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BP-3186822'-011 1 (1'-0" DROP WITH 2 x & WD. FRAME WALL _- --.-. �r ." /n1 i 11 11 IITLI AS NECESSARY) 2 X 6 WD. FRAME WALL) V_411 - DROP 2'-0" AS NEC. - 12" DIA CONa FILLED SONOTUBE 4'-0" MIN. BELOW GRADE (TYPJ LINE OF DECK ABOVE (TYPJ - _ ---- ---- - - ------------ ---- - - - ------------- - ---- _-------------G ' � (3) 2 X 8 WOOD GIRDER 1 1 1 DECK ABOVE 1 rL Dom.. Q 1 2 X 8 P.T. LEDGER t 1 BOLTED TO HOUSE 1 ---1---- ---- ------------------- ------- -- -- ---------------------------- — _ 1 '• ---------i t----------------------- Irs-- t --- -- — -------- r-------------------- I Z I I 3 i i 1 ' 5/8" TYPE X 1 SHEETROCK ON WALLS 1 t 1 I AS NECESSARY I I 2 X 6 WD. FRAME WALL SET cA U ' OP TOP OF I ' ON CONT. KEYED 16" W. X 8D. O I t I i DR ' = N FOUNDATION WALL t I CONC. FTG. (2500 psi) BASEMENT FLOOR I _ - O AS NECESSARY 11 A (3m00 PSI) I t p U 4 MIN. GONC. SLAB p 0 i I t9 N WITH EXPANSION JOINTS OVER COMPACTED SOIL x Q 1 1 C4 0 200 Ut^ ~ i iO 11 I 11 N z I I = C1 W_ I > 2 CAR GARAGE v 3m x 30 x 1 1 CAI I = Z tX I , 0 ai 1 n 1-m 11 CONCRETE FOOTING 1 M Z Z -m 22 = I t t I O — t , x Q 22 X U 4 I (TYPJ I I W Cb IL w O 1 1 Q Q I , D_ t- I , 1 1 r I 0 U (11 2 OU 1 1 �n 1 �d 1_ —11 I e` I 1 C O �w I t I I 1. 111 6-Il 6-11 6 IIIn p w Z I Wlm X 22 STL. BEAM ABOVE t 6 11 6 Ili 2 2 2 I r �' [� LLI LU _ - � - I � I � B J GARAGE FLOOR iJ.j 4" MIN. CONCRETE SLA13 (3000 psi') a - I I WITH 6X6 10/10 W.WM. ON itill ' ' i I I ' = w tu -A ' COMPACTED GRAVEL t 0 N m k- I-------_ 1 I I I 1 ~ 1 01 N X 0 - c� x O 1 r I 1 1 I I I I N .-. 11 V ---J I--- - J-------� �Mtr� N N , t , I IL-----J L- 1 1 I P ('J W �, 1 I 1 CANTILEVER FRAMING ABOVE I (4) 2X12 GIRT i i It U_®� aF TAS NECESSARY I i 3 1/2" DIA GONC. (ABOVE) ' ' 'Q X n O1 11 11 I SOLID POST FILLED STEEL L ALLY I 12 DEEP GIRT 1 16 -m X "T 0 O.H. , � I I OCKETS (TYPa ' -- - t `9 , 1' (TYPJ COLUMN (TYP P - A C GARAGE DOOR t I I 1 13'-10" 1 t 1 ll -10 3 8 � r� , , I FOUNDATION FOR STOOP �l�a� iar�.?�gg � gt; .. t THICKEN SLAB TO 12 1 1 t ABOVE AS REQUIRED tu LU 1 1 I I O I. di6 'Q Q t �D 1 1 CTY .) I I � IY 1 t AT DOOR OPENINGS P , 1 11d � rn V, O O 1 , -----� l 1 U I I 8" CONC. FDN. WALL (3000 psi) L_ - e 7'-10" HIGH WITH FDN, -------------------------------- --- DAMPPROOFING TO GRADE �I ------ ------ - --- ry� t — ON CONT_ KEYED 16 W. X 8 D. Y JIJi; iaf:?