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HomeMy WebLinkAbout0450 SOUTH STREET �� o P yam, le II, h PROJECT 'lam . NAME: ADDRESS: —C�i.c� C�- �� mow►. � S ��. r PERMIT# 5 PERMIT DATE: )00-,3` M/P: LARGE ROLLED PLANS ARE M BOX SLOT Data entered in MAPS program on: BY: r q/wpfiles/forms/archive t PROJECTS �nt NAME: ADDRESS: PERAHT# PERAUT DATE: C1' M/P: LARGE ROLLED PLANS ARE IN: BOX 1-a r SLOT Data entered in'MAPS-program on:. /S BY: q/wpfiles/forms/archive 4 �l NOTES 2�-10" ze GENERAL : • 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 32„ APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING m 24" I CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 26" o (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR > � ' o EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THISw PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS DDDDDDDD AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD ❑DDDDDDD 24„ P R RIDGES AND HIGHWAYS AS AMENDED TO PRESENT. CIFICATIONS FOR B �SPECIFICATIONS DDDDDD®❑ �^ ALL SEWER WORK AND MATERIALS TO CONFORM TO T.O.B. REGULATIONS. [RAIN 8 1/8" J Df 5 3. VERTICAL DATUM IS ASSUMED FROM T.O.B. ,IS (APPROX. NG D) 24" ❑DQ[][][][]❑ + P- J y/ P HYANNI --I t f Cy l�'' LOC S o INNER 4. TOPOGRAPHY & DETAIL BASED ON A SURVEY BY SWEETSER ENGINEERING D. 08/12/02 DDDDDDaD 13 I �clE9 O oBPR 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-1420 UNLESS NOTED. MANUF. Le BARON, BROCKTON, MA : 11 6 WEST MAIN sou TRC o MODEL: LT 105 6. THIS PLAN 1S FOR PROPOSED WORK ONLY AND IS NOT TO WEIGHT: 430 LBS BE USED FOR PROPERTY LINE STAKING. N N ACCESS 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. ,�PICAL ' `CCESS COVER 8, COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. SCALE: 3/4" 1'-0" FRAME AND GRATE ri 9. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, LABEL SEWER OR DRAIN AS APPROPRIATE OR NEIGHBORING PREMISES. SCALE: 3/4" MINIMUM WEIGHT: 388 LBS, LOCUS MAP LEGEND SCALE 1" = 2083' i O SEWER MANHOLE DRAINAGE CALCULATIONS. NORTH LSD RATIONAL METHOD: 20 YR, STORM O WATER GATE PAVED/ROOF AREA: 10,433 SF CN=0.95 GRASS WOODS: 400 SF CN=0.35 COMPOSITE CN = ((10433)(.95)+(400)(.35))/10833=0.93 CATCH BASIN Q=CIA = 0.93(4.OIN/HR)(10833/43560)(448.8)(1/.5)= 830 SF R'Z7Q. E SYSTEM S-t \NK FE�G �, ADDRESS: #450 SOUTH STREET, HYANNIS, MA PROPOSED CONTOUR Q=CIA .93(4.OIN/HR) 10,300/43560)(448.8)(1/0.5)-789 SF REQ. \ USE 1 6'-8"x6'DIA. LEACHING PIT WITH 4 STONE AROUND & GNP�� 'r ____ ASSESSORS MAP 308 PCL 122 50' OF 3x3' LEACHING TRENCH =867 SF. O.K. �X\sl �j' -� ) UTILITY POLE SYSTEM S-2 / PLAN REF LCP#15010B ZONING DISTRICT: OR 10,000 000 SF 50' FRONTAGE PROPOSED 3 Q=CIA .93(4.0 IN/HR)(4608/43,560)(448.8)(1/0.5)=353 SF REQ. USE 1 6'-$"x6'DIA. LEACHING PIT WITH 4' STONE AROUND =417 SF : CALIPER � MAX F.A.R. (FLOOR AREA RATIO) = 0.20 � CATCH BASIN TREE OR SETBACKS: 30' FRONT, 10' SIDE, 20' REAR \\ // BIT. CONC. CURB SYSTEM S-3 j GRA t/EL WALK Q=CIA .93(4.0 IN/HR)(7108/435600(448.8)(1/0.5)=545 SF REQ. i" �o \CB-4 USE 1 6'-8"x6'DIA. LEACHING PIT WITH 4' STONE AROUND & .-- ............ -'-- ^. ® PROPOSED LEACHING PIT GROUNDWATER OVERLAY DISTRICT: AP EXISTING POLE LIGHT 15' OF 3x3' LEACHING TRENCH -552 SF. O.K. it /i & LEACHING TRENCH TOWN WATER & SEWER PROVIDED \' FLOODZONE: C BARNSTABLE PANEL 6 BUILDING MOUNTED LIGHT \\� � C' SITE IS IN A HISTORIC DISTRICT Q ` SITE BULK REGULATION DATA: 31 - rn p 1� ZONIN FREE STANDING SIGN G DISTRICT OP. REQUIRED EXISTING PROPOSED �, a,\ 3 MIN. LOT AREA 10,000 SF 26,860 SF 26,860 SF CONCRETE WALL p REINFORCED NEW BLACK RUBBER MIN. LOT FRONTAGE 50' 120',190' 98', 163' O EXISTING NOSE (1/2" ID) MIN LOT WIDTH 100' 116' 116' - PAVEMENT MIN. FRONT SETBACK 30' 56.6' 56,6 MANHOLE COVER ' / !'