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HomeMy WebLinkAbout1000-37.-4-8 OFFICE LOCATION: O�\Zf S�(/TyO MAILING ADDRESS: Town Hall Annex. '` l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn �r Southold, NY 11971 ® app Telephone: 631 765-1938 Fax: 631 765-3136 NTY,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2019 Re: LWRP Coastal Consistency Review for BARBARA PAGANO SCTM# 1000-37-4-8 Condon Engineering, PC on behalf of BARBARA PAGANO requests a Wetland Permit for the existing two-story dwelling with attached garage; and to construct a 25'x27' new attached garage; a 21.8'x8' front addition; a 12.3'x8.5' front addition; a 12.1'x6' rear addition; a 22.1'x4.3' rear addition; a 1.4'x20.1' rear addition; construct an 11'x16' and 12.1'x16' rear deck addition; and install gutters to leaders to drywells to contain roof runoff. Located: 2335 Cedar Lane, East Marion. SCTM# 1000-37-4-8 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 action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is considered meet Policy 6. 1. Require that a non-turf, vegetated buffer to minimize irrigated areas and fertilization near marine wetlands. 2. Require the installation of an I/A OWTS. 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: Damon Hagan, Assistant Town Attorney Towri of Southold REI h "',ED LWRP CONSISTENCY ASSESSMENT FORM 0 I, 0 4 019 Southold Town A. INSTRUCTIONS Planning Board 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-ii"ection C;the prepar€r-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 AND PROPOSED ACTION SCTM# 3-7 - `f - F PROJECT NAME pA The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. N Board of Trustees Ln 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: ?0 a Stf �w C LWQI. ;�, 049-6,r_ LL. S R&OF IG�✓Nd�F Location of action: Z32 7- C9/0A4- Z 4-r- CA S -.MQre ir,,y Site acreage: 0,WS Present land use: :P.,u f.&,---, A Present zoning classification: [ 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-o(applicant.— - (b) Mailing address: Z 33S- C-6QA2 LA.vC-, -,4 (c) Telephone number:Area Code( ) 91-7 36'9'--g y I V (d) Application number,if any: jU/A• 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? 1V V5AL-'-C 71 AL- LtA744,,J1Q5' 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 LWRP Section III-Policies; Page 2 for evaluation criteria. Oyes ❑ No [--] Not Applicable Lu&-A,ro..J. 241 &-1 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III=Policies Pages 3 through 6 for evaluation criteria U'/'Yes ❑ No ❑ Not Applicable t Lc P 02 L c>Llj��aC�� �- k'�=ScF�2<4' 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 i Yes ❑ No ❑ Not Applicable nm �G �C'�f` c.//_i� ,vo'T ,tJ�i3�� �,a,� `i 1rh,�ACL 1,✓1 S�A�9 LL v�CiTV ee- 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 iu s, n�G e],.✓ LSA —1141" CZ A;n;21d t— r-Qc14 1' .u4, D 696s/bey- Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑Not Applicable DL 4LvRu S I-V i cC L Of [729 6 �/l �tiyd� .��s �F s�1�1r� �/�'>u�v�4 1r fGc tyG�L',F 1 - QfMC .v 7¢ !'cxWi , ;w� CP�c"jnl 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. LJ ❑ ❑ (est) No Not Applicable t�I1 L_ 85E 6 uv vu-4'►�.2 G�..� r eco.0 G P�,sJ� �" �.- ��� rG'v,c4� ,�ti 7 wE2L .v� r u 2, 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-3-4-for evaluation ❑ Yes ❑ No� Not Applicable 'V 4evjTi VX r C ti1LL . ;QC— /U0 r�r AC t �.., ' o�-�t;� �sa?