�'v�Jll d,91_, -T� 1 I U_ CONC. FTG. (2500 psi) I 1 FILE 1 [),,)RING i- AT THE BUILI�If�lG �� t 1 2 X 6 P.T.SILL 0 p I I f, c t ZK. m I - WITH SILL SEAL AND Q I I _ PROGRESS OF THIS GN DROP TOP OF t t x el - WALL I - ; ANCHOR STRAPS FOUNDATIONI I " I LU 0 n , t 6 m O.C.C' ' r3�i.,�?Itir: r9.n� "'%s�S lu 18 ; AT DOOR OPENINGS (TYPJ , I z t---------- ------ -------=-------------------------- ------I V • — e , 1) DEF W N L-------------------------- ' >� ,mot T _ O > -----------------------------------------------------------, I �i �FO e- •- ., -------------------------------- vLq G DEPARTP�� o o tL 0 - O QO _ FOUNDATION FOR STOOP O �Oua iEO ABOVE AS REQUIRED O v FIRTOFPING itU1RFiVT% JL ^lied waRS and floors slid' NO oc o z �etratlons tfiru r� ' o w ! U- z -1 f r m-ntln th3 z o o 1'Yiut`✓;1�1 cap�le 0 {) ,� U � �{ u. _ Q With a � 4� w ,,., � gasses w r sub '� � � �� Vt be � * } � 0 w ^ss a of flelrtl✓s �ntf hot g An. As udit sjry y m =' u 9 is rd .. m 1 11 1_ 11 231-�t1 12-611 to the reulr cents of the Test S 1 submitted tQ the ��>�� d } tu � z � o � 11 16 -6 2 S L '1" ' e S ASTi��-F•f�1�. -. 7. 9 �� . FFr -� Ul ; Iw � wz� �o �o a foundation i pecti®n �� oW o � y z � Q � - any furtther constructim. � w i to 10 t-1 lx � OvzQ V_Q uz / oz,v tp 00 zD Q F- V ( X o m 22'-0" (1'-0" DROP WITH 2 X 6 WD. FRAME WALL) " �/ (PROVIDE FROST WALL AS NECESSARY)' 0 // y �/ b 6 c O m m 6 z Iv /t 166 ~ z<<W< to �— Pn S44T.5 O6)6y0 O 0 .�Qz<D-� Ck oD_ oz wt. JU�1��N yis 1 �OUN1�t4T f ON Pl..,�IN ►- o_ <<< = �-V-wl- 47M.%� zml_3�n01-� v z SCALE: 1/4 1 -0 - _ SHEET Thu, 13 Nov 2OD3 — &47am a\CAD DRAFTING sMV10ES\PFVEL0PERS\WGEW00D HDMES\CUFIDN\Gastdl\ Gestdl Design — CUFTON.dwg I ! M cc) - co N �a e �A c ' O p �Ib � SHT. 5 36'-0" -61 't'-10" 4" so -III 4'-10" 1 4 STAIRS TO GRAD (APPROXIMATE LOCAT ON TO "OPY " BE VERIF IED D INTHE FI LD 1 DEGG 32'-O" X TOM t-. e of MUM-Il_I Q RAC A C Of T OZtlj E 0 � _ T Q pt^'� _ 1 _ - v 1L1 _ J _ I T _ � o _ I I BATH � �.a� _ �� x , I ' I I I 111 0 ----- - _ _ �,� N I n S O O r I s KE:�� H �I I o I j to .M U Jl {� D to I _ KIT___ C � 7 �� C��t�+��tf�i � — 1 '�- � t !� � I p � Y�.la gUR1NC, THE � 0 � � I RASE � � AT THE BUILDING - u, > IDREAKFAST GRESS OF THIS WORK'. X70e I 1 �1 = PRtJ N w X Q (---- i 0 I ,.. v .R' ?s^; � xi:.a":T, p. a- 1 I = r ISLAND w 1- �' --- -- ° BUIL:r�Ia�U � 1 " 1 i 0 1 T ° 0d I I 1 0 —•cr tu ---------- --- ------ ----- I ------- 0Q oo i i 80NO-;u a °+- O - -,- - 1, 5 "SEC 170A11 RE1�U 1 i- X- - _ .:. FAMILY ROOM N O I co " 3 -10 3$ .4 1 14 0 - "-- "- �:.:1 THE CONCRETE. IS POURE!"; 0 tL O Q tj O > ST to w u 11 <..:.: j - i WOOD BURNING ZERO ..• Q I I 2 0 h CLEARANCE FIREPLACE----------J i ----- ------------ O ' _ HALF WA.LL/WITH PINE GAP e 2, m ! '- " C.O. -;. - - -. . XO t-� ------ - - - • - Q w _ !Fi® STOPPING C E c� N O m shall — 1 floors s a 0 — � f14 i n and > to •a $ a _ ��il in m _ lone thru ra ;,� r I-- notrEt n lm •r able of preventing pp N z a material caP a 1 I sealed with e• when s1W ,pJ COO Z w ' �nri hot gasses wh �'" � � p D I Oil I � a of flames 0 passage . r �j `i CO m— O = TE tl7e Test Stu d 0 T Q I N PRECAST GGiNCRE Onn of ,_ � OM u r ulr O O 0 ^TYING �O w I O STEPS AS Sf�>�CIFIED to the � � � tll _ 1 _ _ - O - -��. In i OPEN _ �;� d } LT d I v I s — II .DINING ROOM � = for Ft� '� w N i 0 m LL W 21-41' IL (f)Q — E �- w OPE'1 ' TO ABOVE .. X Q � 1I W fr I-- i itu ® O LLl ILL- - .o 1 u 1 1 1 cq LL I O 02 NOPI n _. ..