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HomeMy WebLinkAbout0009 PARK AVENUE - PLANS (2) i- z 1. 1� A;I'Izl� "771 ----- ------ 7 SEPTIC SYSTEM DESIGN DATA 0 SEWAGE FLOW ESTIMATE 'o POND UNITS GPD/UNIT QTY GPD SITE DATA SINGLE FAMILY RESIDENCE OM 110 8 310 CMR ,15.02 8=8 0 TOTAL ESTIMATED PEAK DAY FLOW 880 SEPTIC TANK PLAN REF. LCC 12422C LOCUS x im ­7USE 1500 GAL TANK TOTAL FLOW X DET. 11ME 880 GPD X 1.5 DAYS 1320 F-_ 5- KNOCKOUT (TYP) BA 919 7 -1 COMPUTED LOT AREA 13014± SF - 0.30 ACRES LEACHING FACILITY .6 OWNER - COMMONWEALTH OF MASSACHUSETTS n LEACHING PITS STONE LEACHING AREA CAPACIT DEPT. OF CAPITAL PLANNING AND OPERATIONS 4-0 SCH40 PVC (TYP) DIV. OF MENTAL HEALTH CENWRVILLE NO. DIA DEPTH SIDE BOTTOM SIDE BOTTOM SIDE BOTTOM TOTAL TBM - SPIKE IN POLE 29/2 .......... RIWR ft) (ft) (gpd) (gpd) (ft) (ft) (9f) ELEV. 100.00 ASSUMED EALTH 'PERMIT 81-405 AND F 1 6.0 1 2.0 1 0.0 1 188 1 78 1 942 157 1 1099 PERCOLATION TEST APPLICATION P-4923 PLAN TION RATE: 2-0 MIN./IN. LEACHING RATE: GPD/SF SIDE - 2.50 BOTTOM - 1.00 PERCOLA <.0 GRAWL DRI INLET 2' LEVEL SECTION AT OUTLET USGS BARNSTABLE QUAD AND PARKIN 9 2000 0 1000 2000 4000 2 0orry 0 19 I' 20DO FM SIDEWALK ry ADDITION 7 1/ 00 cf) EDGE OF PVMT. LLJ CoNc 10' 6" SECTION A A EXIST. 1500 GAL SEPTIC TANK NOTE:DISTRIBUTION BOX TO BE SET ON FIRM 4snL- LEVEL GROUND. OUTLE PIPE INVERTS C14 A 4 q TO BE SET AT SAME ELEVATION %THIN A cli 18" OPNG 00 (o 1 16 INCH±. C Q1w N ADDITION R 1100 TUNE OF OUTLET DISTRIBUTION BOX EXISTING BUILDING Lo too 'TO TO BERETAINED KNOCKOUTS (TYP) 1/2' 1 -0" 5 PROPOSED 1500 GAL. 7P2 SEPTIC TANK 02 PT ILL 107 V. J 1103.6� EXISTING LEACH PIT LIG DB HT DUTY C.I. COVER 0 GRADE PLAN 103 �BRICK ADJUSTING COURSE 7 18" ID RESIDENTIAL RISER LP2 TPI 4 PROPOSED PT LEGEND > LEACH PIT N LEACH PIT 3 " PEASTONE EXISTING CONTOUR 104 -10 000000000 00 OUTLINE OF 00000011 < - #0000 0 0 00 000000009 op C1.1 3/4"':* 900000000 00 00000044 EXISTING SPOT ELEVATION 70.2 3/4" X TO 000000000 0000000040 TO 0 Lu 1/2" $00000000 0000000040 [1021 PROPOSED SPOT ELEVATION 0000 00 00 00000004 WASHED '00 WASHED 0 C\2 wv #0000 0 0 0 0 00 00000041 E STONE to Li 4, STONE uj b 1703r 100000000 00 000000#4 LL_ LL 600000000 00 00000040 uj UTILITY POLE UG. WATER MAIN ' W LLJ _j 6'-0' V) NOTE: EDGE IF PVMT. G GAS SERVICE DIAMETER VARIES SEE ARCHITECTS SITE PLAN FOR FINISH GRADING 3 V) HYDRANT SEE SECT10N THRU SEPTIC SYSTEM UTILITY POLE , SECTION THRU CENTERLINE 9,-10" 3 E O.H. CABLE UILITIES 1" TAPER 1000 GALLON LEACH PIT 0 0) GUY WIRE SECTION A- A 1/4" 1 0*9 00 S1 TE PLAN 15 GALLON SEPTIC TANK 20 0 10 20 40 80 1/2" 19- Of' 0 IN FEET UJ z 0) C) cy 1 inch 20 ft. V) SOIL TEST DATA z uj U- > 0 _j 0 110 < w DATE: SEPT. 6,1985 0 V) 0 V) a- EXCAVATOR: DRISCOLL S GENERAL NOTE B.O.H. AGENT: J. CONLON S ELLI & THULIN, INC. ENGINEER: TOP Fl. 103.67 18" C.I. OVER 0 GRADE LOCATION: TP1 1. ALL MATERIALS AND CONSTRUCTION METHODS ORM WITH COMMONWEALTH OF ................... 