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BP-591tov C 0 7777, t.6 d4 Ce Icyll Is 116 Owl Ce dic 0 16 to 8 0 E I flat 0 a son E to C) to LL 0 i114 4.) 1 0 SP4 *P4 04 C) 0 # :3 IL I I IIIZ Cd 09 P-4 0 W It I 11 g I I V ? ci- PO W E 0 0 LIP 0 U 0 all s 0 It 4Z4 C, 44 44 ac ce I I I I CL C tm 0 0 I I 0 VX tOHIO Cd 01 C =C 0 LU W 1W $4 OP-4 C It It 11 ago" It bo I r r4 0 W. E 1p I 4) $4 14 Smoot r. U I :8 tr 0 P-4 oW W 0 0 0 op.$ I C12 X C 0 ;4 040 as*- U Cd 1k W ce C C1 4-4 A4 W 0 OEM s01 W or 1-4 $4 V ce ; I� I .4 11 L4 or og 0 a 16 C 0 till W C C) 34 be it PO 24 I ILLi I I (a C 0 03 CS Ice" to cc 0 Is E 0 0 -Z E 0C 5 : V W r4 C 64 CV to .0. 01 i 11 0 a*- M omw 9. 11 I V 0 ( 06 1 11 I I a Z!1fol! 1. I 94-4 0 E 0 41 r tr A Id j 2 2 I 9 k I to, I � � 4) $V4 ir- N 0 0 CS opq Vist Cis Z IoE IX de oil 0 4a I UJ 4J Z *Z1 P0 cc 0 0 loop UJ Z V , �qf. 4) IC 0 -C E c W ts LX I I I I V .1 > W a I I 0 Sh I 1 dew I fla oft I 0 0 C C W 10 , , C .8 W 0 :0 i am I LU CL a 4; 'a r E4 0 aI CID P Z Z 0 UNDER NORMAL conditions the -accompanying Spe-cifica- % cc ;� 0 t, 0: Cl) 0 is 0010 I sob I I I I . 'K # 0 The adjoining Description of Materials (Specifications), < I * 2 ;4 t U11 I 8 V Cr 4) 10 I .6.) ce LLI 4-) 1 tions (Description of Materials), along with the Working and the following working drawings are the two most < ed to am W (V4111 1 a I I . I C3 ba Z .0 as* I .16 Drawings and Plot Plan, are supplied to two parties: LL. W 11 I important documents in the actual building of your new W ir, 0 0 ..., W 0 U 0 E CV syour builder; 2) your mortgage lender. Where it is neces- home. Together they form the basis of how much of a 0 C us 4: soft I T� F; Wa Z I I 1 :14jo WA W 4 1, I id oca W oz 1, Z sary 0 84 1 I to file your plans with a local building departments, mortgage you will obtain and they are the actual building 4� I 30 of. 40 ul - - : I I ca the working drawings and the plot plans are the only instructions to your builder. 0. On C tj =. I -- 1. I . . I I 4 -, : +; MJ %*-.a W 0 V-41 11 I W W. U I .. 1 1 71_4 11 CL *21 r. I I I *a I 4sol- ias : k I i I I � LU parts they receive. I I I 0 . V.4 1 1 ce Ic ;& Z C a LU ALTHOUGH, when separate and folded, the Description C-S F 0 I Your builder and/or lumber dealer are the only ones 2: 0 *1. Q V C a. I V 8 INE LU 0 Z of Materials are on'ly 4 pages, they are farreachng in 0 0 000 I � 02 1. I CM UJI, 0 who get the Lumber and Mill list. Always keep in your 0 a I �: CV) I LU IUJ C, protecting you your builder and the lending institution, by 3 C 0 a De- CS Z Cc possession oine copy of each -Lumber and Mill list, 0 ip. 11 cc > I I I 0 2 " X C4 0 virtue of a sentence near the top of Page 12he Specil 0 .0 sce ng sell 01 0 scripi Q, a I W C 9 0* I I I I 2 , tion of Materials, Plot Plan and set of Worki 00 0 0 w E 0 -0 de this Description of Materials, the appli- am -Z Ift Cd I I cd I U VV 0 0 1� CS es Cd fications inclu C -0 E I P" C.) Z co Drawings. 0 J cable Minimum Construction Requirements." 2% be 0 0 03 E -E 0- low. e.- I E r ts W 0 W 31 g I %*.as 44 .., 0 V I Check Changes Made 0 I 1 $404, W, 0 V WA r C d. Cc N V I so I I Z Z LIS %woo = a .5 to 60 wo I be 06 99 c je 0 tZ 0- X 66 it 4S a E 00 ta V" 0 Part 'of Agreement C W PR 0 4 M- i THE DESCRIPTION OF MATERIALS will eventually become 11 CS 11 be Lu to 0 a 00 I 11 0 0 l�o i )so%'- 0 W V IV) 0 1 4) a : I t:1 = 64 Cc cc 0 $4 0, Z 0 I 0 0 Z 0) 0 - 0 8 -0 I r: 1 o I 0 40 r 8.0 A a I W 1, Z too.*. . 0 U ; W or 0 3: 0 2 .9 part of your contractual agreement with your builder. C a 00 ba P bo I M 8 9 n .. Z .1 0 V 0 8 0 In 00 9 14 , 0 p-q IN6 These Requirements include -specifications on various &a 16 to 9 4- < Q " Soo: 9 1126 0 CO 0 a :t e to op" a W C.0 W 0 C Z I 0 Each individual page, upon signing your contract should :9 0 on A OP4 0 'M I 0 a It 0 V_-4 `V a 00 --I 99 parts of the house right down to the sizes and number of 11100111 W -0 C .10 S. I -S .1 I 0 i I= to I... IL I*ft X -0 ise a $4 ." P-4 Z be initialed by you and the builder. If any changes, 6. 