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HomeMy WebLinkAbout0749 MAIN STREET (HYANNIS) - PLANS PLANTING SCHEDUL E KEY QUANTITY SIZE COMMON NAME s CAPE / 2 /2'-/4' L/TTLELEAF LINDEN 5 HaspiT 3 4////$9 ENTRANCE 2 3 /2'-/4' CRIMSON MAPL E i��� 2 3/3/99 SWPE a DMVE A(AVT _ I 213/8 LEACHING BASIN A2 3 /8 24"_30" DENSE SPREADING YEWS &firs -c POW s 4 to 30" RHODODENDRON MIXED TYPE cn / 5 /0 24'=30" HEDGE YEWS `— h GMAaLrs \ 6 g 4'-5' WHITE PINE GOLF Cn;tt. \ 7 8 30• TAMS JUNIPERS Ffa LOCUS o �° �•° \ V/SlB/L l T Y TRIANGLES 8 4 6' UPRIGHT JUNIPER OR SPRUCE s NOTE 2) n A,�,NgR1At ST. VETERANS PBM LG. CHIP PINE BARK MULCH PARK __ EXisriNc 9 2 /2' BIRCH CLUMP � LOCUS MAP l" = 2083' --- — WALKWAY _ _ _ __ ____—� l0 24 24" AZALEA - D. V.W. OR EQUAL 0 N S S TREE T M�/ SMH ZONING DA TA _ 295' FROM PROPERTY CORNER , --- = RELOCATED U.P. TO EXISTING HYDRANT. , 39/27 ------- — — 3-AV/O ———_— — PROP. SIGN ��� s-�rro Vill 1. " ADDRESS : 747 MAIN STREET, HYANNIS, MA. 4" L til & SOD r-mil , / 4.7.8 Required Procedures For Site Plan Review: 2. ASSESSORS MAP : #308, PARCEL #/44 _ I I p © © 5-AV/0 T O j CpNC �, i HEEL STOP -- f' made upon U c 25' YP, mpletion of all work, a lefiter of certie�cation, J ' ___ I .rip k OPEN/NG S E DE TAIL I 7 Upon co EXISTING 5 knowledge and belief according to professional standards, sAll be'ONING : - BUSINESS B w N wo B/T. CONC SPA 4-#7 E DRIVE. 4-�7 � submitted to the Building ComRr►issioner or his designee by.: a z Q m 1 z 2 I a 7 9 Registered Engineer or Registered Land Surveyor, as appropri to t — z ., OT SIZE : 4.35 ACRES (189 495+ S.F.) W - ' SPA S (TYP 73 I the wort: involved, that all work has been done substaniaa ly •.••• < > compliance with the approved Site Plan, except that the Building z o p pp p 119,565t S.F. UPLAND (USED FOR SITE COVERAGE CALCULATIONS) W z z Commissioner or his designee may certify compliance. - o Q ' _ 69,930 S.F. WETLAND Q w 'ONE WAY C c n _ I w Do NOT ENTER" m p I 38,700 f S.F. IN ZONE B V a c i Q ° o _ , I J }'ROPOSED AREA I CUMBERL AND FARMS INC. W O �TYP L/GHT/NG 7 Y 5. USE: EXISTING : ABANDONED DWELLING w V� z 725 MAIN ST. � Q Q N 7 S CES H.P, HP I MAP 308 , LOT 143 w , (O S1• ` /-AV9 \ Q a cN -r PROPOSED : BANK • 2p E © LB YP CONC E o I � " �. _ .:v._.. v '#' T 2� RET © 6, BUILDING SIZE: 4,130 S.F. I N/F I p --� --� I HYANNIS CO-OP BANK I C� /- 2. 1 765 MAIN ST. FOUNDATION � �'s'QLK - Q �iLir I f� 8 S�DM PLANT/NGS CONC I /� MAP 290 , LOT 98 I • HAND/CAP y R r--—--- . ` 7 We RErE I TQ � OF BAR STAHE 7. NUMBER OF FLOORS : 2 (PLUS BASEMENT ) RAMP 9►. 1,dsrc Department I j PROPCtSED o I 8. BUILDING REGULATIONS : EXISTING PROPOSED TOTAL REQ D OVERHANG �t O -._ s 4-AV8 I w {� o FRONT SETBACK 395' 88, 20' I o SIDE SETBACK 4 7' 43' • 20' � W 24' I PRQI�SED BUILDING f'RDoPOSEO i ,! I , , I / 49 MAIN sTREE RIVE I REVIEWED `� Q / B T THROUGH I I REAR SETBACK 74' 395' W I �( j o 0 0 BLDG COVERAGE /600S.F.(1.3/J 4,I30 (3.5/J 5,730 (4.8%) _ 1 FOU 1 'V SITE COVERAGE 2/100I7.7% 2827823.7% 49378 4/3% O (OF UPLAND AREA) j 1tl J O /VDAT/ON � 0) PLANT/NGS PROPQ,ED P� OVERHANG ;{�- ;tNed bye�1�I+ m_Q. 9. PA : ( � �� ' I SPACE X /1,060 S.F• (BANK) = 37 SPACES REQ'D) "z HWk QJ4� CONCRETE WALK ;actor f PubYc (� " , Q , �,�P Dane 2 o E 300 S.F. 40 SPACES (PROPOSED) Q Q W O 4- p oQ \ - k� �o L.B. O �t'S dik-_ 0 v S C S Z 'Q i— nO 4 SPA 5`� \ INCLUDING 2 HANDICAP PA E — q ct J ! `J ES 4..LOAM QO 1` ���1) ' 8 so0 /0. SITE IS NOT IN THE ZONE OF CONTRIBUTION FOR PUBLIC SUPPLY WELLS \ Q OW C6 rn O O 6 hv5 Q /�P �� (REFER.• GROUNDW4TF.R AND WATER,RF-SOURCE PROTECT/ON PLAN, BARNSTABLE, MASSACHUSE T TS, SEA INC., 30,57_ tWSS'• DATED.