•�c� Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III-Policies; Pages 34 through 38 for evaluation criteria. ElYes ❑ No Ll Not Applicable J I �rJs ['i t.�ILt, }7v .y!� /�%EG� ✓� 7�,A►�l rT 'Td 226E 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 LVVRP Section III-Policies; Pages 38 through 46 for evaluation criteria. nn F] YeO No® Not Applicable e j- 8A ; ,u -e6-:1 nvF iiri/2,ac`T-tZ f��•-1-�"" row. �� �.b,,t a-�,��L�. 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 ❑ No ® Not Applicable I S �eT�L 1 �e AJr-� r s1,. F.i r rn l r= i DAe 1 ZZ2 !✓A 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 ❑ Not Applicable ��ti Fav - :. ,v� � ..�� �2.•u� ca.v� Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRPSection II— 62 through 65 for evaluation criteria. IPolicies; Pages ❑ 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 0 Not Applicable I AuZZ�. r_ � SrJ��G4r= -w L W.✓ � � b �4'' c f /Zi/•i� PREPARED BY 20//,L) C���.��,� �� TITLE E-'u /,,1 DATE �A O FIRM ZONE BOUNDARY± 0 LOT 130 S63'S2'30"W (MAP 14,8 001), I ACTUAL 138.62 N r J 0.6'E � 4'CFWNUNK \ 1 0.35 / \ 1n LOT 131 75 w p \\ ILATFICE x 1 1 1 I I W 270 scRFFTI r IP"', I PGgR � 2os1S8r.. 10 v1q..5 ae ❑ in \ G\\:\:: .:R.:: .::... _ . / / 12 / 1 I m8140' 635 PROPOSED EXISTING6REEN-PdRCIJ,-, CJ-I I / "'�4- - ADDITION / I ( I z CIO ►I UP#3 AND WALKWAY I :::;:: I I I I TO BE DEMOLISHED i \gym yy f•4::: r / m I �p�m ........ 42.6' ooZ i O ISI N x B ::.:.: / 1 / I oN xoo N O I Z I/.5 ::.��:::::2 W �o I ... •: .::DWEWNG{:•;;'.:i I / I 3 r,�o to oma I o LOT 132 i f ._::.: .....82335:::::::::4.3 I / rl J �Im \ I r �!.:•.�.:•.:::•:::.�.�::.�::•:.�:•.�:• SNC 3 .0' � ::.::::.:.::. : DECK v J D J I •••:: TO -/PROP ED i / o / -- 47.2' ---�- "� 1� �/' W00p DECK u\ 6... X. frE� 1 (11�fc16') Df/ S \\ EXISTING CONC STOOP`��\�. `vlti •-:=:::::::::::::::::.';':6�:OVERKG c S>aVE ALL m ' x TO BE DEMOLISHED y li TO 01R4cft G n 12 '-»''::•.N:(Y>1��� G' Yw 36• wo ( f A PROPOSED 4 ` O u \\ ADDITION w z \ P/0 LOT 133 ADDITION T � \ V \ � PROPOSED (DECK 12.1'x16:�EXiSTI�G STOOP &ISTAIR$ TO E DEMOLISHL 1 yJ►a J ( J 04 \� 12 1 I j 2f 0/LJ 0 6'N 4'CHAINLINK FENCE \ WObD RAIL I CE 0 I f// If /J �\ fes. P/0 LOT 133 N63'52'30"E 13,9.00' 1oa'S rNALL J / I �\ 10 \ LOT 134 PEk7a ,uo, 44.0 PaganoRe2335 sidenceCedar • Picture #1 Picture #2 Af yr�W M Tr _ �1 � 1C• �to�xl �r. ;+X y. •S,H 'l1ilY r� � L n Y �� Pagano Residence Legend N ,1 Q� 2335 Cedar • Q G. CL l� T\evY 0, J 3 • . a9\ .? . 233 Cedar Ln a g 4 Pine PI v, cam, 0�O Google Earth 201a Gf-)Oui�j 600 ft Environmental Resource Mapper Base Map:[Topographical Using this map c. Qo ft 2KE a t 1 Marioll, UG to lT u r M I'sland's ro C End Golf e OL Courdr!Clubi m SIL�T(w J •ry5tf �+�� Bay-VI I � MJ r 4� /N tc 1 61 Gyp 1'ij �1 C. eIyti OVO` s7 P, P ,P 4O �` ,O^ •�''eO P dd 1 Y 2 ♦ ` P P �� ,, •�`� a e+ e• d 4 ___ _ �� 1s � a •° .•P ��`d � �P''s� 4 .° P, f is ' b•e P '� ___ __ a s 6 ♦' •�' 41 ` `'♦ ' z> _ 'ems tat` ♦ ________ � eAmEw qt . 5 ,. • / oroEerr 6 211 I .1 d -,wft paw 2mgc1 111RaOR T d z >�„•. ,... �. ..