Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-111.-1-24, 25 & 26
OFFICE LOCATION: h0��of S® y®�O MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y ae Southold, NY 11971 p yO@ Telephone: 631 765-1938 N% LOCAL ,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM �To: John Bredemeyer, President Town of Southold Board of Trustees From:, Mark Terry, Principal Planner LWRP Coordinator —Date: April 13, 2016 Re: Local Waterfront Revitalization Program Coastal Consistency Review for Wetland Permit for ANTHONY CAMPO SCTM# 1000-111-1-24, 25 & 26. The Zoning Board of Appeals issued a variance (6411) for the action on November 2010. The decision has since expired (See section 280-146 (B)). Mark Schwartz, Architect on behalf of ANTHONY CAMPO requests a Wetland Permit to demolish existing dwelling and construct new 1,650sq.ft. two-story dwelling with a 1,572.8sq.ft. wrap-around deck; abandon existing sanitary and install new sanitary system with retaining walls varying in height from 2.5' to 4.2' above grade; abandon and remove sanitary system to existing shed which will not to be replaced; and install gutters to leaders to drywells on the dwelling to contain roof runoff. Located: 1165 Haywaters Road, Cutchogue. SCTM# 1000-111-1-24, 25 & 26. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. In the event the action is approved: Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater.wetlands. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The adequacy of the buffer depends on the following factors: 1. Potential for adverse effects associated with the use. Uses such as those involving hazardous materials, on-site sewage disposal, or mineral extraction have high potential for adverse effects and may require substantial buffer. 2. The nature and importance of the wetland and its benefits. Substantial buffers may be necessary to avoid adverse effects from adjacent or nearby uses based on the nature of the land use and the characteristics of the affected wetland. 3. Direction and flow of surface water between a use and adjacent or nearby wetland. Buffer widths may be reduced in areas where drainage patterns normally do not lead directly to the wetland and where adverse affects on the wetland, other than those due to runoff, are not likely. 4. Buffer width necessary to achieve a high particulate filtration efficiency of surface runoff as determined by vegetative cover type, soil characteristics, and slope of land. 5. Other management measures or design alternatives to protect wetlands from adverse effects where site constraints do not allow sufficient buffer width. E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided. 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. 3. Maintain existing indigenous vegetation within buffer areas. The site plan shows a non- disturbance buffer, however, the limits of the buffer are not clearly shown, is the landward limit intended to be the "limits of clearing"? It is recommended that the Board clarify and memorialized the location of the buffer and the activities permitted within the buffer area. Note that the non-disturbance buffer should not be located in the right- of-way unless proof of abandonment and ownership has been submitted. NOW DISTURBANCE BUFFER -- a land area containing existing vegetation of varying widths located seaward of the "limits of clearing" depicted on the site plan titled Campo House, last dated July 14, 2010. Clearing and/or grading activities or applying fertilizers and pesticides within the buffer area are prohibited. Maintenance activities within the buffer are limited to removing vegetation which are hazardous to life and property, replanting of native, drought tolerant vegetation and establishing a four foot (4') wide access path constructed of pervious material for access to the water-body. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. E C, -, E 0� Town of Southold APR 11 2 016 t LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUC'T'IONS 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 si ' cant 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 explaahtM in detail, listing both sul)porting :and non- suy]aoorting 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# 1000-111-01'24,25,26 _ PROJECT NAME Campo Property The Application has been submitted to(check appropriate response): Town Board 0 Planning Board❑ Building Dept. 0 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: Demolish existing house, construct new house with new septic system and drywells for roof runoff. A'_- I ITT �r MARK SCHWARTZ & ASSOCIATES _ u28495 Main Road•110 Box 933-•Cutchoguc, NY 11935 -- ---�-------- ----------j-- — 631.734.4185 Iw���+.mk�architcct.c:om March 22,2016 Southold Town Trustees P.O. Box 1179 Southold,New York 11971 Re: Additional info for Campo Property 1165 Fishermans Beach Road Cutchogue,New York Dear Trustees: 1. The footprint of the proposed two story dwelling is 1650.0 sf 2. The wrap around deck area is 1572.8 sf 3. Proposed retaining wall height will vary with varying grade heights.Top of wall proposed at elev.9.5. Grade at wall to vary from elev. 5.3' to elev. 7.0'. Exposed wall height to be from 2.5' to 4.2' above grade. 4. The abandoned septic to shed will be removed as indicated on Site Plan. 5. All work on the existing shed was completed with necessary permits and has a C of O. No additional work proposed. Please call this office if you have questions or require any additional information. jSincer 1 , i Mark hwartz Airmli��r \n+rru��i(n�t�tutrnf \rclutccturc m Location of action:1165 Haywaters Road (aka Fishermans Beach Road), Cutchogue, NY Site acreage: 0.585 acres Present land use: 11.8% Present zoning classification: R40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Anthony Campo (b) Mailing address:17 Seaforth Lane, Lloyd Harbor, NY 11743 (c) Telephone number: Area Code( )631-988-4022 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No ✓❑ If yes,which state or federal agency? 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,snakes beneficial use of a coastal location,and minimizes adverse effects of development. See LNVRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable The project entails the reconstruction of a single family dwelling on a previously developed site in a heavily developed community. Policy 1 is not applicable to the project. 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 0 Not Applicable The subject property does not contain nor does the project affect historic or archaeological resources; nor is the project _ ocl atedin ahistoric matitiime area. Policy 2 is not applicable to the project. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable To the extent that this policy is applicable to the proposed project,visual quality and scenic resource will be protected at the site through the protection and maintenance of the well-vegetated embankment buffering the developed portion of the site from the ti-dal waters ot Cutchogue Harbor and Hay—w—a—Fers cove. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria © Yes ❑ No ❑Not Applicable The proposed project is consistent with policy 5 via (3)major project comp en 1 -_upgrade,and--location of the existing sanitary system more than 100 feet from the wet lands to ensure effective treatment of the sanitary waste;2- Installation of a drainage system of drywells to control, manage, and recharge stormwater runoff; and 3-retention of the �� on a si e u ermg he eve ope po ion o e si a rom i a we an s,w is iso a preserve -periranently-bat-also-protected-€r aring-constraction-by a project-limiting-fence-arrd-staciced-haybates. 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 Project will be consistent with policy 6 for the same reason described for Policy 5; because there will be no net loss of wetlands; Te'statutory-and regulation requirements of both Town Trustees am NYS DEC will be complied sit -with Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [] No l r l Not Applicable The project will neither affect nor have an impact on air quality in the Town of Southold. Policy 7 is not applicable to the project. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No 0 Not Applicable As theroiect area is limited to the upland portion of the property landward of the top of an embankment, public access and recreational use of the adjacent coastal waters and public lands and resources will not be affected by the project. Policy 8 is not applicable tot the project. PUBLIC CAST 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. n ❑ YeO No 0 Not Applicable To the extent that this policy is not applicable to the proposed project. Attach additional sheets if necessary WORDING 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 TheThe project neither proposes nor affects water dependent uses. Policy 10 is not applicable to the project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LMW Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0✓ Not Applicable % The project neither proposes nor affects commercial or recreational fisheries or other uses associated with the living marine resources of Long Island Sound. Policy 11 is not applicable to the project. Attach additional sheets if necessary Policy 12. Protect agricultural lands-in the Town of Southold. See LMW Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Tha pmenct Sate is neither situated on nor adjacent lands. Policy 12 is not applicable to the project. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Q Not Applicable TheTnroiect affe .ts neither the us nor d velopaenf-pf energy and mineral resources. Policy 13 is not applicable to the project. PREPARED BY TITLE DATE REVISIONS: HEALTH 06;04/7010 DEPT. R. R� ON,,�oy r� MUM W �( G Y L rW V 1 Sc O PHOTO No. 1 PHOTO No. 2 PHOTO No. 3 O ,« s 4; w r> ct z R � DRAWN MH MS SCALE: NTS ]OB 4: March l7,2016 PHOTO No. 4 PHOTO No. 5 PHOTO No. 6 SHEET NUMBER: S-2 _11u �7_z;7,: _.- 1009,7 z _ to 2- 4 ,P 6 P I 7A( n9 c o co v, ------------ 10A(C) T QY ----------- am L 0 ow 28.1 I WO or" a Nn 2z b :2-UMC) 23 24 icy 16 71 13 1;A6C I J-4 CONtO 72 X, YgReo c)- W7 WO) 120A(c) SEE..No 99 MATCH UN 15 6 SOUTHOLD TION N NOTICE �wN COUNTY OF SUFFOLK K SE Real Property Tax Service Agency y F� A 12 V A,,) Moo P PROPERTY—P REVISIONS: HEALTH DEPT. 06/04/2010 I � Q U � a `M e n u iA G c yj. AJ J PHOTO No. 7 PHOTO No. 8 PHOTO No. 9 Q F � a Y 1 -INV . { L� d0x LM9Ye,r r+ C�.U �W ov, gt� 4 tow M t 6'i r f iF: 4a fir' s4s� fir' v h URAWN—MH.MS SCALE: NTS JOB a: March 17,2016 PHOTO No. 10 PHOTO No. 11 PHOTO No. 12 SHEETNUMBER S-3 REVISIONS: HEALTH 2010 Ask �� r � law- O N U � a a^ PHOTO No. 13 PHOTO No. 14 PHOTO No. 15 A o � a a a alb o < Icill a z -.w DRAWN• MH/MS SCALE: NTS ]OB# Mach 17,2016 SHEETNUMBER. S-3 r• SURVEY OF f LOTS 17 18 8c 19 SUBDIVISION MAP OF PECONIC BAY PROPERTIES , Inc . APPARENT FILE No. 786 FILED APRIL 15, 1931 x• \ STfR MARK ON 1012512 HAYW� SI T UA TED A T SNASSAU POINT 0� 0 0 JI- d TOWN OF SOUTHOLD I "SFT\ �.' F SUFFOLK COUNTY, NEW YORK 83e28'45„ E S.C. TAX No. 1000- 111 -01 -24 ca I I , o , \ I -- - PROPp 1000- 111 -01 -25 \ _ ��— SED—FILLINE AS PER FILED 1 1 5•4 6' 1000- 111 -01 —26 —X':71E LINE = _ S „ , I I , S — —=_- �-_ Z7°4g'00„ SCALE 1 =20 o � u E AUGUST UNDER WATER AREA a — — — - 82.73' OCTOBER 29, 999 ADDED 6PROPOS6 D CONC. WALL TO TIE LINE , 4 695 s FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS I LO 78 � � ��cyw \ �Q 0.108 ac. ft. N �nE LINE — '- =\ APRIL 21 , 2006 ADDED TOPOGRAPHICAL SURVEY F I L ND AREA =110,126 sq. ft. p� \��q� ` , I wo o sTE s TO TIE LINE 110.232 ac. � �R`2F�� ;�\P F 1 000- 1 1 1 —01 —25 � MARCH 5, 2010 SET LATH FOR SITE INSPECTION JUNE 9, 2010 ADDED N.A.V.D. 1988 DATUM \ APRIL 25, 2012 UPDATE SURVEY I I' APRICK RON BRICK PLAT. 1000- 1 11 —01 —24 Q) O AUGUST 14, 2012 LATHOUT RIP—RAP JANUARY 14, 2013 REVISE AS PER DEC I wood STEPS \\ �\ LOT 79 14.3' 5.3' w JANUARY 25, 2013 LOCATE H.W.M., TOP & BOTTOM BANK, & RESET LATH I ` J f \ \\\ o \v MAY 13, 2013 REVISE PROPOSED RIP—RAP W I BRICK PLAT. w FRAME o UNDER WATER AREA = 4,871 sq. ft. OCTOBER 20, 2013 STAKE SEAWARD LIMIT OF ROCK I BUILDING \ \\ Y O TO TIE LINE 0.1 12 ac. I WOOD STEPS 14.3' C) 4.00 91 WOOD DECK u 23.6' \ 3 e V • w I I _ (1 �? U I z Y I I \\ � v° CERTIFIED TO: I Q z EXISTING CESSPOOLS AS , o W CHICAGO TITLE INSURANCE COMPANY O m m � \� w � PER OLD SURVEY �\ \�� �J � Z o Y y N \ WOOD WALK `moo \ , Q 2 68' ,c�, �q FIRST NATIONAL BANK OF LONG ISLAND I m 11 1 3 m I 173.51' N cgtiT ANTHONY S. CAMPO 159.42' \\ \\ R= 126.g31 C ` ANGELA CAMPO 21 S 89°00'00" W A PMS J \ \ _56.,3 , w o I ry RoNOT) S: 9 OD STEPS o 1-1 W 1 . SNOW FENCING NOT SHOWN.A1TATE1O RqMo2g 9 2 o � UTILITY POL 3' 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) AS SHOWN ON FI SHERMANS R OA�) Sra � 3 co —WOOD KHEA LIL �J3 `''` A NOT OPEN FLOOD INSURANCE RATE MAP No. 36103CO164H p"`goo�F o \gW BRICK o? � . �\ GUY WIRE w `\\3�9 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 5 W00'00" I wy�cF 3 o 0 34 182.6 fR=93•g , pane st� N E - 3 RES �0 \ 3.9' WOOD STEP OVNEAD \OL�� \ Cv co 6.8' / Z — — 26.7 y 'r \ WOOD STEPS AL 5.3' OVERHANG 1\ 0 O y N 27.7' — �OS � � 0 J \\ 6.0' W W p W W WATER LINE W W���. S O 3 C113z \ o p HEDGE 1.5'N. \ c CI O o j \ c' 2 z F STORY o \o x' o c�© RAME o BRICK F M P v G O C �W \ W .vS9 HO(JS`E M y WOOD 37 PT. ��° !