- SEPTEMSER, /985. ) r J U - w GUARD/� �\ z -----x — X--"x---X OWNER•• 749 MAIN STREET REALTY" TRUST �� z 2 � - Do � � \v SPA ,5' 4- P NAL D F. & GEORGE HENDERSON —'"—" � TN &AJ McCARTHY TRUSTEES '� AUNT BETTYS Q RESIDENCE Q cyq% — — 776 MAIN ST.,HYANN/S, MA. 02601 9_A6 x `, 2/ VEGETATED SLOPE- ' APPLICANT BAYBANK NORFOLK POND 90 GLAD/ER DR. VlN D � ! WESTWOOD, MA. 02090 SOUTH STREET • PARKING (617) 320-/720 �o� EET • LANDSCAPING OLD STONE FOUND• 3 ••-�.... — TR ARCHITECT. DRL & ASSOCIATES, INC. 5 2 WEST ST. \ � ' E.F 5� 5�-- — - - ••..•• 5�\�G WEYMOUTH, MA. 02/90 NUTTON W W • LIGHTING F'fis 3 - •~ .... -. ��� (6/7) 33/--854/ IN P5 syFOT aC gRcti /• - E �iNE 30' ZONE EXTENSION ENGINEER. MERRILL ASSOC/ATES,INC. MP ULF �iON `� • TRAFFIC LEAS SEE ZONING BYLAWS 269 HANOVER ST. N G 5TP CIRCULA?lON HANOVER, MA. 02339 0 S $ Q Fsq� /AsEM�N (6/7) 826-9200 0_0 5,NE5 B - Q C\� RAINA�E �E' ANNis C 3�5i0�NG W o sA ' ��p R P NY BANK Bob JAN. 17, l i /00 YEAR FIRM FLOOD PLAIN ELEV. RO_O_NGVD `—LOCUS MAPLE RO SCALE : (ALONG BANK OF STREAM? 20 c �'" JOB ++ _ N0. REFERENCE : FLOOD INSURANCE RATE MAP 1.110, \ MOTEL LATF4T.F'F•v/S/( g , . ¢•( . 4/19189 G R�yo TIN 5 4J l EX5 �OUR1 .�P ',5 I W TEN ALL DRAINAGE o�,o c TO BE CONTAINED P '� 1 H ro � 0 00 ON LOT ALL DRAINAGE �; 0 TO BE CO T v Ca � �, c CONTAINED SHEE a x11 ON LOT LOCATION MAP SCALE : /" = 200' 1 Q \\ \ VIS/B/L I T Y TRIANGLES NOTE: NOTHING SHALL BE ERECTED, PLACE, PLANTED OR ALLOWED CO�KIECT PROPOSED SEWER CONNECTION TO EXISTIIG \\ \\ \ TO GROW SO AS TO MATERIALLY IMPEDE v1s1oN FROM WITHIN MOTOR VEHICLES BETWEEN A HEIGHT OF 3'AND 8' 18" SEWER MAIN. (CONTRACTOR 70 VERIFY LOCATION 3 4/11/8 ENTRANCE, SEWER �XI (FL EV• 3/•O 8 .360) OF ABANDONED ,SERVICE PRIOR 70 CONNECTION, FOR DETERMINATION OF INVERT ELEVATIONS), CONSTRUCTION IS TO BE /N ACCORDANCE W/ TOWN OF BARNSTABL E 2 3/3/B9 SLCX'E, DRIVE, 6gRNVGs D.P.W. STAA04RDS. l /3/89 LEACHING BASIN#'2 15r_'_ — —---_ / —— 51►�>✓1LIL1 L1G. L———'� — T GUARD RAIL -'T -- — ---- —T --- - - - - -- A{�i'tow Loc�TVLJ �ui�T uue �uu TLa�++o�] - -1 --------- T- - — — -o�H � iE L / - --- \\ ------ 1 --- --- -5-------- 5-- �= 21 o TOP OFRET• WALL r�rFr�tldt / \ � S - �IG15Zr lira -t8" p G• F1D 1�1 --- I -_._ -- ---� � — — IUD/ , o/,p BIT CONC. DRIVE ELEV• = 28,50 �� NO.29�;2,� REM E & RELOCATE S T E EXIST. U.P. W/LIGHT 2% SLOPE-- " --SLOPE 5— — —— ar. ►3��� I S ——`�--—--— T 5 EXISTING SIDEWALK �_ 65' V. .�,j ✓1C1� GOG 1G GlJ P� (REMOVE) �� I r✓u oiL�. U p OP. GRAN/TE_CURB W/ 7"REV L REMOVE EXIST, CIpN C B —_�_— RESURFACE Tt7 5 WIDTH)— _��i PROP. GRANITE CURB W/ 7" REVEAL FINISH GRADE � I � � \ ul� Gay.-lG• GtJL�r3 BElKQYF.L _- — - _-----_ — -- ---- ---- _ COMPACTED CLEAN —J --_J/ °-56=30" E , GRANULAR FILL N L=52. 7 R=752. 7 28 Z I I-- PROPOSED :':`:; / AN/T �a CAPE COD BER .•••. �'• � PROP SEE SHEET 2 9 I � _ QF, 21 r29,O CURB h S/GN AND/CAf' RAMP SEE DETAIL) _ 25' /' P, I • EXIST/NG ' 45' r �:' CAPE D BEM�` 26 T,H. .�'3 I .�I!I� G D 2700 If(=1t1 OP T KED HAY BALES III !!! , 1 SO R- ti ao .Q 5' S 2 L/M/T OF FOR EROSION AND Irr SILTATION CONTROL , M OUS q p x -A @ RETAINING WALL � -4 � z �VE-R HA 7- SECTION A L��ul 1 � y 6 C4MPgCT ON BETE EJGI�j'11.lC� 2° a GR'4 'E� I PROP. GAS TRAP SCALE : l�' = 4' VERTICAL ►'- ----- J i I 1 �o I o IuUN� I 0 CATCH BASIN /O HORIZONTAL ►. *27,p0 GR EL. = 26.50 V y / W O I 12"lNV = 20./0 o o�W h 6"INV=23.00 �� (j w N Q Q �\� = 25 ,0 � z o o ��. off' w K I 260' J z Q I I "T 7 I �11 28 69' �� w I z I > 4 0o ��- cn > �ILI�ltJ(� I i 7. "'r R30 PROP, V T• CON -2810 G 35�/ P 26 I M/rVO MIN. W z O (�/ I� O Q �' h! Art f'R P 5' " CEM, CURB 2B I 24 MW- 2 — ——--— �, _ � L.P g WALK 2 .50 6 I� B - 2 �I / 20 w = I �j• 28 t �2B„g ` ,c ?'