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HomeMy WebLinkAbout1000-90.-2-14.1 OFFICE LOCATION: ®� ®V S0MAILING ADDRESS: Town Hall Annex °` ® P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 COUNT i,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 9, 2023 Re: LWRP Coastal Consistency Review for of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK SCTM#1000-90-2-14.1 Wetland Permits 9840 mentions a 14'wide non-turf buffer in total against the bulkhead. The preservation and addition of native drought tolerant vegetation in the buffers is recommended to further Policy 6. John D. Rosebery, Architect on behalf of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK requests an Amendment to Wetland Permit#10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3'width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5'wide front entry stair; install 100 cubic yards of fill for the new I/A system; and to establish and perpetually maintain a 10'wide Non-Turf Buffer along the landward edge of the bulkhead. Located: 280 Cedar Point Drive E., Southold. SCTM#1000-90-2-14.1 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 proposal is CONSISTENT with LWRP Policies and 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: Honorable Lori Hulse, Attorney Town of Southold �� LWRP CONSISTENCY ASSESSMENT FORM 4 ''' A. INSTRUCTIONS FEa 0 '� 2U23 �Souci wid mown 1. All applicants for permits* including Town of Southold agencies, shalt compJfti4!B( a� fo proposed actions that are subject to the Town of Southold Waterfront Co i ency eview aw. T 's 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 significant 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 ANIS PROPOSED ACTION SCTM# 60 0O - q0 - 2- I PROJECT NAME �Zn k- — tl Arv!4— �1 t S The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: coo` k y-U irregv( c--, be-cP-corns Rosebery Architectural Stuck® John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: ❑rosebery&optonline.net Cell Phone: (516) 449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. P.O. BOX 1179, SOUTHOLD, NY 11971 ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 1/18/2023 CC: We are sending you the following items: _x_ Attached Under separate cover via delivery the following items: Revised plans Copies Date No. Description 1 1/18/23 3 Additional site plan set as requested by Diane DiSalvo in Tuesday email These are transmitted as checked below: X For Approval Approved as Submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: From our 10-27-22 submission, please make sure the permit application is amended to show the following: As per Elizabeth Cantrell, the Trustees permit application is amended to show the following information: • Demolition of one story existing residence. Construction of new 60'x48' irregular 2-story residence with garage under at elevation 6.1 and first floor elevation at elevation 15.1. which was elevated from 13.8 from the previous approval. Rear deck is to be 57'x20' irregular with 10'x30' swimming pool and 5' in depth. Affront entry stair is to"be constructed 7' long and 5'wide with a 8'6"x 3'width deck stair at the rear entry to the house. A concrete retaining wall 100 feet in length will be constructed for the I/A septic treatment system with a 4'wide stairs to the front yard level. If there are any questions about any of the information submitted, lease contact this office. Jack Rosebery, AIA Architect JAN 1 8 2033 =�. Location of action: 2 e)O 4- -D r l VL' C� Site acreage: 0 , 8 25 �tc. , �J 1�' Present land use:re-S I(�°--R+"lq Present zoning classification: R- 2. -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: A-n Ar -ca Cove t�►f)5S - G(b 6.l Oh r\ 2e-A Ic (b) Mailing address: (0 C> 5 (c) Telephone number: Area Code (d) Application number, if any: N/ 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? tJq FCrm t� 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. Foster 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 minimizes adverse effects of development. See LWIZP Section III-Policies; Page 2 for evaluation criteria. DYes F] No ❑ 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 ❑ No Rr 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 ❑ Not Applicable joee..vVI A r , ro c' a oeust Ah Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LV*W Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable C- k1r r 09,gL 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. 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 ❑ No P Not Applicable Attach additional sheets if necessary Policy S. 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 ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes[] No 1� 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 locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ NoKtc�j J),�j 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 [�J 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 ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No [� Not Applicable PREPARED BY TITLE DATE + ��fis Zenk Property �. *� x r :4 '' Y Legend rESr BORIrl6 N Q 7.39' �/� //� 12-13 1a aY WWNALD 7.39' �/ From South �u x OE05GIENG �C LOT AREA - 35,914 SQ.FT. "�" " '� b.qo' 6E05GIENGE , , �a - ' �' �. EL. � I'O LOAM(OL) 1 PARK N \ \ 6\38' �� 1- u' sem' I' T ^ � f ro (MU \ \ 6.31' \ A O� .. 