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HomeMy WebLinkAbout1000-126.-6-18OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: July 22, 2014 Re: Proposed Wetland Permit for MATTITUCK PARK DISTRICT SCTM# 1000-126-6-18 L.K. McLean Associates, P.C. on behalf of MATTITUCK PARK DISTRICT requests an Administrative Permit for the excavation and installation of concrete drainage structures; repaving of existing asphalt and re -striping of existing parking lot; and restoration of site with non -fertilizer dependent, non-invasive plant species. Located: 11280 Great Peconic Bay Boulevard, Mattituck. SCTM# 126-6-18 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its simficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town), 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained In detail, listing both supporting, and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 - 1:26-06 -18 JUN 2 5 2014 PROJECT NAME veterans Park - Parking Improvements The Application has been submitted to (check appropriate response): `- Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees ❑ Category of Town of Southold agency action (check appropriate'response): i (a) Action undertaken directly by Town agency (e.g. capital on YJUL14 2014 construction, planning activity, agency regulation, land tras tir .(b) Financial assistance (e.g. grant, loan, subsidy) ;'DA (c) Permit, approval, license, certification: ' n o Nature and extent of action: VJ E:�- v Board of Trustees Application GENERAL DATA Land Area (in%Re re feet): 135, 036 s f Area Zoning: idential Low Density AA Previous use ofprope y: Park Intended use of property: Park Covenants and Restrictions o property? Yes X No If "Yes", please provide a cop Will this project require a Buildin Permit as per Town Code? If "Yes", be advised this applicatio will be reviewed by th uildii and Elevation Plans will be required. Yes X No Dept. prior to a Board of Trustee review Does this project require a variance from the Zoning oard of Appeals? Yes X No If "Yes", please provide copy of decision. Will this project require any demolition as p own Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a slid Ce 'ficate of Occupancy? x Yes No Prior permits/approvals for site imp ro ements: Agency Date X NZde is/approvals for site improvements. Has any val ever been revoked or suspended by a governmentXgc X No. If yes, pration: Project Description (use attachments if necessary): Work is for excavation for and installation of concrete drainage structures, repaving of existing asphalt and re -striping of existing parking lot and restoration of site with non -fertilizer dependant, non- invasive plant species. No work is to be done on the seaward side of the bulkhead. Yes Location of action: Mattituck