- Built w wT 1tS� t)e QA 4t . .... _-------- submit -Led to the Etil.>nc Q. (n O O Dept. prior to calling for v PRECAST CONCRETE V STEPS AS sPECiFIED` a foundation inspection ar l any further construction, � .. 2 " � -oil it.-0 �- _ v qN �Q Q 1 M tu w 12 6 zm Z - 23 6 q Iv Q ., v v D /� 0 _0 3� / 22 �I �i w WI ►u T ./ i C IL A w Tp D;� O �. SHT.S v C l w Fz-- O 0; xIE FIRST F�Oopl PL. T_ -Ll tu u.; SCALE: 1/4"a l'-0" I- to O 11 4� } 7: O ►- wr�� O U.J . C 4-4 � I� 1.1 L� J m FL � w0& iiLlz FINISH i- E - ►►� - HARVEY vIGON DOUBLE HUNG HEAD ROUGH OPENING O `a DESIGNATION w w AFF. WIDTH X HGT. w m p J QTY. MODEL NO. HARDWARE DES �RIPTION E t] �i _OCpOz� v �N vo " '- " 5 -5 V2 H 2456-3 W/ SCREEN DBL. HUT�4s INSUL. CsBG 6 -8 Z 2 X IU O 3 D OzvI z �z 00 4" X 4'-9 1/2" B v- w 0 N 0 4 f v I b 8 5 61/ � lamz _ W/ SCREEN DBL. HLt1�cG INSUL. CsBCs J 4 w J .> to V 4�4 BE L 1= g 1/1DH Z446 2 C Q��tntn m0 �XT�T<r O J b_g" '1'-2" X 4'-cJ In" H Z446-3 W/ SCREEN .DBL. HUi\� INSUL. GBG � 4 Q ��0 3 1/1D �� " " X 3'-5 1/2" D zd4�4 -w ROUGH OPENING L� / SCREEN DBL. HUN* INSUL. G8G 6 8 2 6 DESIGNATION V1DH 2432 W ` T. DE 2 I- z z z z u1 "n _ WIDTHXNCs O��Q�vO�w ��tt1 THERMA TRU DESCRIPTION b,_8" 3'_b" X 3'-roll E "n O 4 NO. HARDWARE MODEL W/ SCREEN V to m lhp z o cA:SEMENT 1 1, Vc 3636 -2 w z O z W_ d0 13 4 ►►� QTY. 38 1/2" X 82 1/2" O 4 9/i6 JAMB 2-CITE �_ �� 1'-3 1/4" F No� w O 0 z� N 1X5 CASE - Itu is II �� BL. BORE N//-� CIRf LE TOP N/A 2 6 X z � � �,4 1 PS2�o C3 -0 X 6 -8 J D 34 1/2" X 82 1/2" O 1 HRD 24J i HR. FIRE: DOOR t v � to 6 PANEL V w pl4-,�O0-t�jOz „ RE 1X5 CASE 4 S/16 JAM B ;� N/A V-4 3/8" X 6'-3 1/2" N 4 U N N w I=- DBL. BO N/A SPECIALTY w "n O 0 �_ 1 PS210 C2 -8 X 6 -8) 82 1/2" 3 EHR 64"i5 _ 341/2 X - 9 LiTE O " _ g H O�Q�Ov�i~ O' 1 Q �� RE 1X5 CAS E 4 9/I 6 JAMB b -8 2 8 X 4- ~ D W DBL. HUNG INSUL. GBG z-itv►-mt�3�InOt-��u 2 P5262 l2 -8 X 6 8) O Y2DH 2446 4 5 VINYL SLIDING DOOR ��®® i•� 6068 W/ SCREEN VINYL SLIDING DOOR W/ GRILLES t SCRN. 6 _ 10 6 -0 3/4 X 111 /8 11 ,. VINYL BASEMENT WNDOW 1�1 z N/A 2 -6 X 1 4 V.IF. 4 CEDAR EN BASEMENT SLIDING GLASS SHEET ,w 2 OI w Thu, 13 Nov 2003 — &470m OPERS RIDGEWOM NOMES\CUFT0N\G09taB\ C:\cAD DRAFTING SERVICESWEVE!. i 1 a� O� 0o a A N SHT. 5 N O O a�� C) O Ire U Qn O V N -Z 2'-0-1'_6" 10'-0" 2" Cq a> 0 4> NM bap 00 ;� bA CM) 60 X 3'-0" SHWR ^; c WITH SEATA ��y [4'-0" k PAIN ___—_____ i j I i 1 , M. BATH i I- 1 I D 1 I u U..� I I h BaTH .I I 11.1 II 9 e .- 5 r iF � �� f1 shall Q J P�3n£t1'�t@flnS � U etrd .