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HomeMy WebLinkAbout49118-Z ho,,�pf SOuryo`o Town of Southold * * P.O. Box 1179 y 53095 Main Rd UN".` io Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46214 Date: 06/03/2025 THIS CER'TIF'IES that the building IN GROUND POOL Location of Property: 105 Mill Rd Mattituck, NY 11952 See/Block/Lot: 113.-3-7.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/21/2022 Pursuant to which Building Permit No. 49118 and dated: 04/13/2023 Was issued, and conforins to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: In-ground swimming pool addition with raised patio surround, fenced to code as applied for. The certificate is issued to: IDK Mansion LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49118 7/17/2023 PLUMBERS CERTIFICATION: Auth ri ed ignature TOWN OF SOUTHOLD �o�g11Ff0(�-coG. y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . 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#: 49118 Date: 4/13/2023 Permission is hereby granted to: IDK Mansion LLC 104 Little Wood Ln Delray Beach, FL 33444 To: Construct an in-ground swimming pool as an addition to an existing single family dwelling as applied for. Must maintain secondary side yard setback of 35 feet and rear yard setback of 50 feet. At premises located at: 105 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 111-3-7.2 Pursuant to application dated 11/21/2022 and approved by the Building Inspector. To expire on 10/12/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $857.60 CO-RESIDENTIAL $50.00 Total: $1,157.60 Building Inspector oF so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Jamesh@southoldtownny.gov Southold,NY 11971-0959 Q COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: IDK Masion LLC Address: 105 Mill Road city:Mattituck st: New York zip: 11952 Building Permit#: 49118 Section: 113 Block: 3 Lot: 7.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: LC Electrical COntractin Electrician: LC Electric License No: ME-38043 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 intermatic pool panel with 1 time clock, 1 240v pool pump, 1 240v booster pump, 1 gas heater, 1 salt water gen, 1 300watt transformer, 4 low voltage pool lights Notes: Inspector Signature: Date: July 17, 2023 105 mill rd ho�apFSOGTyoloLl * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 5 Z INSPECTOR J / O�aOF SOGTy° # TOWN OF SOUTHOLD BUILDING DEPT. coumv, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Pop I , DATE INSPECTOR OP SOGTyo�o # u * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ASULAr CAU KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I Af foil DATE 11 Z! INSPECTOR Yr, v, r: j • • 71 'et .� .1 _art''•} � �iy At` .tom.. � .r �'� k, �' �� •t ;�.' 1 �- .�4. w -� .. �ty,'-SC•e_ - 'wt�.=t4': 1 `t•,Y„�i77��fi� � - ` �1 s, .w,Y� 't`':.w`Cyr _ . � -,��{�a �-�• "''lam "�, .y .�' `�Js.•,.� +��'hikE�� a�� ,�V. � �` •�� �: .. •::?t, j.7,t�'.� <�'J ►�.✓' •�,� >r} !�JS .rs �. �+s!C� `�.��,,,��♦ -`- �'i .3�it1 t '#R _.�t'� "�,��. e i• �y `•- "'' R 'E�S/���'T'. �''�*YL\°• rYtq'''tEt�•�`. 4+�ja'.., �����Nil. . .� � .. �vs. - _ {�•� ,s.r`�- � �^��.,yr�'•'`i=;. "ram AN 3" - ...... ...... 1 .w 04 AIV il fR.,. � r,, is a#I• :c{;IE,c; :: ..F{'c .;t:•a?ii:#�s.;3�u t t• E i� E �t •�.F{i{ ES :tcE :t :E:t.4.... .F•sc .sit tit. r. F: r .t• .t.Es' tsi` ii S.!: M t tit. E t tE s t E€rt �t{ tst i ist i i :i�•�}t�4� -��r ., '� z{. t S.E EFS Eit=�t �E cFi i Es;t tt�tittssii{!ii •�l=��� :,I�:•q E� 4: t.i...l is it. 16ii1�v•::;lllt.ii �ill. j/( s L v iy r f �—/.� '` `�=�- �' '//���`I'�\ . - �� - • \ .� `� j��, v�r� _ .,,` -cam. Co .W LLI L ! ^, r- fk a _ r� ` � Mw� FIELD INSPECTION REPORT DATE COMMENTS �ro FOUNDATION(1ST) ► -------------------------------------- FOUNDATION (2ND) a ' � w l ROUGH FRAMING& t� PLUMBING l)) Q r INSULATION PER N.Y. STATE ENERGY CODE Y riv�vy FINAL i ADDITIONAL COMMENTS > +Y- I od re- c a q-ap- -Lq-K L m d - 2 5awvt ,� s �o r vi�,J �-�l�d eo avo CJ� t� ' Q � ryi z x y x d ro y OSVfFpL� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c ='` Town Hall-Annex- 543.75 Main Road - PO Box,1179 o Southold, New York 11971-09b9 ' 9 p� .Telephone (631) 76571802 - FAX (631) 765-9502 rogerr(aD-southoldtownn ..gov — seand(d)southoldtownny.aov, APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date:4/18/2023 Company Name: LC Electrical Contracting Electrician's Name: LC Electrical Contracting License No.: ME-38043 Elec. email:office@lcelectricalcontracting.com Elec. Phone No: 631-874-0485 ©1 request an email copy of'Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE INFORMATION (All Information Required) Name: IDK Mansion LLC Address: 105 Mill Rd., Mattituck ' Cross Street: Phone No.: Bldg.Permit#: BP#49118 email: Tax Map District: 1000 Section:113 Block:-3 Lot:-7.