105 SHALL CONF LOCATION: TP 2 MASSACHUSETTS ENVIRONMENTAL CODE TITLE V AND TOWN OF BARNSTABLE HEALTH ELEV. DEPTH REGULAIONS. 103.5 0.0 ELEV. DEPTH LOAM AND SUBSOIL 102.8 0.0 2. ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"0 SCH40 PVC SET TO THE LINE z 0 bj LOAM AND SUBSOIL AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE OR 4* Pvc Pvc SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. F z S-0.020 s 0.020 99.32 101.0 2.5 100 > 0 z 3. PRIOR TO CONSTRUCTION OF SEPTIC SYSTEMS DEPICTED ON THESE PLANS, THE 0 C 99.8 3.0 AND INSTALLER SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE TOWN Z, 9.53 100.10 GRAVEL bj 0 Uj 98.5 5.0 ND COORDINATE U, 9.78 0- CLEAN REQUIRED INSTALLA11ON INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE 4* PVC LP W/ STONE (2 R Q.) (n 0 6' 0 X 6 S-O.D67 MEDIUM PERMIT. 96.8 6.0 98.50 SAND MEDIUM SAND TE. 4. 0 SOME GRAVEL THE LOCAT10N OF UNDERGROUND U11LI11ES SHOWN ON THESE PLANS IS APPROXIMA 95 AT LEAST 72 HOURS PRIOR TO ANY,EXCAVATION FOR THIS PROJECT WORK THE 94.3 8.5 CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322- BOT srONE 92.50 1500 -'DIUM SAND 4844) AND THE APPLICABLE WATER DISTRICTFOR VERIFICATION OF LOCAIONS. GA-LON test$ GRAVEL uj z < 'EP TI C 5. THE SEPTIC SYSTEM INSTALLER SHALI CAREFULLY EXCAVATE AROUND EXISTING uj TANK SEPTIC SYSTEM COMPONENTS AND SALVAGE PRECAST STRUCTURES. STRUCTURES Lij z DAMAGED DURING REMOVAL OR FOUND UNSUITABLE FOR RE-USE SHALL BEL REPLACED 90.8 12.0 BOTTOM 90 WITH NEW PRECAST UNITS AS SHOWN ON THIS PLAN. < 6. TOPOGRAPHIC INFORMATION AND DET 12.6' LF 1 AIL TAKEN FROM "EXISTING SITE PLAN* FOR THE 0 -1 -.20'. FIELD CHECKED THULIN, INC. EXISTING BUILDING LOCATION 9/26/85 0 0 m COMMONWEALTH OF MASS. BYANDREW AGAPOW, FEB., 1983, " CL 12_2' LP2 87.5 16.0 BOTTOM I , 4.1' U- SL 7. IF REQUIRED, SEPTIC SYSTEM COMPONENT MAY BE ABANDONED ON SITE BY REMOVING 85 O THE LEVEL OF THE INLET INVERT AND FILLING WITH CLEAN SAND. ALL EXIST'ING SEPTIC SYSTEM COMPONENTS WITHIN 10 FEET OF PROPOSED ENTIRELY REMOVED-FROM -THE-GROUND.- BUILDING FOUNDATIONS SHALL BE SECT10NL_ ' THRU!' SEPTIC , SYSTEM 1 in. 10 ft. HORT. 1 in. 5 ft. VERT. 0-5 S ET HE INLET 2' % SEPTIC SYSTEM :DESIGN DATA SEWAGE-FLOW ESTIMATE 0 GPD COMMENT Co POND AMILY RESIDENCE . BEDROOM 1 110 8801 310 CMR 15.02 (13) 8 SITE DATA TOTAL ESTIMATED PEAK DAY FLOW 880 U-) SEPTIC TANK A 106 PLAN REF, LCC 12422G LLI x LOCUS D CO 0 BARNSTABLE ASSESSORS LOT 26 MAP-208 TIME 880 GP X 1.5 DAYS 320 USE 1500 GAL TANK 99 5- KNOCKOUT (TYP) 1919 RD.r COMPUTED LOT AREA 13014± SF 0.30 ACRES LEACHING FACILITY LEACHING PITS STONE OWNER COMMONWEALTH OF MASSACHUSETTS LEACHING AREA CAPACITY DEPT. OF CAPITAL PLANNING AND OPERATIONS 4"0 SCH40 PVC (TYP)NO. DIA DEPTH BOTTOM SIDE BOTTOM SIDE