� / S/TE D/STANCE 2O S/TE D/STANCE 4 O c I I �i SJET O U a "' I E 2� 0 �` v I 37' LEACHING BASIN 2 _ W ui I xr �' 34' co p �' PROP.,2-12'D/A x 6'-6"DEEP Cn W O O��r�r I LEA CH/NG BASINS Q a PROP G ORAIL I 12"INV S/N= 20.00 w o Ill I I LEACH/NG BASIN ArI / "t l� �I 6 —24, SEE DE )— EOUALIZAT/ON P/PE= 12" PVC SDR 35 in, 'o / I Q I ORA/NAGEO 2-/5' Q Q o I , S= .O1 INVS= /600 8 1630 VISION TRIANGL E I O/AMET I X 7 �/EP (SEE DETAIL SHEET) I I �2 /NV S/N E 0 00 G AS/N 2 O I j PROPOS�cO PRO I p 'SED NOTE: EXCAVATE IO'AROUND LEACHING BASINS TO (NOT TO SCALE) / Q o w FIR /LD//� RIVE' I Q) J L � T _ 2q / o V I o 5' OR ELEV. _ �+ �� j� I PERMEABLE SAND WITH A PERC RATE THE FINE SAND LAYER. REPLACE WITH CLEAN "5 2 ti = .0O NROUGN I w I sv � I 2 M/N. /IN, of Ekr coot �>� I // ®C-0 / I\ 9' ROOF pR SDR35 co / I I Y S=.O/ 25. W m PROPOSED PROP (a ROP, .5 4"CEM, /2 OVERHANG RIP RAP / ,�1�C I (SEE DETAIL FONC. WALK f - SLOPE i I a B / 0�1U�_ / /6,00 *26,50 - 7, O. {✓IL�c� GAS TRAP I /6,40 I 2 TH#I 2/.00 4O. 27•O r " `r 8 4C Q q 1`a" 1�1V. = Ip,2c� ��•1r• rILJG' 131T couc --� CATCH /N p /2^ P 1'4 tz1G IiJG� GR EL. = 25,pO /NV,S OUT_ I a�0/---� I - 2/.30 j'�PVC $pJG �i� � � • 6 � � �� \\ LEGEND �1 I P pP 35 5=-�i 3 '� \ O O'x 0 x6' EC / . "' ��, r- ' 2- Fj 6u, �• •• DUMPSTER PAD �{Ep CONC• I Q EXISTING N WOOD FENCE ENCL0S(RE T/VE R `r PROPOSED (j� �I Q O SLAB ELEV• = 25.50 Ra 6 PR P / I s2rFci�1, PROPERTY LINE �''` 6 Q�>LI x / .� P i 1 18, / r_�_k RIP RA 3 y� FNC�c ; J O H C �{ �,f, 2 t2' •' �. 20 2' CONTOUR 25 Q k W O SS B x x 88-° IT•'' v o 55=30"E- x ! s �;, J� ' �Y BUSINESS B Q J ��. RE 1 • — 22.0 SPOT ELEV. *25.50 �•�• Qi� I� RESIDENCE B w Q 3 u WATER L/NE \ r� CEM. CONC• /PAD W/ WOOD F J o �yus o 'v CE E/VCLQS /B 1 � ° - �.� SLAB EL. = 25.50 \�••• N 79 -05�-00 — Z 268.60 — GAS LINE G / APPROXIMATE /50' N w � 2 oP• 4 / � LOCATION —�- -D - DRAIN LINE D z O cr I � 18- _ v 'rr?ru�•• c•�. ����� B 3 __S - —- SEWER LINE S \ `- � .ti•• z J q �' 66 5p — - T — — TELEPHONE LINE T Q �Ld� 20.? / N NOTICE OF IN TEN T — — -E — E EL EC. LINE 00 Jo o� AREA / VT 130"o�NV 14.4 �2 -O- UTILITY POLE -�- • EASEME 203. CONSTRUCTION p pAGE ��� HYDRANT ��� • TOPOGRAPHY 6 j s ® CATCH BASIN �o • DRAINAGE NOTICE OF INTENT 00 YEAR FIRM FL OOD PLAIN ELEV.= //00 N,G.V.D. (ALONG BANK OF STREAM) AREA 2 (SEE SHEET 3) � O DRAIN MANHOLE o� • �`�` /00 YEAR FLOOD LINE ELEV. R 00 NG VD TES r HOLE REFERENCE: FLOOD INSURANCE RATE MAP STAKED HAYBALES COMMUNITY PANEL NUMBER 250001 0006C - EDGE OF PAW T NOT/ REVISED AUGUST /9, /985 JAN. /7, 1989 r NOTICE OF INTENT ��J0\ AREA 3 LIGHT POLE o SCALE : o w�� (SEE SHEET 3) l = 20 eu LEACHING BASIN o� JOB NO. O uw u� 88-I30 LATEST REVISION 4//9/B9 m FOR CON TINUA TION SEE SHEE.T 3 e SHEET 2 OF 4 �6 2 \ \ I I 'l 2 313/89 LEACtWG BANNS CONSTRUCTION BLOCK PLACED ON SIDE _ ,� / /3/89 DRAINAGE SWALE FLEWS TO PERMIT FLOW THROUGH WEBBING NOTE: CONSTRUCT/ON BLOCK SHALL BE ' 3 CORE STANDARD BLOCK , � • ''� r 15 5/8"L x 7 5/8"H x 6" WIDTH �— SINESS 8 TOP OF BLOCK EL. IA15 84SIN 0 ; RESIDENCE 7OP OF BLOCK EL, 17. 3 BASIN 3 REINFORCED CONCRETE HEADWALL -- N 7ge 05•- c 0 8-60 E.. (SE��"lA7L cow � ON 26 J G 7t?P OF EM6tANKMENT LZq'8TINUAT2 ' ••' T CON EE 12"R,C PESO B4SN►s 09 N 8B'-55'-30 E FO 5EE so `._ SED/BASIN /ON - /2"HLrAVWLL 6t4„s�l A121 �- 40./9 BASIN p'qG 7' rr �� 8"RN'RAP ERGtSIAN LE lNG PITS 6` 5p 05 000 FLOW y 0 0 0 - —T — CANTNM PAD � \ 2 .. ... N 6 ?0 . 0 a a o 0 0 2/" RCP �,. s�ol-- ( v,Er,�,IcJ Z. ExisTiNG s --� 5 NOTICE OF INTENT '' •••- AREA / • �� , •- O FOUNDATION - /2'• COMPACTED GRAVEL BASE � / SIN •g, z• (SEE SHEET 21 12"RC PPE NVV = 1650 B45NV AV O C16* '2.'�� '' _ 30 CONSERVA TION NOTES 2" WASHED STONE AROUND 3 Ip' 1Q CONS TR C /ON BLOCKS I y 2: l SLOPE S °t���el ��2 P yG 5- ' I 1. PRIOR TO ANY WORK ON SITE, IMPLEMENTATION OF EROSION CONTROL �4 �E OG NOTICE OF INTENT DEVICES SHALL TAKE PLACE. (i e. STAKED HAY BALES) 8"RIP RAP S7ONE EROSION �I GE EASE I\ AREA 2 J c o' CONTROL PAD SEE DE / U u' co MENT pRAIN% t> \ PROPQSED ENOWAL L GRAVE 2. ANY DEBRIS SHALL BE TAKEN OFF SITE. STUMPS SHALL SE z o GE EASE WIpE /\� �� S/L TRAP SEE DETA/L z 3/1/4" 12" AINA 6,/ Mo�E) \ 2/" /NV,= 123 DISPOSED OF IN A DEOE APPROVED MANNER. �� — z � w � 15 5/ '15 5/ 6' WIPE (RE PROP. 2/"R.C,F.E,S, w/STONE cn Q o co 2" WASHED STONE AROUND IP RAP \ ER0310N CONTROL PAD I;�9 3. ALL SLOPES SHALL SE STABILIZED NO LESS THAN 20 DAYS AFTER W z z CONSTRUCTION L K 8 �G PAO \\� 220 Q/ I— p Q _ THEIR CONSTRUCTION, i�i� 2: /SLOPE STD U ONTR) END SILT FENCE <„ o J !