Site acreage: 3.1 Am,s. Present land use: Park Present zoning classification: Residential Low Densi v AA 2. if an application.. for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Commissioner Michael Ryan (b) Mailing address: Mattituck Parks District 11280 Peconic Bay Blyd P,4. Qox 141,3. Mattituck NY 11952 (c) Telephone number: Area Code ( ) 631-2989103 (d) Application number, if any: Will the action be directly undertaken, require funding,. or approval by a state or federal agency? Yes ❑ No ❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Fbster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and in adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. Q Yes ❑ No nX Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III = Policies Pages 3 through 6 for evaluation criteria ❑ Yes 11 No Fx] Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑x Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize Ioss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No [X] Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section HI - Policies Pages 16 through 21 for evaluation criteria Yes 1-1 No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ■ � e Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes F] No Fxj Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. Yes 11 No t xJ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public Iands, and public resources of the Town of Southold. See LWRP Section III -- Policies; Pages 38 through 46 for evaluation criteria. n YeF1 No nX Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable Iocations. See LWRP Section III•— Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No xQ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands- in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes F1 No ❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — PoIicies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE DATE Pale _ow .op mitutwk Plaza r F legion Ave y NORTH ?S PROJECT LOCATION Laurel Linksh country,a�.fd Albo D, i r / PROJECT LOCATION ��e UA NORTH A �\ TAX MAP LINES N.T.S. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CONSTRUCTION PLANS FOR VETERANS PARK -DRAINAGE IMPROVEMENTS MATTITUCK PARK DISTRICT SUFFOLK COUNTY, N.Y. JUNE 2014 SCTMN: 1000-126-06-18 THE EDUCATION LAA OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). ECS JUN 2 5 ?4 DRAWING INDEX -- COVER SHEET 1 EXISTING CONDITIONS PLAN 2 PHOTO SHEET 3 PROPOSED SITE PLAN & DETAILS 4 SITE DETAIL GENERAL NOTES: 1. THE CONTRACTOR SHALL ADHERE TO TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). 2. UNDERGROUND UTILITY LAYOUT INFORMATION WAS COMPILED FROM AS -BUILT INFORMATION AND EXISTING PLANS OF RECORD AND IS OFFERED IN GOOD FAITH SOLELY FOR THE PURPOSE OF PROVIDING THE CONTRACTOR WITH DATA AVAILABLE TO THE ENGINEER. THE ACTUAL LOCATIONS IN THE FIELD MAY BE DIFFERENT FROM THAT SHOWN. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES AND ELECTRICAL CABLES IN FIELD PRIOR TO CONSTRUCTION. 3. EXCAVATION IS TO BE DONE BY HAND NEAR ALL UTILITIES TO AVOID DAMAGING EXISTING CABLES, DUCT BANKS, PIPES. ETC. 4. IN THE EVENT OF DAMAGE TO EXISTING CABLES AND UTILITIES. THE OWNER IS TO BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL REPAIR THE DAMAGE AT NO COST TO THE OWNER. 5. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED UTILITIES TO AVOID DAMAGE TO EXISTING CABLE. WIRING. CONDUIT, ETC. ANY DAMAGED MATERIALS SHALL BE REMOVED AND REPLACED AT THE TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 6. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS SHALL BE RESTORED TO/OR BETTER THAN ORIGINAL CONDITION. 7. THE CONTRACTORIS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES. HEDGES. SHRUBS. TREES. ETC. THAT ARE ADJACENT TO HIS CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE OWNER. AS ORDERED BY THE ENGINEER. THE COST OF REPAIRING OR ADJUSTING ANY SUCH DISTURBED AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE. IN THE EVENT THAT TREES ARE ENDANGERED. THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM. AS DIRECTED RY THE ENGINEER. 8. THE CONTRACTOR SHALL PROTECT, AT ALL TIMES, THE PUBLIC AND HIS WORK FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS EQUIPMENT, TOOLS AND MATERIALS. 9. THE CONTRACTOR SHALL PERFORM ALL STAKEOUT SURVEY WORK NECESSARY TO INSURE THAT ALL WORK IS PERFORMED AS SHOWN ON THE PLANS. 10. THE MAINTENANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS SHALL BE IN ACCORDANCE WITH THE CURRENT NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES AND APPROVED BY THE ENGINEER. 11. EXCAVATION SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE INDUSTRIAL CODE (RULE NO.) 23 AND INDUSTRIAL CODE (RULE NO.) 53. 12. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO AVOID FILLING CATCH BASINS WITHIN THE CONTRACT AREA WITH DEBRIS RESULTING FROM CONTRACT OPERATIONS, IN THE EVENT THE CONTRACTOR'S OPERATIONS DAMAGES OR BLOCKS THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, IMMEDIATELY REPAIR OR RESTORE THE DRAINAGE SYSTEM AS DIRECTED BY THE ENGINEER. l N Inv. 14' PVC) 2.40' to R'w E v. In(4' PVC) 2.95' to Rin S Inv. (8' CPP) 0.6' to Rin E Top Water 4.3' to S Inv. (4' PVC) 2.60' to.2 N Inv. (4' PVQa.55 to Rin ' — 13AYAv ..n Depth/4:9v. '1 61 V In(4' PVC) 2.90' to (to F.L#1445) x LDg OF PA N7 • Depth 4.0'3 _ Depth / x,- — / \ �daa- --------- ----- _ �K� --- - -- ---' �- - ------- --- \ Rim--- --- s � }.' 'F\k ♦� , k ro ,Q h !.." y; y n ��` '6• 1M1 FeNc "., .. � � / s SET x' CUT AT / I x.n xQNTERL. 