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): In-ground Pool Square Fo e: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough Clntj�l Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame D Pole Work done on Service? F1 Y ' N Additional Information: PAYMENT DUE WITH APPLICATION I 2 3 ^)dLC� 4160 r c ! t)q -3 ;�►4e r M aAc At f,Y.. 1 8s/a c e- 1 ��� Pew► � Lv Pail ►�T� -tcrUtnS�orwx-eto" nG{<,, 1 6A-1f �ey� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southol.dtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I 1 ! Building Inspector: V NOV 2 , 2, Applroations anZ", 'nn d forms must be filled out in thelrentlrety Incomplete a applications will not be accepted Where the Applicant is not the owner,an Owner's Authonzat�on form(Page 2)shall be completetl� � Date: fl ,�Pax^� <9 •+.C-: � f i.d � U 3 'hl„n .7 -..� Name #1000 SCTM .. .....K.._w.... ....._CLI l_.G, w._. . ..._. ._... .. µ.. ...... ...1./.�._' ..�.3_ _. .�. , .__.._ _,.._......... . Project AddresstA Mill Phone#:._ . __��_ . .__.,.. ..... _... Email. . Kcdt7- ('1 C' Q ..P/"CC, CO M Mailing Address: , __..w CONTACT PERSON „�,K .k i s - �` s,. a .�;d5zy b' ram,'�4'` . �- .k`.,�Sr a �. .».s.... ...a, �, Name f __......__. . ------ _...__._.__ . ...... ___. Mailing Address b... .�d�. . Phone#:..._..� _I. _ 7. 1..�. 1 �1... _.......- Email.' ._ � �..�.e_�i _.Gl-101c►�- mr�ellS...�C ►�►_. DESIGN PROFESSIONAL INFORII%IATION r a � zr ��. _ . Name: Mailing Address: Phone#: Email: CONTRACTORINFORMATION �� �' ��� �'' �,� db M � „ ,._� ' ,, •� �.4� _�,.�.. �, z �. '.1� a s,��.'�. .y�;�ss,�`.2`-� x� �� a � P ' .,� '�.��. ;`- `*�u'� �` �;-�T �_ ��a� .��.€�.�u,t��e..��F: Name. -_ _._.... Q .S.. . . ..._. _.._. .. Mailing Address w_ _ _ V-6 . 3 r1....... Il rv� ..3 b_. ( t�►' l_.. l �IIC, _. __.. Phone# Email .....�._ ._ ._ . ..... 3...�...._.3Z�.. .��-1� . ..._..._ ..... . _ r.ate .` DESCRIPTION OF`f?ROPOSED CONSTRUCTION " New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other r0NAM r N% ') Irk O&A w, $ (00{ 060 WIII the lot be�re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes LSAO 1 �P P TY INF M �: . . Existing use of property V ���d�.nb�� ' m Intended use of property: us, du Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. h A d oWperjcontrator/desigC rrLii ; e n profess�ona)is responsible for ail drainage a'ntl storm water issues as provided b x ' fn' .s �, rc� aF� " ,5, .: E�� - ,tc, to�,.,Rc r r,f,:;p w..�a> ,y .: Chaptgrk236 of the Town Code„APPLICATION IS HEREBY MgDE to the.BwldmgxDepar ment for the issuance of a>Building Permit pursuant to the Building2one-, Ordinance of the Town4of Southold,Suffolk,County,New Yof. and other applicable Laws Ordinances or Regulations,fqr the construction of buddmgs„ additions,apwptions oar for remoiral or stlemohtlon as herein�descnbed The applicant agrees tocomply with all applicable laws ordinances,builtling code, �oustng code and regulatrons and tq admit authgnzed inspectors on premises and in'building(s�afor necessary inspections False statements made herem:are '"Pun ishable as a Class A rtrisdemeanoK pursuant to Section 21U 45 afthe New,York State;penal Lai a.� ,fie. .� ,w:> ,� far Application Submitted By(print name): Jo�SU P001� L�'Authorized Agent ❑Owner Signature of Applicant �^ % Date 1 I Z 2 Z STATE OF NEW YORK) SS: COUNTY OF ) 00 GUMS S 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ":ty\'- (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. Sworn before me this day of�_ �x , 20sa Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) as o I, r111\A residing at �U1' 1 1/1LIC— do hereby authorize )coon ���h��JY�S I��/1�(IY�� Podlo apply on my behalf to the Town of Southold Building Department for approval as described herein. O ner' gnature Date Print Owner's Name 2 M jKm mvAT 1E]K, Scott A. Russell SUPERVISOR NIANAGIENCENT SOUTHOLD TOWN HALL-P.0.Rox 1179 1 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 5k CHAPTER 236 STORMWATER MANAGEMENT REFERRAI, FORM ........... ( APPLICANT INFORNIATIONITO BE COi\11PL1_-'-1*ED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LAKGERJ — — — — — — — — — — — — — — — — — — - - — — — - - — - - - - — — — - -_ APPLICANT: (Property Owner, Design Pi-ofessional, Agent, Contractor, Other) Ni AM E: ILL Date: A Contact Information: K6(f� 01 . . .......... it%1,."41 e!01"m 14"mint.1 -2 Pl-operty Address / Location of Construction Site: ,q) recA L &C.T.M. 1000 section Block Lot .............. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPAkTNIENT - — — — — — — — — — — — — — — — — — — — — — Area of Dist urbance-is less,than I Acre. NoS.P.D.E.S. Permit is.Reqitit-,-d! [3 - Project does Not Discharge to Waters of the State. No ST.D.L.S, Permit is Required [3- Area of Disturbance ,$Greater titan I Acre Runoff Discharges Directly to New York. I'HE APPLICANT MUST oB-rAIN a SRD.11`;S. PermitDIRECTLY. From N.Y.S. D.E.C. Prior to Issuance of a Buildinq Permit. -e t -ee nce �Storw--.