3' \ \ \ S \ O/ n� EL \ ��O / �/ #..' 3.Q T3.O BROWND((5M)TM PIPE FD �Q, �/� 00/ *� _ (' \ N \\ 00,, {�\� GON5TRUGTION ENTRANGE - gyp, ' 2q' "' � '� .-� � 4' PALE BROWN " ' A" �� TO FINE 5AND FOUNDATION OF COMPACTED 3/4 lb, (�) �� \ of ! 7.1 \ \ STONE BLEND OR N.Y. STATE D.O.T. �`" 5. � ti """ ENCOUNTERED b' PALE IN\ \ + \ / \� � ,(� APPROVED R.G.A. FILL TO 18 (Min.) � � , _ ' � GENERAL NOTES ABOVE EXISTING GRADE FOR 0 l'-6" TO 5114E 5Ar,a a I '.; y*� �; EL-0.1 (5P) \ \ � DRAINAGE. u ,, .., 20 7 + THIS DRAWING, PREPARED FOR THE 4 EL. SPECIFIC PROJECT INDICATED, IS AN 4.86' "" h -Is.10. AREA TO \ / + \ AREA TO REMAIN "`" ` WATERENGOUNTERED INSTRUMENT OF SERVICE, AND THE ;, lb'BELOW 5URFAGE ~ REMAIN NATURAL \ .3 \ NATURAL +7 �` �I (0.11 SITE PROPERTY OF ROSEBERY ARCHITECTURAL STUDIO AND JOHN D. ROSEBERY + \\ "' � + i � TEST BORING ARCHITECT PLLC. d UNDISTURBED / . \ 4.7 6' UNDISTURBED *� �` r � ° ,.,. �'` {- "« ` AGGORDIN5 TO 5GDH5 \ 4.8' q '� a �' , ' " MONITORI%WELL-15457,THE uPf r F e:CP�9'at f ;a'% INFRINGEMENT OR ANY USE OFTHIS FLDOD �= �� i( HIGHEST WATER TABLE EL.15 + tiT 4.56' - KEY MAP ' !M h i 1' 4 \ � .� GON5IDERED AT I3 DEs1614 GROUND PROJECT IS PROHIBITED. ANY ALTERATION, ZONE { �>•- �r� u,r ., . ��� WATER 15 GON5IDERED Ib 4.4 \ ` ; OR REPRODUCTION OF THIS DOCUMENT IS / 4.0' r\°j \ 4.38' ALSO PROHIBITED WITHOUT THE WRITTEN CONSIDERED A PART OF / rn ALTERNATE SWITG��RA55 ' " _° CONSENT OF THE ARCHITECT. °W / "' d GHOKEBERRY \ LOT COVERAGE CALCULATIONS: MIDWAY INLET" -�,�' / 4 EA. 5' O.G. \ AGGORD I NCS TO SUFFOLK 4a- \1 + \ COUNTY CAIS ��� � no4.1'\ AREA OF DISTURBANGE � IMPERVIOUS AREA: AREA go OF LOT GOVERAOE 17,608 50.FT. r BUILDING ROOF 4 DECK AREA: 3,156 50.FT. 10.54 % FRE5HWATER ' 4 8' EXI5TIN6 DRIVEWAY: 2,340 50.FT. 6.51 % CONSULTANTS: WET AND : I L PROPOSED PAYED AREA (PATIO AND WALK): 2126 SOFT. 5.611 ! 3 DRAIN5, 5EE DETAIL Y T + AERIAL PHOTO FROM SOUTH BOUNDAR A 2 TOTAL LOT GOVERA E: 6 b,252 50.FT � 422.a % 2.9 ! + o� UPDATED PHOTOS FROM 10-21 G ONTOUR AS :: j i , .3 PROVIDE PERENNIALS d BULBS AS PER E DETERMINED BY :':`;' ::;:`:;:`:;: :'`;:::::�:::: : ::::;:;:.:.;;: 18m X 2 0 �W I DETAIL SPACING TO BE RANDOM 5 MIN. SAVE LANDSCAPING SCHEDULE [.� �.-.• .--"� P DEEP / , EXI5TINC TREES WHERE NEEDED. r NYSDEG ON .... ff 6/18/20 ...SND:: ::::: 1 LEAGHIN6 /o�� Z PROVIDE 4 KOU5A l' 1 NO. KEY BOTANICAL NAME COMMON NAME SIZE SPADE TY. NOTES L� „ ' POOL u (�� + 4.7'DOGWOODS 6' HT. 1.5" GAL. JAN 8 2_023 $ I R G AR W ONIA ARBUTFOLIA RED GHOKEBERRY 3A - C� L 2 3 EE P 5 LN 22 DONT. I DE DED Z E 0 N � I R.O.W. LIBER �o / RBANGE 5G I RGATUM SW I TGH CRASS :. : . AREA OF DISTU 2 PAN I GUM V QT SEE PLN. 23 OT �' �' (17,bOSt S.F.) TO BE PLANTED IN CLUSTERS IN AREAS 5HOWN 2' O.G. 3096 COVERAGE."� 6gg4 P6 543 a `„° / 2 I J REMOVE TREES IN THIS AREA AS ALTERNATE 5WITGH CRASS d / 3.3' / RED GHOKEBERRY / S�3° ` / // +(4.0a (4 REQUIRED FOR INSTALLATION OF SYSTEM 3 SM AGER RUBRUM 'FRANKSRED' SUNSET MAPLE _ 5'-b' (4" GAL..) SEE PLN. 4 B4 B 8 EA. 5' O.G. / 26 00 100'E l 3.4' '00� 4 100 FEET FROM FRE5HWATER 4 KD CORNU5 KOU5A KOU5A DOGWOOD 5'-6' (4" GAL.) 5EE PLN. 4 B$B d4 WETLANDS VEGETATION TO BE 5 10 FEET NON TURF BUFFER � + /Q� �> BB MYRICA PENSLYVANIGA BAYBERRY 3 GAL (2'-3') 5' O.G. 25 DONT. AS REQUIRED BY TOWN OF + co <c / ' a �� 3 6' Q, GLEARED OF DISTURBED WITHIN THE " " SOUTHOLD TRUSTEES .8 l y,N (6) �t 1 AREA OF D15TUR5ANGE ONLY. AREA 6 B5 ALOPECURU5 MY05UROIDE5 BLACK 6RA55 3 CAL. 5EE PLN. 11 CONT. , ~ 4-RED SUNSET MAPLE 6' DISTURBED WITHIN 100 FEET OF THE HT. 2" GAL 9 fib` p �C?� WETLANDS 5,450 SOFT. 8 TO BE PLANTED IN CLUSTERS IN AREAS SHOWN 2' 0.C,. 3096 COVERAGE LOGATION5 5HOWN, NOT TO NTERFRE IN �� R.O.W. OR UTILITIES. 5EET� OUT5IDE �• dz�� ,/Q� + O ARC a' q BUFFER W/ NATIVE CRA55E5 ro, D" J - MIX RED BAYBERRY AND GHOKEBERRY 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED ��EyjT Miy �° tr e "MIDWAY INLET" FROM SUFFOLK GIS NOTES: '< 8'X10' TEMP SHED FOR TOOL dAl ": Q� SHRUBS 10 EA. AT TOP 4 BASE OF SLOPE TOTAL: Ii°I NOEL ROSF e � ��' o � � 3 GAL CONT. 5' O.G. USE MIX W/ 5WITGH SMALL SHRUBS ARE TO BE IN STORAGE INSTALL WATER LINE, MrN 4' R}"`` J PAVER SELECTION IN LANDSCAPED AREA BY OWNER cu REMOVE AFTER GON5TRUGTION q) + a /�"/:. ". 'N + 2.6'w GRASS 4 BLACK 6RA55 ON SLOPE CONTAINERS NOTE: SURVIVORSHIP TO BE MAINTAINED FOR 2 YEARS. ALL PLANTS THAT HAVE DIED 15 RED BAYBERRY 2' HT. °' 2^ ' ': Q� v STABILIZE SOILS SEED WITH TREES AND LARGE SHRUBS ARE TO BE OR ARE 015EA5ED ARE TO BE REPLAGED AT THAT TIME. IN GEDAR MULCH L9d4HIN6 0 (8,2 1 / _ NON FERTILIZER DEPENDENT BALLED AND BURLAPED (Ba B) NOTE: IRRIGATION TO BE EXTENDED TO ALL LANDSCAPED AREAS INGLUDIING EDC-E-5 OF GONG. RET. WALL (SHADED) 6ALLEY5 2' o af48 ? Q� RYE-FE5GUE MIX BUFFER AREAS 2426' WITH 5TEP5- INDEPENDENT OF DEPTH NOTE: SEE 501E RESTORATION PLAN "9T ya I MIN. (�' SDR AGTI \ 3GONG.RETAINING WALL 2'FROM F N� BDG, STRUCTURE/ O (4 q) 16 45Y5 u0)\� 41, �IzoP1 RTY LINE PROVIDE THORosEAL DETAIL ON SHEET SP-5 FOR AREAS NOTE: ALL HYDROSEEDED AREAS ARE TO USE A NATIVE SPECIES RYE-FESCUE MIX, 4014 INTERIOR 51DE OF WALL WHERE 501L IS TO BE RESTORED. APPLIED AT A RATE OF 5-10 KG, USE AN ORGANIG TACKIFIER AND A5 LOW A Architect registration expires 9-3o-23. O 5 FERTILIZER RATE AS P0551BLE. ALL AREAS TO BE UNIFORMLY APPLIED. RAISE HOUSE ELEV.SOUTHOLD 1/23 GONG 9, �o _ MIN. ° FLOOD ZONE AE6 4' CONGUR ` l E� y ° l ocAs j - 5 -- - - _ _ _ 16 BUILDING DEPT.COMMENTS 10/22 J /1 5 6 , , FLOOD ZONE X WALK / ! ? p (qS) +4 �� 15 BUILDING PERMIT SUB. 5/22 l� ° J )b Y - �`- co bio EXCAVATE LOAM 4 FINE SILTS 4 SAND OUT OF UJ 4 r 6d o PI bviDE PEA GRAVEL TRENCH EXCAVATION IN SHADED AREA UNTIL WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 J q- LOCATE o l 2�°� 'F�F _ E<CIN 3 ��- �•0' WALKWAY BETWEEN '" � TO SCDHS FOR PERMIT 1-1) 15C � � � sr .