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Decision 4360 - Additions and Alterations
ADDITIONS & ALTERATIONS TO CAPE COD COOPERATIVE BANK 121 MAIN ST (ROUTE 6A) ff 'T IL I JII��I��J,- mi I vi "Oomm 11 MAP No. 121 0 W 7ttM\F l ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. TI 203 WILLOW STREET SUITE A CI.O YARMOUTHPORT, MA. 02675 C2.0 TEL. (508) 362-8382 FAX. (508) 362-2828 C3.0 WWW.CAPEARCHiTECTS.COM C4.0 4: BAXTER NYE ENGINEERING & SURVEYING REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS 78 NORTH STREET - 3rd FLOOR, HYANNIS, MA 02601 TEL. (508) 771-7502 FAX. (508) 771-7622 ISSUED FOR SPECIAL PERMIT SCHEDULE OF DRAWINGS COVER PAGE EXISTING CONDITION SITE PLAN PROPOSED SITE LAYOUT PLAN SITE DETAILS SHEET LEGEND t GENERAL SITE NOTES L.1 PROPOSED ARCHITECTURAL LANDSCAPE PLAN AI.I PROPOSED FIRST FLOOR PLAN AI.2 PROPOSED SECOND FLOOR t ROOF PLAN A2.1 PROPOSED BUILDING ELEVATIONS A2.2 PROPOSED BUILDING ELEVATIONS EXI.O EXISTING BASEMENT PLAN EXI.I EXISTING FIRST FLOOR PLAN EX1.2 EXISTING SECOND FLOOR PLAN EX2.1 EXISTING BUILDING ELEVATIONS EX2.2 EXISTING BUILDING ELEVATIONS APPLICATION / ZBA DRAWINGS ARE REPRESENTATIONAL 08 . O8 , 2011 1 ONLY DO NOT SCALE DRAWINGS MAP 121/PARCEL g0 Z" 0 (! 1 d .} 2 t 1 r f f (' i [ % 1 f r ' f _ _J f r ' i 4 Q r C/o ui a "NO DOGS" SIGN EOP � r i N ' QF i F z _ ' RIM EL = 45.5 i ' (UNABLE TO OPEN) r �f F :u F , r' RIM EL = 44.T( r✓ i CCB r 1. 4 + �RUA EL 45.4 (UNABLE TO OPEN) -, BENCHdARK AT MAC/SET ELS 46.12' NAVDi58 ->> i V CB/HELFND D i z= N 09'()3•4,r e 1' 07 GENERAL NOTES: Jr BAXTER NYE 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AF LOCUS • ENGINEERING & •` Or' -�'� 1-,/�trif7l/ '`i 2.) LOCUS AREA. IS COMPRISED OF: ;r� <r r• �ra..: 4'+' y'•. ASSESSOR'S MAP 121 PARCEL 087 SURVEYING JR t f 1 { c(TE DEED BOOK 701 PAGE 219 ! , •a'1�%j tN�.. ry • g�,� LOTS A & B AT PLAN BOOK 83 PAGE 119 ASSESSOR'S MAP IPARCEL 088 Registered Professional Engineers CERTIFICATE ERTIFKATE OF TTTRLE 21314 LOTS 4 & 5 AT L.C.P. No. 23966-0 and Land Surveyors «` ` Y j 3� } r s CERTIFICATE OF TITLE: 79513 f f X LOT 24 AT L.C.P. NO. 23966-E 78 North Street - 3rd Floor V011 ;� f 4 nOilJ TSIs OWNER OF RECORD: CAPE BEA A4lN FRANKLIN WAYS Hyannis, Massachusetts 02607 L• Nk 3Qi�c.- a HYANNIS, MA 02601 Phone - (508) 771-7502 .ad ` - 1 � � • '"' > g _ L/y r E rr b = - APPLICANT: BROWN WILLOW STREET $ICCI A& RAKER ARCHITECTS, INC. cif r R Fox (508) 771-7622 0 S$P r, .t ' �*•-� x ^- -' t 4 r YARMOUTHPOR7 MA 02675 �1'ffLDi1 s e .s WWW.boxter-nye.com C aG . • +CT1IL..'. .q s�„ .: ^. ,� 3.) PROJECT BENCHMARK: AS SHOWN ON THIS PLAN - ESTABUSHED BY CPS ',,'� K•'h 4 , " r'i3O's20°.. 122l'GNw ^ i'� 4.) ZONING INFORMATION 1 �i y}�4g Af STAMP STAMP ZONING DISTRICT : Bi (Business) & R-40 (Res(3erttiai) *( ' � -. � �� �� CURRENT MINIMUM ZONING REQUIREMENTS: ' r t s' fi C4 i 4 ti $ £ �' r , '✓ r 3� MIN. LOT AREA = 25,000 S.F. (81)/40,000 (R-40) _ fro EW jj! MNTt M LOT FRONTAGE 150' Ifo l flM 0@00 O L C I FRONT YARD = 30' SIDE YARD = 25' ((81) &' (R-40) U "N � N W 1 Oct `A.5 NORTH AMERICAN DATUM 1983' 4G� Uy`vQ REAR YARD = ZO' (B1) ffi (R-40) [f f }„ MAXIMUM BUILDING COVERAGE: 25% (R-40) sNA MAXIMUM BUILDING COVERAGE: 25% • (81) * (BI) THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, SHALL NOT EXCEED 707 OF THE TOTAL SQUARE E OF ANY LOT PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS IN LOT __ _ f00TAG IMPERVIOUS COVERAGE. OVERLAY DISTRICTS OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT A TME SEARCH HAS NOT BEEN PERFORMED FOR THIS WE IF m7mmwo TO 6E NECESSW, A TITLE SEARCH SMALL BE PERFORMED BY OTHERS "•--t 6,) THE PROPERTY LINE INFORMATION SHOWN 13 BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE CONNED FROM AN ON THE GROUND FIELD SiJRVEY' PERFORMED BY BWER NYE ENGIJEow & SURVEYING ON JULY 11 & 19 2011. MAP 121/PARCEL 89 1 � i CB/DH FND 11 1 "NO DOGS'- Slcrt At T® .00.00' Posr-:RAIL x _ tsa- -.=` E !07,50• ro FENCE CB/H LD ND i BOP - CC8 RIM EL. = 43.1; INV = 40.5 SUMP =38;15 qt a N i fel � P f IV t.9 N 0 , /I f / v 4' L RIM EL. = 43.1 INV 40.6 - TREES SUMP 37.2 S or15'13• W MAP 121/PARCEL 86 OFFSETS AND BUIMNC DIMENSIONS FROM EXISTING STRUCTURE. 7.) COMMUNITY PANEL NUMBM- 250015 DOW D - THE FLOOD INSURANCE PATE MAP DEFINES THIS AREA AS ZONE C, A NON-WARO AREA. 8.) ENVIRONMENTAL INFORMATION: • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABRAT of PARE W[LDUFE PER NHESP AWP OCTOBER 1, 2008 ESTIMATED HABITATS OF RATE WIDLLPE' FOR USE WITH THE MA Wf7IA M PROTECTION ACT REWTfONS (310 CMR 10).' • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NNESP MAP OMER 1, 2006 CERTFIED VERNAL POOLS.' • SITE IS NOT WITHIN A PRIORITY HABITAT PER NHf3P MAP OCTOBER 1, 20M PRIORITY 1FABITNIS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSEEF'S ENDANGERED SPECIES ACT, REGULATORS (321 CMRt0). w 1c3 • SITE 5 NOT WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PROTECTION AREA. g.) UTIJTY INFORMA':OH_$P, N�ILTf H[RF)N• . THE CONTRACTOR SNAIL CONTACT DIG SAFE (AT 1-888-DIG-S4FE) AND UTILITY WANES TO LOCATE -1 ALL EIQSANG V7UTIES, AT LEAST 72 HOOPS PRIOR TO INE START OF CONSIRUCAWL THE LM71ON OF - EbSDNG UNDERGROl0 1NF7STRUCMRE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE " ` WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND RAVE BEEN RESEARCHED BASED ON THE N`GV eD'1$00 AVAIAB E LONTY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSBLE FOR E , vci ANT' AND ALR. DAMAGES WHICH MICK BE OCCASIONED BY THE COMPACTORS FAILURE TO LOCATE SAID 3s 4:ai(1' INFRASTRUCTURE AND UTILNES EXACTLY. IF FIELD CONDITIONS OFFERS FROM PLAN INFORMATION, THE CONTRACTOR SWdL NORFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. CA �- -� • EXISTING SEPTIC SYSTEM SHOWN ON THIS PLAN WAS OBTAINED FROM PROPOSED SEPTIC PLAN uz ' - PREPARED BY SWETSER ENGINEERING, S. [TENNIS, MA, DATED APRIL 24, 2009 AND AS BOLT CARD 1 & 2, PREPAOM BY PKM CONTRACTORS. INC. SEWER MANHOLES WERE FIELD MONUMENT H/P ENTRANCE- LOCATED BAXTER NYE ENGINEERING & SURVEYING AS SHOWN. CLEANOUrS (C/0) BY SWINGCQNRETE CURB r •w arn sEGo YARMOUTH WATER DlsrRcr sKLTGI291-01 I 177-14-2011.CASCADE (lffDSTO BE VERIFIED), VLAFAX. ZfNE "1R--1,-:;(;RATE 1140 IRON PIPE -SAFE MARINGS AND NATiONM. GRID MAP - W RIM=41.8 6m4._OF q RCWB; 6' C.I. DRAIN PIPE • INV,=34.8 U SL2866. GAS METER WAS FIELD LOCATED BY BAXTER NYE ENGINEERING & SURVEYING. BRIM=44.2 ELECTRIC a i SUMP=34.6 1 25 C METER / • ELECTRIC LINE SHOWN ON THIS PLAN WAS TAKEN FROM A MAP PROVDED BY NSTAR INV=32.2 p® --,DIG-SAFE MARKINGS ` U) --OGE U WHICH INDICATES UNDERGROUND SERVICE WIRE FROM RISER POLE 1/25, ALONG WITH 4 9 , . LIGE UGE CON �a.