12 TO TOP ^ v L,.t� I TMXECINWALL 1 G APPROX. PRDPEhTY LINO Por�av-[ / fix.. gY„ SE IHaY MAG NAI � D - q E w ♦g xaer D ff D -d-= D—• D �Nd' L — CONTRA PT. No.102 `�/� .I x,,..—j D...� Q ' (£L£V.=5.8789 _ V� • ,,, \ ( "' CONTROL q x"` PT. No.101 1 90r' PO EE tri v �I t CEL£V.=5.427') zsr � ' y' x.us o.. o .. x i T MAG NAIL- 12' N 7h S£T 'X' CUT AT \ Q xt" ss. k7 1N HJGH ON SOUTH 1 4 'CMTERLNE TO TOO h' by b a♦ FACE OF CEDAR. u r 1 4 h _ A, i �xu\ I._ kyb y' \1I �t�.i �f P�Q'> 1 x., f ♦ w k x sr. Al 3 xan I `` ♦ xsa. k k � kb� x:o ll a Jl a xY, uf. ( x- ' M ky i� � y♦0 �E �E .sa y� \ 1 BASS \ " �— ..". � — � s� � � k HIGH Ohl NORTH FACE - 7 k Q b♦ '� OF CEDAR y�'i i� � © © 9- kb v, ' \ I � 1 ♦♦,`� x W .11 u; �♦ \j i o ;:Ix g N x- 0 x Ira / k � EXISTING F.I. No.1215 24' Round 7' Slab / 6— xzo / x-6' Costing Top Wo ter 1.35' to Rin / Depth 37'2- 10' 7'1 '( -/ Ea,Srl J N01482 I No.1445 24, 10' Dia. Leaching Pool 8 1/2' Slab 6' x" '0 and B' Dia. Leaching Pool Round G 8' Dio. Leaching Pool F_ 24' Round N - Y } 7' Slab 7' Slab 10' Dia. Leaching Pool ` 4' Casting 4' Casting 8 1/2' Slab 6' Costing Depth 3.5'1 S Inv. (4' PVC) 2.50' to Rin N Inv. (4' PVC) 0.25' to Rin 4' Costing FL No1408 l N Inv. 14' PVC) 2.40' to R'w E v. In(4' PVC) 2.95' to Rin S Inv. (8' CPP) 0.6' to Rin E Top Water 4.3' to S Inv. (4' PVC) 2.60' to.2 N Inv. (4' PVQa.55 to Rin ' — 13AYAv ..n Depth/4:9v. '1 61 V In(4' PVC) 2.90' to (to F.L#1445) x LDg OF PA N7 • Depth 4.0'3 _ Depth / x,- — / \ �daa- --------- ----- _ �K� --- - -- ---' �- - ------- --- \ Rim--- --- s � }.' 'F\k ♦� , k ro ,Q h !.." y; y n ��` '6• 1M1 FeNc "., .. � � / s SET x' CUT AT / I x.n xQNTERL. 12 TO TOP ^ v L,.t� I TMXECINWALL 1 G APPROX. PRDPEhTY LINO Por�av-[ / fix.. gY„ SE IHaY MAG NAI � D - q E w ♦g xaer D ff D -d-= D—• D �Nd' L — CONTRA PT. No.102 `�/� .I x,,..—j D...� Q ' (£L£V.=5.8789 _ V� • ,,, \ ( "' CONTROL q x"` PT. No.101 1 90r' PO EE tri v �I t CEL£V.=5.427') zsr � ' y' x.us o.. o .. x i T MAG NAIL- 12' N 7h S£T 'X' CUT AT \ Q xt" ss. k7 1N HJGH ON SOUTH 1 4 'CMTERLNE TO TOO h' by b a♦ FACE OF CEDAR. u r 1 4 h _ A, i �xu\ I._ kyb y' \1I �t�.i �f P�Q'> 1 x., f ♦ w k x sr. Al 3 xan I `` ♦ xsa. k k � kb� x:o ll a Jl a xY, uf. ( x- ' M ky i� � y♦0 �E �E .sa y� \ 1 BASS \ " �— ..". � — � s� � � k HIGH Ohl NORTH FACE - 7 k Q b♦ '� OF CEDAR y�'i i� � © © 9- kb v, ' \ I � 1 ♦♦,`� x W .11 u; �♦ \j i o ;:Ix g N x- 0 x Ira / k � EXISTING F.I. No.1215 24' Round 7' Slab / 6— xzo / x-6' Costing Top Wo ter 1.35' to Rin / Depth 37'2- 10' 7'1 GENERAL NOT 1. NYS PLANE COORDINATES NAD83 AND NAVD88 VERTICAL DATUM USING RTK GPS. 2. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF JULY 18, 2012 & MAY 16, 2014 BY L. K. McLEAN ASSOC. P.C. LEGEND: EXISTING WOOD RAIL EXISTING TREE —. — EXISTING FENCE EXISTING DRAIN INLET 6 � EXISTING CONTOUR —D EXISTING DRAIN PIPE -`--1 _ S 1 PHOTO NUMBER A SURVEY CONTROL POINT '( -/ EXISTING F.I. No11B5 10' Dia. Leaching Pool 8 1/2' Slab 6' - x" '0 24' Round Costing N Inv. (12' CPP) 32' to Rin N - Y } 8 1/2' Slab 12' Brick E Inv. (15' CPP) 34' to Rin Top Water 30' to Rin 6' Costing Depth 3.5'1 FL No1408 Top Wo ter 2.6' to Rin Depth 0.9'1 --x� 10' Dia. Leaching Pool (Could not see Ring Size or Inv.) •_ 8' Slab 4' Casting SITE PLAN S Inv. (12' CPP) 3.05' to Rin N Inv. (8' CPP) 2.55' to Rin v (to F.I.#1407) N.T.S. x Top Voter 2.75' to Rin o - �+ xus Depth 4.3'1 i 1 GENERAL NOT 1. NYS PLANE COORDINATES NAD83 AND NAVD88 VERTICAL DATUM USING RTK GPS. 2. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF JULY 18, 2012 & MAY 16, 2014 BY L. K. McLEAN ASSOC. P.C. LEGEND: EXISTING WOOD RAIL EXISTING TREE —. — EXISTING FENCE EXISTING DRAIN INLET 6 � EXISTING CONTOUR —D EXISTING DRAIN PIPE -`--1 _ S 1 PHOTO NUMBER A SURVEY CONTROL POINT O O 3 0 w JUL 1 4 2�!'" _a o �v U n g rc DATE BY DESCREMON APPROV. BY S REVISIONS TOWN OF SOUTHOLD c SUFPOI% COUNTY. NEW YORK a I Mattituck Parks District a Veterans Park — Parking Improvements v PHOTO SHEET L. K. McLEAN ASSOCIATES, P.C. 00 CDMKTMO umm" x.77 MM CM W" M0.. MMIMIMVM MW VM 1171# O o HAW NG D-wg--d Br.. CFD scat: AS NOTED N j O Drawn By. LMY pot.: JUNE 2014 2 a 4pr—d By. RGD File No.: 12059.001 m EX. DRAIN INLET RIM EL. =5.26 PROP. BERM TO - - - _ _ Z - OWEl7�RAME & _ 7- - % GR�,E TO RIM EL. = 501' EL.=6.2' (PLANT WITH - .Q PROP. PLANTING OF (6) E°cE DF PAVENENT BEACHGRASS) BEACH PLT/M ( Prunus _ UNG POOL PREP. . -______ `� PROP. mafitima -#3 cont ------ -----_ _ RIM EL.= = ----7-- �_ _� 6 � 5 - l EL PROP. BERM TO I � --- -- �- - - -- =76'(PLANT WITH e _ a ��' BEACHGRASS) +, J T PROP. BERM 1 EL. =6.2' (PLANTT WITH 7"1E, juj' • �i BEACHGRASS) OL % ITE TO AROP. / r � B.W.=5.75' , EX. DRAIN INLET RIM EL.=5.11 RAISE FRAME & GRATE TO RIM EL. = 5.26' EX DRAIN INLET RIM EL.=5.35 GRAPHIC SCALE, (",IN FEET ) INCH = 20 Fr. PAVEMENT/SURFACE SCHEDULE DRAINAGE , SCHEDULE }y� + P. DRAIN CTION OF STRUCTURE GRATE/ TOP OF BOTT. OF PIPE IM ELEV. RING ELEV. NG ELEV.INV.(IN) PIPE W.(OUT) 2.5 . � `PRO L t �y fy d. 4.70 QR 1bW o � a` 3 ° y •� .RIM PF 3 - LEI -2 +y a W EX 4.90 3.5 0.50 2.50 ae 3 - LB -3 PROP. 10' DIA DRYWELL W ROUND SOLID GRATE 4.80 3.4 0.40 2.40 2.40 " Q' ROUND SOUD GRATE a 1 m 11 W 3' PROP. 10' DIA DRYWELL W o 5.00 3.6 0.60 (t 2.60PROP. �LB-5 q b ROUND SOLID GRATE 510 36 0.60 2.60 2.60 PROP, 10'MAL DRYWELL W O f`5 N 6 0.60 .60 =I 3' LB -8 PROP. 10' D0. DRYWELL W ROUND SOUD GRATE 1 5.17 1 3.6 1 0.60 2.60 1 i 3' T PROP. BERM 1 EL. =6.2' (PLANTT WITH 7"1E, juj' • �i BEACHGRASS) OL % ITE TO AROP. / r � B.W.=5.75' , EX. DRAIN INLET RIM EL.=5.11 RAISE FRAME & GRATE TO RIM EL. = 5.26' EX DRAIN INLET RIM EL.