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HomeMy WebLinkAbout1000-122.-4-26.1 OFFICE LOCATION: ��®� S®U�/S°® MAILING ADDRESS: Town Hall Annex V® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® @ Telephone: 631 765-1938 c®UNTi 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: April 5, 2022 Re: LWRP Coastal Consistency Review for KIERAN COLLINGS SCTM# 1000-122-4-26.1 East End Pool King on behalf of KIERAN COLLINGS requests a Wetland Permit to install a proposed 16'x32' vinyl swimming pool with approximately 1,300sq.ft. at grade patio; install pool enclosure fencing; install a drywell for pool waste water; and install a pool equipment area. Located: 3960 Ole Jule Lane, Mattituck. SCTM# 1000-122-4-26.1 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 proposed action is CONSISTENT with the Policy Standards and therefore is 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: Damon Hagan, Assistant Town Attorney Town of Southold 7APR �E VE® • L'WRP CONSISTENCY ASSESSMENT FORM � � 2022 thold Town A. INSTRUCTIONS ning 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 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 sigYufic�nt 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# QQ)Q� - ` Q PROJECT NAME_ \�`� � 1` � `k- The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 9L 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: r�' Q Location of action: Site acreage: Present land use: ' K-eb c,4 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: Ouo - (a) Name of applicant ��ercAS1 CAV (b)i4ailingaddress: 21(QO Wld-- Lei. � -k-a� -17VIi--ac-tacl-k— (c) Telephone number: Area Code( �) q/ } —. 9 2� (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ��o❑ If yes,which state or federal agency? 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. ❑Yes F-1 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 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 6.1 1-1 Yes ❑ No _Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWT Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach.additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section IIS —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No VJNot 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. 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 ❑ NoP—Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. Seq LVVRP 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. ❑ Ye❑ No`�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 ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peeonie Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 4 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 ❑ NoJM 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_, �uvMQ- TITLE ,k DATE S.C.T.M. N0, DISTRICT: 1000 SECTION: 122 BLOCK: 4 LOT(S):26.1 KRAUSE RD. a� TOWN OF SOUTHOLD LOT COVERAGE UPLAND AREA: 23,442 S.F. Jp, 0�6 X06 (LANDWARD OF TIDAL WETLANDS BOUNDARY) EXISITNG DWELLING: 2072 S.F. EXIST.SHED: 102 S.F. �' + �• EXIST. COVERED BBQ: 62 S.F. `�0�-��° LAND N/F TOTAL: 2236 S.F �,.