=maGC ` CE = U `v c�` j DIC -SAFE MARKINGS AS NOT®. INFORMATION DATED 07-15-2011. �"-'- U mom'G �; G I . DRAINAGE STRUCTURE TYPE AND UNDERGROUND PIPING ARE AS SHOWN ON PLAN 1 P & ADDITIONS TO DISTNG BANK BUILDING FOR CAPE COD 12.2 _,_ - G `°a . �/ ENTITLED 'ALTERATIONS 4.6' 41 G GAS tifti,.,� ,, W:''f COOPERATIVE BANK', PREPARED BY BURNETT V. VICKERS, ORLEANS, MA,, DATED METER I 0 SEPT. 12, 1968. PIPE SIZES AND INVERTS BY BAXTER NYE ENGINEERING & ` , .:. „ • SURVEYING ON 8/4/2011. I0755 R p 4121 r COVERED / �'� NO PARKING -42j CAPE COD COOPF3iATIVE BANK I 8 +' n.. Yi T -Y FINANCIAL INS11'TUT1ON I C Pro fs Z � D a HANDICAP SIGNS RIM EL = INV. +SUMP = 1.5 s `Tf STONE F.F.E 46.1 9.5' r... f 2500 GAL. 81.7'-s BANK SIGN ®1 y a`}� -p SEPI K �� j \ L n, SEWER 017 \ ) t MANHOLELLJ 0. L. n ._.. o PUMP .w i p� C/0 � �q cc)CHAMBER`L 1 ' , o it ,B/DH FND 1 m O V'�; m rn J FLAGPOLE ® Tiii ���� g • "BENCHMARK AT CB/DH FNG EL = 42.15 HAVD66 MHB FND I CBE'�p 0 rn C'1 N W to 0 Q i o 25 'I 233.3r/ S 03'49'53' w MAP 121/PARCEL 85 CONSULTANT: ARCHITECT Brown Lindquist Renuccio & Raber Architects, Inc. 203 Willow St., Suite A Yarmouthport, MA 02675 506-362-8382 CONSULTANT PREPARED . Cape Cod Cooperative Bank Operations Center 25 Benjamin Franklin Way Hyannis, MA 02601 • I hx .', r BARREL BLOCK CB A '0000 j AI p`PER 'i Or RIM EL = 44A 39.9 Ai INV "SUMP = 39 .4 ' " ,_,;•', �° �, _ %= �`- 36.9' DRAIN PIPE N (j _ A � I1 BARREL BLOCK CB ` RIM EL = 43.8 ._ . INV. = 40.1 ' / v 4' L RIM EL. = 43.1 INV 40.6 - TREES SUMP 37.2 S or15'13• W MAP 121/PARCEL 86 OFFSETS AND BUIMNC DIMENSIONS FROM EXISTING STRUCTURE. 7.) COMMUNITY PANEL NUMBM- 250015 DOW D - THE FLOOD INSURANCE PATE MAP DEFINES THIS AREA AS ZONE C, A NON-WARO AREA. 8.) ENVIRONMENTAL INFORMATION: • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABRAT of PARE W[LDUFE PER NHESP AWP OCTOBER 1, 2008 ESTIMATED HABITATS OF RATE WIDLLPE' FOR USE WITH THE MA Wf7IA M PROTECTION ACT REWTfONS (310 CMR 10).' • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NNESP MAP OMER 1, 2006 CERTFIED VERNAL POOLS.' • SITE IS NOT WITHIN A PRIORITY HABITAT PER NHf3P MAP OCTOBER 1, 20M PRIORITY 1FABITNIS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSEEF'S ENDANGERED SPECIES ACT, REGULATORS (321 CMRt0). w 1c3 • SITE 5 NOT WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PROTECTION AREA. g.) UTIJTY INFORMA':OH_$P, N�ILTf H[RF)N• . THE CONTRACTOR SNAIL CONTACT DIG SAFE (AT 1-888-DIG-S4FE) AND UTILITY WANES TO LOCATE -1 ALL EIQSANG V7UTIES, AT LEAST 72 HOOPS PRIOR TO INE START OF CONSIRUCAWL THE LM71ON OF - EbSDNG UNDERGROl0 1NF7STRUCMRE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE " ` WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND RAVE BEEN RESEARCHED BASED ON THE N`GV eD'1$00 AVAIAB E LONTY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSBLE FOR E , vci ANT' AND ALR. DAMAGES WHICH MICK BE OCCASIONED BY THE COMPACTORS FAILURE TO LOCATE SAID 3s 4:ai(1' INFRASTRUCTURE AND UTILNES EXACTLY. IF FIELD CONDITIONS OFFERS FROM PLAN INFORMATION, THE CONTRACTOR SWdL NORFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. CA �- -� • EXISTING SEPTIC SYSTEM SHOWN ON THIS PLAN WAS OBTAINED FROM PROPOSED SEPTIC PLAN uz ' - PREPARED BY SWETSER ENGINEERING, S. [TENNIS, MA, DATED APRIL 24, 2009 AND AS BOLT CARD 1 & 2, PREPAOM BY PKM CONTRACTORS. INC. SEWER MANHOLES WERE FIELD MONUMENT H/P ENTRANCE- LOCATED BAXTER NYE ENGINEERING & SURVEYING AS SHOWN. CLEANOUrS (C/0) BY SWINGCQNRETE CURB r •w arn sEGo YARMOUTH WATER DlsrRcr sKLTGI291-01 I 177-14-2011.CASCADE (lffDSTO BE VERIFIED), VLAFAX. ZfNE "1R--1,-:;(;RATE 1140 IRON PIPE -SAFE MARINGS AND NATiONM. GRID MAP - W RIM=41.8 6m4._OF q RCWB; 6' C.I. DRAIN PIPE • INV,=34.8 U SL2866. GAS METER WAS FIELD LOCATED BY BAXTER NYE ENGINEERING & SURVEYING. BRIM=44.2 ELECTRIC a i SUMP=34.6 1 25 C METER / • ELECTRIC LINE SHOWN ON THIS PLAN WAS TAKEN FROM A MAP PROVDED BY NSTAR INV=32.2 p® --,DIG-SAFE MARKINGS ` U) --OGE U WHICH INDICATES UNDERGROUND SERVICE WIRE FROM RISER POLE 1/25, ALONG WITH 4 9 , . LIGE UGE CON �a.=maGC ` CE = U `v c�` j DIC -SAFE MARKINGS AS NOT®. INFORMATION DATED 07-15-2011. �"-'- U mom'G �; G I . DRAINAGE STRUCTURE TYPE AND UNDERGROUND PIPING ARE AS SHOWN ON PLAN 1 P & ADDITIONS TO DISTNG BANK BUILDING FOR CAPE COD 12.2 _,_ - G `°a . �/ ENTITLED 'ALTERATIONS 4.6' 41 G GAS tifti,.,� ,, W:''f COOPERATIVE BANK', PREPARED BY BURNETT V. VICKERS, ORLEANS, MA,, DATED METER I 0 SEPT. 12, 1968. PIPE SIZES AND INVERTS BY BAXTER NYE ENGINEERING & ` , .:. „ • SURVEYING ON 8/4/2011. I0755 R p 4121 r COVERED / �'� NO PARKING -42j CAPE COD COOPF3iATIVE BANK I 8 +' n.. Yi T -Y FINANCIAL INS11'TUT1ON I C Pro fs Z � D a HANDICAP SIGNS RIM EL = INV. +SUMP = 1.5 s `Tf STONE F.F.E 46.1 9.5' r... f 2500 GAL. 81.7'-s BANK SIGN ®1 y a`}� -p SEPI K �� j \ L n, SEWER 017 \ ) t MANHOLELLJ 0. L. n ._.. o PUMP .w i p� C/0 � �q cc)CHAMBER`L 1 ' , o it ,B/DH FND 1 m O V'�; m rn J FLAGPOLE ® Tiii ���� g • "BENCHMARK AT CB/DH FNG EL = 42.15 HAVD66 MHB FND I CBE'�p 0 rn C'1 N W to 0 Q i o 25 'I 233.3r/ S 03'49'53' w MAP 121/PARCEL 85 CONSULTANT: ARCHITECT Brown Lindquist Renuccio & Raber Architects, Inc. 203 Willow St., Suite A Yarmouthport, MA 02675 506-362-8382 CONSULTANT PREPARED . Cape Cod Cooperative Bank Operations Center 25 Benjamin Franklin Way Hyannis, MA 02601 • SHEET TITLE E DATE: 08/03/11 20 0 20 40 SCALE IN FEET SCALE: 1"= 20' DRAWN/DESIGN BY: MTM CHECKED BY: Mm JOB NO: 2011-037 C A D D FILE: 2011-037:." k I t' Ai A � I1 i ' Il • • � f SHEET TITLE E DATE: 08/03/11 20 0 20 40 SCALE IN FEET SCALE: 1"= 20' DRAWN/DESIGN BY: MTM CHECKED BY: Mm JOB NO: 2011-037 C A D D FILE: 2011-037:." RELOCATE !t EXIST£NG SIGN yl d I f :a n sississs r ?' f �.y i?,L LIGHT FIXTURES (TYP-) = , - (SEE ARCHITECVRAL CUT/".,_ .' ✓,'r SHEET FOR DETAIL)`- V -RELOCAIfI I r" r j I ; REMOVE EKISl1NG f. a „-n< a }> ' ASPHAL ,A t A F ' ( F wvu !A CB/DH i w r t M.U.T.C.D. TOTAL PARCEL AREA: 76,042 f S.F. w� QUANTITY 4 RE IRED ALLOWED PROVIDED MIN. LOT AREA 25,000 SF 76,042 SF FRONTAGE: 150 FT 130 FT BUILDING SETBACKS 81 ZONE: FRONT SETBACK 30 FT 81 FT SIDE EAR SETBACK 25 FT 20 FT **7.2 FT 100+ FT 5 EXPAND SIDEWALK c Hyannis, Massachusetts 02601 AMAPIK AT 2 STORIES OR 35 FT r MAX. LOT COVERAGE (IMPERVIOUS AREA)! MAX. BUILDING COVERAGE (STRUCTURES): t ! 