Loading...
HomeMy WebLinkAbout1000-4.-6-9 i OFFICE LOCATION: � so�ryQl MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) va Southold, NY 119,71 YQ Telephone: 631 765-1938 �ly104UIdT`II LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 16, 2019 Re: LWRP Coastal Consistency Review for FISHERS ISLAND DEVELOPMENT CORPORATION (FISHERS ISLAND CLUB) SCTM# 1000-4-6-9 J.M.O. Environmental Consulting Services on behalf of FISHERS ISLAND DEVELOPMENT CORPORATION (FISHERS ISLAND CLUB) requests a Wetland Permit for the existing ±156'x22' golf cart barn and to remove a 156' long stone retaining wall and foundation, and construct a new 156' long wall and new foundation in place with footings; and to remove the existing 22'x156' roof and reconstruct in place a new roof with no increase in lot coverage. Located: Off East End Road, Fishers Island. SCTM# 1000-4-6-9 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 INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The structure never received a Wetlands Permit issued by the Board of Trustees pursuant to Chapter 275 Wetlands and Shorelines of the Southold Town Code. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney EIVE® Town of Southold COSI;STENC`�A E S NT QRM SEP ® 4 2019 lout old Town Planning Board A. INSTRUCTIONS 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 Cor '�tency Review Law. This assessment is intended to supplement other information used by a -f Southold agency in making a determination of consistency. *Except minor exempt acs" a Building Permits and other ministerial permits not located within the Coastal Eros! Section C the preparer 'die exempt 2. Before answering the questions in Sec p p 5 athold Local minor action list, policies and explanations of each polio is si,tdfieant_ Waterfront -Revitalization Program. A erotaosed a� �l'r�((1" bet icial and adverse efEccts tt Lion the coastal area 3; If any question in Section C on flus form is answered "yes` ,ie proposed action will affect the achievement of the LWRP policy standards,and con.., ® /both itained in st niDn the nrt nd enc review law. Thus ell ans�ver utast be ex lamed to detail lit, sunny facts, If an action cannot be certified as consistent with tie LWItP policy standards and conditions,ii-AIN l no Lie undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's net), the Board of Trustees Office,the Planning Department, all website(southoldtown.northfork. local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#,. -- ,._ PROJECT NAME " The Application has been submitted to(check appropriate response): Town Board ❑ PlanningBoard❑ Building Dept. ❑ Board of Trustees 1, Category of Town of Southold agency action(check appropriate response): n undertaken directly by Town agency(e.g. capital (a) Actio ❑ constriction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) c permit,approval,license,certification: LA Nature and extent of action: ti Location of action: �� S Site acreage-._Q, --- Present land use:, a Present zoning classification* ;,- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: ® � a _'1S�S� It•i (a) Name of applicant:, ��t (b) Mailing address: (c) Telephone number: Area Code(d) Application Application number,if -�--ri- Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Q 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. 