� S and ®ate � be 14 -0 2 6 , I 6 4 -r 8 c with a material capable of re tin tf1�; � � eai e ep� p ven U1 p . - I - o z > rise s of fishes and hot asses when e.O;o ted � 2 � � � �; � 1 - � to the requirements of �e Test S . Ord c�o il..l Z � — uo f0" �� —1 O I I � n }' . _ Z U > F�-------� "' I • -...� I - $tom AND D 1 Q - u �� REQUIRED �01V0 7'U 1 ORE x • i< II II I 1.1 ,w ECTION teF THE CONCRETE IS POURED. A fnlU ATTIC ACCESS _ E O "• Q — 2 • 0 _ �[ 1J 1 - _ -tL} - v Q a N t----4 -A NBEDROOM ! f u MASTER BEDROOM O � u — i 13 X 1� m iI YCIlR lJRt\`i�rIN13:1 V•J� u°� V. `1J AT THE BUILDING DURING Tik 2 X 6 EXTERIOR OPEN TO -BELOW PROGRESS OF THIS WORK. � � O LINE OF WALL I WALLS lTYPa �,.....®. fi PA® BELOW n n ■ 7 I -1'_6" �G 14'-6�� '�3iTiLDiI�G i��FARV�i�,'� � it -6 2 -16 I Z I Q ie»sri of Daztr:... a t Q z W CO m O — A Copy Of T st ' E Un 0- U— � Plan MRst a Kent '�t .. w e I, On, Site U c,� ti.t w L —I r, TV P (Y) LLI -A 0) LL 6 3 6 3 n co N 0 T1 I 0 0„ Q lli ll! Q e< L U U IL Ul) An As Built SUrvcy must bc �V 36 _ On submitted to the Building Dept. prior to caWng for Q a foundation inspection or v M M any further construction.Ck A (Y _ z 1� V SPIT.5 �( 0 / < — tu tu f a CpND r�� - 0 LL Q z O SCALE: 1/4" 01-0" _0 uI w v IU F 0� C'Q 1- IU} w to w i Tit L� O w --a, C •1—I• ? U t_ 1 L F- to m =t j Q m zQ c� HARVEY VIGON DOUBLE 1-IUNCs FINISH pIL J ,; IL HEAD ROUGH OPENING i w 0 IL, QTY. MODEL NO. HARDWARE DESCRIPTION A.F.F. WIDTH X HGT. DESIGNATION F tL w to _. 0 s Vw w � Q:N 3 V20N 2456-3 W/ SCREEN DBL. HUNG INSUL. G 6'-8" 1'-2" X 5'-5 1/2" Q p � m o O �XT�� f Oi< �OC7� �C��t...I�LE= O��z U�4 ii0 � E., v� zw 2 V2DN 2446-2 W/ SCREEN VOL. HUNG INSUL. G--;ems 6'-8" V-6 1/4" X 4'-S 1/2" B tL o tit p THEF 1 iA-TRU ROUGH OPENING 2 V2DH 2446-3 W/ SCREEN DBL. HUNG INSUL. G,a 6 -8 1-2 X 4 -9 1J2 Q 0 m z aw > MODEL NO. HARDWARE DESCRIPTION WIDTH X HCsT. DESIGNATION J ot '�wz u,;o QTY. 2 V20H 2432 WJ E-CREEN DBL. HUNG INSUL. G,3G 6'-8" 2'-6" X 3'-5 1/2" pQ d pQ �!..� w• 4 9/16 JAMB 2-LITE 38 1/2" X 82 1/2" O1 z OC K z Z D- dell F I PS296 l3 -0 X 6 -8) DBL_ BORE 1X5 CASE i VC 3636-2 WI SCREEN CASEMENT 6'-8" 3'-6" X 3'-roll E O M Q w i-- o UI [0 N th 0. 6 PANEL 1 HR. FIRE DOOR 34 1/2" X 82 1/2" 2 PS210 (2 -8 X 6 -8) DBL. BORE 1X5 CASE 4 3J16 JAMB O m o I w a w r i 1 HRD 24J N/A CIRCLE TOP N/A 2'-6" X 1'-3 1/4" Q U � tD N n a z JI a O 34 1/2" X 82 1/2" 3 n n 4 9/16 JAMB 9-CITE o N W Z U! Q Z d1 C -8 X 6 8) DBL. BORE 1X5 CASE � � z � z � Q � p di a. � 2 P5262 2 i EHR 6415 N/A SPECIALTY N/A 5'-4- 3/8" X 6'-3 In" z w z Q v z O P vUO LIOF Oa UIOz 4 V2DH 2446 WJ SCREEN DBL HUNG INSUL. G,3G 6'-8" 2'-8" X 4'-9" H Q J V N p to al rF N � ' o = t_nin �z O OQ<<O<O~�iFl•Qo VINYL SLIDING DOOR z 2T 6068 WJ SCREEN VINYL SLIDING DOOR W/ GRll._LES t SC-FN. 6 10 6 0 3/4 X 6 10 '1/8 X 2ND FLOOR VINYL BASEMENT WINDOW PLAN 4 M 4 CEDAR W/ SCREEN BASEMENT SLIDING G.