�'�'�� �� "�-- DOUBLE STRAND 12 GA_ MIN. SIDE SETBACK 10' 1 1.5' 10.2' MIN REAR SETBACK 20' CORNER LOT EXISTING GALV ANNEALED TWISTED WIRE MAXIMUM STAIRS ! GUARDRAI r FLOOR AREADRATIO 0.0 014 05183 ;TREE WRAP. LAP ENDS DOWN n GUY WIRE 4' CANTILEVER % \\ __ ZQ DO NOT STAPLE ----------- / EXISTING J O AREA DRAIN 1pJ 32 \ 'I:3 STAKES EQUALLY SPACED A.D. cv GUARDRAIL 0 i /ii jr, , f/i i \ ` AROUND TREE 2 1/2"x2 1/2"x10' NEW SECOND FLOOR i%/i i`: :'rr _ `• 1 SPACED V-O" FROM TRUNK, EXISTING USE BANK _ �" FENCED ENCLOSURE FOR 32' sTa"E° DARK BROWN. PROPOSED USE PROFESSIONAL OFFICE 2,352 So. FT. - r: r EXISTING SHRUB !I /%/i i ' 33 O STAKES DRIVEN ANGLE AND REFUSE CONTAINER B{r--1^I�IZ o o PALLED VERTICAL WITH WIRE r _ I S MIN 4'-0" BURIED - l/� i T p �i .. ✓ N I }. W .. c MIN S UEr_'P SAUCER �D 4 0 O�:iL"� ;; .:. .. _.: 4 27 1 x-i1�I111�►1.� ��t-�L� V 1..,�1. 1L)1�A.�. (B• G #.: T o 1. r DRIVEWAY / N75 Z - I �: MIN GAS GA ram- j 5.01 / N n I o i 3" DEPTH SHREDDED BARK MULCH A z LPN� R ("" 19`--� TAIRS ADD'N. , N / OFFICE: 1 SPACE /300 SF GROSS FLOOR AREA P � \ ! �\E , ',; ' \ T- EXIST. BLDG = 2567 SF 2567/300 = 8.6 SPACES REQUIRED EXISTING TREE REMOVE BURLAP FROM TOP PROPOSED 2ND FLOOR = 2352 SF 2352 300 - 7.8 SPACES REQUIRE 3' CAL. ARBORVITAE >' y L o , �I ✓ EXISTING ! - PANEL I ` o HALF ROOTBALL /TOTAL:16.4 SPACES REQUIRED -c ' CANT. 2ND.FL. , _ \� n � n M PAVEMENT i `--COMPACTED SUB-GRADE 4 P SHRUB I 1 / '^ I \ 521 CMR 23.2.1 (1) HCP SPACE REQ. (VAN SPACE) PROPOSED S UB ADDITION , � , Z I ® EXISTING BUILDING i� � r� N---CATCH BA TO BE MODIFIED ! \`, N ' EXIST. PARKING CONTAINS 38 SPACES (NO INCREASE REQUIRED) _ Z O FOR LEGAL OFFICE REVISED TO CONTAIN 25 SPACES. --� PROPOSED 3' CALIPER � � �j moo- �, ; SEE 4-2.6,6,B. PARKING/BUFFER TREE It `� C' i TREES: 25/8 = 3 TREES REQ. / EXISTING CURB i - -�--••� 12" 12" 12 TREES AROUND PARKING TO REMAIN rl FIRST FLOOR & SIDEWALK 24,0 1 /r \ MIN MN*' PROPOSED LEACHING PIT 2.567 SQ. FL '1 - �: �� , �. 3 PARKING TREES TO BE PROVIDED PLUS STREET TREES & LEACHING TRENCH (WITH ADD. SHOWN) I y --- .� \ > > B-2� A CH BASIN ! ,2 TREE PLANTING DPAIL. OSED CA P .0 •�. � ��- HCP SIGN I o 00 BRICK w / NOT ALL SYMBOLS APPEAR ON PLAN ° N - ��/ HEAVY DUTY H-20 COVER ! S1 v o EXISTING 1 LABELED "DRAIN" F&C 0 PAVEMENT 0VE DRILL (2) 1"0 HOLES IN COVER - AREA PAVEMENT !Il`� 26,860 S.F.f 8" H-20 F&G EL. TO EXG. GRADE APPLICANT: FIDELITY FINANCIAL, INC 111 1550 FALJv10UTH ROAD SUITE 14 BUILDING FLOOR INFORMATION 1"=20' „ �" EXISTING 0.62 ACRESt PROPOSED SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) CENTERVILLE, MA 02632-2939 ,! CATCH BASIN \ COMPACT 6ACKFILL IN 6" / ROPOSED PAVEMENT LIFTS TYP. ALL DRAINAGE) CATCH BASIN PROPOSED LEACHING PIT ( ) TOP STRUCTURES 508-771-3488 ! � FAX 508-778-2664 ! ® CB-1 & LEACHING TREN PROPOSED 3 /' _ MIRAFI 140N FABRIC OVER H-20 LEGAL: JEFFERY JOHNSON, ESQUIRE a l `�� PRECAS f 1550 FALMOUTH ROAD, SUITE 4C ATCH BASIN ®'� 2 „ EL. 26.2 ; ,.r - 3 MIN. PEASTONE RISERS r' CENTERVILLE, MA 02632 ` - - ` i = SLOTTED12 O HDPE D 2 1 0 0 12" H-20 RISER & 508-790-5776 PH, t! REM-� �A S ":12 SCpPC ADS N-1 2 OR EQ. HOL AS REQ cv & BRICK ADJUSTING COURSE. FAX 508-775-1945 tfXT.3 y lG i ,,� MORTAR • PAVE-II ---� XTEND CURB SET LEVEL INV, 24,2 CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. R` "ONE WAY" SIGN `\ CAS; TIN E M0-- `- (MATCH EXISTING) (TYP.) 939 MAIN STREET YARMOUTHPORT,MA 02675 !! `, `, ! ----•------ G{X SL ,1,.::-- DIRECTIONAL SIGNS 2.0' ( P•) PH. 1-508-362--4541 '! �` G, `/ ! FLA�--� �J 9 37 \:12; :.. „ „ FAx 1-soa-362-9aao TRAFFIC LIGHT �1 �- ,r '• (� OLEIJ EX�. W NO RIGHT TURN PROPOSED 3 '3 35 _ C.B TRAP H-20 12 D PIP BUILDING DESIGN: DAVID A. OLSON OST_SGNL ti� `elf ` I(� LI��W 28 BARNSTABLE ROAD \ E j HYANNIS MA 02601 SIGN r ~ TEE 1000 GALLON 508-775-4300 `\, ti oi� 1 a PROPOSED 5os-775-430o FAX C° LEACHPIT 1000 GALLON PRECAS `� �, ��C WPC cO'� H-20 CATCH BASIN :Z \ i'`- t T�' �0 �' 6 ¢X6 -8 SHOREY EXISTING CURB V P NEAT sAwcuT AND !