�atci- R [3 Ai of Disturba, j"ea.ici, titan acre I -V THE APPLICANT MUST OBTAIN waCIS of the State or New Yo: 'I-owils MS4.5yhtem5 io Sp. )E,S,Permit through the Southold Town Enq.i.neen0 Department Prior to Issuance of a,13W1diq9Permit. Z_ IZ,3 Reviewed fly. F., ved Mejia, Evelin From: Kim Dezelic <breakwaterestate@gmail.com> Sent: Sunday,July 21, 2024 3:05 PM To: Mejia, Evelin Cc: Jarski,John Subject: [SPAM] - Re: [SPAM] - 105 Mill Road- FENCE around POOL(near porch) Hello Evelin, Thank you for being so responsive! I really want to work out a plan to use the EXISTING WHITE FENCE on the deck ... So that it will match the rest of the house- I try hard to honor the NATIONAL HISTORIC LANDMARK status and be accurate - and NOT change the look(or then the historical society will be knocking on my door) I am happy to come in person and talk to John(with photos) I plan to remove the existing white fence - And put pieces under it(like 4x4)posts -to RAISE IT to 4' t would that be CLIMBABLE ? I am not sure how"climbable" is defined by code ? The space between the spindles is a little less than 3 1/2" 1 • Me'ia Evelin I J From: Kim Dezelic <breakwaterestate@gmail.com> Sent: Wednesday�,July 17, 2QA', 1:26 AM To: Jarski,John; Mejia, Evelin Subject: [SPAM] - 105 Mill Road- FENCE around POOL(near porch) Hello John, This is Kim,I am the homeowner for 105 Mill Road. (Mailing address is 50 Breakwater Road) Pool area was just re-done by Jason's Pools. I did not realize we did not have our permit yet until Nancy was at the house a few days ago for something else and mentioned it to me. I am SO SORRY-I had no idea. Before we"re-do"the fence I wanted to run my plans by you to make sure it will meet your approval. I would like to make the existing fence that is on the porch 4 feet high rather than add more black aluminum fence below. To do that our plan is to REMOVE the existing fence- Add 12"of height BELOW IT- To do that we will use 4x4 wood panels And then the existing fence will be put back ON TOP of the 12"addition. This will be done for both panels(on both sides of the column). Given the house is a historic landmark this will allow this fence area to"match"the rest of the porch fencing. Will that work? (on, (� 1` `"�� �rI You can also reach me at 917-972-8936 <.J Thanks, *1 Kim Dezelic f' 1 I am getting estimates from two contractors-both are familiar with both you and Nancy. Will most likely use Maynor Perez. ATTENTION:This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. (1;� a Pa �� ;� � � �� a � , -� �: �► �� , .. r..rr �. �� . �, ;���-. .� ,,. ��'� ,� .., .. s�.,��, . �1, � � � r •,;�. '��1 �,� �' `� ,�j,I�► 4 !�-` w��._ _ } y� '. �' 2 OCCUPANCY O ,►' ;�;lii't USE IS LIKA3,'FU ITITHOUT CERTIFICATE OF OCCUPANCY ' � + 1 r�r?v(F.r ;;•x;atoF+:,' f7zAt•f� ' ' •-'' 1 g FIN", );,�I!•rbiAl_• Z_�t_9_i_o _!• .�• T* _ ntm rat 1—• { ern r r L. 7 b'1.3 f �} wfi,•G� ( I�•itt17. tj lJi av�°�'' „ f,; �' fir• It1 � � Kit) � �R Gµ C%'; uJ ' ,1'`• I, IC All 7( n Qo� 1 ' 5i 's. F VA I NI APPROVED AS NOTED N ,�— `JJ _: :...i,ik+,r)-)•- � Ez FE.: NO IFY RI,}ILOING [)F.FIARTMFN f 76,-1902 AM TO (( P[di "rUrl Ts•IE ��� i , �F�2.Lf31N1)C+G)lftfrrC7,+r)stiLlSt.i x f. f r Z o ' T F um..)AT10111 1�tV(}WEl1L!tnela cr.r :•!, / •1'S '.. •.' _X Q y� FOR POL`Rk4 GANtCRETF k?o A.CD 2. ROUGH • FRAMING C(t PLUWSING "Peao' iiAi '71 4. FI IAI. 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ASSOCIATES. ;'=, i +•IC:7)" . .11fIt.F'illjt)-A IiNriIFIGF:RIN(i%•IS•j'.I; i4y 4n''�f. 3 ; I , 1•nlrl ll•Ilennnn,llj,y, IIRIOatf1AMP790;14.'Y,4r...rl,Y• r '�' •• •I ) j,;;I'i 037.07e, III 1/11 I, IACt (1) ''S� Lrr 1 ) tAt171'm 1'It 1.,6 ) A IFlrll n ,;1T ' :If):(a10 .�')'.•,�,Jt' Ca i CERTIFIED TO. IDK MANSION,LLC. BOSTONNATIONAL TITLEAGENCY.LL C FIDELITY NATIONAL TITLE i<< c� LAND NOW OR FORMERLY OF JOAN 6.CARNEY 8 JOB NO.:2011,184 MIL TON CARNEY `'o• LAND NOW OR FORMERLY OF v � LORI L.BRIGGMANN 8 J RICHARD T BRIGGMANN REVISIONS: .t+niY�.._..s._1a'd•.-=_........-......�9SDO• 25`ACCESS EASEMENT t - � �a-rroti.t�•acn _ y \L �✓ to arw..r:t _L fatgp. CkKf Ot:` � ' 37,5�F } E I.'Q DS_ 63 a� _ � .� >. iICENS D3 �� ' g ro Tll isae' g :: -_ HANDS ON SURVEYING _ � _... .. . as tam• , 3 J ! 26 SIL VER BROOK DRI VE rn i I• `� t1.4 FIANDEP.S,IJEW YQRK z(/� /> / g � s ti oo o� TEL:(5311-369.8312-PAX.(631).3E9-8313 MARTIN D.IIANO L.S ____._ 58.i' y t� 72,903 SOFT.=1,674 ACRES nAli .' r % '?TT��l�7!2.'l1L'/.�U '�"_ R.Z39�J._1'Y. Z.f 1.2�✓���p¢y�wan " v :�.<-._..—._ ... �iirul lLI.:G.4:.✓ exit- ..Fr_ __...:. ��E„lll�t= nay. MILL ROAD 25.00.1 N87°44VO'W 297.00' ? 6 j S 69'04'40`W ��,(1 va v 588`0220'W O•S SU VEY OF a1,2v c�s� boo Ig zba A �m zs4ti -9� DESCR BED PROPERTY zm Xj m4 SITUATE AT 1� 0 ;�u Ir - +c) � a, (YlI1'�I�YIUYYI DF ��/C MA PC 1 < 70WNOFS UT OLD < 1 L SUFFOLK COUNTY,NEW YORK pl, 1 l i L I road p roper-,�/[ and 25' S.C.T,M,DIST:1000 SEC 113 BLK.03 LOT 7.2 MATTITUCK GREEK 1^ry �S ��,�© 25 13 0 25 50 75 100 125 753 175 200 225 1 vl ft r'c(r_- �r I` SCAt.E'1 =50' DATE:OCTOBER 20,20f 1 � . � . . \ . . FENCE � �HOUSE & \ » _ �W /g\y K _.. * j\ PROPOSED»,aPOOL RAISED PATIO eABOVE :s' -- . o_! 2 » : . ` P RAISED_o - } -A - : , °Aa s POOL�m_. . }[ k « (\§ k = /)} \ . § / . ( » .. : . . � PR ~ � PROPOSED P « . « . . . > , , 1Ez cLc. A _ v POOL FENCE HOUSE gnu ,a Py 4� a-- COVERED E P TI DECK z Z _ - o az �w w¢ a zw B B -,+ I.J Q o '101, �T d o wa m z Ao Lp PROPOSED 20'X 45'POOL w� (v ny) pool . _ • ,. a NN Q N m RAISED PATIO 12"ABOVE COMPLY WITH ALL CODE w. GRADE NEW YORK STATE & TOWN C ODES AS REQUIRED AND CONDITI IVS OF Is IN P SOUTHOLDTOUZU ` PPROVED AS NOTED SOUTHOLDTOWN INGBOAI RAISED PATIO DATE 4'I?J-a3 B.P.