• e� . • �„ OF PROP. SWIMMING POOL: 512 S.F. STANLEY CHASE REMOVE COVERED BBQ: –62 S.F. 9 �00� •� ` PROPOSED TOTAL: 2686 S.F. or 11.55. •y:..;i;;. q .......•......'•};'•'•S;'•'•;}. F ENERA70R TRELLIS OVER �Q ..............:.. a+' ..`.. BRICK WALK MON. ? �1�G� �!°:t"s ':•"i'�•%;i>".`. O k:.:.:.. B. jc; 40.00 5 1\� O, :::::1:r:r::r.;;:,C� doe::;;;;:•:;:•:;::•z•;s: :.... •T:;;s•: k. 17• ;:i , ��` . .''e�" to :.:. o d o.::•':•'': .`:... `::•::.. 0 e .:3:1111::41::::?i::.....;i:';; i ir:. .,. +i...... LANDN F ::::•::::::...... e. 05• r OF / �' 1.1' CANTILEVER `:;:? .'.......:;.... :. 0P 8.5 JOANNE BLUM coo PROPOSED w� 6 B x r, P `C� FLOOD ZONE BOUNDARY LINE POOL WA57EER JAN SCHAEDEL DRY ,. %- PETER SCHAEDEL x P�A' OWN; ownWILLIAM SCHAEDEL ,l=G TO BEP '''''S WMM NQ&PAID Q i i TO BE REI Y0 54PPRO OOLEQP. �� // ,// x 7.7DOW � 1`1 SANITARY SIM OT 8.0 SANITARY LOCATION 7.5 pp •OO+ POINT'A' POINr'B' x A o LP6 �;/���� 0/ / 0.2 TIDAL WETLANDS BOUNDARY TANK 23' 63' p p x �� 83 AS FLAGGED BY EN-CONSULTANTS PZ LP5 T.6 7 / Ny 8HF;D MARCH 3, 2016 LPJ1 31' 82' LP3 x / 0 0.5W p �S• 'il LP#2 38' 90' / ZONE X LP3 39' 87' J� 0.2%ANNUAL CHAN FL06D x6+_ g / LP#4 34' 80' x x7 �0.7'E LP15 41 \\�7\ . /� 18"CEDAR � 6+�• ' 79' 8 `� 10 18"CEDAR /1 LP16 35' 72' PROPOSED �� Too �✓ / REMAINS OF PERIMETER �\\ 7.3 x / ZONE AE EL 6 WOOD WALK POOL FENCE / PROPOSED F —� ZONE AE EL 6 \ / PERIMETER O X18"CED I P OL FENCE COQ FLAGPOLE 18"CEDAR MHW 2,7 �o r r, p� °��o ELEV. 8.0 OL TOP SOIL 0.4' I lo— BROWN BROWN I ^� SM � LOAMY SAND 13' i PALE �p ` BROWN �/ ��� D E C E I S E SP MEDIUM TO N COARSE 4.3' PIALONGFENCE FEBND WATER EL 2.0 WALL MHW 2.7 t7 /l r r 4 2022 PALE r SP BROWN �i �� SOUftldToWU MEDIUM 6.0' TO Board of Trustees COARSE SAND IN WATER 03-29-16 K. WOYCHUK LS g`�—' �---' REVISED 01-04-22 FEMA MAP PANEL 36103CO482 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPLAND AREA: 22,250 SQ.FT. or 0.51 ACRES f AND OR DATA OBTAINED FROM OTHERS. AREA: 28,081.21 SQ.FT. or 0.64 ACRES ELEVA77ON DATUM: NGVD_1929__________��_ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLAT70N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEYOR DESCRIBED PROPERTY CERTIFIED TO: KIERAN COLLINGS; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILEPHONE (631)298-1588 FAX (631) 298-1588 # 16-34 SCALE: 1"=30' DATE: MARCH 7, 2016 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk .--•,T• -'!"' -"-•.rT '�F3r Te`F•" '7! '�'a_iTi'<' ]I �-„"1 . I'.)i.. �'a/_I' 1xrl W 5W %Mr `qrN,F_ !? .! ! '. •.' !", .�Pr. _„ -!n.,zs• :=,a.��^ •'�9!: :mac' ^-+1e- _ .a .. . . ._., r.