� vP N �S�QN LP1(00H-20 OR EQUAL 'OX6'-8" SHOREY SOLID `.., & SIDEWALK S O vi EF�N MATCH TO EXISTING 1" TOPCOAT MASS DPW ;;` i -32-- 19�E rlpY RSA RFD PFF1C BASIN H-20 OR EQUAL GRADES, TYPICAL TYPE 11 ,,5-- ON WV 2 BINDER 6" WASHER) STONE UNDERNEA H SECTIONAL PLATE oobbo°ob0oobo°o°o°o° STRUCTURE 4' MIN AROUND PIT o°o°oo°o°o°o°o°o°o0o o°o°oo°o°o°o°obo°o°o 00000000000000000000 12" PROCESSED GRAVEL ° ° °° ° ° ° ° ° ° ° SECTION THRU DRAINAGE O°O°O O°O°O O O°O°O°O°O MDPW M 1.03.1 VIB. ROLLER COMPACTED MIRAFI 140N O°b°bp°O°O°p°O°p°O°O 3" PEASTONE OVERLAP 6" 00000000000000000000 NOT TO SCALE O°n°C1°O°Op°°°°°O b°b°°O°°b°°O b°b 12110 SLOTTED H-20 CORRUGATED HDPE PIPE ADS N-12 OR EQUAL � nnnnnnnn (' 75"-1.5" DOUBLE off 508-362-4541 I WASHED STONE PAVEMENT CROSS SECTION fax 508 362-9880 _ . _ 3 NOT TO SCALE SITE PLAN DRAFTER: -DAD DATE: 3-05-03 o N�," OF Mq ZH OF down cope en q In e erin q, Inc. LEACHING TRENCH BETWEEN 3 Trn,II Cs1 OF LAND IN CHKD BY: AHO REV: 03-14-03 4��'� ARNE s�q�ti �` M c STRUCTURES, SEE CROSS SECTION TRENCH CROSS SECTION o H a �aanEn �� Cl t/lL ENGINEERS NT5 HYANNIS (BARNSTABLE) MA OJALALANp SURVEYORS " No.28348 p O PREPARED FOR: SCALE 1 = 20 � 9f o `3 71 Q FIDELITY FINANCIAL INC �soN�' ��� o Q 939 Main Street - YARMOU THPOR T, MASS. - 450 SOUTH STREET HYANNIS, MA 02601 NA 03-050.DWG GENERAL NOTES: V-10" R 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 32" APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 24" rn CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 26" A (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR a 0 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. r 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS _ ❑DDDDDD❑ AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD ❑DODDDD❑ 24" SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ❑DDDDDD❑ ALL SEWER WORK AND MATERIALS TO CONFORM TO T.O.B. REGULATIONS. DRAIN 8 1/$" ❑DODDDDD 6 3. VERTICAL DATUM IS ASSUMED FROM T.O.B. GIS (APPROX. NGVD) DDDDDDDD N N� S2R��� HIA . 24~ DODDDDDD 5 4. TOPOGRAPHY & DETAIL BASED ON A SURVEY BY SWEETSER ENGINEERING D. 08/12/02 DDDDDDDD �--� PLO S INNER ' 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED, MANUF. LeBARON, BROCKTON, MA 3 O eqR MODEL: LT 105 WEST MAIN Sou THE a 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO WEIGHT: 430 LBS Joo�� ►- N BE USED FOR PROPERTY LINE STAKING. 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. TYPICAL ACCESS COVER 8. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. SCALE: 3/4" = i'-O" FRAME AND RATE 9. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, LABEL SEWER OR DRAIN AS APPROPRIATE OR NEIGHBORING PREMISES. SCALE: 3/4" = 1'-0" MINIMUM WEIGHT: 388 LBS, LOCUS MAP LEGEND SCALE 1 " = 2083' O SEWER MANHOLE NORTH DRAINAGE CALCULATIONS: DSO WATER GATE RATIONAL METHOD: 20 YR. STORM 0 PAVED/ROOF AREA: 10,433 SF CN=0.95 [a GRASS WOODS: 400 SF CN-0.35 COMPOSITE CN - ((10433)(.95)+(400)(.35))/10833-0.93 CATCH BASIN Q=CIA = 0.93(4.OIN/HR)(10833/43560)(448.8)(i/.5)- 830 SF REQ. CE _ PROPOSED CONTOUR O-CIAM.3(4.0)N/HR)(10,300/43560)(448.8)(1/0.5)=789 SF REQ. \N� `� ADDRESS: #450 SOUTH STREET, HYANNIS, MA $ E _ TH CN K� --- ASSESSORS MAP 308 PCL 122 ----�� USE 1 6'- "x6'DIA. L ACHING PIT WI 4 STONE AROUND & P\L`►-! _ 50' OF 3x3' LEACHING TRENCH -867 SF. O.K. UTILITY POLE SYSTEM S-2 Ex N �5 -- PLAN REF LCP#15014B Q=CIA .93(4.0 tN/HR)(4608/43,560)(448.8)(1/0.5)=353 SF REQ. PROPOSED v '3" CALIPER ZONING DISTRICT: OR 10,000 SF 50' FRONTAGE USE 1 6'-8"x6'DIA. LEACHING PIT WITH 4' STONE AROUND -417 SF Q CATCH BASIN -TREE OR SETBACKS: 30' FRONT, 10' SIDE, 20' REAR BIT. CONC. CURB SYSTEM S-3 I GRAVEL WALK Q=CIA .93(4.0 IN/HR)(7108/435600(448.8)(1/0.5)=545 SF RED. `� CB-4 MAX. F.A.R. (FLOOR AREA RATIO) = 0.20 USE 1 6'-8"x6'DtA. LEACHING PIT WITH 4' STONE AROUND & ;, -----'` PROPOSED LEACHING PIT GROUNDWATER OVERLAY DISTRICT: AP EXISTING POLE LIGHT 15' OF 3x3' LEACHING TRENCH =552 SF. O.K. & LEACHING TRENCH TOWN WATER & SEWER PROVIDED BUILDING MOUNTED LIGHT ' J FLOODZONE: C BARNSTABLE PANEL 6 SITE IS IN A HISTORIC DISTRICT _ SITE BULK REGULATION DATA: FREE STANDING SIGN rn �a� 31 ZONING DISTRICT OR REQUIRED EXISTING PROPOSED ' CONCRETE WALL MIN. LOT AREA 10,000 SF 26,860 SF 26,860 SF o-vL O p -REINFORCED NEW BLACK RUBBER MIN, LOT FRONTAGE 50' 120',190' 98', 163' /j EXISTING NOSE 1 2 ID MIN LOT WIDTH 100' 116' 116' O MANHOLE COVER / ( / ^ ) / _ PAVEMENT MIN. FRONT SETBACK 30' 56.6' 56.6' -DOUBLE STRAND 12 GA MIN. SIDE SETBACK 10' 11.5' 10.2' \, EXISTING GALV ANNEALED TWISTED WIRE MIN REAR SETBACK 20' CORNER LOT STAIRS // GUARDRAI MAXIMUM BLDG HT. 30' 19t' 25t' (� GUY WIRE ( FLOOR AREA RATIO 0.20 0-14 0.183 4' CANTILEVER ----- 2A O -TREE WRAP. LAP ENDS DOWN T EXISTING -� DO NOT STAPLE A.D. 0 AROUND TREE 2 1 2PACED 2 00' 1 AREA DRAIN N ' GUARDRAIL -_ NEW SECOND FLOOR /% ;;;�/ SPACED 1'-O" FROM^TRUNK," EXISTING USE BANK 2,352 SO. FT. _ o r '; ';;' FENCED ENCLOSURE FOR `- -_33 32� o �, STAINED'DARK BROWN. PROPOSED USE PROFESSIONAL OFFICE EXISTING SHRUB j; \ %'i/% REFUSE CONTAINER �(�-1:�.i ,o STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE MIN 4*-0* BURIED - --� r I DRIVEWAY I N 5'z42� ,. �� x^ PARKING CALCULATIONS: (BLDG #450 ONLY) GAS GATE -� 7 --- -4 G !I a 1 x.�i,�� � ^� n0 OQ 115'�? MIN DEPTH SHREDDED BARK MULCH J Cl b- A1S 11�R Cl TAIRS / ADCN. o SF GROSS FLOOR AREA 1 m OFFICE: 1 SPACE /300 EXISTING TREE r� i \E , EXIST. BLDG = 2567 SF 2567/300 = 8.6 SPACES REQUIRED 3" CAL. ARBORVITAE �1 i r'PRO i y h ---REMOVE BURLAP FROM TOP PROPOSED 2ND FLOOR 2352 SF 2352/300 = 7.8 SPACES REQUIRE / n p 1 EXISTING .-- �EL 4' CANT. 2ND.FL. HALF OF ROOTBALL ` �� PAVEMENT / COMPACTED SUB-GRADE TOTAL:16.4 SPACES REQUIRED PA PROPOSED SHRUB 521 CMR 23.2.1 (1) HCP SPACE REQ. (VAN SPACE) ADDITION � � � � N44M / �'✓ _ IS BUILDING `' ��\`� SOIL MIX i l -PROPOSED TO BE MODIFIED \ \ I I rT, CATCH BAi l i 1 cv 3 EXIST. PARKING CONTAINS 38 SPACES (NO INCREASE REQUIRED) __I 2 O `� FOR LEGAL OFFICE { REVISED TO CONTAIN 25 SPACES.. PROPOSED 3" CALIPER y I / '` { ` PARKING/BUFFER TREE i `c c�' '{ SEE 4-2.6,6,B. { \ TREES: 25/8 = 3 TREES REQ. EXISTING CURB i �' i i 12" 12^ 12 TREES AROUND PARKING TO REMAIN ' rt FIRST FLOOR & SIDEWALK 1 2 4.,0' � � t i/ PROPOSED LEACHING PIT FIRST SQ, FT. 4AIM MIN 3 PARKING TREES TO BE PROVIDED PLUS STREET TREES ­--------------- & \ ✓ LEACHING TRENCH (WITH ADD. SHOWN) 1 \ / � 'C'B Pg POSED ,-- ' --- �, � ♦ /� �_-. ---(�i CATCH BASIN �21 TREE PLANTING DUAL HCP SIGN y o Q ��� BRICK NOT ALL SYMBOLS APPEAR ON PLAN { Z ���' \ 0 OD HEAVY DUTY H-20 COVER S1 p �' \ LABELED "DRAIN" F&C PAVEMENT i ) , m AREA PAVE ENT \� \ DRILL (2) 1"0 HOLES IN ,COVER tr I{�`� 26,860 S.F.f j \ 8" H-20 F&G EL. TO EXG. GRADE APPLICANT: FIDELITY FINANCIAL, INC ; 1 1550 FALMOUTH ROAD SUITE 14 BUILDING FLOOR INFORMATION 1"=20' „ �' EXISTING 0.62 A ,RES± PROPOSED SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) - CATCH BASIN \ COMPACT BACKFILL IN 6 CENTERVILLE, MA 02632-2939 ROPOSED PAVEMENT y 508-771-3488 I CATCH BASIN PROPOSED LEACHING PIT Q ,.% LIFTS (TYP. ALL DRAINAGE) FAX 508-778-2664 i TOP STRUCTURES CB-1 & LEACHING TREN PROPOSED % MIRAFI 140N FABRIC OVER - H 20 iL ATCH BASIN Q 32 ` i PRECAST EL. 26.2 LEGAL: JEFFERY JOHNSON, ESQUIRE 0 % 1550 FALMOUTH ROAD, SUITE 4C / 3' MIN. PEASTONE CENTERVILLE, MA 02632 S _ _ 32-,%pt. RISERS SLOTTED12"� HDPE D 2 1 0 12" H-20 RISER & Sto `":� AS REQ. N 2 HOL 508-790-5776 PH. a `, REM ( 12 N & BRICK ADJUSTING COURSE FAX 508-775-1945 ;iXT.3" - L © � PAVE-1 = '�EXTEND CURB SET LEVEL ELEINV. 24.2 MORTAR /G ADS _ ..F ° - - �7 MATCH EXISTING) .:.: CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. ONE WAY" SIGN \ CA TR E - ,,, �,P• \ o (TYP.) 939 MAIN STREET YARMOUTHPORT,MA 02675 " 3 ,, -.--_ : " Cp`\': = �= DIRECTIO AL SIGNS �i PH. 1-508-362-4541 FLAB�-,, 3 31T 12 `'L :: „ 2.0' ( P.) FAX 1-508-362-9880 TRAFFIC LIGHT ;I �� ...:, ( t OLEIU EX NO RIGHT TURN" PROPOSED C.B. TRAP BUILDING DESIGN: DAVID A. OLSON OST_SGNL 1' �lf` ►(' H-2O 12"� I�DBOWPE PIP 28 BARNSTABLE ROAD \' ` 1 tt HYANNIS, MA 02601 �` ` �j\G� y o -- Q jr 1000 GALLON PROP 508-775-4300 ly co a PROPOSED \� ,� ( T wP' LEACHPI T 1000 GALLON PRECAS 508-775-4300 FAX L, '� .