# '�q I 1 S ---- SOUTHOLDTOWNTRU. ~' ', A FEE:( 51 .. b BY �' N.Y.S.DEC w o : NOTIF co BUILDING DEPARTMENT AT Z a' p ?65-18 8 AM TO 4 PM FOR THE w w POOL EQUIPMENT FOLLO ING.INSPECTIONS: Q z p co 1. FO NDATION-TWO REQUIRED ELECTRICAL. W � Y O FO POURED CONCRETE INSPECTION REQUIRED 2. ROU H-FRAMING,PLUMBING, STR PING, ELECTRICAL&CAULKING N m w 3. INSU TION w o Q 4. FINA -CONSTRUCTION &ELECTRICAL U.) MUST BE COMPLETE FOR C.O. (� �� �� 1UJ C.) Z ALL CON TRUCTION SHALL MEET THE �m w REQUIR ENTS OF THE CODES OF NEW YORK ST TE. NOT RESPONSIBLE FOR MAR 2 9-;2023 a o DESIGN CONSTRUCTION-ERRORS. SuiI1tiGEP7 DESIGNER:DS . TOWN OFSOJ I-n 4no n - DRAWN BY:DS DATE'IMMEDIATELY" SCALE:AS NOT SCALE:AS NOTED 2023 NCLOSE POOL TO CODE SHEET PROPOSED PO N UPON COMPLETION „ 1 OF 2 SCALE:1"=10'0" e EXISTING GRADE LINE STEPS RAISED PATIO _ EXISTING GRADE LINE co POOL FENCE r o. U ' a ELEVATION A SCALE:e"=1'0" 0 • w POOL FENCE N Z 0 _ m ¢z POOL FENCE RAISED PATIO W O a� am EXISTING GRADE LINE _ co zw ow w -7 <D BO — Z Z a2 h;R ELEVATION_B SCALE:B'=1'0" 1"STONE 1Z'MORTAR BED. 4"CONCRETE PAD 3"WALL CAP ' Q F- o w INTERLOCKING BLOCK WALL w 00 Lo 06 FINISH GRADE w L O ' ���ii�/%�/i 1=I-T I ICI ' i• w � Y W 12"RCA BASE COMPACTED CU YQ w AND INSTALLED IN-6"LIFTS w F, Lii COMPACTED SUBSOIL ui N m H INSTALLED IN 6"LIFTS L H U Z w lit 1 WALL DETAIL o _ DESIGNER:DS DATE 312 2023 2 WN Br.OS SCALE: 1/2" = 1'-0" 0 SCALE:AS NOTED U SHEET 20F2 CC7 L 26 DEGREE SOIL forwaEsup to 8' Cambridge Sigma 8- • SRW Accessories 61 ` If used without the stamped engineering,the final determination of the suitability of.the contemplated use,and itti manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any°'h all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) ' software and have been analyzed for the appropriate facto of fety.®2013 Hardscape Technical Services.Sigma t3"is a trademark of Cambridge Wall Systems, Geo;:d, 635 LTDS or SRW 3 Series 1093 LTDS-Block Dimensions:8"(H)x 18"(W)x 12"(D) U.: F GEOGRID PLACEME ��, "CASE A"Fletalning Wall: •Flat Ground at Top of Wall • Grid is measured from the face of the oral ��•, �3 o •Flat Ground at Bottom of Wall n �? X 0 •No Suroharge on Wall Z � _ � � T3" NR' � G7 O. .... Ido Qe sad m� 2 6 3.• » r" ' ,o �T 5 � 0 0 O O o p[ [� $19° SS 0 4,6° 0 ...... Q Slbn �...43; ....... 5,3" �Q....i.� ........ C7 f� L 5 9• M 4q0' 4,0" 5,0a o l� 4, v �... 4,0" ° �....... 4," Q,De �..... 4,0� 4,D" �..... " ,v ....................... . f� 40 50 53 o r� �.......... R....... . �' r� ®,... . �..... o �..., �........ ..... -kJn. 0 ara'm P�, � �.. ,,.,.,•, e.� :... ew•re ewe® seers eeew. .�.. ee..e �..e. .eeeeeegl . - OrarnW AmounBuried__-i B. B' 8" 8° 8° 8° t .r ;r, (,Total Hgt wo ca 1,33' 2,00' - '2.67'- 9.33' .. 4.00' 4.6T 5.33' _ 6 00' 6.61' y t / p , (Gdd Sq Yd per to I'll_ 0.000 0.000 0.444 0.444 0.889 0.944 1.000. 1500 1.503 1.750 1.333 2.60 :.r._..< ,r, .,:,tt. J;Wdtataldepth _ - 0.00 0.00-- - _ 4.00 _ 4.06 . __ 8.00_- 8.50 9.00 . ._ 1350 14.25 ­15:75 :-'21.oD_ :: 24.00_ •: 'r"'' 't 'rt''`*`''"'` ia.= [d Black per;ln F1_. 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 8.00 8.67 [f Capper In F1' + .6667 6ti67 6667 _ _6667_. __._:6ti61_ - 6667 _ 6667 __ 6667 6667 ;6667 ' 6667 __ .6667 N r r) ;N f w F r:R. •See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT "CASE B"Fletalning Wall: •Flat around at Top of Wall • Grid is measured from the face of the wall. •Flat around at Bottom of Wall o •100 p f surcharge on wall • Surcharge begins one foot behind wall faring. C V s.awy" • 100 psf Surcharge is light traffic i.e.car or pickup O 0 R 7 6" .810" pj� 7,3" �........ 59 R........ II . I 3 _ ® 5'3° �........ 0 [�� 4�6" O 5'0� p ,�. f� 4�6" �......... 0 4 D [�........ 5,0. L�... o " I-I O O 4'9" �......... 0 4 0° �........ 4,0" 4, " CI.. 0 :q.4 " 4'Aa 0' S 4.. 5;3' t.enm. ewer• �� we® er.r w®®r •wee cep eeeee sr® �r - O' -1 e-U,t•v°r P P�p�r1�® 1 NLY L.:�uJ,1L- ;Iltc'Vlrna ;z ; �ArnaunlBuried_�.i 0" 8" 8° 8" 8" 8° 8" Total! iwo m 2.OU'_ 2& 333' _- 4.00' 4.67'; 5.33' 6A0' b.67' 713- 8,06' 8:67':--- MARr Q=iT r=L02311 L [Odd Sg Yd per In Fl; 0.000 0.444 0.444 0.528 0.994 1.028 1.526 1583 2.139 1.861 2.556 2.917 i,=0dd tlitq!depth__ 0.00 _ 4.OD,. 4.00 .__ 4.75_ ._ 8.50 , 9.25_ 13.75 _ 14.25 19.25 16,75 23.00 2625. `'t l`r -i' '-c•'"'"t a`.t t=. t Block per In f1 "1"t _ 1.33 200 2.67 3.33 4.00 4.67 533 6.00 6,67 1.33 - _ 8.00 8.67 .667 b667 667 6667 6667 667 b667 .6667c [i( pn !' 667d1�1�( OEP _ . - _ _ . . . -I _ _, , • . .6667.__ TOWN ORS01M,OLD,-- •See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT "CASE C"Retaining Wall: Flat Ground at Top of Wall • Grid is measured from the face of the wall. 0•Flat Ground at Bottom of Wall o •250 psf Surcharge on Wall • Surcharge begins two feet behind.wall facing. a l� • 250 psf Surcharge is heavier traffic Le.RV,large vehicle O 8 ya 9.3" Suroharg®� �'••• o. 77 JM�nubr tmId Sail 7onoBrOn.:Geogtld � ..k•Q''g" o 0 6i3" �.4 H 4 3 :.A'6' .. ; •..5:3... .... .. '6"..A b4:Q: ..9:0.". 4:0. 4:3::. :..A{6.". 4:0".rain Pim Leveling Patl; 1.IILU'll� 1 NLY IF STAMI'ED ENCLNrFRINC [AmauntBuried_ ] 8" 8" 8" 8" 8" 8" all8" 8" 8" 8" 8" IS R13QUIRED FOR THIS TotalHgtwa%ap 133 `-_ _2.00_, __. _�267.