BOOK")DATED NOVEMBER 2016,THE SWPPP(STORM WATER POLLUTION PREVENTION PLAN) ZONING....................................... LB LIMITED BUSINESS
PROPOSED INLET 0 DRAWINGS AND REPORTS PREPARED SPECIFICALLY FOR THIS PROJECT,AND THE REQUIREMENTS OF THE NEW YORK CURRENT USE........................... VACANT
I�-' '� t 42
PROTECTION(TYP.) \� \ ®/ STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES
PERMIT N0.GP-0-25-001 EFFECTIVE JANUARY 29,2025. PROPOSED USE......................... CONTRACTOR'S BUSINESS
- 6 APPROXIMATE LOCATION OF \
CONSTRUCTION DUMPSTER PROPOSED FOOTPRINT........... 22,020 SF
\ 6. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE
\� SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT LANDSCAPE/NATURAL AREA... 44,945SF
i A�i 1 1 CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD.
PAVEMENT/CONCRETE AREA 44,883 SF
. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT
06„
ACTIVITYWOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION
,ry
COMPLIANCE WITH THE CONDITIONS OF NYS DEC GENERAL PERMIT GP-0-25-001 OR IMPLEMENT EROSION AND SEDIMENT
\ CONTROL PRACTICES SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED!RELOCATED BY CON
TRACTOR AS
IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES.
i
8. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE ���
vw .0010.
i .:, \ 8 110 ® PRICE BID FOR THE SITE WORK.
�►
OCT 16 2025
9. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION
j
e SEQUENCE. SOUTHULD TOWN
7,0 \ \ PLANNING BOARD
( } 10. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
., .j;o
•"""�� RECOMMENDATIONS AND REQUIREMENTS.
i 1t O
11. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION
MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE
.' � a� PRO -STORY f 0141' T\ ®/ POSED 1-STOr t THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL
BUILDING IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR
. `�„ .. . CONTRACTOR'S \ SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE
\) B SS \ F \ ACTIONS IN A REASONABLE TIME FRAME.
1 010
.r✓� _\ ® 12. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES
w " F L. 41. f �t ` (1/2 ONE-HALF CAPACITY UNLESS OTHERWISE NOTED 0 AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25
75 R
✓': /� INCORPORATED INTO THE SITE IN A STABILIZED MANNER.
6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25
0000 PROPOSED 1-STORY 13. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED
BUILDING ( y GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE N SEASO T GROWING THEY SHALL BE 5 08/29/25 JR MISCELLANEOUS REVISIONS
W
CONTRACTOR'S
Act STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES.
BUSINESS �� d 'y \ 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
11,010 SF ( ®'A 14. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF
$ t 3 05/06/25 JR UNAFFECTED SHEET
F.F. E. 41.75 ` . - + \ 11 CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED.
0 APPROXIMATE LOCATION 0 REV.PER SCDPW&HEALTH DEPARTMENT
:: JOB TRAILER AND 15 E AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER 2 05101125 JR C
'� TEMPORARY SANITARY OF ALL UPSTREAMCOMMENTS
REM ION CONTROL MEASURES SILT,A
/TRIBUTARY AREAS. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
""�� E FACILITIES(IF NEEDED)
C B DEBRIS SHALL NOT BE BURIED ON THE S 16 6" . SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF
\ NO. DATE BY DESCRIPTION
NO PHYSICAL POSSESIpN IN ACCORDANCE WITH ALL CI TAT ND FEDERAL LAWS AND APPLICABLE CODES.
k
LAND NOW OR FORMERLY OF
\ TYS EA
\ GULLY REALM, LLa , 4J ZONE:PROTECTED 17. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. REVISIONS
\ S.C.T.M. tODO-113-12-12 R
VACANT ( tN�s �� CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER
FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES.
ZONE:r_>3 LIMITED BusrNEss ® 18. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR,
USE:VACANT S.C.T.M. 1000-113-12-14 \
LAND NOW OR FORMERLY OF
TOWN of SOUTHOLO \ 19. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION.
VACANT
:
20. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE
AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE
40 /1 SITE. Of"`���✓✓✓ 21. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS H�
4 `r \ NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM
FOR WHICH THE PROJECT IMPACTS. 664 BLUE POINT ROAD, UNIT B
PROPOSED INLET 1� \ FIOLTSVILLE, NEW YORK 11742
PROTECTION(TYP.) 22. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL
\ F t�-24'-�I 0$ " ? STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY [631) 961-0505
PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL WWW.KeyCIVllEngineering.com
PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED
APPROXIMATE LOCATION IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME
' 15 ,10 T OF CONCRETE TRUCK \
/ 0 9 1 \ o \ WASHOUT STATION T \ 23, CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS PROPOSED
®^®^
\ AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. r K P J
7 110 __-' A z 24. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE V11"MITRACTOR"S BUSINESS
L
\ W RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS.
,,0 6 FAVOR OF(COUNTY OF SUFFOLK ,r $ ,0 0� 1 0 !
--�_�- N 25. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: BUILDIN
528.E4' Q7 a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE
- - - - _ - - - a! 4 6`40 � 00 00' INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE 705 COUNTY ROAD 48
W W 41 W �'- W 40 W EE1 b. INLET PROTE
CNED TION O MATTITUCK, NY 11952
CTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED.
------------- ---- --------- -------- ------------------------ c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
PROPOSED CONSTRUCTION FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE, SHOULD EXCESSIVE DUST BE GENERATED, THE DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
ENTRANCE/EXIT.RELOCATE AS CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST.
NECESSARY FOR REQUIRED
DRAWING TITLE
CONSTRUCTION PHASING 26. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING
SOLID WHITE LINE PROPOSED SILT FENCE TO BE CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION &
PLACED DOWN GRADIENT OF VSTE'ST' .�OUNI? VEL LrANE CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR
DISTURBED AREAS IN ASPHALT SOLID YELLOW LINE _. CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS.
--- AREAS.CONTRACTOR TO RELOCATE --
DURING THE COURSE OF EDGE F PAVEMENT 27. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL SEDIMENT CONTROL PLAN
CONSTRUCTION ACTIVITIES, -GRASS MEDIAN .��LE ROAD NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION
N®R_r IZ.O160011, OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED
WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED.