� 7 r�' gVC �► 6'OX6'-8" SHOREY H-20 CATCH BASIN _ EXISTING CURB U PV & SIDEWALK O RIP, R qE\c11FOC LPIOCOH-20 OR EQUAL BASIN Hr-200REY OR EQOUAO NEAT SAWCUT AND 1" TOPCOAT g2 �!P 9-'0 -1?,P MATCH TO EXISTING MASS DPW ;, R7 -- 1 Np GRADES, TYPICAL TYPE 11 �3�4 -- OP1f 2" BINDER 6" WASHED STONE UNDERNEA HSECTIONAL PLATE 0000000000000oo0o°O0o STRUCTURE =4MIN AROUND PIT 00000000000000000000 000000°0000000000000 . ° ° ° ° ° ° ° ° SECTION THRU DRAINAGE 00000 0 0 0 0 O O O 12" PROCESSED GRAVEL 00000pOp0p0p0p0o0000 O o 00 O O O O O 0 o MDPW M 1.03.1 VIB. ROLLER COMPACTED MIRaF1 14oN 00000000000000000000 NOT 10 SCALE 3" PEASTONE OVERLAP 6" 00000000000000000000 12"(8 SLOTTED H-20 00000000000000000000 0 n I CORRUGATED HDPE PIPE ADS N-12 OR EQUAL " LE off 508-362-4541 WASHED STONE PAVEMENT CROSS SECTION fax 508 362-9880 , 3 NOT TO SCALE 9 DRAFTER: DAO DATE: 3-05-03 3' Ln SITE PLAN down cope en In eerin inc. LEACHING TRENCH BETWEEN I=�-I CHKD BY: AHO REV: 03-14-03 ���� OF Mqs ��'_IiA OF g g� STRUCTURES, SEE CROSS SECTION TRENCH CROSS SECTION CAI OF LAND IN goy aH E '_1 tiT ARNE. cy Cl UlL ENGINEERS NTs HYANNIS (BARNSTABLE) MA OJALA avtu y p PREPARED FOR: SCALE .1" = 20' ��F 901263488 a 30792 LAND SUR1/EYORS -, ip,, 1�• o Q 939 Main Street - YARMOU THPOR T, MASS. CO FIDELITY FINANCIAL INC °jai o ° �' `' 450 SOUTH STREET HYANNIS, MA 02601 03-050.DWG -fuNA '< REVISIONS BY 03—31—97 FC n 04—02-97 FC co i I i i I i I I • I c DEMO MOTES '—' V) co 11 Existing partitions denoted by == are partitions to be removed. w w H 2. Genera` Contractor shall coordinate all demolition work with new construction T�Tl� rn EXISTING WINDOW ® and provide a schedule of demolition to architect for review. ~ v CQ TO BE REMOVED O (SHOWN DASHED) EX15TING PARTITION REMOVE (SHOWN DASHED) O V Prior to the start of demolition work General Contractor shall determine location ' __——_ of mload bearing partitions and provide temporary supports as required by oval or relocation o Z such partitions. L—L _ _ _�__ OOR Q 0 I i O I i� � TO BE ii \ REMOVED H I I � ti (SHOWN Material having salvage value shall become the property of the owner all other J I DASHED) material and debris accumulated as a result of demolition shall become the ' O i EXISTING PARTITION property of the contractor and shall be removed from the premises by him TO BE REMOVED �� and disposed in a proper manner. UP TO 8' HIGH AS �-( O T REQ'D. (SHOWN DASHED) <�� CV .( tt � ,<�� It �\ i/X ��� in j �� Furnish, Install, and Maintain in safe conditions at all times temporary protection required to ensure safety for persons and propertyduring demolition and �4 removal work. -N <�� \`� ��� \�� \ <�� � ��� Furnish, Install, and Maintain dust coverings to prevent the spread of dust � �� �� beyond the immediate area where demolition is being performed. � X � >C EXISTING TELLERS \`� i^/��♦ ��/ ,�/ j t DOOR TO BE ROPARTITIONS VED (SHOWN DASHED) �� ��< V Furnish, Install, and Maintain safe egress paths for employees and customers to exitways at all times during the extent of demolition and construction. Bank Equipment to be removed or relocated shall be done so in strict �/ F accordance with manufacturers recommendations. i N C All existing furniture to be removed t relocated will be provided by furniture U vendors as required. N N z 0— < ~� EXISTING ATM ` TO BE REMOVED ` (SHOWN DASHED) L EXISTING NIGHT DEPOSITORY TO BE REMOVED (SHOWN DASHED) N I Z � z I U = DRAWN CHECKED DATE : 03/26/97 /� SCALE 1/4"=1'—0" DEMOLITION PLAN SCALE: 1..4"=1'—O' ,s��� n. eCIS y JOB N0. 9544 cm No. 7 Sz O r .. SHEET v� Q F Ma`s U LJ e OF -- SHEETS REVISIONS BY 03-31-97 FC 04-02-97 FC GENERAL NOTES �— I®'The scope of work for the project shall incude all labor, materials, devices; supplies, equipment, and other facilities necessary for and incidental to the construction for: Charter Bank - Hyannis, MA. .-� g F 79 The contractor shall secure and pay for the building permit and other permits and government fees, licenses and inspections necessary for proper execution `•/ '� CASHIERS and completion of work. E'j ao MANAGER F""( co ' OPTION The contractor shall pay all federal, state, local and all other taxes that are I Ifapplicable to this contract. [—( V1 NEW The contractor shall verify all dimensions and conditions at the site and report W w STORAGE CASH any discrepency to the architect before proceeding with the work. [--I TRASH SAFE. All work performed shall comply to all federal and local building codes and I-i-I o INFILrequirements, as well as the most recent requirements of the handicapped H WIND EXISTING codes. r o NEW 1'-6" HIGH WINDOW OPENING SEE ELEV. v 2A WD. STUD PART. W/ 2x4 WO, STUDS ® DRWG. A-3 S IL" O.C. W/ IV O.C. W/ 3 1/2" SOUND INSUL. 