-s - _ - - t� 'V� - $o' _ _ - •;mss: MONS i RUC T 900 DETA9L SHEET- HUNG L�GAR CCs~ L POOL ad7vlala�eo4 Ilticui ll�J�(�e CONf3�EE1.-c�J'11 EEL dlnn[syWoms,Inc: 250 Rouge Ertl South, Schuy9k75H Haven, PQ 179712 ® 570=385-4733 lasso 570-385-1318 CustomevSeovice@ChardopeRS�ster sinc -COM.- CORNER BRACKET THE CONSTRUCTION METHODS ILLUSTRATED APPLY Qp�F� 3/8" x 1" BOLT WITH ONLY TO NORMAL GROUND CONDITIONS- IF UNUSUAL NUT & 2 WASHERS —— SOIL CONDITIONS ARE ENCOUNTERED (I.E. HIGH (TYP. 14 EA- CORNER) r ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE ———— CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES �EL r OF THE PANEL ANY ADDITIONAL PRECAUTIONS OR P METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY BIG VEE OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE 3/8" x 1" BOLT WITH I I BIG INSERT OPTIONAL.) NUT & 2 WASHERS I i (9 PER JOINT REQ'D.) 1 RADIUS CORNER POOL DECK INSTALLATION COPING VARIES BY DECK TYPE I.E. CONCRETE DE PAVERS WALL - STEEL 14 Ga. TYPICAL CORNER DETAIL W/2oz. (G235)GALVANIZING (RECTANGULAR POOLS) " 00 Lj 3/8" x 2 1/2" BOLT W/NUT 1`— p Y�? U MIN. 6" THICK CONCRETE COLLAR I LL W CURVED CORNER REQ'D. AT BASE OF WALL PANELS "f.•::::~ _ 8 SCK COPING DRIVE RODS THROUGH---_ REINF_ ROD SUPPORT HOLES IN PANELS Y INTO UNDISTURBED EARTH. BRACE TIE SUPPORT MAY BE — — — — POST BOLTED TO THE ANGLE 2" SAND OR VERM. CONC. IN ANY OF THE PRE—PUNCHED HOLES. LTYPICAL WALL BRACE ASSEMBCORNER 3/8" x 2" BENT•BOLT UNDISTRUSED W/NUT & 2 WASHERS r EARTH (7 PER JOINT) BACKFILL TO BE SAND, GRAVEL TYPICAL CORNER DETAIL OR OTHER NON—EXPANSIVE MATERIAL CONCRETE DECK REQ'D_ (GRECIAN POOLS) TYP. LINER 'INSTALLATION DET. WITH THIS TYPE OF INSTALLATION RIM—LOK COPING PLANNING NOTES: a r X12-14 x 1" SELF DRILLING FXiRURED ALUMINUM- SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE'. FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE FASTENER (18" O-C.) SURROUNDING GRADE L PROVIDE SWALE AROUND UPHILL SIDE OF DRAIN, VINYL LINER SURFACE WATER AWAY FROM POOL. CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT (HUNG) AWAY FROM POOL PLOT,PLAN FURNISHED BY OWNER TO SHOW POOL LOCATION AND ENCLOSURE. r I ELECTRICAL, PLUMBING AND FENCING TO CONFORM TO Drawn By: SHAWi*9 POOL WALL PANEL ALL CODES. 7 RIM—LO K COPING DETAIL OPTIONS EXTRA IF REQ'D. BY SITE CONDITIONS OR scmc q:NONE �� " WHEN SPECIFIED BY OWNER. AT LEAST ONE MEANS OF EGRESS SHALL BE PIR 1: • OPTIONAL STAIRS OR LADDER' ({oc'1IfQjI9�98II.�Fj�. WafliNCo'�61�..�If30Tf0 '�x'i}1� � ti:llA 1�I� �I "� :�!'. .�' .� ?