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Home My WebLink About48988-Z tt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48988 Date: 3/6/2023 Permission is hereby granted to: Janusas Andrew ..ww__.�.................... _._ ........_................................_�._mmmmmmmmmmm___.w.w .w._._._ . .____________�,. 3........... .. .. .. ___..................................................... �. _ __w__w w_.._........._._............., Sea Cliff, NY 11579 To: construct accessory in-ground swimming pool as applied for. At premises located at: 1000 Summit Dr, Mattituck SCTM # 473889.......w_______._.._._._._........................................_........ ..._......._mmmmmm........ _ ....-------._._____� Sec/Block/Lot# 106.-2-3 Pursuant to application dated ww2/6/2023 and approved by the Building Inspector. To expire on 9/4/2024..._,_ Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: ........._...w....._..�_� $300.00 . ...........wwwwwww...__........._._wwwww....._..._Building�nspector .�..__...._.._..�............. .._.._.._...... rrap' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 1100. ,OO Telephone (631) 765-1802 Fax(631) 765-9502 bits � ://www,southold�to�i .��o Date Received APPLICATION F BUILDING Office Use Only PERMIT N0. A�r Building Inspector;_. — rt FFA Applications and forms must be filled out in their entirety. Incomplete BUIWING DEPT: applications will not be accepted. Where the Applicant is not the owner,an TOWNOFSOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:January 20, 2023 OWNER(S)OF PROPERTY: Name:Andrew and Kristine Janusas :1ET::M::# Project Address:1000 Summit Drive Mattituck, NY 11952 Phone#:(516) 376-3626 Email:Andrew@a1 rigging.com Mailing Address:357 Carpenter Sea Cliff, NY 11579 CONTACT PERSON: Name:Andrew Janusas Mailing Address:357 Carpenter Ave, Sea Cliff, NY 11579 Phone#:(516) 376-3626 Email:Andrew@alrigging.com DESIGN PROFESSIONAL INFORMATION: Name:Thomas Murawski RA Mailing Address:3555 Veterans Memorial Highway, Suite A Ronkonkoma, NY 11779 Phone#:(516) 818-2604 Email:tomm@holzmacher.com CONTRACTOR INFORMATION: Name:Andrew Janusas c/0 Al Specialized, Inc. Mailing Address:600 Third Ave, 2nd Floor Phone#:(718) 874-0091 Email:Andrew@alrigging.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑ ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot 6e re-graded? WYes []No Will excess fill be removed from premises? WYes ONO 1 PROPERTY INFORMATION Existing use of property:vacant property Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A this property? ❑Yes WNo IF YES,PROVIDE A COPY. O Check Box After Reading: The owner/contractor/design profess lonal Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk;County,New York and other applicable laws,Ordinances or Regulations,for the constriction of buildings, additions,=alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Thomas Murawski RA (Authorized Agent ❑Owner Signature of Applicant: Date: 01/20/2023 STATE OF NEW YORK) SS: COUNTY OF Andrew Janusas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner/Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Swor before me this day of f 2 A 1t1�S7 Notar 'Public Notary ry t'� , Stam of Now York No 4 .5f ;t c »ai"r """ "' '"pit PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, A TAN,'15 residing at k � �t'7hZreby authorize �� to apply on my beo Town of Southold Building Department for approval as described herein. -2 _ net's Signature f Date Print Owner's Name 2 I C z I L �l (,,,,, ROYAL SWIMMING POOLS Inground Pool Gu "Ide i J JJ J1 f „ ® t r� INTRODUCTION Thank you for your pool purchase! Proper installation of your swimming pool is the most critical factor in homeowner satisfaction and continued enjoyment.The design of this guide provides the installer with the best-known recommendations for a successful pool installation based on years of experience, research, and on the job know-how. It contains the most current information to make your installation experience easier and more efficient. Before beginning construction, the installer must acquire construction permits and then perform their work in accordance with the building regulations of the area in which the swimming pool is to be constructed. START: Refer to the Delivery Process and Inventory Check document that was previously sent to you prior to starting the build