=5.35 GRAPHIC SCALE, (",IN FEET ) INCH = 20 Fr. PAVEMENT/SURFACE SCHEDULE RoF = 3,203 S.F. x 1.0 = 3,203. Paved = 42,941 S.F. x 1.0 =42,941.0 deg. = 47,396 S.F. x 0.2 =9,479.2 oardwalk = 843 S.F. x 0.3 =252.9 55,876.1 Sq. F . 55,876.1 S¢ Ft. x 016 f2' RAINFALL) 9.94m C. Cu. Ft. Ex UG. Grain Learhina Eosins I - 8' g at 4' Depth =169.0 Cu Ft. 1 - 8'RM ing at 3' Depth =126.7 Lu. ft. 5- 101000 Ring at 2' Depth !136.8 Cu. Ft. Each) = 684.2 Cu. Ft. 979.9 Cu. Ft. PROVIDE 8,910.18 Cu Ft. - 979.9 Cu. Ft. _ 7,960.28 Lu F 9,5o tra tine Ba sI 9,500 S¢ Ft. x ' depth = RA c.FA Ft. 9,500 X 0.67 f 2' RAINFALL/3' RAINFALL) =6,365 C. Ft. PROVIDE. 7,960.28 Cu, Ft. - 6,365 Cu. ft. = 1,595.28 Cu Ft. 1,595.28 Cu. !2.168.42 Cu. Ft. = 23.3 V.F. / P T ) tl F N (EACH P 3' EFFECTIVE DEPTN) 1 , B.W.=6.05' C , B.W.=6.10' C1 B.W.=6.27' B.W.=5.90' PROP. BERM TO EL.=6.2'(PLANTWITH BEACHGRASS) SYMBOL DRAINAGE SYSTEM STRUCTURE SCHEDULE -,/2" REARMR' COURSE (ASPHALT OVER.") STRUCTURETYPE OF STRUCTURE GRATE/ TOP OF BOTT. OF PIPE IM ELEV. RING ELEV. NG ELEV.INV.(IN) PIPE W.(OUT) EFE DEPTH LB -I PROP. 10' DIA DRYWELL W ROUND SOLID GRATE 4.70 3.3 0.30 2.30 2. 3 - LEI -2 PROP. 10' DIA DRYWELL W ROUND SOLID GRATE 4.90 3.5 0.50 2.50 2.50 3 - LB -3 PROP. 10' DIA DRYWELL W ROUND SOLID GRATE 4.80 3.4 0.40 2.40 2.40 3' PROP. 10' DIA DRYWELL W ROUND SOUD GRATE 5.04 3.6 0.60 .60 3' PROP. 10' DIA DRYWELL W ROUND SOLID GRATE 5.00 3.6 0.60 2.60 2.60PROP. �LB-5 10ODl ORYWELL W ROUND SOLID GRATE 510 36 0.60 2.60 2.60 PROP, 10'MAL DRYWELL W ROUND SOLID GRATE 5.07 3.6 0.60 .60 .60 3' LB -8 PROP. 10' D0. DRYWELL W ROUND SOUD GRATE 1 5.17 1 3.6 1 0.60 2.60 1 2.60 1 3' RoF = 3,203 S.F. x 1.0 = 3,203. Paved = 42,941 S.F. x 1.0 =42,941.0 deg. = 47,396 S.F. x 0.2 =9,479.2 oardwalk = 843 S.F. x 0.3 =252.9 55,876.1 Sq. F . 55,876.1 S¢ Ft. x 016 f2' RAINFALL) 9.94m C. Cu. Ft. Ex UG. Grain Learhina Eosins I - 8' g at 4' Depth =169.0 Cu Ft. 1 - 8'RM ing at 3' Depth =126.7 Lu. ft. 5- 101000 Ring at 2' Depth !136.8 Cu. Ft. Each) = 684.2 Cu. Ft. 979.9 Cu. Ft. PROVIDE 8,910.18 Cu Ft. - 979.9 Cu. Ft. _ 7,960.28 Lu F 9,5o tra tine Ba sI 9,500 S¢ Ft. x ' depth = RA c.FA Ft. 9,500 X 0.67 f 2' RAINFALL/3' RAINFALL) =6,365 C. Ft. PROVIDE. 7,960.28 Cu, Ft. - 6,365 Cu. ft. = 1,595.28 Cu Ft. 1,595.28 Cu. !2.168.42 Cu. Ft. = 23.3 V.F. / P T ) tl F N (EACH P 3' EFFECTIVE DEPTN) 1 , B.W.=6.05' C , B.W.=6.10' C1 B.W.=6.27' B.W.=5.90' PROP. BERM TO EL.