�1P '' �' ,� ,�,; .,p� ,+q�' c+e� ^�r• :�r-., j . Name. CONS RUI C 909 #�E"�°'l�flL SHEFFT-- HUNG U INCA ti ' STEEL POOL ra �J ^ a alvlalon oa ��ll ttT��Efe C(DM$T®E7mSTEEL .. �dlnn[Stil�cmc,lnc: •• •• - - 250 Route 61 south, Scf uylikifl Haden, PA 17972 570-385-4733 © fax:570-385-131 a *, �ADIUS ER BRACKET • THE CONSTRUCTION METHODS ILLUSTRATED APPLY Qp�F� 3/8" x 1" BOLT WITHONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL NUT & 2 WASHERS SOIL CONDITIONS ARE ENCOUNTERED (I.E. HIGH (TYP. 14 EA. CORNER) ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES OF THE PANEL ANY ADDITIONAL PRECAUTIONS OR METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE BIG VEE3/8" x 1" BOLT WITH 6" RAD- INSERT OPTIONAL)NUT & 2 WASHERS(9 PER JOINT REQ'D.) CORNER POOL DECK INSTALLATION COPING VARIES BY DECK TYPE I.E. CONCRETE DECK,PAVERS WALL — STEEL 14 GA. TYPICAL CORNER DETAIL .v W/2oz. (G235)GALVANIZING (RECTANGULAR P0000 LLI LS} 3/8" x 2 1/2" BOLT W/NUT O a: � � MIN. 6" THICK CONCRETE COLLAR _I LL_ ' '•��:•' w CURVED CORNER REQ'D. AT BASE OF WALL PANELS ",:•::: 8 COPING DRIVE RODS THROUGH REINF_ ROD SUPPORT HOLES IN PANELS INTO UNDISTURBED EARTH. BRACE TIE SUPPORT MAY BE _ __ 2" SAND OR VERM. CONC. . G3 POST BOLTED TO THE ANGLE - IN ANY OF THE PRE- PUNCHED HOLES. -YPICAL►. WALL BRACE ASSEMBLY CORNER BRACKET3/8" x 2" BENT'BOLT UNDISEARTH RUBED W/NUT & 2 WASHERS EARTH °• ° 7-PER JOINT) - =- ( BACKFILL TO BE SAND, GRAVEL OR OTHER NON=EXPANSIVE MATERIAL TYPICAL CORNER DETAIL CONCFZETE DECK REQ'D_ (GRECIAN POOLS) TYP. LINER INSTALLATION DET. WITH THIS, TYPE OF INSTALLATION - RIM-.LOK COPING PLANNING NOTES: X12-14 x 1" SELF DRILLING EXTRUDED ALUMINUM- SET WIDTH OF POOL AT RIGHT ANGLES 09 SLOPE". FINISHED.ELEVATION OF DECK TO BE 1'00" ABOVE FASTENER (18" O-C.) SURROUNDING GRADE PROVIDE SWALE AROUND UPHILL SIDE OF DRAIN. SURFACE WATER AWAY FROM POOL. VINYL LINER (HUNG) CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT AWAY FROM POOL � PLOT.PLAN FURNISHED BY OWNER TO SHOW POOL ®BQe. M L4Jl . LOCATION AND ENCLOSURE. ®bale; _ SkAWi PLUMBING AND FENCING TO CONFORM TO ��POOL WALL PANEL ALL CODES.RIM—LOK COPING DETAILOPTIONS EXTRA IF REQ'D. BY SITE CONDITIONS OR as ab:NONE Jim- ELECTRICAL, �'pWHEN SPECIFIED BY OWNER. t`:�4° per ». AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED- OPTIONAL"STAfRS OR LADDER Qx818'd9n-alsystefti(sinc.com • ... ..,m•n, .•r.' - }'"tf.Y eM1��G.h^j:i�•:+... 4 �4 t: ;f^ _ _.�.__.. � ..i. , "�: 1'�. .. r'"'�fr� `S.c:,,I'rx=�' `;'.;�c–.k.z.+Da,�. ')>� - ,y. ,1;�.'+'m. ,;29^• ,, . . �. .., ,.. _.. ....... _.... .... . . - TURNBUCKLE l!!JRl --I�Drt�.���(5 CKLE `(f�y��S..EM p�_/(J- �S'% M LI V.1t�Ot117�-YJe - O LYI ASSEMBLY a dlv¢slan®¢ - . c utLnel S9ste—,Inc - 0 6�®a�ge� f�'9 Saut , Schuy9k!19 Haven PA`Q 7972 © 570-385-4733 © $axe 57 � C�a���® 6' UNDISTURBED EARTH. 