__._ ,.. _ 333' _... :___4.00' 4:61' .._ 533'_ 6.00' _ 6.61'_ - _ ,7.33' ._ II .,, 800,_- 8.67' rrTAINIrsc WALL E.GrldSq_YdpW[njFt 0_000 0.500 0.500 _ 0.944 1056 _ 1.167 1.722 2.333 2.556 2.194 2.917 3,361 - - _ _ -- Gpd total_depth '' 0.00 d_•_ 4.50..a _4,50-__-__ 8.50 _ __:n_ 9.50--. '.---_10.50___ __--_ 15.50 , 21.00__ 23 00.__-. 19 75 26 25 30.25 __ 1 HIS 1)ESICN TVJUST BE #Blo<k_perin-Ft_ 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 8.00 8.67 _ ._ STAMPED HERE BY A #(o_erinFl*" 6667" 6667 J i 6667 6667_ 6667 6667 . 6667 I` 6667 -__ 6667 6667 PP__ _; __- - :-- ----'----`'-__r -. __ . _ _ _. _._ -- 6667 .-_. b667-- _._,_ !.__e6_- LICENSED rNG1NEER See"Material Estimating"for Adhesive estimate. b GEOGRID PLACEMENT "CASE D"Retaining Wall: •411 Slope at Top of Wall •Grid is measured from the face of the wall. o O •Fiat Ground at Bottom of wall •No Surcharge on Wall 0 810" 0 0 .. . �......... 70" TV 6.3„ �... ... O 6,6" o III Relnfora•tl S•R Z•n• T. ••• . 0 0 l� 1 0 ..... 0 A b ....... 5'0" p...4,bn �.. ... 6,6" c•e rid •••••••• o !� 0 4 0" 4'3" 6 6 0 40 40 4 Q O 4 U" 0...4rQa 4,3„ .. ...• 5,6 ..a G,, so" ...... a "Nun' O Orala Pip•.' SRW 6ianular Letting Pad, '1 ®�®' Universal or 1 'W 3 Series Grid ONLY :1 8" 8" 8" 8" 8„ 8„ 8„ 8" 8" 8" 8„ H ST:arYIFFD ENCINEErtING TotalNgtwr/cnp --133' _.200' Rom_26T ' _ 333'._ .400 ;,--�_.. 4.67' S33 - 6.00'_. ,M_ 6.6T m.__1,.33 _ �_V 000 -_ 8.6T 1S REQUIRED FOR TIIIS GndSgldpetlnF1 0000 - 0444 - 0.444 0.444 - 0.889 1.000 1.472 YL583� 2.194_ 2.056 2889 . 3.667 t v - S__ ....__.� RETAINING wAt.I. GndtotDldepth ;_ -- 000 ,__, --.�4.00__.-. �___4.00-_�_ __4.00_.__- 800 _ 9:00__-_.__._13.25._ __ 14.25 lll'S0. _ w__.2600 ._._ L- _.33.00,:__. M-01@ per In Ff ._. 133 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 8.00 8.61 TI}i5 DESIGN MUS)'Lti * ^- _.. __.. _.� Cap per'Ln Ft ___.6667 _:,, 6667 _--_ 6667_-_ 6667 _ 6667,, _ _ 6667- _ _ 6667_ _ 6667_ 6667 - _ 6667 ,,6667' b667_ STAMPFI) HERD- BY A •See"Material Estimating"for Adhesive estimate. IICENSFD tiNGINEER. Geogrid:SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) If used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) ' software and have been analyzed for the appropriate factors of safety.©2013 Hardscape Technical Services.Sigma 8"is a trademark of Cambridge Wall Systems. 26 iDEGREE SOIL for walls up . . Cambridge Sigma 8 • SRW Accessories 26 DEGREE SOIL forwaUs up . : Cambridge Sigma 8' • SRW Accessories V It used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) . software and have been analyzed for the appropriate factors of safety.®2013 Hardscape Technical Services.Sigma 8"is a trademark of Cambridge Wall Systems. ." Geogrid`SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block,Dimensions:8"(H)x 18"(W)x 12"(D) GEOGRID PLACEMENT "OASE E"Betalning Wall: o •3A Slope at Top of Wall • Grid is measured from the face of the wall. •Flat Ground at Bottom of Wall o •No Surcharge on Wall 0 F- 8:6° o R...g:39 Q � o 0 t� " _ p ° �...6.4.. ED rteodarced sow t•"e [� O Cl .k:3'. 0....?... 8.3" ,9 6. ....0*-ndd'... .. o O ° �7 4'3' O 4,9. Q 6.0° 6 6' 1'6' [�......... o l� 4.3.. o....... ,; ° .4:4.' �.....4:4" ::3'�". �::::k'A". .. ?`4' �.. t~ISm. O Drain r4° r 1 Drariula lavEnp Pad �11111 :i,�-,•.r'G E' c:j�'h'[t:'�.(, tAntou64.Budtd._-t-- _-9" -- B" 8' 8" 8° - 8• 8° 8° f_Totpl Hg1_wq a%_- 1.33' - 200'_ _ 2.61'._ 3.33'- 4.60' 4.61' 3.33'. 6.00' 6.61'_ .- 7.33' Yd per In R? 0.000 0.444 0.444 0.412 0.917 1.000 1.667 2 518 2.178 2500 3.500 9.722 t;ad.,11.1,i_t :tdd Toldtplh__!--- _0.00 400 4.00 4.25 - .825_! 9.00 15.00 22.15. _ 25.08 _ 1250 _.3136 _.. :-_41.50 BlA per In fl ? 1.33 2 00 2.67 3.33 _ 4.00 4.67 5.33 6.00 6.61 7.33 8 00 8.61 - _; 113.r t E 19,; i a(al!pei_In FI�; _-_.6667 _ __ _ _.6667..._ 6667___ ,6667 . __ ,6667 6667 ;6667 ._ :6667-; -_ .6667 _ 8667 :. .. .6667`___ _..6667 :•v`;L'ii:_ra;(Ihd1,',:•. See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT "OASE F"Betalning Wall: o O •Flat Ground at Top of Wall • Grid is measured from the face of the wall. •6/1 Slope at Bottom of Wall 7'0' �..• 6 •No Surcharge on Wall o SUS o t� ca . �..... O O 63 •.... T6 - - . aeird°rced 5•il I°m o oo _�� `�j' ••••••• C� 0 46° O"510" p..../.. 5:9" ...6.3° �......... 7r6. 5'6" 1'0' o ' ° . ........p„pdd......... o O 4 0 O 4,9" 5 3° p J O .. 6r3° 0 � � 4�0• �....4.Q. ..4:4." ..4:Q" �........ 5:3. 519" �......... rr® sm® r rs® r eawo rw� e®as.e rs saa..® e'•r�se MbL po+�nPro• a ,,: Lv Qranu Lm..Pads . i.Amount,Burred. 8' 8" 8° 8° 8° 8° 8" 8° B" 8" 9" 10" -- - - L Tuial)fit rrn/cap ]___ 1.33'_ _ 2.00'_ .- -__2.67' _ _ ___ 3330' 4.000' 4.670'. 5.330' 6.000'_ 6.670' 7.330'• 8.000'_. _- 8_670' _ 'ii?i5, 59YdpgrinFJ Pm {_ 0.000 0.000_ _ 0.444 _-. _ ._ ..0.444 0,889 0.944 1.083 _ 1.718 _ __- _1.994 2.083 3.111 3.333 •l,.t::t'•Gt,,r:,Lt_: )Gtldf tal.dtpth_ ._ ..0.00 _c_ 0.08_ 4.00. _. _4.00 8.66 840 9.75 -- 16.00. - __-- 17,50_ .1875 28.00__;'_._ : 30.00 ' Li tllock per 1n Fl_J 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 733 8.00 8.67 Cop per In FI_Y_ .6667_ ._ .6667_ _ _ ,6667 _ _.6667 __ _ 6667: _ .6667_ .6667 _ .6667 .6667. _ _ '• .6667.. . ,6667_ -,6667_ rD HrY 'E 37 e. •See"Material Estimating"for Adhesive estimate. GEOGR]D PLACEMENT °CASE G"Retaining Wall: 0 •Flat Ground at Top of Wall 0 O •5/1 Slope at Bottom of Wall • Grid is measured from the face:of the wall. 0 0 4n •100 psf Surcharge on Wall • Surcharge begins one foot behind wall facing. o Surchara 9 100 psf Surcharge is light traffic i.e.car or pickup 0 0 7'3n ¢� R•6dorad Shc 7rid•I o . 