<:':' os s 8"RIP RAP 12"R.C. F.E.S, (BASIN#� �R�I E pEtAIG ���t�'�.� \� \ AREA OF DEGR O c l2' EADWAL ( �f2 E tSE piPE ° _� ` SEE CONSERVAT/ON NO 4. RIP RAP EROSION PADS SHALL BE PUT /N PLACE PRIOR TO THE �` O a e o \ S C APPROXIMATE LOCATION VERF�S R `° VEGETATION OF SMILES 8 AREAS OF DEGREDATION. W 0 > / EXISTING SAoIN 0 L \ 12"INV= /A5 01 EApWA� ` \ NOTICE OF N ,ENT Lij c Z/ (CONTRACTOR TO VERIFY) n Q / OyEp AREA 3 5. AREAS OF DEGREDATION SHALL SE SELECTIVELY THINNED, THEN c� OP w o PR WIpE \� rb PLANTED WITH RANDOM SHRUBS SELECTED FROM TOWN OF BARNSTABLE 2 `� c" N FLOW 2/L i —t oSEp p S`� CONSERVATION COMMISSION LIST (SEE EXHIBIT H) AND HYDROSEEDED 2:/SLOPE ( 21" R,C PIPE S a .0/ Q ROP TATE G 01. ` io , WITH A MIXTURE OF RYE AND FESCUE GRASSES e \ •:: I � `��le) 8.5 6. PROPOSED DRAINAGE SWALES SHALL BE VEGETATED WITH RYE 8 o 8"CRAP ERGIS/AN `�� ��(Remo Ey PNp \ FESCUE GRASSES. o � (SEE DETA�L) �� �� SWA P ' �RPAD \ NOTICE OF INTENT ,�� WGt1T UGT TRO AREA 4 7, AFTER CONSTRUCTION IS COMPLETE REMOVE SILT FENCE 8 LEAVE °oae n oo —DRAIN MAl1IOLE (6i4SA�l2 on�cr) OJ 5 oNyTRN GONAI�) -- (. G Oylp pE �(X \\ 91 HAYBALES IN PLACE -•' —— —� 4� 2 BLOCKS 10 �� \�, 8, GROUNDWATER FLOW ON PROPERTY /S TO THE SOUTH (OR DOWN Q v REINFORCED CONCRETE o r C� [�— ENb TO END HEADWALL SEE DETA/L co QJ� L•+� EACH SIDE �`y�• GRADIENT) REFERENCE: SEA GROUNDWATER CONTOUR MAP. Q �� 2�Remo ROP INSET 1� l c� �R AP p \ AREA OF DEGREDAT/ON \ O p GAy TR SEE CONSERVAT/ON NOTES t � J j — E 71 0 �'`• ���Q R N CONCRETE_ pR APE'. I�•2 810 HEADWALL (SEE DETAIL) Z `` �J q GR, INV. Nc- cn (� M 'v —� w �O Q 2Q�p \ rn �w.Zcr O O V -� GN cl p 'n y F 4� v E•. •0 9 0 O FABRIC �.p O H OUTFALL �Ca TO � �� m W O — FLOW " ) RCP .� �P ��pra PRO LE 8 FILTER FABRIC SWA Q O z T 8"RIP RAP c J • ? o e TRAP : 4 \ 2"x 2"x 3'STAKE TRENCH SPOIL O �� EO G� '� '+' O COMPACTED p Z BACKF/LLED AND n; h '._ PROP �8 5 "� O U • td B !O Q �1 G�tpTEv,! 14'2 (� BALE OF HAY �� 12 IN �'� NOTICE OF INTENTt FL Q © 2 yTpNE T 4 _ AREA 5 j i , •m&a��0 r b D �/ ''� �� S �.2 4.. TO 6' �rn�rn_ur�p/ II Ly_�rl=N �Oe� oo o o " \ PROPQSEO B/T CONC CUB i0 -�r��I'�,= t I,u=1�r, - ��� • CONSTRUCTION o v�d •. u v O o ��' — —— �it� TRENCH SPOIL Q o 2"x 2'•x 3' • TOPOGRAPHY o ° �'� O ' COMPACTED�4 ( ILL ED AND O ° ° n 0cl:P STAKE(TYP,) ° - y �� �� • DRAINAGE • DE TAIL S HA YBAL E 8 SILT FENCE DETAIL END.w,,.,A, LL 611-TOMA VEL SILT TRAP �� � g.3 •o (NOT TO SCALE) xl � (NOT TO SCALE I y *� NOTE : FOR CONS TRUC T/ON SPECIFICATIONS REFER TO NOTICE OF INTENT. JAN. l7, 1989 L k 1 1 SCALE.• 20' 26146 82'-/0_/O„ - -- �•2 4169 40• W JOB NO. 10 , �' z -� 14'_-3 88-IJO S LATFS'r REV. {/ - - 4119189 x — / ,3 _ 8•0 3 3 1 1 n 1 D Ip 1 , e SHEET 3 OF 4 FRAME 70 6E SET ASV STANDARD CATCH BASIN SMAGOIRD M N'•AOLE FLC L BED Olf' M0IRTAR FRAME 8 GRATE FRAME 8 COVER FRAME TO BESET#V BRICK LEVELOVG C06ME AS MAY BE REVIAVED FOR GRADE' FIX L 6E'D OF MORTAR ALUW7l1ENTS 4'-p" _ - �GRADE E CONS TRUC T/ON NOTES ? 