`�OJp�Q T°u c C m v \\ POST FENCE AIL o CHIMN gia 3 n 27.0' ���•o e ��PPv e �\ `� OVER 1str0RY WOOD WOOD WALL WOOD S7EP 06 a PSP < t' I S70Ry WOOD pE \ S �`oF�c�GE 9 / I P FS o I \\ \ \\ Qoss R 2c�0 C I \ \\ \ \ of V100' \ r\ WOOD STEP Iro LIP n n 1 \0 JF TEST HOLE �\ \ 6c y �F o j 1000- 111 -01 -26 U' LOT 7 7 \ cD N O °G� \ 00 AND AREA = 25,462 sq. ft. \ TO TIE LINE 0.585 ac. ~yc ��o TEST HOLE DATA 8N(0 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22, 2006) EL. 3.6' 9S V I q F'A PALE BROWN FINE TO MEDIUM SAND SP i I Z EL. 0.3' AL 3.3' ' m WATER IN PALE BROWN FINE TO MEDIUM SAND SP Z 4' �O log Iza I N.ZD1 oZLA N \� PJ I°= I S WATER IN PALE BROWN FINE TO COARSE SAND SW rn ' hto 10' PREPARED IN ACCORDANCE WITH THE MINIMUM GJ 1° STANDARDS FOR TITLE SUROVED A��R EDAS�R_t-ESTABLISHED BORTHE SLICHI USE A t l j$A_DOPTED LAND fo _..F._ Y____ TITLE ASSOCIAT �°}„ i J �.. AL d? l 1 Z L0 W '� MAR 2016 i 67 tA N.Y.S. Lic. No. 50467 UNAUTHORIZED TO THIS SURVEY IS A VIOLATION OF Nathan T afi t Corwin SECTION 7209 OFT THE INEW OR OATE Ill �.•., EDUCATION LAW. Land Surveyor • COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 MEETS AND BOUNDS TAKEN JOESPH 1NGEGNO REVISIONS: R- [,� *1e�1�( FROM SURVEY BY: LICENSED SURVEYOR TRUSTEES SET 06/05/2009 ORIGINAL SURVEY DATED: AUGUST 16,1996 DEC SET 02/22/2010 I I'.l1; ;-• ! Z PRbPERTY IS IN FLOOD ZONE AE(EL.S) DEC REV. 01/07/2011 AS SHOWN FLOOD INSURANCE RATE DEG/TRUSTEES 04/05/2012 _ MAP No.36103CO164-G DEC/TRUSTEES 05/17/2012 C U TC R O G U E HARBOR ^' S.C.TAX MAP No. 1000-111-01-24 1000-111-01-25 I - tJ 1000.111-01-26 M ® ® m .a I� M [DID CAMPO PROPOSED HOUSE ELEVATION VIEW FROM C U T C H 0 G U E HARBOR -. 15 ° S C A L E : N.T.S. , 11 ��' _'-.i 12 a w ,N ' I �o los 33,03 FUG PLAG STORMWATER MANAGEMENT REQUIREMENTS -- 1 11 III; ETLANONAS WHERE APPLICABLE(LIMITS OF CLEARING) gp p 20LA !__ '• I : �__ 33 0� E►NOWARBYN� oNsuLT 14 w ! 1•t>, �• --- 16 FEBRUARY 2"X2"STAKES , ° r _•- 22 LAG �.. 1 -- - , ., •'� W, 2'IN THE GROUND WIRE TIE pyo , ONp31�BIGH F� N ARK NTN w v } ) L90 N / , 10 E P\O G P E u' , I \ A ` + BALES BUTTED \3 0 + ti _ . ..__._ _ _ O ✓ ! O 1�p (o'�, TIGHTLY TOGETHER g I \� N \ I j �,w LIMITS Of P r/� NATURAL AREA T(p REMAIN Q a „ _. 07 0� 1 w ELAG o i I m CLEARING $ �• % ; °�P�� AS NONDISTURBANCE BUFFER z S+ 1 q �- LAND AREA = 11,503,05 s ft. �P�� Q ` U \ t - O 2 4 CA \ n1 LOT 18 �'� S "G W J� �� \,� �\ '• .i �.-.,....- ,.O � 5.6 �' 1000-1 1 1-01-25 �' ���ry � �� � � F" 1000 111-01-2ro' 1T+ v, '� x•SN CA O W r--I +� 0.5\05 AG.TO TIE LINE t � �t Z •A EFF w S� W V] LAND AREA v,25,462.14�sq. Vit. Io GLSAR�1�G O •�'1' Wo"pSTEP W$w NB R NG 0 I \ /" �, T .A O R� ovcanTas p n OS.:� / O F•' �••+ I OT 1, 17 1 d 0 s )cx P`^, x Neu Nw °z °'\, w`�-,\/ . ` 7 , \e 0 �� 1 1� i M� S-� - H ;.,• � A. ,P • 06 z 05 • ° + k f 24 w 23 ❑"~ 29Sr h r4 \� �,. VA 0V N Q z A �, - _...• o, tip/1 r ! I .� ._' ..� `v ,�� I G CESSPOOLS AS di .$l� •°o J ��/] '� NflYl OLD SURVEY TO �.,.5 N i 4l ° . > C(P ` y ` I -`•`." W`• EL.7.0; E EMOVED AND FILLED N V o W 28 ! PER HDS REQUIREMENTS% O. , \ NR 46 N l ;' Til ® W STRAW BALE AND SILT FENCE 30 29 = 11 `"'� ` \ W \ ~ •--- EXISTING FLUSH 38.0 LJ \ Z• '_ ' u 25,` .' WALK WAY gyp„ \ 7 C -4 '�; . o Q °1 EP+ EP " :. DECKo 0 36 yr s 1 -4 p Q W FLOW `� P O 4 2 STY. FRAMED HOUSE 71 �r � _;�1 -I `8°�' \� . 0 O `+' ,1N FLOOR: EL. 12.5' - N `;� nt T - 1111111 �1 1 \. 11111111 1 ' ° %• 10'min C1 , 111111111 1 , EXISTING Wf TER LINE CO SILT STOP ,1/, �`yI 10'min ,,,,,,,,� 1 TO BE ABANDONED °e 111 m C POST 1111 1Fj �y 1n1nn� 1 �, ! I> 9 t7 \y JV FINISHED GRADE EL 9.5' ,T 1 ' ,r N� , N CONC. �i 1r l ob+ 1 1 1 32 ,\11 EL.7.b' WASHOUT %; //��� tJ a D BACKFILL CLE ILL j"N6 '.`'`+• i'O ' O g , .' °t 400 u.YDS. �, 34 3g + +� 11.8' +o , t-i �;, Ut Lal a 1- 1 + +/ ;�\iR i 35 '� tT�\. 1 1 41 i ° + tri , ;.`;, >.' " .., STs r•� N DECK •- ! �., .',``,�r..`1'n<°. t. . t' a Q @ 2'O CgAR WATERPROOF CONCRETE :���. �,�. ++ u Q RETAINING WALL PER SCHDS yFa O �h'� ++ 48:3' - 1 r.. �. , q�n�.-`4aA' �2 es s _ Q NATIVE No.4 REBAR ; ` @ 2'O.G. op' FINISHED GRADE `° +06 � `'' \1�/ `� v c< n< . a a< ."+ + Q �v SOIL °\/ EL 7.i0 NEW A °c r c O MPST k . ` P.•.'4x°c "f . /` � Q .- D.W bY.V � .. .•p Plw. �eFp�•.• •,p e�� ,•.a.`;i4,: ,j• � ~a�.. � O RECOMMENDED MEMBRANE WATERPROOFING SEPTIC: " uukA3oNOTco uucrioN a �< ' O W r NEW `. SEPTIC SYSTEM SIDE ,!REMOVE EXIS 41NG`'s+�`•'•• E"{ Q TOE-IN ►, ` •.. ST: 4'X8' 1000gaI. SEPTIC TANK 2�3' °• D.W D.W. •{�ETAININGW LL" pu Q" z PRE-ASSEMBLED SILT FENCE 1 I p F�F,o XISTI p �-+ LP: 8 dia. X 3 dee LEACHING POOL �. I*•;� 72,0 °. �6EXISTING NE•e ° 4J '.'4�n'a '`.'a;�. ae t°a' DRIVEWA + 0..�.' • •. DP: 8 dia. X 3 deep DISTRIBUTION POOL rfi �� 03 9 REMAIN FINISHED GRADE:EL.95 p1!I 8" ? 'OF•�°a °p"W "'nF, .A,��-D....�,+ ••,-�- !2 m �TE� 1\ s_ c� J} O EP: EXPANSION POOL F EX�° , +�`• �, HOUSE a 6" CV lT \J A[C Q, 'A°- s x. Qv® V No.3 REBAR @ 12"OC �p4 r0 -S 01 V1 c 0 0 0 0 o INV.EL: APPROVED PIPE INV.EL: ---- - -- - - - > CUs 7- • MIN.PITCH: 8.0' INV.EL,: APPROVED PIPE INV.EL.: o 0 0 0 . F p� SOIL "4^ ,° .( 1©00-111-01-24 114" 1'•0" 7.5' MIN.PITCH: 73' in -, IF LEACHING POOL °❑ LEACHING POOL INV.EL g^ b 0 Q tis c �, c / '/ a o : LOCATION g I' r z" p•' J LOT 19 �S P SEPTIC TANK DISTRIBUTION POOL ?,4:3' ' 12" -� OF 5 PC101 SYSTEM- •r; „r» .. �,, ,: ,,•. •to r ��" G a 4° l.� .4`•` '1 ' 3'CLEAN s ,n ,,'. SAND COLLAR " .p- `0�` �� ''�" R9� � e�,° w m z i C • 3' GROUND WATER IGF PORT-A LAV TO REMAIN 111 EL 1.2 6 y ON ATE FOR DURATION _ c No.3 REBAR @ 18"O.C. F• uxi yA✓. N O OF CONSTkUCT10N %;//r - C'F'O _ -?, � w� ;/`5'T',(;// {'•) '-' P .�....-•...rte- - i 6• I '�2 �IePROPOSED CONC. RETAINING WALL DETAIa;' Ou .. PROPOSED EPTICSYSTEM DETAIL (NOT TO SCALE) (co cn O PERCENT COVERAGEDA v. $:I, V MAR 1 1�• SITE PREPERATION: DEC CALCS. AREA: AREA SOP CEWCOVEACEOF tE TOTAL TOTAL ROOF AREA: _ /y' ''/ �( O 1'•+ 1�f'1I 1 - 2O IU I AREA: m R w ry /2 bECRIP'T10N: SCTM!/ SCTMN uN❑c.❑EcnmuENrAkEA: ESTIMATED EXTIMATED '�'. o •+� 4S ' ft 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, TOTAL AREA: 1000-111-01-26 R.O.W. 1000-111.01-25 TOTAL:I1.."'-0,2' kO I,❑o-m-ol-2s EXCAVATION: PILL: 2200 SQUARE FEET -�/' , D° i" ©Ow CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY F-+ V z 'o N 2��2�/ 1I Lf) a; + _ i COMPANIES THAT THE AREA IS CLEAR. 45,704,89 SQ.FT. 25,462.14 SQ.FT. 8,739.7 SQ.FT. 11,503.05 SQ.FT. /'"O _ °' �0 OO PROPERTY: (1.049 AC.) (.585 AC.) (.200 AC) (0.264 AC) - - II '�-�p'b0C`�`,tk°: o' � �Q/ V F' 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES AT 100%WATER RUN OFF AT 2 RAIN PER HOUR: �q �tt�q,F 3•. LO-r 4 BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST p A< -�. `• (Y) T 4 BE DONE BY HAND. WETLANDS: -6,357.74 SQ.FT. -3,038.44 SQ.FT. -494.4 SQ.FT. -2824.9 SQ.FT. 368 CUBIC FEET (�9� 5 � �f.<p w 2j/ Q Z V m `U) ' ^ ...I t� .•t; 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. BUILDABLE AREA AND DEC: 39347.15 SQ.FT. 22,423.7 SQ.FT. 8245.3 SQ.FT. 8678.15 SQ.FT. Fp `,'�.^ A y,, o !Y? � u ,� u A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. (USED FOR CALCULATIONS) (0.903 ACRES) (0.515 ACRES) (0.189 AC.) (0.199 AC.) C] B).CHIP BRUSH. REQUIREDDRYWELLS: _.gF '.