0 W6 VI 0 0 CL 0 W I bu. ptv It. C 0 0 to Pk 92 Ca W -0 CS P, n'ils to be used at e structural wood. LO C in W 0 0 �V X 0 0 P4 0 subtractions or additions are made before signing, make W abo tE 0 W a W M C6 Pk 0 1-4 M CL t A Q*C- W rk > t6 V1 i6 n' They actually become part of the agreement. Most -lend- 0 tc itcertain they are made in exact duplicate on all copies. )-0- 44 ing institutions and builders have mortgaged or built under 0 0 C tr ill44 a cc, If any changes, subtractions or additions are made after 35 f. E 2 signing of contra*ct have such modifications put on c1l sets similar (F.H.A., etc.) requirements and are thoroughly in existence and have them initialed. Have all price familiar with the commitments they are signing. changes in agreements in writing. Followirig these simple The instructions on the NEXT PAGE are important to rules, there is little chance.for any future disagreements read; they enable you -to complete the Description of 10 4J between you and your builder. Cie Materials. I LU ,BELOW is a dio'gramatic plot plan. Fill in the spaces to show the < CPO! dimensions underlined, the north arrow,, the st-reet name,, the distance U. - from the corner of you r property to the nearest street intersection 0 I ea. (and the name of that street). If a corner plot, also show the side Z 0 a street name. 0 CL .4-0 Cd 0 ..... - ------- - ------ - - -- V 0 PO us IL4 r J rear of lot 13 molki 01 C; 3 I %I# 00 P I I I # 4) tv Cd VO CS sN oIL4 k 0 cc Z co A W north 9 It "Oil 44 1 I I 046 6 A s-e Cd $4 41 arrow Ca 0 d IL 00 - .1 4a IL4 Z *A4 old CS co e 49 sit d. I " . i Zo: : 9: 40. Q I 0 0 4- ! I - I a I 0 1. 4J "do 0 a ilt� g �t i 0 JS 47 goiso oA, of i 0 IrOM 4C24AQA6LM low. a. P's, I 11 it 0 04!. 1-02 i V2 44 Is 11 11 I 0 0 ce CL i Lo V 00� 0 o4 P-4 Vpq 4q C) 38 CL 4J C4 0 L4 _441 M 4) of 0 0. %. ft 00 a sL 1. J 00 Es I I (A I 10 11 41 11 Z 10 Cc as t3 >b >, so0 10 L A.. 1 7 0 40: 0) .11 IJ Is I -, I 0 0 0 to 0 00 0 :3 :3 0 V, dew 0 Cd 0 0 1 ! I I f- 9" 04 PC 10 11 OP" PO Po tdistance to corner 0 distance to corner I I ("b"feet if corner lot) 4) V1 so to 00 Ak on 0 ("""feet if corner lot) ce oZ CS t4b 0 Fop 411ift OP4 $4 of" I 4J sJ: . I U -#J I I I 10 66 fV4 cd ell 14.jf 1 oat t Z Nj It PC 0 or P-" 42 sU! 01. 1140 Z4 V l' #21 lot lines Z 4.4 0 t 0 $of," I o#2: CQ do 41111 o d1b SO do 0 E-4 4) 4MM' CY V-4 to I I I Z 10 I to 21 o : : : I I I fr" I I I I I Z - "M I Z C3 9: cc frontage of lot dip VV I I 4 U2 er 3; ' es I 00 Z Z V11 df: es Voy: 1 V1 to a Cd streel name I 1 g I I 44 !2 8 W 14 'is to I 44 1 0 E-4 U I 409M 1 11 (V I I *41 4 P-24 rzf 0 No PROM Nq I 'to 0!1 oil -7 4 d Wo Flo is! N T 0 DESCRIP sATE L AND M RIA S ooca I I Clio S P E C I F I CAT I 0 N S sU i iv, V4 LU t_ 9 8 is .FIRST FLOOR FRAMING 10 PCs, 1 ' x 2 1210 Story Pole 2 Bdl. #2 Wood Shingles -- For Shimming 12 PCs, 2 x 4 1610) Regular Sills #1 Fir or Y.P. 4 2 x 4 1410) 2 2 x 1210) 4 2 x 4 10'0) 44 PCs, 2 x [0 14' 0) Floor Joists #1 Fir or Y.P. 5 r 2 x �. 12 t 0) 4` 2 x 10' 0) 20 3 X 1810) 16 3 x 1610) 3 Pcs , 3 x 8 20' 0) Beck Joists #1 Fir or Y.P. 3 3 -x 8 1810) 8 2 x 8 1210) 2 Pcs . 2 x 8 12' 0) Inside readers #1 Fir or Y.P. 2 2 x 8 8to) 1 PC* 2 x `2 2 12 °0) Ledger . #1 '' Fir or Y.P. 1 2 x 810) 9 Pcs. 1 x 2 1010) Joist Strips --Bath floor 8 1 x 2 6°0) 7 PCs , 2 x 8 1690 Box Sill #1 Fir or Y.P. 265 Lin.ft, 1 1/8 x 3 Bridging #2 Fir or Y.P. (If not avall.able u€ e 1 x 4) 6 Pcs . 410 x 810 1/2" Ext . Gr . Plywood Porch Rough Flooring 50 PCs* 4. o x 800 5 /8" P I ys c ord Rough Flooring SAL FRAMING (U L 1) L pper eve 165 Pcs , 2 x -4 810 Outside Studs #1 Hem, or Fir 420 Lin.ft. 2 x 4 Long Length Plates tt tt t1 8 PCs . 2 x 10 810 Studs at Arches If If t' 12 Pcs . 1 x 4 1210, Corner Braces #2 Fir or Y.P. 2 Bdl, Wood Lath 1 PC.. 2 x 8 12 t 0) Outside Headers #1 Fir or X.P. 3 2 x 6 16' 0) 2 2 x 6 12' 0) 8 2 x 6 10to) 200 Pce , 2 x 4 810 Inside Studs #1 Hem. or Fir 565 Lin, 2 x 4 Inc ide Long Length Plates" tt 2 Pcs , 2 x 8 10' 0) Inside Headers #1 Fir or Y.P. 1 2 x 6 12 t 0) 3 2 x 6 loco) 4 2 x 4 1210) 2 Pcs . 2 x .4 1210 Cats at Bearing Partitions #1 Fir or Y. P, STAIR PLATFORM FRAMING 3 Pcs , 4 x 4 6 10 Pos ts 3 PC3 0 2 x 8 810 Headers #1 Fir or Y.P. #I is tt 7 Pco . 