4" THK. CONCRETE DECK, SLOPE 1/4" PER ALUMINUM COPING FT. AWAY FROM POOL- SHORT DECK BRACE ANGLE 0 2^ x 2" x 31 1/2" 14 GA. GALVANIZED / 14 GA- GALVANIZED ANGLE STEEL WALL PANEL CS700DS LONG DECK BRACE ANGLE 1 GA - GALVANIZED EDX1/8" 8, ANGLE 14 3/8"o A307 MB_ / CS700DL (1) BOLT IN ALL HOLES OF P00)INSIAS A MIDE N NEXT MUM TO o / CARDINAL CRIMP TURNBUCKLE ANGLE 7' o / 114GA. GALVANIZED NIZED3CHANNEL 7/4 0 o c � o USE 2nd SET OF HOLES oDRIVE STAKE \\//\ • TO ATTACH PLASTIC COMPONENTS \� (STEPS, SWIM OUT, ETC_) 0 1 114 GA.GA. x 1 1/2" x GAGALVANIZEDANGNG LE CS608DS 0 00 2" BOTTOM MATERIAL • F\\ \/ 6" CONTINUOUS „ CONCRETE COLLAR BEARING PLATE SHORT ANGLE 7 1/2" x 4 1/2" x 12" 1 1/2".x .1 1/2" x 24" 14 GA.',GAI-V.• ANGLE 2"x 8"x 16" PATIO BLOCK 14 GA:'GALVANIZED ANGLE CS607BP. 'AT EACH PANEL JOINT CS6065A AND CORNER FOR LEVELING, AT NOTE: BACKFILL.TO BE SAND, GRAVEL CONTRACTOR'S OPTION OR OTHER NON—EXPANSIVE MATERIAL Dralun By: JAMIE S Notes: Oat rh¢w pll++nilu¢117t!Inthr.con¢kldtttlitI proFunv off Cnuillnol^syntcma,Inc.Pircloaeero nr dtlpllcn4lon withnu¢Rrop so wrllton opprovnl Ir,r,.ldcliy prohlbltod. a' �€nr6 >�� a^&sq�1r� ara�,a:a�a�ri I!w,yplrgtcit rOl1 lhtn pl Ilflo.lfra.'ufnlf.^n`t alt 6i�1 Y1u lfi lA'1 ILZ ISTV�pIi 11f1p Y41t C"�LUQGUI9 Q D¢C�Itl"i,JCI�D �¢Info+,,hall Itq[It 4/thNY.Cr rl�1 wi(JrJwto d pA- F•rm:_^an.� ,,,� .&•7 -rk..r^ y ;^i: •'D:.• a. ,`.4 - n�.;,,..�F"r.,d,`• es5)s;,h.{';.. f. ;C:�ftt8; ;;`tt" •$." ,.. .. .. .., ._. Xr':' r.. al?r',_.p..•,..,�r.,,,'4w fifi�`c.•xD'ay. '�i:�,....•'�`_!d",C . .. .4.`.• - ... .. .. v -FURNBUCKLE ASSEMBLY arllllDs[an©� Nu jmbei1: TBASSEMBL11 Caa'cunal Systemns,Ono. �a p� ��,,,,,,{{�� 250 k®a�tc� 61 8®a�gf�g c�7C(�ah�0fN0�0 I1lfi�lM�o�ilg PA 17972 570.36s-4733 ® ff��cp 570-385-1313 © �a���®Q➢�(�ff��€X06(�����IQ'C��09�@�����r��fl�a�o�®ate UNDISTURBED EARTH. 4" THK_ CONCRETE DECK, SLOPE 1/4" PER ALUMINUM COPING FT. AWAY FROM POOL. a SHORT DECK BRACE ANGLE 2° x 2" x '31 1/2" 14 GA. GALVANIZED 14 GA_ GALVANIZED ANGLE STEEL WALL PANEL \ \\� CS7O0DS LONG DECK BRACE ANGLE 1 1/2" x 1 1/2" x 55 1/8" 3/8"0 A3O7 MB_ CS7OODL o \ // GALVANIZED ANGLE (1) BOLT IN ALL HOLES OF POO)INSIAS ADE DMIN NEXT MUM TO o /// CARDINAL CRIMP TURNBUCKLE ANGLE 3/4" x 1 1/4-" x 3/4" x 25 1/4:' 7' o 0 0 0 0 0 11 GA. GALVANIZED CHANNEL o USE 2nd SEf OF HOLES o DRIVE STAKE TO ATTACH PLASTIC COMPONENTS \ / 1 1/2" x 1 1/2" x 18" (STEPS, SWIM OUT, ETC.) / 14 GA. GALVANIZED ANGLE o CS6O8DS 0 • o u o. ao' 2" BOTTOM MATERIAL ;—CONTINUOUS - - -' CONCRETE COLLAR BEARING PLATE SHORT ANGLE 7 1/2 x 4 1/2" x 12" 1 1/2". x .1 1/2" x 24" 14 GA..GALV_ ANGLE 2"x 8"x 16" PATIO BLOCK 1.4 GA- GALVANIZED ANGLE CS6O7FI+ AT EACH PANEL JOINT CS6O6SA AND CORNER FOR LEVELING, AT NOTE: BACKFILL.TO BE SAND, GRAVEL CONTRACTOR'S OPTION OR OTHER NON—EXPANSIVE MATERIAL - - n ➢ w'e ball&:31W'= Notes: - - •7 - �•10.1 M� �6 • D - . __ r r�t,dn,r.+Rnnl!r,.:i•; , • ).aIl / jnridl)(iCS1�F"nGpEn% rr ur ( '�ppryovnnlrrlDrU4rylr➢Cy9>1:y!r)pmro+,0ln1b7Qn 3yctcmr.,Inc. ^cloauro qr dupllcn9➢onwtoou9 propos written b —ly FIn��cownrSMp0>clil lntrni?+Unl! 9hrcgn9ic➢en➢Inl UnCOlry`(jeD(`9')U9Ulngiq➢I1n9)Rgidti0unnpllrnowIr nr,ccr we uav➢u 11191 mw- pull>foun!I nri �i➢AbVn1 BFtIEn�J('��a���j9➢T'f�!BM1.