� ASS NIA 2'-6" X i'-4" V.IF. z SC1—fE1�1,/t1, E& R�L= Ir I_ II Thu.13 Nov 2003 -&48am Q\CAD DRAFTING SERMCES\MNn0PERS%,MDGEw00D H01AES\CLrT0N\G"eto11\ Gaetoll Design — CLIFTGN.dwg ASPHALT SHINGLES LE AS SPECIFIED (TYP.) ICE AND WATER BARRIER FIRST 3-FT. (TYP.) 1 6 ON VALLEYS(TYP.) I " 12 8 I CONTINUOUS RIDGE VENT (TYP-) ND FLR. TOP PLATE �r1®lid®1�151�1■I�It1i■.li■■Ii1�1■1®1■t■1■■■1■�■1■�■1■�■1■�■1■�■�■�■1■�■1■ �I�Ir/1■■ri1�lrl.■rl■i�lslrl�■rl■IMI�■■II■■■1�■�1■■rl�■rl■■rislrl■■rl■!rl■■i � �;r '►'. � 1!■�1■r11■r11■r11■r1!■r11■r11■rllr11!■1111r111r111r11■rlllrlllrll■ril■r1 erl■Ii1r1/1■Ii1■Ii1�t/1/1/1■li1■1�■SIi1�l/1�1i1■1/1■1i1�i/1■li/■Ii1■Ii1■i� . FLR. SUBFLOOR 11191HIST FLR. ��1Cl�1�lyl�lnl■!!�lL�l�1�l1 ��11■r11��11■■11■r111�111r11�rt1lr41r11!®111�11■rll■rlllrlll��llrli■rlllrl • - -LATE ■rrdug rrru■rrru■rrru■ ru■rrru■rrruu �w VINYL uff I L _ ®_ ■■■ III III __ ■■■ ■■■ ■■■ FLOOR TOP OF FOUNDATION 1 N CIO00 - CIO) N i M . 'r) N 0c) O �c Ooo 1 X 3 ALUMINUM CLAD SHINGLE � D p h U . STOP OV ER., 1/E , R . 1 X 8 ALUMINUM AL NUM CO VERED w � N RAKE (TYP.) � U V 9 q '4) k O oC oo 1" O M � bJp � M GAO 610 -H 24J FLR. TOP PLATE p Lill2ND 1" X 4" TRIM AS SPECIFIED (TYP-) --1tA c0 =FLUTED VINYL CORNER BOARD (TYP-) SDH 2446-3 AS SPECIFIED O 2ND FLR. SUBFLOOR 1ST FLR TOP PLATE FINISH GRADE TO BE M_ DETERMED BY CONTRACTOR AT TIME OF CONSTRUCTION - (TYP-) V2DH 2456-3 1ST FLR. SUBFLOOR TOP OF FOUNDATION _t_t I I1__4_,.. il�ll —' _ II II�II�II II —=___ l_ —=,11- I -i I I� I I �I ►_I ICI _ I_ _ I I_, - - - -- I�III IIllllil III�Ii�ll IIIIIII-II III 1141- Il -,a X i m OVERHEAD ;. _ _I I _I i i� I �^_ i I I �ll h I t� 1 I _i . I I_ �I�IIall�II-IIIE, -II_III I111_11 DOOR AS SPECIFIED II -in l i I 0--�-:�---• -- � ... 1 I�I� 1=111�IH11- IMII— I I — — I±�; _ I i�ll� i - r POURED CONCRETE FOUNI ATION `'~ I F9 I I9I El I WALLS AND FOOTINGS (TYP-) i 0 TOP OF FOUNDATION :�., `-.:.. _ -� i i- - I I f-yrr'-`-' - - - - _ I. TOP OF FOUNDATION r— 11=1 FRONT 1.4\44TION SCALE: V4'=1'-0" It lilill 1 , 1 ASPHALT SHINGLES 2ND FLR TOP PLATE -!� I X 8 ALUMINUM CLAD - FASCIA BOARD (TYPJ N O 2ND FLR. SUBFLOOR 1ST FLR. TOP PLATE FINISH GRADE TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION (TYP-) 1ST FLR. SUBFLOOR _ TOP OF FOUNDATION Q Cl I 0 TOP OF FOUNDATION Thu. 13 Nov 2003 — 8:48om '., C:\CAD DRAFTING SERVICES\DEVEL0F S\R'DGEW00D HOMES\CUFTON\Gaston\ GeaW Design — CIJFTON.dwg le AS SPECIFIED CTYPJ ,; Wrl Ytylkt� ,U71i;�W11V(ar IVIU:i-I U;:. e2~r CONTINUOUS RIDGE VENT (TYP.) PROGRESS T14E BUILDING pURIi�S PROGRESS OF THIS W RI'— BUILDITIG I)EP. TWIT ` 2N:) FLR TOP PLATE � Irr■1/t■Ir■■Ir■�Ir■■Ir■■ir■rlr!/1�■■Ir■�Ir■■Irl�Ir■�Ir■Sir■■1�t � ! 