�- G GOOD MATERIAL 15 FOUND. REPLACE WITH DRAINAGE p + ° �' GLEAN SAND AS NOTED eF $� JFE5T H : --STAIRS *.T IY U / 10 FROM / REsi dory�ihF WATER LINE °) PROPOSED ESTIMATED FILL REQUIRED = 100 GU.YD5. - 4 «rt 13 NYSDEC REVISIONS 1/22 E v y / .3OVERFD PORCH + - 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM �� � � - U 18" GONG. qcl 50.FT. THE EAST. ' ' ? �;,, baa " " AY 12 TRUSTEE REVISIONS 11121 S �l/RETAINING l9 5 4 ?es' \ EXI5TIN6 GE55POOL 8 �" � . - ; r WALL SEE eo B ooh-0,30 o F TO BE PUMPED AND R °' .�4 ti rM -0) KEY NOTES: M �' _ .s - .. TOWN of SOUTHOLD Fb\UNDATION o 9g ,may a REMOVED ACCORDING ' "" Et �'F 11 9/21 h( PLAN h (OTE: GONrRAGTOR To PROVIDE FULL ;' :* WETLANDS PERMIT APP. TO 5GDH5 STANDARDS UTILITY MARKOUT PRIOR To CONSTRUCTION ON SITE 1 « L D \ 10 DEC REVISIONS 6/8/21 OVERALL HOUSE AREA MAY 28 COMMENTS LTi O' 51TE PLAN FROM SURVEY BY WARD . - .e RAILROAD TIE RETAINING �o � 8.8, 3 = 3,512 SOFT. BROOKS JANUARY 21,Zola 9 „� � , ' � .� <�; ^�, ..���° DEC REVISIONS WALL UNDER SEPARATE 3.6 r - i +9 3' 9 1, +(6.5) PROP05EPELEVATIONC-RADE5 k �` m ° MF'' 5-EXISTING RESIDENCE FROM MARCH 21 LETTER 5121 DEC REVISIONS CONDENSER PADS - �q 8 10-2020 APPLICATION � �`�rj��� \ 5 � {- EL q I +4.5 EXIST. GRADES 0 WEST 5.4 PHOTOGRAPH LOCATIONS 4-EXISTING BULKHEAD FACING SOUTH '` E GRADE TO 4 5EE DEG 517E PLAN HEALTH DEPT. SUB. MEAN HIGH WATER LIQ . 1. - ELEVATION SHOWNz T � � ' TO BE LANDWARD OF + �ERr(� NoN UNDER DECK FOR 7 RELOCATE HOUSE 2-2020 THE WESTERN BULKHEAD �o T/ ` RrF H FROST PROTECTION NOTE: THERE ARE NO SUPPLY WATER r RETURN AND PREFAB WALL (5p T / 4 \ �+ � \ � WELLS WITHIN 150 FEET OF THE 6 HEALTH DEPT REV. 11/19 GONG. 5TRUGTURE PROP05ED SANITARY SYSTEM (LO B�^ll \ 7 5, 4 '' B-LOCATION OF PROPOSED PLANT MIX OF 5WITG `� \� \ + &RAPHIG SCALE � , SEPTIC SYSTEM. THE TREES 6RA55 4 BLACK 6RA55 I \ 10 FEET NON TURF BUFFER 20' 0' 10' 20' 40' xS THAT ARE FLAGGED 5 CONSTRUCTION DOCS 9/19 GROUPS EACH, 2' O.G. IN 5.7 T/BHD 4' e Q AS REQUIRED BY TOWN OF REPRESENT THE TREES 5TA66ERED ROW5. AS A T/BHD Y d 5qT TOLD TRUSTEES EXPECTED TO BE REMOVED 3-NORTH SIDE OF EXISTING RESIDENCE, No. R2V1SIori�SSue Date 5.2 o (IN FEET) LOOKING SOUTHWEST WHEN THE SYSTEM IS PART OFA 10 FOOT ?0 N6� T/BHD K � (O 1 = 30'-0' 4 INSTALLED. ROSEBERY NON-FERTILIZED BUFFER / SEE LANSGAPINC 5GHEDULE N ° 76 X2'3 �� � rJ b FOR THE FOOTPATH 15 O NOTE: COVER MATERIAL �'�.' . µ e ' EXISTING BULKHEAD TO BE W WOOD WALK LIMITED TO NATURAL Y t ARCHITECTURAL REGON5TRUGTED UNDER WOOD BARK GHIP5, STONE, SEPARATE APPLICATION 96.35. \ GRAVEL AND SAND STUDIO TIDAL WETLANDS 2,224 SOFT1029 SIPP AVENUE (6.2 % OF OVERALL LOT) MEDFORD, N.Y 11763 LITTLE PECONIC BAY SITE PLAN 4.9' 1 FAX PHONE:316 0-5476 62 7-EXISTING RESIDENCE FROM SOUTHWEST 5476 6 ALL PLANTS PLANTED AT SCALE: 11"=30'-O" T/BHD &RADE,NOT ABOVE OR DELON, ER05ION CONTROL MATTIN6 E-MAIL: rosebery@optonline.net M°"r '� � WITHOUT MOUNDED SOIL PROPERTY AREA = 35,914 SQ.FT. :' _ � ��t �� LooSEN AND SCORE RoorS WEBSITE ZONED R-40 RESIDENCE OF ALL POTTED PLANTS www.roseberyarchitect.com ° n . BEFORE PLANTING rY h s Jr r SAWGUT EDGE ® PROVIDE DRAIN AT TOP � DRAIN TO BE 1'-0"MAX Project Name and Address (`" F ASPHALT PAVEMENT BELOW TOP OF 6ARDEN RIDGE HT. � ..,: , � I CONCRETE WALK ZENK RESIDENCE I it 35' ABOVE - ~' II q r' � .0 6RADE NEW RESIDENCE D R RN AT SOUTHWEST SIDE 0F PR PERTY UNDISTURBED 50E BULB PLANTING DEPTH $ I 15 2X HEIGHT OF BUL'.B 9 08 NOTE: ° 0 � EN6INEEPED501L 280 CEDAR POINT DRIVE, . ,, 868 01 I I8" O.G. PROVIDE PEA GRAVEL - �' FIN. FL. WALKWAY AT THE BASE OF �" « � I ( 00°x° SOUTHOLD NY EXISTING SUBSOIL op _ n 00,�Op EL.14.1 THE STAIR I ON 3 SLOPE « � ,+� '" j' 00 08 0 08 0 o0 0 9.000 TOWN OF SOUTHOLD RETAINING WALL LU RAIN GARDEN DETAIL PROVIDE 12"WG PERFORATED SCTM. NO. 1000-90-2-14.1 8 BEYOND, SEE PLANS `'"� DRAIN PIPE WRAPPED 114 FILTER _ �, 6, 7. FABRIC OD NOT TO SCALE Project Sheet 8.8' 5' q.l' as' 7.8' mt , 2018-45 UJ 7 6' 5' 41 � M LU A KWAY O w NOTE: PRECAST TRENCH _ �« Date XD FLOOD ZONE i 4 W L O z O z D } MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES DECEMBER 2018 AE6 _J O_J O HOUSE TO BE DIST. - P 1 N LL N 6" OUTSIDE CHAMBER O LOGATION TYPE BOTANICAL NAME COMMON NAME SIZE SPACING scale FLOOD LINE w I A 5HRU5 ARONIA MIELANOGARPA BLAGK GHOKEBERRY 2-6ALLON AS NOTED EAST ELEVATION / SITE SECTION k PANIGUM VIR6ATUM S 6RA55 � 5WITGH 6RA55 I-GALLON �» „�1�'°t�= °,• �� . .. ,,� SHENANDOAH' 18" O.G Drawing G PERENNIAL PYGNAMTHEMUM MUTIGUM SHORT TOOTHED MOUNTAIN I-GALLON /� 5�i/rtLE: I" = 201-0" 9-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED MINT TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND BULB NARG1551,15 'DUTCH MA5 R' TRUMPET DAFFODIL 5UL135 GLU5TER 2 AT SITE & DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. SANITARY PLAN WWW.CALL811.COM PUMP COMPRESSER POWER CIRCUR DRAINAGE CALCULATIONS: 12-5-16iN6 N _�I, MGDONALD n n.