� ------ v...... --a-- s..,r --•-- 'toncE COUNTY OF SUFFOLK © K O1 r � satfTmw SECTION NO ReaIProperty Tax Service Agency Y 037 ,noo .vanprwva",�r,a.mer P � PROPERTY MAP GENERAL NOTES POSTS-STEEL,T OR U SHAPE TYPE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND OR 2'HARDWOOD y5ti� SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF WMAX MO�H0P^RE1r.4.5GAUGE H r�°� HEALTH SERVICES AS REQUIRED. FILTER CLOTH-MIRAFI 14ON OR APPROVED EQUAL / 2. TOPOGRAPHIC SURVEY BY KENNETH M.WOYCHUK LAND SURVEYORS DATED JUNE 21 2019. VERTICAL DOWNSPOUT cl DATUM IS NAVD 88. (SEE ARCHITECTURAL PLANS) �i� SITE ° LOCATION 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE T = DOWNSPOUTADAPTER(ADS 0 COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 36'M!N FENCE POST F- v^�APPnvvcu cvUr'.L m BAYVIEW g (SEE CHART FOR PART NUMBER) 0 ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN I HE FIELD. Ir E LU r 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE -� z SPRING POND MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. UNDISTURBED GROUND � FLOW SILT FENCE NOTES: ­at A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND COMPACTED BACKFILL PROPOSED GRADE- OARDINERSaAY SANITARY STRUCTURES. 1. WOVEN WIRE FENCE(MIN.1412 GAUGE MAX.6•MESH SPACING) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE 'X6'TRENCH WITH FILTER CLOTH OVER FENCE. " �j���j���j�� EMBED FILTER z 450 BEND(MAX.) COMMENCING WORK. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6'MIN. i WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. INTO GROUND `O ® w WADS PIPE(LENGTH VARIES) LOCATION MAP 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 11=1009 COUNTY,STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SNAP CONNECTION z m RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE a 0 BURIED ON-SITE. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL "' 4506END(MAX.) REMOVED WHEN"BULGES'DEVELOP IN THE SILT FENCE. o3saaa PIP 3S zIZE 5 o• 3.25' 475• z 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING SECTION oasaAA a• 2.50. 3.25• 4.75• g TO HAVE MINIMUM 12"OF COVER. 6" PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS WOVEN WIRE FENCE(MIN.1412 0465AA 4• 3.25• 4.50• 5.0(' _+ 6•ROOF DRAIN LATERAL o DIRECTLY TO DRYWELLS. GAUGE MAX.6'MESH SPACING) oassAA a• 2.5s• 2.56' 4.63• WITH WYE LATERAL Z POSTS(TYP.) 36'MIN.FENCE POSTS. o AA 6• 3.62• 5.63• 6.43 10'MAX CENTER TO CENTER /-DRIVEN 16'MIN.INTO THE 0664AC' 6• 6 63' 6.43' " "•� r ^THE PROPOSED ^^ GROUND •Part 0664-Acis PVC NOTE: 6'ADS PIPE MAY BE DISTANCE VARIES 8. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONIAEC T ED DiREC I LY T v IHC I"ROPOSED ON-SITE USED WHEN A DOWNSPOUT Is (SEE GRADING AND DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL CONNECTED DIRECTLY TO DRAINAGE PLAN) ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF w DRAINAGE STRUCTURES. DOWNSPOUTS. J V Z_ O tc 'E E'. . '. �° ROOF DRAIN ADAPTER DETAIL 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE 10 NOT TO SCALE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND 6'PENETRATION INTO SEDIMENT CONTROL'. GROUND (SEE SECTION) ELEVATION DRAINAGE CALCULATIONS: / THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. STORAGE TO BE PROVIDED IN 6'0 PRECAST DRYWELLS SILT FENCE DETAIL PROVIDING 42.18 CFNF OF STORAGE. THE DESIGN IS BASED ON THE NOT TO SCALE FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, PERVIOUS DRIVEWAY 1.0 DRA"A"-HOUSE ROOF AREA STORAGE REQUIRED: BUILT UP BERM .