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STAIRS TO GRADE l I l l l AS NECESSARY (LOCATION TO L 1 BE DETERMINED IN THE FIELD POURED CONCRETE FOUNDATION WALLS AND FOOTINGS (TYP.) _ I REAP ELEV T I Off! SCALE: 114" =1'-O" 0 LL real u, o <c - - -- 2NIj FLR SUBFLOOR T`:° IcA to1STr FLR TOP PLATE pY Of TP s End s O lu I- F ~ Z � r o x �O u.st a Kept an NO P O u jOC z N I�PI�P�II■I■I■I■I■I■I■I■I■1■1L'.-•- ,.-: ,_, ,_,_,lull■I�I�I■I:( ��'®'I --------------------r-rt III Iilll� lliilllll„III„ i I � I i i I I l ---------- - I ---------- ---------------------- -1m T -1�Nma btu VINYL SIDING FIRE STop it m,gpu1F� m j (TYP.) : tL tt to woc �� z— l-u° O F'OnStratlons tfiru rat -ad and floors v ? o z sealed with a mstrit cv Psbie of Preventing the iAui iilu p s of fi mes and hot gfisS s when subjeled o o , � W T FLR. SUBFLOOR tO thO r0quir ents of the Test St d` O 0 ►; zO -1 v �! 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I I_! _ I I I > r 1 I 1 II=111 I I IN ►- I w 0 I w Z z # I - tY w I f- ( I I Ol ar l'3 z � p z f_ I O �O ®I f 4 Z �I I � � NI LLr ILL1 f i LL -� O -► QQ LL z a LL +� n nI u _LL n LL � LL Q LL zI l n LL N, z cn� OI n I_. w R cn f O I �- I 0- cv _I f_, z z HI I c - w n � N to � I n � r gzI • ■■ate■'�■=�;�_;�_;�_:�� MINE HIRE MW ®M �� ■tea■�a■� ILI i 7\ I t r i t SITE BENCHMARK: ! � EL. 1 os 0 5 SPIKE SET- IN 20 TREE ` , ' TOP 'GONG. FOUND.) .5 ELEV. 101.32 (ASSUMED) 7, t t , :r COVERS T0 I WIT I N155 1 FIH ED GRADE _� BINCHES . SLOPE MIN. 0 f '� _)`F GRADE . (MIN.) i EL. 107.4 1 I 2 OF 1 8 TO 1 2 ! [ i „ , , N, ', ' . • u WASHED STONE „ _ �, { 14) 4 7.5 3 5 DIA.. INLETS ! I SOLID AVC • � ,. 2 MIN. .. :. . (17 4 -- i .� _ S 0.0 ) 4 SO PERF. PIPE ! 2 I 1 r 2 LID PVC SCH- 40 3 MAX. _ CAP '-.....,. `` 4 SOLID PVC SCH. 40 - 1 i ! ! EL, = 106.35 { S 0.005 5 DIA. OUTLETS 2 NOTE: DISTRIBUTION BOX SHALL \ r. _ 5 1 I / S=0.02 . • ... .. UM REQUIREMENTS : � t .. t INV, AT HOUSE COMPLY TO MINIM 0 I r `� .. ,. { ) - S-0.005 1 1 EL. 106.07 _ EL- 10 .08 . 3 0 MR 15.232" I EL. 105.82 _ "DASHED STONE OF 1 C t 1 ! EL. - 1Q5.47 DISTRIBUT EL. 105.30 3/4 TO 1 1/2 4. L l •` ION ., : .. BOX 0 tfl. - I. BsC� EL. 105.26 a 5 I . . PO .,. .. IM RTED SAND , . ti s . , J ,-.. + O• 1,500 GAL. CONCF�ETE SEPTIC TANK •.•: .. : :. '' .. r 1 ` 10 MIN, TO BLDG. 1 1 Q 2 \ � j R 4' MIN, TO GROUNDWATER • \. 1 Q f 1 1 20MIN. TO FOUNDATION WALL ' ' 0.5 D FIEL 24 W X 35 L X 7 4 ! 1 1 r i - i \ t I , '`Q \ `�.OT 1 14 MAP 69 DISTRIBUTION BOX \ t t - __ \ tf'� GROUNDWATER ELEV. = 100.5£'l NOT TO SCALE ♦ >. BUILD 1 \ S �VT 1 ( � � TEST PIT # 101 \ \ ( / ,, 80 6 S. I _ SEPTIC SYSTEM PROFILE i y00% RES E NOT TO SCALE , AREA \ 1.8 AC ` � \ • PROS � I I r `'CROP. PRIVATE 1D s D INKING WATER \ RSA r j 1 1p1 �;� \ r * \i Molu SURPLY WELL \ ♦ ♦ r,°" 1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD CIF HEALTH AND •\ \ PRIME LEAST \ ME E EAT 48 HOURS ENGINEERING, H R PRIG •- '�• EERI G R 10 REQUIRED N INC. AT ,o r , D E S I G R D A T A. 2. BENCHMARK IS SPIKE SET IN 20 TREE' ELEVATION 01.32 ��, ,O� .5 LIM IT 0� ,, . 