51.47. (39,071 SF) 6.6% (5,061 SF) PARKING TABLE { Fax — (508) 771-7622 OFFICE: (1 PS/2 OCCUPANTS) 43 PERSONS OCCUPANT LOAD i 48 SPACES HANDICAP PARKING (TOTAL/VAN) 3/1 SPACES !s• \ STAMP 7 MMITFF1Ew�'�,. - "' 1 14IybY 'Af � . U : r' / {ouAN CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow st", suite A Yarmouthport, MA 02676 508-362-8382 CONSULTANT PREPARED FOR: Cape Coat Cooperative Bank CG^`B 25 Benjamin Franklin Way Hyannis, MA 02601 r( co ' . 0 c® CX 0® O� - cCp r 1 ,. W L aCX F • ! r t f t � g s el n F �4�r ES --, tfy .,` �:.-.. i, r -....,, ...,�,�. 11,,.v. xd 9 i +--„�.•✓� "��, //--j A r. / � x� L'y F tt, f RELOCATE !t EXIST£NG SIGN yl d I f :a n sississs r ?' f �.y i?,L LIGHT FIXTURES (TYP-) = , - (SEE ARCHITECVRAL CUT/".,_ .' ✓,'r SHEET FOR DETAIL)`- V -RELOCAIfI I r" r j I ; REMOVE EKISl1NG f. a „-n< a }> ' ASPHAL ,A t A F ' ( F wvu !A CB/DH O T i r r iv? ' I ,,` ' A i L.`.. 87 & 83 TOTIAL PAFI_ 4. -1 75 ACRE SLI {i Vii= INSTALL NEW Cl & CONNECT TO EXISTING LEACHING CB'S REMOVE GRATE AiND REPLACE WITH SOLID COVER. RESET TO GRADE CB/DH FND HELD NEW EXTENDED DRIVE THRU CANOPY PCC =LANDSCAPE NEW ATM - ISLAND BOLLARD (TYP.) - "DO NOT 4NTER" Q _ SK;N' NORTH AMERICAN DATUM 1983 RE -ALIGNED TWO DRIVE TO REAR PARKING LOT EXISTING DRIVEWAY TO BE REMOVED tR ATE GRATE OPOSEDOF CURB Torr.. c... �... ....-_. ZONING TABLE i w r ZONING DISTRICT(S). B1 (Business) & R-40 (Residential) OVERLAY DISTRICTS: OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT ALLOWED USE: BUSINESS/RESIDENTIAL EXIST & PROP USE: COMMERCIAL BANK EXIST BUILDING AREA: TOTAL BUILDING AREA (OFFICE) = 4,312 GSF M.U.T.C.D. TOTAL PARCEL AREA: 76,042 f S.F. w� QUANTITY 4 RE IRED ALLOWED PROVIDED MIN. LOT AREA 25,000 SF 76,042 SF FRONTAGE: 150 FT 130 FT BUILDING SETBACKS 81 ZONE: FRONT SETBACK 30 FT 81 FT SIDE EAR SETBACK 25 FT 20 FT **7.2 FT 100+ FT 5 EXPAND SIDEWALK c Hyannis, Massachusetts 02601 AMAPIK AT 2 STORIES OR 35 FT 1 STORY /25.5 FT (EX) MAX. LOT COVERAGE (IMPERVIOUS AREA)! MAX. BUILDING COVERAGE (STRUCTURES): 70% (EXIST. = 40,055 SF) 257. 51.47. (39,071 SF) 6.6% (5,061 SF) PARKING TABLE Fax — (508) 771-7622 OFFICE: (1 PS/2 OCCUPANTS) 43 PERSONS OCCUPANT LOAD i 48 SPACES HANDICAP PARKING (TOTAL/VAN) 3/1 SPACES !s• \ STAMP 7 MMITFF1Ew�'�,. - "' 1 14IybY 'Af � . U : r' / {ouAN CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow st", suite A Yarmouthport, MA 02676 508-362-8382 CONSULTANT PREPARED FOR: Cape Coat Cooperative Bank CG^`B 25 Benjamin Franklin Way Hyannis, MA 02601 508-568-3200 co ' . 0 c® CX 0® O� - cCp r 1 ,. W L aCX F • O c W(D -:i CL L 6YMCa D: �4�r ES --, tfy .,` �:.-.. i, r -....,, ...,�,�. 11,,.v. xd 9 i +--„�.•✓� "��, //--j / Z 0 tt, f m O T i r r iv? ' I ,,` ' A i L.`.. 87 & 83 TOTIAL PAFI_ 4. -1 75 ACRE SLI {i Vii= INSTALL NEW Cl & CONNECT TO EXISTING LEACHING CB'S REMOVE GRATE AiND REPLACE WITH SOLID COVER. RESET TO GRADE CB/DH FND HELD NEW EXTENDED DRIVE THRU CANOPY PCC =LANDSCAPE NEW ATM - ISLAND BOLLARD (TYP.) - "DO NOT 4NTER" Q _ SK;N' NORTH AMERICAN DATUM 1983 RE -ALIGNED TWO DRIVE TO REAR PARKING LOT EXISTING DRIVEWAY TO BE REMOVED tR ATE GRATE OPOSEDOF CURB Torr.. c... �... ....-_. ZONING TABLE i w r ZONING DISTRICT(S). B1 (Business) & R-40 (Residential) OVERLAY DISTRICTS: OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT ALLOWED USE: BUSINESS/RESIDENTIAL EXIST & PROP USE: COMMERCIAL BANK EXIST BUILDING AREA: TOTAL BUILDING AREA (OFFICE) = 4,312 GSF M.U.T.C.D. TOTAL PARCEL AREA: 76,042 f S.F. w� QUANTITY 4 RE IRED ALLOWED PROVIDED MIN. LOT AREA 25,000 SF 76,042 SF FRONTAGE: 150 FT 130 FT BUILDING SETBACKS 81 ZONE: FRONT SETBACK 30 FT 81 FT SIDE EAR SETBACK 25 FT 20 FT **7.2 FT 100+ FT 5 EXPAND SIDEWALK c Hyannis, Massachusetts 02601 MAX. BLDG. HEIGHT(STORIES): 2 STORIES OR 35 FT 1 STORY /25.5 FT (EX) MAX. LOT COVERAGE (IMPERVIOUS AREA)! MAX. BUILDING COVERAGE (STRUCTURES): 70% (EXIST. = 40,055 SF) 257. 51.47. (39,071 SF) 6.6% (5,061 SF) PARKING TABLE Fax — (508) 771-7622 OFFICE: (1 PS/2 OCCUPANTS) 43 PERSONS OCCUPANT LOAD 21.5 SPACES 48 SPACES HANDICAP PARKING (TOTAL/VAN) 3/1 SPACES 3/1 SPACES STAMP STAMP ��i of cus aj'y f * (B1) THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, SHALL NOT EXCEED 70% OF THE TOTAL SQUARE FOOTAGE OF ANY LOT. PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS IN LOT IMPERVIOUS COVERAGE. ** PRE-EXISTING NON -CONFORMING YELLOVY LINE e = HATCHrn -:NIXZONE R40 r . i . T w � �I r. cn I ice\ _ I - � \ ZaN , Y �� �> - 1, I ! TRAFFIC S GN ` I ,.. DILARD II I+1own AS -SHOWN ..Nor 4 Irk ,.' I '� � '. "DO NOT + r � ;. � •- .k , I i ENTER" NVA a SIGN I €' 4. CC,', _ r/t 1; NEW PEDESTAL i m _ REMOVE - EXISTING ASPHALT tjcr,.f�r / orf ,rF _N. .........-_ r C _. F � E EXI t PARKINGi a) -NEW COVERED t t SPACES TO;'Aj low i ENTRY & H/C pp� REMAIN t j I . '” ACCESS VESTIBULE . , e & RAMP SIGN --f _... , r �..I, _ 1 :'- •^—^,.,^-._. .: 'I u' HCSIGN- 'USE * $IGNJ ��{1 _ USE EXIST. HC SIGN -" ._...ter.- _. t i „ o i 5.t rM REMOVE & REUSE .�' . - $ �' - -__.-.. 5C6/DH Fh1D' I�.r HANDICAP SIGN 6 ■ C7 NEW COVERED \ MAINTAIN EXISTING m d s ENTRY PORCH &.-----.SIDEWALK & 5 3 tr STEPS EXPAND 51DEWALK - li$ SHOWN MHB FND CBE -¢ 0 N W (O CO SIGN i w r V G C M.U.T.C.D. SPECIFICATION w� QUANTITY 4 NUMBER - a AD ND RECONFIGURED f BITti1uJN0US REMOVE EXISTING ATM I I� w. t __ (� z f 12" 18" ,. CONCRETE"" PARKING LOT �e C>rit,,r, r 3 F r "� - 'A i " 5 EXPAND SIDEWALK c Hyannis, Massachusetts 02601 AS -SHOWN ..Nor 4 Irk ,.' I '� � '. "DO NOT + r � ;. � •- .k , I i ENTER" NVA a SIGN I €' 4. CC,', _ r/t 1; NEW PEDESTAL i m _ REMOVE - EXISTING ASPHALT tjcr,.f�r / orf ,rF _N. .........-_ r C _. F � E EXI t PARKINGi a) -NEW COVERED t t SPACES TO;'Aj low i ENTRY & H/C pp� REMAIN t j I . '” ACCESS VESTIBULE . , e & RAMP SIGN --f _... , r �..I, _ 1 :'- •^—^,.,^-._. .: 'I u' HCSIGN- 'USE * $IGNJ ��{1 _ USE EXIST. HC SIGN -" ._...ter.- _. t i „ o i 5.t rM REMOVE & REUSE .�' . - $ �' - -__.-.. 5C6/DH Fh1D' I�.r HANDICAP SIGN 6 ■ C7 NEW COVERED \ MAINTAIN EXISTING m d s ENTRY PORCH &.-----.SIDEWALK & 5 3 tr STEPS EXPAND 51DEWALK - li$ SHOWN MHB FND CBE -¢ 0 N W (O CO SIGN Sl11VIMARV M.U.T.C.D. SPECIFICATION TEXT QUANTITY WIDTH HEIGHT NUMBER SURVEYING RESERVED .1 v I HC* 12" 18" PARKING 2 NEW 1 EXIST. I Hyannis, Massachusetts 02601 1 R5-1 24" 24" '+ 2 ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION, ALL APPLICABLE CODES, AND LOCAL REQUIREMENTS, ORDINANCES, AND BYLAWS. SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN WORDING AND COLOR REQUIREMENTS WITH LOCAL AGENCIES AS NECESSARY (SPECIAL NOTE TO VERIFY HANDICAP PARKING SIGN FORMAT) * ADD "VAN ACCESSIBLE" WHERE ASTERISKED NOTES: 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. 