^�� 4a• m �+' �'�a "' TEST HOLE DATA C) REMOVE STUMPS AND HAUL THEM AWAY. ESTIMATED GROUND DISTURBANCE: 18000 SQ.FT. ;41��.,°'�,a•";, 33Oa � (5) 8' dia., 2' DEEP DRYWELL (OR EQUAL CAPACITY) 0 .'4-'0•.• 4 0 0� ' 4).RETAIN A5 MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL EXISTING HOUSE TO REMOVE: •868.9 SQ.FT. -868.9 SQ.FT. 205 " D Y > O SITE PLAN W QUALITY OF THE PROJECT SITE. (422 CUBIC FEET] ":}�°.' (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22,2006) EXISTING DECKS,PATIOS TO REMOVE: •1029.6 SQ.FT. •1029.6 SQ.FT. 1 > R ' 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE "A -". '" ` "4° TO A SAFE LOCATION WITH A FRONT END LOADER. EL.4.5' EXISTING BRICK PATIO TO REMOVE: •333.5 SQ.FT. •92.8 SQ.FT. •240.7 SQ,FT, 30 n°•`4'^•^4P, SCALE: 1" - 20'-�� 01 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION n h, r..'N ,,,r•��::�•,•` BENCH MARK PRIOR TO EXCAVATION. EXISTING STEPS TO REMOVE: •98.2 SQ.FT. •94.2 SQ.FT. -4.0 SQ.FT. ^r„ ul +'"1�,I;''° •+ 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL EXISITNG RETAINING WALL TO REMOVE: -13.0 SQ.FT. -13.0 SQ.FT. rLl •i N+' DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. Emil v-+«'• a PALE BROWN FINE TO MEDIUM SAND SP A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. ,E�1 'r,,:•r,`•�A' B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED : ,.+:•• OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. t• ,4 EXISTING ACCESSORY BUILDING TO REMAIN: 204.5 SQ,FT. 204.5 SQ.FT. .1-12.35% _ U FL 1.2' 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE AQ �y� 3.3' ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 EXISTING DECK TO REMAIN: 200.7 SQ.FT. 200.7 SQ.FT. 1-12.31% V O x (VERIFY SOIL CONDITIONS). U A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. x� Y WATER IN PALE BROWN FINE TO MEDIUM SAND SP EXISTING BRICK PLATFORMS S APRON TO REMAIN: 64.8 SQ.FT. 26.2 SQ.FT. 38.6 SQ.FT. .10.32-/.10.44% 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXISTING SHED TO REMAIN: 64.8 SQ.FT. 64.8 SQ.F-T- -10.7E%1- `OHO 4' A::�.;OQ 10)-DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; O N DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS EXISTING BRICK WALK TO REMAIN: 50.7 SQ.FT. 8-5 SQ.FT. 42.2 SQ.FT. 0-04°r610-51%1- � " [••.1 PRACTICAL il).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER EXISTING WOOD WALK TO REMAIN: 1093 SQ.FT. 46.6 SQ.FT. 62.7 SQ.FT, .10.56%1 0.72% C'♦ �.� UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY EXISTING STEPS TO REMAIN: 51.1 SQ.FT. 10.0 SQ.FT. 41.1 SQ.FT. 0.04% -1 0.47%TO THE ROOT SYSTEM.1F A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE WATER IN PALE BROWN FINE TO COARSE SAND SW CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED EXISTING RETAINING WALLS,FENCING,EDGING TO REMAIN: 170.0 SQ.FT. 106.0 SQ.FT. 64.0 SQ.FT. 0.47%1 0.78°/1- x �� V WHERE VEHICLES ENTER THE JOB SITE. v NOCTE: ADD ADDITIONAL GRADE ON PROPOSED HOUSE: 1650.0 SQ.FT. 1650.0 SQ.FT. 7.35%1-1- 640 OPPOSITE SIDE OF RETAINING WALL AT 5%SLOPE AWAY FROM RETAINING PROPOSED DECK/PORCH: 1572.8 SQ-FT. 1572,8 SQ,FT. - - 7.019/61-1- 2 WALL ON PROPERTY. PROPOSED NEW STEPS: 1931 SQ.FT. 159.4 SQ.FT, 0.71%1-1- ESTIMATED EXCAVATION:250 CU.YD5. (PROPOSED HOUSE) PROPOSED NEW RETAING WALLS: 142.0 SQ.FT. 142.0 SQ.FT. - 0.63-/.l•I, ESTIMATED FILL 130 CU.YDS. *LOT COVERAGE DETERMINED j t0' (EXISTING HOUSE) FROM WETLANDS(FLAGGED) REQUIRED DRYWELLS: EXISTING SANITARY SYSTEM TO REMOVE: 150 150 YO + ROOF AREA:1956.0 SQ.FT, /� s @100%WATER RUNOFF:326.7 CU,FT. C PROVIDE: NOTE: O PROPOSED SANITARY SYSTEM: 300 300 DRAWN: MH/MS(4)8'DIA.X 2'DEEP DRYWELIS ALL SETBACKS SHALL BE VERIFIED SCALE: SEE PLANO CAPACITY EACH:84.5 CU.FT. IN FIELD WITH SURVEYOR PRIOR TO #: TOTAL CAPACITY:336 CU.FT. EXCAVATION AND CONSTRUCTION NEW GRADE(TO LEVEL GRADE AT EAST SIDE OF HOUSE) 1400 JOB HAYBALES WITH SILT SCREENING TO BE December 07,2015 INSTALLED PRIOR TO CONSTRUCTION AS PERVIOUS DRIVEWAY 2900 SQ.FT. INDICATED.ERROSION CONTROL SHALL -, SHEET NUMBER: BE MAINTAINED DURING DURATION TOTALS: 7,373.8 SQ.FT. EB OF CONSTRUCTION UNTIL PROJECT IS (INCLUDING DRIVEWAY) 18.71/6 COMPLETED(PERMIT CLOSED OUT). S - 1 TOTALS: 4,473.8 SQ.FT. (NOT INCLUDING DRIVEWAY) (11,4%) 15.54%12.39%!5.57% 822 2087 REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 �';r••�� ) �( DEC/TRUSTEES 04/05/2012 ` - �'`'--•+`� C } DEC/TRUSTEES.05/17/2012 IBM - HE -'-IM J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lj,Y -yr - -- ---- ___.__.. __ -----."�. - — __� _ �T 1i _ _ I _._ -.,.__,__-_--P.,,.... � _ -.�.�.-+..-.>�ua=.�._..rr.r-•.r.. -� - -�•w�,rcrr-�-,.r.�-.r-.ccwrs..-...�..�. - s _T�_ I`— — -� ,-I L I �. L —i I 1_T ::L._SIT , , _Vao L._... -;..- r� .._�.�. �.;, d�`n•,3:���f, �_..L, _ ilL4" W O - — T--7 T - - _ _ _ - _ - _ _ _ - _ - .- � 1 _ J-��. � - T r`"',`' .-)(( 7r'-",sr' ,_,,,.Jf );r,� ,.... ,°t-,,��•1' -� ,..^.,r,.� t- t I;.::Z.,i,%' �::�,--- _ - `�:v:�S-.,:t�K�`-^.,i,.y J4.k-�%,�,ct,s, p.�r-..*.:t,..:%=r`'y-�'•�� v'�� -n:.,C y y _:�.'^`y. ,��..,...�- "� •'^'`� ...�11�;.../-�-•'_..r' j1� ,a7%�_ ��'..'~b..dt ,$, ".--'T< -_,�-' _�.r,..��y,�_ -- -_ - -•-.,., _ •, A'��„}` r ,���%2` 1� y`'� .!5..;,h`y'{`� g�'/~�,�.:-I"�l 1"� ,:f` ^.•-T 'f.,.t7S --y '✓9- y-� G/`,.._:'t,;,.....-ri`'^z'rr���-Y,_ ^"> �`''.'r".,_ ;i'`"•'' '.`'` ( k.,,,::�` t% ,. _. "< .._.._7' ''tt,•"a•i'�.--:1.1")"_ /"4,- 'n. "Y`�j S.._-s ''(' ''a.,' ....,,, li 1 is i.._�f, ,"'tri y , fl.-�^��'°�� �t.s✓ti,.+-\=�'A :�Y R )l` �i I7'�':�I .`.x',j "f'��_�,.n�.�s�f, '...�'S:-�1;� C.,Y, l( -^^ __/. �:��`- --,j /.%''' r �s� � � IlAA - -�� r� ;.�a� li 3. T �, � I �.-�^ lig;. -'� ,r ^X !<, p � ,c,.. .,./ --�r-u•,, `,.9"`i_ 4" ,JN,�.` {";,x,1> ;.�-;. Q �t.. / `t ��`' ,G:`-'~'!�'' ( "-� �`-TM_.r �•.�M1lf" 1 r "1�%'`- �'\.a �,-__�'v:,,>`'}N 4�.,�-- r,-,-,-, - *4 '�' S� -r��T; �tl' -�t, '-f�-'jv.�� ® C/] 1j�;°Y _: _ _ H i f FF:EL.12.5: µ ( ! t I, ( t 'i r <' l ,<` < r.:��< ,� ,fir/ ,�` ��;. ,,:Y, 1y '�✓`:;`. .y.,', ..%�; r'�'y.� ✓, >. sY 7. - - - - - - - - - - - - ,'ti, `:! ,/` `.``/,� t;:C� ,•/ >w .\- v >'`C'\, '�.`'. �V'' n v" \ >:<;' a:� y r'' ,:'�..;',�v `<,- a �t � ✓` . .`t ,t SEPTIC RETAINING WALL: EL.9.5 1`,' ' `,>> ',i .r;v r`,•y'; . /.✓; :,' �^, `y. ,/`, \r\ ,.y,.. ^'\,' °,) >.` ,>', ;v?:` \ Y'') >'' Y C Y n '> ./ ,y/Y>i;.r,' Y, . ./ rY r ' �� '�' `)' \,,, /„ ✓�-t �r !`'� r,'�,'i`y%<''„ /�✓ 'F"', ,l'. ,'/.may` `./i `,/^ n\�, 'S` l r Y / i\ r�- �� 1-r` \ •V Yr r t F' FIN GRADE:EL.7.0'' ,..'r.:,'r `"..:'���.r.e�� 't.�„_;1.`_.�t /. 'v' ''�/;':'^;% •.''/ i`` ,✓ :<.`,:, \/%``✓; /. Q GRADE EL.7.0+/- AVG.EX.GRADE:EL.5.0' AVG.EX.GRADE:EL.5.0' un 0 EAST ELEVATION H SCALE: 1/4" = 11 ,L:X/�Y � � F•'1 V J ^ct x Z u w ~, '1 ( - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _ o Ln 00 y_ _ iw�ww���waiw - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �..—.- ,,•,. .. � _ . ..-� �, ��,__. .. -,�• ..- �._ ..-. ..-- - ..