CS � LK COiJ2VTY ROAD 4.8) DATE: 01/27/2025
28. CONTRACTOR SHALL SCHEDULE ON-SITE PRE-CONSTRUCTION MEETING A MINIMUM 5 DAYS PRIOR TO ANY GROUND
DISTURBANCE WITH THEIR TRAINED CONTRACTOR,OWNER,AND ENGINEER OF RECORD. SCALE: ill = 30'
PROJECT NUMBER: 24216
DRAWING BY: JR
t= . , AREA DATA CHECKED BY: DP
<�I:... PROPERTY AREA................................ 111,848 SF(2.57 Acres)
APPROVED BY: MP
ALTERATION OR ADDITION TO THIS
TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) SEAL& SIGNATURE:
DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A
Know what's below. EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) Q NE w rO SVIOLATION OF SECTION 7209,
UB-DIVISION 2,OF THE NEW YORK
Call before you dig.
STATE EDUCATION LAW
PERVIOUS AREA 111,848 SF(2.57 Acres) �4PQG T,q
PILOy"
1-800-272 44 0
PROPOSED IMPERVIOUS AREA 66,903 SF(1.54 Acres) C0 DRAWING No:
UJI
PERVIOUS AREA 44,945 SF(1.03 Acres) * r>'' 1 W
GRAPHIC SCALE 0
NOT ,I,.P! ALED
30 0 15 30 60 120
2 OA 08i5 C-V
OFEO
( IN FEET )
1 inch = 30 ft.
MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 13
Y:\Key CIVII\Prolects'12024Q4216_Ron Kuoppala._705 County Road 48..Mattituck\DrawingsIKey CivIA24216.2025.10.10.SPP-7._TR-1,-RPZ-O.dwg
TREE PROTECTION ZONE/DRIPLINE
INSTALL PAD LOCK
(SEE NOTE 2)
ST E
4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPDES i HIGH-DENSITY CONSTRUCTION PERMIT ID#,AND CONTACT
FENCE OR APPROVED EQUAL REA WITHIN TREE PROTECTION INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR
A
ZONE TO REMAIN UNDISTURBED OTHER CONTAINER ABLE TO HOLD
A MINIMUM OF ONE 3"THREE RING
6'LONG WOOD OR STEEL DURING CONSTRUCTION
BINDER IN GOOD CONDITION.
FENCE POSTS, POSTS SHALL 4
BE SPACED HOR`.ZONTALLY 8' y,,.; •-, rz- zyre r- ri'i^ a ._.. ., .
ON CENTER MAXIMUM. CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES:
% ;;;, ;r •;: }, y 4;,;£ 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE
Y2
4' CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING
AREA OF SITE � .,:;.. ,.:>; ;.,, �'T ' ,.;
-" y'; :;�. AREA OF SITE NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION.
CONSTRUCTION -; ,,: - CONSTRUCTION 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE
COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE
IJ 2 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY
CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER/OPERATOR. SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY
4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS
TREE PROTECTION FENCE NOTES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTSIEXAMPLES
1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF CONSTRUCTION PERMIT PAPERWORK INCLUDES:
DISTURBANCE
A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL I SILT FENCE
2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. NOI(NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC.
C. NOI SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS
COMPACTION OF TREE ROOTS. WEEKLY OR AS REQUIRED J
D. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION !/
TREE PROTECTION FENCE E. NYS DEC GENERAL PERMIT No.GP-0-25-001. AREAS WHERE TOPSOIL IS STRIPPED ONLY• GROUP A&B GROUP C&D PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE ` `a>. MBg13?> # Terms # �t�p gu �z
F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. NO CHANGE IN GRADE CONSTRUCTION ACTIVITIES.
APPLY 6 INCHES OF AERATE'AND APPLY
N.T.S. TOPSOIL 6 INCHES OF TOPSOIL CONSTRUCTION IDENTIFY THE OSTAGING AREAS
IL STOCKPILE ORAGEAND VICINITY MAP
CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL
N.T.S. GROUP A&B GROUP C&D
EARTHWORK APPLY DUST CONTROL N.T.S.
AREAS OF CUT OR -
AERATE'AND APPLY APPLY FULL SOIL
6 INCHES OF TOPSOIL RESTORATION*' INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY PROJECT DATA
6 INCH
HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN APPLY FULL SOIL RESTORATION SWEEP THE SOIL ON ROADWAYS TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13
A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTION AND COMPOST
WITHIN A 5 FOOT PERIMETER AROUND ENHANCEMENT) BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.-............................... 111,848 SF(2.57 Acres)
FOUNDATION WALLS) STABILIZATION AS REQUIRED
SILT FENCE NOTES KEEP CONSTRUCTION EQUIPMENT FROM ZONING....................................... LB LIMITED BUSINESS
RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM
1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. AREAS WHERE RUNOFF REDUCTION AND/OR RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY CONTROL WEEKLY OR AS REQUIRED CURRENT USE........................... VACANT
2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. DEFINITION APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING
3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE
THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. INFILTRATION PRACTICES ARE APP-IED SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES.CONSTRUCT INSTALL INLET PROTECTION FOR NEW SYSTEM PROPOSED USE......................... CONTRACTOR'S BUSINESS
GOVERNING AGENCY, FENCE AROUND BMP. GRADING,DRAINAGE,& GRADE SITE AREAS PROPOSED FOOTPRINT........... 22,020 SF
I PURPOSE UTILITY INSTALLATION AND
4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION IS REQUIRED ON
5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA... 44,945 SF
TRAFFIC SAFETY PROBLEMS. REDEVELOPMENT PROJECTS EXISTING IMPERVIOUS AREA WILL BE
6 REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 44,883 SF
CONDITIONS WHERE PRACTICE APPLIES CONVERTED TO PERVIOUS AREA.
UPSTREAM/AREA OF DOWNSTREAM I EXISTING ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE 'AERATION INCLUDES THE USE OFMACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED
DISTURBANCE�UNDISTURBED GROUND DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. ROLLER WITH MANY SPIKES MAKIN3INDENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. POST CONSTRUCTION CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY
'*PER"DEEP RIPPING AND DE-CONPACTION,DEC 2008". STORMWATER MANAGEMENT ANNUALLY OR AS REQUIRED
DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF
_ --WOOD OR METAL FENCE POSTS SPACED CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES:
8'-0"O.C.MAXIMUM (METAL FENCE INSPECTION REQUIRED EPLANNING
APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN:SEE 1. SOIL RESTORATION IS TO EE APPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HASN Y.S.SPECIFICATIONS(T-O"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN. THIS IS GENERALLY APPLIED IN THEPRE-CONSTRUCTION
CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENTFLOW z WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THER IS A POTENTIAL FOR THE MATERIAL TO ESTABLISHMENT OF AN 4PPROPRIATE GROUND COVER TO MAINTAIN THE SOIL STRUCTURE. SOIL RESTORATION TRAINED CONTRACTOR:DAILY INSPECT SEDIMENT BASINS,PERIMETER SEDIMENT UPDATE SWPPP AS 6 2025ROTATE POSTS TOGETHER CONTROLS,STABILIZED CONSTRUCTION ACCESS,INLETWASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE A PLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN REQUIREDBEFORE INSTALLATION APPROVAL FROM THE NYSDEC. PERFORMANCE. QUALIFIED INSPECTOR:1NVK PROTECTION,AND OTHER BMPS D TOdVNCOMPACTED SOILN / BOARD
SECOND POST FINAL STABILIZATION
SILT FENCE CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/S"METAL BAR 12 INCHES INTO THE SOIL JUST
- A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES:
D VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE
A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBS/1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED.