�j���l ROOF AREA: 3,282 SFX 1.00 X 2"/12=547 CF ,(� 547 CF/42.18 CFNF= 12.9 VERTICAL FEET REQUIRED 10'MIN. NOTE: -- STORAGE PROVIDED: 1. A CONCRETE WASH PIT SHALL BE INSTALLED USE 4-8'0 X 4' DEEP DRYWELLS PROVIDING=16.0 VF>12.9 VF. ON THF PROPFRTY FOR FXCFSS OONCRFTF AND TO CLEAN CONCRETE EQUIPMENT AND p FIRM ZONE TOOLS. O BOUNDARY± DRA"B"-ASPHALT DRIVEWAY 6 STORAGE REQUIRED: 2. THE PIT SHOULD BE SURROUNDED WITH A 24' L17 DRIVEWAY AREA: 674 SF X 1.00 X 2/12= 112.3 CF HIGH SOIL BERM. d' LOT 130 b 3. THE PIT TO BE LINED WITH HAY BALES B-1 &B-2 Q J 112.3 CF/42.18 CF/VF=2.7 VERTICAL FEET REQUIRED PROPOSED 8'0 X 4' 4. PROVIDE A 24'X 24'WOOD SIGN LABELED DEEP DRYWELL oo STORAGE PROVIDED: 'CONCRETE WASHOUT PIT'. .11°i �s J HAY BALE �� (MAP 148.00)) w �a / USE 1 -8'0 X 3"DEEP DRYWELLS PROVIDING=3.0 VF>2.7 VF 5. THE PIT SHOULD BE EMPTIED WHEN 75% MOM �� S63 52 30 W ) ACTUAL ( 38.62 N`t' ((( CAPACITY IS REACHED AND AFTER THE EXCESS -- CONCRETE CURES. 0.6'S \ 4' CHAINLINK NCE 1 0.5'S / \ .6E 11 f (o TESTHOLE- 0 1 \\ (\ ❑ N O PLAN !75, O LO 131 1 11 I N f(( / J ((( / 10'MIN. HAY BALE \ LATTICE '` I 1 1 I 1 ( / ( TEST HOLE DATA W \ \ \ •27 SCREEN o: \ \ \ \ \ 275 SCREEN \ I I ( I I�� J J EL:15.0'+/- rBUILTUPBERM z� d ASPH���NC 30' \ \ ` \ •..\l! \� 14 I I I I L�/ / / BROWN SILTY 0.0 \ vi 2'MIN. 2'1 2� ?'1 EX.GRADE A-1 \ BR AY GRR G�Sep� 20.4± s.c / 59.5' 112 / I I SAND(SM) ❑ o \ \ \ \ \ % O ' 1 o I SILT FENCE AND PROPOSED 8'0 X 3'DEEP DRYWELL ` ` \ \ ` ` \ o:::GARAGE - i I 8 I m I SECTION \ \ \ \ \ `� ® 14 \ \ \ •'•'••••GF=13.8:; •. � 1 � I 6 HAY BALE LINE (SLOPE GRADE TOWARDS INLET) 35.0' \ •23.s� ` __�' 1 1 I I I PALE BROWN \ :.......•. •.•.•.•.•.•.•... PRO OSED J FINE TO �nnlrA� �n�n CI-I_nl I n I��n TAII :.143 ::::::::::' ADDITION 1 1 I n I / n b MEDIUM ISTING 51SIiEEI�F�Of�CT1'r- 1 I (%J%C) \LTL YY/'-xVI 1 VVT r,l \L!-\ DLT/--x L UP#3 �a ANU WALKWAY 4 I \�\ I 1 1 w I O n Do� NOT TO SCALE Z ��0 BE DEMOLISHED i i ,sy\\ 1•4 182•...: \\ I( ' / I /��� /F..� SAND(SP) f d Cl- SEE PRECAST STRUCTI-nE NOTES FOR t / 1 I o_ S n / ................... N -13.4'GW EL. 1.6 REINFORCING REQUIREMENTS. a O `''04 5 ;;Q pit; "'•.•.••.••.•• �` i /i i 3 m< I ci 2 STRY ERM.:::• b I WATER IN \ EX.SEWAGE r EFL=14.7'.'.'•'.'•'.' I o"r #2335 ::: 4.3 I / I ( �rh PALE BROWN INSTALL DUMMY RINGS AND/OR DOME AS DISPOSAL SYSTEM o \ LO7 132 i i �:: ; ;; ;:::;;; EXISTING , 3 .0' I J D " � J FINE TO NECESSARY TO BRING PROPOSED \ I IBAY ".. Tp DECK ROPO,SED 1 / o / MEDIUM \ STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND - _ EX.WATER SERV_ _tt_t ;• ••' ' • ;,. REMq(N^ / WOOD' DECK ! ((( ((( d SAND(SP) - SLOTTED COVER CAMBELL FOUNDRY CO. - - ' 13. :N' r?3 1 1'fix 16' / �1 MIN. BRICK PATTERN No.1383 OR MANHOLE 47.2 6'•'.....•. f I ( / j V 17.0' ` I / COURSES COVER PATTERN No.1012A-TYPE C ORAN ��' ?\\ EXISTING CONC. ST�O,O�`\�_\�� `vlc;a :6�; OVER C o� ONE WALL J ( TEST HOLE BORING BY McDONALD APPROVED EQUAL. ` TO BE DEMOLISHE6 c�, rZo ' TO AG o / •-- Y oo N......::::..:: REM C. J J ( GEOSCIENCE DATED 10124/06. CONCRETE COLLAR Z \ Ivy N..........., \ WO AS NECESSARY FINISHED GRADE ..� N \ ;::,• a U � o ((( ff( I� Q 12 Ai. n l 36, p PROPOSED "17•p. .. �K; (0 \ ADDITION _-/ i 24' F�1 PROPOSE L cn cV `\ P/G L T 333 ADDITIONI' \ ) SEE PRECAST STRUCTURE " z / 1 I o --�/ / NOTES FOR REINFORCING PLAN VIEW W PROPOSE I w ((( REQUIREMENTS POR; ,. u� DECK 12.1' 16'. ETI I E DEMOLII �DSTAIR s� SEP 9 2019 1Sf8 m __ Y S .UID.:::,• O I 1 m �► - -... _.