of your pool. If you did not receive the above-mentioned document please reach out to Royal Swimming Pools Inc. immediately. READ THIS INSTALLATION GUIDE THOROUGHLY AND COMPLETELY BE.FORE BEGIN.NING CONSTRUCTION We have also compiled a video that overviews the entire process of installing an inground pool. From excavation,to jumping in your pool,we have you covered! I tt ww.ro alswimNnin oois.com fool-Construction- ideo,htrn THE MATFRIAI... IN TIIIS MAN UAI.. l,S INTENDED AS A GUIDE ONI...Y. ROYAL SWI M M ING POOLS INC, T1IIF MANUFACTURER, ADHD/CDR DISTRIBUTOR I'idIAKE< NO RFPRIFSENTATlON, Al-IR NTlES, OR GUARANTEE Oln ANY KIND, EXPRESSED OR IMPIJED, REGARDING TIMIS IINFOIIRMAIFION, THE MANUFACTURER AICD/COIR DISTRIBUTOR ARE N01 LIIABLE FOR ANY PERSONAL INJURIES OR IPROPBRIIY DAMAGE RESULTING FROM, OR DURING, INSTAI...I....ATlONS DONE BASED ON THIS lNFCDRIIMATiON. lF THERE ARE ANY DISCREPANCIES BETWEEN THIS IINFORMATlON AND STATE- OR I._CDCAI... BUILDING CGDIDIES, OR IF STATE OR LOCAL... CODES ARE MORE COMPRIFHENSlVE OR SPECIFIC ABOUT CONSTRUCT110N, DESIGN, 01R SAI=ETY, TIMI.=. STATIC AIIMID FOCAL REGUI...ATIGDINS MUSTTAKIF PRECEDENCE. 2 J TABLE OF CONTENTS PreliminaLy Considerations 6 Building Codes/Permits Utilities Required Selecting the Pool Site Excavation Contractor Basic Minimum Tools Recommended La out.Fool 10 How to Keep the Layout Square Rectangle Pools with Radius Corners/Round Pools Oval Pools Freeform Pools Excavation 17 Set Panels 21 The Skimmer and Return Inlet Placement Non-Vinyl Covered Steps Steel or Polymer Wall Panel Assembly S uare Level & Main Drain 26 Squaring the Pool Walls Leveling the Pool to the Predetermined Elevations Main Drains Installation of the Coomp,, 2 ' Bullnose Coping Cantilever Coping/Flat Track Bead Receiver Cantilever Coping with Foam Form Coping Pour the Concrete Footine 31 3 1/ NONNI/ Pro-Installation of the Skimmer, Return Inlet Fittin Under aterLi h Ro Anchors2 Installation of Automatic Skimmer Preparation of Return Inlet Fitting Installation of Underwater Light Installation of Rope Anchors Plumbing 35 Equipment Pad Testing for Plumbing Leaks Bottom Preparation 37 Resetting Pool Floor Dimensions Install Foam Wall Layout of Finished Dimensions Checking the Final Grade Possible Pool Bottom Materials Mixing Procedure forVermiculitefPortland Base Mixing Procedure for Pre-Mix Base Bottom Finishing Procedure Trow lin the Bottom 4; Installation of the Ling 44. Vacuuming Liner into Place Adding Water and Final Installations 4 Filling the Pool with a Garden Hose Filling the Pool with a Fire Hydrant or Tanker Truck Step Faceplates Installation of Light Niche Faceplate Installation of the Return Inlet Fitting and Skimmer Faceplate Backfiliing the Pool so 4 Form for Deck 51 Set Accessories 52 Diving Board Installation Ladder Placement Electrical Bonding 5 Planninp,the Pour 5 Final Checklist Before Pouring the Deck Final Placement and Finishinp, 55 Decorative Decks Fencing Around Pool Installation of Safety Rope A lication of Safet V1/arnin Eabels 56 Appendix 57 Polymer Panels Ground Water Vinyl Overlay Steps Polymer Bracing Modification 5 �Is I W � �/l1 PRELIMINARY f iCONSIDE �T'IONS BUILDING CODES PEI I ITS Advance knowledge concerning State and Local Swimming Pool Codes will prevent fines and work stoppage orders. Most ordinances vary considerably from one county to another and nothing should be assumed or implied. It may be necessary for the homeowner/pool builder to present dig specs and engineering specs to the local building department. You should also obtain a copy of the local swimming pool code for your area. Be sure that you understand all code requirements that are both directly and indirectly associated with your swimming pool. Take special note of sewer, drainage,fencing, lot line, power lines,fire, and electrical requirements. UTILITIES REQUIRE • Water-for construction and filling of pool N • Electrical_ temporary supply during construction and a permanent supply for the pump and pool lighting • ewa ejor adequate drainage • Fuel for heater- Natural Gas or Propane SELECTING THE POOL SITE Obstructions must be considered before selecting the final pool site. Obstructions could include underground wires, gas lines, septic tanks, dry-well systems, plumbing,trees, and overhead power lines. Underground obstruction and utilities should be located before