1Dli VELOPE4 YD CQA8P—OL CY Policy 1. Foster a pattern of development in the Town of Southold that ensof a coastal location, and preserves open space,makes efficient use of infrastructure,makes beneficial use minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. R YesE] No Q Not Applicable < —Pnq CA- , 0 VNX Attach additional sheets if necessary Policy 2. Protect and preserve- historic and archaeologicalcriteria resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation r Yes El NoEJ Not Applicable r . 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 Attach additional sheets if necessary NATURAL COAST POLICIES • Minimize loss of life, structures, and natural resources from flooding and erosion. See LWT Policy 4.- Minx Section III—Policies Pages 8 through 16 for evaluation criteria yes ❑ No ❑ Not Applicable 1 � Attach additional sheets if necessary- - 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III policy —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable C 1V ' Attach additional sheets if necessary ncluding 'c 6. Protect and restore the quality and function of the Town of Section IIIc Policiuthold mes,i Policy nd wetlands. See Pagea,22 Significant Coastal Fish and Wildlife Habitats a ]L through 32 for evaluation criteria. I ❑ ❑ Yes No Not Applicable lL e f Attach additional sheets if necessary 7. Protect and improve air quality in the Town of Southold. See LWRP Section In — Polacies Poly is Pages 32 through 34 for evaluation criteria. ,a Yes [] No❑ Not Applicable je Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town f Southold waste and hazardous substances and wastes. See LWRSection II Policies, Pages 34 through 8 f evaluationLfJ Yes ❑ No ❑ Not Applicable f S1 1 r PUBLIC COAST POLICIES policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section TI1—Policies; Pages 38 through 46 for evaluation criteria. ® Ye❑ No❑ Not Applicable Attach 1 d onal sheets if necessary WbRIONG COAST POLICIES Policy 14. Protect Southold's water-dependent uses and promote siting f®r ewawater-dependent atop Pt ndeent uses in suitable locations. See LWRP Section M,�Policies; Pages 47 through 5 Yes ❑ No ❑ Not Applicable r C 1 6 C Attach additional sheets if necessary policy 11. Promote sustainable use of living marine resources in Long island r ed Sound, tuatio he Periaic Estuary and Town waters. See L�VRP Section III—Policies, Pages 57 throng h 62Not Applicable Yes � No Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See MM Section III—Policies; Pages 62 through 65 for evaluation criteria. El Yes El No R1 Not Applicable 21 Attach additional sheets if necessary Policy 13. PP Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No.tel Not Applicable p TITLE DATEd4R -~ PREPARED BY 1 ��t� —�----. . rt r z—n S 0>,6W ro�moz �'�� F/SHERS ,z.310 ,0 1 /`.. I /SL.AND .,z. \ S-ND Duos asx.A. FISHERS ISLAND SOUND / ( ! ✓� �aavo eo a.D eT ci 6Wq 7I)A ,N � I ' ` an FNRY L.iERGU .1A M 1` x]A vintq /� '� ,snip aw Nus.us, 14 lqR 2 M - x 2W<I aWq 4 0.11 0.4 1.A 6.to Ai �4^" y. '♦� i.A 2]A i 2W<1 gtrvAlE RD 2p/,/<) a r 71 r I;?.A(.) to WO Po) ZtM vw,F. ..Wal i]. t2.]A ..