BOTTOM TOTAL SIDE < DIV. OF MENTAL HEALTH TBm SPIKE IN POLE 7/2 CENIMALLE(ft) (ft) (ft) (sf) 1) (ft) (gpd) (gpd) (gpd 9 RIWR 6 ELEV. 100.00 ASSUMED E 6.0 2.0 0.0 9 EALTH PERMIT 81-405 AND '188 1 78 1 �942 157 1 10 9 PERCOLATION RATE: 2.0 MINJIN. LEACHING RATE: GPD/SF SIDE 2.50 BOTTOM 1.00 PLAN PERCOLATION TEST APPLICATION P-4923 �o 00. C�6 GRAWL DM AND PARKINC INLET 2' LEVEL SECTION AT OUTLET USGS BARNSTABLE QUAD 19 2 2000 0 1000 20DO 4000 < POOR 1�0 0 SIDEWALK 1* 2WO FM J/ ADDITION 2- j 7 1/ - 3 2 Oo co PVMT. c 10'-6" SECTION A- A EXIST. 1500 GAL SEPTIC 'TANK 10, NOTE: -10 1 DISTRIBUTION BOX TO BE SET ON FIRM 4 -,t C-4 LEVEL GROUND. OUTLE PIPE INVERTS 4 A TO BE SET AT SAME ELEVATION WITHIN C� Go co 1/16 INCH±. 18" OPNG f N ADDITION R q; OUTLINE OF EXISTING BUILDING I OUTLET DISTRIBUTION BOX 0. TO BE RETAINED d 10 1/2#1 PROPOSED 1500 GAL 5- KNOCKOUTS (TYP) TP2 SEPTIC TANK 02 PT LA NLL 707 is 0 i6 EXISTING LEACH PIT LIGHT DUTY C.I. COVER 0 GRADE 0. 103 PLAN IV lro. BRICK ADJUSTING COURSE LP2 18" ID RESIDENTIAL RISER 7pl D 4 T LEGEND V) LEACH PIT R N < 3 EXISTING CONTOUR PEASTONE 104 OUTLINE OF 100000000 00 000000#0 < [70_�- PROPOSED CONTOUR #000000 00 00 00000000 10 600000000 0 0 00 000041 70.2 EXISTING SPOT ELEVATION 3/4 3/4"x TO 100000000 00 00000010 TO 7- C\2 1-1 0 [102] PROPOSED SPOT ELEVATION V-1/2" , $00000000 00 00000066 wv WASHED 100000000 000000004M WASHED to #00000000 00 00000040 CURB STOP STONE STONE 0 000000000 0 0 00 000019 LLJ 000000000 00000000#0 UTILITY POLE < LL_ W UG. WATER MAIN NOTE: 6'-0' LLJ EDGE IF PVMT. G GAS SERVICE cn u) SEE ARCHITECTS SITE PLAN FOR FINISH GRADING DIAMETER VARIES 3' SEE SECTION THRU SEPTIC SYSTEM HYDRANT 0 > Ld 'SECTION THRU CENTERLINE UTILITY POLE 9,-10" 3 E O.H. CABLE UTILITIES Co I" TAPER 1000 GALLON LEACH PIT z n 0) 0 Off SECTION A- A SITE PLAN cy- . 1500 GALLON SEPTIC TANK 20 0 10 20 40 so Uj 1/2" 11- 01' IN FEET �o 1 inch 20 ft. Lj Z Cn cl� < SOIL TEST DAT' A > 110 0 a- -a EXCAVATOR: DRISCOLL w :D uj o < 0 V) 0 CO a- B.O.H. AGENT: J. CONLON GENERAL NOTES D ATE: 6,1985 SEPT' < TOP FND. 103.67 ENGINEER: ELLIS & THULIN, INC.18" C.I. JOVER 0 GRAD EXISTING GRADE LOCATION: TP1 105 1. ALL MATERIALS T THODS SHALL CONFORM WITH COMMONWEALTH OF LOCATld�: TP2 MASSACHUSETTS ENVIRONMENTAL CODE TITLE V AND TOWN OF BARNSTABLE HEALTH ELEV. DEPTH REGULATIONS. 103.5 0.0 ELEV. DEPTH LOAM AND SUBSOIL 102.8 0.0 2. ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"o SCH40 PVC SET TO THE LINE LOAM AND SUBSOIL z AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE OR e Pvc Pvc 0 Ld 101.0 2.5 S-0.020 0.020 99.32 SEP11C TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. D 100 99.8 3.0 3. PRIOR TO CONSTRUCTION OF SEPTIC SYSTEMS DEPICTED ON THESE PLANS, THE > TOP 5I­ONE_98_.bU AND 0 I Z 9.5 INSTALLER SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE TOWN 0. GRAVEL