-� - .. - - - — - — - — - — - — - — - - - - - V 75 y TLTT_ I_ ! rT 11 l i I � T1l _ L T �- - - - - - - - - - - - - - - - - - - - - - - - - - _ -- _ - _ - _ _ - _ - _ - O __,_- -•• '�.J .'� Irv.,-`� )'," � ti�'- _,)`.. _)!'��_,s' ,_`}�,...-,:; '.,., a-:..✓,_.�,-:' - ;_�� G, �+-'.._:':� )r B 1y;'�j,. �-'�;;-.� )'. , -( /1" T'1��..1- ',,.^S'.� j�` ,"` r:�`_a�r ,,L�..;:.�� '.',�-.-'� �'�� �`�P"�-,y'"` ` ,'f°�T•'a »k.�(°.,.,�-.,�_-),- ��t �I� .�1-R-_ �. 2L �y i ; ;i '���\`ur-,"4' l.,l��FFtt�'u�`''�S� \.�`�:-•'r ,....l�,p.„i=�;;;---�'yyy)))---�����('�l �..t.$«._T� r .,�'�✓(��-�,.,S i= �u-y<��¢7y^`'{"�}� i,,.Vis,. , ;� ��1. 1 O �`t�. .✓' i��%..r"`-=i,�,a-s �.;_ � `�..'(,(`,,,��,�'�h.,� / .f...a�'Y{`�r�7y{y/� ,�' ,,.lrx��-y(`'"`1, -�7�1�`.,,�..�3.,='��'<J./ � r� '�y�, a.--/�'-=�{/% I _�����-a���.�-��r:� � `�4;�'-1� '111\/J �':,,1(,,��`��;(-� !V_-Y/'�»'� rt '��°�y) !\,;-!.� �. 4' tW �,`�, "✓,'y�✓--fit,'`` _..I'; jy.c�?� �y Cn t y ,, J', `-( ( i..1��}4_ \ t lc 14 - �L,;_ ) /1'-"• -ri,,,J=� ' "�r''d' W Po oO FF: EL,12.5: - — - — - — - — - — r^tet \/ `✓' '> >'. .`.`/ '?,�/°^' ,.'�` �. .,>� ',/"•.,,%.:'\ �� `n ./ !i` .l .T. ,�. '��,;:\/'., .� /r`. .`S ,•/-,�„l,`J ``. r T. .`:`,;'^,y,•v'.�>`.Y �/..,,, �' '`Y'i\>'% :y. �\ �`r-�,�,?' � •J. ,`.,'' w ��' / 't r, l.<, � '/.� r., •< < .�, /,:�;��' 'r, y,', '� 'i. 7 Y Y:"� /' "(y /� :'�`,1��J�/ter,/,�^ ;: ,>(,:, ��`V`.>,'�! ...'�lt , <\'` \�r �.. \ ?;• 'k` ,,`rn 4^'� � r. '`� ''< `,�,.!, �C-'"^C ,./ „! ,''`r r- •�, ,'r/',, y.': `G `-, .v/ .� � `' '!✓'\'r:':'� \.. <,<'t �. .r, /; '.�`�/�:`• �'�` >r \/ ... ■sww�uww�ewwai�www �.. ✓.--.,, ., ,�, ,�,r \y✓''���+° '">... ,��,:r;n.';�`:>, !h % r•.; ^VO :t• l`v P„ ?\`r' ;? )'.. y ,y'. \., 'V'�'�) ,. .r'� Cr .�, \/ �' � '\Y:?'`'r'�' s� �✓.C\'�.v le'j'r`i'� ,/V `✓ ,/F ! `arS y `<'`'i/`'`r .\✓,r.`, '/\< �•!':\.�' ,./''C, '/'. .✓`. /� �,�\'�•l:I,.` :t'' f/• ., ..,\, \, `\, \.:'.,�/ r"\'fir` .�`;�' ,l n..7,. �.` ,�t>,. \<' <. '�)., n�.;� ,c/�. ;C r.^ .\, ,•., ;i`C.'`> �`�>�l;'CC '`'�'� .n �:^` - --\\\,: � `>+(`:�>, yam: "�'✓, v...v; ��, /'�; \• r•. / � / ✓f^, \!i`�\/,`:Yiy `J,'\” ` ',%< ,.� 'v.ti"\/T:;Y :?`-iY�' \'/\>T�l''` , \Y 7`r, .>/ A. ''/. ,'�'.0 7/;�,F. r 'y �\� .ti�'�" :F./ 7,^. �" yl,- \'< / 'C r<. 1. ," <r i�.,7',�✓<�c f /i�. 'v� 1`}' '<<v/Y "r: ) ^. % �,C' .\��. •Y '>C�,':�'�. � ,%`•// ,✓;\,'fin' T �'{,. ./,� ;\,;c; j.:'•, ,1�,�'./ <./�y ;,'C /,, .✓ I''. l'." /': :� �%. ✓. ., �� ./ ,2�J.;' h..v:^ ,^''� :`/>, `/ \%. J, /J+\, �,^��' \. :Y;`,�/';'' y;ny/?:,y'/,v ,/:, r)�',^\ >'!.`/T:Ir i.?', ./. �'v� . ;<``✓,, .,j \�,•.,,��� \nC,}. \rr ��•' y�;•, )' „'� /; ,r\ ,f /,r` ,'c 7,G',', � •,Y 'C`„ `.< F �. C Al >' � !Y' / Y!1. `,.�,� Y �/; w`I�v'i`,` ,r'^'��i .,>'�•` ,r `Y' /•\;. / /h: r: •i'iT `%^<„ x y'7,. DRAWN: { ,.,>; r.;. .� ,,c° i'•;, „ , ,. ,<•., ,� rr.r. '.�, �^ .,?yr �, „<`: �' /-; , , \,,.C, �C ,; MH/MS FIN GRADE: EL. 7.01 ., /:`.'/c`.�. ,` `<'•`;. '� ;”' •' �.. V': EM SCALE: SEE PLAN JOB#: December 07,2015 - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - SHEET NUMBER: AVG. EX.GRADE:EL,5.0' NORTH ELEVATION " — 1 SCALE. 1/4 - 1 -"' REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2015- DEC/TRUSTEES 05/17/2012 19E I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — � -,.r:..+.r-,ti.„.� �_„�,��„_ti,_.,...��_-�--',raw-.r,-..�.r+�, IT �. _T _1__I _ _1 _1_..___ ! Z !.T .. __1_Y[1_ I 1 i _. ! _ 1 -- - -.j_. _ 1- - ...a. - r �s.. r- z- _ Ioo IT - - -' ( _ -. - iJ- L JTZ- Y ' i -ter- ' 1 �- L -- -' J- W q__ 1 __ T r__".._ -T-_. �. _-�_ ._. �..t.._.. J. � a - - - - - - - - - - - - - - - - - - - - 1-11 - - L_-+,_,ll4T—t- - -_ __ _A.- --- __...__ ___ ___ _ . rT ,, ^\�.i,n' ,.^ �..s-.c::\.rte.=,_:. _...1':.a-'1 >'// � �X i _ _ - �yv-� �•�-, i _ - `�_ _,t��yrf. !-;'� p.,°�.it��`�r T.��'-!�'•.^7 ,� ��'.. �� `pY./ry-4�����_`'O.r'4�y.pY,1`�'\ �'�br, ,„��:rs_� r��Vr`"' �I,��.s;���.;;r..,,,i.�✓���`^x�•\�i„>� � H �.,� ,��. Y .'” /� _ ">,. �f- y- "F� �'�✓! �,” � Y ( ��� Jur ��-. ,, `'� { r� \ }te Q '>'__' tr°a-`_./�-.'S`..K y(�'t�`,`-a..--.1'��. ��.r�r _:.,i�•'` _�4'Y\'`_ 'F`i'�,1. / '�`\ �S,,tylr -t%`�'�.;<_.ti� \� 1.G`�., �``��1-s��\ ��� .P:4.�.='>,.'I . �, �.✓_`:�.t �,,(1r.�:`a :i� h-•''4�.��. •;� a,�>��i,� ®r '' �l /`- �fy„•:F, ({j.•'- e-'>::'.-.- �,v' ,'_.;,� r,;< 1�;�.e e.,�•,.. ` v- 1( -` �1 ' rk_zj w �Y){ fiyy,ty _fit �•Vl-x, �� '� f .?"^'-, f...-..:� yr. Jt, 1\ t �. tt J ",�'� �l� i 't; f 1 i 't ,• _ .i w A A 5 I' - 1. ( R 1 r Y. h b r/V rr f i - � V i t! 1 — - FF: EL.12.5 - — - - — � ��_` -� �"ti..'�f�,-, �'l.' 4,�\/ •.I �'`� .C;�`K. '\�'.'�' (' ^\ l ,'l, ,.�``,,C:�.,/ `�/\ / \i 'S„ %�' .l, ✓ � `K.n.,C/� `�`•�i�'✓.a'�V, GRADE EL.9.5' GRADE EL.9.5' WEST ELEVATION- SCALE: 1/4" = 1' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° u AVG.EX.GRADE: EL.5.0' O � WH EW– En O _ - - - - - - - - - - - - - - - - - - - -.- - - - - - — ,iYy•,,,�� x � � a -:___ _ _.------ u - - - - - - - - - - - - - u un L o [ -` ! (1 �y ti. IL - cn -�'=��,r P� N a'-� CIS �{ ry(r y y Al LLLI= YY, ` tv � _�=•a•+/ v1r-iL'-+c.; �r��'�" ,. y�'�` �T',� l_f t'''"r4\I.Y✓' \f��.�'� N ��_1 ;{ H `(.. )fes may- ' .,"�---�.1"�-y' ./ �`�"'`' r s, i. t(�1'=„_::'t,`F�g�� -,.�f'�.�i 7'ti•�' , .,S"”-1`•�.-`�".(„:� � i( q'. �.�' )i �,,1,�i-„r°. ? �s_•--�"`�r ''� (t-�-,%1� _.'-L.7(”� '1` -;��ir �`�,�t�` /.[t ,K_.,,J=,':,�' �''��'`�%k^-',' J_� �>� �/' __�-.. j;x-),`°'���V�,�yL?:a✓�" �-�> /y'_� r r�'( ,L\r''� �-"` i „ tsa '�JI - }��,._. ♦ vim,. � �,.. : .,` ..�,F,,,.; (!1 �Y?l}—('"' yt 1 f ;q` t T `"`.�ry�,. ♦ y��• � � �7 ` � �S X 9� !� `,� # {� `B� Til FF:EL.12.5'— - - — 1' �', 4 '`4 :,r `♦ - _ s; { ` :1 tea` C" `1`'<�` `,i' `,,`C„' ✓ "'i.`:, �: .fir'. ;G'a '.i`; '%.,, .�Y�^�'✓.\Y' ,'Y ,>r` ','�•'/,,' > ..>/, <.Yt l.',*`,'; r!''` J. .Y /J� ',� .r; ,y �y'. >i�✓ v T. `r.`,r � ?. Y _J,yv',„\/'`i,' ;\ A SEPTIC RETAINING WALL EL 9.5' i l� �., f.� � ) ,t -r � i( 1, r��l ,'�` ,f �r _ Ir•. �^� t7"U J�.� `r i�--y'.�j� X`�i r.�.• 'F� �;�•••.. - - .�' r=-a `--1.�� ..,��. �._a.' -,.� 1 1. „^�.-r! a."": � 1_.� �--.� _./_ `,�..a' - tt �� =�-+°,.__ T.-!` r ...,, f '.� r,-✓'M .%Y" ..."y�..',r � `.,.�. 1,'.+-.T�r 1. 8c1.-r+-C•, �,.�Y /..,���;�^ :.L- � 7 � '4c;. :'7 /i ,.C..:'A,.1., S-,.l-. '� ���'/� .;�•` ��..-../ '- F. �.. � �' ' � /-� ..•-:•. /1�r �,_.,. ...' .•, ,1. ,-r>� - \-/t ;, ar,'.-. _-,s. "q,.{_l � ./_q .✓�' �'%6-"- ��;_ ._.,-r_ r�}r_..--�-� '� ,y=1 _ _,.._� �.,1.�;^.�" .\ `�.r1r. �.. /\.... �_. t, ..r='.�„ �°l_ S'� - � ,Xf'N% ,r, ,.-„.... ..,� ,;f� �.,..” '1.. ,� �S^'"�Y, � ,�" .7�- "'�', �"�.•�X .� „5.. tom... �� r�Y_,M r ,�'y"e�' .-�5 t, .•� "1,. 'elf }r � -, \ .,' ,.. .. _l I ,+�,-' ! � '...:,-9�l' .-d'( to„_ .. � .., .: \ ,l-.. ,(' 1~1 � I _/ .r•'l' -.�v /_,,.�,J '.� i ! 1, �\( )' \' ,..'.".y ;�,!S s:- .L,:- .v, t- :r`t, t � 1� Jr. .,(� 1, J^,` T ., ! �'' � /' �,,. ,� ,/� �( 1`/ 1.../ 1\„ e Ji`- `•tl „�`( ../-:= ,�.; � �_�• :I � 1� �, r 1� � \ r ''1,� Y 1t 1, FIN GRADE. EL.7.0 a °F-•'-?” r- n ,r #°� � �- r. `..11 �' i°' u.F\ �.< `a �7� 'v, li2='. .\ `("� lt. � .;'_:,s� \ �,. .