2^ THE CONTRACTOR SHALL CONTACT THE ARCHITECT/ENGINEER TO SCHEDULE A PRE—CONSTRUCTION MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 4. EXISTING PAVING EDGE SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. 5. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABLE. ALL BUILDING DIMENSIONS SHALL BE TAKEN FROM ARCHITECTURAL PLANS. 6. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES. • DATE: 08/03/11 20 0 20 40 SCALE IN FEET SCALE:1"= 20' DRAWNIDESIGN BY: MTM CHECKED BY - JOB NO: 2011-037 CADD FILE: -2011-0' BAXTER NYE J�7- ,. ENGINEERING & SURVEYING Registered Professional Engineers .1 v I and Land Surveyors tr „ 78 North Street — 3rd Floor I Hyannis, Massachusetts 02601 1 Phone — (508) 771-7502 ' 5- Fax — (508) 771-7622 www.boxier—nye.com ` STAMP STAMP ��i of cus aj'y f MMITFF1Ew�'�,. - "' 1 14IybY 'Af � . U : / {ouAN CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow st", suite A Yarmouthport, MA 02676 508-362-8382 CONSULTANT PREPARED FOR: Cape Coat Cooperative Bank Operations Center 25 Benjamin Franklin Way Hyannis, MA 02601 508-568-3200 co e� Q . 0 c® CX 0® O� t® CC 'S( fO `! O W L aCX F �%J O c W(D -:i CL L 6YMCa D: Z 0 m - a W s a � U Q u7 LU r� H N JJ F- a ro o � m o z SHEET TITLE Layout Plan • DATE: 08/03/11 20 0 20 40 SCALE IN FEET SCALE:1"= 20' DRAWNIDESIGN BY: MTM CHECKED BY - JOB NO: 2011-037 CADD FILE: -2011-0' 24' 5J Ls jj 46' VIA. CATCH BASIN (STEEL REINFORCED FOR H1-2 S-20 LOADBVG} 2-r p ° •.• 48" DLA CATCH BASIN FINISH (STEEL 8RE�W OADING) NOTES 1. ALL SECTIONS SHALL BE DESIGNED FOR HS -20 LOADIN0. 2 COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" D.C. FOR THE FULL DEPTH OF THE STRUCTURE. 3. PROVIDE "V' KNOCKOUTS FOR PIPES WITH Y MAX. CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL PPE CONNECTIONS. 4. JOINT SEALANT BETWEN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. 5, CATCH BASIN FRAME AND GRATE" SHALL BE SET IN FULL MORTAR BED. ADJUST TO CRAVE WITH CLAY OR= AND MORTAR (2 (BOCK COURSES TYPICALLY, 5 BRICK COURSES MAMMUM) ' ENGINEER TO COORDINATE FRAME & GRATE AND PIPE TYPE. • LABARON LF 246 OR EQUAL mai" 1. THE MKICIAN AWMAME ROUTE (SOEFALUO AND CURB RAMP CROSS SLOPES SHALL BE 2.OX 2. THE UPSM ALLCMABLE SLOPE OF ACCES99LE ROUTE EXCLUDING CURB RAM'S SHALL BE BX 3• THE MAX" ALLOMFBLE RAPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE BX 4, A MMIWM OF 4 FEEI CLEAR SHALL BE MAINTAINED AT ANY KRMAHENT OBSTACU IN TREE GILLS. SI CCESSIBLE ROUIE (LE:. HYDRANTS 5 CURB TREATMENT VAN'S SEE PLANS FOR CURB TYPE. & BASE OF RAMP SNMl BE GRADED TO PREWNT PONDING 7. SEE TYPICAL SMALC SE'CIION FOR RAW CONSTRUCTION. S. CEMENT CONCRETE SRENGTH TO BE 35M PSI AT 28 DAYS 8. PROME ETPANSM ,WKTS AT MIN. 18 FT. C.C. MIN PRE - MOLDED JOLNT FILER. 10. PRONCE BROOM FBBSv IN DIRWRON PE)" 0IDLJLAR TO CURB. TREATMENT VARIES TREATMENT VARIES SURFACE 12' TREATMENT CONC. BITUMINOUS STEEL REINFORCED PRECAST 1/2- MAX MORTARED JOINTS CONC. PAVEMENT VARIES (TOP COURSE) CONCRETE CURD (4,000 PSI) VERTICAL 6' 2' SEE DETAIL #418 1' CHAMFER GRANITE CURB SLOPE \ TOO- TOP OF CURB BITUMINOUS SLOPE VARIES— PROPOSED BIT. SLOPE VARIES— TOC = PROPOSED BIL VARIES— \ CONC. PAVEMENT i. CONC. PAVEMENT C%C. PAVEMENT (SEE DETAIL #418) 3' (BINDER COURSE) t m 1" BOC = 80 MOF CURB c 0, -'e• - .. o"0 0• BOC = e O ° 0.00 .._ °ao ° I�,`'`,_.' ti•;:'•`�•.�• Y -•• ,o'O°oe0e4 o0 e0 •°Oo• N0OOO 0-Co e 0° 0 000 s 'o O -CP °°ob OCNTOUS CONCRETE CO o0e 1 0 O •O °° 10 o ° �O 00•1 BEDDING 00 00 8°0a .° � Oa •00 0 O009 3 0 O .00� O :C0 Q0 O 8 0• Oo•a O •0 8 o0 0 ab 00 o° b°CP ° CO 010 p . • O°' p00oOOoCP° o$O°OO OO°0 ,o0 8°� .S8°°O000 0 $ o ° eie 0 Op000. 0 CSI 0 O O r 0 COMPACTED r 114e' BY 27" DOWEL AND SOCKETS SHALL E E FURNISHED AT ENDS GRAVEL BASE - \ OF ALL CURB SECTIONS IN COMPACTED GRAVEL BORROW 3,000 PSI CONCRETE- BITUMINOUS COMPACTED RECOMMENDATIONS. NDATIONS. MANUFACTURER'S (95% MAX. DENS" 6, 6' 6" FIELD PLACE TACK COATGRAVEL. BASE COMPACTED GRAVEL (MIN.) BASE (ML03.0. TYPE B OR C) (MIN.) BASE COMPACTED COMPACTED COMPACTED SUBGRADE SUBGRADE SUBGRADE NOTES: 1. JOINTS BETWEEN PRECAST UNITS SHALL BE TIGHTLY BUTTED (1/8" MAX) WITH CEMENTED JOINT AS NECESSARY. CATCH BASIN (CB) WITH GAS TRAP rc- I ACCESSIBLE CURB RAMP - TYPE 'AP N.T- C- VERTICAL GRANITE CURB (VGC) rLTs. C- CAPE COD BERM (CCB) N.T.S. 47 N.T.S. � MATERIALS AND THE FOLLOWNG SUBSECTIONS I I MINERAL AGGREGATE :M3.11.04 BITUMINOUS MATERIALS :M3.11.06 DETAIL MINERAL FILLER :M3,11.05 COMPOSITION OF BASE COURSE :M3.11.02 PAVEMENT las ; C?�Tl�lL Lai DETAIL L=JDETAIL PRECAST CONCRETE CURB SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 tItoPL 4Wfi ' ®IFoTAIL 6. CLASS I BITUMINOUS PAVEMENT ,TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AND 3/8" DIA. HEK HEAD PRECAST CONCRETE CURB Eft i+ BOLT W/HEX NUT AND--, 0 TRANSITION PIECE 0 3 N.T.S. () ® CAPE COD BERM ROUNDED CONCRETE CAP LU NOTE: OFFSET SIGN 3 FT. FROM FACE OF o m 2 3 CURB WHEN REQUIRED FOR CAR OVERHANG FNRACISE PRECAST CONCRETE CURB ri U PAVEMENT OLU SIGN A B 0 O E 12`X16' Ir 16' 1.5' 1.5" SURFACE CONCRETE FILL IcaYN- i' 16- r 0 a - (3000 PS, TWED 4" THICK CONCRETE SIDEWALK SEE LAYOUT SHEET - 0 1' BITUMINOUS SURFACE COURSE/TOP COURSE PER M14D M3.11.03 TABLE A CURB IF REQUIRED VARIES 4" RElNF, SLAB FOR SIGN FACE p (SEE PLAN) (2�. MOX) GRADEALK W 1. BEYOND W/ 6 X 6 W 1.4 X W 1.4 CE`J4T7JATK' MEw L> °;:t O "v o c a ate" •,- 2" BITUMW011S BASE COURSE/ BINDER o T.S�e T iCal Additiond Info LFINISH W.W.M. - e DIA. GALVANIZED STEEL o dy. •Q fl• PER MHD M3.11.03 TABLE A FINISH See Plans '[OT O 0 Op 4 O 'f J:oO 0 ° �°;pA 12" GRAVEL BORROW MI.03.0.TYPE A OR B OR RECLAIMED PAVEMENT BORROW MI.11.0 PAVEMENT •---X �---X-�- X ,O TACTILE WARNING TEXTURE CAPE COD BERM ¢�•o d • -' o I PAINTED IN COLOR SELECTED BY ARCHITECT ..-• eo''o• I °• a•"''` •� °04 2 7/4"d 72 GAUGE—, e 0 EXPANSION EXLS'TIIHG GRADE TRAFFIC SIGN FACE 0 '. PREMOLDEXPANSION ED PREMOULDED FILLER 1,-p• JOINT CONC. CURB W/ 3 RE13AR TOP BOOM o JOINT 4" RELENT, SLAB SEALANT dG N •� N PA COMPACTED SUBGRADE IN 1.. W6 X 6 W 1.4 X W 1.4 (WHEN E) VARDIB u W.W.M.