go, :r , �100-10 C z -9.78 98.5 5.0 OF BARNSTABLE BOA LL PERFORM ALL WORK AND COORDINATE CLEAN a- e PVC 6' 0 X 6' LP W/Z' STONE (2 R Q.) REQUIRED INSTALLATION INSPECTIONS IN ACCORDANCE IMTH THE PROVISIONS OF THE S-0.067 a9.49 MEDIUM (n 96.8 6.0 PERMIT 98 50 SAND Mee M w 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. F-L Z 95 @#$to AT LEAST 72 HOURS PRIOR 94.3 8.5 -z off" CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322- 5; 1 00 BOT S ONE 92.50 MEDIUM SAND 4844) AND THE APPLICABLE WATER DISTRICT`FOR VERIFICATION OF LOCATIONS. GAiLON Li TR GRAVEL SEPTIC 5. THE SEPTIC SYSTEM INSTALLER SHALL CAREFULLY.EXCAVATE AROUND EXISTING Q_ TANK Ld 6� SEPTIC SYSTEM COMPONENTS AND SALVAGE PRECAST STRUCTURES. STRUCTURES 90.8 12.0 w 90 DAMAGED DURING REMOVAL OR FOUND LINSUITABLE FOR RE-USE SHALL BE,REPLACED BOTTOM WITH NEW PRECAST UNITS AS SHOWN ,ON THIS PLAN. CL NO GROUNDWATER V) (n 12.6' LF 1 6. TOPOGRAPHIC INFORMATION AND DETAIL TAKEN FROM *EXISTING SITE PLAN" FOR.THE 0 z C) COMMONWEALTH OF MASS. BY ANDREW AGAPOW. FEB. 1983, 1-= '20'. FIELD CHECKED 12.2- LP) 87.5 1 < 'BOTTOM 12/29/92 BY ELLIS & THUL4 INC. EXISTING BUILDING LOCATION DATE 9/26/85 4.1' m 0 0 7. IF REQUIRED, SEPTIC SYSTEM COMPONENTS MAY BE ABANDONED ON SITE BY REMOVING 85 THE LEVEL OF THE INLET INVERT AND FILLING NTH CLEAN SAND. ALL EXISTING SEPTIC SYSTEM COMPONENTS WITHIN 10 FEET OF PROPOSED BUILDING FOUNDATIONS SHALC BE ENTIRELY REMOVED FROM THE GROUND. SECTION THRU : SEPTIC SYSTEM 1 in. 10 ft. HORT. 5 ft. VERT. 1 in. 9 0- 5 F HEET_ i Is 2' LEVEL S 'T L f l O ao ao ao rs o Q o p , t LIMI TED GROUP R ES IDENCE F 9 PARK AVENUE CE NT ERA/{ LL E , MASSACHUSETTS 4 E t : ARCHITECTS : KEE NAN + KENNY AR CHITECTS, LTD. 1337' COUNTY ROAD . CATAUMET' MASSACHUSETTS It1x' � SETTS 02534 U°' o � o o STRUCTURAL E NGINEER . Q ,. A LA J` N W. ONES & ASSOCIATES TES \ o o 6►, C RLETON A DRIVE WEST \ Ali t4,kEAST SA_ NDWICH MASSACHUSETTS . �t SETTS �2 S 3 7 o, 0 � MECHANICAL ENGINEER . _ ' C r ED AR G S. BUNKER P.E. - �N a o►J: HIGH HEAD NORTH TRURO MASSACHUSE TTS 02652 , -- - .— =- - . tilEVJ' ELECTRICAL ENGINEER : -.,. ._ RADFORO C. FORSBERG co — P.O.o BOX 697 DEGIL Q _ I NO RTH O FA M.� L OUTH MASSACHUSETTS _ 02556 C IVI L SITE ENGINEER : r / N EER . EL S LI AND THULIN INC. R 4 B •� � 7 ROUTE 6A EAST S SANDWICH, N WICH MASSACHUSETTS 02537 � e � LIST OF DRAWINGS T d _ -I PROPOSE D SEPTIC SYSTEM V REND ATION. 9 PARK AVENUE E LLIS & THULIN INC. DRAWINGS : A INGS . TITLE: TITLE SHEET SITE PLAN s A- 1 FIRST FLOOR, PLAN �I SECOND LOO =tea -0 FLOOR PLAN A 3 SOUTHELEVATIONS , . EAST & NORTHEAST A 4 NORTHWEST & __SOU THWEST ELEVATIONS EE ?