6 FIRST SILT B)CERTIFIED'AROOSTOOK"WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 3. TO MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING
DIG 6"WIDE AND 6"DEEP o I USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES.
TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE:
V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO
TAMP IN PLACE v PST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED:
SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3
ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS,
WOOD OR LATEX EMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25
8'O.0 SILT FENCEIFILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND
(TYP) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25
B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS 5 08/29/25 JR MISCELLANEOUS REVISIONS
SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES)REQUIREMENTS.THE PART 360 REQUIREMENTS
PROVIDE SHORT TERM LIMITED DUST CONTROL, ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT.
RECOMMENDATION. 3 05/06/25 JR UNAFFECTED SHEET
BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR MOUNTED
DIRECTION OF REV.PER SCDPW&HEALTH DEPARTMENT
WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. 2 05/01/25 JR
SURFACE RUNOFF PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. COMMENTS
3. ROCK-PICK UNTIL UPLIFTED STONEIROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS
STANDARD SILT FENCE NOTES: MAINTENANCE
1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION
NOT EXCEED 5%.
2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS
MINIMUM OF 3 TIMES.
SOIL STRUCTURE.
STANDARD SILT FENCE 6. TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. 77;
N.T.S.
DUST CONTROL SOIL RESTORATION yy
N.T.S. wr:
CIVIL....,
664 BLUE POINT ROAD, UNIT B
HOLTSVILLE, NEW YORK 11742
GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC (631) 961-0506
PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyCivilEngineering.com
STORMWATER MANAGEMENT PRACTICE
PROJECT NAME 2" -- PROPOSED
1/8"0 STEEL WIRE
INLET PROTECTION TYPES AND USES I I t t t t t EROSION CONTROL COVER �i��i����i� �^'' ® BUSINESS
EXISTING PAVEMENT _ _ ����; ��%� 1
TYPE EXAMPLE USAGE NOTES STBALE,ST(YP.ER8 MIN // / -11 MAX
STAPLE DETAIL STOCKPILE PERIMETER ���� ��� ( )
50'MIN. ) B B SEDIMENT CONTROL ���� x �!�� 10'-0"MIN. BUILDINGS
3' STOCKPILED "�i�/�
FABRIC ? S1 10 MIL PLASTIC - 10 MIL PLASTIC LINING-'z - (SILT FENCE SHOWN) ,��' 11 (TYP.)
Q UNDERPLACED
NOT PERMITTED THIS METHOD OF INLET PROTECTION IS NOT LINING BINDING g /j��\/;` o = MATERIAL / � 705 COUNTY ROAD 48
n ACCEPTABLE. z - � - ����` ��y MATTITUCK, NY 11952
GRATE MOUNTABLE BERM WIRE /,/, ij i•
EXISTING GROUND FILTER CLOTH (OPTIONAL) N _ _ SANDBAGS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
EXCAVATED DURING INITIAL OVERLOT GRADING MAXIMUM SIDE SLOPES OF 2:1, UNDER STONE PROFILE STRAW BALE---_, ��i� %;�
MINIMUM DEPTH 1 FOOT. y NATIVE MATERIAL P OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. BLOCK(TYP.)
PROTECTION INSTALLED 50'MIN. (IF EXCAVATED, I I I i I I I i
CONTAIN 900 CF PER TRIBUTARY ACRE. 2V:1H MAX SLOPE) DRAWING TITLE
WOOD OR METAL STAKES
FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: SOIL EROSION
II INLET PHASES AFTER THE STORM DRAIN 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR SEDIMENT
MAINTAIN OVERFLOW TO DROP INTO THE CONCRETE AND GROUT WASTE MANAGEMENT:
PROTECTION SYSTEM IS COMPLETED '- 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO
DROP INLET. �� z I- 12'MIN. z w STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A CONTROL 00 w GROUND LINED CONSTRUCTED PIT. YEAR-ROUND REQUIREMENT. V a T R®L DETAILS
MINIMUM STONE BARRIER HEIGHT OF 1'. c x > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS,
STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 21. w/ w a 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES.
a PLACING EQUIPMENT, TROWELS, AND SCREEDS, UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE
III DROP INLET COVERLOT ONSTRUCTION:SI E A LIMIT
NOT USE MORTAR. OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER
EXPOSE 6"OF FILTER CLOTH z SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE
PROT ECTIO+J CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES MANAGEMENT FACILITIES. DATE: 01/27/2025
BYPASS FLOW. PLAN VIEW BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE.
4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES.
USE WITH UPSTREAM BUFFER STRIPS AND
USED AFTER PAVEMENT HOPPER OF THE CONCRETE PUMP TRUCK AND I OR DISCHARGING DRUM. 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR SCALE: N.T.S.
PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED.
CONSTRUCTION HAS BEEN DONE WHILE 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM
VINLET PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES:
FINAL GRADING AND SOIL DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216
PROTECTION) INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL.
STABILIZATION S OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO
6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER
WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. DRAWING BY: JR
FABRIC WILL EQUAL OR EXCEED THE 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER
INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. CONTROLS MAY NOT BE REQUIRED.
MANUFACTURED 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: DP
ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON.
V INSERT INLET OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. STRUCTURAL APPURTENANCE. 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT
MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% APPROVED BY: MP
PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE SIDE OF THE STOCKPILE.
AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOWN 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE.
AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER
BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. HEIGHT. SEAL&SIGNATURE: ALTERATION OR ADDITION rc T4+.Is
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DOCUMENT EXCEPT BY A LICENSED
T r c DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A
INLET PROTECTION TION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE `: SSE W �, VIOLATION OF SECTION 72%,
1. CONT RACT OR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. O O SUB-DIVISION 2,OF THE NEW YORK
7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/o OF THE STORAGE CAPACITY OF THE ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. �Ci CJ F11 or, STATE EDUCATION LAW
NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8. W'HEN WASHING IS REQUIRED.IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. Q+
BEFORE USE APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND
8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT
2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. co DRAWING No:
I 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION I DEMOLITION LANDFILL. ON-SITE TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC
cc
3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTIONuj
R / DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. 1 GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY ;. }�, �' W
4, EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. ' r _
IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM a
r NOT ilI' ALED
DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL.
5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS, 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
6 TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE C-9
GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. N.T.S. l: ROFE
INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT Know
Calla before you dig.
N.T.S. N.T.S. N.T.S. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL. ENGINEER 1081558 9 OF 13
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6A ,.,
1/4"x 1/2"LG.PIN HD.BOLTSVy
RESERVED WITH NUTS&LOCK WASHERS4
COLOR ITE
IJ
LEGEND&BORDER GREEN(NON-REFLECTORIZED)
BACKGROUND WHITE(NON-REFLECTORIZED) PARKING 1/4"x 1/2"LG.PIN HD.BOLTS
a TREATED WOOD POST SYMBOL WHITE(NON•REFLECTORIZED) WITH NUTS&LOCK WASHERS NO M.U.T.C.D."NO PARKING
BACKGROUND BLUE(NON-REFLECTORIZED) ANYTIME"SIGN 114"x 1/2"LG.PIN HD.BOLTS :
c° ? (M.U.T.C.D.R7.8) P WITH NUTS&LOCK WASHERS
WOOD FENCE RAIL x
m PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'SIGN
MMME (M.U.T.C.D.#R7-8&R7-8A)(TYP.OF 2) 30" � �
AM
.U.T.C.D.'RESERVED PARKING'SIGN
O �_ SEE SITE PLAN FOR
(R7-8) ..v,�S
NOTES p PROPOSED'NO PARKING ANYTIME'SIGN 2'-0'MIN ADDITIONAL INFORMATION WHITE TEXT-.,
1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT M.U.T.C.D.'VAN ACCESSIBLE'SIGN (M.U.T.C.D.#R7-1,NO ARROW) #
FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. VAN (R7-8A) o t
= 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT ACCESSIBLE ° 4"WIDE PAINTED
FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. o STRIPE(BLUE)
FINISHED GRADE-� APPLY ROOFING TAR TO o ° 4"WIDE PAINTED RED BACKGROUND-"
o POSTS BELOW GRADE(TYP.) 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES + � o ;ALVANIZED U CHANNEL POST STRIPE(BLUE)
c9 MEASURED FROM GROUND SURFACE OF PARKING STALLS.
z o 0 0 °(If NSTALLED IN 6"DIAMETER
p � ° w o 'ONCRETE SONOTUBE. 3'MIN. R5
O 0 ° > o EMBEDMENT DEPTH 24"MIN AINTED ACCESSIBLE
GALVANIZED U CHANNEL POST m o 4"WIDE PAINTED-) ® SYMBOL(TYP)
0
> INSTALLED IN 6"DIAMETER CONCRETE ¢ STRIPE(WHITE) p
m SONOTUBE.T MIN.EMBEDMENT DEPTH o ti N
10'0" o o � 8i
o ww¢
POST & RAIL FENCE DETAIL o ° I--9' I--B'o"--1-.--8'o"�-I----8'-0"---.-I Z o fy<;. . Y „, ,'
o o GALVANIZED U CHANNEL POST < U) utS ?0 1(�S R. p�t1 FTt p Yr t
N.T.S. I Q INSTALLED IN 6"DIAMETER CONCRETE 5E
PAINTED ACCESSIBLE & SONOTUBE.TMIN.EMBEDMENTDEPTH Y VICINITY MAP
ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN STANDARD STRIPING AREA DETAIL N.T.S.
(M.U.T.C.D.#R7-8&R7-8A) (M.U.T.C.D.#R7-1,NO ARROW)(NYR#7.4)
N.T.S.
N.T.S. N.T.S.
8'•0"
fir\ \r\r\ r\i\ \r\r\r� PROJECT DATA
TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13
2"O SCH.40 GALV.PIPE qp 1.518"0 SCH.40 GALV.TOP RAIL
BLACK VINYL COATING BLACK VINYL COATING _ SITE AREA.................................. 111,848 SF(2.57 Acres)
STOP SIGN DETAIL ZONING....................................... LB LIMITED BUSINESS
(MUTCD#R1.1) CURRENT USE........................... VACANT
ALUMINUM TIES(TYP) N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS
BLUE PROPOSED FOOTPRINT........... 22,020 SF
z_
LANDSCAPE/NATURAL AREA... 44,945 SF
G? I N
PAVEMENT/CONCRETE AREA... 44,883 SF
1l4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB
EXPANSION JOINT FILLER WHEN 2-0"
FINISH GRADE
CURB IS ADJACENT TO SIDEWALK.
[-2"MIN FINISH GRADE 1"BELOW TOP OF 24^ WHITE PAINTED
r-. LACK VINYL r-,*-a 112"RADIUS 1'-0" STOP LINE
t 1 COATED MESH I WHERE REVEALED 0.5'--- CURB IN ALL LAWN AREAS.FLUSH r~(MIN.) N
z i.:1, l t z 11•(',7 IN ALL SIDEWALK AREAS.
<' ' t 1.5180 SCH.40 GALV.
' 'r °'" f I I I' NOTES:
r t M BOTTOM RAIL 1.CONTRACTOR TO APPLY 2 COATS OF PAINT
K 1 BLACK VINYL COATING r •,i ro PAVEMENT 2.LOCATE AT EDGE OF PARKING SPACE - T�.9" 0 C T 16 2025
ONCRETE ; '.` PAINTED RESERVED PARKING SYMBOL N PANNING TOWN
10"(TYP) / ,
�.v
•° • �� ' '� N.T.S. I PLANNING BOARD
\\ WHITE PAINT
6'-0" HIGH CHAIN LINK FENCE z ,.- '1
. " CONCRETE 4000 PSI AT 28 DAYS
N.T.S. N
1/4"RADIU ( o ALL PAINT TO BE FAST DRYING TRAFFIC PAINT, MIN.2 COATS OF
CONCRETE CURB U PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F,
c W u PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER
�r 8"MIN 4 d 4 z 0
�--��
ON-SITE PAINTED TRAFFIC ARROW DETAIL
EXISTING ASPHALT TACK COAT 1.5"THICK ASPHALTIC CONCRETE GRADE G z - „fi: LU N.T.S.
PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE ON-SITE CONCRETE CURB NOTES: a w I >
1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL 7 10/10!25 JR REV.PER TOWN COMMENTS DATED 10/9l25
IL
CONDITIONS SHALL BE BACKFILLED WITH 314"CLEAN CRUSHED STONE. o0 44 d 4 d d Q U_
2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' J WHITE PAINT w 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11125
AND AT ALL MED EXPANSIONd OADWAY CENTERLINE 5 08/29/25 JR MISCELLANEOUS REVISIONS
JOINT FILLER,T1012"THICK.THE JOINT 8HALLSBEARECESSEDDI/4"IFROM THTH E RTOP AND FRONT w PAVEMENT MARKING NOTES.
OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH d YELLOW PAINTED STRIPING(TYP.)
Q 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
`1 G TYP.
WITH TOP OF CURB.
1 L BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE T
4 THE CONTRACTOR SHALL
' i I-::.:.:: 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. LIKE KIND CONDITIONS. 3 05/06/25 JR UNAFFECTED SHEET
"
4. THE TOP OF CURB (AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF I �4"
0 3.0"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE 2 0" I (TYP') 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT
95/,STANDARD PROCTOR NYS TYPE 3 DENSE BINDER COURSE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. 1/4"EXPANSION JOINT ARROWS ETC... SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS AS PER COMMENTS
COMPACTED STABILIZED SOIL BASE 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS 1 04/14J25 JR REVISE LIGHTING PER TOWN COMMENTS
6.0"THICK CRUSHED STONE!RECYCLED EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
PLACED LONGITUDINALLY ALONG THE FLOW LINE. ON-SITE STOP BAR & LEGEND INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS.
CONCRETE AGGREGATE(RCA) 6. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE ON-SITE CONCRETE CURB TAPER DETAIL NO. DATE BY DESCRIPTION
NYS TYPE 45-RCA BASE COURSE THAN 0.02 FT.FROM THE TRUE ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. N.T.S. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF
N.T.S. THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO REVISIONS
ON-SITE ASPHALT ON-SITE CONCRETE CURB DETAIL THE COMPLETION OF THE WORK.
PAVEMENT SECTION N.T.S.
4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE
N.T.S. INSTALLED 30-DAYS AFTER THE FIRST COAT.
6'-0"HIGH SOLID PVC FENCE
10'
-0" 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH
, DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE "
n n • _ HE ORIGINAL STRIPING PLAN DOES NOT MEET THESE
ENGINEER IN WRITING IF IT IS DETERMINED THAT T ....:::..: ..
REQUIREMENTS PRIOR TO THE START OF WORK.
° 8
EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ
ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ° .,n• PITCH SLAB
ROUNDGRATESETMODELNo.:V3600-3RGREV/CPH2CVLIND " . 1%MIN TO DOORS 664 BLUE POINT ROAD, UNIT B
CONCRETE C j
HIMNEY OR OR APPROVED EQUALS jI c n , e ` �.
HOLTSVILLE NEW YORK 11742
BRICK ADJUSTMENT
FINISHED GRADE [h-31� .q, 17g-0506g.
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ao `4 Tx NU &G.PIN HD.BOLTS + ° PROJECT NAME
"CONCRETE TOP TO WITH NUTS&LOCK WASHERS • e' I. 5"0 LINE POST(TYP)
24" q q SUPPORT H-20 VEHICULAR 30" , ° ° a
- PROPOSED
15"0 ADS N•12 PIPE r-`•' LOADING,4000 PSI AT 28 DAYS t n 5"0 GATEPOST(TYP -
---- WHITE TEXT n °d , • ° n " n SEE SITE PLAN FOR SIDEWALK WIDTH
n . , 4"THICK CONC.WALK 6x6-6x6 WWF JOINT FILLER
® ® ®r-T ® ® ® n .• " a "� n° 4000 PSI 28 DAY PCC PITCH TO CURS` JOINT DETAIL)EXPANSION
BUILDINGS
® ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPEDn •n ° ° •° • •
® ® ® ® ® ® WITH GEOTEXTILE FILTER FABRIC RED BACKGROUND-' ,n °n• "
705 COUNTY ROAD 48
BACKFILL UNDER,AROUND AN ® ® ® ® ® 01 ® , • ' n Y,_: y:, ;: : MATTITUCK, NY 11952
TOP OF DRYWELL WITH CLEAN 1 w n ,n /��//\//\//\�'�\//� /`�/ '''`f'7 '''r''• TOWN OF COUNTY
GRANULAR GRAVEL AND SAND O OF SUFFOL
x 0 o ° n • COMPACTED SUBGRADE(95%MIN COMPACTION), \ \ \• K
®�® ® ® ® irl ® c ° n MIN.6"OF SELECT GRANULAR FILL OR 6"MIN COMPACTED / /\//\/ DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13
®�® ® ® ® �I ® pF " ACCEPTABLE EXISTING MATERIAL,AOBE.
n .." , c°. 314"CLEAN WASHED STONE
®N® ® ® ® ?I ® .. n, • n • n. „ OR APPROVED EQUAL \rl,//� DRAWING TITLE
"CONCRETE MAT \�
' • , ° ° (4,000 PSI AT 28 DAYS)
w � � � n•
® ® ® ® ® > L''I ® WHITE BACKGROUND y, a
\� `• • " ° " WITH 4"CONC.SIDEWALKW'ITHW.W.F.
j ® ® ® ® ® z 1 T3 \ o °. °°4• 112"RADIUS(TYP.) PRCH 2%(MAX.}
® ® ® ® ® RED1 :4 • DETAIL SHEET
O , ® ® ® ® ® of ® \ \ 0 �% 'a° n ' , • ,•^ ..s-
o w n- BLACK SYMBOL ' %, n, \ \��\ ��/�\�/�\��\/�//�\��\ �\��\�\� SECTION B•B
O PLAN
® : -- 6"MIN COMPACTED
® ® ® ® ® ® . SECTION AA 314"CLEAN WASHED STONE t14 CAULKING DATE: 01/27/2025
® 1� ® ® 3'-3' ORAPPROVEDEQUAL 1(2
B �-`H-- SCALE. N.T.S.
\\ ® ® ® ® ® 93 \1-- w BUILDING A
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PROJECT NUMBER:" '�::�,: ' 24216
® ® ® ® ® OR > LLLL 5"0 POST 4,''°
o O � , ...•.•. .