>� �. .0 ..ncq n: AAoa.A,w]..n '6'`:� - •w.r� � ].. / 17 1 111A 57 nM 5 x14 ]a 3. 2w 004 / FERRYO / 7 �0 n, OP ♦,. '127. , Rm/ladM�RA ,x, 7. I BLOCK ISLAND .��.` SOUND --- -- -- ��- — NoncE COUNTY OF SUFFOLK © x :/ iou]Ran E...�e�o.� _ZL_ at) o..... --._— ter. --•-- SEOTION NO Real Property Tax Service Agency r 4 M® U.��. a ,x, . . r —_— a..... --.-- rr--.r-- dk+Tll.�� ew• P PROPERT'1MP .MO " ,r. i w j n i ������• .:>.,# t �""}w a""e4w. , ark _ 4 u 4r u f 1 5 ^ gY • v ' r i r q r ^ s , w � aA se ^ • u a r - a ♦ - «�"��, �'"".�., fix �t�. � n� � *��,. ��ti i! �«� .` � � �' � .@ q s . � r .. r ..- � `, ��. r'�`x 3a °'+� • a ., ,, T , r� w� - ,� .b i ,, . . . � .. < k. - � .: � ,�m� yt ♦° .. ,...:,.. -P ..�.,,.,.,-...,..... r. ., ���� Ar' .; ,,. � i ..r �.; �,. ,fig .. � tMr 4.. '. �.. rn. . > �„ N ,, r t - .,. dyY p ... „.� t` _... a e T � � .e � .,: �� t� .. - �. , , . . � �..M..�,,. -�„ . - �^-, ..t. ..., a � yM+ „� . � �,� ,:• � � 3.. s� a ��� �"� [ t z � n.... 6 - - 4�'' .4 NEb SC� +9[' Ia��i - � y .. �„yr +u .. �_.. v a .. a. i'r�.':�� �. � �,�' .w£ '.i"a. `v t i � u :. � .. . :''i, �y .� �,. ,. - 'rY y' t r_ ��. t -.,.�..:.. .. �. .i � ,. ��` &. v.. m � is 156'-2' t W 7 s ~ U 77,lz O nn .tel a tl € 1'�1' U) W FU) cis3 1L C F� ON I U N EXISTING STONE WALL N Lu I !__ WC c. �J Lu W Lu -------------------------------- ---------------------------- -------------------------------- k`� � V PROPOSED FOOTING AND FOUNDATION WALL o- PROPOSED FOUNDATION PLAN 1ST SCALE: 1' - 80'-0" 156'-2" t SPACING DETERMINED BY FRAMING SUPPLIER NEW TURBINE VENTILATOR BY STEEL EXISTING ROOF VENTILATION TO 14'-6"AT m BUILDING CONTRACTOR TYP.) BE REMOVED AND RESET I WALL BASE J Y r� K O I grc p �r �4 Z �Zd m w iv zd Na i N = Ln U LL DOUBLE WIDE I SUBFRAMING DESIGNED TO PROPOSED WALL WITH 2'-6' DOOR I DOUBLE WIDE 9' WIDE GARAGE DOOR PROPOSED ROOF RAFTER SUPPORT VENTILATION CONIWUOUS TOP HEADER TYP. GARAGE DOOR GARAGE DOOR (TYP.) (METAL FRAMING) EQUIPMENT (TYP.) (METAL FRAMING) PARTITION WALL (METAL STUDS WITH METAL SIDING BOTH SIDES) • N o z 0 PROPOSED FRAMING PLAN SCALE: 1' = 80'-0" > W EXISTING ROOF VENTILATION Li € GLITTER OVER DOORS EQUIPMENT TO BE REMOVED CORRUGATED METAL ROOFING NEW TURBINE VENTILATOR (TYP.) WITH DOWNSPOUT (TYP.) AND RESET (TYP.) I METAL FRAMED WALL WffH METAL SIDING r (TYP.) K EXISTING 0 STONE WALL OOOO PROPOSED 07000 17--1� �O CONC. CAP Om R W OOOO �OC7O0 CSO o o W NOTCH FOUNDATION PROPOSED 30 PROPOSED DOUBLE WIDE GARAGE LPROPOSED 9' WIDE GARAGE DOOR DATE: 07/16/2019 . WALL AT OPENINGS ENTRY DOOR (TYP.) METAL SIDING-/ DOOR 6'-8" MIN HEIGHT (TYP.) 6'-8" MIN HEIGHT (TYP.) (TYP.) SCALE: AS NOTED OUum coMROL COMMATION I PROPOSED ELEVATION PROJECT: 2019826 ------prow atMM 6RE SCALE: 1" = 80'-0" SHEET �� � 1 OF 2 T � E COORDINATION OF CONTRACTORS: 0 ap m s 1. DEMOLITION BY LOCAL CONTRACTOR. H N v 2 2 ODUNDAT Oft.CONCRETE CAPS, AND CONCRETE SLAB BY LOCAL Q m g LAPPED RAFTERS 3. STEEL COMPONENTS, WALL FRAMING, ROOF FRAMING, ROOFING, SIDING, fA °iti � TO BE REMOVED EXISTING GRADE TRIM, DOORS, GUTTERS, TURBINE VENTS BY STEEL BUILDING CONTRACTOR. C ?; Lu i �€ 4. REMOVAL AND RESETTING OF ROOFTOP