5'-8,, \ - r �>k p� P ! . DESIGN FLOW. ASSU E y � � p ! ♦ UNSUITABLE (ASSUMED) D) g�i , 107 4 BEDROOMS x 110) GPD BEDROOM = 440 GPD r 4 >\O ! > :SOIL REMOVAL �•. O •••,,, r ,� 3. HEAVY EQUIPMENT SHALL ►N T BE ALLOWED TO OPERATE OVER THE � SEPTIC TANK. \ t r , t .. SAL FIELD E DURING . . IN T C U S , LIMITS HE R E M ITS OF � OFTHES r .. `.. � 'L SEWAGE DISPd \ h 6 t 1 440 _ >k• 6 GPD x Y 2 DAYS 880 c� GALLONS _M. P a \ O .* CONSTRUCTION C I N T 0 F THE SYST EM, TE ( K3'. / f 1 500 GALLON MIN. -.,: � •,•} �"<;•'; ( TANK REQUIRED "r �'• r r 0 '` •:,JU•V. .,,• ,J' yJJ'N,'•':' J,1 ti7- N. / 4. NO .FIELD MODIFICATIONS � _THE SEWAGE SYSTEM S IALL BE MADE SOIL A BSORPT C,N Y WI ROVAL OF THE ENGINEER D THE LOCAL T'e \ r O �' i SYSTEM: WITHOUT PRIOR WRITTEN APPI 24" DIA, COVERS BOARD OF HEALTH. F r r PROOPOSED >:.::..... , i \ d' � ! f , .PERCOLATION RATE �< 18 MIN. INCH. CLASS II SOIL A VIEW / - r ` � 1' 500 L. •': J� `\O � � � f % ( ) PLAN -PRECAST CONCRETE COVER RAISED r r \ r GA DESIGN LOADING RATFE = 0,53 GPD/SF S. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENT SHALL BE > t EPTIC T�cNNK r .� r ! r .� TO WITHIN 6 INCHES OF GRADE WITH �h SC 1' \ Gj / ., ,\o ! r , , (440 GPD) INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL � BRICK AND MORTAR.. \ ;� \ ` � •\ , \ r r" LEACHING AREA REQ 'FD = = 830 SF A / r .00 0.53 GPD SF CODE DATED MARCH 1996 ARD ANY APPLICABLE LOCAL RULES. USE: 0.5 DEEP X Z ' 4 WIDE FIELD 6. SEPTIC TANK AND DISTRIBI�TION BOX SHALL BE MANCIFACTURED BY 3" MIN ti r r ' r, ♦ 1 ! / // / 830 SF \ r r t \ ( LINEAR FEET OF FIELD E - _ _J&R PRECAST OR APPROVED EQUAL. „/ r , R Q D - 34, 6 FT y , 24 FT 1 < , PROPOSED PROF'05ED ♦ r ! ! ! 7. DOUBLE GASKETS AND GROUT TO BE USED AT ALL POINTS WHERE i u► t ♦ D B X 24 x35,.x0,5 ! i LEACHING AREA PROjVIDED: r t 1 / I PIPES ENTER O ONCRETE STRUCTURES IN TO ! INLET ---- u \ - ! > ! = f T R LEAVE ALL JORDER „ o TLET \\ \ _, r t �• . �\ LEACHING FIELD / l I!� I 24 X 35 840 SF > 830 SF REQ D PROVIDE MORTAR ALL INLET AND OUTLETS NOT � •; - 1 ,, r r �,, \ � `, E i R IDE A WATERTIGHT SEAL. \ r - -, I DAILY FLOW CAPACI USED ON ALL CONCRETE STRUCTURES, \, r r I , r t ` t �♦ 840 SF X 0.53 GP _ _ . ', .. � SF 445 GPD > 440 GPD RE D 8. _ACH LINE EXITING THE DISTRIBUTION BOX 4'-6„ 4'--0"\ \ p r ! THE FIRST TWO FEET OF E SHALL BE LEVEL, SCH. 40 P.V.C. TEES r \ iyj GAS BAFFLE \ C \ \ t '. \ �J 9. THIS .SYSTEM IS NOT DESIGNED TO ACCOMMODATE A ..,GARBAGE , a ° �♦ \\ r t t r -'"f 10. SYSTEM COMPONENTS TO WITHSTAND H-10 LOADING CRITERIA. q \ r 4 Q4 4 A I " RUSHED ,,, r�,?4� �20`'''',r�� `u`a°r��+ C� \ C i" .r • i ZONING A � ,�. { SET TANK ON 6 OF C L.