� L�i`l I,US ul.ra i i.1G A 5 BUILDING SECTION A S iQV L, IZ• a �� ._ ,T_ t.r j'� 't Y G. s� ,�� -r�o►.I, BUILDING SECTION B s- A-7 BUILDING SECTION C A=8 INT ERIOR RIOR ELEVATIONS S— 1 FOUNDATION BASEMENT PLAN S 2 FI RST , FLOOR FRAMING -PLAN S-3 SE COND FLOOR : FRAMING PLAN S-4 ROOF FR AMING PLAN' FIRST FLOOR L OR " ELECTRICAL PLAN � E-2 SECOND FLOOR ELECTRICAL PLAN E BASE E T 1; M N ELECTRICAL PLAN E_4 LEGENDS AND SCHEDULES _ M-`1 BASEMENT MECHANICAL PLAN M 2 FIRST FLOOR MECHANICAL PLAN - M-3 SECOND FLOOR "MECHANICAL PLAN s M , 2 to , t-� �rz� E(:;P- Go I I tL � PO w tJ. A { O .� � Q SLo� � . D t 4 `= ��N r�f hI G• 2 ri) A - u _ n � 4 , 4 Cv ; ; n , Yew I wow Nool ' Ip 3A' - 10 nw(". 0 x 9 t � � 4�) O E.S N TO I ET, I t f I D I�} I / t V S I I _ i 11 I, c7 r 1 j 5 p IL �- `(E h G , 13,E 2 11 ;U�In�e. s-V � 1 s -�AGLL.. ��� � E�lti.cnr�sTiN a i+.1 i F­4�ie - - � ,ate '-- b GOtit R-41 r G . 1 {A L � 11 „, I ; <C i _ x __. -�A D 2 � 1 - � � - of< �..- 10, - ry _ ---5 � 4 8 � �2 1 � Co ?-o s, { 1 4 Lt� ey „ P K2G Q Gl,o. � 4 u� o t°r' V/ a, I co r: fl I N b II XT 120 E x�N � L+-IOnJt�pl 1 e> � 'tilp �-LWSTPc�'ZS 1�1� EI, OST 11 Ta M, S 70 Y 5 W t I �, l7�AJ � KZ I _ L N I 1 1 � IQL x u N�T E _ •. L � O1 t I :�tia to to �— A U to f 2 >✓,:( T11 tJ It- , e r-- w s _ i I 4 I� 7 f l I I f i - .- LAI , N ,l I — — i- i ; 4 , x - I I . _ `` rz .I , , , i taw►J , I I 4 Y � 1 M r�ka �� � a� ` q� I_ T � IIJSTLkL-IrE�L'� /,, I , , r z I ,. G I, I f : r I , D W y L vE - I GOt7�` I t , I I 3, t i .6 Ito,= I VJt� S e- t2 101 _ r _:lj I , L L X5 l'O 2 I I ,, I 1 I A A r --� L__I` T ua2.. cj !G o.: `I S ANo u fi G I. I x � e 2 T -T Pa""I , o v,i EAY2.IN� RLL ` P r ---- I c KK /� ll V i , 1 0 ., i I ;b , , �a�ITlo�l__�II��.. I..�,c-e f� p,Q _ L , L rt IJEG-IC- 5 , ,Co I , , o gt� a 0 I �f � wt r 411 - L1/ V.7 _T b _ a I . I I � .. {� 0 A zl,,UrJ - , UST ., J I 120 P� F..v� W NFU w a ol(l:J _ , i t 2 t _ _ i N T Y P I CT _ r I ---� � LzE•51 O mil. �.. I k }E ' 7 U L I: 1 _ > I __ G D 2 >;1 - 1. � I � _Gi, Gt... f L N _ G t 0 1 O 10 Q 8 � it I 6� ,�.I tJN w, r r: O -� 24 � �QF . b I b fi - � 7 x Q .� I I Q p 2 r a 1 _ - Ul t- - „ IOro f n _ o � 2 TITLE 11 U ( E SCALE I I I I e Et _ I "ATE :. 1Cv 9 ' G Qlo A 7� f SE -AL "FLAWING NO. . G ( � M' a ►J I , , ►�'D �I�f_ ti k r k {_ _ ra F � O tsLK. �1U 1.F-A Z �-- V I , �s I Q T W V C-IL. b5,146 ■ , �120✓ � Z C.► ,f �I�_GUlel��J >�' O bEfiY..S , r ....-. , G T I ,I ' tM ASS,S.KEENAN + KENNY ARCHITE 1337 COUNTY R AD CATAUMET MASSACHUS TTS 02 34 r ON. 'BOX 50B3 564 5901CTS 3EVISI _ , k , ti z _ I 15)(A-)('— A- NIA Q Ll f::�C-TL�V--r-_�, DF- -T L-1�--1 F 0 F- e'x I'--r cc LA II AA 41 7D t2-ar-,A 1�4 vtt r6o .I _ a IF T. -J L _ I o � I 4-�LL EID 11 X6 L L V-) ric woo I Da -21 P=4r I�11 9 ' \j I n WiNh5lovj 1:2' -4ccrnc- 65' E3c--Lqpz")o�-1 k5 flPLE-VtOL4S F-w Lo p, F-1 2 7c F 6- r-�T'Co t. I,10 eW y q-or e-'41 LoreiA) till ev it it P)e-l'5T 1�-Icl TITLE SCALE it VN v DATE AV BEAL ORAWING NO. 0 D —4 -TA I r- 5 Rt KEENAN + KENNY, ARCHITECTS, LTD. 34 1337 COUNTY ROAD CATAUMET, MASSACHUSETTS, 025 T o Z-80 (506) 564-5901 REVISION ,�I�RO. BOX 128 01 s _ -- ---T I h-JrmuJ �I�3-(11`I c•�- I r-t StZ.