2 x 8 5' 0) Platform Joicto #1 rir or Y.P. 3 2 x 8 3' 0) 1 Pc • 2 x 2 410 Nailer #1 Fir or Y.P. 2 Sheets 5/8" 410 x 810 P1 ysc ord Rough Floor WALL FRAMING (Lower Level) 30 Pecs , 2 x 4 8' 0) Outs ide Studs #1 Hem. or Fir 134 2x4- 410) 270 Pcs . 2 x 4 Long Length Outside Plates 4 Pcs . 1 x 4 1010 Corner Bracee #2 Fir or Y. P. 4 PCs. 2 x 10 10' 0) Outside Headere 1 2 x 6 1010) 7 2 x 6 1610) 185 PCs, 2 x 4 810 I us ide Studs #1 Hem or Fir 540 Lin.ft. 2 x 4 it Long Length Plates " , t1 tt 1 PC* 2 x 10 16' 0) Inside Headers #1 Hem, or Fir 1 2 x 8 12 t 0) 5 2 x 4 1210) ; 2 PCs, 2 x 4 1610 I Cats at Bearin'g Part'n. BACKING & BLOCKING 120 Lin.ft. 1 x 2) #2 Fir or Y.P. 120 2x2) 120 1 x 4) 120 1 x 6) 120 2 x 6 ) 220 Lin.ft. 2 x 4 Miscellaneous Blocking #1 Rem or Fir 2 Pcs .' 2 x 3 14' 0) Framing over Kit .Cab , #1 Hem. or Fir 2 2 x 3 1210) 2 1 x 4 1410) 2 1 x 4 1210) 50 PCs . 1 x 2 810 Wall Furring .for Lower Level Fir or Hem, CEILING FRAMING 18 Pcs . 2 x 8 18' 0) Ceiling Joists #1 ,Fir or Y.P. 25 2 x 8 16*0) 43 2 x 6 14'0) 15 2 x 6 710) 6 Pcss , 2 x 6 1210 Tail Joists #1 Fir or Y.P; 1 Pc . 2 x 2 16' 0) Lodger Board #1 Fir or Y.P. 1 2 x 2 14'0) 1 PC* 2 x 6 14' 0) Flush Header #1 Fir or Y.P. 1 2 x 8 12'0) 1 PC* 2 x 4 16 ° 0 Nn i 1Qr #1 Fir or Y.P. 7 Pco, 400 x 8'0 1/2"' Plyecord Catwalk 3 Pco. 2 x 6 16' 0 Solid Bridging #2 Fir or Y.P. 130 Lin.ft, 1 x 4 Cross Bridging ** t 4 PCs, 2 x 4 8' 0) Gablo Studs #1 Ham. or Fir 1 2 x 4 6' 0) ROOP rRAMING .58 Pc . 2 x 8 18' 0) Ra f tere #1 Fir or Y. P. 26 2 x 8 1610) 12 2 x 8 1410) 10 2 x 8 1290), 10 2 x 8 1010) 3 Pco . 2 x 10 2210 Hip Rafters #1 Fir or Y.P. 2 Pcs. 2 x 10 2410 Valley Rafters •t ,t t+ l 3 Pcc . 2 x 10 16' 0) Ma in Ridges #1 Fir or Y.P. 1 2 x 10. 10,10) 80 PCs.. 410 x 810 1/2" P Roof Sheathing 20 Pcss , 2 x 4 1210 Loohouto 5 Pco. 2 x- 4 16 t0)Nailer for LoCR I souts #1 Fir Hem. or -- 1 2 x 4 14' 0) 1 2 x 4 1210) 2 2 x 4 1010) 10 Pec . 2 x 4 1410 Croso Tice f wRa f tersm x . #1 Hem. or Fir .N- OUTSIDE FINISHING LUIMER 2 Pcc . 1 x 8 180) Rape Trim D,U. Pine 1 1 x 8 16'0) 1 x 8 8' 0) 2 Pcs. 1 x 2 18 0) Rake Trim D.U. Pine 1 1 2 16'0) 1 1 x 2 8'o) 7 Pcss. 6 x 10 2'0) False Built Up Timber Beam Projections 2 6 x 18 1'0) #1 Pine 1 6 x 14 1' 0) 6 Pco , 1 x 10 18' 0) Fascia Board D. W o Pine 1 1 x 10 16'0) 2 l x 10 12 to) 1 1 x 10 10 1 0) 2 1 x 12 12 t 0) 2 1 x 12 14' 0) J 5 Pce . 410 x 8' 0 1/2" Exterior P1 yrood for Porch Ceiling 12 Pca, 410 x 810 . 3/8tt " •' " Eaven; Goon 1 Side - z Soff ito 1 Pc. 3/4 x 1 1/8 `16 t0) CoveaCornice & Porches 1 3/4 x 1 1/8 lot 0) SHEATH I NG--SIDING 55 Pcss . 410 x 8' 0 -het-t-h "g-- 5 Rolla - 15 lb. Saturated Felt Under1ayment 200 S . Y, l" Thick S1*.;ucco Finish on Wood Framed Calls 50 " 1" t' •, tt t' Brick Backup 25 �t ltt .t .t t' t� Horizontal Wood Framed Surfacec FLOOR I FAG 1600 Bpi 13/16 x 2 1/4. Clear Red Onh Floor 8 Pco, 4'0 x 510 5/8 Plyscord Plugged Under Reo .Tilt on Good Framing 4 Rolls 15 lb* Saturated Fe It Under la yment i. SHELVING PANELLING, 37Ce 2 Pco , 1 x 12 14' 0'`) Cloeet Sholvec #1 U , Pine or Fir 5 1 x 12 12101 2 1 x 12 104O'' 2 Pco , 1 x 10 12 ° Q',") Shoo Rach #1 V. Pine or Fir 1 1x10 10'Q'�) 1 _ 1 x 10 710) 5 Pcs , 1 tS x 310 ) R /4 P1yrood Linen Shelves -Good 2 Sidec 5 1 t 8 x 3 t 10) :3 /4 36 Lin.ft, 3/4 1Ealf Round for Linen Shelves 3 Pcs. 1 3/8t' 0 le' °0)Clothes Pole D.P. 2 1 3/811 0 Y310) IN ULATI ON' r' 1 . •" .f l �'%�. 2200 S . ft . Semi-th1ch Batts, O.S. Va l ls� & Garage Ua l l to Houoc ��1600 Sq . f t . Full . q '" „ in Ceilin U r Level ,+f � .. PPe if r 49�2® 550 Sq, ft . '" •• Garage Ceiling RODE' I NtI /,j 1,A.IcA ; 25 Squares1:3 1/0 x H 3 =-1-0Expoced Length .8 .1/411 Expced Uidth 170 Lin.ft,, Starter, C ouree Edge 50 Lin.ft. Hip Ro?.Ac 13 Rolls 15 lb, Saturated Felt (2 Layerc) 60 Lin.ft, Ri.dga R'ol l vith Bailor Under V. i i x 3 31 4' 2 5/8 Steel Casement rith Einod C irculitr: Lite Top 6 140 x 110 Fixed Good Framed Glass Lites LUMBEK N DOOR JAMS(Interior) - 1 Sets Door Jambs 3/4 x 4 5/8 610 x 618 Clear W. Pine 1 It tt of 3/4 x 4 5/8 5-t 4 x 618 it it to .f tt 3/4 x 4 5/8 418 x 618 tt a .. 