excavation begins. Utility companies will usually locate underground pipes and cables that are located on your property at no charge to you. If various obstructions are unavoidable, a compromise must be reached. However, keep in mind the labor and material costs of moving or replacing obstructions. We've found that most pool owners choose the path of least resistance for the sake of practicality and budget. Sun and Shade can be an important factor when determining the pool site as well. Excessive shaded areas from trees and other buildings could result in uncomfortable swimming conditions during cooler weather months which could increase your heating costs considerably. Likewise, excessive sun can be unbearable for some during the summer months. You must determine your pools placement based on your personal preferences and ideal usage. 6 J Proper pool orientation will take advantage of sunny days for comfortable swimming condition, decrease heating costs, and in some states, meet requirements set forth by the public health department referring to diving board placement. Existing Landscape Removal is dependent on individual preference. A certain amount of removal might be possible without disturbing the natural atmosphere of the backyard. This can be done by careful use of planters, shrubs, and flowers. Of course, you will want to remove any trees/shrubs located directly inside the pool layout of your final chosen pool site. When it becomes necessary to remove trees,the entire root system needs to be excavated in order to avoid new trees sprouting through your pool and/or surrounding areas in the future. An effective method of preventing continued root growth is to apply copper sulfate to the root system. Ease of Excavation to provide the best access and most ideal working conditions. Placing the pool a few feet one way or the other, may permit improved excavation conditions, easier dirt removal and concrete placement. Convenient Access to changing facilities and house exits also requires some thought.Available site lines for supervision of the swimming area from inside the house via windows and/or glass doors should also be considered.As you select your pool site, make a rough layout of where you think the pool should be located. Then consider decking and walk ways by staking out their approximate positions. The Location of the Pool in Relation to Other Buildings should be both an aesthetic and practical consideration. Some considerations are whether the pool should be laid out parallel, perpendicular, or at a 45-degree angle to an existing house, building, building line, hedgerow, fence and/or another dominant object. Advanced Knowledge of Subsoil Conditions can be helpful in determining the placement of the pool. It is advisable under certain circumstances (areas that have excavation issues) to probe the subgrade by boring a series of test holes.The results would suggest the best position and grade of the pool. Problems such as a rocky substrate, high water table, or excessive clay, should be located before construction.They can be eliminated simply by moving the pool, thus keeping the construction process as smooth and economical as possible. 7 Check the Selected Location for Grade or Elevation of the Pool as the pool walls must rest on undisturbed soil. Keep the top surface of the pool (pool deck) at least three to four inches above the highest ground elevation in the area. This will avoid any surface drainage back into the pool. Other 1 terms 7useddescribe the top of the pool coping are pool grade,final elevation or "top surface." The Equipment Location should be included in your considerations: • You'll want to place your filter on a concrete slab. Be sure to make the slab large enough for all equipment, usually 3' X 4'or 3' X 7' with a heater. Also, consider at this time whether an enclosure will be built over the equipment in order to plan the slab size accordingly. • Keep the filter within 20' of the pool to maintain optimum pump performance. • Never locate the filter and pump more than six inches above or six inches below pool grade. Otherwise, pump priming or overflow problems are likely to occur. • Never locate the filter and pump in a basement as it is possible that a malfunction in plumbing could cause flooding. • Consider where the backwash water will drain. is there adequate