• EXISTING PAVING �_ VIF_w PRECAST CONCRETE CURB TRANSITION PIECE 6" GRAVEL BORROW - "All SLOPE 1;T2 v COMPOSITION AND COMPIX11 ON ACCEPTANCE TESTS 1-2r (COMPACTED) SIGN SUPPORT u RMAN E WITH 311 DB SECTION+^�� 1/2" —- CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT BLDG. FACE OR FIXED OBJECT 1. OBTAIN SAMPLES FROM PLANT TO WDICATE CONFO C M JOINT DETAIL CONCRETE CURB 2, PAVEMENT DENSITY AS OU'nS:EO IN M3.11.09 CAPE GOD BERM 1 1 3. ALL SAMPLES TO BE TARN IN ACCORDANCE WITH AAS14TO T230 47 m 4. MATERIALS SHALL MEET OR ACCEED TFE REQUIREMENTS SPECIFIED IN SECTION M3.11.00, DIMSXNJ IB , � MATERIALS AND THE FOLLOWNG SUBSECTIONS I I MINERAL AGGREGATE :M3.11.04 BITUMINOUS MATERIALS :M3.11.06 DETAIL MINERAL FILLER :M3,11.05 COMPOSITION OF BASE COURSE :M3.11.02 PAVEMENT SURFACE5- THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT j PRECAST CONCRETE CURB SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 tItoPL TRANSITION PIECE 1 #' 6. CLASS I BITUMINOUS PAVEMENT ,TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AND 3/8" DIA. HEK HEAD A710N EIFY—_ SHALL HAVE A MINIMUM OF 35°5 COMPACTION. TESTING TO BE COMPLETED BY METHODS 1/2" —- CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT BLDG. FACE OR FIXED OBJECT N.T.S, F -c-71 HANDICAPPED PARKING STALL SYMBOL (JET^iL N.T.S. FTI I TRAFFIC SIGN POST N.T.S. rs DETAIL 6° COMPACT GRAVEL HANDICAPPED RAMP X -SECTION D TAIL T-8" C- PRECAST CONRETE CURB (PCC) 412 DETAIL "VAN" ACCESSIBLE HANDICAP SPACES N.T.S. c- N NOTES: 1. PAINT COLOR TO BE 'WHITE' FOR ARROW AND LETTERS. 'DRIVE-THRU' LETTERS TO BE ELONGATED HELVE71CA MEDIUM - 2 PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. DRIVE-THRU SYMBOL PAVEMENT MARKING NJ.S. s.. �1 MAXIMUM SLOPE 2% '". I VAN & BAXTER NYE ENGINEERING SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 www.boxter-nye.com STAMP (STAMP CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. N.T.S. 203 Willow St., Suite A Yarmouthport, MA 02675 503-362-3332 CONSULTANT PARKING SIGNS FOR HANDICAPPED SEE PLAN FOR PLACEMENT HANDICAPPED RDAPPROPRIATTE DETAL)RAMP DETAILS 4" SOLID /— WHITE STRIPING PREPARED FOR: ® 45; B" O.C. Cape Cod Cooperative Bank SIDEWALK Operations Center R 25 Benjamin Franklin Way IN ALL DIRECTIONS Hyannis, MA 02601 505-568-3200 z Q VAN a W UJ C.C k V) 5'-0' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 4" SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML. THICKNESS) TYP• HANDICAP PARKING STALL LAYOUT DMT IL E:RTI0AL REr,T ANCi 9-: OUTiUNED IN M3.11.00 JOINT DETAIL BITUMINOUS CONCRETE PAVEMENT SECTIONS N.T.S.C— CONCRETE SIDEWALK N.T.S. VERTICAL CURB TO BERM TRANSITION N.T.S. � C- I I Lai DETAIL 421-- DETAIL eMA ®ETI�IL g g j tItoPL 2 1/2'0 12 GAUGE --- --, 1 #' 3/8" DIA. HEK HEAD 0 0 Eft i+ BOLT W/HEX NUT AND--, 0 WASHERS "'�� 0 3 N.T.S. () ® i ROUNDED CONCRETE CAP LU NOTE: OFFSET SIGN 3 FT. FROM FACE OF o m 2 3 CURB WHEN REQUIRED FOR CAR OVERHANG FNRACISE + ri U OLU SIGN A B 0 O E 12`X16' Ir 16' 1.5' 1.5" ' o CONCRETE FILL IcaYN- i' 16- r 0 a - (3000 PS, TWED 0 SEE LAYOUT SHEET - 0 FOR SIGN FACE p o - e DIA. GALVANIZED STEEL O 0 PIPE FILLED WITH CONCRETE ,O I PAINTED IN COLOR SELECTED BY ARCHITECT APPROVED SHEET METAL-' 2 7/4"d 72 GAUGE—, e 0 TRAFFIC SIGN FACE 0 '. PREMOLDEXPANSION ED 1,-p• 8" �,' o - v JOINT FILLER AND SEALANT 0 u BREAK -AWAY DETAIL ' - FINISHED GRADE 2 1/2- GALVANIZED 0 v SURFACE TREATMENT VARIES 1-2r w SIGN SUPPORT u ' ° MIN. 3/8" DM- PAN HEAD- • 2" MIN. ` -' PATCH, REPAIR AND `0 MACHINE SCREW .., . �. _jam REPLACE EXISTING SURFACE W/HEX NUT - ' IN KIND. BLEND TO MATCH £ &WASHERS ' " EXISTING OR REPAIR ANY = O DISTURBED AREAS OF 24' CIA. CONCRETE FOOTING ' LOM( /SEED -SOD c ' V. - (3000 PSI, TWE U 2'-0' Rf ,r OR LANDSCAPING ^ O ' v • \ FIBER OR PbC -..:' O v, v < a WASHER OO o GRAVEL BORROW �,� 0 • ' - (TWE C) , 0 m O O 0 SIGN—' 0 ' NOTE: SYMEOL SHALL BE CENTERED 0 0 IN THE PARKING STALL 0 FIRM SUBGRADE 0 CONCRETE FILLED BASE SIGN PANEL ATTACHMENT (IF REQUIRED) N.T.S, F -c-71 HANDICAPPED PARKING STALL SYMBOL (JET^iL N.T.S. FTI I TRAFFIC SIGN POST N.T.S. rs DETAIL 6° COMPACT GRAVEL HANDICAPPED RAMP X -SECTION D TAIL T-8" C- PRECAST CONRETE CURB (PCC) 412 DETAIL "VAN" ACCESSIBLE HANDICAP SPACES N.T.S. c- N NOTES: 1. PAINT COLOR TO BE 'WHITE' FOR ARROW AND LETTERS. 'DRIVE-THRU' LETTERS TO BE ELONGATED HELVE71CA MEDIUM - 2 PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. DRIVE-THRU SYMBOL PAVEMENT MARKING NJ.S. s.. �1 MAXIMUM SLOPE 2% '". I VAN & BAXTER NYE ENGINEERING SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 www.boxter-nye.com STAMP (STAMP CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. N.T.S. 203 Willow St., Suite A Yarmouthport, MA 02675 503-362-3332 CONSULTANT PARKING SIGNS FOR HANDICAPPED SEE PLAN FOR PLACEMENT HANDICAPPED RDAPPROPRIATTE DETAL)RAMP DETAILS 4" SOLID /— WHITE STRIPING PREPARED FOR: ® 45; B" O.C. Cape Cod Cooperative Bank SIDEWALK Operations Center R 25 Benjamin Franklin Way IN ALL DIRECTIONS Hyannis, MA 02601 505-568-3200 z Q VAN a W UJ C.C k V) 5'-0' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 4" SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML. THICKNESS) TYP• HANDICAP PARKING STALL LAYOUT DMT IL E:RTI0AL REr,T ANCi 9-: ACCESSIBLE PARKING SIGN DP--rAIL- NTS. e ca ca � I I j * g g j tItoPL a 1 #' D as Eft i+ ®�®a i i 3 N.T.S. () ® i LU I 16- 2 3 + ri U OLU SIGN A B C D E 12`X16' Ir 16' 1.5' 1.5" 1.5' ACCESSIBLE PARKING SIGN DP--rAIL- NTS. n111111110M SHEET TITLE tail Sheet SHEET NO DATE: SCALE' J V H I Vy: ZU 11—U3 / U A D U FILE: 2017- ' e ca ca tItoPL a (0 LOLO W Eft ®�®a N.T.S. () ® +• LU Q' 16- U OLU 4-6 L �C L C DO QFC to 6 IcaYN- i' 16- r a n111111110M SHEET TITLE tail Sheet SHEET NO DATE: SCALE' J V H I Vy: ZU 11—U3 / U A D U FILE: 2017- ' p,, ABBREVIATIONS LEGEND ARAN ABANDON Dom EXIST' PROs' EXIST PROP ADJ ADJUST =Mow PROPERTY LINE � - -'-- DRAINAGE UNE APPROX APPROXIMATE ® PROJECT LIMIT LINE m OVERFLOW DRAIN BB BITUMINOUS BERM ---- ---� RIGHT-OF-WAY/PROPERTY LINE IR - ROOF DRAIN Be &RIdINOUs CURB EASEMENT .` -S - SEWER LINE BOC BOTTOM OF CURB � _ ------•--- BUILDING SETBACK - ° �` - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM BOS BOTTOM OF SLOPE STATE MGHWAY BASELINE - - W - WATER LME BOW BOTTOM OF WAIL 10+o- 10+00 -. -- CCB CAPE COD BERM BASELINE —FP- FIRE PROTECTION LINE CSE COBBLESTONE EDGNG - ---- CONSTRUCTION LAYOUT -- - G - GAS UNE " ®•® ZONING UNE ---- E -. - E ELEV ELEVATION f . _ - E/Dc CR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES EXIST EXISTING --- TOWN UNE EQ. EQUAL - T - - T - UNDERGROUND DATA & COMMUNICATION LINES ---- STATE LINE _ FDN FOUNDATION ---r:?---- —FA- FIRE ALARM FF FINISHED FLOOR ELEVATION ----.