4 tt tt tt 3/4 x 2 5/8 4 t 0 x 6 t 8 of tt of 1 it to it 3/4 x 4 5/8 314 x 6 t 8 to L L L IST 2 .. .t 3/4 x 4 5/8 3' 4 x 3' 0 tf tt tf 2 3/4 x 4 5/8 310 x 710 (Circular Head) U. P, 1.4 tt tt 3/4 x 4 5/8 216 x 618 W.P. 5 t► tt « 3/4 x 4 5/8 214 x 618 " I tt 3/4 x 4 5/8 210 x 618 it 986 -,-" -1 Set for Trimmed -Opening 8 t 0 x 618 3/4 x 4 5/8 1 tt ff tt 7 t 4 x V 8 3/4 x 4 5/8 PLA STEOARD ---� ` 10 Pcs. 4 tO x 12 tO) 5/8t' Plasterboard for _Garage & Heater 4 410 k 8 ° 0) Room Ceiling... -` -- INTERIOR TRIM 36 Pcs . 410 x 810 5/8" Placterboard fo Garage floating Room Ua 1 lc ALL COLONIAL CASING 5/8 x 2 1/2 MITER _ HEADS CLEAR UHITE PINE 8 Pec . 410 x 12 t 0 3/8" Plasterboard for Lower Level 1 Sides Door Trim 514 x 810 Circular Head 10 410 x 1010) Ceilings 1 of it to (5) 216 x 618 2 4 t 0 x 8 t 0) 2 to tt it (1) 610 x 618 with 3/8 x 1 3/8 Stops 2 It to of (1) 514 x 6 t 8 " 3/8 x 1 3/8 " 30 Pcs , 410 x 12' 0) 3/8" Plasterboard for Upper Level 2 tt of to (1) 4' 8 x 618 3/8 x 1 3/8 " 4 410 x 8'0) Ceilings 2 It to tt (4) 410 x 618 11 3/8 x 1 3/8 tt 2 tt tt ., (1) 3' 4 X 618 " 3/8 x 1 3/8 tt 127 Pcs , 4 t 0 x 810 1 /2" Plasterboard for Upper Level 17n l lc 2 It tt tt (2) 314 x 310 tt 3/8 x 1 3/8 If 86 Pc.� , 4' 0 x 810 -1/2it It tt Lower ff tt 2 It tt tt (2) 3 t 0 r. 6' 8 •' 3/8 x 1 3/8 tf 2 tt It tt (10 2 t 6 x 6 t 8 3/8 x 1 3/8 tt 8 s and studs, 2 ft tt (5) 214 x 618 " 3/8 x 1 3/8 to Plasterboard figured to run with joists . If at angle ri ht contractor to refigure same, 2 •+t it it (1) 210 x 618 " 3/8 x 1 3/8 lot g Garage can be changed to suit local building code. 2 Sides Trim Open , (1) 810 x 618 2 to it it (1) 7 t4 x 618 DWR FRA ME S - 3 Pcs . 3/4 20 t 0)Ccil Hold ,Clear U, Pine ( not incl 3 3/4 18 t 0) garage) 1 Drip Cap Door Frame 5 t4 x 8 t 0 1 3/4 Rbt , with 1 1/8 x 4 11 3/4 16 t 0) Casing - C irculnr Head Doors (Sp-ec is l) 12 3/4 14 ' 0) 30 3/4 1210) 5 D.C. Door Frames 216 x 6' 8 1 3/4 Rbt . Frame 20 3/4 10' 0) i Pc, 4 x 8 10 t 0)Adzed Timber Mantel 3 tt 6 x 8 110) tt tt tt Supports DOORS 320 Lin . f t . 2 member 3 1/2" Btt ase Lower Level Clear Pine e 435 a tt 2 tt 3 I /2tt Upper .o 2 Entrance Doors 298 x 690 x 1 3/4 Solid Core Birch Vender rith Round Head - Applied' Panels L- Glass Lite as thorn - on elevation 60_ Lin.ft. 3/4 x 1 1/2 Shelf Cleat Cloar U. Pine 36 tt ft 5/8 x 2 1/8 not, Hooh Strip tt It " 1 Roar Entrance Door 2 t 6 x 618 x 1 3/4 9 Top Liter 3 Bottom Panalc - Horgan Co. No. H 3969 Fier 4 French Doors 2'6 x V8 x 1 3/4 12 Litec Each - Pond.Pine HIHCELLANEOUS o _ 1 Scuttle 216 x 216 3/4" P1pwoQd Good 1 Side 12 it 3 I nt . 8 Boors 2 4 x 6 x 1 3/8 6 Pn ue I Colonial on is 1 H 100 Pond.Pine ]Pine 216 x 608 x 1 3/8 6. to -100 of to 1 Sot Scuttle Jnmbs 2 t 6 x 216 1 It to 216 x 618 x 1 3/8 Solid . Core Fluch with G1, Lite I Poo 5/8 x 2 1/2 -12' 0 Colonial Casing Clear U . Pino 1 it it 216 x 6 t 8 x 1 3/4 ' Fire Proof of ld Coro Birch 6 Saddloc - Int . 5/8 x 3 5/8 217 -Cl. Oah c�rior Doors 5 'Thresholds Exterior 5/8 x 4 5/8 2' 7 Ins 1 to ft 5/8 x 4 5/8 5 ° 5 2 Sots of (2) 128 x V O x 1 1/6 Louver Doors - Pond. Pine 2. of It (4) l t 0 x 6 t 8 x 1 1/8 let tf to of 1 If of (2) 110 x 618 x 1 1/8 rt It Olt to 1 Uorhbench 210 x 1114 with 8 Drawers 2 x 6 Oak Plank Top 1 It of (4) 112 x 6` 8 x 1 1/8 Alt tt of It on 4 x 4 Post Supportc 2 of of (2) 112 x 6 t 8 x 1 1/8 ct ff to to 1 tt tt (4) 116 x 618 x 1 1/8 tf to tt *, 1 Pc . 2 . 0 x 410 3/4" Plywood Good 1 Side for Linen C l osot Top 1 It " (2) 1' G x 710 x 1 3/8 to of with Circular 7 Pco .1' 6 x 6 t 8 3/4" of Cl osot Dividers Good 2 Sig os with Hand ( Special) Pond . Pine Birch Edge Strip 1 Sets of (4) 116 x 618 x, 1 3/8 Louver Doors - Pond . Pine 1 If t° 2 l t 8 x 618 x 1 3/8 tt It .. to 6 116 x 616 Uood Shutters with Circular Cut Heads 2 tt to (2) 210 x 6 t 8 x 1 3/8 f1 tt 4 116 x 3 t 0 it of C1, Pine 2 Carved Timber Supports over Inside Entry Doors- Size by . 