�I J��Er.J t t R��uI�P>Ist I� f2 -_._,r�.__ 4 Gzta'�{J� N�VJ r�j 6�2.k�,..;al✓%t'�.!,.I-`� , , uG WI �a r ; ti .. �I �.-VI �r�-t"1"� co � . } nc < o I , ` � ea �.I t�auJ _ --- fRsa N ,.I �EVJ 6utlP�ur��-�- ►z ' E�1F BLS. / _ - _ V �Tc . -i C2G d S fir?' �� `7a C�-E testa �' i ri P. t- 'iTz H -rvI i t. 6CZlavJ v � , -�_._.-...-..-�_.._._.v.._._.-.._ _. . _._ r'Jcf ET�'P I is -• 7z:'aE N-tb 'AY RW W nW S x �l�.w w+�k� ��.a t. �� +aIS Lic i.! O►�IL I t -- y- 1 I_ I I I I , , I - I I , , .. 77 I - r : � L ti1nr I f: / e� Il _ I I » C T EXISTING RESIDENCE HISTORIC PRESERVATION NOT ES. I IEvV �s r LAB.. S iQ i P T � �. 1 . Construction shall comply with conditions set r P Y � forth by .Massachusetts :Historic Commission, as IF follows. 2 . The exist g in windows on_ the southeast (Park s � > > Ave.) gable elevation shall remain. Relocate �.` attic window as noted. Seespecifications for r✓a - -- refurbishing requirements. All existing �s� C2 windows to remain shall -receive new. -- - storm screen combination windows. <2 N E w .Go►�1STC2u�-t-1 or.t , ►sue 1 _ _3 . Anew 36 inch wide door' is to be`.installed in -- _ t The existing.. »T_ ., _.::.. he front {southeast) entry. h -- I r.- I � � ___.._ _.� sidelights� *� ----- --`--- , f � �--- � � ME � i eli hts may be in width to __--..�-. cco d t e_ 36 ; door in the overall - --- -_. - _ :e_, � ao�n�- � � 2 � a mmo ate h r existing' opening'. : The existin ' transom s F ��_� . ,.. �7 7 w i�ows 99 �= d . d wood doorway trim must pediment, :an all other r -�--- i be retained and re wire rather ,than` replaced. , Where existing is severely deteriorated,` : �v+✓�. _ '' new trim must `match existing in size, desi gn n t � ,tiEW ` _ -- -= I , � � � I , : I , P 9- and profile. ,�� � - L�k .� _ Lam_ � pCa�-Cexc>Gk� � �N , 4. : Existingexterior wood window trim, :corner r�owrlG;toouT- boards " 'frieze boards, eaves, rakes and _ - G dentils must be `retained and repaired. Where these -elements are deteriorated .beyond reparr, k �u rJ n.�rr-ro ri s STY' .> , F Y' i new wood elements must match the existing in .-0 ,..i 0417,0 ___ __ I i I_ v✓IQ00\A)w><w size design, andprofile. Ca . 9 , �A,SEM�" WJWS -- - --j- General Contractors shall carry ' an ,allowance as _ `ct :document for replacement noted in the contra of I�o{2T{- L //a orJ existing deteriorated wood trim elements. , II 1 -C� TITLE SCALE {- DATE 4 SEAL :.- ORAWING NO. �.f21G tJ lU 4 ,- iQ - . _ r KEENAN + KENNY, ARCHITECTS, LTD. 1337 COUNTY ROAD CATAUMET, MASSACHUSETTS, 02534 - . -.,. BOX [506) 564 5901 j �._ ,_ REVISION , 12B r ' , I _ t N W e s, GURU .'Cvf�' K6lerr- ca r -7-b wl� U t, ><4 I Gul2v� "Tnl° � sl r2 I F s 1 M 1; 1 y I i I 1 f I i M I J /i4 � L BST t Q tY TV I I I , 1 I } 1 � f3o71" C� I I I _ L , 1 I I I - 1 ,. I 1 L �1 ❑ P G I S O a. 1,77 NJ 77 Ac q - a 171 -. 