`ii�rIDIr Carcllnnl Slyc qmh. 16' X 32'.RECTANGLE 6" RADOUS CA Name-. sdlvlsl©n®f Number'. 1632RECT - carolnel systems,Ino. ° 250 9dute 61 South,Schuylkill Hleven;PA-17972 570°385°4733 flex:57@°366°1313o oustomerServiee@CardinslSystetnsinc.cOm 16'' ° 4 81 4 6' A 2'-61' 6° 1�SE "A" FRAME. BRACE ATI z .PANEL JOINTS AS SHOWN - - - - -� J W ° 8' 8' 32' U 8' Uj w CL / - - - -- - � — 32 0 s SAFETYJ I 0 8 ROPE 8' Q > I I I I 3°-4" L - - - - - - - - -- - - - - - PANELS TO BE REMOVED a WHEN USING STEP OPTION 5 r4 4 NON—DIVING POOL PLASTIC STEP OPTION#2 STEEL STEP OPTION#1 4° 8° g' 4.' 5 1/4 4' 4' 16' STEEL STEP SPSX3160XXXXXX 8' PLASTIC STEP beck Area'..124-0,80-FT- K)eck Area 448.0 So.FT. Perimeter 96'-0" Gallons: 19,200 ®ate: X11��9 512.0 SQ- C�rdlnalSystemsine.com '90810- 1/8"'M T' .' .. . Shoot: OF 2 r®val Is strlc4ly prohibited. or lc tion This intormatlon Is the confidential property of Cardinal Systems,Ina.®Iscl a us on CsleYdinei Syed co ,no's�veb$l�a4r or written a 'cardinalSysterrisinc.cosvi This ptanceInform and use of thin drawing ceroperstitutes f card��e and �r�gof and 15found he user of the terms and eenditlono set forth In the notice and warning which Arcafnoonied thlsrdrawing is Incorporated herein '.RECTANGLE 6" RAMUS adiv{slen®f tl�lM. 1632RECT Car�dlnal systems,Ino. 250 Route 51 South,Schuylkill Haven,-PA 17972 570-383-4733o faic:570=355=13130 0u6toMer8eryice@Cardinaigystemsinexora 16' 6' 4' 8 4 l 2._6° 81 — � 2'4 ----11 USE "A" FRAME.BRACE AT I Ld PANEL JOINTS AS SHOWN I _ Ld ° z 8' - / g' 32' U w / \ 32 � • - - - -- - � — 0 8' ROPE SAFETY-/ 1' 8 — , > • I 8 I � 3'-4" L- --- - - - - - - - - - - - PANELS TO BE REMOVED WHEN USING STEP OPTION a o tq NON—DIVING POOL PLASTIC STEP OPTION#2 STEEL STEP OPTION#1 4' 4' 81 8 " 5 1/4" 5 1/4 4' 4' 16' STEEL STEP SPSX3160XXXXXX 8' PLASTIC STEP �a AY@g 44s.0 go. FT. Dock Area.' 24.0.8-0.FT. : Gallons; Perimeter: Gallons; 198200 _ py�) d 2.0 y�SM � 6-all fie -i 1 . -- CardlnalSystemstnc.c®►v+ aa'Scale. o Meet: I OF 2 OP duPllCatlOn wlth®Ur hlktited. rdin8l S steins,lnc's dre�si4d at v+nvw.CardinalSjrsteavisinc.cora es5stitutas Itnowledge and acc®Ptance fey the user®f C 4er►s9s d conditions set f0Kh In the notice and warning which This inf®rniatlan is the c®rifiden4la cPr®party®f Cavdlnai Systems,Ino.®IsC19sUP0 t PP®PeP writt®n aPPPOVat IS sYP 6 y P Aecegataneg and usa of thl�drawing art hereof and 15 fund®n Acrarnnanied this,drawin�is IncoP;ocrated ttereln and made P . sl: Y J# 1 • 1 � .,.r,t'.; '.' � �. .1 '/! ;.i ^?�`X'r.l�:. •.•�- ``.7" ,-'tom - � �`',�' J?moi. t ,', � � t''ll,t`�' jd4;���1� J[ •fi 'r� t �; I, ' .� ��r; i�y' {t J�«t v� t �� ' .st i ` -/•Ay.SL� '�f�t1 -� 1' 4 :.�.•,`t, ~�t'n�.i?i'` '�t ` �. � .. 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