drainage? Check for local codes requiring special methods to dispose backwash water. • The filter location is also important from an aesthetic point of view. When making the rough layout of the pool, visualize placement of the filter and plan for future landscaping or enclosures. Out of sight of the immediate pool area is usually preferred. EXCAVATION CONTRACTOR One of the most important phases that makes for a smooth installation is the excavation. If the excavation is incorrect, each subsequent step becomes costlier as well as more difficult. For instance, if the bottom grade of the pool is too shallow and rough, you will have to resort to hours or even days of hand trimming. A skilled excavation contractor should be chosen for this critical part of the installation process. Search for a local "excavating contractor" in your area or online at www.realpages.com. 8 When selecting an excavation contractor be sure to confirm their experience through referrals, building contractors, or local officials. Also note that the job can be finished most efficiently if the contractor has a rubber-tire backhoe with a bucket capacity of at least one-half cubic yard and adequate mobility to enable loading excess dirt directly into the vessel which will be removing it from the property. For this, a dump truck will speed the job along as well. The excavator, regardless of his experience level, should be sure to study the pool drawings in detail before starting the excavation. Set the exact requirements of the job you are requesting.You will want to communicate with your contractor the exact route for access to the excavation site and where the excess dirt is to be disposed of. You may wish to incorporate performance requirements and pool construction plans into a contract to avoid any misunderstandings later. BASICI LS RECOMMENDED _..._______............................... ...................._.......__.............................._.............................__.0�..................__._.____m....._____.....................�..M.M,,,,,,,....w..,._www.�_......................,.,�_,......._ww...............................,,.�. Broom Phillips& Large Slot Screwdriver Carpenter's level, Shot stick, and Water Level Shovels (2 minimum) or Transit Level Commercial Vac with hose or Socket set, adjustable wrench open-end_... ........_ Comm end p Vacuum wrench, & 18" Pipe Wrench Channellock _Dells and assorted b.....M......ww_._.w..- Pliers a_____ its Spray Paint Duct Tape _. .. . ..-.Tape Measure......... ... .. . _.._ _. ..a.........., . .................w..�... .. ....a........ __ ... _.. ........ _.........., Extension Cords Trowels; steel and magnesium Hacksaw, Hole Saw Set, &Jig Saw Utility Knife n s String/Line,/Line and C-Clamps~..._.__.._... .�_.....�ww�_ Water so w_...... Maso �........_�.ww_�...._.aH�_. � g p source with garden hose and nozzle _. _.._m..., _..._.v. ___- _.._. ..... ...._.._...........__..._.__.�_..__.......w...M._....._._..... . Pick, Mattock and Sledge hammers; 31b. and Wheelbarrow 101b 9 a�,�,il�tr�,�.,G�l .�.�.�,i 'i,l ✓ �xra POOL LAYOUT Level and/or shot stick, mason's string, spray paint,tape measurer, (8-10) 3/8" x 24" rebar stakes, hammer, and dig specification drawing Once the pool's location has been chosen, its perimeter must be marked on the ground.The area beyond the perimeter is known as the 'over dig' (see Figure A) and is used for wall and brace placement.The over dig area should be 2 feet around the entire perimeter of your pool. FIGURE A: " LIE MEASUREMENTS ,. FOR POOL AUGNMENT 0 LU > z o nP� 1 µ � IF POOL IS SWAh0 UP�,m °m �.� BOTH NUMBEn WILL MATCH, m.., . ............................... ,... ........... ............ _.�.�..��.,.....�. .��.�..... .��...��.