21318 LEACHING P/T3 24"W" AG1WTAEN7S (2 MW- 5 ML44 COANC.AL SEC77ONItS 8",may Sa OPEANG NORM ALL d1O11M75 9" RIP RAP I PROPERTY LINE DATA TAKEN FROM EXISTING PLANS OF RECORD. TOPOGRAPHIC SURVEY hEIGNT ON= 3" mw AA'1( GJ2 SGt A'K STEEL PER /2" GRAVEL BY COLONIAL LAND SURVEY DATED: ///0189. ELEVATION DATUM /S N.G. V.D, _ A41'1( RISER SECTIONS 48"'/"DVA. ViER77CAL FOOT PLACED CAP VARY FR 70 4' ACCOAnMMC' 70 AASH70 48"_N" D►(i4Af'TER NI/' ,,}�na��,3g pA DEWNATM M- /99 I "V" OtAEMN�S 2. REFERENCE. ASSESSORS MAP 308 LOT /44. � ��' NOTE : ` VtL 2" CLEAR OIL ADSORBENTS SHALL NORMAL � /,/'J BAR AR�Oda10 BE USED /IV ALL CATCH hgTL74 /p•• PVC -� c 3 ALL CONSTRUCT/ON SHALL BE /N ACCORDANCE WITH ALL APPLICABLE STATE AND LOCALFOR �rem PIL L0 BASINSS)e. ADSORBENT �� S TONS... L INED S WQ L E S TANDARDS AND REG UL ATIONS � f - AVV • AS NOTED ON PLAN (NOT TO SCA L E� _ 3 ' PPEGIPE7INV�S M BE " S PER 4. THE ACCURACY OF EXISTING UTILITY LOCATIONS, DIMENSIONS AND LINES IS FROM Of'E�� P�pE � PRECAST NV RISER SEL^T1bW • ACCORPAW 70 AASH70 EX/STING INFORMATION OF RECORD AND /S NOT WARRE-NTED, CONTRACTOR TO VERIFY PRIOR OU73VE OF PPE D1ES,GNATIaV AI99 l" CLEAR O TO INITIATING CONSTRUCT/ON. 5"AdW PRECAST CONCRETE DRAIN MANHOLE .5 ARIOR TO CONSTRUCTION THE CONTRACTOR SHALL SECURE ALL NECESSARY STATE, !-IT El�f1.7 t� ,1/(NOT L/!T !7 FRAME 8 C MUNICIPAL AND UTIL I T Y PERMI TS AND VERIFY THE PROPOSED LOCATION OF UTIL I TIES WI TH (MOT TO SCALES OVER FINISHED GRADE TO GRADE UTIL l T Y COMPAN/ES BASE MT ,U 3" PEAS TONE 6. CONTRACTOR SHALL NOTIFY 'DIG SAFE" (1-800-322-4844). 4 DAYS PRIOR TO CONSTRUCTION. ' t' c��e� PRECAS T GAS TRAP CA TCH BASIN f (NOT TO SCALES l2" � PVC SOR 35 - 0 7. ALL EXISTING STRUCTURES IMPACTED BY CONSTRUCTION SHALL BE REMOVED UNLESS • °• ° OTHERWISE SPECIFIED. cn o • . c G' ___•; tl W �� o 8. PAVEMENT FOR PARKING AND VEHICULAR TRAVEL AREAS SHALL CONSIST OF �, Z z \ #*��p,0,�1j I NOTE. SUITABLE /�SIDE OF EXCAVATION B/TUM/NODS CONCRETE PAVEMENT TYPE /-/ AND l2" COMPACTED GRAVEL BASE UNLESS / Q AS PRACTIBLE - J w:Lie- USE SHEETING IN BACKF/LL 3/4' TO 1112 o l2" c� PVC sip/- , OTHERWISE SPEC/FIED. CEMENT CONC. WALKS TO CONSIST OF CEMENT CONC. PAVEMENT Q > c*kwutJh ACCORDANCE WITH F� COMPACTED �' WASHED STONE - Z 0 _� OSHA REGULATIONS. THOROUGHLY o I'0 ° EQUALIZATION OVER /2" COMPACTED GRAVEL BASE. �/ L1J 0 Q PIPE _ 0 j Z S111TABLE ° uj 9. WHERE PROPOSED PAVEMENT AND WALKS ARE TO MEET EXISTING, THE CONTRACTOR CY - o ~ I GLOr,.Y� ��« MATERIAL > J SHALL SAWCUT TO A NEAT LINE AND MATCH GRADE. V o W i ,L _ ,,�,�- H4M0 9AG7rf/L.L r e c�p p a jJ'q CRUSHED STONE LEA Cf 1/NG Pl TS W o c 0 CAA�i4CT /�f s .�.. W Z ,o" dD � o o �� 6 (NOT TO SCA L E) /0. CUR23ING TO BE /2" CAPE COD BERM UNLESS OTHERWISE SPECIFIED. g H2O LOADING W0. Qo c N NOTE : USE 8" CONCRETE FOOTING �UND/S TURBED A441FR/AL LB A B C //. DRA/NA GE SYSTEM TO BE AS SHOWN ON DESIGN AND DETAIL SHEETS AND CONFORM ccu C�ZETC WeAo JALL WHEN PLACING STRUCTURE AV I 3-6" 8-0.. 7�-0" TO BARNSTABLE D.P.W. REQUIREMENTS. ALL .STRUCTURES TO CONFORM TO MASS D.P. W. /N FILL. CONSTRUCTION STANDARDS UNLESS OTHERWISE SPECIFIED. C r��oT To �cel.�� SEWER TRENCH (TYP) # 2 3=0" 6=0" 6,_6" .(NOT ro SCALE) # 3 4'-0" 7_O 12. 4LL AREAS DISTURBED BY CONSTRUCT/ON AND NOT TO BE PAVED OR OTHERWISE 8_p.. ,. TREATED AS NOTED ON PLAN SHALL BE LOAMED WITH 4" OF LOAM,SEEDED AND f7N/SH GR4D£- � 4 3�6" 6'-O" 6'-6" HAY MULCHED FOR EROSION CONTROL. -•-PG15T 6=6" O� ---{` 5/8"QG4 jr8"LAG BOLT � T 1 � s t s •� -__- Fl/ w7N 1#vO0 PLUGF_� .. 6"• �"' e „ 13. THE CONTRACTORS AT TEN TION IS DIRECTED TO THE REQUIREMENTS FOR EROSION AND �! j; BREAK OUT I-0 DIA Ij D E I IU G LOG 5 �• •I /O"s �' lei /0" 4" f HOLE /N BASEMENT _ ____ ___________ SED/MENTION CONTROL IN THE CONTRACT SPECIFICATIONS AND AS SHOWN ON THE �'" W • BUILDING coNNEmov � r fLOAR I-�01211`1Ca aE"P�E 5�1. 1 PLE t'.�ESCt21 1©1J �• MIN SLAB %4 PER FOO __ _PTH - ___ PLANS THESE MEASURES ARE TO BE IN PLACE PRIOR TO CONSTRUCTION. Q evil 1' �lil nlll_.//f �'V11 //fit t,rt/ !` t-�0' t-- /f�i 4S �ajOr - - IL SEE POIST AETigi[ ( ,L. 3".► /O a4K RAL I��� 18"A.,G. / , , - l o= 2' A5�HaLT Ut.ir�Et2 GovEt�o�nc SUE c4�125E /4. FILLED AREAS- REMOVE ALL EX/STING TOPSOIL AND SUBSOIL. FILL MATERIAL TO " J O 4 " - 5df` O _-t2�.C-E 64eAVE�. ROrJGH SAWED .f!