6'3" ..... I� Q......... lam•. TV 4 6 OO 5,3n O QQ ,9n T6n ---- 0 0 C� = 5'3" 0..5 O Ell" ,n ........G•"gdd......... o ....... p 4 4 4'0" 1 Q.. 4 4 O 4 0 "4 4" 5;3" .5.'9." 6 3� 1.4.. n n n 7'6" .::..................:..: dmd� 0 Drab Prpe: ., Universal , es ONLY G6nubr Lw•Iing Pad' _',-' , I I ® I LAmovnt �8" __8" 8°. 8„ 8° 8" - 8" 8" 8" _ 9" 10" _ ., _ _�-- n•srntlrr:D ENc,INr:I alNc, TotGIHg'twoLmp _ _ 1.33' - , 2.00' 2.6T- _ ._ 3.33'_ :'__-_4.00' _4.61_ ; 5.33' 6.00' _ _ _6.6T__- __._7.33': 1s RFc2uIRt:u FOR THIS Grid;gYdperin_Ft 0.000 0.444 0.444 0.528 0.994 1.028 1.694 1.861 2.667 2.194 3.194 3.389 _ ---- --- --- t:1 PAINING MALL Grid totaldepih 000. ,_ _ 400, _ _400_ _4.75-__ ,__.._8.58 9.25_ 1525_a 16.],5 i,_ 2400____ _1..75 ' _L•_' 28.50-.. 3050 TIIIS DFSICN MUST nl: [OIRkperL Ft ] 133 ^-- 200_ _ 267 3.33 400 4.67 533 6.00 667 _ 7.33 8.00 _667 _ _ - )�(aPper.ln Ft". 6667__ _6667__ ____ .6667 ___ __,6667_____-_.6667 __;. _ .6667 .6667 __ , _6667 _ _ .6667- .'.6667 6____ .6667 STAPnrrn nrsRr ryvt� - , -- -- 1.1C E NS FD ENGINEER. •See"Material Estimating"for Adhesive estimate. GEOGR]D PLACEMENT "CASE H"Retaining Wall: •Flat Ground at Top of Wall•5/1 Slope at Bottom of Wall • Grid is measured from the face of the wall. 0 0 0 •250 psf Surcharge on Wall • Surcharge begins two feet behind wall facing. o 0md, 81.91 9'3� • 250 psf Surcharge is heavier traffic i.e.RV,large vehicle 0 •••• • O 0 �sa'g.- ,n ..4.3.n. . ' 0 0...8.4.. O 1'9" R*" Md Son zone a O I� 7,g" �..7;6" l� 0 1'Un 0 O Ll ........ ...... r 6.a. O O 6 6n Cow r 5'9 7,6n �.' CI 4,9" I,r����lI IJ.. ° u... ° O �....9:4° ®,..4:R° . . �:::4'?" �::� . �::.a9::� 7:4° 76° CCCIII woman T Min. . ffiftwom ........................ Q DrafnPlP•. , , r• , , , 1 ONLY Grunubr...n Pad'I n 'n �� ' - -- ---= LAmoum BurledVJ 8 8" 8 811 8. 1111 8° 8 8 8 __ 9 10" IF STAMPED eNGrtvraRlNc TotalHgtwG/cap 1,33 _ 2.00'__ ; __ 2.61'__ 3.33' _ 400'_! - -- 533' , _ 6.00' 1 _ 6.6T_~ 7.M! 8.00'____.;t __.0.6T IS R E Q u I R E D r o R Tills Lend Sq Yil per In Fi 0 000 0.500 0 500 0.944 1056 1.167 1.833 2.583 2.806 2.306 3.306 3.556 RE'I AININa waL.i. Grid totaldepih 000 _ 4.50_ 450 8.50 950!__ 10:$0 __ 16.50_ :_23.25_ _ 25.25._ _ _ ,_20.15 `t_ _ 2915 ,._L 32.00 1#81Gck per_ln Ft 1.33 2.00 2.67 3.33 4 00 4:67 5.33 6:00 6 67 7.33 8 00 8.67 THIS DESIGN MUST EE * - -- - '. -' -- -- -- - - OCap.per.lnfl�_ _ 6667___ _, _,6667__ __.6667__ ._: 6667_ _; _ .6667 __;<<_ :6667_ _ .;•__ .6667_ _ .6667 ,6667 .6667 _-__.6667 ,.6667 STAMFED HERE HYA •See"Material Estimating"for Adhesive estimate. LICENSED F;NCINCER Geogrid:SRW Universal 635 LIDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) If used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) software and have been analyzed for the appropriate factors of safety.©2013 Hardsoape Technical Services.Sigma 8"is a trademark of Cambridge Wall Systems. 26 ]DEGREE SOIL forwalls up . : Cambridge Sigma V • SRW Accessories , '$'` IF K M1 26 DEGREE SOIL forwaRs up . : Cambridge Sigma 8- • SRW Accessories If used without the stamped engineering,the final detemtination.of the suitability of.the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) software and have been analyzed for the appropriate factors of safety.®2013 Hardscape Technical Services.Sigma 8"is a trademark of Cambridge Wall Systems. ° Geogrid:SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) GEOGRID PLACEMENT •CFtloudtpla ([rna T m Wall • Grid is measured from the face of the wall •4/1 Slope at Bottom of Wall •No Surcharge on Wall o Blow f� C1 7,6w 5,6n Q ...fin 8..10... O O Q [ ..6 �.. = 6V ....... .... O..Brow. B.... ° Q.. 6'9w p„16 0 Q �.' o o Qp p C7 �7 4'°° �...9.p.. Q 9'0° - �. 4.4° Q .... �...6.9.° . �....6'9". �......... �...B.P. .. 8'9' c-mtu . ....•.••...••.......••.•• r�•a' waaa ash O:o.•an rns•' ' Y SRW 3 Series GridONLY Or•wLv lerefng Cad' ��� �� ' r r3": 8° B' 8° 0' ° B° 8" 8° 8° 9°-.,. Told Ngl CVO - 1.33' - - 2.00' - __ 2.67' - - .-333' 4.60' 4.67' 5.33'.. 6.00' 6.67' 400'_ : .. 8.670.&rid Sq Yd per In I 0.000 0.000 0.444 0.444 0.889 1.056 1.221 2.000 2.2503.556 3.089 4.Q08.00 : 9.50 .00- 18.00 20.2532.00 35.OD !S W-ISu;:,:r' U-';F tea �881ak petlnk�i 1.33 2.00 2.67 3.33 _ 4.00 4.67 533 6.00 6.67 8.00 8.67 C f(ap pe►Ln t= .6667 .b661 .666�, _- '.6667 .6667' .6661 .6667 ' .6667' .6667- .66 _ _ .6d61 ;,iC.a;SI_ + r.^:C+..<J;+.r:. see"Material Estimating"for Adhesive estimate. ` GEOGRID PLACEMENT "CASE J"Retaining Wall: •Flat Ground at Top of Wall a L�•411 Slope at Bottom of Wall • Grid is measured from the face of the wall. o •100 p:f Surcharge on Wall • Surcharge begins one foot behind wall facing. d vs.a.r° • 100 psf Surcharge is light traffic i.e.car or pickup 0 0 ns Rdn+«ceas:rL°e Q 0 �0 (� 6'9" ® 76 �...BA.. O l�--7I /qq B........ ED ll�_7 L�J...:I,i.' O ,w H 7 .......a. �.. 5'9° S ........� ;........ f� 6 9 p....:.. O 6'0' .6 9. 0 _ oo w ,w ...... C]......`. �...4 B° . 