=6.2'(PLANTWITH BEACHGRASS) SYMBOL SECTION/DESCRIPTION REMARKS -,/2" REARMR' COURSE (ASPHALT OVER.") PROPOSED (F� DEPTH) PATLONO 2-1/2' ASPIIILT SNIDER COARSE AREA REPLACEIEN 4' RECYCIID PORrVTENO CEMENT CONCRE (34.480 SFJ ACGIEGATE BASE COURSE (MR. 95X COMPACTION) W ----arAss sEEo As SPEC. OF SCREENED TOPSOLSPROPOOSEDD TS W cDMPAcreO suecRABE SEEDTOOPASOL LEGEND: EXISTING WOOD RAIL EXISTING TREES -. - EXISTING FENCE EXISTING DRAIN INLET s EXISTING CONTOUR -D- EXISTING DRAIN PIPE REMOVE EXISTING TREE ADDITIONAL PAVEMENT REMOVAL (8,150 SF) -- PROPOSED CONTOUR _ DRAINAGE STRUCTURE & PIPE (AS DETAILED) DRAIN PIPE & END SECTION (AS DETAILED) - - - PROPOSED SAWCUT LINE ( 250 LF) PROPOSED ASPHAL T OVERLAY (2.340 SF) PROPOSED BINDER COURSE WITH ASPHALT OVERLAY( 1,515 SF) �. PROPOSED TRAFFIC ARROW PROPOSED PARKING STALL STRIPING PROPOSED TOPSOIL & SEED AREAS (21,700 SF) - - - PROPOSED GRADING LIMITS PROPOSED ACCESSIBLE PARKING STALL (AS DETAILED) GENERAL NOTES: 1. NYS PLANE COORDINATES NA083 AND NAVD88 VERTICAL DATUM USING RTK GPS. 2. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF JULY 18, 2012 & MAY 16, 2014 BY L. K. MCLEAN ASSOC. P.C. E FINISHED GRADE 4"0 DRAIN PIPE LTi FLAP GATE PIPE �INVER r. 3„ DRAIN PIPE END SECTION DETAIL (NOT TO SCALE) FOR LEACHING MANHOLE HEAVY DUTY MANHOLE FRAME AND COVER STRAIGHT TYPE FRAME -ROUND FLANGE CAMPBELL FOUNDRY CO. PATTERN #1009 OR EQUIVALENT FOR LEACHING DRAIN INLET HEAVY DUTY FRAME AND FLAT GRATE, CAMPBELL FOUNDRY CO. PATTERN #1177 OR EQUIVALENT SEE NOTE 1 EXCAVATE AND BACKFILL 3 FEET AROUND AND BELOW LEACHING RINGS WITH SUITABLE POROUS MATERIAL AS APPROVED BY THE ENGINEER. SHEET PILING AS REQUIRED 1 112", ASPHALT TOP COURSE — SAWCUT-�� J EXISTING PAVEMENT TACK COAT BITUMINOUS 2 1/2", ASPHALT BINDER COURSE MATERIAL "A" CUTBACK 6", STABILIZED SOIL AGGREGATE SUBBASE CO FULL DEPTH PAVEMENT TERMINATION DETAIL (NOT TO SCALE) 12" RESERVEI PARKING GREEN BORDER (3/8") AND LETTERING (2" HEIGHT) WHITE BACKGROUND AND 3/8" MARGIN -BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE TO ALL PEOPLE WITHIN THE DRIVER'S SEAT OF ANY VEHICLE 12"3/8" GREEN BORDER 1 1/2" GREEN LETTERING 6" ACCESSIBLE 1" GREEN LETTERING WHITE BACKGROUND AND a3/8" MARGIN SIGNAGE FOR ACCESSIBLE PARKING (NOT TO SCALE) FINISHED GRADE BRICK OR CONC. COLLAR (ADJUST TO MEET FINISHED GRADE) 8"o CPE DRAIN PIPE 8 2'-0' IPE 3PNG INVERT 12" � 4" MIN. SECTION A- 10'-0" O.D. 10'-0" O.D. DRAIN OPENING DETAIL A- NTS TOP SLAB FOR MANHOLE & 10'0 LEACHING BASIN STRUCTURE (LBS (NOT TO SCALE) PROPORTIONS FOR THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (NOT TO SCALE) SIGNAGE FOR fc ACCESSIBLE PARKING ACCESSIBLE PARKING SPACE TYPICAL ACCESSIBLE PARKING DETAIL (NOT TO SCALE) DRAINAGE NOTES 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 ® 6" O.C. 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS WAY 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER \ UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. NO DIRECT PAYMENT WILL BE MADE 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT PAYMENT WILL BE MADE FOR THIS OPERATION. 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3".