2 Gara o Doors 8 t O x 710 Uood Overhead T with 1 x 12 Rough - Omer g � Typo g 3 Turned Wood Poles over Entry Closet - U. P. - Sawn Bonrdo Over Face (1) 2t � x 1 G Fixed Glass Lite each Dr. r e STAIRS U U %Al G :-�� -� All housed wedged, blocked and gluod - Oah Treads Clear U. Steel Cn�tonont Sash said Double Hung Units complete with C� � � h 3/8 x 1 3/8 8t®per 5/4 x G Stool, - 5/4 x 4 Sill-5/8 x 2 1/2 Pine Riserh � Stringer -� Decorative drought Iron Railings Bet Colonial Casing - Ali C1. C.P. - Hi'tored Corncrc� Si.d s -Hand Railing - At Uall Sides Only 4 3 tO x 311 1/2 Steel D.H. Snsh - 1 Might at Entry roper 1 519 3/6 x 3 t 2 3/8 Stool Caccrent 7 Risers 6 Treads 3 t 0" Tlide 5 4 15 1/8 x 3 t 2 3/8 of of 6 It 5 tt 3 t 6t1 If 2 3'1 x 4t2 5/8 9 311x3123/8 of ft 4 117 1/0 x 3t2 3/6ti 1 Flight at '.Roar Entry 6 Riser, 5 Troadc 3 0 Uido - 7 " 6 .310 of with half circle bottom tread (Platform. framing and scr;:�facing - lic'ted ceparately) 1 CABINETS 1 Va nit ory 51111 x 2' 7" x 11811 Cut out for 2 La vc , 4 Doors 1 tt 2 1 8 tt 2 t 7 tt �. 1 t 8 tt of to tt 1 of 2 It 1 of 2.0tt x 2 t 7 t' 2 it- 1 U Base Cabinet a Front. 11 t 8t, x 31 Ott x 2 9 Ott 7 Door's 3 Draverc Cut out for (2) Sinho, (1) Hot Plato Top - Di.chrashor -- Finish 1 End 6 7 L.F. of Back m 13 L.P. of Bacplash 1 Vase Cabinot o 8 t 0" x .310111 x 2 0'f 6 Doors 4 Dra ors Cut out for Range Top - 10 LwFro of Bachsplash 1 Laundry Bace Cabinet ? '98•t x 3 t Ott x 2 t Ott 2 Door€ 2 Draworc Finish 1 End 10 L.F. of Bacplash (Return behind wa m• her dryor) - 1 Laundry Wall Cabinet 8 `9 6tt x 21611 x l t 1 tt 6 Doom Finish 1 End ..No Furred Space 1 Tall Cabinet 710" x 2 t�8)'t x 1' 1", 6 Doors Finish 1 End and 71011 of back d Fu::r'red Spaco -- 7 t Ott Long - Fin. Front b Bach 1 Va l l Cabinet 7' Ott x 2 o'6tt x 1111, 6 Doors Finish 1 End Cut out for Oven rtis req t d . Furred Space 7.' 0" Long 1 Wall Cabinet 11' O" x 2 `4 Ott x 1' 1" 6 Doorc Finish 1 End Cut out for Range Hood .& Exhauct Duct & -Ref. ac - roq td . Furred Space 11' 0'" Long Doors and Drawers Lip Ty;Pe - verify all measuromentes at building, All Base Cabinets Brocim Closet to have toe space flush with bottom of cabinets s 1 2211 Shelf - Laminated Plactic Tops, All Cabinets to have masranite or plywood bnchc. Wall Cabinets to have tc; and bottom and - 1 and 2 adjustablo shelves, All Cabinets to be built- according to standard practice for milimade cabinets - Divi.r4ors no required -doroled, gluod, - etc, , f or a f irst c lase job, N (r.1 ES 1 ,f s , 0 tjo ` 0,q ' 0.1 A to 41 _ - _- : L1rJ_E'._ �?f-? t'_�.C1C�'s - C?v R�%'.� � � ._ __ _.. _ -t ; , ... _ . _ __ .... _ � - - _ �- • :: ' .. :-'- . - - - -- _ .._ .Y_ _ w - _. ____ --_ ._.: ._. --- - _.__ __- .___. .__. __. .. __ ._ . -- _.. : _ .._ _. _ __ to •' • oil 77y 1 X0 15 j+Q . . �•— = ._ ' : �- _ � _ � by 0 ... _ ; • In tZt j1f) l TA t .E G+•t,t� t t�S cc)I U to �.L LV.oe 1 1,L t t1 'j K ' w • • I e . e,. f ' } r i i f { ! } : t YCQMloi i j)C— Q1M ft �' t 7 N �- r f -x �► 1 =' 'r� ' t x g , .. x tY �'� _ = 2 R.ptJC� rz: +xv r-Iriftrti UTTE U. 19 l Ilk t ' •1, a• Z ,t — _ — — /, - Z- z z �I .•;: _ ? 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WtrF4 L 1'T'M -ate - CAPf f� q f /� 1 .f f tl f y.� t, /� • f, r. ti+ •�f i ��t .,_ .., .a.�: W_ . t Nt .C�UJ.�S .ti► ares L, ►;5 !/ti1 IJ''�`$ . �I . '-' 1 v0 '- I' �' ` '�' �/ sir �- F 1 V - / �1r.► _ • �_ i— l • FOR •� REVERSAL of .the house. design, � tkese , - _ - '�., _�-'�`� � �t��e� �� ►�+ C��E ��aS . _...CA•ec1ir.:2,Cfjt�-H' N IC7 5 PrzI. Cz -T"o Mats M + U C ., . tans are reprinted in- reverse on the back of g ' P p Z3 .� _ .:#�_+ n+t �-� 3 �`� �,J �y o � pt �' Z",t. � wi r �1� aitz� � w "h each page. 'To facilitate use of. the reverse =I<,uMed 1KC_ aq I0A�Z -'T'X:►V4-W plan, take, the main dimensions from the frond - - of each sheet. �a �-- II v �• 3 '' t .. _ Heft s�� car+tea or- lm4 � 0 1� sT�>� - •� U 1 1 J I If AT THE BUILDING DURING TI~I ROGRESS -OF THIS WORK. M 3 F' - 1 � BUILDING PAPTMENT Xwrvi of Part=uth - ` 'NATIONAL --HOME PLANNING SERVICE, INC. Copyright Notice: Permission is hereby granted .to the purchaser to .build from these documents. However, any form of printed or photostated - . - �� + � � WILLIAM G. CHIRGOTIS, ARCHITEC"T a +��Sign nur�br sheet n®. .reproductiono whole or part of this sheet is prohibited -Master plan Service Inc. DRAWN B'� 37 MOUNTAIN AVENUE l._.A�...1.a _ C.