1 1 c7 CJ I _ 2 ( I � 13vt- C� sE MEri , , I i I { , III II 11 I 1 l� l�� Li _. WF-: r',� -IOtGTsl=U�r\GJkJ—F.a2- - e5w 10 6d�J7i, I Fz _.br-- r---L as,y T 1 /8 �W � Gv►J�rrteUc`t"lot�l a- 01 is - i , __ } G ❑ _ ❑ a _ D _ , ►'\L'a='10 f��GIG _.�-_. _.J f IA TD I ! f_ P D D ! t D 7 D I D r-I I ! 1 3 7 . e I - I 3 C t�1�W STE r,i 'I�7iot�l�_ I a s Y L� 11 � � L� - 1 rt � I I I I y TITLE SCALE n 1 8 s _O E W L � I ►� Iar.lS u 1 q DATE c 'lli �1�a1-1 U - SEA L ,, ,---.�.:.., DRAWING NO. _ k2 ,. . ._ 9 ,t z f�.tG._ �r u �rJ �- � . r r Q 1 i• . . 7 0 r e KEENAN + KENNY ARCHITECTS LTD _ TS 2 ATA T MASSACH O 5 1337 'COUNTY ROAD C UME USET 34 REVISION BOX 506] 564-5901 ' P.O. BOX , [ ,...r- i Y� t 4 N I T j _, .. ,. N�V"J �. fr!-'t �Pi..r�'�`[" -�'��' --�i�� ;''�a<--tT' tI_i..,,� ,.. / � K-�t ;: ✓�+ *� u)/ ILL trt i S 1 , ` I r'l h-,EW ��C IST I h � f� L, .• - ^ 1,IN6-- GUQ,::�T� r--GU� — _.. - ca7T' uL. k--L�' L:.I Eu t 2 V. 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NP 1337 COUNTY ROAD' CATAUMET < MASSACHUSETTS 02534 0 r . . .�....:_..._...fff - -. REVISION >IKPO. BOX 128 r (506) 564-5901 ' : - v i fD r -_ d p r­y�M 8. W ( l-I A�L UAL 11 `: k � 7 O � _ 0 2 D 1p I�Nt�" w x 10 !: 15 I <o Gf i e k ; Eokl 0 t I j 12 P��LC V-) wJINI:o�> 1 ) 1 : � k 1 � 1 I v I 1 _ I U I Eczi�aL L r � k ii t I . I J 1 i r , O:ui u i n n o' q k� 12�1 Co 10 Gv O I 7 I I I I j I r - - IT) t,z sex I I F--J I I I I 1 I f Fes.I7'-i P I ' r T - j C E•E.- �-R-A N P �' i ' k A 1 `I I to ) c I'L _�E: �( b 4 �jw S2 0l2 o ES 0o N 1 I O N la N I� LOUA�-r ION o f N I I r � i � tl : f�� �:.I2.. .�� �X I NCo c-�2�rA?L u i i s i _ Ac- I- �o iJ N paT o N `r.���� I r , I o I I r.i . -r¢�, r� p r r - �- I u1 '2- � t�•..Y. ' G-�I�-I'1-�Y2 o 2 co <P,T. Si L ��T� { e��_5 qIL � - V i ,1 1-ouvF-�v rJ E✓L --- I 1 ) t 11 .1 >< 2 N x �70 I �S o �j0 t� I< -aLe : �QUI � ' X15( INCa_ fbGG� 7 T � I 1 , , k 8 v k a V .F. co lxeszr 1 I ' cv foil cs� �,� a s 2.5 I C s _ . 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DRAWING _� ,,. WING NO. 3 G . I. L i�A A E2JL E=!J U , L.L GE M,a. 1 S 2 KEENAN + . KENNY ARCHITECTS ' LTD. ,1337 Y COUNT ROAD CATA ET MASSA S BOX 1UM CHUSETT 02534 >iKRO. B 2 , (506) 564 5901 REVISION j - t LC.7 r f I IL 2X to �oS4I(o T'( ''I C' V. V , (� (���✓C 2 I 1 /zd o L , 3 IL7 I Gr' t,tEv�1 r2 O r.)i►41 L > L s rZ _ A 1 ; U Ic 7F r�2 Tr Cal- L '1 � tl _ JO , r " i 1 . { a f p N r !D c 3 X c C a f 3 .� �u I t 2 r'P rr At [,u _ .i2GT tf'0 I � t G G J s a. p D�1N 1 r , f Co O.G /Z 1 14 y i iA r � 8 J � I l 1 3 . , , i z 4- o _(, f/-a l--f'H . _ (� G-t (� 121N� 'F�F'�_ -1�1�1 l'"- i . _1�441 JN � ;;--�15-e? GoHN5G-W +s W(1-4 1� � �.�.