� B i N LINE 2 *LINES 5 AND 6 SHOULD BE EQUAL L 1 ' XSI VE 'DIGI 1 LINES 2 LINE LINE 6 2 ' 18' 32' 6' 3 ' 20' 36' 6'X 36' 20' 40' 18' 22' 40' 20' 24' 44' 10 'J " KNEENFSTEP 1- From rebar stake A(first corner), lay out the distance o = one side of the pool to rebar stake B. Care should be taken when 14, setting the direction of the rebar stake as this makes up the above 6 mentioned "Line 1" in Figure A. Use the measurement guides above 7 to determine how long Line 1 needs to be. orf STEP 2-Starting at rebar stake B (Second Corner) measure out the � ccdasoa�r�rceru�sn appropriate length for"Line 2» and add ,ab rebar stake C at the third corner, squared to the previous corners. X.r<«D, ^»"^ e w Additional information on "squaring" is outlined on page 12. ^ 7WOCORIEe d4 <—STEP 3- Continuing to use the �pr�Ua,r� measurements in the table above for your specific pool type, measure the appropriate length for"Line 3" to locate the fourth corner with rebar stake D. M STEP 4-Measure back to the first e i I oF'I'itlA r YpIIdIVC.M'V 4 corner stake A, completing the layout. Now easure the length of"Line 3" ( to Q.The length should be equal to the lent of"Line 1" (A to ) " i FSTEP 5- Square the layout by finding equal diagonals of Lines 5 and 6. , 00 NO, (Details on pg. 12) "A tlnn7''pl�Y U„i7iW'4&d�4'k 11 ,iivi1 HOW TO DEEP THE LAYOUT SLAI E Care must be taken to keep the layout square. Measure the distance between opposing corners and move the stakes until they are at an equal distant.At the same time,the length and width dimensions of your pool lines/sides must remain equal to their intended measurements. Equal diagonals do not guarantee that a pool is square unless the width, length and diagonal dimensions are equal to their opposing line measurement. CORNER POSTOWWA „ t THREE FEET y ",C1 THREE G"EEf" ,r , ,✓,'F � FCtlk.lR PEE7 � l M Starting at a corner, mark one side at 3 feet. Mark the perpendicular side at 4 feet. M� i` THREE FEET FOUR "o"" +u.. FEET 4 �ii2°A � ME;.FEET p�� ,M14� ��..�'�^' ' ...,,,ocp' gN I The diagonal distance between the two Adjust the sides as required to make points will be five feet. The corner is square. Doubling or tripling the leg square if it measures five feet. Measurements will result in increase accuracy 12 I i RECTANGLE POOLS WITH RADIUS CORNERS ROUND POOLS Rectangle pools with radius corners (or Round Pools) can be laid out by finding a point at the center of the arc and placing a stake there. Using a measuring tape attached to the stake, hold a can of spray paint at a point equal to the length of the radius on the tape. Paint the complete circle as allowed by the measured length. To find the corner radius axis of a rectilinear pool, use string lines or straight edges projecting from perpendicular sides of the pool to a stake placed at their intersection. r � 10 _. ............ ..........................._................._..........._.�:.�:�..°k..:.....,.... .................,...a....,......... ,,.,.,,,.,........_.._....,_......_,,,,,,... . Measure back from the corner Repeat measurement and Place a stake at the mark stake the same dimension as mark on second side. on each side. Measure the radius of the corner. same distance and spray a small arc. 0 Measure the same distance Place a stake where arcs Tie a wire to the axis stake and spray a small arc from intersect.This will be the (or use a tape)and mark the second leg. corner. the corner with spray paint. r P° Skip ahead to EXCAVATION on page 17 if you are installing a rectangle pool with radius f corners or round pool. Finished round corner layout. 13 I ��/.ion ��l2,,v r. ✓Ji//, 9 di wU OVALPOOLS 77 As any oval or freeform shape fits within a rectangle, it may be easier f to set the location of the pool if the rectangle is laid out first as described in the previous pages. Choose a fixed point, away from the over dig (typically the house), from which the first corner stake will be located. Measure and mark the distance from the fixed point to " y � /4Og I�EO POINT the location of the first corner stake. Square the first corner to your 2,?`" fixed point.The remaining corner stakes can now be set and squared accordingly as described on page 11. FIREOPOINT �..�, RXEDPOINT e. 2'Over Dig Once you have your rectangle with a 2' over dig mapped out, start by finding your center line FNISTC.. � " stake points. Start at either short side of your 100IrOO11RIN7 9'Radius pool (Line 1 or 3 from Figure A on pg. 10),from j 'Jm�rr9'Radius First the center of that line, measure inside your box the distance of your over Dig Center Point dig plus the distance of your radius (the over dig is traditionally 2' and the radius can be found on your dig spec) For this example our radius is 9'. So, measuring inward the 2' over dig plus our 9' radius, results in marking the ground at 11' in from your rectangle. Rg. From that mark, go over perpendicularly to the side of your rectangle (Line 4 or 2 from Figure A) and measure inward another 11'. Drive a rebar