�..... R S EY ' SPRINGFIELD NEW JERSEY These working drawings were prepared as an instrument of service for the two purpose of making the design available and for the securing PROVED �Y , of construction costa for the house shown here -on. Although they have fu1811e� their purpose when such is accomplished, they are complete �'�"""""�"�"'-' ' - � ""'i'—""-"-""' '�"" "'�"""""'. A building documents from which the house may be constructed. . � �„� , .� • , - - _.._. SCALE W ... 1 -O (OR,AS NOTED) 47481-� 787 '12t0000 PHONE (201) 376-3200 N.J. RED. NO. C2447 1 t 04 to 'JA 'ONE 7C.4 *ITN4C, 41-- V17 I Ap. CA= :T) -rT4= V—S $4.DCAI MMAtip Z MSIR. J �Tcr'A ��CA^4jcl age) t=Au," R.Jov&o=c 'D CA I (A C, LAin SSI cm-l— Mt-eT 1= _ 4M 140f. 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Although they have fulfill-ed their purpose when such is accomplished, they are complete ' - - -- APPROVED BY documents from which the house may be constructed. SCALE 1,4' 11-0' (OR AS NOTED) .w. WAR . .• `1 r141 1 4" :,� rC a i tom' �QI w A�W wIY4 p W d� 4 U �1 CO ' 00 , 1 4 M- 0-It; � L••" `" ' t:� t'ZJ � � ��ar.; .tom � _ ING MIDST BE KEP, "— - YOUR DRAW THE BUILDING DURING AT THE THIS WORK• PROGRESS OF .�•VM•�'..» BUILDING G 'P ARiI Os a a A no+ io to r to corlstra cu,00" NATIONAL HOME PLANNING SAERVICE, INC. WILLIAM G. CHIRGOTIS, ARCHITECT 37 MOUNTAIN AVENUE SPRINGFIELD, NEW JERSEY • 07081-1787 PHONE (241) 376-32Q� N.J. REG. NO. C2447 design number shoot no. `9,6fn Zc�RC� ofOJ .L- J, emu ... wftft� i - 66Q -16 ."Tc top SDUIRI qPT %bjfj'Q cz^sp cp a c.,c*.p amTLj atcow•xv r J5 No ire %j.j4cAj %.=OX14 lot 6- ILA lio �V 4 N r .M s7' ��• 1 e) • ...... Mir40 6 g ✓ J�a"�1��1�%�� r i�4v d7 n.i�L,2ibt,P��CV o' 13� :1r-lA_ Via.. ? Q a • 11N ~ 1 1N � ,�,t, Boa c •�S��yi► QS C�? 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Although they hzve fulfilled their purpose when such is accomplished, they are complete SCALE 1/41 V-01 (OR AS NOTED) building documents from which the house may be constructed. DRAWN BY._._ APPROVED BY L& • • I 1 t1 !` rZ. 41*. ::: T'l•l� s}'C�ACt Tito SQ►t t. t :S AT P400t2. �►�� td►7 � Tr'1 � K�o � o f t lei r 1q3 OJT ► NN�� SERVICE INC. �w�. NATIONAL HOME PLA NG WILLIAM G. CHIRGOTIS ARCI 'IITECT design number sh Qfi n®• R 37 MOUNTAIN AVENUE r$ lf SPRINGFIELD, NEW JERSEY x 07081-1787 PHONE (201) 376-3200 N.J. REG. NO. C2447 It cl b Gr.��Aau'j _.u'T` �� 2'i►t� iTA�QJ �ttt` .. -'�' �l� Chi" A�� '� � . � t G�a.��t . r....�.i eta ..��o� YA crt^��ca � •IA (v �a,:.. � � - . .._��. _. :-r. icy-n.tiw-s. � - ,. __ •. ._ ' .. t - - _ _ :.. .. _.� .. _ - - -, ,... ... __ .. _.. _ .s ��. _..__ ........... _. — - __ . - --- - - . . - - --------- ---- ----- - -- - - _ _ -- - - - - - - - - ; 4 .a . • . , I I dAi � "%,/ /�C- I t � k, I I . iv\ol/ t I 1 4" j • . a ,. . . %; . •,; a . . : .. - -.. 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CHIRGOTIS, ARCHIT rCT - LL Copyright Notice: Permission is hereby, granted to the purchaser to build from there documents. however, any --form of printed or photostated ,t,1 .01L_,� , Q„ d Q $1 n n u m b t Cl Q O �' n d� . reproduction of whole or part of this sheet is prohibited —Master Plan S,e.:rvice Inc. DRAWN �Y 37 MOUNTAIN AVENUE 9 I These working drawings were prepared as an instrument of service for the two -fold purpose of making the design available and for the securing �e�a�i '°'�`� .4. �t"'i'�.'�""°�✓'�` �� ® SPRINGFIELD, NEW JERSEY • of construction costa for the house shown here -on. Although they have f1811ed their purpose when such is' accomplished, they are complete APPRO��D �� . / . . 4 * b�7 building documents from which the house may be constructed, Q7081-1707 1. q . SCALE 1/a' = 1'.O'• (OR AS NOTED) PHONE (201) 376-3200 N.J. REG. NO. C2447 ( . . : I . . I I . I . . I I . . \ . I . . .. I . . . . . . . I.. I . � 7 . : _�. . .., "4:7fl:�bl- III,, . - . . . . 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A t.