--- GAVEL ROAD -F&P FIRE & POLICE CABLE GB GRADE BREAK EOP EOP —CAN— CABLE TV GG GRANITE CURB - EDGE OF PAVEMENT Be.. BITUMINOUS CURB ", rc ®� CATCH BASIN (SQUARE OR ROUND CATCH BASIN) CCR GRAHANDC EDGING Re .. ®MB DOUBLE CATCH BASIN HP HIGH POINT - - - CAPE CCD BERM " PtxPRECAST CONC. CURB III DRAIN INLET LA LANDSCAPE AREA VGC VERT. GRAN. CURB ® DMH DRAIN MANHOLE ' LP LOW POINT SLOPED GRAN. CURB IT`- =m= TRENCH DRAIN MAX MAXIMUM LIMIT OF CURB TYPE PLUG/STUB IAN MINIMUM ---- SAWCUT. r,: L'u FESS FLARED END SECTION MCC MONOLITHIC CONCRETE CURB ' r MATCHUNE HEADWALL NIC NOTIN CONTRACT NTS NOT TO SCALE ® CONIRCL STRUCTURE SK PCC PRECAST CONCRETE CURB ---','- - SOLID WHITE LINE PROP PROPOSED SIL C3 ®Sill SEWER MANHOLE SOLID YELLOW LINE PWW PAVED WATER WAY s - -a...- BWL BROKEN WHITE LME : © GREASE TRAP REMOD REMODEL BY BROKEN YELLOW LINE REM REMOVE f SOLID WHITE CHANNELIZING LINE `r? ® WATER MANHOLE R&R REMOVE AND RESET NL SYCHL SOLID YELLOW CHANNEUZING LINE ® WATER GATE R&S REMOVE AND STAG( DOUBLE YELLOW UNE __;,-`'''` TAPPING SLEEVE, VALVE, RET RETAIN 50SL STOP UNE & BOX RISER SGE SLOPED GRANITE EDGING •��� �• PRESSURE REDUCER SGC SLOPED GRANTE CURB SIAMESE CONNECTION Hro PEG TIE INTO E}7571NG GRADE - - --- STEEL GUARD RAIL p FIRE HYDRANT TOC TOP OF CURB WOOD GUARD RAIL V-4 Wu STOCKADE FENCE PN WATER METER TOF TOP OF FOUNDATION • POST INDICATOR VALVE TOS TOP OF SLOPE .::, PATH WELL TOW TOP OF WALL vp-V T N TREE UNE MONITORING WELL TYP TYPICAL -K_- �--.x---x—x-x- CHAIN LINK FENCE n 0 IRRIGATION CONTROL VALVE UON UNLESS OTHERWISE NOTED STONE WALL 7;' )� SPRINKLER HEAD IF VERIFY IN FlF7D BY CONTRACTOR - �—v- RETAINING WALL GG GAS GATE VGC VERTICAL GRANITE CURB _.__......______.. O x HAY BALES =' ® GAS METER x" @ DVI ELECTRIC MANHOLE S T� 1IL ^--'' - • _- --4 M.NOR CONTOUR ® ELECTRIC BOX ACCMP ASPHALT COATED CORRUGATED METAL PIPE - z0� IEAJOR CONTOUR CAP CORRUGATED ALUMINUM PIPE TOP of SLOPE ELECTRIC METER GIP CAST IRON PIPE ..-.-r0�----- TOS-- .,. :_- LIGHT POLE —R�- BOTTOM of SLOPE_ # <61 Q ROOD LIGHT CIT CHANGE IN TYPE I LANDSCAPE LIGHT CMP CORRUGATED METAL PIPE rr ^fF, BUILDING E.p - LIGHT POLE (SINGLE) GOND CONDIAT �ID+T BUILDING ENTRANCE ■ to SINGLE LUMINAIRE CPP HIGH DENSITY POLYETHYLENE CORRUGATED ,D ]PLD LOADING DOCKF.. DOUBLE LUMINAIRE PLASTIC PPE - SMOOTH INTERIOR j)lIC; �6OHD OVERHEAD DOOR CS CURB (STOP FOR WATER IME --_- TRIPLE LUMINAIRE " BOLLARD QUAD LUMINAIRE DIP DUCTILE IRON PIPE +T DUMPSTER PAD - SIGN .. JIM WALL PACK DS DOWN SPOUT t E ELECTRIC -- DOUBLE SIGN '�?;; PM 0 MANHOLE f&C FRAME AND COVER �`'' PARKING METER t _.__. .,. C --a- UTILITY PO E/CUY WIRE tD PARKING COUNT �.._._..C� �---0- UTILITY POLE/GUY POLE F&G " AND GRATE CIO COMPACT PARKING STALLS© HAND HOLE G GAS 4._. CROSSWALK ® PULL BOX HYD HYDRANT I?Ill i:l+E _- CROSSWALK ® SILT FENCE/HAYBALE ID INTERCEPTOR DRAIN ----.•�«-^ '� DIVERSION BERM/SWALE IRV INVERT ELEVATION AND HAY BALE CHECK DAM CQNC. PAVEMENT PD PERFORATED DRAIN �-] STANDARD DUTY FLEXIBLE PAVEMENT Q P1 POINT OF INTERSECTION PVC POLYVINYL CHLORIDE PIPE HEAVY DUTY FLEXIBLE PAVEMENT _® FLARED END SECTION (FES) RCP REINFORCED CONCRETE PPE ® WITH STONE PROTECTION 40LHANDICAP RAMP C HANDICAP PARKIN 6 P PERIMETER DRAIN RD ROOF DRAIN zwt S SEWER l YAH -ACCESSIBLE HANDICAP PARKING PAVED WATERWAY (PWW) VAN WITH STONE PROTECTION SO STORM DRAIN ® CART CORRAL JUTE MAT M SWALE T TELEPHONE Detoil no, on DETAIL OR SECTION REFERENCE TSV&s TAPPING SLEEVE, VALVE & & BOX RISER Sheet no. TREES UP UTILITY POLE SWAMP 1 SHRUB VCP VITRIFIED CLAY PIPE W WATER ------ 50' WETLAND BUFFER EXIST PROP --- 100' WETLAND BUFFER IP LP LOW POINT --- 200' WETLAND BUFFER HCD HP HIGH POINT c: CB GRADE BREAK __ ...____.- — • — WETLAND 2721 K z 7M Bx TOP &BOTTOM EL OVATION 21.25 - - WETLAND FLAG 52 / x- SPOT ELEVATION w/LEADER t00 YEAR ROOD PLAIN' z z ztx 25 SPOT ELEVATION - - -- MITIGATION AREA UNE -`='- BORING LOCATION EDGE OF WATER ® TEST PIT LOCATION O TELEPHONE MANHOLE ■ ■ FPO MARK 15;1 X TELEPHONE MARKER ® PE M TO EXISTING GRADE T= 7o TRAFFIC SIGNAL SIGNAL BOX n_. o FIRE ALARM CONTROL PANEL F3 FB EI FIRE ALARM BOX i.? D TRANSFORMER PAD M ITTR TELEPHONE RISER ;i MAIL BOX GENERAL CONSTRUCTON NOTES * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB—CONTRACTORS.) 1, ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT DOCUMENTS, IITHE HIGHER STANDARD SHALL APPLY, ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. DETERMINATION OF APPUCABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON INFORMATION CONTAINED WITHIN THESE PLANS. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFUCT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED ITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFUCT. 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTiUTiES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND UNES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND UNES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1 -888 -DIG -SAFE) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. 7• THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. S. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 9• THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET". (R&R) 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFUCTS ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION OF THE AFFECTED WORK. 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT BUILDINGS. 961E CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING Aj LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 16. CONTRACTQR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS, BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE CONTRACTOR SHALL LEAVE THE SITE W A SAFE, CLEAN, AND LEVEL CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE UMIT OF WORK SUB GRADES SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER DELETERIOUS DEBRIS. 19, TTRRELEES� AN�DN' SAHRRURB�SygW IITpHIIN THE EUUMM�I�TSEEROFpGRADING �SSHALL BBEEENREMOVED AND RESET 20. Msu0UTs0 THL UMITS�OF PF V9EDRWORK DISTURBED BY THt: CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. 22. THE CONTRACTOR, SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY FACIUTIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED.( 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES E2%. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S, ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 27. ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFIWNG, CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE CONTRACTOR, 2& RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTIUTIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT OTHERY41SE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAM AREAS SHALL HAVE A MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS ESTABUSHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR EQUAL. 30, THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE _ 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, PROPERTY UNE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND STONE WALLS WITH DRILL HOLES. BAXTER NYE ENGINEERING & SURVEYING L�1 Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor1 Hyannis, Massachusetts 02601 1 Phone — (508) 771-7502 I Fax — (508) 771-7622 1 www.boxter—nye.com d STAMP STAMP -OF 3 ' o CPAXQ 7 y� I.J 37 O7YAt::. CONSULTANT: ARCHITECT Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow St., Suite A Yarmouthpart, MA 02675 506-362-8382 CONSULTANT PREPARED FOR: Cape Cort Cooperative Bank Operations Center 25 Benjamin Franklin Way Hyannis, NTA 02601 508-568-3200 CIO C 10 fG >� cD m 0 O ® C) W CL V CO .0 F -' CLL E- nrrCU+ Cdr L. � � z O S a LU U U! Cc a w o w m a � m ® z z SHEET TITLE egen General Notes SHEET NO Offf 0 D AT E : 08/03/11 20 0 20 40 SCALE IN FEET SCALE'I"= 20' DP.AWNIDFSIGN BY: MTM CHECKED BY:MWE j o R No: 2011-037 C A R D FILE: 2011-037LGAwa m 0 9U N� LU NEW 6'-0" WIDE ENTRY STEPS NEW CONCRETE SIDEWALK— PORCH IDEWALK NEW RECONSTRUCTED FRONT FACADE 1 FINANCIAL SERVICES I / MORTGAGE OFFICE OP RCH q'6"x22'0" TOILET OPTIONAL VIDEO / CONFERENCE ROOM W/ DOOR BOXES VAULT GSR GSR BRANCH 1216"xq'4" 12 6x9 4" MANAGER HIGH WI 4, OFFICE D I8'0"x11'0" BRANCH MANAGER OFFICE rn, Jpnt.i 14'0"x11'(o" 00 GSR / GREETER ME/ 0 -ft--ft _ NEW HC. RAMP OR SLOPED WALKWAY e Of Lu coQ 66 O U z Lu 5 Qi `- o J C zF ofC m I CIE-= CEE CE—H ®E—= w N 1D o� N C9 N N N M M 00 00 00 to u') ;i LL s Lo a w N F - j O i N h 0 LL it _ J O O a, N } / NEW \/ r I S IBULE VESTIBULE PUBLIC LOBBY PC BANK STATION Qhz_ I OR AUTO TELLER CHECK DESK DiC71TAL COMMUNITY CENTER DFS Z Lo CUSTOMER I IIi 12 NEW LOW LEVEL SITTINGEA ----------- I w U F-1Li N STORAGE PLANTING BED �wA AREA. o STA PORCH OaLu TELLER LINE UP O O ATI -------- I I 4 LuUy �_ -- Q NEW WALK UPF-T-1 ------ PC BANKING / COFFEE BAR DISPLAY WINDOW RETAIL DISPLAY REF_ SINK O STAFF ; TELLER RECORDS r— O ONLY I VAULT VAULT CL- C* Lu Co 7 kI------------- i LCL SUPPLY E i COATi V DESK ... -...CLOSET '\--77=_ UP HALL _ _ -=- -------------------- ----- ,I PROPOSED FIRST FLOOR PLAN Scale: 1/4" = V-0" BASEMENT AREA = 342 SF FIRST FLOOR AREA = 42% SF PORCH AREA = 202 SF DRIVE -UP LANES = 460 SF SECOND FLOOR AREA__ = 1004 SF TOTAL BUILDING AREA (EXCLUDE PORCH $ DRIVE -UP LANES)= 5641 SF A DRIVE-THRU LANE TELLER WORKROOM 1310"x I I'6" 0 o o NEW DRIVE—UP ATM $ 5'-0" WIDE ISLAND DRIVE-THRU LANE REF NEW ROOF ABOVE TITLE: PROPOSED FIRST FLOOR PLAN DATE ISSUED: 08.03. 2011 REVISIONS: DRAWN BY: S. KHALIL DRAWING NO.: an NEW ROOF OVER FRONT PORCH NEW ROOF EXTENSION ,u Ov j v Q j G S PROPOSED SECOND FLOOR & ROOF PLAN ATTIC AREA / STORAGE Scale: 1/4" = 1'-0" h ± 12" DN FLAT ROOF BELOW TOILET rvI MEETING ROOM w > t(1 UP STORAGE NEW ROOF OVER REAR PORCH STAMP: 6/00// z m= wz Q 0 � m LLJ 0 a- QO0 i— LuU� no Q OCL- Lu Q U FLAT ROOF 1i I I TITLE; BELOW NEW DRIVE—UP ROOF CANOPY W Q M ro m aD N 4 N N �Y rvo F = c!) O W CL O O O �to U LL U N r— Q z LL, U � z 3 Cd LO Q -0 z� w ja w pU mQcc �0 a S 0 o� 0B z m= wz Q 0 � m LLJ 0 a- QO0 i— LuU� no Q OCL- Lu Q U FLAT ROOF 1i I I TITLE; BELOW NEW DRIVE—UP ROOF CANOPY PROPOSED SECOND FLOOR & ROOF PLAN DATE ISSUED: 08, 03. 2011 REVISIONS: S, KHALIL DRAWING NO.: um Q o .p ::D O rvo F = c!) O zr CL �Oi N r— Q PROPOSED SECOND FLOOR & ROOF PLAN DATE ISSUED: 08, 03. 2011 REVISIONS: S, KHALIL DRAWING NO.: um F_ I _ _ _ 1_ 20'-0" C6 o_I I I I I I 15q.07' o LIMIT OF 5' ',~OVERDIG EXISTG i LEACHING I I FIELD I I �1 S I o DISTRIBUTION BOX i \ F EXISTING `\ I DECID. TREE i \ EXISTING DECID. TREES no j L ` L F / I \ bISTING TREES ` TO BE REMOVED, ` SHOWN DASHED LOT AREA \\\ ±761041.8 SF ±1.7 AC. /P� \ in +LP/ \ 1-O" \ [STING TREES ` w TO REMOVED, TYPICAL 10'x20' ' \\ SHOW14 N DASHED PARKING SPACE \ EXISTING \ DECID. TREES \ n TO 216.54' _ NEW LAND5CAPE SCREENING' OF PARKING LOT '1N RE51DENTIAL DISTRICTj PLANTING LIST L0 LATINNAME COMMON NAME QTY SIZE m MYRICA PENSYLVANICA NORTHERN BAYBERRYNOT Q 0Lu tA USEDCUSPRES50CYPAR15 `° CLO' 66 C LEYLANDII LEYLAND CYPRESS - - D PENNISETUM A. 'HAMLIN' DWARF FOUNTAIN GRA55 - - E GLEDITIA TR. 'SHADEMASTER' SHADEMASTER HONEYLOCUST - 3-3�" CAL F NEMEROCALLIS 'NAPPY RETURNS' HAPPY RETURNS DAYLILIES - - G PINUS STROBUS EASTERN WHITE PINE - - H HYDRANGEA M. 'ENDLESS SUMMER' ENDLESS SUMMER HYDRANGEAS - - J CORNUS KOUSA KOUSA DOGWOOD - - � ui Q U U a z� �C) �= N LEGEND: PLANT TYPE OTY ® LP =LIGHT POLE TO BE 12' HIGH SITE LIGHT, SERIES: "PROVIDENCE SMALL", MODEL PROS -X BY ARCHITECTURAL AREA LIGHTING (COLOR: BLACK, LAMPING: FULLY CUT-OFF LED WARM WHITE -16.4 WATTS) 100.00' - a ?avm �A.`� clmws��-,7 IY A t I APPROX. LOCATION OF ZONING LINE J BIT. CONCRETE I PARKING l Al2 1Lv RE-ALIGNED TWORECONFIGURED WAY DRIVE TO ISLAND REAR PARKING LOT 164.40' ElN EXTENDED RIVE T14RU:CANOPY Qu s $ a 04" - x2.62' NEW RECONFIGURED 7 PARKING LOT (47 SPACES) NEW`5'-6" WIDE CONCRETE NEW Ii' -0"x7'-0" COVERED- SIDEWALK W/ PRECAST ENTRY * HC. ACCESS CONCRETE CURBING VESTIBULE E RAMP RESIDENTIAL ZONE R-40 BUSINESS ZONE PROPOSED SITE PLAN NOTE: -INFORMATION ON THIS'PLAN WAS TAKEN FROM A SITE PLAN PREPARED '$Y SWEETSER ENGINEERING 203 SETUCKET ROAD, SOUTH DENNIS, MA 02660 DATED : APRIL 24, 2009 -SEE CIVIL DRAWINGS FOR COMPLETE PARKING LAYOUT ALTERATIONS'' 01 EXISTING TO BE R EXISTING GENERATOR TO REMAIN NEW LIGHT POLE ,UILDING OVATED EXISTING DRIVE WAY TOPE .REMOVED PINETIN TRAFFIC SIGN 1*1* TRAFFIC - SIGN CONCRETE CURB EXISTING RECID. TREES HISTORIC r MARKER ANEW LANDSCAPE i► BED V-0" WIDE RETE WALKWAY; NEW STREET SIGN ENTRY pj NEW COVERED:ENTRY OORC14 4 STEPS Scale: 1" = 20'-011 11 � (D J rn EXISTING CURB CUT TO REMAIN O }} m 1, STAMP: - r.r . 90 Lv L0 c m Lu co m m Q C9 N Q 0Lu N N r `° CLO' 66 C o o zF— O inLr) z W �-- U O r U GV Q Orl z I— Lu LL O:�j U 0 CIE z Q � Qi - � ui Q U U a z� �C) �= N 0C� W� m Q N Oc °- ®® g S ElEE� 3 0 OEC c,, l TITLE: Iii L0 Q W 0Lu U O� `° CLO' O C 0000 0 zF— Co z W �-- OOO O r of GV Q Orl wU�' I— QUO O:�j 0 CIE W Q � Q U TITLE: Iii PROPOSED ARCHITECTURAL /LANDSCAPE PLAN DATE ISSUED: 08.03.2011 REVISIONS; DRAWN BY: S, KHALIL(MWS DRAWING NO.: L.1 L0 0 W F— Q O� CLO' C 0000 0 zF— ::D G O r of GV r Q PROPOSED ARCHITECTURAL /LANDSCAPE PLAN DATE ISSUED: 08.03.2011 REVISIONS; DRAWN BY: S, KHALIL(MWS DRAWING NO.: L.1 EXISTING CHIMNEY TO --- BE REMOVED i— li 'rn RI= �,-rPIPPT7n A IPF-4,ulm!