��l�I C61 M1 .}, c� --- 6E05GIENGE DIG SAFELY" REQUIREMENTS IN NEW YORK STATE , ;= IMPERVIOUS AREA: EL• BILK BLK �.I �. suc �J Z� LJ � L1 °--� r r ; 1 SPRAY 18. BUILDING ROOF AREA 3,786 SOFT. 6•`+o' T° DARK SROM t. EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE N , N ----------- PUMP 1 PROVIDE WATERTIGHT 1' LOAM(°U MOTOR PUMP RATINGS: 067.00oo PROVIDE SAFETY GRATES INSIDE EXISTING DRIVEWAY 2,340 SOFT. DIGGING r -' 3/4HP @ 115V FLEXIBLE J015T SEAL AT meo.0000 ALL TREATMENT UNIT GONERS TO PROPOSED PAVED AREA (PATIO AND WALK) 2126 SOFT. �o' I' - CSR 6 LOOPS '1 --�i- 15.0 F.L.A. INLET d OUTLET PIPES 48 1/2 GRADE To MU TOTAL IMPERVIOUS AREA 8,252 SOFT. 3' THE NEW YORK STATE PUBLIC SERVICE COMMISSION(COMMISSION) WANTS TO REMIND a p11 C62^ �K �M2� ,,, � ,i `. ° �, p ----------� RECIRC PUMP RATINGS: s /z �� " ° X 2 RAINFALL VOLUME 0.167 EXCAVATORS,GONTRAGTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE � -� t✓ I PUMP ; 3/4HP ® 115V ° EL. •``' OF THE 5TATE'5 TOLL-FREE ONE-GALL CENTERS BEFORE 5TARTIN6 ANY EXCAVATION OR DIGGING I WHT '"" N --------- MOTOR/` 15.0 F.L.A. ° TOTAL VOLUME REQUIRED 1,378 GU.FT. s.a' BROWN 5ILTY PROJECT. > ,I G`_, ' 3' SAND(SMV �`,�_, DRAINAGE SPECIFICATIONS d DESIGN: TO NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFICATION 5Y5TEM A5 A FAST,EASY AND CB3 M3 �.}_ .>� ;- EL. 4' COMPREHENSIVE WAY TO ENSURE UNDERGROUND FACILITIES ARE PROPERLY MARKED BEFORE A "" o �"� °" P ;T;' L; MIXER RATINGS: INLET MI OUTLET I DRYWELL bVIA. X 2' DEPTH IN DRIVEWAY = q0 GU.FT. 2'q 4' PALE BROWN DIGGING OR EXCAVATION PROJECT BEGINS.THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND `--' - PUMP ; 15. HP ® 115V PROVIDE 15 LEACHING 6ALLEY5 2 FT. DEPTH A5 SHOWN ON PLANS ib' SP)SAND FAGILITIE5 ARE THE TWO 'ONE-GALL NOTIFICATION 5Y5TEM5" THAT SERVE A5 COMMUNICATION w,r N ----'---' MOTOR / 15.0 F.L.A. mz1� LINKS BETWEEN G0NTRAGT0R5/EXGAVATOR5 AND LOCAL UTILITIE5/MUNIGIPALITIE5. d G = I IS X 64 GU.FT. PER CHAMBER = q60 GU.FT. WATER WATER IN C64 F-d.--`-�, ° ° ° ° ° • , ° RAIN GARDEN &q7 5Q.FT.X OS (b" DEPTH) = 448 GU.FT. ENOOMTERED 0 PALE BROWN GENERAL NOTES ABOIIr THE REQUIREMENTS: CK. cKr \COMP RATINGS: ozo n-I•{,• To 5ME SAND O Cl -----------� COMP % ° o ° 2O' (5P) UNDER THE COMMISSION'S "GALL BEFORE YOU DIG"REGULATIONS,ADOPTED TO PROTECT THE I MOTOR 1/4HP 0 115V ° ° ° TOTAL DRAINAGE CAPACITY = 1,4g8 GU.FT. EL-oi PUBLIG'5 SAFETY AND GENERAL WELFARE,THE FOLLOWING PROCEDURES ARE REQUIRED: N --------- 5.4 F.L.A. 51 1/2 ° ° THIS DRAWING, PREPARED FOR THE ° msa.0000 EL. SPECIFIC PROJECT INDICATED, IS AN NOTE: ALL MOTORS PLG CONTROL PANEL ADVANCE NOTIFICATION REQUIREMENT n ° m�o.0000 -13.10' c}� MUST HAVE INTERNAL AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE OVERLOAD PROTECTION. W/ HP 8O GOMPRE55OR ,b WATER ED SITE INSTRUMENT OF SERVICE,AND THE DATE OF THE GALL) NOTICE ML15T BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHICH mw LR1-01 M1 „,T CONSTRUCTION FENCE: (-O,) PROPERTY OF HN D. R RY ARCHITECTURAL • CONSTRUCTION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND STUDIO AND JOHN D. ROSEBERY WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY GAN MARK THE au LR1-02 ••,K MZ •'" LOCATION OF ANY FAGILITIE5 AT THE EXCAVATION SITE. CONSTRUCTION 51TE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND TEST BORING ARCHITECT PLLC. SHALL NOT ENGL05E MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT MONITORIN6 ELL 154 1,TW HOW 15 NOTIFIGA710N MADE? A RE IR RUNNING YARD ENTRY GATE BY PROPOSED BUILDING, AND PROVIDE 5TA51LIZED "�5T HATE�� KEY MAP Ay INFRINGEMENT OR ANY USE OF THIS FOR EXCAVATION ON LONG 15LAND AND THE FIVE BOROU6H5 OF NEW YORK CITY,NEW YORK 811 au LR1-03 �MIXFR CONSIDERED AT 13 M16N 6ROWD PROJECT IS PROHIBITED.ANY ALTERATION, MUST BE GALLED AT I-800-212-4480.FOR EXCAVATION ELSEWHERE IN NEW YORK STATE,DI6 " PROVIDE 5AFETY GRATES IN51DE AGGE55 DRIVE, A5 APPROVED BY BUILDING INSPECTOR. FRONT, 51DE AND WATER 15 GOWDERED IB OR REPRODUCTION OF THIS DOCUMENT IS SAFELY NEW YORK MUST BE GALLED AT I-800-C162-10162.NOTIFICATION FOR EXCAVATION WORK ALL TREATMENT UNIT GONERS REAR YARD OF PROPERTY SHALL BE SECURED AT ALL TIMES FOR THENING DURATION OF CONSTRUCTION. ALSO PROHIBITED WITHOUT THE WRITTEN ANYWHERE IN THE STATE CAN BE MADE BY DIALING 811.WHETHER DIALING THE I-800 NUMBER OR a° LR1 "'" INLET FLOW Id E CONSENT OF THE ARCHITECT. 811,THERE 15 NO CHARGE FOR THE GALL. LR1-Q4 LINE OUTLET WHAT DOES EXCAVATION INCLUDE? Bw AS-, 16 PLC INPUT E O L RED + EXCAVATION 15 DEFINED IN STATE LAW A5 "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER I< Q MATERIALS IN OR ON THE 6ROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLA5TING,AND esu 5 ti�`ti 6 RED RUN ALUAR� EF LUENT � �? 