MECHANICAL VENTS AND ALL V P [ ELECTRICAL WITHIN BUILDING BY ELECTRICAL/MECHANICAL CONTRACTOR. e 17- EXISTING BUILT-UP BEAM-,""1. GENERAL NOTES: w EXISTING JOIST 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. N TO BE REMOVED 2. THE DESIGN OF THE METAL WALL FRAMING, ROOF RAFTERS, CONNECTION OF 0 o THE ROOF TO THE WALL, AND CONNECTION OF THE WALL TO THE ING ,' , w 2 EXISTING POST FOUNDATIONS SHALL BE THE CONTRACTOR. THE STEEL BUILDING OCONTRACTOR SHALLOF THE COCOO COORDINATE WITH V 0 w BETWEEN GARAGETHE ELECTRICAL/MECHANICAL CONTRACTOR TO PROVIDE OPENINGS AND DOORS �1 BE EXISTING POST w REMOVED SUPPORT FOR NEW OR REPLACED ROOF VENTILATION SYSTEMS (GENERALLY m TO BE REMOVED RESET OR REPLACE IN KIND). -0 EXISTING STONE 3. THE FRAMING SHALL BE DESIGNED BY THE CONTRACTOR FOR THE io WALLS TO REMAIN FOLLOWING LOADS IN ADDITION TO ALL APPLICABLE DEAD LOADS. LOAD EXISTING SLAB SHOWN ARE UNFATORED. TO BE REMOVED P ' SNOW LOAD = 20.2 PSF LIVE LOAD = 20.0 PSF WIND LOAD = 38.6 PSF (UPLIFT ON ROOF) EXISTING FOUNDATION WIND LOAD = 35.1 PSF (LATERAL ON EXPOSED WALL) �O Qz�/ TO BE REMOVED 4. EXISTING TURBINE ROOF VENTS SHALL BE REPLACED IN KIND. THE THREE U Ebi LARGE ROOF VENTS SHALL BE REMOVED AND RESET. 5. REINFORCED CONCRETE CAP, FOOTING, AND FROST WALL SHALL BE 3000 PSI EXISTING SECTION CONCRETE WITH 60 KSI REINFORCEMENT. 6. THE REINFORCED CONCRETE CAP SHALL BE DRILLED AND GROUTED INTO THE EXISTING STONE FOUNDATION WITH (2) #4 REBARS AT 48" ON CENTER. THE REBAR SHALL BE DRILLED TO A DEPTH SPECIFIED BY MANUFACTURER OF ANCHOR. 7. THE REINFORCED CONCRETE SLAB MAY BE PLACED ON TOP OF THE EXISTING SLAB AND SHALL HAVE CONTROL JOINTS AT 25' MAXI J F, U o 8. OVERHEAD GARAGE DOORS SHALL BE COMMERCIAL GRADE WITH ELECTRIC U > OPENERS AND SHALL MEET THE MINIMUM REQUIREMENTS OF THE LOADS 5 m SHOWN ABOVE. 30" ENTRY DOORS SHALL BE COMMERCIAL GRADE. STEEL 60, Z e z BUILDING CONTRACTOR SHALL COORDINATE THE SELECTION OF DOORS WITH o CORRUGATED PURUN (TYP.) THE OWNER. 0"' ox i METAL ROOFING o°d UI m DRILL ANCHOR TO aw p y HOLD DOWNS BY 12 FOUNDATION 9• ALL EXPOSED MATERIALS SHALL HAVE DOUBLE CORROSION PROTECTION z a STEEL BUILDING T I FO STEEL (TYP.) (GALVANIZING AND PAINT). CONTRACTOR (TYP.) CONTRACTOR) 10.ALL COMPONENTS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE ILL, PROPOSED 3" MANUFACTURES SPECIFICATIONS. CONCRETE CAP EXISTING GRADE PROPOSED (SEE DETAIL) 11.STEEL BUILDING CONTRACTOR SHALL COORDINATE WITH THE OWNER ON LL_ GUTTEROVER SELECTION OF SIDING AND ROOFING. DOORS I OPEN WEB JOIST (MAX. 16" DEEP) PLACE CAP ON TOP OF END WALLSSSP CAP TO PROVIDE CONTINUOUS HEADER 3' MAX CAP HEIGHT METAL SIDING DRILL& GROUT o (2) #4 ® 48" j WITH STANDARD b HOCK MATCH EXISTING O) WALL THICKNESS8- PROPOSED WALL B. FINAL GRADE (METAL FRAMING) OMIT AT END ISE, 2) g4 22' WALL CAP LONARSITUDINAL (2) #4 LONGITUDINAL BARS c (SEE NOTE 2) y DRILL ANCHOR TO - FOUNDATION (TYP.) PROPOSED 4" SLAB WITH W �2- 4O 48" O.C. #4 REBAR W (BY STEEL BUILDING WWF 4'x4" - W4xW4 MIN. < ® 48" O.C. CONTRACTOR) (MATCH EXISTING GRADE) i �!4 HOOP BARS 3 • 0 24" O.C. 8" FOUNDATION WALL tO • PROPOSED FOUNDATION CONTINUOUS in (SEE DETAIL) $4 O 12" MAX. STANDARD HOOK c WALL CD . AIL STANDARD HOOK SCALE-.