( y;,..: ,. "z_ r '\ - ,\ K s\ ., .>�. DRAWN: MH/MS SCALE: SEE FLAN JOB#: AVG.EX.GRADE:EL.5.0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - December 07,2015 SHEET NUMBER: SOUTH ELEVATION SCALE: 1/4" = 1' A-2 REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 45-4" 7'-0" 4'-8" T-21/" T-3" 7'-3" 7'-21/2" 8'-21/2" -0 A ) � 1 I' ■ I ill ^I I11 e6"4Y, N I 1 O ■ o yn1 1 `- n1 ■ x-wl--'o+ -wl--r o n1 n1 1 `t I O nl nl 1 11 D-wl-; n1 1 n nl 1 n1 1 I 111 III v 1 - (VERIFY IN FIELD) DO i i in X - -- (2)2X10 ACQ GIRDER , -- --� -------------- 1-- -- -(2)2X10 ACQGIRDER- 1 -- -- 1 ---------------I -- --� -(2)2X10 ACQ GIRDER '— 1-+ --_-----_-----_-� q ----- - -------- +- ino _ 1 1 -_ 1 I 1 1 1 1 - I I `--- _-__.__,_ _,.___. , , , I I I1 D 1 EX.GRADE:EL.5.0 E- E---------------- ------------------- rN - --------------- - EX.GRADE:EL.5'+/ -42 .y----- - - - -- r --- - -- 3 - =3==--------------- _E_=---------__-_- 1 ' - - -i 1 -- , _ I 1 1 1 1 1 + pa• � p • I i I11 p 1 BUILD UP TO EL.7.0 I BUILD UP TO EL.7.0' III n l r-Jyl--• `•` `--- 2X8 ACID ' nl Cu w ' U DJ ®16"OC nl m 1 nl (�JyO 10"dia.CONC.PIER w/24"X24"X12" i o g .o CONC.FTG.3'BELOW GRADE(TYP.) I Z ! ! _ II W to 1 1 , 10"dia.CONC.PIER w/ I 24"X24"X12"CONC.FTG. �} ,,, 3'BELOW GRADE(NP.) — SEPTiC SYSTEM w/ RETAINING WALLS ;;; a: _ _--- ------------------- ---- _ -- -,-- - -- - ----------- -------- ___.____ ___ _.---_------_--------------_- Z ; ; -_ ;-- ; �-I � "' � ' • • d p d • � o • a D a • � o • • d p d • r' A . • a p d • � w . • d p O • o . •• d p a • � c - x=====________ + o :219 0--.-_Y _..____._.__ ___ �2)1-3/4X14 FLUSH MLBEAfvi� ' --i wi l a l e I u V l Qi 001 I 1 D I IU D1i co I n .... LLitl .5' 1 iu LLI I I I INNI :.., y7..:.•; .. - _ �__ WT. 1 - - - - - 1 I 1 1 1 111 1 I it '�.3'v 1 III I I I11 TOP OF WALL: EL 9 „) q e O '� :d rl Ic a e i A ' �. .. ! I, I , t _ li , _„_ ', fl : , li'-,'-� lil” ,I,.r 11,1 ' III • I i e I _5„1 tl � —/I __ ,, f __ „I, !i ., ';- ,i,'' v',,!,•'iil' i `II +.I.. , .N..III , I ._IL II t,l r.,t _ 1 iY::, • 14 DO 111 , tell 1 , • 111 , Ni , OJ ._ ., JIl'.�;. '� ', ,.; .. 1 �" ! �tf'Ii r 4, '' - .!, ' J I. 1 I I • I i 1 iN I 1 1 , r! , m 1 0 I i i ., ._ _ ., ._ ___ , �� , -_ ..,--,-._-_• _. ir: ,i! 'i 7'' _.� 111 1 Iil , i • I 1 `ri B t B - .., ,..,,_.., ,I; ',! • _' _- ' I .,�-:...;.,.-'1;' �::,.� ,' II Il,i,l; , ! „ ; ._.,_ ..,.1 ,,. _ _ t •,+tl w _ ,,.'. - ..1. 1 Ii i; 1 I I I i t I ,.l) I! .,, i .. ,,,, ,1 II Ill-. __ _ .l 1' ,; __ , II , I _ 11, ,I �II, , •�E' �, '„'!� _ , III , 1 I a- -f I ' ---- ' _. .:_ ., .', 'I , !, 1, I {'I• I: ,i;: _.�,.-,. :- r,l , ,.,-.-:w. + �i, .,rlwtd .7' ��f :' a�' I' _ �. I _ ;,,�� '1 , a>x I ?�I Jk. ',,!:'iic'- 1' .,■... , nl , a , 1 , tl'N, ,. , > •. _ ._ !. I -_, .._.,,!' ,,I ..:-.- 'EI I - I!� ak,,� ,� - , 'i �',. r.b.:'! '' ;;:- �,tL- ',� 1 1 I , � ; /n , i . .':'. ".':.', � , -.. :- _ ; _ • .,.. ,.. .__ - + l i�:.' �; �_'_ I I: '1'. _ 'I'"� '.i, 111 111 jl,i _ .I. j ,, ill';;':, :tll In O •• tN 0 //--�� II"!' - r 1 ,,,r,'' I 11 - , I ;j' ') I• I•si f, il'1! ,;�,W,'+' 'i - ,' tiz, iil I ' i �I I , o , � !,--a -tl+-- i • I IIf D I i' .• I '!I __ 'i" __':.:iii..':' �.I' - ,:r• -- I115'-8:s, - 3 - - 3 - i _ 3 - 3 - 3 111 •r+ t; I. 1 1 d- t / /. 9 5 8/< 4 6/' S 4/<" 5' 4/<" /e" I 5 8 5 5' 4 1 b : I �I l 1 . �., . ..__..._.. 1 ,,.7............... I, l: �._..,,.,,... r �,:.._....,-..._.. .,, I, - it�1.i' __ !i• .t' � II� Ili I I 1 1 tco I 0,,/ _ 3 1-3 4X7.1 4 ML GIR'ER 3 1!3 4 7.1 4 ML GIp1DER 3 1.3 4X7- 4 ML GIRDE 3 1 34X7.1 4 ML GI ODER @ C _ILP F U '1 S -.. :!• i' J 1 - - - --- ------ --- =mac _c=- - _c_ --- ccc---------- C� Q 1 1 I r r 1 I 1 1 r 1 W H a4,.. .1 •,>I, i 1. "15. ,r' ''i' ;i' d I, - W 4' 1/' 1 8 s' � O .. - _ .,�_:.,_,_W4: ,! ! f� I - - it' ii-� 11 • ,. ,., ., „ �,.. ,�„ ..�,.In - ., ,. .,, ,Ili ;;- - I' - am ELK. •8'�C3G'{ONE.BL#C.PEER 48 3C48t'Xli 8" 16" O 1 8"X16"GONG. X CONC , I , vr1 1 • _ ,,II . .. , L_.._. _ ._. - ,,,I,., .._-- -._, ,,-- ' ','';l. __ s .:=',"'' PIER 32"X24"X12" CONCRETE REINFORCED PIE w 2X2 "X12 u l: :............. :�... .. , I, ',l, _,a.. III ';, .'I�1, ,.� �,. ,�,r,; _ �: >�. - I. � ,: ;i {..�;,r.. o / G O R /3 4 tit ' ' --'-:. 1. !, _ ,-ri+' ;,:_ _- ',i ',�„- .':. i; :, _ ?�,!.• ; i:• I j;,•. - _ .,I,,, •, -•,i ,1 !, j�nl I CONCRETE FOOTINC WITH 4 #SREBAREACH WAY CONCRETE FOOTING t I 11 1 • ( ) ' I• I •i I I r' I ut Cl], 111 ul I I I I e 1 : 'I 1, ..-_ � ..- --.' �I :............. i• I �,'..'._._`_`' - - ;I{ -'-i' ,i. GCS Ii I ,._......�:.�: - --- - 'f, --- c i - I i.. 1 dia.CONGPIER w � 1 _ , 24 X24 X12 CONC. FTG. I I , + 5. 4,. 1+'' ilii „ m 1 1 3'BELOW GRADE P. 11 - .,-__- 111 I I .........:...i;,:., ._ ___...... .. •r _.__' - 111 X I I ., '. � � � ,• � ,:m:_-'._.!. _,_... - - - ''il 111 ! I �� , I•, :' ... .r'!il 'Ili, '� .I.,.. -. .,... .I r. --_... __..___._ ...... ........ .. 1,= EX.GRADE: EL.5.0+ .......- .. ,,. ._.... ,� �. �. .1,,,1:1 � � ,- _._ .,. - - f, - - - -- --- ii,- - nl I r . ,:... , , I „___.'-'-••_ - - - -- i � I e I , BUILDUPTOEL.7.0' n m 1 Cil -4” I I 1 N I - ! rt � o _ - a) v - -- 1- Xl FLUSH B A D � „ :I E I -._:_':• :! +1' - !li' - ;I i � In i 3 3/4 4 U ML E M ``� 1 i ( 2X10 ACQ GIRDE - 1 4 a f I' D D v I C� ' -•r�..,_. '.� �;......_..___,,. t,.. _ .__:.,. .-._.._._.,:,� _ _ - _ _ II , 11 l III `� TR> t I 1 L FLOODVENT DBL FLOOD VENT nI I i I _..... ._ , ..._....._ �,. .._.__., _..._...-a8:1 i'"'"""- �5¢4.' ;�' `ik I11 . , II I�III ., III�1 ! i 1••-'t Lu 4i a a I D O E DB P i fXC 3. .... .., _. ... -i, :..., :!! .,. ,,�. - I 2111 I = ►�' - :II ;y I'I+ _ i ,i„,- - - „ oCnl �, ,., II Itl .� J 11 U1 I I I ,0 i V 1 CJ 1I'.'� 0 I _ I e 1 L['� (L }•,.' nl n LLnE===� $ 1`2 =3 iI 1 N �yJ '�,' o n I O \ V III �, II 0 _ 1 III _ I11 _ I = I I _ nl c. 1 �r ''A'' QI ,,�$_ a - < - G I i••, v 7' 0" �'yr r r - 1 I, 11 Iry q f/1 III .0 .. ry . , .._li � l._ ... -I ,,;o,,. .,-. : 111 - �+ I ,i ,I ;l 'I' 'I, - 1 �, --•• � �1 ----- ----- ----- ----- ,'L'.. 11 II I ' Lo U Rill I I I _ 1 CTS L_ ll_ * i ... :. .. ,.. _..,..... I, _ _ _ ____ ____ __ _ ___ ___ ___ _ _ , , .. ,, , .� i. i. � .� i ,. I 1. , :. ,:,i: __ - - .:aM:.'�. ul i' Flr -- t 0 d D • p d p 1 1 1 0 0 . - , -- 2 2X10 AC GIRDER 2 2X10 AC GIRDER , 2un O Q O Q ( 2X10 ACQ GIRD R 1 2 2X10 ACQ GIRDER ' 2X10 AC GIRDE o0 III ___________--------- ---•----------_._ G) ( ( ) .__.�. .I '-._...__..., I , _.-�---'-•, ,.�.....__. ----_.._ :' I"';1.,:. '..k. - ..:�.: _ _ ';j: 'i.'.. .,:..: .4!x',1; _._ '_', - - - -'' a_ -. a_ _a •_ I 0 I i 6'-11" , 1 " =: it I I., _ '' -,.... ,,..,,. •,.._ _ .. ,, ,. _. - - v�;, ,'rte. - w 1' 0 i- __ I ji,f' i'° :,!; ''• - ;l' I :! I ;,l 'I a_s''��,o` m"' 10"d1a.CONC.PIER w/24"X24"X12„ 1 I = CONC FTG 3 BELOW GRAD O 1. °' E(TYP.) 1 ,-[_. ! ' '_-�-'�` (c,yy.,' 'II ''iTr-!i t f I:;;i_ �: i II li ,il, °- •.,� „I �(`^O`;` LL In , �`. �`\� 01 -' �Q EX.GRADE:EL.5.0+/ EX.GRADE: EL.5.0+/ 1 .o Q BUILD UP TO EL.7.0' I F . BUILD UP TO EL 7 0' _ , nl __ __,i r I'; ! 