�/51I2"PVC TOP RAIL -DOUBLE GATE "WIDE SOLID "'` IT"z 4"PREMOULDELD EXPANSION
GALVANIZED U CHANNEL POST o ¢ ¢ VARIES PITCH 2/0(MAX.) 114" DRAWING BY: JR
GROUNDWATER INSTALLED IN 6' DIAMETER CONCRETE ` z r 2" LATCH PVC BOARDSL o CONCRETE JOINT
v Cn LAT CAP .,, SIDEWALK
t SONOTUBE.3'MIN.EMBEDMENT DEPTH o Y a :r.. I EXPANSION JOINT DETAIL CHECKED BY: DP
6'-0"MN PENETRATION INTO A VIRGI ,• x` 114„ APPROVED BY: MP
•STREET .;.;r:..:..,., I-f-�112"
B EXPANSION JOINT EVERY IS SEE ;:..+:� ".•.v::'.'r.::•':
STRATA OF SAND AND GRAVEL /\/\/\/\ \/\/\/\/\/\/\ 1,: DETAIL) ( -°*.:: : i,.:•;'•:'�. '. .`, ;;;;; '. ..'•.` _ SEAL& SIGNATURE: ALTERATION�P�BIY�LICENSED
PROFESSIONAL ENGINEER IS
ON DRYWELL DETAIL CONTROLJOINTEVERYS'(SKIPWHEREVEREXPANSIONJOINT• � NEVV Y VIOLATION OF SECTION7209,
12"RADIUS TOOLED JOINT O , SUB-DIVISION 2,OF THE NEW YORK
/ SEE DETAIL) p{LO �'T STATE EDUCATION LAW.
N.T.S. lI PLAN CONTROL JOINT DETAIL G rr"STOP"
FINISH GRADE _ 1 NOTE: �'�" PQ` °� k
NOTE: STOP SIGN DETAIL CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEWYORK STATE DEPARTMENT OF TRANSPORTATION STANDARD CID � � DRAWING No:
4,000 PSI
i) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING (R1.1) 5" ? 2"MIN CONCRETE SPECIFICATIONS FOR ITEM 608.0101
2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT "NO LEFT TURN" SIGN DETAIL � f': AT 2s DAYS f N '' ' ' w
3) PROPOSED STROMWATER PIPNG TO BE 15"DIA.CORRUGATED HOPE UNLESS NOTED. rU?' M 5112"PVC BOTTOM RAIL LJ ........ NOT t afi �ALEn
(N.T.S. I( . r CONCRETE SIDEWALK DETAIL
N.T.S. L�� - - �. „J
(FOR USE ON-SITE) 2 C-1 0
MIN N.T.S. �A 0816 �
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ELEVATION _
PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER
N.T.S. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No:
ANY DETAIL NOT PROVIDED IN THIS PLAN SET, NEW YORK STATE PROFESSIONAL ENGINEER #oe1558 10 OF 13
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GENERAL NOTESc
;r" X �f�"E'EEP ,SGGt', Wi�I�fT 1. THESE SHEETS ARE IN A1`1;131tOANCE WITH THE A RICANS TWIN DISABILITIT;`S ACT (00Jk.
f�I't7N TOOLED EDGES, TYF REQUIREW�•NTS V THE 2013 PROPOE$EO ACCESS46ILTTY W�LI*S F£AW K STRIAN FAL,1i ES IN THE
TY'E '� BUT$, ... PUXIC f14GWET OF WAY f9CMKI
Typ. fIt ISH Typ. 2. THE DIW NSIO#WS SHOWN IN THE DETAILS AS WNIRM AND VAXIWdIAtS ARE THE LINTS FOR KSIGN Am
CAST IN PLACE h EXISTING ASPHALT TACK COAT FIELD LAY T,FOR WORK ACCEPTAWE VA.W,ES SEE 'CRITICAL ELEW-NTS FOR, THE DESIGN, LAYOUT, AND
Df-7ECT,A£1LE = ` PAVEMENT TO REMAIN ACCEPTANCE OF PE DESTRIAN FACTLITIEV 014 SHEET 11 ' 12 AND SHEET 12 O 12,
WW,4;�Pt0VC ME, + A THE CONTRACTOR SHALL BE FEfOTBLE FOR FIELI} YERUYIOIG,ALL EtEWTION'S W DEW-ISIONS
TYPIt"At 4� TO ENSURE THAT THE FINAL LAYOUT OF PEDESTRIAN FACILITIES WEE.TS ADA REUREWIENTS. ANY
SURVEY WORK, NECESSARY TD MEET THESE IELAI:REIENTS SHALL BE PAM FOR WER 17EU 625.01 - � � MDIk rJ�tB "�.1T��I I��31'� I?L*�kC3CI u Yt9uI3�t�93
ZERO R>VZOIt � .. $Uft1E'Y OPERATIONS, A.C",,ACT CONTROL PLAN IS NOT WIECESSAP-Y FOR,VORM LIWIITETX TO
• t/ ..
• , ,,.,,.,..., �;;... ,., SIDEWALKS S AWA1 CM RW4.
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:.......:
VICINITY MAP
WaR13S.a11VG TY�', � ,....:::.... :::.....:::.'..::::-....:::::-....:::,:::.:.......:::.!..:--':.:.:.-....:.:.. '�:.....=....i.i•;:.... ;;=:>: i 3, FACILITTES THAT C.A}P1DT BE CCWCsTWt'�TEQ t13 MEET THE DESIGN STANDARDS, D4.� TO CE'SIGH
I:..
CCRWSTRAT11tS, 51WAtt. BE COW1"aTRWTEO TO WHET THE ST40A1TD5 TO THE.GWIEAtEST EXTENT PRACTICABLE.
TP PSIGN fEATLRES THAT CANNOT WHET THE VALUES FOP, WM ACCEPTANCE SHALL BE JLSTFIED AS NONSTANDARD N.T.S.
S 1 . l I
ONE AA t 1, �t?'�«3C3°` TOP PER HIVWXY DESIGN W ,I. CRAFTER E.
R'6-1 48�.Xt°IS"� ALL 7PAFFIC
R4-�2C, 24VO" � 4"THICK ASPHALTIC CONCRETE BINDER 2"THICK ASPHALTIC CONCRETE 4. TO CHECK FIELD LAYOUT AVJ TO VERIFY WMK ACCEPTANCE, ALL ASUREM-1-NTS SHALL 6E IWAN IN PROJECT DATA
1 � a COURSE(NYS DOT TYPE 3) SURFACE COURSE(NYS DOT TYPE 6F) ACCORDANCE WITH TK 'NOTES ON INSPECTED14 WAETHODS ASUREW�NTr d SHEET If CF 12.