4:4' ,bb O..6:p'. :kt9' ® ..P:p° B:9° . ........ o �...:.. �........ o �......... �. �::. ... �... �:: 6'0.Tn "' r� t•Sri r®D iiY® ®11•i ivr ®il/1. MSS !I® ®f�i !1!® tl�• f,Drain Fr° . Dranydar r.•,w4n9 tad "� , �'f � ' ' IF si ^•„�Ec r :�ivrr.tzJr'� ; r AtnouN.Burled_.�i 8' 8' 8' 8° 8° _ 8° _ 8° _ 8' 8° 8° 9' _ 10° ,!r�F°trtrt:F;tr''rr:Is lTolaltlgfwo%op L33' 2,00', 2,61' - - 3.33' _ _4.00 _. . .J-4'61_'- _._533'. .- 6.04' _._ __ 6.67' - 7.33'. .1.00 , °_ 8:6T;' [fired Sq Yd;per In fl 0.000 0.444 0.444 0.52E 0.944 I-A l l _ 1.861 2.028 3,000 2.500 3 556 3989 _ (Gnd lotalA601� . _ .6.00- 4.60 4.00-_ 4.75-- 8.50_, - --10.00 16.75 „ _ 10.25- 27.00. 12.50_- 3100 (�i-Block per 1n F1 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 8.00 8.67 5r: =1-t'�raK rr? ietapperinfl_j- - ,6667 _ .6667 .6667'- .6ti67 .6667 .6667 .6667 _ - .6667 .6667. 6661 ;6667___. _ ,6667_ t it t`aS!Ll) a,tN11,R, •See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT "CASE K"Retaining Wall: •Flat Ground at Top of Wall •4/1 Slope at Bottom of Wall • Grid is measured from the face of the wall. •250 psf Surcharge on Wall • Surcharge begins two feet behind wall facing. 0 9'3" Surwrga • 250 lisf Surcharge is heavier traffic i.e.RV,large vehicle o • •• 0 0 0 �...a'?" a•Inrorud SHI Zon• o ' n 0 0 0 e;4° ......3 p 8.ya H - lh 9.4. o rn ," ........GPugdd......... O .. .• - ,16 '• 89" 6.9" �.. 1 0 19.. . H H 5'6" 6r0. 6'Q° TV �.... �. ............ 0. �....4:!•" _ �:..9:4" �::: :: _ �., 4:4" �...9:9" :;:5:6'. ::6'.4° _ �::::a'9° ....e'o° �....8'.� 8"Min. . .. -. �•• O Drain Pipe- ® Zil gib GmnularLweling Podgy til'•11!alWl:L� ' ' Series I S'i'An'trEr, F'.NGtNEfRtJJG {Amount8uried 8" 8" 8" 8" 8" _ 9" _ 10" IS REQUIRED FOR Ttlts TotDlligtwo%lap E___ _1.33� Y.00' _ 2.6T ~, 3.33' 4.00'�-,_ 4.67'_ L 5.33' _ - _ -6.00', . _- _ 6.67'-- - - 7.33' _: 8.00'- _ 8.6T- Gfld 5q Yd per Ln Ft 0.000 0.500 0 500- 0.944 1056 1.250 2.000 2.833 3.139 2.583 3.639 3.944 RETA1NtPJG lNAL!_' - - -J ------ - --- -- ---- -, ._ .- ._. _ _ [Grid totaI'd epth_ 0 00_ _4:50 4 50_ _ 8S0 9 50_•___h 11.25 18 00.._ _ _2550 28.25__ 23.24 32.75 � 35,50 THIS UFSIGN MUST PR [kklockperinFt�] 1.33 2.00 2.61 3.33 4.00 4.67 _ 5.33 6.00 6.67 7.33 _8.00 8.61 s'r MnED itr.Re FVA 9(aPperinFt ; .ti667 _ 6667 6667 .6667 _ 6667___ 6667 -_ .666T__.__. .....6667_ 6667_~ _ Y-6667_�1 .6667 4_ V:6067 J.J(E.NSED ENGINEER. See"Material Estimating"for Adhesive estimate. _ a y GEOGRID PLACEMENT "CASE L"Retaining Wall: •Flat Ground at Top of Wall • Grid is measured-from the face of the wall. o O • Slope at Bottom of Wall No 0 0 " 0 9 D" 10'6"•No Surcharge on Wall o 0 0 �.. l� IWnfomM Soil Z. � o g 1D:6" O 6.6^ o y,Dn ....... pp 7 3 p 9'9" 810 ........Gwgdd.. O O ,n" ...... O ��I .. I�� ....... 4.. .. n n ...................... :,. ..... . �... 0"Min. O Drain Plp•. ••I "ClAl mom,Ell allyfic .-. Gronuiar L•vNing Pad, , IF STAMPED ENC NEERING ComDaniBUded_] B" 8" - 8" 8" 8. 8" _ 8" - 8" 8" 8" 9" 10" - -- - --- --- - - - --IS REQUIRED FOR T111S [TotalHgtw%ap � 1.33' _ 2.00' 2.61' _ _.y 3_33 _ 400'.__ ._. _4.6T _ _ 5.33'-- 6.00' t._. _6.61'.__ _ 1..33'_•_ ;__.. �8.00' ��...��8.6T ... F6r-i(NYd,perjrtffj 0.000 0.000 OA44 0.444 1.111 1.278 1.444 2.417 2.667 3,000 4.333 4.667 - RETAINING WALL.' --- - -.___ --- t' _11.50_ ___ 13,00 __21:15 _ 24.00 _21.00.__._:_ 3900 ._ 42.OD: _ Tlits DESIGN MUST PEBlockpeitn.Ft_} 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 B.00 8.67 STAMPED HERE BY A t (apperinft" ^___6667 66ti7 __e 6667_--=._..-.6667._.__ _._._.6ti67 _.._•:. _.6667 __:.___6667___.._a._ -6667. ?;-_.6667 ,6667 LICENSED ENGINEER See"Material Estimating"for Adhesive estimate. Geogrid:SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) If used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) software and have been analyzed for the appropriate factors of safety.©2013 Hardscape Technical Services.Sigma 8"is a trademark of Cambridge Wall Systems. DEGREE26 . . Cambridge Sigma 8 • SRW Accessories �, . W 26 DEGREE SOIL . : Cambridge Sigma V • SRW Accessories if used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) software and have been analyzed for the appropriate factors of safety.®2013 Hardscape Technical Services.Sigma 8-is a trademark of Cambridge Wall Systems. Geogrid:SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) GEOGRID PLACEMENT 'CASE M"Retaining Wall: •Flat Ground at Top of Wall 3!1 Slope at Bottom o}Wall • Grid is measured from the face of the wall. � • •100 pst Surcharge on Wall • Surcharge begins one foot behind wall facing. 191Y ems" arg. • 100 psf Surcharge is light traffic i.e.car or pickup 0I Cl ...... C� 9`�" I4.nlnced Sot Inns O O I_J,�7' Q..8.9.". �,•.9 �..91Q. o Q 0 5/9rt �....616e �.. .4.. " f� Cl �. ......... o C� O 56, 1�....... 1,3" p� 9,9° O..1Q... o O �......... 0 O 6'6" �(....... CI...e 0" M O...... O q,9e 90 .. �...4:9.1. �..,9:4". �.... .. 5:4. 5'9" a,ae 73° 6 p9" lq.b" p Q, Cl. ®.. .. .... �....... �... .........::....::........: ®. ...� •...s ® .Is® ® ® ® 1� 11w. el...w 6"F1h .o omw PIP.•. _-- - --- eronWrle" 9Pad U�n.,. m u �����®' 1 �� ___ _ .��, e e r . . . . rt " . e +;: y-r;,�ti-}n E`i;i?.i •;r=r: _r,tc, �MwgntBuried- B _ _ 6 B _ - - -8 _- - --_ 8 - - 8 _ B° 8 _ 8 _ 8 9 10 Told)Not*/mp .