� rJC.t•1 T4 3' - CJ f , . , - -. s j®wt.,.t•1iC�OQr"i`1 �Ce� r=' cr •c, "'r f ►1� � ,,�, Q ATIONAL HOME PLANNING SERVICE, INC. _ WILLIAM G. CHIRGOTIS, 14RCHITECT dosien number shoat no. • • or hotostated L_F- � 'P 'rz t " S t C� aK`T`a-2 i a f 0 �' 'E'er .& i k 4 DRAWN BY `� ' 37 MOUNTAIN AV E N U E Copyright Notice: Permission is hereby granted to the purchaser to build from these documents. However, any form of printed p ' C'� reproduction of whole or part of this sheet is prohibited- Master Plan Service Inc. . r=- LI. V � � I � Q � I r�•�r�- " - ' S P R I N G F I EL D NEW J E R E Y These workingdrawings were prepared as an instrument of service for the two -fold purpose of making the design available and for the securing. _ _ ,, 4 APPROVED BY e when such is accomplished, they are complete - 0708'� -� 787 of construction coats for the house shown here -on. Although ,,hey have fulfilled their purpose T 1 CALE 1/41 _ V-O' (OR AS NOTED) HONE 201 376-3200 N.J. REG. NO. 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NATIONAL HOME PLANNING S":RVICE, INC. r - , I 11, r "L f Copyright Notice: Permission is hereby granted to the purcha dp %:=� :3 . .4* 4=. . . . . - t I re tier to -build from these documefits. However, any form of printed or photostate'd =_."s '9= It-silml Zk 4**A 1z + WILLIAM Go CHIRGOTIS, ARCHITEC 7 - . I Production of whole or part of sheet is prohibited -Master Plan Service Inc. . . . --.---.- ___ . . - .. -.1...1.A:>,0 It rdosion number shoot no. . . . , = 144I)t* F . These working drawings were prepared as an instrument 1 1sis4 7M:U�;p 1 - 37 MOUNTAIN AVENUE - .. I- .. . '&Z7i�&7L�XMW.ftS47g7;iV.�;;�---Ip-o-pm � 0 1 - . . . 11 a �._ r . . __ - I . (:�, r *40g:� . I . . -_ 11 . . -on. Although they have fulfilled their purpose when such is accomplished, they are complete .. . SPRINGFIELD, NEW JERSEY .. '94S - . r. 40;= of construction costs for the house shown here fold purpose of making the design available and for the securing - M of service for the two r4emisal building documents from which the house may be constructed. I . . .. . . - I - .. . .. . I ^\ . r APPROVED BY � , ;. I - . - . . , I _� . I . . 07081-1787 . . . I I I .. ... . . I .. . SCALE'/4' =. 11-02 (OR AS NOTED) - ". . . -- - I - - - - I mmmwl.r.mml-.� . . . SCALE . - I � r + . - . 11 I I . . � _ PHONE (201) 376-3200 L N.J. REG. NO. C2447 . . . . . - - . j - . - . + I I . . . , . . _ I . I . . . . . I I . I I . . I I . I r I . I A czp Is swwr=-"t A. A.I?T .0smal pems I Mr= A CDL46M sIJ44 4D44MA= z we— 63V4k, -4 it O'AM(J 4 "a"Mum. 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C"O JL MOCII.-O 4S.1 rr -4- 0 Iva aaw— or \?Am= -)41rftqAq? CO kr aw .10 11; as *,aloe) all eratr atom= qppp 3& real I AT .9-P Ir rAJ � lal ZI CAAVVI oCA %amaMI`I An c 64 '401 bf. N'.= faaev. .00to )CIS -z- Al Is TX9 (9130 prejv tj Tlv,-,.Kz 4 1- AIR -z� StS I. emet f-%"I pJAII LA 10 _.A A. IoNs" A pea% in Gf Q 117 m7ali a • P3 _-jf44>G6S (AJ k.0000 a� Coleman Games, momeme Imer Imumb-noweve to A PZAM CMV r9Z 14 ail A rvr C40 • age LA JoI sommomme CTAb A 0��O WWAA M A to dI 7t' or I O"weii� "Cal oi it lip# jr _L SAN AN No A*OzelO w MCI Imemou- a t IIksI4w� . z o&I C-I "I r J=Ls) _Ajorr COMU soft NINI C=>. Asti Mao ljl "0 1 -el 21 P 15C_W \ NMCV- DATE 3- Z )- AS TP I TDI�SDIL_ f01zEsT IZ'� T,SRIS F/N5' -MED, .SAND TRACE dF S 1LT )zv 1 1 71,!� WATER 9 60 RATE I'' 1N Z MIN i LEGEND —IDO— EXISTING CONTOUR PROPOSED CONTOUR 99Ix PIPE INVERT ELEVATION � TEST PIT O SEPTIC TANK � DISTRIBUTION BOX —W— PROP WATER SERVICE LINE 0 90.5 OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA :W.r/ LINES ARE ATE, OT PLAN -ALE: )"-40' z y �'` Syr. r F #j 4" ► j a '� P '> •-- i.9 All TJ G Id l-ARTMOUTH -BOARD OF HEALTH 1 11 8-6 4�- 10�� I I 4" OUTLET- PLAN VIEW ,,,,,--GROUT (typ. ) ---Z-- 4" INLET SECTION EARTH BACK FILL varzlE � s 'MIN. CAP ALL ENDS -� Ir 1/811- 1/2" WASHED PEASTO N,E 71A a •0,0 'o•� a ` a • o FLOW a �' J5 , •', O a� .Ja of 21I 0 oSLOPE 67100, 0 o a s PERFORATED PIPE INV. = ?4, 10 e ' p° p ) BOTTOM OF 7%Z�iVC.H ELEV. = 93. p ° D 3/411- 1 1/2" WASHED STONE L#41 T D/ EXC4\1A7-)0N _ 178 to THRO/flGH a7 WAT 2 ELEVAT%UI1l 7&, 6 NOT TO SCALE 5 Z`2 If 1 11 ' 10 OUTLETS -• 2 30 Irk .o • . .e .s . b. . a ,a s I ,L10, I .