� LEACHING BASIN NOTES: 2,3 OR 4 FOOT SECTIONS �" B-3 8r B-4 \ N I I 8 AS NECESSARY r ' 0 ( 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED �••� • '••.,.•'-� '� Z PROPOSED 8'0 X 4 \ I � ----•-----•••--" rnr.rnr r"n�nn��rnnrer"nnnCvrn WRAPWITH607 (MIN)NOMNOVEN ••'''" '' ` ''�>: o \ I 12 1 1 1 uv ACCE I ABLE LEACH11 G 0'01 no A r R vw tij'.(UL�A}�.- 0 DEEP DfffWELL t j BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(FILTER FABRIC)AND AT `�w �� OCL 4' CHAINLINK FENCE \ TOP OF COLLAR BY MIRAFI OR AN z" o.6'Njob, f(/ MATERIAL IS ENCOUNTERED,EXCAVATION IS TO w \ J D RAIL FSE CE 0.9 BBE ACKOFILTLED AS DETAILED.LE MATERIAL AND APPROVED EQUAL. PRECAST WAGE L NGS _ \ MON. P/0 LOT 133 N63"52'30"E 1321.00' lo.a s WALL, SHEET PILING AS REQUIRED •. Q=� \ J 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL _j�z \ / / BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL 3 FEET AROUND o \ ,10 fff ff( =•- I J ) REVISIONS I FarulnlG PINrc WITI-I CI IITAC31 F Pf1PQI IC � ��.:.4`1vlIN.:' TO[tlE PrcVIEVICD AS DIRECTED BY THE •"• ••� V �j rJ ; ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. II :. r= 1 x... D_w I LOT 134 - . . ° OTHER APPROVED METHODS. 12'MIN. Lt- LL x 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE ' PROVIDED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX. °': '' .• I- SITE PLAN Plans are prepared by Condon Engineering,PC. It is a violation of the New York State Education SCALE:1'=29 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE ' Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing o\ ' SHEETING AND SHORING DURING TRENCHING TO the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or N '- INSURE THE SAFETY OF WORKMEN AND THE Land Surveyor shall affix to the item histher seal and the notation'Altered by'followed by hismer S��PRfl, GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 6 INTO "' ' "- signature and the date of such alterations,and a specific description of the alteration. --' FALLING AND SLIDING MATERIAL IN VIRGIN STRATA OF SAND AND S.C.T.M.: DIST. 1000 SEC.37 BLK.4 LOT.8 CONFORMANCE WITH THE REQUIREMENTS OF THE GRAVEL OR TO BOTTOM OF DRYWELL TITLE 29 CODE OF FEDERAL REGULATIONS,PART ELEVATION VIEW - _ 1926,SAFETY AND HEALIH H REGULA I IONS FOR ;"�uICuEVER!S DEEPER - 1926, OSHA. Scale:AS SHOWN h'AG/�IVU KtSiUti�t;E ( ) -onaon tngineering, P.C. � 5. BACKFILL AND COMPACTION SHALL BE IN 6" DRYWELL DETAIL y 1755 Sigsbee Road 42335 CEDAR LANE LIFTS. ALL BACKFILL MATERIAL TO BE Drawnb :JJC EAST MARION, NY OF COMPACTED BY JETTING OR OTHER APPROVED Mattituck, New York 11952 MEANS. Date:9/9/2019 (631)298-1986(631)298-2651 fax www.condonengineering.com U KAI NAVE FLAN 12.2 JJ , 47 I � N E3 Pr Lf- F-, ..w 1 �� ��� N � ..f;:y. V���JCS.,/..]V/•J !.�L..�' � ! ; _ } Y �� ,Y 1.Fir`En�L it 1 4 r +iIV, \ ' L ell , � 1 '�f{( '' 2 0'-2 '� �� I i► r �I'. _ ._ _...� __ t�(-:'6.t lel� , i,.L, lsJ fed p f I .: --�WEW -V4 ' ' F . M-W••1{'-- 'SSG 5, 1 �P ,w• -:..a.��`........r.•..N�'.'w'_.....r+- I.....t._ _...i. .._..... "'._c.'..R ._., _..as ._....,__ w ._.,___-" / ` � � ;�wW. 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