� - 1:33' 2.00', 2.17'. :- 3.33' 4,00 4.6T 5.33' 6.00' 6.67' Y& ._ : took '167'.'is P L�LIIREI!FOR TrDS - - _ _ Gdd Sq Yd.per lrt f1 .0.000 0.444 0.444 0528 1.111 1.278 2.161 2.417 3,556 3.000 4.333 4.667 Gnd total depth _1_-, .0.00, _ 4.00 4.00 _ __ 4.75 10.00 11.50_ _ 19.50 21.75 32.00 _ A7.00 : __. _39.0U ' __ . 42,00 it l t 5 D 6 S1 C, Q0",V 1.- C Bl4p-er to ff_1 1.33 zoo 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 8.00 8.67 .`� L.A�dP_P?� -fl__'�. . .6667 .6667_,.. _ - -.6661 __. _.6667 _ ..6667.„_ .6667_ .6667 - .6667 _ .6667 _-._. :...6667 _, ,,b667___; _'.6667•'_.__ 9;;t r} :lu i?,r r.,t. •See"Material Estimating"for Adhesive estimate. ` GEOGRID PLACEMENT "CASE R"Retaining Wall: •Flat Ground at Top of Wall • Grid is measured from the face of the wall. •311 Slope at Bottom of Wan •250 p:f Surcharge on Wall • Surcharge begins two feel behind wall facing. O smawsa V • 250psf Surcharge is heavier traffic i.e.RV,large vehicle 919. TT nad.�ea saa an. . _ 4.0.. 0 '6" 911 a...7.:4° B' II [� A ....... o C! O 6'6° O [� 80 10'6" ... 7'3• ........ � 919, (........4'6 4:6.°_ :4R". :9' �.. . ::b'�.. '.I.° ..:9 4,........................ ....... �... �:. �... .� � ��Onn�dar l...L.y Pad L Amoua►Burled.,; 8° B" B" 8" 8" 8° B" 8" 8" B" 9° 10° �r�7r- 4:.� {TotalNgtyro/cdp 133'. Y.00'_ 1.6T _ 333 - 9Q0� 467 533' 6•00' 6.6T 1.33'_ ..,_ 800'. 8.6T I-. °:',t» *•:r +_nd Sq Ydper In,N; 0.000 0.500 OS00 0.944 1.161 1361 2.222 3.250 3.556 3.000 4.333 4.667 G t, T ALJ_: - ---- - - - - - - - iGrld.fottdeptb__ ._. 0.00 4.50 _ 4S0 _ _ 8.50 16.56__-_ _1225 20.00 - _ _ 29.25_ 32.00 27.00 34A0___- _.--- 4200 16". IUlSI 3t j1_811Agerin.ft__ 1.33 2.00 2.67 3.33 4.00 4.67 5.33 6.00 6.67 7.33 B.00 8.67 HE;t W1 F(dppit�f 1 _ 6667 ,.6667- _ 661 _ .6667 _ _..6667 .6667 .6b61 _ .6667- _ .6667 ;66'6 7_ _: .6667 ':� .6667 1::L ;t °_ '_?i B ti. •See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT "CASE A"Retaining Wall: •Flat around at Top of Walt • Grid is measured from the face of the wall. o •Flat around at Bottom of Wall � •No Surcharge on Wall = 6.9e l� � 616" �.... . 0 ReURorc.a SA�.•� 0 6.D 0 0 ...... o.. 5r6r � 5,3e . o S,De �......... S.D. �.... rla.......,. o 4'0' R....I... 0 R... .. .. O 4 0 �....4:4.". O 4 0, �...4 0e �.. C� 4 6e �...5..... .. . ....,. cssn. p wain r4. ®.. . �..... . �... t J.. ..... _ �......... 5'0" 5'3' eXra;.rF.t:^t`Sr; AtnountButied 8' 8" Be 8" 8e B" 8' 8" 8" 8" 8• 8" IS it .tl r,r D 1 ON't 1. {TolIol, t_Yro/(op-1, .. 1.33' 2.00'- _ . . _-2,6T _ _ ,3.33" 4.00' 4,6T - - ' -- 5.93' - 6.00'. 6.61' T,:i;il:';S C;.'.LI: CcrldSuvdpH: fl] OA00 0.000 0.444 -- 0444 0.889 0.889 0.972 1.444 1500 1.661 2.389 2.500 L, ;,Gild lot ul depth 0.00 . 0.00 . _ 4.00. _ 4.00 8.00 8.OD,_ 8.75_ - . 13.00 __ 13.50 - 15.00. v.41S0 . 2250:'_ Lrt Blrxk pe►Ln FI 2.00 2.67 _ 133_ 4.00 4.67 5.33 6.00 6.61 1.33 8,00 8.67 G L; k r;R£t;'r p Cap pu In Ft"_ ., ,.6667 _ 6667 - 6667 ___: _ _.6667_.. 666)__ _ _ .6667 _ 6667_ 6667 .6667 6667:_ __ .6667_ _ _.6667. iA C L PL S L i> C NI C I Q L iAi. .See"Material Estimating"for Adhesive estimate. GEOGRID PLACEMENT- "CASE B"Retaining Wall: •Flat around at Top of Wall • Grid is measured from the face of the wall ® CJ •Fiat Ground at Bottom of Wall . Surcharge begins one foot behind wall facing. o •100 psf Surcharge on wall g eg g• p TV ��oe • 100 psf Surcharge is light traffic i.e.air or pickup o O O L 0....7'0' ""•"' Reii+Nrpd6al7sn• O (Q..6'Y� 0 O 0 �...6.9 0 4r9. ... ��• 5'3° ..9'4" u v 4rDe 4 3' ....., 5 D, t_J...Sr9. �.. 0 l J o r��r' ... R ..... ,e O O r e 4�AI �...4:f!. r e 5r3v 4r3. ... 4... 5... 6'Mho i �EVIVMX r 1 -.. OnrvrEii lervlGg.I�E. •r�i , VI .r �������® ' I �� I_AmouniBurled_ 8" 8" 8' 8' Be 8. Be 8• a. 8. _ _ . _- - 8• _ 8• 1.00 26T 3.33' 4.OD'r _4.67'-_ 5.33 6.00 6.67_ - CO 867_ r r 6rMSq Yd-per ln.Ft j 0.000 0.444 0.444 0.412 0,889 0.972 1.412 1028 2.056 1.750 2444 2.694 +_Grid lotul.depth _ _0.00 -__. - - r:r.r:?t�;;w�..,;r.t_: ---•- _ 4.00- ----- 4,00 ---- -- 4.25-._-- - 8.00:---- -- 8.75--- -13.25-. - -- 13.15. ._: _ . 18.50 - -- _: 15.)5 .-.::--'22,00 • �:__ -•24.25�:___ t_Bfak per In ft _} 1.33 200 2.67 3.39 4.00 4,61 5.33 6.00 6.67 7.33 8.00 8.67 rat : ut: tca;•;tm�sr 13c Lf(aFlK►lnF1'+ _ .6667_ . _ _ - _,. .6667 __-_• .6667 :_ .6667-. _ _,. .6667 _ __.66.67 - - 6667_ _ __ .6667 _ .6667 _ -- _ .6667 .6667 _ 6667, S'i A?.'F Ea)I 1 ci P.L i.Y^. .See"Material Estimating"for Adhesive estimate, Geogrid:SRW Universal 635 LTDS or SRW 3 Series 1093 LTDS•Block Dimensions:8"(H)x 18"(W)x 12"(D) If used without the stamped engineering,the final determination of the suitability of the contemplated use,and its manner of use,are the sole responsibility of the user,and the user expressly releases HTS,SRW,and retaining.wall unit supplier of any and all liability that might arise as a result.These designs have been performed with National Concrete Masonry Association(NCMA) software and have been analyzed for the appropriate factors of safety.®2013 Hardscape Technical Services.Sigma 8-is a trademark of Cambridge Wall Systems. Ca 2N • DEGREE S 0 1 L for walls up to 8' Cambridge Sigma 8" • SRW Accessories