_I ;=D (2 rKvrv�l=1J wCZD I nLt:!VH I IVIV Scale: 1/4" Ix4 OVER Ixl2 BUILT UP RAKE (10" PROJECTION) IX6 SUB RAKE NEW RIDGE VENT W' SHINGLE CAP NEW BUILT MAIN FACA NEW COVERED ENTRY PORC 14" WIDE BUILT—OUT PVC FRIEZE w EXISTING BRICK CHIMNEY TO REMAIN (REPAIR 8 RE—FLASH AS REQUIRED) APPROXIMATE SIGN LOCATION W/ DOWN LIGHTS EXISTING ROOF TO BE STRIPPED ✓f: RE—SHINGLED W/ ASPHALT SHINGLES, TYPICAL ALL ROOFS (CERTAINTEED LANDMARK WOOD SCAPE, COLOR: MOIRE BLACK) EXISTING CHIMNEY TO BE REMOVED NEW DRIVE—UP ROOF CANOPY NEW CEMENTITIOUS CLAPBOARD SIDING 6" EXP. (COLOR: B.M. "BOOTH BAY GRAY") TYPICAL AT FRONT FACADE EL, BUILT OUT IX4 DRIP OVER IXIO RAKE BOARD W/IX6 SUB—RAKE STAMP: No. 7769 b W YARMOUTHPORT, j \ MA AJ z m= Wz > OQ< z ,w F- �00 0 F_ 00 1 Oz 0 r Lu Q U TITLE: W RI r E -HEAD m �� vv Q CONTINUOUS ALUMINUM NN M M m co O O O to Lr) 2 X a U PROPOSED U ZD ALUMINUM GUOTTERST z � Lu r L40 U (COLOR: WHITE) BUILDING �0 Q-0 z� w �o OU�Q w� �1 . +114'—% 1 2 — _— 2nd EL. C ao Q 1r— 0 — yd. 0E� ELEVATIONS A� z m= Wz > OQ< z ,w F- �00 0 F_ 00 1 Oz 0 r Lu Q U TITLE: PVC PLASTER (PAINTED) PROPOSED NORTH ELEVATION Scale: 1/4" = I'-01' DRAWING NO.: RI r E -HEAD GA OULD �� vv CONTINUOUS ALUMINUM GUTER PROPOSED ALUMINUM GUOTTERST (COLOR: WHITE) BUILDING - �1 . +114'—% 1 2 — _— 2nd EL. — ELEVATIONS 2'—O" FRIEZE TRIM BAND I !4 X 12 FRIEZE Ix4 PVC TRIM 6"x4" ALUMINUM ' �( 'Li W/ BED MOLD DATE ISSUED: DOWNSPOUT (WHITE) it 2x2 DRIP W/ IX6 CONNECTED T ❑ TRIM BAND 12"Xi2" PVC 08 , 03 , 21 — DRAINAGE SYSTEM i ( EW DRIVE UP ATM TRIMMED COLUMN REVISIONS; ! I X 10 CORNER NEW 10"xi0" PVC f BOARD B #### TRIMMED COLUMN I 48" H. CONCRETE r BOLLARDS W. VINYL ill I NEW V-0" SLEEVE COVER (BLACK) +104'-1 112" 4�Fi �L_.--- :. CONCRETE ISLAND PVC MUD SI i 36" N. BLACK METAL PIPE RAIL NEW CONCRETE IX8 TBV—GROOVE VERTICAL BOARDS ALUMINUM CLAD WOOD t 22" HEIGHT GRANITE NEW WALK UP NEW DECORATIVE LIGHT POLE, SEE NEW GE0 CLAPBOARD W/ I"A" VERTICAL BALUSTERS ��` STEPS W/ STONE TREADS (PAINTED) WINDOWS (BLACK FRAMES) VENEER BASE DISPLAY WINDOW LANDSCAPE DWGNEW EXP. SIDING 6" EXP. COLOR: B.M. "BOOTH BAY GRAY") N DRAWN BY: (COLOR: BLACK) _ _ b H. PVC' WATEI?TABL i'-6" WIDE BUILT—OUT TYPICAL AT FRONT FACADE ENCLOSURE S. KHALIL PVC PLASTER (PAINTED) PROPOSED NORTH ELEVATION Scale: 1/4" = I'-01' DRAWING NO.: STAMP: No. 7789 YARMOUTHPORT, MA <Co < LuC0\j 0 < Lu < Q Co 7> EXISTING EAST ELEVATION Z LLJ F— Scale: rw Q00 0 CLO o Lu I-- er ii-- I LJ 0 ::D QOM 0 Lu < CL < EXISTING SOUTH ELEVATION Scale: 1/4" = 1'-0' TITLE: PROPOSED BUILDING ELEVATIONS DATE ISSUED: b 08.03. 2011 REVISIONS: INITZ"i, m - DRAWING NO.: S. KHALIL A2,2 Lu oNp co 0? N < C14 N C—v 10 10 C? (? CoCo 4z 0 CD 0 LL :D z Lu LL b Z Z -Z] C) a10 Lu C� < im 0 OF 1 N >- <Co < LuC0\j 0 < Lu < Q Co 7> EXISTING EAST ELEVATION Z LLJ F— Scale: rw Q00 0 CLO o Lu I-- er ii-- I LJ 0 ::D QOM 0 Lu < CL < EXISTING SOUTH ELEVATION Scale: 1/4" = 1'-0' TITLE: PROPOSED BUILDING ELEVATIONS DATE ISSUED: b 08.03. 2011 REVISIONS: INITZ"i, m - DRAWING NO.: S. KHALIL A2,2 PIER SCHEDULE 12' 0 CONCRETE PEIR PI ON 30, x 30, Cow. FOOTING 8" X 12" CONCRETE PEiR P2 ON 16" X 24" CONC. FOOTING P3 8" X 10 CNU PIER ON 10 X 24" CONC. FOOTING 8" X 10' CMU PIER ON 18" X 20" CONC. FOOTING P4 ABOVE SLAB (MAKESHIFT SUPPORTS) 2 X 10 JOIST AT 16" O.C. (3) 2 X 12 BEAM EXISTING FLOOR DETAIL A -A LARGE OPENING IN FOUNDATION, APPARENTLY ALLOWING \` J I / I } I WATER ENTRY 3 7 C.I. IG AT SPACE FLOORCRAWL LEVEL P4 jfl3 ----------------------------------------- Co --------------------------------------------- m o? N -------------------------------------------- cli C\j I 10 10 2 x 10 JOISTS @ 101 O.C. II CO cx� — P11 -x I r P11 r;—I L0 Lo r C3) 2 >L 12 BEAM --177 C) L ---J L ---J CRAWL SPACE LL - ------------------------------------------ i V- L ---------------------------------------------- C) < 2!Lu 0 OU T I w PI I PI PI mQ 4 A 14 BEAMfl� FTG A 2 X 10 JOISTS @ IV' O.C. CRAWL SPACE P4 I F14 col col I I NO FTG j L —i CRAWL SPACE L ---J - 7 r- - -p 1 r- - PI 1 r - P-11 I r'11 (3) 2 X 12 BEAN I /�-N I I r I F-1 2 X 4 HANGERS, GANG LL - NAILED TO JOISTS 6) u (n 2 X 4 CRIPPLE STUDS AT 10 O.C. -A --I PLYWOOD z 7 < SUB—FLOOR < P Lu Lo —CL IL 2 X 10 JOIST AT 10 O.C. 12" DIAMETER CONCRETE PIER ON CONCRETE FOOTING CONC. DUST COVER Scale: 1/4" = 1'-0" IL 181, (P I PI Pi SUMP PIT C32 2 )(L12 BEAM I T'i WN - MUNCHKIN — — — — — — — — -- - BOILER CRAHL SPACE C/o A 2 X 10 JOISTS @ 16' O.C. I MAKE51-11FT — — — — — — — — — — DROPPED FRAMING SUPPORTS — — — — -- — -- — -- — — — ------------------------------ 7 — — — — — — — — — — — ------------------------------------------ GROSS FLOOR AREA = 4295 GSF � STAMP: A NSQty O L FEC Cn1 n No. 7789 p YARMOUT PORT, MA Sp OF (2, Co Lu m o? N cli C\j Ly 10 10 Cl) -6 CO cx� C.) 0 0 L0 Lo C) Lu LL - Lf) C) < 2!Lu 0 OU w mQ CL No0 TITLE: EXISTING BASEMENT FLOOR PLAN DATE ISSUED: REVISIONS: DRAWN BY: DRAWING NO.: 04.25.2011 S. KHALIL Y, EXISTING FIRST FLOOR PLAN GROSS FLOOR AREA = 4312 GSF Scale: 1/4" = 1'-0" STAMP: No. 7789 NRMMJTHPORT, MA MCC TITLE: EXISTING FIRST FLOOR PLAN DATE ISSUED: REVISIONS: DRAWN BY: DRAWING NO.: 04.25. 2011 w I FIRM m, EXl I \e00 z V) < F., rn < -.0 Lu 'O CN 0 0 < < f2f uj < r*00 00 0 0 LL, a_ — r*oo ry 0 0 Cn 0 n000 < 0 000, LLJ r) C) 0 < ::D QOM 0 u < -i TITLE: EXISTING FIRST FLOOR PLAN DATE ISSUED: REVISIONS: DRAWN BY: DRAWING NO.: 04.25. 2011 w I FIRM m, EXl I EXISTING NEST ELEVATION Scale: 1/4" = I'-0" EXISTING NORTH ELEVATION Scale: 1/4" = I'-0" 2 EL. Ern C W m Q W O U U z w LL.. vJ �z Qt — ZLLU J L ma �■E_ IIJ� le� G1= n No. 7789 MOUNPOR AAA N CO YJ N +J � YJ N N N O CD h Cl) b W D O n in x z m z -0 O LL, O Opo ® 0- Cf) O Luo z= Q C)O <� O� r0 Q- � N Q Q �- U TITLE: EXISTING BUILDING ELEVATIONS DATE ISSUED: 04 , 25. 2011 1 REVISIONS: DRAWN BY: S. KHALIL DRAWING NO.: 6 +11 2nd +10 1st ISTING SOUTH ELEVATION Scale: 114" = V -Olt STAMP: No. 7789 MOUTHPOR MA , TITLE: WAIFs < �p Cli 00 Lu CN m � Cl) U -i 0 C9 N < ILI C? C? -6 Co Co to 0 CD Q 0 Lr) < ::D C) 0 z CLOO Lu < >w b Lu 0 O I6 LY C= rn < 0 o C CD TITLE: WAIFs < �p %0 CN U -i 0 < 0 to 0 < ::D 0 04 CLOO < >w EXISTING BUILDING ELEVATIONS DATE ISSUED: 04.25. 2011 REVISIONS: DRAWN BY: S. KHALIL DRAWING NO.: EX212