% 11T+- �}� 5.,'-152 4" INLET:;+ ,I 11 I 6 8" I L----I --1L- I I If 211 7 2 CROSS SECTION VIEW PLAN VIEW DISTRIBUTION BOX NOT TO SCALE CAST IRON OR CONCRETE COVER BUILT UP WITH GENERAL NOTES BRICK AND MORTAR TO FINISH GRADE THIS SYSTEM SHALL BE INSPECTED WHEN LEACH AREA is Fiji i v FYreverFn nnIn MuCKI Al L 411 COMPONENTS ARE IN PLACE. . WHEN THE SYSTEM IS READY FOR INSPECTION, THE SOIL DATA . '� . CONTRACTOR SHALL PERFORMED BY �' A TD 4�� - o: :a. •�' ° 1 2. WA NOTIFY THE LOCAL BOARD OF HEALTH. WITNESSED BY N /Vz RAg 3U�A SHED CRUSHED TONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. T� " TP 3 TP 4 TP 5 OUTLET— --4� INLET 3 ALL ELEVATIONS p.;RE BA TP G - BASED ON ,�SSUNIEr� ELEVATION DATUM W,& T Er- @ 30" DESIGN DATA PE 51W0 F46w .3 r3r,>m5 x 11,o G pp / r3i>N1 = 3 3o r pC101 USE Z i1�_IFMCHE5)) ' pEEp ) z5 'LONG, , Z ' W 1 DE 5)PEWALL Z T/ZENCNES x 1' DEEP x ZS'Lo/Vl� x Z /DES Y 2.5D = 2!50 % PD j3oTf'pM : z TRFNCN�S x ZS'LONG, x Z' WIDE � I.DD = /OD G pD. a� ill -vat b 7 this office TOTAL GAPAG I'Y 350 GPD Lld [1i0 l�dva not ' ''ram of rntivn- -Is Of any installation IDar'n-ao. " - — 4. HEAVY _EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE _ — 3 11 14!' 10 DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF THE SYSTEMS. 51-4�� 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR I o. 4'-611 WRITTEN APPROV/l;L OF ENGINEER AND THE LOCAL BOARD OF HEALTH. 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN .7 4- 0 LIQUID ACCORDANCE WIT14, 7-TITLE OF THE STATE ENVIRONMENTAL CODE AND ANY 3" WALLS o�• d LEVEL APPLICABLE LOCAL RULES. ' �_� 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL FoundatiO elevation e e .0:. ` ::..c::.'.:e: .v. JOINT CAST IROf ,. s .A o •4 , , a V PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF t0 be der�� 311 THE INTERSECTIC)N POINT. ' SET ON LEVEL 8• SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO a en ' CROSS SECTION .VIEW. STABLE BASE (� SONS OR APPRO\lED EQUAL. • COMPACTED GRAVEL 9. GROUT TO BE IJSED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE fja Mier construction - OR COMPARABLE) STRUCTURES IN 'ORDER TO PROVIDE A WATERTIGHT SEAL. SEPTIC TANK 10. ALL SHIPLAP JC)INTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. ' 1F� �, � .v� j ; l t` j- - �} •,_ , � _. NOT TO SCALE APPROVED 11. EXCAVATE ALL 'UNSUITABLE MATERIAL IN LEACH AREA AND BACK FILL WITH CLEAN ,d i;? icy LT_ �T>,i_T .._Y��S��iRD of H Boar V T1 ��L�`v _tjN T-:: - T�. GRAVEL OR COARSE SAND. cf .�eal�ch �n�;��c�ion � �.��.— Required when Excavated��' h'�.�YS�. �"`'• ��T�T. �� .-Q-� • ��g:� 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE 3z MUST BE E�1 v1LL�TE�E:R � _•. ��TD �0�� s ,VT TO OBTAINED BY THE: CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF AN `ART) -Or E� - is -BUILT " PLAh IS REQUIRED I RED FINISH GRADE�E=T�L3. T Q DUE TO CONTRACTOR DEVIATING FROM THESE PLANS, FINISH GRADE OVER TANK= S�.s � FINISH GRADE TOyV�T� of .BAR ``1O lg WORK FOR SUCH' "AS -BUILT" PLANS SHALL BE COMPENSATED BY THE CONTRAC TO EL. - 8�. �3 ELEV. = 86,0 13. THIS SYSTEM IS NOT DESIGNED FOR A GARB GE DISPOSAL UNIT. a St - YOUR DRAWING MUST BE KEI'� p-�• AT THE BUILDING DURING THE LAN H S TO r � ',r✓ �� BE LEVEL � PROGRESS OF THIS WORK. zs BUILDING DEP�'s.i' T3�TENT ' • . a:...o. • pi Town of Dartmouth Building C msnis ones �L _z 85• %7 0 O .SPlZIi�JC� ��DOJC /!aT_ L)A F, 7-M 0 U 714 A s Plt t 83. �Z Qi �� ,. 'FR a / Air s iG .V REINFORCED CONC. •, 11 V p `• SEPTIC TANK b' 4 DIST. BOX ° a a °a �3,3 a= U ENGINEERING CORPORATION o . Q = �.'..• 0. Al L/Mlr OF EXCAVATION A ,a •° a.• °'. • o ":' : o. EVEL STABLE BASE 78.4, 75 TARKILN HILL ROAD NEW BEDFORD, MA. 02745 'a'. •,c . SEE NOTE 11 DATE: OCT 2 11�95 CLIENT � SYST-- WAr�,z LEVATO,v �s- 3 EMPROFILE SCALE: AS NOTED .R6j3,r_peT LAFLAMMe FRANK NOT TO SCALE -DRAWN: le/4 >_ CHECKED: y/7c7 SUBSURFACE SEWAGE DWG. TIT.'LE DWG. 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