stake in the ground where these two points intersect to indicate your first center point as shown. a" STEP You can either repeat this process on the opposite side of your pool, in which case once you have your two center points staked and the distance between them should equal the center line distance shown on your dig spec. In this example,that would be 17' 8 V First Center Point Another way to find your second center point is the swing method.Tie string or attach your tape measurer to your first center point and measure out the center line distance found on your dig spec. In this example,that would be 17' 8 W. Keeping the string or measurer tight, use spray paint while you swing your 17' 8 3/" radius arc. Do the same Over ig+Radius for your over dig plus radius (here 11'). Where these two points intersect should mark your second center point. Square both center points to your fixed point before moving forward. --� w 8' STEP 14 �J as i m . - ........ We will continue to reference the dig spec to the left, however make sure to use your provided dig spec to determine the measurements for your pool. R9' ° Having your center line accurate is essential as the remaining RT measurements work off of this line. You should double check that your center points measure square to your fixed point before a e' moving forward. r � a � n � Tie string or attach your tape measurer to one of the 6 R9' s points and measure out the center s, ° .,.. 4.. ,,,_..,...... R9 desired radius (fromdi our spec) Y g o. Rs 6 - � f - for the rounded portion of your pool. In this example, the radius is 8' STEP 91. 4 8 B 2. m 2• 35•- 3/4" p � Keeping the string or measurer tight, use spray paint to swing your Rs ;p.. 9 radius arc from one straight wall edge to the other. You can double check these marks by measuring „ Rs from the center point stake in any .' ......_.. . 8, 8' direction and you should measure 9'from stake to Y S ra paint mark 8• STEP p 2, 2' 3/4. every time. Once you have your radiuses properly marked you can measure ® _.. ... ..... . .,., ......; 8 the straight edge walls, making sure that the numbers match your dig spec, and mark/string them according. 6 RW 6• You can also use string to showcase your future slope line locations. 8' STEP 15 / FREEFORM POOLS For freeform pools, the rectangular box (page 11) is laid out and measurements are taken from the corners of the box to locations on the pool. Your box corners will act as your fixed points once the box is complete and squared. Using your dig specs identify the center line(s) and tie string from one end to the other. Do the same at the corner stakes. Refer to the drawing and mark all other points including straight lines and arcs as indicated. Once that is complete the perimeter can be marked with paint. For this example, we will be using the dig spec below however always refer to your own dig spec for specific measurements. 64 91 BOX DIMENSIONS STAKE UT �d Bl B2 42' 15/8 A B 18'—1ills5/g., °` �B2uµS3...... 34, ...4 SzB,. .... A C .... .. ...1910/„ 14 .._3 54 4 / A_D 171 —0 B A—E 17 0 Hz H1 n �... ,_ B C 10' _51/.8 .... BREAK O.FF ' .„..„__......___�..w.....,. _ „....,_....... _�.......... G E 171 -011 K A._Y 17� ,., 21/2 __..._ B—..... ..... _. ... _.. _.�. ..A—X 24'_. .. _ _...... _ F ... 171 -011 D 171-011 _--.__x C F 16' 11 %2 �Y w B3 B2 ti iV F1 Use the swing method outlined on pages 13 and 14 to determine all of your curved edges RO using the radiuses given on your dig spec. 4 36`•-1 5ie. There are radius and reverse radius II portions of your pool. A radius would form V a closed circle on the inside of your pool, where a reverse radius would for a circle r Aa on the outside of your pool. 16 �� J l el,Biu,// EXCAVATION Shot stick(or level measuring stick), Transit/Water level, Excavation Digging Tools/Machinery, Rebar Stakes, Hammer, Spray Paint, and String Once the layout is complete, choose the elevation for the top surface of the pool. If you are usingbullnose coping, make sure to note that the top of the coping will also be the top of your finished deck. Normally the surface will correlate with a surrounding walk way, patio deck, or the highest ground elevation of the pool site.The top surface of the pool must be at least two to four inches (2"to 4") above the highest ground elevation to prevent rain and debris from draining/overflowing into the