7 39' \ 0 �/C���F LOT AREA = 35,914 SQ.FT. INGLUDE5,BUT 15 NOT LIMITED TO AUGURING;BAGKFILLING;DRILLING;GRADING;PLOWING IN;PULLIN5 FILTER Ox \ i CONSULTANTS: IN;TRENGHING AND TUNNELING.TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE HWA MUTE ! O 72 1/4 A p N i F \ O '� TILLIN5 OF 501L FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. LO ATION ew !TEST 64 1, WHAT 15 THE EXCAVATOR REQUIRED TO Do IF THERE ARE MARKED UNDER6ROUND FACILITIES AT o ALARM 6211 \ \ \ 1 ^ �V THE WORK SITE? ! LIGHT \ \ 6.31' .O r--� BEFORE U51N6 POWERED EQUIPMENT NEAR MARKED UNDERGROUND FAGILITIE5,EXCAVATORS ARE °LR RED ""r vO 1 6^ REQUIRED TO VERIFY THE LOCATION,DEPTH,AND DIRECTION OF RUN OF THE FAGILITY BY MEANS O \ PIPE FD \ X0o \ O/ O� �tF JAN 1 8 202 OF TEST HOLES DUG BY HAND. AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INGHE5 MUST ENABLE , \ `9, Y� c / BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. �° 6 N /F \ �/ GON5TRUGTION ENTRANCE - „_ 1 11 PLC INPUT I / \ �` O FOUNDATION OF COMPACTED 3/4" OVERRIDE I rJ 0) / 7.1, \ Q 5 \ STONE BLEND OR N.Y. STATE D.O.T. ago a � 4 CSR E12 PLC INPUT 1-40 1/2 APPROVED R.G.A. FILL TO 18" (Min.) � GOMPAGTED SAND AT BA5E 3" THIGKNE55 LEVEL MAX. TOLERANGE 5.2 ABOVE EXISTING GRADE FOR 14 PLC INPUT OF 4" IN ANY DIRECTION / .7� �� DRAINAGE. HYDROAGTION SYSTEM GENERAL NOTES: TIME DOSE "" 17 PLC INPUT 41 -+- // \ � s �"' DEMAND HYDROACTION AN-400 SERIES ` �� 6.1' / \ , >• I HYDROAGTION SI N 400 SYSTEM DESIGNED FOR 5-4 OWTS SYSTEM DETAIL AREA AL / + \� 4.86' AREA TO REMAIN SPRAY o Io PLC INPUT REMAIN NATURAL \ 3' \ 2. THE DE51ON ARCHITECT SHALL OBSERVE THE OWT5 PRIOR d UNDISTURBED NATURAL d TO BACKFILL AND DURING SYSTEM STARTUP wl 61 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120 V. MIN. W1 FOR 3-4 BEDROOM RESIDENCES / \ /�� +\ 4.76' UNDISTURBED MAIN PANEL 0I5GONNEGT MUST BE PROVIDED BY INSTALLER. 4.8' \ q 3. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL 3'6+ � / FLOOD FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS. ZONE A \\ ' 4.56' AUTHORIZED INSTALLER OF THAT SYSTEM. WATERTIGHT FLEXIBLE + 4.4' \ FtED q FIELD WIRING MUST BE A MINIMUM OF 60"G COPPER WIRE / �� h'C 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE ITEM DESCRIPTION J015T SEAL 4 0 \ 4.38' g y, HA-180053 TANK AN400 NITROGEN REDUCTION FIBER6LA55 TANK / rn ALTERNATE SWITGf\ RA55 �� p0N L RO TREATMENT SYSTEM WITH THE SUFFOLK COUNTY DEPT. OF GON51DERED A PART OF (Z w ELECTRICAL 5GHEMATIG - INFORMATION ONLY PLEASE 5EE 5UPPLIER FOR A TANK P UMP 400 PRECAST GONG. OWT5 °W / `"' d GHOKEBERRY HEALTH. THE DESIGN ARCHITECT SHALL PROVIDE THE MIDWAY INLET \ --� UPDATES. B 5N TAII 2 TANK NNE TIN KIT TUF-TITS EFFLUENT FILTER OUTLET TO / REGORD DOCUMENTS AS REQUIRED BY 5GDH5. C A55EMBLY,REGIRGULATION 245 DISTRIBUTION ACCORDING TO SUFFOLK + 4 EA. 5' O.G. \ "' 5. AN EXECUTED OPERATION AND MAINTENANGE CONTRACT D AN 400 W/PLATFORM COMPLETE MODEL EF 4 CHAMBER / 4.1 \ COUNTY 615 AREA OF DISTURBANCE BETWEEN THE MAINTENANGE PROVIDER AND THE E PIPE 4" PV DR TUF-TITE MODEL TB-4 / \ 17,608 5Q.FT. �- F EC50-30-L-SO PLG -OPS PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. T-BAFFLE FRESHWATER 4+8' •9�. 24265 P G 5D WETLAND R OTHER E T PROVIDE PULL DISCONNECT PRIOR 4 PVC, 6. GARBAGE GRINDERS MACERATORS 0 O OBJ G O �N 3 DRAIN ' TO PANEL H PIPE 4" PVG SDR 35 SDR 35 BOUNDARY AT 2 ,+ / � 5, SEE DETAIL F NE TE: AMP NO THE EFFLUENT 2.9 I P O �� OLE 2 BREAKER I R THAN SANITARY I N 1 / + ,© 1 INTENDED T PUT ITEMS OTHE AN 5AN1 A SEPT G O STRAIGHT TEE 4 SDR 35 PIP .3 E T � GON OUR AS Izo VOLT I'DIA SERVICE TO PANEL PROVIDE PERENNIALS d FILTER SHALL E O L5 BULBS AS PER AMP IF TANK I B Architect re istration ices 9-3 - 30 PUMP 5 l , , g �+P 1< � � mx2 I IN I' PA 8 Z 12 2 GRD. CONTROL NEL D Y H DETERMINED THE SYSTEM I PR HI ITE B S D S. DI Y ���� S S S O B G REQURED-DE GATED I IN B 6F STA 4 INSTALLED DIRECTLY Y I I DETAIL G L LT A OBER RANDOM IN O 5 M AVE I 5 K # I RAISE HOUSE ELEV S 1/2 II SOUTHOLD 3 EFFLUENT FILTER EE NOTE 2 LUE L 5 O I IT TUF TITS DEEP G RGU UNDER / THE AGGE55 COVER NY DE N �:�: 5 GO XI E TIN M THE WT T THE I N E N EXISTING TREE WHE NEEDED. 16 -i PROVIDE 2 VENT PIPE FROM O S O E S GL I I � 5 RE E ED P O E NGOM 6 ELEC.. 5ERVICE 2 SGHED. 40 PVG 5EE NOTE 8 FOR EASE OF 5D-4 Np:::.::.::. :.:: <:::;:::::;::: ::: J LEAGHIN6 o r( BUILDING DEPT.COMMENTS 10/22 FAMILY DWELLING AND GONNEGT TO THE 5EWER VENTING WDROACTION 6/18/20 ' / g 'Z PROVIDE 4 KOU5A HroROAGTtoN HYDROAGTION AGGORDIN6 TO MAINTENANGE OR SOLIDS POO u + „ HI BLOW HP 80 I a� D W � OG GODS b HT. 1.5 GAL. H PIPE HA HAVE A P ITIVE P 4.7 WITHIN THE HOUSE. SHALL A OS Ix I PUM 5 BUILDING SYSTEM M PUMP REG RC. PSE65PEG5.(5ff DEFLECTOR I 1 G PERMITSUB. 5/22 CONDENSER REPLACEMENT. 