IW Y 2 THERMOPLASTIC ASTIC TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13
LIlJE / S. JOINTS BETWEEN S'OEWALKSa, CW2 RAW , R, IIN SPACES AND ROADWAYS SHALL E FTIWS.H AM FREE=
I `. STOP T� 6"THICK CRUSHED STONE/RECYC_ED 95%STANDARD PROCTOR f#It WI MIT VERTICAL CHAW S GREATEII THAt# 10". VERTICAL SURFACE It. i£I T1€.S BETWEEN SITE AREA.................................. 111,848 SF(2.57 Acres)
�„ CONCRETE AGGREGATE(RCA)BASE COURSE COMPACTED STABILIZED SOIL BASE kO / SHALL BE BEVELED WITH A SLtI&� NOT 1EETER TAM 1�. THE BEVEL SHALt APPLIED
ONE WAY WHI7`E » ' / ACROS THE ENTIRE JOINT, � *VERTICAL SWF DISC TIMUMES" (TAIL ON SHEET 2 OF 12, ZONING....................................... LB LIMITED BUSINESS
'$-1, tT` W'Ic�" C ' ?SSI9Att�1� M I2" WttOWtWTE It TO lE•ET W, SIDEWA XS ARE CW CTEO TO FtOWI?AY$ BY SLENOCID TR 71ONS OR CM TEA S. 61.MO CURRENT USE........................... VACANT
r`�" '��� ° �� PAVEMENT RESTORATION DETAIL TRANSITIONS ARE 0., cTI .SETWEN THE SIDEWALK LEVEL TWA ROADWAY LEVU P1 AT HAVE A
7r" A7- Fi.(�I�fLINE` WdAltIMM GRADE M". 111C 5Li ) Of a/. C CtIONS WITH A MAxIAM GRADE 01WING Sl.(�€ ATER
........., CONTRACTOR'S BUSINESS
WIRY �. PROPOSED USE...............
YELLOW THAN 57 AK COr4jD( D W�RAMPS.
,, (SCDPW STANDARDS)
T. CURB PAWS M BLENDED TRANSITIONS,MAY MORE THE M.,TALLATI W OF DETECTABLE iWMNIN S. SEE PROPOSED FOOTPRINT........... 22,020 SF
N.T.S. ADDITIONAL "DETECTABLE #WARNIW,r NOTES" AND THE DETAILS ON O"IONS AND ORIENTATION ON SHEET
LANDSCAPE/NATURAL AREA... 44,945 SF
YELtow
W»WHITE IT. GRADE BREMS rVIN TNW PFOFSTRIAN ACCF,55 ROUTF SNt'AA,D FF. PER ENDICIWLAR TO T14E DTPECTI OF PAVEMENT/CONCRETE AREA... 44,883 SF
1MC 1C, LIE TRAVEL AM SHALL NOT BE R:I 'J, VERTICAL ALT Nt 91ALL BE 9"ALLY PLANAEL.
PED. ACCESS ROUTE/ 9. WTVIAL DEPM SWKIWIN ON TWtE'SE SHEETS ARE TYPICAL.V''14"VALUES NO WAY BE DIFFERENT iN
BUFFER ZONE SIDEWALK 'WIDTH SLOPE TRANSITION THE CONTRACT DOLL NTS,
WIDTH VARIES 4�OAE MIN" MATERIAL AND 10, A=PTANCE,,GRADE�MAT MATCHING INTOINTO XIS11 SINVALK OR WHEN E ADJACENT W OR IGHWA E
'f }�E1,L(,1,(A+ CROSSHATCH (SEE NOTE I3) WIDTH VARIES IS STEEPER THAN Sx WHEN TIC ARJACENT HIGHWAY GRADE IS GREATER 0A14 % THE SIDEWALK GRAD
IE INTO SHALL NOT EXCEED THE HIGHWAY WEE,
EXISTING GROUND 1 I, TI4C CROSS OPE� P£OE$TRTAAI ACCESS IWT TES SHALL. BE 1.a2 WlAXi1AlAI f�4ESIO�I ANO LJiYPOUT, AND,
WH17r W IjOI EJ E 1# " 2Y WAAXTWA fOR WORK ACCEPTAW.E. THE FOLLOWING EXCEPTIONS,ARE ALIONEDII
� ITYP.D 6 (T'IP.1
CROSSHATCH CURB (TYPE VARIES) —} A, TWHFRE PEDESTRIAN STIM CR'OSST S ARE PROVIDED AT INTERSECTIORS WHERE, THERE is 10 YIELD
< A (SEE 609 SERIES STANDARD SHEETS) _ � OR STOP S10 4 OR WHERE THERE IS A TRAFFIC SX*AJ THAT IS DESIGNED FOR THE CWN PHASE, OCT 16 2025
TYE CROSS SLOPEE OF A PEDESTRIAN ACCESS ROV,ITE CONTAINED WITHIN A STREET CROSSINGG
a 1.57.