pool. In order to determine the depth of the excavation, you'll need to use the standard calibrated survey shot stick(level measuring stick) and transit or water level. A 2 x 2, telescopic pool pole approximately 10' long, or other similar stick can be substituted for a standard shot stick. In an out of the way place that will not have to be moved during construction, set and level the transit or water level and then locate the highest ground elevation of the area around the pool site. This is done by placing a shot stick at selected areas and marking it at the level indicated by the transit. With a pencil, mark the stick at the point where the transit cross-hairs intersect with the shot stick. When using a water level, mark the shot stick with duct tape at the level of water in the tube.Add two to four inches (2" -4")to this elevation mark.This will now be your reference point for the elevation of the top surface of the finished pool coping and deck(or the top surface of brick coping). The finished elevation indicated on your dig spec is measured to the top of the pool wall (usually 42" not including the height of the bullnose coping).The dig measurement indicated on your dig spec is usually 42" for the shallow end of the pool and 2" deeper than the finished depth of the deep end of the pool.This does not include the additional height of excavation needed for your selected coping. Next, measure 44%2" above the level mark on the shot stick and mark with tape or marker. This new mark now determines the excavation depth for the shallow end and over dig ledge. Transpose/transfer this elevation mark to a deck, sidewalk, mortar joint on a block/brick wall, or drive a stake in an out of the way place and mark for future reference.The depth of the pool wall footing excavation will be 443/2" below this reference point. 17 SURVEY OP LOT 85 IN .BLOCK 6 MAP OP CAPTAIN D ESTATES SITUATE AT MATTITUCK LNrLET TOWN OP SOUTIIOLD SUPPOLK COUNTY, NEW YORK PILED: 01/19/1949 MAP NO. 1672 S.C.T.M. No. 1000-106-02-03 LOT AREA = 24,322 S.F. ELEVATIONS PER NAV88 DATUM GUARANTEES OR CERTIF TONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND U POLE LOCARONS ARE NOT GUARANTEED. ME OFFSET DIMENSION SHOWN N£REON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE.THEREFORE ARE NOT INTENDED TO CODE ME ERECTION OF FENCES.RETAINING WALLS,POOLS,PATIOS.PLANTING AREAS, ADDLOON TO BUILDINGS AND OTHER CONSTRUCTION.ME EXISTENCE OF RICHT OF WAYS,WETLANDS ANO/OR EASEMENTS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED UNAUlNORfPED ALTENAPOM OR A0061M TC1 MIS SURVEY S A VIOLATION OF SEC ON 7206 OF ME NEW YORK SEAM EDUCAPON UW COPIES OF MI5 SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED W UR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALiO COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM 40MEOWNERS,FIELD 0B5'ERVAR0NS A N D /pR PNF'ORMAPON pEN 10.T1 FROM OTHERS.SINCE MOST ARE MOT VISIBLE THESE LOCATIONS ANO OVMENSdONS CANNOT X49 B6 BE CERRFlED. 8P4t.'7'r �J u.e SETO .37 T.76 'phvB�N�r 1p3.9 STE. o 50 f44x, e, 44 ee 1 f SET/ SIMf SET ,y�re�./,+P{," a6 _— �o Be 60, B$ �,✓l /6',r®fig _�'. 04 .y, �� y0. \ �• � p Eti O CO STE: ,�✓ `4 ti ad. 6•, CANT A B8. 74' 60• ��,, ..� fiDGfi Ok"w` _ 78'___ _— CLEARLM' ,----------801— 'b' 0' " co 04ti� SET SET�qb '-..,....,... 5'77L. J , rxsE Ra'r a a= O•S 62Woo'oo" W 100.00' ' LOT 92 LOT 91 SECCAFIC0 LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone. (631) 878-0120 Phone (631) 728-5330 pseccoflco@optonline.net Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 TOPOGRAPHY: 10/18/2021 copyright — 2021 Seccofico Land Surveying PC PROJECT No. 82315.03 SCALE: 1" = 30' DATE. 02/10/2021 /a 6 ),-3 1.4 N U �� o W44 T6 107 1 06 107 41 � w o � :j � w x 00'00 11ff cc 0Dc oo'�y 8 S 4'-0" DEEP IN-GROUND VINYL LINE STEEL En 0 �1 Afou 91791 PANEL PANEL AND BRACED POOL PAVER PATIO Q Q) t N I �..+ •t�•1 ,v O � S`0•z t T— SEN S,8 0 Q RETAINING WALL AND GUARD KU SET STK. RAIL PER 312 OF THE 2020 STK. RBCNYS w "Z� � M U4 I -- : ..— ; — — I —� PROPOSED POOL HOUSE x.ti 8' DIAMETER X 4' DEEP DRAIN -=I_�_=::.=. =.-I -:.-�_�. I ----- -- -- U FOR POOL _I ---- CONCRETEO(3'X7') PROPOSED 12'X 24'IN I=! = I= ' I - ! -.- I_ -= !I -lt 4 01 \ I M GROUND POOL POOL EQUIPMENT ' !-I_.