�f o MAIN R 6"S�H 40 PVC 4a 1 CONS/S T OF CLEAN GRAVEL INS TA L L ED /N /2" L/F TS TO 95% COMPACT/ON BELOW `J `J w ...� • �.• / O M/N. 4.5'- �' 1v+ I TE/Gt2G��( cadr25E✓ 2AtJt� �dME G�4L . 2 N ,� c. ' . t PVC PLUG 9.5 1 t' t/Jn E12 n13LE- r5mW4j ! coo l�s>✓ ate ALL STRUCTURES AND PAVEMENT AREAS. QL FRONT ELEVAT/ONcire .. - _ _ c T T (� Q 3/" T ROUGh air • `4�•` J - - AIR SAWED y . �• " - X� •`• y•�-1 `• ` lz '•l 145'- iCo' IL1►-41�/ p '.C�kJ1J GpLti1�SE SpIJt� r.�Of✓lE /5. SOIL TESTING BY MERRILL ASSOCIATES INC. DATED ///0189. �j' Z J Q• � •••+- � � : � l ',.. -�- �11-1 3/ "CRUSHED STONE C 12/�.V E L. _ `< ��V NOTE: 4 16. EXTERIOR LIGHTING SHALL NOT EXCEED 15' IN HEIGHT NOT T < '•� • " = SHALL BE DIRECTED AS O 0 c� �Q �• UNDISTURBED ---- ----- --------- �T Q ALL ESSTOW R STOCK TO ^ WOOD POST r = / MATERIAL SHINE BEYOND THE PERIMETER OF THE S/TE OR INTERFERE WITH TRAFFIC AND SHALL �l O y BE PRESSER£ TREATED. 1, F I{JR To I.t 1=171 u tic Sat. t r� O W DETA/L -rop�i L HAVE A 150 WATT HIGH PRESSURE SODIUM FIX TORE W/TH 14, 400 LUM/NS �f� i 1 s I�-2 4.5'-�' ot2�t�YaE�tzEl� G0.�126E 5&J jrD Ut.]r � ►►JCS - J j Imo-- BUILDING SEWER CONNECTION 4< 2 17. OIL ADSORBENTS (/.e. ADSORBENT PILLOWS OR TOWN OF BARNSTABLE CONSERVATION V t5 eow1u e,�1 rD �o►✓l E ��.v�l W O GUARD RAIL. Cuw 1 (TYPE 9.5- i t' ht o-TEt2 TAot - I5L-aJru coAtzsF- 540 COMMISSION APPROVED EOU,4L) TO TRAP HYDROCARBONS SHALL BE PLACED IN EACH Z, Q D =r�"� (NOT 70 SCALE;.' I ` (NOT TO SCALEI 6c*AE �t2nvEL. GAS TRAP CATCH BASIN. THESE ADSORBENTS SHALL BE MAINTAINED AND THE DISPOSAL L� 14.5'- 1Q,' 1�1t-t17 r✓ pOtdu CO'nI2SE 6&Ut7 SoMEF OF THE TRAPPED HYDROCARBONS SHALL BE IN ACCORDANCE WITH THE TOWN OF Z ��ovEL. SIDE ELEVAT/ON BARNSTABLE CONSERVATION COMMISSION RULES AND REGULATIONS. 5" WIDE_ x 2=0"DEEP _Q U CONCRETE CURB 6" REVEAL 5, - O o'- 2 f���--Ju F)"E To ME=-1 1aNA Tope:-aL, 1"FINISH COURSE -3 50D .AE C112AVEL• - SOIL LOGS 2" WEARING COURSE " ��' �1�.ti'1 ,.JNCRETE W �4.s=C� >vnTEt2 7at�LE- 1�tZowi�1 G0�12S(✓ ant Jr� • CONSTRUCTION vo+c�eL Nd 1 go►.�t E �tzov��. T.H. W / T.H. # 2 T.H. # 3 NOTES 9.5'-i 1' etoowt`.� CL�dAl2SE ]tom, soME• "Er�lu►.�t ELEV. ELEV. ELEV. GRA HUMUS 8 SUBSOIL I'-O"LOAM 8 0 7 • DETAILS 3 froiD oe oaxt- .. ...•... ....; . .•;.; ...•.ter.•.• 6 c -For 1 6" COMPACTED VEL ••::'.•.:'••.. :.• :'. :• .:•.•.•,.. ��• 7'-0*' P% SLOPE 8" COWACIM SUBSOIL -'1 &4W SNA WM LOAM 8 2 • SOIL LOGS CEMENT SIDEWALK 121-01* MEDIUM TO 4 9_O.. nMCM.7T COLX. YuuEX-,L ce �NDT TO SCALE) MEDIUM TO SAND C COARSE�r To ��` e) t PROP. 3"B/T CONC. SAND 6 A10 RAP ' PROP. GRANITE CURB a• WALK SURFACE 1" FINISH COURSE M 202.0 Y ., / 6•• 4-0" JAN. 17, 1989 1/4"/FT. 8 • `•)°/��_ EXIST. B/T. CONC. MEDIUM 7t� /? ?-6 3-6 6 ;•'''j�/ Tt � 7"REVEAL ROADWAY CSA DE SCALE : 2" WEARING COURSE 1 SLOPE$ GREATER • w • w Low OR AKXCN " I I Y � 6" - - /O AS NOTED •: ° ' /°=°" JOB NO. SLAB' GRAVEOL�Q4Sf� s" ,°: n SAWCUT REMOVE 8 RELOCATE NO WATER D = //=0" 88-130. _ I' I p 1 �I PROP. GRA VEL 81 T, CONC. PAVEMENT NO WATER I2 LATEST RE VISION v ,v --_"".� �; � FAM��G li i/ � ' SUB- BASE �'�' •• 4//9/B9 J I= ?-0" 6„ CEMENT CONCRETE SEE MASS 'o• 6-�e FACE D.P.W CONST• STD. 106.3 Ooewr /4 ".