+ (CROSSWALK)SHALL BE A.S7 WAAX,IW N FOR.. DESICN AND LAYOUT, AND 5X WJAXfkf,,N FOR WORK, SOUTHOLD IOWN
110 ,.� ' " ....,• ACCEPTANCE. PLANNING BOARD
B. WHERE V'r .LOCK PEDESTRIAN STREET CROSSINGS ABC PR D, THE CROSS SIB Cyr' A
.. PEDESTRIAIR ACCESS MTE CONTATNED WITHIN A VIMM STREET CROSSING SHALL BE PERU,IgmD
TO EIWJAL IRE STREET OR HIC-AHRAY GRADE,
4
12, THE 10NIUM CLEATS WIDTH FDA PEDESTRIAN ACCESS ROtrrtS IS 4`-V.EY.CLIrAVE OF THE M.THE
"'""�-"••• DEPARTIENT'S W -F BRED CLEAR WIDTH 15 5`-W. WHEN WMW:1WAY WIDTHS ARE LESS Tom 51-0°. 5'- x
�` 5,-0"PASSING SPACES 4SHOWRI Of DETAIL A DR B O3 THIS MEET%OR A FEATURE (IF E JIAL OR GKATER
}tI A C1 RrIA1� 0 D1k0SION$ VAT WETS THE SLOPEAND SL ACE CRITI'RIA, SHALL BE PROVIDED AT A tw1W
SURFACE TRIPE 6" MIN. SUBBASE, WHERE INTERVAL 2W. EIWISTNG ORIWWAYS )M STREET e��szrENGS MAY SPERVEE AS PASSING SPAM,
NAtif?t ' RAMP, I 6" SUBBASE PROVIDED THEY UEE.T SLOPE AK SWAGE REOCJIADENTS FOR A PEDEPRAN AGCE$$ ROUTE,
(SEE NOTE ��} REQUIRED IEEE NOTE �D
15, THE, SUFFER ZOW iS A PBYSICAL.DIStAWE SEPARATING THE PEIIESTTtIAIP fH3ESS R0E1TE FANE41E
I VEHICLE TRAVELED WAY,THE BL r FER ZONE 11.AW' BE PLAINTED OR FAVED. rI THE,. FER IOW` WIDTH,5,_DW WIDE 6" MIN.. S�BASE, 'WHERE 4" CONCRETE SIDEWALK EXCLE USIV F C MATERIALS, BE LESS THAN 1'-0', THE SURFACE SH D Wes• PAVED OR C .St RED WITH 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 1019/25
I COAX. SIDEWALK .. - REQUIRED (SEE NOTE 9) (�6� AT DRIVEWAYS)
Grp — I4. THE MAXIWAAI REC D CROSS SLOPE OF TLRF BUFFER ZONE OR SLOPETRANSITION BEHIND 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11125
SEE. PAVEMENT"" I SIDEWALK: IS 257- UFER ZONES WITH A.CROSS SLOPE GREATER TRAM 25X SHED BE LAVED.PLANTED
I2" AWME RECONSTRUCTION OPTIONS - OR CONSTRMTED WITH HAP APES VNATERIALS. 5 08/29/25 JR MISCELLANEOUS REVISIONS
EDGE LINE A AND 8 ON THIS SHEET VARIES 15. PEN CROSSM RIVEWAYS, THE VWX SHALL BE IN CVFORV*XE WITH STATDARID SHEET 608.03. 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS
16. fOR PEDESTRIAN SIGNALS 00 PEDESTRIAN NSR BMTONS. REFER TO MEET 12 OF 12 AHD STA 7ARD
SHEET 6SG-10 FOR DETAM., 3 05!06/25 JR MISCELLANEOUS REVS.
17. KKK EYISTIPIG ROADWAYS ARE SA'lWW TO PISTALL CLNX A NOR SIDETWU.THE ITOADWAY SHOULD 2 05101/25 JR REV.PER SCDPW&HEALTH DEPARTMENT
"RIGHT INIRIGHT OUT" STREET TYPE ACCESS TYPICAL OFF-SITE SIDEWALK CROSS ASPRAL�TFATHE I IS LESSS ROM TH#���OTHE`PROPOSED CCLLOWRB U§OP ° THE T COMPACTION L COMMENTS
N.T.S. SECTION CURBED WITH BUFFER ZONE
AEDUILT USING CLASS A. C.OR 0 CONCKIL SFE OETAILS ON WSWI-'ET 9 OF 12. 1 04114/25 JR REVISE LIGHTING PER TOWN COMMENTS
—
N.T.S.
NO. DATE BY DESCRIPTION
REVISIONS
.x
Ommm '6
14"x 112"LG.PIN HD.BOLTS CIVIL
} �a WITH NUTS&LOCK WASHERS
664 BLUE POINT ROAD UNIT S
30" HOLTSVILLE, NEW YORK 11742
•" ;; IS31) 961-0506
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WHITE BACKGROUND
PROJECT NAME
BLACK LETTERS
, �� • � r RED BACKGROUND—'
PROPOSED
" *E WAYE TRAFFIC
N 0
BLACK BORDER %CONMACTORA
GENERAL NOTE: *.. i BLACK SYMBOL 0
CURBS SHALL CONSIST OF CLASS D CONCRETE,REQUIRE AN EXPANSION BUILDINLIGS
JOINT EVERY 20'WITH A SAWCUT EVERY 1O'AND NOT REQUIRE ANY REINFORCEMENT. "ONE WAY" SIGN DETAIL "ALL TRAFFIC" SIGN DETAIL
"STOP" SIGN DETAIL 705 COUNTY ROAD 48
(R6-1R) (R4•20)
CONCRETE CURB DETAIL N.T.S. N.T.S. N.T.S.R ) MATTITUCK, NY 11952
SCDPW STANDARDS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
) DISTA 000, SECT.: 113, BLOCK: 12, LOT: 13
N.T.S.
DRAWING TITLE
SCDPW HIGHWAY DETAILS
DATE: 01/27/2025
SCALE: N.T.S.
PROJECT NUMBER: 24216
DRAWING BY: JR
CHECKED BY: DP
APPROVED BY: MP
SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS
DOCUMENT EXCEPT BY A LICENSED
O� NE 1,, PROFESSIONAL ENGINEER IS A
�/�J VIOLATION OF SECTION 7209,
PILOrrQ'Q'f' SUB-DIVISION2,OFT NEWYORK
STATE EDUCATION LAW
co �P � DRAWING No:
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0816 C 11
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Acoustiblok, Inc. ,9, '. i i ! i i I i � I Sound Transmission Class(STC)is a single number Acoustical'test reports for numerous wall and VICINITY MAP
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; � i. , _-_ I , - energy. Laboratory tests Indicate that this comes in 600 foot sections and is one of the most STC numbers are often called out in architectural TAX MAP NUMBER..................... Dist.1000.Sect.1 13,Block 12,Lot 13
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111111-�4LI--l— I � transformation process inhibits these lower effective first steps in reducing noise for industrial,
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the human ear. In addition, AcoustiFence becomes f - " "I ,
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an absorbent material in these frequencies with �_. , : _ , 11 . I " 1:
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Basic Use test results show an NRC (noise reduction ,�I, . :::::: -:11 I , �t, techrilques used in the tested partition.
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coefficient) as high as 0.78 (with 1.00 being the �111'1 I . �, 11 I �. -.1 .... ... ,�
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rigs, but has since proven successful in many other a Easy to install reduces sound as a barrier, but also acts as an �,f� I 7 . .&�v : �
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AcoustiFence is a unique, beavy-mineral filled, �" r � Ak Green AcoustiFence .., _T_ . block the sound of human speech and block noise : :
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4 L':�, � I � # , I , . " ___, ."I � � , W , � 10,, Top Rail; Acoustifence should hang just below the bottom of the top rail as pictured seam to the chain link and keep the Acoustifence seam from pullina awav from the chain
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J.4, � :1 � I - ,, � .ound the top rail and not the chain link. The cable tie should Ideally go around 2 chain link sections.bose up below. Acoustifence to the chain link. This keeps the bottorn edge from pulling away from the - '11"', I 1�
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1-800-272-4480 MARC PILOTTA, P.E. PAGE No:
NEW YORK STATE PROFESSIONAL. ENGINEER #081558 13 OF 13
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