1G III •L I - t kF. n !I 1:. •k. 1 „]L f -I , .F,. , ` ,f X I11 1 n' - _ -_._,• 1 ..,^' j I % % L �ul dia.CONC.PIER w/24"X24"XI2" ii- _, „ ::::.: i i.":_. I _ - i,l! _ - I' 1 _ { I' - _ - j , i, 1 i of! I,' I'' ` �•7- ` iON O CONC.FTG.3'BE OW GRADE(TYP.) ' ! ``. In s I ♦ O`� nl i 1 I +' '1 itsi •{'' -:.i i i -_ lnl 1, ''I i \. ' ..�y ::!, { ', nl 1 1 1 1 1 1 1 1 1 1 1 - ------- --- -- - - - ---------------- -- ---------------- - - - �(J _ 1 1 1 1 1 1 1 1 1 1 1 1 1 'r. I I (2)2X10 ACQ GIRDER (2)2X10 ACQ GIRDER (2 2X10 ACQ GIRDER 2 2X10 AC GIRDER 1 -- l,:l�,. ..`•..,_.`_:' �' .,I:..:::: "�:::.: :,i,' ,..,:_..:_ :I• -- 'mil ,1 111 1 1 1 1 i 1 1 I 1 1 1 1 1 1 1 FF: EL. 12.5 - ,; 11 �' I, 1 I' --�= `�;II -'� '1.�:: 1 I -------------------`------�---------------•----------------------�-------- --------------------�------------�-----�----------------- —�-�� ACQ GIRDER I N • , - .':. :. _. .._... ::.I , :_ I '- •';;,,...r-::_�. .: !,, - 1,: I �'' ,_ � I! 4'-0" 3'-4" T-21/." T-21/-<" T-2V^.^." T-1" 7'-2-/2 T_2,�" 7,_21 >, WALL: EL.9.5' - _ I I 1, ,■�I i ! I I l !ill 1 ,III 1 111 8'-4" 52'-0" TOF: EL. 11.02' 64 I,�1 D•p �!I,, I. I' - �-- �I it , +, I I.- , , - _ 1 ' i , FOUNDATION PLAN i - -- ---- . �� B"THICK 00 psi.EXTERIOR OF 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 1). ICK POURED CONCRETE FOUNDATION,30 o•' : I i i+ = "k' SCALE. 1/4 = 1 FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S.RESIDENTIAL CODE ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. D'♦ "I, °• (i :::==.rc i',;' = i , " " ="''"''' W 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. 5).PROVIbE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, a FLOOD VENT -" I'1 BASMENT AREA: 1650 SQ. FT. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A FIN GRADE: EL. 7.0' MIN. REQUIRED:(7) FLOOD VENTS s N PROJECT NORTH REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. °• INSTALL: r8 FLOOD VENTS 1 3 .FOUNDATION SLAB TO BE 2"THICK MINIMUM. ) DRAWN: MIi/MS c SLAB: EL. E�.OI i E 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE „ SCALE: SEE PLAN BLOCKING AT 8'-0 O.C.AND MIDSPAN. AVG. EX. GRADE: JOB#: 1 a — EL. 5.0' December SHET NUMBER: REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 AI I I I I 1 N�-. I I I I I 1 1 1 I I 1 1 1 1 I 1 1 1 1 1 I I 1 1 1I I I 1 1 , , I 1 1 .2u 0 2 UTILITY RM. o 0 o X M e N 5-1/2X5-1/2X1/4 5-1/2X5-1/2X1/4 TUBE STEEL TUBE STEEL 5.25"x7"1.8e loksx u STEEL CXW145L-P4045-CXW145R PARALLAM COLUMN « JA4LFJON) ------------------ 1 C15X50 STEEL HEADER(3.72"wX]5"d) (3) i , _---_---- i O 1 1 Q W _. _ DOUR LF 2X1 0 AC�LQ I ab I 7n -5 - - i d a: TRANSOMS WILL NOT CO -- _ "s• uu ' co M WORK WITH OVERALL ^ / )} 6cy ;g ` .4' s> c, y I 1- I ----- - 1 N 1...1 H6�1GHT VS.WALL HT. v l .___ Y''_I l? C`'=)- 8'D¢OR,NO TRANSOM? 3 „\� --- ��. - - r U. - -- w I 1 I t \ "l. C`•` �` / �, �,{4,���� i W , I 06. KITCHEN ♦O i9,i' p-'%1`I J,_\.v,-1 I f p� �,j��;, 1 I t Lu ' ' (✓ DININIG AREA 1 �' DECK 5.25"x7"1.8e ' ABOVE PARALLAM 1 C I 1 I ❑ COLUMN v t i x BI I i i I 1 I O I 1 1 i ' i , M H ' ' 1 ' , I /�►/ i Z TRANSOM WIL NOT 1 I I I I � ! ~ PALL ,1 I 1 W w WORK WITH OV O ` . 1 , I 1 1 1 I 1 I H ¢ \!!' ., ,' �- 1 1 _ ¢ O HEIGHT V5,WAL HT. TRANSOMS WILL NOT 2 /' \ ' ' _ q ' I 1 I t I W�RK WITH OVERALL -� ! ` f (2)1�ML FL.gE �� J v 8'DOOR,N TRA SOMA HEIGHT VS.WALL HT. ' E'DOOR,NO TRANSOM? , '�\ �,1 ---------- - ,_BREAKFAST AREA-.Y ; 1 1 1 I I 1 •'• 3 m h 4X4X1/4 T BE 4X4X1/4 TUBE .. \ STEEL COLUMN7 \,,/] STEEL COLUMN � (2�'700 J3%4X14 ML w/1/2"STEEL PLATE FLUSH BEAM - - . . . . . . . . . . . . . . . . . . .. --J--------------- -- - 5.25"x71.8e _ it -_--------- 1 ' PARALLAM COLUMN 1, ---- ------ 1 I d w ' ' ¢ /i' / `' /14 TJ1560 W OD-I F1 n�2 t�C ¢ � � w T*NSOMS WILL NOT W /' j' I i m�; ;I 2'-4" U WORK WITH OVERALL o T ��-� % i` ``. N 11 I I S DECK t 0 W H4'IGHT VS.WALL HT. �.` l MNG RQ -" M .♦ ; w ABOVE W // 8'DQOR,NO TRANSOM? i i j J ♦♦ ` , H LIi IO 1 x'I ♦ 1 1 rL ' J m ' ♦ ' � BATH No. 1 o n I OPEN I d ABovE �I � LNDRY. RM. ° � '" '1 ^ M FLUSH HEARTH I' ;I I 4s"FP OPNG. , 3.5"x7"1.8e PARALLAM COLUMN , 0 I �, ' Wl X45 STEEL BEAM(8.02"w 10.1'd) 1' 1 C10X30"STE HDR. 1 (2)1-3/4X14 ML FLUSH BEA (3.03 w 1 (3)2X10 DF#2 HDR. ------------ M �__�-------------- CXW145 CXW145 !', S-1/2X5-1/2X1/4 :' ' TUBE STEEL I o o I ENTRY o I I m 4 o 1 I v � (2)2X10 DF#2 R. m� 1/0-3/0-1/0x6/8 ° !�v k cm u DECK 4c Lo U E Ln 00 (u E 0w � w --------------- u ---- -- ----- O --------------- N ---------------- ---------- A ------------- A 1).PLATE HEIGHT AT 9'-0". 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1ST. FLOOR P 2)•EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRAWN: MH/MS NAME AREA i 1' 3).REVIEW PLANS FOR STEEL AND PARALLAM COLUMNS. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 SCALE: SEE PLAN PROPOSED 1ST.FLOOR 1601.0 sq ft. SCALE. 1/411 11 AND 2X4 WALLS AT R13. JOB#: 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. December 07,2015 PROPOSED 2ND,FLOOR 1530,0 sq ft. 8).INSULATE CEILINGS WITH R30 INSULATION. SHEET NUMBER: W 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS PROPOSED DECKS 786.7 sq.ft. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 3917.7 sq.ft. S N PROJECT N0RTH ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK. MICROLAM HEADERS. UTILITY ROOM TO BE 5/8"TYPE-X FIRE RATED SHEETROCK. A-4 E 10).INSTALL SMOKE AND Co DETECTORS PER CODE. REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 I/2" 16" 1/2" i 4- 1/2" CUSTOM HANGER "Ail 1/2" 10" A idsIN W �. INSTALL SIMPSON INSTALL SIMPSON HDU4-SDS2.5 HOLDOWN HDU4-SDS2.5 HOLDOWN _ ABOVE AND BELOW FLOORS ABOVE AND BELOW FLOORS w/THREADED ROD,ANCHORED I0x5xl/4 TUBE STEEL 10x5xI/4 TUBE STEEL w/THREADED ROD,ANCHORED TO STUDS AT EACH SIDE OF (CONTINUE TO (CONTINUE TO TEMPERED CXW145 FOUNDATION) CXW145 TO STUDS TY EACH SIDE OF a CORNER(TYPICAL) CXW145 FOUNDATION) CXW145 CORNER(TYPICAL) ;- - - z4. a d (3)% ER2 __..__._. ( r�\8 F#2 i 1)F I I j(3 2X13 D #2 I H R - i T 3(D HDR 2F D I I I LFII? ♦ °�� n —_ O o g„ I 'IT1 wP O z ��� T ✓ i �J ♦ N 4 O Q �'� BATH No. 2 k+� rq � � �♦ � � BEDROOM No. 1 ��`-- •�Y~ I a �1 CUSTOM opo C i OM ' HANGE n ANGER (3) 1- /4X16 ML w/ }3/4"STEEL PLATES LUSH M CUSTOM 2 , HA1 ',ER 1 HANGER I BEDROOM No. 2 Lu UA tet, B Q 1 LJ J B ® I i NI IN O I % ff it - W.1. I U- 2)2X8 DF#212, eo r — — MASTER 1 N I I N ,A Q �{ I �,JL IW ISN n Lu 1 1 O Nc BATH - 1 , 1 , �a I LL 1 W.I.C.X� w IIIz ^I W.I.C. 1 o--- ----DECK 3 DECK H 0 2'-6" 2'-0" 2'-6" ----- --- 2.6" 2.0.. o ----- --- Tj 5+ d �N ^' --------- _ �Jy Cn Coln - - - --- cc3 1�^ x d MASTER BEDROO C/) Z CUSTOM _...