-__ _. -! I-III=___-1 I L1 PADS PROPOSED ON GRADE PATIO - ��6) ---Z8 . ! -+_; __ �, ... \ 1 I I I _III -i I -I i I -I - -III- �i�- -�I'-III-I,I-I� -� �- �I I- I i I- I I i- ��i I- -i I I- -i I I=i i I -i i' -I I _��I_�I i-=i I I- �I i-�'I-��I-I�i—I'1-1 - I' �•�, o ----� -J -t c(# \ \ h / rt_i. •\�� \ \ \\ \ STEEL BRACE PER POOL MANUFATURER VINYL LINED STEEL PANEL AND BRACED 7 1 \\� POOL -----?? j ... _ ....: ------ --- 11 80 70 I _ 1 1 ; THIS DRAWING, SET �..........+ _i...... 1 1 PROPOSED 2 STORY SINGLE POOL SECTION PREPARED FOR THE FAMILY RESIDENCE STK. 78 SCALE: 1 /4" _ '-o" SPECIFIC PROJECT -� 6 '� \` i �. 1 INDICATED, IS AN I \ d1 1 176 INSTRUMENT OF SERVICE, AND THE ti PROPERTY OF THOMAS 66 I I�`� \ 1 4SET Z MURAWSKI I , 11 STK IS ARCHITECT. Cn C) i \ \ 1 74 INFRINGEMENT OR ,-'b A' t_4 ANY USE OF THIS c %Y"\, PROJECT IS 1 � /� I �\ 72 y PROHIBITED. ANY / x I --- \ \I 70Cz ALTERATION, OR Q) (� i o , \ 0 0, REPRODUCTION OF o z, \ r x•�, °� zV THIS DOCUMENT IS �g // m _ glg F 1 bs �� ALSO PROHIBITED 6 23'-YO" D \ \ 6� WITHOUT WRITTEN ®SET,C11 =� �� CONSENT OF THE o _ - �`� ARCHITECT. - \ \� - PROPOSED TERRACE ��x----------------�� 62 -\ 2"9 62 60 ' 8' _, sD-3 x ,, X POOL SECTION REVISIONS Ag-_ _ ----- -�� \\ _ =o •�� 58 �l�Gi SCALE: 1/4"= V-0" 5 , - 54 g \ 56 � , x /52 X \ � � ti� �/ ♦SET C� �,' 0� \ \ \\ _- ------ ------ �' x__--`o I STK. \ \ � � �� 5 0 \ \ \\ \ ---- SD-1 (52 x /STK. \ N. / PROVIDE EXTENSION ` \ r 05 COLLARS AS REQUIRED 4 bldg dept.comments 01-20-2023 48 ' \\ \\ �-\-------- -� _ i / // 50 \ NASSAU COUNTY SOLID 24"MAX STANDARD HEAVY DUTY CAST IRON 3 file for permit 11-01-2022 / FRAME,RING AND COVER TO GRADE IF UNDER REI 2 r0 ess review 09-28-22 TOP 12D""THCK PAVED AREA p gr \ \ — / \ \ --- —�� 12"MIN. o _ ;11r !-_1 VIEW WITH DOB 46�f �� \ \y~------- 'C' 4"x12"OPENING 4„MAX. I \ \\ -� — •a•R 6 ((yy REECRIPTION ,� 48 N IN W ® ® ®+ ® ® 4"W_ Q 12 0 ,� �' Q Oma PIPING TO BE 10" z - 1E IfsL�F.F 44� 1 w t= 0 12 ® ® ® ® ® ® sUltl�• . V BELOW0 o RCP.MIN2'0" p� •'`,. o z 3 O PR DE 1PE GRADE. ® ® ® ® ® ® ® k 1(F� 111k 1.-1Z - \+\ t Q��a rt N O z U LL FT.(MIN.) ® ® ® ® ® ® ® ,` FLED A/�C,(� ,Zt4 I�� \��_� f� 0969 JG9a� 1 �7 �'y.Orj + z SOU W PROVIDJONHS ® 121 ® ® ® ® ® P.4 FOOTING \GJ P �� l� 4p" FOOTING �J �/ G \ \ G .001 SET g STK. p49 0.f•i� 04 c, ELEVATION SECTION u' ' ILINE OF GROUND WATER 19 28993 (PENETRATION) ALTERATION OF ENT EXCEPT BY A � �a� I COLLAR MATERIAL RETEABLE SOIL LICENSED PROFESSIONAL IS ILLEGAL Bg'6 + f1.C E70 �. CJD 6 UNDERLYING SAND AND GRAVEL STRATA a 3_p COORDINATE WITH CALCULATIONS FOR RING DIAMETER 3'-0" Janusas NOTES: MIN. ZONE: A 1.COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH Residence ° PROPOSED SETBACKS TO WORK PROPOSED: 2.THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND&GRAVEL FILTER MATERIAL CONTAINING LESS THAN FIFTEEN(15)PERCENT FINE SAND. FRONT YARD: 88.0' < 40' MIN. SILT&CLAY(SILT &CLAY FRACTIONS ARE NOT TO EXCEED(5)PERCENT 1000 Summit Drive REAR YARD: 67.08' < 50' MIN THIS DRAWING IS FOR SITE PLAN INFORMATION ONLY. THE USE OF THIS DRAWING IS FOR SIDE YARD: 15.33' < 15MIN STORM DRAINAGE FOR A SINGLE FAMILY DWELLING. Mattltuck, NY 11952 AGGR.SIDE YARD: 39.13' < 35' MIN [DRYWELL CALCULATIONS HEIGHT: 32.08' < 35MAX AREA 1=5,226 Sq.ft AREA SQUARE FOOTAGE ARCHITECTURAL PLANS FIRST FLOOR 2,884 SQ. FT. DRYWELL AREA =5,226 Sq.ft.OF COVERAGE MAIN RESIDENCE: 3,536 SF U 5,226 Sq.ft Ft.x.17'(2"RAINFALL)=888.5 CU.FT.(6,647.2 GALLONS) POOL HOUSE: 370 SF 2nd FLOOR MEZZANINE 545 SQ. FT. DRYWELL AREA=888.5 CU.FT.REQUIRED DECKS: 760 SF SD-1 (2)8'-0"DIAMETER X 3'-6"HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210 GALLONS) TOTAL 5,2PAVERS 5,2 6 DESIGNED BY: M FRONT TERRACE 1,000 SQ. FT. SD-2 (2)B'-0"DIAMETER X X-6"HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210 GALLONS) 26 SF t•Tn SD-3 (2)8'-0"DIAMETER X 4--g-HIGH RING = 337.6 Cu.Ft.CAPACITY(2,526 GALLONS) POOL HOUSE 246 SQ. FT. TOTAL CAPACITY=927.6 CU.FT.6,946 GALLONS>888.5 CU.FT.REQUIRED REVIEWED BY: TM 0 POOL 360 SQ. FT. NOTE: DATE: ALL PRE-CAST STRUCTURES TO MEET THE REQUIREMENTS OF SUFFOLK COUNTY DEPARTMENT March 17, 2022 o TOTAL BUILDING AREA 4,490 SQ. FT. OF PUBLIC WORKS STANDARDS. SCALE: E 1" =20' LOT AREA 24,322 SQ. FT. PROJECT NO: o %OF LOT OCCUPIED 18.46%<20%MAX JanuA 21-01 0 SHEET TITLE: ARCHITECTURAL SITE N a PLAN STORM DRAIN. i MAN. DETAILS N SHEET: 0 U ASP- 1 .0-P a N 1 ARCHITECTURAL SITE PLAN 2 STORM DRAINAGE MANAGMENT DETAILS x OF 13 04 SCALE: I"=20' SCALE: NTS v