6. Items labeled NIC onsible for are "not in contract". The G.C., however, is res 3 1/2" SOUND INSUL. 1/2" GWB. EA. SIDE p O vi t 1/2' GWS. EA. SIDE (FIN. TO MATCH all R.O. and neccessary blocking. in 0 � (FIN. TO MATCH EXISTING) N 0 EXISTING) Contractor to coordinate and schedule work of all trades so as to not delay Z at any phase of completion, construction due to interconnecting work ordbtdb (tdbR(b(bdb db h-•� Q® late scheduling. A o CLO. H 0LINE IT All materials to be new (unless otherwise noted on drawings), first class, tD y - 0 01 IU.C. CONT. PLUG MOLD NEW FULL I I SOFFIT OVE in every respect, and shall conform to contract documents. � I-� W.C. GLASS DOOR SH OWN TELLERS AREA VER. WITH DASHED) O O ARCHITECT 9. Contractor to coordinate cutting t patching of all trades. Match existing �,�.{{ v 3"(V DIA. PLASTIC GROMMETS 2-DUPLEX materials as required. (TYP. s EA. STATION) ISOLATED �� rn LUNCH OUTLET �\ _P ROOM rh r TYPI AL) N `� El Contractor to coordinate keying systems and all hardware functions with Bank. f�1 CV - - - - - - - - s~ ` rn -0 � in IL t 2 3 4 II. Contractor to coordinate all delivery schedules and locations for all Bank NEW LUNCH COUNTER �� �� �� furnished Items with each supplier. Veriry such Bank Union Furnished Items with MR Bank representative, G.C. to provide solid wood blocking as required. nt NEW PLAS. LAM. TELLERS COUNTER (SEE DETS. DRWG. A-3> 12. Contractor shall remove all temporary Items, trash, tools, and excessive materials at the completion of work and leave the entire project site in ' -_ _ NEW T-L" HIGH a neat, clean, acceptable condition. 2x4 WD. STUD PART- 9 IL" O.C. W/ PUBLIC LOBBY i 1/2""G S. EDA.ISDE INFILL W/ NEW BRICK 13. Prior to turning the completed project over to Bank, the contractor (FIN. TO MATCH EX FLOOR TO MATCH EXISTING) shall remove all grease, dust, dirt, stains, labels, fingerprints and other EXISTING AS REQ`D. foreign materials from sight, and sweep, wet-mop and vacuum all floors, f... W CONF. MFM z C D ROOM U CHECK DESK S N (SEE DET. DRWG. A-3) � 3 Q.. a WORK SCOPE 0 J 1. Permits/supervision/insurance. �. - i 2. Demolition and disposal of existing tellers line and partitions. Y/ dL' NIG NEW LATER- /i 3. Electrical disconnect. .}.� D OSIT, LD w AT ix � `f. Removal of Bullet proof glass at rear teller. 0) L VESTIBULE i (1 S. Cut new opening for ATM (installation by Diebold) nnV - ro 4. Remove existing door to lounge area, fill in wall. 1. New millwork items: r � Z. A. Tellers line three stations and one sit down included. All electrical (rough for future Z glass.) / ` Q. B. Check desk. U = C. Counter in lunch room. 8. General carpentry items: A. New partitions at tellers area. B. New office for manager. DRAWN : CHECKED : C. New door to toilet area. �Ei1E Ap�y/ F.B.C. --- 9. Rebuild wall behind tellers. 27 SE 0 �Ci DATE 03/27/97 10. Cost for above work $2-1,805.00 v�� jrK OF ��`�� . SCALE : 1/4"=1'-0" PROPOSED FLOOR PLAN SCALE: 1/4"=I'-O" ° ��� Note: All work to be done during non-banking hours. JOB NO. : 9544 Work not included: Telephone, data, security, alarm work, ATM and night depository work. SHEET UU OF -- SHEETS A, a REVISIONS BY TELLER V � I H o' e� WOOD PANELS FROM EXISTING TELLERS COUNTER TO BE RE-USED AS REQ'D. W NEW PLASTIC LAMINATE TELLERS COUNTER - 20'-0" { H cd O rr ll r+ 0 0 v� Z Q TELLERS COUNTER ELEVATION SCALE: I/2"=1'-O" cd °' rn IQ i 0 TEMPERED to F- GLASS C D O 2" i Q �y (TYP.) 2" (TYP.) TEMPERED � 0 � GLASS co) W OD U \ TEMPERED \ GLASS W i NEW 3'xl' DOOR 0 W/ HP ACCESS- ABLE HARDWARE cd NEW ALUM./GLASS ENTRY SYSTEM - C-0+- V.I.F. Z r ` Z ` (VERIFY COLOR W/ ARCHITECT) U = { i RAWN CHECKED CHECK DESK - PERSPECTIVE ELEVATION 2 ATE 03/31/97 ` I F Apt, � SCALE: N.T.S. SCALE: 1/2"=1'-O" CALF .y,tv -H Ro F o o c e 40272 OB NO. 9544 OKE� ' w HEET yz 91T� 0 F!w I F -- SHEETS I i REVISIONS BY 03-31-97 FC 04-02-97 FC co i i I i s i I .. i I DEMO NOTES '—' co L® Existing partitions denoted by ——— are partitions to be removed. W w E-I 2. General Contractor shall coordinate all demolition work with new construction TwT11 EXISTING WINDOW ® and provide a schedule of demolition to architect for review. TO BE REMOVED r , 02 (SHOWN DASHED) EXISTING PARTITION \,.! TO BE REMOVED (SHOWN DASHED7---- O n. - 3® Prior to the start of demolition work General Contractor shall determine location V) ------ - or load bearing partitions and provide temporary supports as required by y removal or relocation of such partitions. Z I I i ----/DOOR' - ^ 0 I , H TO BE O /i \ REMOVED � (SHOWN Material having salvage value shall become the property of the owner all other H f I DASHED) material and debris accumulated as a result of demolition shall become the rd I EXISTING PARTITION property of the contractor and shall be removed from the premises by him �1 Li TO BE REMOVED and disposed in a proper manner. �1 UP TO 8' HIGH AS REQ'D. (SHOWN DASHED) Furnish,; Install, and Maintain in safe conditions at all times temporary protection required to ensure safety for persons and property during demolition and �� a) removal work. rn \�� i�/ \`� Furnish, Install, and Maintain dust coverings to prevent the spread of dust '<� ,� , `� �\ ��� ,' ,� beyond the immediate area,..where demolition is being performed. EXISTING TELLERS _ - - X DOOR TO B PARTITIONS //// ���\ , _ COUNTER, PA / E REMOV-F ^ y / (SHOWN DASH=D) !�tl �t s Tor em .3a customers p %� : � p yees and cu�tr_+,..c�rs ,o �,/ �,� �,/ exituiays at ali times ourihq 0,. oi ueit:uti ;ion 6kk cj construction. Bank Equipment to be removed or relocated shall be done so in strict (A accordance with manufacturers recommendations. W N 7 All existing furniture to be removed t relocated will be provided by furniture _ vendors as required. d in N r z n� I T EXISTING ATM i� n ` TO BE REMOVED (SHOWN DASHED) L NIGHT( DEPOSITORY \ TO BE REMOVED (SHOWN DASHED) to Z. Q 0X DRAWN CHECKED : t `r DATE 03/26/97 [DEMOLITION C A I PLAN I oyrF� i, SCALE 1/4"=1'—011 M �l( T I I - L A I I�l SCALE: I/4"=1'-O" ® 0 JOB N0. 9544 ' ,IN OF18 SHEET n U L.I OF SHEETS REVISIONS BY 03-31-97 FC 04-02-97 FC GENERAL MOTES L�The scope of work for the project shall incude all labor, materials, devices, supplies, equipment, and other facilities necessary for and incidental to the construction for: Charter Bank - Hyannis, MA: The contractor shall secure and pay for the building permit and other permits and government fees, licenses and inspections necessary for proper execution 00 CASHIERS _ -- ,and completion of work. z H M MANAGER UJ The contractor shall pay all federal, state, local and all other taxes that are OPTION applicable to this contract. r� V1 LThe contractor shall verify all dimensions and conditions at the site and report W W CASH any discrepency to the architect before proceeding with the work. H STORAGE SAFE TRASH ` All work performed shall comply to all federal and local building codes and requirements, as well as the most recent requirements of the handicappedCQ F-1 INPILL EXISTING SEE ELEV. codes. 0 NEW 'I'-6" HIGH WINDOW OPENING 1 i " STUD PART. IV O.C. WD; STUDS ® DRW2. A-3 Items labeled NIC are "not in contract". The G.C., however, is responsible for V a it." O.C. W/ IL' .C. W/ 3 V2" SOUND INSUL. 3 1/2" SOUND INSUL. 