200 AMP �U I i HYDRO 5 TE PLA DEEDED T T THE HOUSE ANY U D P FROM THE ONT5 O OUS SO L Q SLOPE O O ELEG.HOUSE O I A rl N N G O I E EFFLUENT FILTER DETAIL UE ETA LEA OF DISTU N RBA GE PA WETLAND PERMIT t�El S R IT R.O.H.R WLIBER f o BE 1 WILL DRAIN TOWARDS TREATMENT UNIT. LEG. INFILTRATOR WATER TECHNOLOGIES L CONTROL iy. 14 3122 N.T.S. APPROVAL,17 08 S.F AL SUBMISSION TE bgg4 P 4 N SSION 65 3 NY ATL GSF 2 BUNDLES ,6 PANEL L o v FIRM INVERT (ENTRY) ELEVATION l .tJ NTRA T R SHALL GON R 8. GO G O 4FTX 11N H WI TRENCH co m 2 C DEa I TO CDH F s I S S OR PERMIT OF SANITARY LINE AT POINT OF CONNECTION PRIOR TO TYPICAL CROSS SECTION DETAIL 3.3' / REMOVE TREES IN THI5 AREA A5 ALTERNATE SWITCH GRASS d �. / 2 p � RE UIRED F N CONSTRUGTION. GONTRACTOR SHALL NOTIFY ARGHITEGT ELEG.6ROUNDIN&A5 (NOT To SCALE) RED GHOKEBERRY j S�3°36 / +f4.0 I (4 ` _ Q FOR 5TALLATION OF SYSTEM 13 NYSDEC REVISIONS 1/22 IRE5' 0.6. o „ 4 OF ANY D15GREPANGIE5 IN THE INVERT ELEVATIONS. REWIRED " 8 EA. 26.00, OE l 100 FEET FROM FRESHWATER TYP. ELECTRIC SINGLE LINE DIAGRAM 48 " z 10 FEET NON TURF BUFFER 3.4' 100 ©filed WETLAND5 VEGETATION TO BE 12 TRUSTEE REVISIONS 11/21 N.T5. NOTE5: b 12 6 S A5 REQUIRED BY TOWN OF cb .Cc / ` , u/ CLEARED OF D15TURBED WITHIN THE 1. BURIED ELEGTRIGAL CONDUIT 5HALL BE A MIN. SOUTHOLD TRU5TEE5 / y,' J 36 ��! AREA OF D15TURBANGE ONLY. AREA 11 TOWN OF SOUTHOLD 9/21 OF 24'BELOW GRADE Cd'''�O D/ a (6) 1.. WETLANDS PERMIT APP. 2. ALL ELEGTRIGAL WORK TO BE PERFORMED IN 12° FRESH AIR VENT ACCORDANCE WITH NEPA 10 d CURRENT _ 4-RED SUNSET MAPLE UHT. 2" GAL � 1 � / DISTURBED WITHIN 100 FEET OF THE CLEANOUT TO BE VERSION of NEG. ' " LOCATIONS SHOWN, NOT TO I TERFRE W. Qr O �o O o © 47 WETLAND5 5,450 5Q.FT. 10 DEC REVISIONS FLOOR PROVIDED AT FAGS :. R.O.W. OR UTILITIES. 5E OUTSIDE � � � + �. -� MAY 28 COMMENTS 6/8/21 BUFFER W/ NATIVE GRASSES 10, pY° ,q : �, / MIX RED BAYBERRY AND GHOKEBERRY DEC REVISIONS OF BUILDING SHRUBS 10 EA. AT TOP BASE OF SLOPE ^.. WASHED CONCRETE v'��nN °� q .. ::` ¢ -J 9 MARCH 21 LETTER 5/21 PROVIDE ` :' ,; \ 5AN8 XIO TEMP SHED FOR TOOL �� d� ,a : :.:::... STORAGE INSTALL WATER LINE o Mi 4' ' "' ' '� 3 GAL CONT. 5' O.G. U5E MIX W/ 5WITGH DEC REVISIONS BUILDING WALL LOCKABLE k '•;: : PLG CONTROL -, NATIVE SOIL /-•f ,L 8 10-2020 CLEANOUT AT ?:.'t:, '.>.; `' ::> ���, REMOVE AFTER CONSTRUCTION q o an�.f:::: .f �o + , _4 JU GRA55 t BLAGK ORA55 ON SLOPE HEALTH DEPT. SUB. GRADE CONTROL PANEL d AIR HP-80 COMPRESSOR O ,1`1\� ,',*' %! �� ��,%\ :': +< 2.6 Ll w PUMP IN POLYN PRECAST F ,� \\� ,�,);\��� 15 RED BAYBERRY MULCH L4E C,rHINO z N N 7 RELOCATE HOUSE 2-2020 PUMP ON PRECAST STABILIZE 501L5 SEED WITH / / O FERTILIZER DEPENDENT CONCRETE PAD " PIPE ATL CONDUIT GONG. RET. WALL (SHADED) /ALLEYS 2' ° 0rory RYE-FE5GUE MIX o WITH STEPS- INDEPENDENT OF DEPTH 1O' A ry U) 31 6 HEALTH DEPT REV. 11/19 wLIGHT WEIGHT MIo 5r5 aCrt 4,.. u-1 GONG.RETAININ5 WALL 2 FROM w GEMENT FILL - �I BDG. STRUCTURE/ i o V (49) 4 AA) ro - RTY LINE-PROVIDE THOR05EAL '`� = i b" GONG 9 of �o o o ° ON ROPE 5 CONSTRUCTION DOCS 9/19 •°m �// o , CURB o FLOOD INTERIOR ZONE IDAEb LL °° o 0 0 �\ Oj\ .• a• _� 6RAIJNDI^1P� � Q � � I Et l \ � pREcgsr -- � - - - No. RevisionAssue Date °m SANITARY EXISTING GRADE /%\ / O� 4' GONG s sq / 3 / i71sr. 5 FLOOD ZONE X a" MIN PLUMBIN6TRAP IN �\j�// /�/�//\ \// \/\�j\/\ POLYLOK 24" SAFETY SCREEN � J i.Z• WALK / � u� TOA ��� � ILoI EXCAVATE LOAM d FINE SILTS d SAND OUT O ROSEBERY ACCORDANCE WITH i \ PART N0. - 3048-SS /� ER o J 2. 4. SECTION NYSPLUMBIN6 ��!/\/\��\ �\�\\\/ �U a Y o•o. MATERIAL - HDPE 4 CODE � DOMED Ear J 4 8 /„ � F 6 � ,O F � _•,° bVI DE PEA GRAVEL TRENCH EXCAVATION IN SHADED AREA UNTIL AIR H05E d ELEGTRIGAL MAMAN LOAD L�OGATE o Srr F = `C/NG 3' 0' WALKWAY BETWEEN ARCHITECTURAL STMrlH BUILDING CLEANOUT & 2.0SUPPLY TO TREATMENT ��M EASY I DRAINAGE ppR Cr 4"7 5� STAIRS - GOOD MATERIAL IS FOUND. REPLACE WITH UNIT PROVIDE 20 AMP strETY satmt UZ 10 FROM ry Aax 'CO RFs �M I�� rEST H _ GLEAN SAND AB NOTED STUDIO FRESH AIR INLET DETAIL HYDROAGTION CONTROL CIRCUIT C6FI BREAKER ���� WATER LINE ' F ?nO o) PROPOSED ESTIMATED FILL REQUIRED = 100 GU.YD5. 'Nc / �� rasp y /8_ +a 3 �6VE ZD PORCH 1029 SIPP AVENUE NOT TO SCALE PANEL d GOMPRE550R AT PANEL (5EE � � U 18" GONG. BUMP MANUFA6TURER5 5PEG5) °� S /RETAINING IT l>g 3 qq 5G.FT. MEDFORD, N.Y 11763 NOTE: BUILDING CONNECTION TO HAVE A MINIMUM OF CnAN WALL 5EE POS 30. / EXISTING CESSPOOL P> PHONE: 631 730-1262 2-0OF CAST IRON SEWER LINE EXTENDING THROUGH CONTROL PANEL DETAIL WTHOUT I FOUNDATION �� °' Sb" - 9 ° - TO BE PUMPED AND KEY NOTES: ( ) SCREWS SIZED To�r o 5e e dF of THE FOUNDATION. N.T.5. PW nR T y� PLAKC) 9,g °ry o REMOVED AGGORDIN6 NOTE:CONTRAGTOR TO PROVIDE FULL FAX: (631) 730-5476 �l a 4 $, ° + TO 5GDH5 STANDARDS UTILITY MARKour PRIOR To E-MAIL: rosebery@optonline.net �� \ 8.2 CON5TRUGTION ON 51TE �TL,4 �L •�° �y ��l ��J a OVERALL HOUSE AREA WEBSITE: / SITE PLAN FROM SURVEY BY WARD RESIDENCE RAILROAD TIE RETAINING DS 3 6, \Z 4 N0 P'+ 8.8' ` J/ 23 = 3,512 SQ.FT. BROOK5 JANUARY 21,2o1q wWW.roseberyarchitect.com NOTE: THE DE51ON ARGHITEGT 15 TO OBSERVE WALL UNDER SEPARATE k J + 9.3 CONDENSER PADS +(65) -PIZOP05ED ELEVATION 6RADE5 Project Name and Address FIRST FL. MAINTENANGE GOVER5 TO THE OWTS SYSTEM PRIOR TO BACKFILL AND SAFETY SCREEN DETAIL APPLICATION ,;'� m� \C � 9�1 EL. q.l +4.5 EXIST. GRADES ZENK RE 14.0 GRADE, PROVIDE AT SYSTEM START UP PIPE INV N.T5. 