�•� 6" CG1I0ICT GRAVEL o ----- _o d-6" .5. EDGE Of V - 6w 7"REVEAL /a-LP NO WATER ROADWAY GRA Nl TE CURB DE TA lL 16 CAPE COD BERM DETAIL f/AIVD/cAP RAMP SLOPE S TA'B/L IZAT/ON DETA/L (NOT To SCALE) (MO?' 7t� SCALE NOT 7t7 SCALE (MOT 7t7 SCALE) /6 SHEE T 4 OF 4 Site Architectural Structural Plumbing SP- 1 Site Plan - - Zoning - Data A- 1 Basement Plan S- 1 Foundation and Basement Plan P- 1 Plumbing Basement Floor Plan - Legends - SP,2 `Topography Site Plan `- Legend fl-2 " First Floor Plane _ 9 Schedules S-2 First Floor Framing Plan SP-3 Site Plan - Conservation Notes A-3 Second Floor Plan P-2 Plumbing First Floor Plan . S-3 Second Floor Framing Plan SP-4 - Construction Details/Notes A-4 Roof Plan Details I Roof Framing Plan P-3 Plumbing Second Floor Plan S I oo ra i g la A-5 BuildingElevations ( North - West ) - - General Notes and Details S 5 e a1 0 A-6, Buildina Elevations ( South East ) S-6 Miscellaneous Details A-7 Building Section A-8 Building Section A-9 ., Wall Sections A- 10 Wall Sections A- 11 Elevator Plan - Sections - Details - Miscellaneous Details A- 12 Stair Plan - Section Details A- 13 Banking Equipment Plan Section Details A- 14 Vault Plan - Section - Details Mechanical E I e c t r I c a A-15 Basement Reflected Ceiling Plan A- 16 First Floor Reflected Ceiling Plan A- 17 Second Floor Reflected Ceiling Plan M- 1 HVAC m _ Base ent Floor. Plan Legend E_ , Site Plan - Symbol List - Details A- 18 Window Schedule - Typical Partitions - Bathroom Blow-ups M-2 HVAC First Floor Plan A- 19 Finish Schedule - Door Schedule E-2 Basement _Floor Plan - Power and Lighting M-3 HVAC Second `Floor Plan - A-20 Door/Jamb. ,Types - Miscellaneous Millwork. Details E-3 First Floor Plan Lighting M-% Schdules and Details E-4 First Floor Plan - Power A-22 Tellers Line Merchandiser - Interior Partition Details Floor Plan - Power and Lighting A-23 ATM Chuck Desk - Miscellaneous Details E-6 Miscellaneous Riser Diagrams and Schedules A-24 Entry Merchandiser Plan Sections - Details ' A-25 Financial Information Center Plans - Sections Details A-26 Customer Service Desk Plans - Sections - Details 6 V \ / • --- -----�-----_.•_.-- I I II ' IIII I I I��I II.I III„I. ;.I 1 I I!I II I - o I - � I - --- -- •�::.�'' � a- ili'i I; I I . II ;I I I I I I I I ' I I I I II II }II .III II .. • . - - ,. :, I -- a -. . _ � � I�� III '' - I - - � =--.-+- I I If I I, I • II II I I; I I'I ��, i I ,I;III ; i ill I i D-- - �„ --- - �\ � " i , ,• ,, , y_�`� ��+' il''�''ii W1 .1.111. _774. 111ff11'111 --- -- - — — -- ,; /�. •, ��` - — --- ----- -- --...--- �— tiS4i ur(' , ,j�.gr,�,r•7rya .. -- — - t'I �1 li II �11i I(III}I(Il�lj��''II I lu� �„ _ �t • l } _.�--- \ fl`O I'll I�I' ll1`i� 1 I(154� ' 4r��/Il'���t�if�f y{rti Irru dE\ illl;i I iu�� S I lii� '�'144kk Jti f� 'll �� II rr �rIl�, lulr i ICI �Ir�l r I I (1! 111 ' II Itritiif �11�1 Illrr I, �IIt ���`� l�; I ,> �;•N V \ Il�iy '�`- ti�ff�4 r BAY BA. N . K N 0 R F 0 L K y a n' n i s Ma DRL & Associates - Archit e c t Gi nns Dubin Engineers - Me- chanica 1 W'eym o U t h Ma M i I t on Ma r r � . 8 Mckinnon Associates Structural Sam Zax Associates - EI" ectrical Weymouth Ma Q u n c y Ma 4- (3-89 PLANTING SCHEDULE ' COMMON NAME KE Y ANTITY SIZE, CAPE 3 4111189 ENTRANCE 2 L T TL EL EA F L INDEN .3/3/" SLOPC 8 DRIVE 3 12' 14' CRIMSON MA PL E EAcHING 84SIN)92 -13 UNT L 4 BEMS mom= /8 24 30 DFNSE SPREADING ' YEWS FOAV kn 4 /0 30 RHODODENDRON MIXED T YFE 5 /0 24­-30 HEDGE YE WS GOLF iWHI TE PINE 9 COMME TAMS UNIPERS . LOCUS 4 VIS1,61LITY TRIANGLES (9 UPRIGHT JUNIPER OR SPRUCE s T. VETERANS WAfMAL NOTE 2) PA RK CHIP FINE 4 RK MUL CH 2 '12' BIRCH' CLUMP MA P 2083' 9 S I LOCU AZALEA D. V W ,OR EOUAL WALKWAY 10 24 0 5MH REE nA TA 0 S31H ZONING PROPERTY CORNER To EXISTING HYDRANT. OCA TED UP. REL u P.A25 'A DDRESS 747 MAIN STREET, HYANNIS, *7 IV PR MA. op. SIGN 4 SOD 4-,f7 ' L a 4 #308, PARCEL 4144 2. ' ASSESSORS MAP : 4 /0 cr) 01 Lu c-) 3 rop cl) v U&IAIZ BUSINESS 8 Lu 3. ZONING CD ING OPEN z < A �.CONC DR ' , _ : ' 'i'' I I I .1 1 7 9 4. LOT SIZE: ACRES (189,495.t S.F.) uj f�f TIVG SPA uj > 5- < (T YP LLJ z 0 UPLAND (USED FOR SITE COVERAGE CALCULATIONS) 1191565.t S.F 0 0 69,930.t SF LLJ WETLAND 0 WA Y ca 38, 700.! S.F IN ZONE. 8 uj Lu NIF LAJ 0 -7 uj 7 IT 9. CUMBERLAND FARMS INC. 