1/2" GWB. EA. SIDE all R.O. and neccessarg blocking. t 1/2' GWB. EA. SIDE (FIN. TO MATCH (FIN. TO MATCH EXISTING) t/1 EXISTING) Contractor to coordinate and schedule work of all trades so as to not delay Z at any phase of completion, construction due to interconnecting work or - late scheduling. A 0 Q ��5db db dbF� ® [,Ell LINE OF 3 All materials to be new (unless otherwise noted on drawings), first class, rd Lai-0W.C. - CONT. PLUG MOLD I I SOFFIT in every respect, and shall conform to contract documents. NEW FULL ABOVE GLASS DOOR �� (SHOWN W.C. OQ VCR. WITH DASHED) TELLERS AREA ARCHITECT Contractor to coordinate cutting t patching of all trades. Match existing oon `� materials as required. :� 3"m DIA. PLASTIC GROMMETS 2-DUPLEX (TYP. a EA. STATION) ISOLATED +, LET LUNCH PER. N ��\ 110.1 Contractor to coordinate kem stems and all hardware functions with Bank. m ROOM (TYPI AL> y 9 s y �1 Fii - - - - - - - - - - - - r__�_ n _ _ _ - - - - - - - - - - - - - i n M \ Il ' Contractor to coordinate all delivery schedules and locations for all Bank NEW LUNCH COUNTER I tp v 3 TIP 4 furnished items with each supplier. Verify such Bank Union Furnished items with Bank representative, G.C. to provide solid wood blocking as required. CQ NEW PLAS. LAM. TELLERS COUNTER (SEE DETS. DRWG. A-3) 12. Contractor shall remove all temporary items, trash, tools, and excessive oo p project materials at the completion of work and leave the entire` ro ect site in ►°`—` , . _ e NEW I'-V HIGIF-[ a neat, clean, acceptable condition. - 2x4 WD. STUD. PANT. a 14" D.C. W/ PA 3 1/2" SOUND INSUL. PUBLIC LOBBY 4 1/2' GWB. EA. SIDE 13. Prior to turning the completed project over to Bank, the contractor N INFILL W/ NEW BRICK (FIN. TO MATCH shall remove all grease, dust, dirt, stains, labels, fingerprints and other ON FLOOR TO MATCH EXISTING) gI- EXISTING AS REQ'D. foreign materials from sight, and sweep, wet-mop and vacuum all floors. W C D CONF: Fff M FFFMU ROOM CHECK DESK Q (SEE DET. DRWG. A-3) J N WORK SCOPE � a I. Permits/supervision/insurance. rIL A, - ,. �•� 2. Demolition and disposal of existing tellers line and partitions. NEW // 3. Electrical disconnect. NIG TER- 0 OS1T, LID 10 ix 4. Removal of Bullet proof glass at rear teller. L / AT % VESTIBULE / V 5. Cut new opening for ATM (installation bg Diebold) (� lL.. 6, iZemove existing door to lounge area, fill in wall. N 1. New millwork items: (� A. Tellers line three stations and one sit down included. All electrical (rough for future .glass.) / � � B. Check desk. U = C. Counter in lunch room. 8. General carpentr!j items: A. New partitions at tellers area. B. New office for manager. � aF DRAWN CHECKED : C_ New door to toilet area. � `�;`� ti R�` ' ae �� _„ F.B.C. - 9. Rebuild wall behind tellers. 27 c B ORE, ; DATE 03/27/97 10. Cost for above work $21,806.00 SCALE 1/4. -1 0 PROPOSED FLOOR PLAN SCALE: 1/4"=I'-o" Note: All work to be .done. during non-banking hours. . JOB N0. 9544 Work not included: Telephone, data, security, alarm work, ATM and night depositorg work. SHEET n i I' OF -- SHEETS i REVISIONS BY i i i i HP TELLER V t 00 H `e' WOOD PANELS FROM EXISTING TELLERS Fi COUNTER TO BE RE-USED AS REQ'D. NEW PLASTIC LAMINATE TELLERS COUNTER - 20'-0" co 0 o � z Q 0 TELLERS COULTER ELEVATION �4 � SCALE: 1/2"=1'-O" w co ! �o I TEMPERED �n I- GLASS ", N C = i iv (TYP.) 2" (TYP.) coa / GLASSREO L I w / U- / X LL / w LL TEMPERED W ' GLASS W wF-FA,: � NEW 3'xl' DOOR O W/ HP ACCESS- ABLE HARDWARE N NEW ALUM./GLASS ENTRY SYSTEM - L'-L"+- V.I.F. Z Z (VERIFY COLOR W/ ARCHITECT) U i RAWN CHECKED : CHECK DESK - PERSPECTIVE ELEVATION 2 ATE 03/31/97 SCALE: N.T.S. SCALE: 1/2"=1'-O" ..► * ` NE Els n� >j CALE g \ 0 AR N 27 �,`s : OB NO. : 9544 i E E, l HEET o ! I F -- SHEETS r � (Z , i i It til 7, i I gt j�lL `I t ii iE �� i ' i 1 t t � l ' ' (ISAL✓` t i - 12 l2 I i c F IJ i S =Hil Til:T I { w - a U JJ....L-I TrUl t I I' APPROVED BY: ! WN BYc. Ei (fL�. 1 a DRA SGAL C7 .7T�. c . . .. :.._ NUMBER DRAWING W - s _ ., . . - . . . . , . . . - 2 1 - :.'' . . . � - - I. . . . . . 2 i II II . r < , . S I1. . , . , � . �� fIII�.I�r�I I-II-II,I I�.,-...-.II-. I.UI.�1-�I�I.�III I�I�- �I.-I:I 1 I I� ;�'1III.1 .1I��I I�1 I I.�I'. ��II-I IlI-I1.f��l�I--I�--�- C .�� I'� --I.--]-UI'II' .I-I!v.I.-�-L -,I1.1�1'-'1�-��"I'1.-.1I I'��11�-1 I-.-'I I-I,.I�I�I7�INI I.I....�-I,I��j�t-I.�..'I.�-1 .�l'��,I�I I-I��.--.� -.I-III-I-R-"II,� I-�-II I��-I.---7I�I�.IIII. 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