5'4 \ h S \ PHOT06RAPH LOGATIONS T 1 1, �R X \ 57 \ __ _�E� GRADE TO Q4 5EE DEG 517E PIAN S IDENCE LOCKING MECHANISM b•2 PIPE INV PROVIDE INFLITRATOR MEAN HIGH WATER LIQ \ 2 T ELEVATION SHOWN ,G NEW RESIDENCE BUILDING GLEAN OUT GRADE EL. •0 PIPE GAP AT PIPE B05 AS TO BE LANDWARD OF + F W Sok GRADE EL. GRADE EL. GRADE E GRADE EL. TERN BULKHEAD Ex1s . �� 0 �� \ ERT�tI NON UNDER DECK FOR SEE DETAIL q.5 q.D q•O 8 &.5 REQUIRED GRADE EL. THE RETUSRN AND PREFAB GOA "y T/ \ R NST FROST PROTECTION NOTE: THERE ARE NO SUPPLY WATER • 7.8 5EE PLAN WALL (so / + _ WELL5 WITHIN 150 FEET OF THE TOP OF PIPE ELb.4 GONG. STRUCTURE p o 8 PROVIDE 2 VENT FROM � � PROPOSED SANITARY SYSTEM HOUSE SANITARY VENT �, 4" PVC, PIPE BASE OF PIPE EL.5.01 PLANT MIX OF 5WITG �� �Q \ 7•+ 280 CEDAR POINT DRIVE, SYSTEM TO OWTS. BUILDING 4 PVG PIPE 2y5 MIN. SLOPE TOTAL LENGTH OF INFILTRATOR 5Y5TEM 6RA55 d BLAGK C-RA55 I 10 FEET NON TURF BUFFER GRAPHIC SCALE SOUTHOLD NY OUTLET 246 MIN, SLOPE 32 FEET® 296 5LOPE (36' TRENCH) TOP OF PIPE EL. 5.8 GROUPS EACH, 2' O.G. IN 5.7' T/BHD a' 20' o' 10' 20' 40' � o AS REQUIRED BY TOWN OF EL. b.q- INLET INLET P TO ENTER T O BASE OF PIPE EL 5.3 STAGGERED ROWS. b TOWN OF SOUTHOLD A HOUSE TRAP 15 NOT TO 10' MIN. EL 61 'INLET T HI6HE5T POINT OF PART OF A 10 FOOT ZO \ 5.2 �tK ° + N ET BE USED. FROM RING REMOVE UPPER LAYERS OF UNSUITABLE BASE OF TRENCH = 4.8 NON-FERTILIZED BUFFER N /O T/BHD o \ I 1 = 30'-0' SCTM. NO. 1000-90-2-14.1 BASEMENT RESIDENCE DISTRIBUTION INFILTRATOR ATL , MATERIAL AND EXCAVATE TO GLEAN SEE LANSGAPING SCHEDULE N� o , b NOTE: COVER MATERIAL SLAB = 5.1± TO I/A CHAMBER-SEE ADVANCED 6 12' rj Project sheet 8 MIN. DETAIL TREATMENT LEACHING SAND d BACKFILL WITH MEDIUM TO _ GROUNDWATER _ 30"w FOR THE FOOTPATH IS OWTS EXISTING BULKHEAD TO BE WOOD WALK TO CESSPOOL FIELD COARSE SAND EL. 1.8 LIMITED TO NATURAL 2018-45 BASE EL. NOTE: PROVIDE REGON5TRUGTED UNDER WOOD BARK GHI , STONE, NOTE: BAGKFILL ENDGAP LEVELING SEPARATE APPLICATION 9g Date (-5.33' BEL MATERIAL TO BE DEVICES FOR LEACHING FIELD 35' \ GRAVEL AND 5A INLET) COARSE SAND d DI5TRIBUTION TIDAL WETLANDS 2,224 SQ.FT DECEMBER 2018 SP-2 MUI BE TED SAND 3 THICKNESS GRAVEL GHAM13ER MUST BE LEVEL ACCORDING TO 0565 DATA (6.2 go OF OVERALL LOT) 4�O scale MAX. TOLERANCE OF 4" IN ANY DIREGTION OROU ) WELL R 15 E. 3 MILES WEST LITTLE PECONIC BAY Zp�F AS NOTED PROP. I/A OWTS 54-n52OF 51TE SITE PLAN 4.9 HYDROACTION AN-400 SERIES T/BHD Drawing SANITARY DETAILS & PROFILE SCALE: V=30'-011 SITE & PROPERTY AREA = 35,914 SQ.FT. HYDROAGTION I/A 5Y5TEM WITH LEAGHIN6 FIELD ZONED R-40 RESIDENCE NOT TO SCALE DEPARTMENT APPROVALSANITARY PLAN 50' MIN. iB•�" BUT SUFFICIENT TO KEEP MAX. C.to C. SEDIMENT ON SITE 6RAMILAR BACKFILL g HAY BAIL AND/OR SILT FENCING FOOTM6 TO 13E b'FROM LL 77 7 PROPERTY LINE LL a NOTE: r " WALL TO NOT EXCEED SSG aF ) J 4 .. 46 ;1 t, ::7�;i,,:•Ycry::'i.:.ls-:<'..,�:+ ` -i ' i� Y�:`,:c�:�`,`�n'}Mf•,,.,:�'f.y:?.+hf:±y,�_�i,{ry`'•�,y.•,�..^.�*"^,•`.4.i+:'L:'.�r�,:Y,• i FOR 10 FEET ?aY•.,J:•:.-2'!:-.0 .rZt,•1t�2:^.a..'a``:,_.+J..C..•.n.J.•T:' .>l:ra-c.:'y,b.;t_,....�.,. I" aE IJ STEM HORIZONTAL ., oQ REIFORCEMENT AT VopapBI �<II CENTER HALL HEIGHT STEM STEM REINF. TOE WIDTH HEEL WIDTH OVERALL OVERALL T?•-• ' WIDTH 4 REINF. 4 REINF. FOOTING WIDTH FOOTING DEPTH ~„',.•:ti< ``� O 'r4.^a;'t•'•Y, •,A�.'•F�C.'<i a.•'i4„•',�.p'lv: ..��:.+,4., O (SEE GHART .,.,.'Jy�,i,x>, 'c.e... 15 . #b O 18"O.G.HORIZ `'•. •�, r'' � •,. is . �' .C. E PERSPECTIVE VIEW �.� •ti `' r r' x. a' GENERAL NOTES Y: 5 O 48'0 VERT. 5 O 18"EYJ 5 O Ib' .YJ. � ;�• �. `�;.:*� r1; .�:r l7 STEM VERTICAL _ b O 0"O G.HORIZ 2'-0" 3' 1'-4' µt ASPHALT DRIVEWAY ,. 4 O" 10" 6,_4„ N Z :�;';�• REINFORCEMENT AT 25' #5 O 48"O.G.VERT. u5 O 18'EA #5® Ib"E.Nl. :r., ;s•.' � ,.,,.'t w', o Q DEPTH 5EE CHART #6® I8"o.G.HOR1z 2'-0" 1'-8• ' ' ' THIS DRAWING, PREPARED FOR THE GRANULAR FILL .+ 2'-O" 10' VERT.NOT REQb. #5 O 18'E W #5 O Ib"E W. 4'-8" I'-4' f 36" MINIMUM 2x2 CONSTRUCTION ENTRANCE-FOUNDATION OF COM ACTED SPECIFIC PROJECT INDICATED, IS AN RETAINING WALL NOTES: FENCE POST 3/4•STONE BLEND OR N.Y. STATE D.O.T. APPRD D R.C.A. INSTRUMENT OF SERVICE,AND THE IO FILL T018'(Nin.)ABOVE EXISTING GRADE FOR DRA NAGE. PROVIDE THORO5EAL OR I. WALL TO CONFORM WITH APPLICABLE STANDARDS OF NY5 BUILDIN6 CODE AND AGI 318 PROPERTY OF ROSEBERY ARCHITECTURAL TE2'-0 WATERPROOFING ON THE LLI 4'-8' I9EL WIDTH BACKSIDE OF THE 2 501L BEARING 15 BA5ED UPON GRANULAR SOILS WITH A 501L BEARING PRE55ME OF 2000 P5F WOVEN WIRE FENCE STUDIO AND JOHN D. ROSEBERY :A z I I RETAMI%KALL (6 x 6 - 10110 WWF) ARCHITECT PLLC. 3. ALL CONCRETE 15 TO BE 4000 P51 CONCRETE AS A MINIMUM.HORIZONTAL REINFORCEMENT IN _z PLAN VIEW ;•�' STEM WALL 15 TO FOLLOW THE UNBALANCED FILL REOUIREMENT5 FOR CONCRETE RETAINING WALLS FILTER CLOTH TOE REINFORCEMENT :. !;:'..•a, :" '" :' FOUND IN THE NY5 BUILDING CODE. c INFRINGEMENT OR ANY USE OF THIS (SEE CHART) <,'': '` ' - D 4. WEEP HOLES ARE TO BE PROVIDED AT 6'-0"OG.SEE SITE PLAN FOR LOCATIONS a PROJECT IS PROHIBITED.ANY ALTERATION, SCOPE OR REPRODUCTION OF THIS DOCUMENT IS 5.FOR STEM WALL HEIGHTS ABOVE THE VALUE INDICATED USE THE NEXT HI6HE5T WA;I_L/FOOTIN6 T 6• CONFIGURATION(FOR A 2'-b•WALL,USE THE 4 FEET CONFI&)RATION) ALSO PROHIBITED WITHOUT THE WRITTEN OVERALL FOOTING HIVW EMBED FILTER CLOTH RADE EXISTING GRADE CONSENT OF THE ARCHITECT. MIN. 6" INTO GROUND R 0 A D HEEL REINFORCEMENT Z (SEE CHART) .. CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4•STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. r SILT FENCING FILL TOW(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: (n� C��ATAl T'V.,_ _71 POURED CONCRETE RETAINING WALL DETAIL MAXIMUM 1 100 EARFE CROSS SECTION 'T' 1 NOT TO SCALE 112 ACRE / 100 LINEAR FEET SECTION DETAIL l+g J01 8 2023 " J TEMPORARY CONSTRUCTION ENTRANCE � _ ..