��.t�-1►Zip `WSTA<L,- J 0Is� TITLE SCALE � 0 . AS rJ ' DATE 411 13EAL OPIAWING NO. +.. i S 3 -LTD. KEE'NAN + KENNY ARCHITECTS, ��. .. S TS '' 0253 4 T T MASSACHU ET Ll '1337 COUNTY. ROAO CA AUME i P.O: BOX 128 (508) 564 590'I REVISION 1 I a. .v ICI F a L I . xIo /LX lv sty► -R+Pz,'a T++ -r V TI TI 'I F ..�` X , i : 1 a . 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UG"TING AID RL-LEIPTALLE 5 S" ALL NOT BE ON T1-AC .SAME --- --- _ C-f 4ZC.0 1 Tf 4, KVaXI K\UM NUMViEIZ OF �2ECE�T/a�LE 5� UN ONE Ct CU 1T SNALL BE E \ GHT. 5 WAXI MUM Nl MR--)LR OF RC-( EPTAL+.-Ec, ON ONE 1<1TCNC--N1 CIQCU 1-T SHALL 13L- -TIJRCC. �,• '[� \ b ALL R CEP CIRLMT S S�AALL 3E 2f)A . l - Lo a s Q I A I ; ALT Al IA/ iL o o K A GLi im , - -- - -- 3 - I a T � ) OAI I I �Ta� Rion Y NI A/C A � . _ TITLE KCAL■ 10 M AL O IM�Aw N . fi I KEENAN + KENNY, AACHITECTa LTQ 13" CQ�VTY PIOAO C^'r^L*ART, MAMACHLXWTTi. 00634 li Zoo 2 a o o 0o zaU . � r ' I _ Q � 1 I I-"I R C ,qLA RNe EG?UI P E T SE EUUL • S F F F F � r C' `MUN UNL_ S-T"ATIOhJ MS ?- Hu FLDD D I 1 U��.. S H C� 4 I�� I� F ALID 1 C.� � .� t Z a _ II D ET�ECTUR �U 1 P S S�J.S•TCN� SNoJt4C � Q - n U �"L-V\Pr NEQ� DETECTOR, �LXLD s I Q F F -Q--Q-Q- M - T. - 1 _ F I i 5� D f3J UTNLCL S \ lRL D CJ E C , FLU\V S\�I fTCN I U�IV , Q _ ;I I ST FLOOR I—a .«• _ C� S\�IITC�=1 t�!�1_t�EY� GJ UT� I..a �'��a \Vi�'�kD f�J C.L, TAM EIS 0\J SU?PLJ _ rAcn � ALAR14\ CLNT12UL_ T ANEL_ rt /+ aoo I D EASE � D TLL P"bNC LINE TO F F- Ti I 1 E�'. STATION N I 1 I T I S 5 I : : I 13QSEME 1T I N07 TQ SCALE I Q o Q • E I , QK , A In s rl 53I _ S 1 r t 5 - I , I { s I Soy i Q � I � , Z I ' 05, p t ol y SSf � i DLollP — N I D I � CJ b H � L ft �tAt ra ; I A S Q A V S i Q IL � II I _ S 1 : I , , i v i i b II t A a , , it � I i I . r _I , h f ) r N0�TF . ' A ' Nn II. STALL S TYPE U rI�fTLl12C5 IN /�T-T C SP CC CUNT RM- (�� SP S\v t ClA ANn PILOT S S TrTt_e � i.-h T{z ...._ . 214 ow+Mwtt>ro nto. , - ff , lE '� 1 F- 1�I , i �i , r~ /14 . E N2 LTD. .. .' HITECTS .. _. ,' N + FC�NNY ARC HIT� 4 TS d 3 a.A Y OQ T MASS CRUSE Y 'p10A0 CAYAUME 13'J7 Gol�iT /lt VtSi�7N Box lea (do®) 564 590 ----------- ---------------- - ------ o - L L L3yILEtZ c 0 0 L SL 7 7L L , PLkIEL PI 0 0 0 L L cv- pk'�-owl t-A i-7C-M . SO L 4 E-r 7 0 EX\ STINIL- POLE , P AN F- L 7�' . -\�Z L tA P i-Tf7 R LIN E L I 2 -"C 3 Z.S:(J K C M I L A L. r 1, IRSTAU 7\/ TACKS SW\NN, UAL" TA(-V- SWW HA\/L-- /A HomE KU 70 C-- LL-LTR� L aoAR-D� ANO TL-2MMI ATIONS hJ TITLE 2 M �-,FALL TELEPIAONIF- OUTLETc�, la--Alo\\fN , D\CH OUTLET S�OALL SCALE .4d. 11 c) PE TU TALL PC N TF2MNAL, ANU DATE. T�ISM I W ATI 0 N1 S DTIA[-:R s SEAL arORAWING NO. 3,- NOR' Em3 �i KEENAN + KENNY, ARCHITECTS, LT 1337 COUNTY ROAO CATAUMET, MASSACHUSETTS, 02534* REVISION ��P.O. BOX 128 (508) 564 5901 Lh!�rPTINC— �:) X'TUKE SLPEDULF— L E if, E N Q T/P mm U (-T 0 R-c- NO, MOUNTIN Cr LA M V' S -7 L h A VA LD P7 4W RG A 53 SVAY k T L H -7 T C-L-I L . 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