-,A-P= 1'-0 o m PROPOSED SECTION NOTES: m N W SCALE: 1'-0" 1. WALL CAP AT BACKWALL SHOWN, WALL CAP AT END WALLS SIMILAR EXCEPT AS NOTED, o 2' 2. INSTALL ONLY FOOTING PORTION OF WALL & 8 0 0 S CAP WITHOUT VERTICAL BARS ON END WALLS. FOUNDATION DETAIL STEEL BUILDING CONTRACTOR TO INFILL SCALE: 1' = 1'-0 DATE: 07/16/2019 4 I BETWEEN WALL CAP AND ROOF WITH METAL ll FRAMING AND SIDING. ;&ut�hlo�ld SCALE AS NOTED ® E �/J PROJECT: 2019826 OUAu1Y CONTROL CERTIFICATION 1LLL����, v � I a� I SHEET s 2 OF 2 i Town "" �u ANLA f •/ EAST HARBOR J c a. LOADING 3 / •y cwveeu co cE AREA N U RAMP P'0-1.10-8 8 Yo-z � H a LEGEND JI BY " o co PROPERTY LINE / � ; / °0'0-7 ti0�� W lb a' r o ti u' 0-8. nON 10_3 a o m ABUTTERS LINE �,- .-4-TI \ ? co i CL EDGE OF PAVEMENT 625 / 41 W EDGE OF GRAVEL ------------------- �S�, �� CTS ~ m 3 STONE WALL EXISTING CLUB HOUSE / 10-6 10-4 Q RETAINING WALL 1 STORY W 0' ?6� /B ASEMENT 90 ' U � 2 � Y � STOCKADE FENCE Y9,919f SQ. M / ,o-s C o cis w BEACH TREE LINE V �Y ✓�Y YY1 I CLUB O i w cel m U w ch NOW CIR FORMERLY N/F l f RAIN / I UTILITY POLE -�- $/ GARDEN Q WATER VALVE DQ r �9 ;' 6 b / o � wd O O. 5 L 'S co 3 EXISTING BUILDING ® INV=21.25 / 4/ V �. --------------- / / rn 111 s 62� GARDEN / _ BLOGK ISLAND o ' s - i 111 0 SOUND Lu 0 3 / I HYDRANTlu 111 b W.G. ' 111 CRUSHED �� 6" PERFORATED PVC BLDR. I fll LOCATION MAP SCALE 1 400 STONE PARKING `� IN STONE TRENCH = I RAIN GARDEN i S �� ►�+� \01 l ti,tiV �Yw ,, III - - ------ -- CR SH TON 6" PERFORATED PVC E�ECB X IN STONE TRENCH— SEE DESIGN PLANS \ \11 DISCHARGE TO CB DIA FOR PROPOSED PAVED DRIVEWAY REPAIRS TO \�G pN CART BUILDING — \ 0� COASTAL EROSION HAZARD LIMITS Yvw \11 AS SHOWN BY COASTAL EROSION AREA WAP.TOWN OF WWHOLD, GP* SUFFOLK COUNTY. NEW YORIf. 111 SHEET 41—n OF 49. S/29/Sa = ' BANK 1\\ COASTAL EROSION F1AZJIRD LIMITS APPROXIMATE TOP OF 111 AS SHOWN ON COASTAL EROSION �� 11 111 c 111 AREA TMAP TOWN aF SOURTOLD / 1 1 suFFOLtc COUNTY NEW YORIC,, III = III = III - III = SHEET 41-F1 OF 40 111 /i BITUMINOUS 1 ill SHE PAVEMENT � = APPROXIMATE LOCATION \\\ F SHORELINE HE SHE _! _ ```\.• MEAN HIGH WATER NOTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BARLEY FIELD COVE \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, \ \\ S \ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO = I11 ALTER AN ITEM IN ANY WAY. I , BOUNDARY LOCATED — ALONG SHORELINE /i Z III 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 2,200'± \ \\\ \ I = SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. \ = 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 0 SECTION 04, BLOCK 6, LOT 9. z III 5.) TOTAL AREA = 12.3± ACRES. 0 6.) SITE IS LOCATED IN ZONE R-120. � m I n0' � o z z z ,i U Q LLI c; "\'l LL �/ V) N O III - III - III = III =lJr_ �/ ' "tLiALJ cy- ' III = III -�� In \ t T L^WL/ \ / O AUG 1 5 2019 ! z I 0 w �fT-uV-`ns — I - > w ` w \ a I o O 2 7 W I m 01 Q W \ L� o- / in00 N N 00 m CN U DO U(V I I w Of I N \ / O O p J z wLLJ -7 � Y 2 Y L K O W K 2 O J \ / DATE: 07/25/2019 \ _ SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT: #2019826 GROUP REVIEWED GATE PROJECT MANAGER SURVEY 30 15 O 30 SHEET ENVIRONMENTAL C NIL V STRUCTURAL GRAPHIC SCALE IN FEET 1 OF 1 ARCHITECTURAL