(3).1 X16 ML w/121 PLATE LL SH BEAM CUSTOM BEDROOM No. 3 � � w HANGE - - - - - - - - - � � � � � � � �� � HANGER � 1!2" NCE CUSTOM G CUSTOM ♦^q^ O HANGER I - HANGER 2XR DF#2 C1 !a1 1111 g" a LL Lu 20r 0 JL7� ,61 � W OL X zC _ CZ o v 1 z I II ``11 OPEN +� 4" 1/2" . _ I f TO r+ o BELOW �________._1 '' m W U Lin CUSTOM HANGER / (3)2X8FFL� i -- ( 2 �R F#2 (3) H R� 1#2 L'-� 0 1 is ( 7�Z F#2 ` v "B" CXW145 CXW145 CXW145 CXW145 �: 4, u1 D 10x5x1/4 TUBE STEEL Iox5x1/4 TUBE STEEL INSTALL SIMPSON HDU4-SD52.5 HOLDOWN (CONTINUE N) (CONTINUETO INSTALL SIMPSON ^� L!) v HDU4-SD52.5 HOEDOWN � ABOVE AND BELOW FLOORS FOUNDATION) FOUNDATION) ABOVE AND BELOW FLOORS 00 :t4 w/THREADED ROD,ANCHORED w/THREADED ROD,ANCHORED •ted 'v TO STUDS AT EACH SIDE OF CHIMNEY TO STUDS AT EACH SIDE OF rte, •� { +, 4"1/2" 10" CORNER(TYPICAL) CORNER(TYPICAL) u Lr)) U(ON �4+ i00V+ v A N � � v i 1).PLATE HEIGHT AT 8'-0". 6).REVIEW PLANS FOR TEMPERED GLASS. ND . FLOOR PLAN 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. SCALE. 1/4" = 1' 8).INSULATE CEILINGS WITH R30 INSULATION, w 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS H OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. W ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR U MICROLAM HEADERS. 10).INSTALL SMOKE AND Co DETECTORS PER CODE. 63,4" 73,4" 5 N PROD ECT NORTH 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE VJ v2 r E APPLICABLE.PROVIDE bEBRI-PROTECTION PANELS WITH FASTENING d HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �► N tI d x DRAWN: MH/MS SCALE: SEE PLAN JOB#: December 07,2015 SHEET NUMBER: REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 STORM. , WATER MANAGEMENT DETAILS. N .T.S. 12 NiPE ', -- --- - GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE �9y _ 45rRAbTITS (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ. FT. GPM DIAMETER l/8 SLOPE GPM t/4 SLOPE GPM �\ 3 340 480 2 1088 46 3 1644 68 2320 96 fly \�+°' , 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220z W 5 1250 1760 3 3220 134 5 6680 278 9440 392 6 1920 2720 4 6920 288 6 10700 444 15100 628 z -- ---- -A.-- X11--- -- ---__._____-.___,___}oc ,�5,.______.___.._ ..----- ------------- -_..__.__..._._. ------ -- ---------- _. .� _____.,__.______ o,• �___.,._.. _._ O Q, + �Q J2)21C1_0_DFf2 12 I I �A 12 LL 46'RADIUS `7,\�` �(2)2X10 DF#2 12 ' 2X10 DFn�02 RR 16"OC 114 // I /2X10 DF _2 RR:06"O� OGEE GUTTER - STANDARD 5" B B NOTES: (2)2x10 DF#2 � � � T(2)2xto DF#2 1). EXECUTION: 1 NJ I • ' 1 A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. r4 rjt qh 4t! ; a ■ 2). PREPARATION: 0I' 12 0 0 12 A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ; ; a�; 4 � x `� x 4 D X'! ; O B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR N,I' N N ^I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N N v N O x Z Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. (2)2X10 DF#2 I 12 3. INSTALLATION: . 1/4 _� O A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 47'RADIUS I 42'RADIUS � Z � 1). GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2" FOR EVERY 40'OF RUN. ^ Q 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ( 46'RADIUS ACCESSORIES. 46'RADIUS B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT Q 12 �� Z CONNECTORS. 12 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. �' r, S N ,`9 �! a, \� P 11 ' 2 2X10 DF#2 ' Q ce 4). PROTECTION: �'L1 `\� ON ' o �! A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ; \�} C N I I N 12 Lql! B).TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1 �j COMPLETION. `tip ,Z�Q 12 4 V� 46'RADIUS �s�1 2X12 PLATE 2XI2 PLATE _ 2 2X10 DF#2 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICtAt -- - - - QIP- Q --~ ---- -- ~- -- - --��Q ---------------- - LQ� `Q �Jg _ A..._..______ ' x v �ti f9-- r..__..._ _ .._. .....___._r.._______ _--_�y ,�-----------------_ __.f9 u _______ '� _ ,�.---- ---__ .--------- -------- ---- -----� _ ` ------- ---- - -- - - T rn FLOODING OF GROUNDWATER.OR INTERFERE WITH THE OPERATION OF SUBSURFACE ti� - -Via_ �� C) SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1\ DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION ! WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY,A DRY WELL \°+ 40'RADIUS y/O ; ; 2X12 PLATE IA-, SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE,OR OTHER 2X12 LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH -- i `Q PLATE v WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. r ' 00 f CONSTRUCTION: 'L F N cu o til 3 FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY \� 12 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. �0 P-+ PRIOR TO ITS CONSTRUCTION,'THE AREA TO BE USED FOR THE DRY WELL SHOULD BE � l1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C..CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS ROOF PLAN 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, LAG SCREWS WITH WASHERS AT EACH RAFTER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION . i ^ 1 n _ i 1 AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE SCALE: 1/`7 — 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. W 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DIRECTLY TO THE DECK ALONG EAVES. V DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION S N P ROJ ECT NORTH 5). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ 0 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY '"' 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS E DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT WITH ROOF AND SIDE WALLS(TYPICAL). AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT MUST BASIN IS STRONGLY DISCOURAGED.WHERE 7). NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. fit UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE <C 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ROOF AREA: WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 15 y ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 2200 SQUARE FEET COMPLETE. u AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. DRAINAGE AREA STABILIZED. AT 100%WATER RUN OFF AT 2" RAIN PER HOUR: USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS � LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ' STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRY WELLS TO BE 10 MIN. 368 CUBIC FEET USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE CUTTING INTO SHINGLE SURFACE. �5 SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT REQUIRED DRYWELLS: BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 15 COMPLETED AND THE DRAINAGE AREA STABILIZED. O (5) 8' dla., 2' DEEP DRYWELL (OR EQUAL CAPACITY) o STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE (422 CUBIC FEET] COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF DRAWN: MH/MS RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND SCALE: SEE FLAN ORGANIC MATTER AND, DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. JOB#: THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS (EQUIPPED WITH December 07,2015 CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER SHEET NUMBER: PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. A-6