'A 725 MAIN ST. 71 USE: EXISTING : ABANDONED DWELLING L HP HP AP 308 , LOT 143 1-#9 a C4 M CES PROPOSED BANK LB 0 eONC 6 BUILDING SIZE. 4,130 S.F V/F 'WA .H-YANNIS CO-OP,BANK, _,ff FOUNDA ST Af 7'10N 765 MAIN 2 (PLUS BASEMENT ) 'LOT 98,'� rim 7 NUMBER OF FLOORS : p ILDING REGULATIONS : 'PROPOSED EXIS TING TO TA L PEO D BU NG 20' FRON T SE TBA CK 395' SIDE SE TBA CK 47' 43' .24 DRIVE 395' REA R SE TBA CK 74 rhROUGH ILDING r yp) 0,� PI?OPOS�D AfA_71V LL, BLDG COVERAGE '1600S.F(13%) J30 (3.5%') 730 4.8 Y.) QL, SITE COVERAGE 21,1000 7 7Y.) 28,278(23.7%) 49,378MZ3%) (OF UPLAND AREA) FO UNDA TIO�V P4AN711VGS PROPI:�ED C)VEITHANG 9. FA RKING ISPACE x D) ' S.F. (BA NK) 3 7SPA CES (RE0 060 CONCI?E 7F 300 S.F (PROPOSED) 4 0 SPA CES WAL HA NDICA SPA CES 'INCLUDING 2 d SP' I:A OR PUBL IC SUPPL Y WFL 1,4' 40AM 8 SOD /0. S1 TE IS NOT IN TH F_ ZONE OF CON TRIBU TION F 1z, -rFP -5 0 UH�,6 -H&7,�_C 7 ION PL A N, 4 RNS TA 8L E, MASSA CHUSE T TS 6-AP5 _F G W4 (R,� ER RO,UNDWATER AND 0 Lij UARD u - 9 114A 11V S TR EE T RFA L-T TROS T OWNER- -74 < DONALD F 8 GEORGE HENDERSON SPA TN 8A1 McCARTHY TRUSTEES AUNT BE T T YS RESIDENCE, 7 7 6 M4 INS T,H YA NNIS, MA. 0 2 6 0 < BA YBAK NORFO L K_ APPLICANT 7, 'POND All c/o MR. P,4LIL GAVIN 90,GL A CIER DR PA RKING WFSTWOOD, MA. 02090 SOUTH S TREE T (617) 320-1720 LANDSCAPING OLD 4,E7 FOUN D ARCHITECT- ORL 8 ASSOCIATES, INC. WEST ST. 0 L IGH TING C? WEYMOUTH, M4. 02190 Hu (617) 3.31-8,541 G '.4 1-4 - 0 TP4 ��T/OA/ ENGINEER- MERRILL ASSO CIA TES,INC. r L -NSION JNF 30' ZONE EXTI 5 HA NO VER ST. Sir CIRCUL _TSEE G 8 WS HANOVER, MA. 02339 Nl (617) 826-9200 CO-0 , INA Ito) t4YANM15 O�NK SA JA N, 7, 1989 Q, MAPLE ROAD SCALE �-LOCUS /00 YEAR FIRM FLOOD PLAIN ELEV ROO NGV9 20' (A L ONG BA NK OF S TREA M) 1OB NO. FLOOD INSURANCE RATE MAP i28-130 REFERENCE : L A TES T RE VISION MOTEL 4111189 -50 -TIN, X1 _COUF? NNI 5 kAl SHEE T OF 4 � L 0 CA TION MA P SCALE 200' ISE SEE NO {VyD c El 3 NTRACT _ OR ` S ATT T EN I N O / /S D R TO TN EC T ERE UlR N ED O EME TS F R , O EROSION N .. 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B . i9 3:011 x ,71_p, X i I g C B 20 , 3:0,, x 7.O., % 1 3�} (2) 2 A - WOOD � A — H M ., . ,. . rst " F,l oo.r P.i,a n 23 3_�,I x�0,, x :�+' 1 WOOD — H M — , -,I .. . `24 3'- 0' X 7`: O„ x 1:L1`► . . I 8 .I 1.1 - 26 3=OII ,, 7,. O" X I X : ". 1 A — 'W000. D g — H M . 27 3'- 0" x 7 : 0% x 13�1" 6 _ ALUM. F — ALUM . MET. 28 , 3-0 x 7 -0 x I.3�4 .5 -- ALUM. G — ALU M . "29 3� 0" x 7' 0" x 13'4'' i B WOOD , .- A g H M 30 ` SEE TYPES A20 ? - .-- E ' .— . . 31 3- 0' x 7- i ► 3I4" . 1 _ WOOD B --. . ., ., . 32 3' 0" x 7'- 0" I< i 3l4" 8 , -. WE ,_ 33 3' 0"X 7.011)1 �}'' 1 -- : VYOOD B . . . 34 SEE TYPES - A20 9 — — - E — 35 ` SEE TYPES • A20 9 - - — ,E. - : 36 3=0% 7.0„ x .1 3(4' I -- WOOD: B M .: , 37 3'-0" x 7=0" x ( -2 - , 5A — ALUM G(s,M) - ALUM MET. _ ,,, . . 38 31-Ol,z 7:OI, x i 3 ,1 I , B . WOOD A B ` ' HM ' ,. ,, 39 . 3' O„ x 71011 x 1341 1 - — -, 3 0- 3 0 -4 7 O x 1 34 10 . — = - W000 B/E 41 SEE `TYPES • A20 ,11 — E; +I . . 42 3'-O" X T 0" >< i4" I A — WOO D Q 1.1 . 43 3-01% x 7' O" X 1 W* I — WOOD, B — . ,,, , 44 SEE TYPES A20 .12 _ . — - . E _ .II . . 45 SEE "TYPES • A20 , 12 : — E - II — H M . , 46 3`-0" x 7' 0" x 1 3A(2) 13 = ALU M F .— ALUM. I . 47 *3=C7 x TO' x 1 3/4(2) 14 — ALU NI . Fcslml — ALUM. M E T. 4COORD. SYN EII III . . 48 2, 4„ x TO" x 1 3,40 2' — : WOOD H _ , H M 49 3,0„x 7,0..E I 4} . i — WOOD B, — HM II Second _FI or Plan - .. 52 3.0" x 7:0' x 1 34" i - , :WOO D B -- HM - - . — _ , Qo :3-0 5-0 cm 1944AA110 6, Lilt. FxImsp UKIF1, Q; o JLJI .. �. .. . . ... , ,_ ,. ..:: ,. ,. „ a ,, � ,' � -. II I•. • '• 'IIl N I' .L ) I M -- --- _ I I \ II� c J4 --I..-�._7 1 �+i. IN II I" I •I I a H M a U Z o cn � w O ,a JCA CA a: N. 1/4" BLACK PLEXIGLASS 11/1/16" 6" 1/16" V !V O M�1 y H LwL � • U a TRANSPARENCIES . 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