- SILT FENCE DETAILS SCALE:NTS i1,itiL' SCALE:NTS NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden BACKFILL ^� POCKET FLOC ,� �� 8"THICK CRIBBAGE ANCHOR TIES , REINFORCED R CONCRETE TRAFFIC �C�� �pNIEL,go c'S% 4-0" BACKFILL BEARING SLAB O�� s�, POCKET E E 2" ASPHALT ROAD 4'-0" 4 VERTICAL E E SURFACE ON 4" 4-0" SLOPE E x COMPACTED RCA BLEND. 24" DIAMETER FACE TYPICAL CAST IRON INLET GRATE C rte, 8 FRAME >` ?4265 . ¢� N FO NEW 4'-0F " BEDDING DETAIL PRECAST CONCRETE CHIMNEY .T.S. 8+_0" MAX. FACE ANGLE FIRST STAKE TOWARD � ^% �'e II� ®®®®®® Architect registration expires 9-30-23. GRADE OF WALL � � _ PREVIOUSLY LAID BALE. %,C' �L ® ®®C3 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 BUILDING DEPT.COMMENTS 10/22 NOTES: ^ '' Vii`: • °®®®® 18"TRAFFIC BEARING FLOW DRAINAGE PIIPE.TYPICAL 1. ONLY 40 YEAR ACO TIES IN SOUND CONDITION, SIZE � �L- _ 15 BUILDING PERMIT SUB. 5/22 6"X6"x8". �,• ,:,� ��' ,. == '� IIIII °• �®® 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED 1 % - °®® = 8' DIAMETER x 2'DEEP WETLANDS PERMIT SPIKES AS PER FOLLOWING SCHEDULE: 1 0 EACH END OF 'r^-� �� �� ' � 0®® = PRECAST CONCRETE 14 3/22 -%' - VIII= APPROVAL,SUBMISSION HORIZONTAL FACE MEMBER. 1 ® EACH END OF HORIZONTAL ^ �, - °® _@ LEACHING RANG. TO SCDHS FOR PERMIT CRIBBAGE MEMBER. 1 ® EACH END OF ANCHOR TIES. ��' ^� ^� �`c - • + -IIIII 3. SPACE ANCHOR TIES ® 8'-0" O.C. ^��� ^-� �. = CLEAN SAND& (@ 13 NYSDEC REVISIONS 1/22 4. BATTER FACE OF WALLS 1" IN 12"• ^ r' BOUND HAY BALES - - GRAVEL FILL. 5. INITIAL BASE TIES TO REST IN VIRGIN SOIL. ^� PLACED ON CONTOUR �Akt_ 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND '�-�'�h WATER 12'-0" 8'-0" 2'-0" CLEAN 12 TRUSTEE REVISIONS 11/21 FREE FROM DEBRIS. ���,�. Min. Diameter Min. SAND 82 2 RE-BARS: STEEL PICKETS OR GRAVEL 11 TOWN N SOUTHOLD 9/21 FULLY CRIBBED TIMBER TIE 2"x 2"STAKES 1.5'to 2' IN GROUND. FILL. WETLANDS PERMIT APP. RETAINING WALL DRIVE STAKES FLUSH WITH TOP OF 10 DEC REVISIONS 6/8/21 Typical BALES. ical Section @ Leaching POOL MAY 28 COMMENTS ANCHORING DETAIL Scale: NTS 9 DEC REVISIONS 5/21 MARCH 21 LETTER STRAW BALE DIKE DETAILS 8 DHEEC A R 10-2020 H DEPT. SUB. SCALE:NTS 7 RELOCATE HOUSE 2-2020 6 HEALTH DEPT REV. 11/19 ®� �® 115"DIA.PIPE KNOGKOUr 5 CONSTRUCTION DOCS 9/19 + - No. Revision/Issue Date I I/2" 1211 5" I I/2' 2' S" 3/4' 8• A B R�SEBERY _ -� I/2" EXPANSION JOINT _ 3/4' 8" END VIEW - END WALL sN = ARCHITECTURAL - = b° CONCRETE APRON• �' Roy _ S T V DIO s'7YP- -s-e t/2' • ••.. I I- I I I I 11 = I I I I I 10'-7 '1/2a --� _ = r a:a _JL J 1029 SI PP AVENUE TOP VIEW NOTE: BOTTOM OF ALL LEAGHIN6 POOLS ARE : - . - -JL - JL___ MEDFORD, N.Y 11763 TO BE 1.5'MINIMUM ABOVE GROUNDWATER �-° -d m � " tt FRAME 4 6RATE_FLOGKHART NOTE: LEAGHIN6 6ALLEY5 5HALL BE PHONE: (631) 730-1262 NO.684-D OR APPROVED INSTALLED ON&RAVEL 4 STRUCTURAL FILL. 24" EQUAL FLUSH WITH GRAVE ze• A ELEVATION FAX: (631) 730-5476 PROVIDE STORM DRAIN DEFENDER UNIT NOTE: ALL LEACHING POOLS ARE TO BE SECTION A - A B UNDER GATGH BASIN INSB2T FOR DE�F215 PREGA5T,WITH PRECAST OPENINGS AND SHALL SECTION B - B E-MAIL: rosebery@optonline.net 4 NON-POINT SOURCE POLLUTANTS CONFORM TO VILLAGE OF WESTHAMPTON WEBSITE: EWROI,ET MODEL NO.DDREG-WPIL 10 BEACH STANDARDS SEDIMENT WITH OIL PILLOW B E LG IAN BLOCK CURB DETAIL (TYPE B) www.roseberyarchitect.com ALLOW 3•MIN.FOR AD,AISTMENT Y_e'- 10"DIA.PIPE KNOCKOUT NOTES: Project Name and Address 8"REINFORCED TRAFFIC EL.(SEE SITE PL (EACH 51DE)PROVIDE BEARING SLAB TO CARRY H-20 6"KNOCKOUT RECE55FO CONCRETE I.CONCRETE TO BEI 1/2:3 MIX 3" SLUMP WITH A66RE6ATE PASSING 3/4" SIEVE LOAD WITH AN OFFSET OPENIN& 6"MIN. _---r-OVER ZENK RESIDENCE of GovER Y-e' FOR BUILDING DRAINAGE �6 7/4• 2.TYPICAL BELGIAN BLOCK TO BE 5 x 8 XII WITH COMPRESSIVE STRENGTH OF r_• 4000 P51 MINIMUM. NEW RESIDENCE bl N -- 3. DROP CURB LAYOUT- SEE STANDARD SPEC. ' - r -18"DIA.HOLE 4. MORTAR MIX TO BE 1:2 ALL JOINTS 5.TO BE CONSTRUCTED WHEN ROAD 10 �� B ® , ® ® I Erol EFIILLATWITH O lER-51ZL/ GRADE EXCEEDS 65% } � F AROUND BA51N FOR FULL m }-® ® ® ® ® ® I PTH,SEE 51TE PLAN. ® ® 280 CEDAR POINT DRIVE, sla J I ® ® ® ® ED ( WRAP CATCH BASIN IN inl T- E3 ® E3 ® I EL.3. M N. FILTER FABRIC FOR / SOUTHOLD, NY IW BANK RUN F DIMENT CONTROLS J I TOWN OF SOUTHOLD STRUCTURAL FILL 12 � - -2_e•- SCTM. N0. 1000-90-2-14.1 TMP 7,� = GROUNDWATER EL. IS END VIEW - INTERMEDIATE WA L L Project Sheet SIDE VIEW �LE N5 HOLE,TYP. 2018-45 tom= LEACHING GALLEY DATA 1. CONCRETE 4,000 P51 o 28 DAYS Date INTERNALQUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENIN65 WEIGHT 2.REAR TO BE A5TM A-615 GRADE 60 WALL H6T. UNITS ON SITE AREA(51F) GF 6AL. TOTAL 51ZE ANGLE (Lb) 3.WELDED WIRE FABRIC A5TM A-185SP -3 1'-O"(A) 8 11.0 32 23912 3/4"X b• 14 DEB. 4,150 4.DESIGNED FOR AA5HTO H5-20 LOADING DECEMBER 2018 5.TOP SLAB AND WALL ARE MONOLITHIC 1'-6"(B) 15 25.5 4$ 359 20 3/4"X 6" 14 DE6. 4,730 Scale 2'-O"(G) 8 34.0 64 479 20 3/4'X 6' 14 DE6. 5,325 AS NOTED NOTEr SEE 51TE PLAN FOR DRAINAGE LOCATION 4 DEPTH Drawing LEACHING GALLEY/DRAINAGE DETAIL x.T.s. SITE DETAILS