\,JIVING RESIDENCE ESIDENCE B STONE OR APPROVED LEVEL s9 } '` �. a \ \ \\ \ \\ \� Q I BASE 11. OHTER THAN THOSE SHOD WELLS WITHIN CROSS SECTION�� v, \ ♦ \ ♦ �. 'VN THERE ARE NO KNOWN,;, \\ • 11 d' I 200' OF THE PROPOSED SEPTIC SYSTEM ' r >> '• ` 50Q GAON PRECAT SEPTI C TAN r .NOT TO SCALE \ ♦ O f ION SCHEDULE: \ ! r UG 7„ CLEAN WASHED PEASTONE RANGING \ \ \ ` �♦ \ i a. DESCRIPTION ELEVATION 4" INV. AT BUILDING 106.35 4" INV. AT SEPTIC TANK (IN) 106.07 4" INV. AT SEPTIC TANK OUT 105.82 4 " INV. AT DIST, BOX IN 105,47 4" INV, AT DIST. BOX OUT 105.30 4" INV, AT BEGINNINQ OF SAS 105.26 4" INV, AT END OF SAS 105.08 ELEVATION AT BOTTOf OF SAS 104.58 GROUNDWATER ELEVATION 100.58 DESCRIPTION MIN. REQUIRED PROPOSED LOT AREA 80,000 S.F. 80,626 S.F, FRONTAGE 200' 422,84' UPLAND AREA 64,000 S.F. 80,626 S.F, FRONT YARD 60' 144.0' SIDE YARD 20' 63.4' REAR YARD 20' <50% 150,0' 5.7% ± LOT COVERAGE 12. THE SUBJECT PROPERTY IS SHOWN AS PORTIONS 0( LOT 13 AND 14 ON THE TOWN OF DARTMaUTH ASSESSORS' "MAP NU P IBER 69. 13. THE SUBJECT PROPERTY IS ' LOCATED IN THE TOWN OF DARTMOUTH SRB (SINGLE RESIDENCE B) 7_ONING DISTRICT. 14. THE SUBJECT LOT IS NOT IN AN AQUIFER DISTRICT. 15. ACCORDINGTOFLOOD INSURANCE RATE MAP OF TH'- TOWN OF DARTMOUTH COMMUNITY PANF-L NO 250051 0015 B n/ TED JUNE \ ♦\ \♦\ �`\� �\ ♦ O •� � � ' 1 1983 THE SITE IS LOCATED IN ZONE C. 16. PROPERTY LINE INFORMATI;N BASED ON PLAN ENTITLED APPROVAL �* \\ \♦ \♦ j' ♦ I . ; . . t as t sad a: NOT REQUIRED PLAN OF LAND IN DARTMOUTH MASSSAC-iUSETTS DRAWN - \� ♦ ♦��,'� ♦ I i ;, ,� ; ��' � FOR JOHN HASENJAEGER," PREPARED BY PRIME ENGINE RING ING., \ ♦ `P�+ .. , ,�. a�. 't� � fir. `'A iDATED DUNE 24; 2003. ., \ �\ tT� �•ti p Tip b ♦ ♦ ♦ ,� I i. 3 CT CONSTRUCTION OF THIS �s 15 SYSTEM IS t .BOARD - F ' ,��'��I� C) I SEPTIC SYSTEM IItJST BE DESIGNED FOR GAP FI1' TI�� ICES SAGE '-.I KtMUVt UNJUIIAULL JVIL 6C mLrLlAI,r_ vviin �,LLMN nL_ 4° DIA. PERFORATED PVC IN ACCORDANCE WITH 310 CMR 15.255 3 �IPLE � ED WITH THREE � � t� II�®E, WI�LLP' y , ( {) PIPE CONFORMING TO •, ♦ ♦ r� _ CO � COL 4 IN. ATM D 2729-12 \ ♦ ♦ I�C�AI�,�,� T � /' � 11V01' DE ' 1 YEARS OF TFI�. DATE TFII� NIGH WITER - (S} E Y TER MAX. WATER TABLE EL - 100,5 1 r 1 i THIS �+�I\.e S , T� \ \ ♦ I H�v�7 Ski APPROVALOF DEVICES.USE ! , _n \ C �150 9 ...._ Q- -� ��IIERS �$- BUiLTSRO .MdV Al ST Off-1 s�F_, NOT TO SCALE ` \ \ . a e >:PIL �' t1, 1�+ATt 1►A `° \ \ \ STATEMENT REQUIRED BOARD OF HE�,TH STAMPS ' LEGEND � E \ �+ K♦ ,S O I L D„A A _ \ ♦ `\ `�" _'�o_._ �. EXISTING CQNTOUR5' �q �F C. THE d�F'PRO I T . PLAN v ♦ \ \ AS GY THIS (iFF �CUS ni � �i \ \ ss PERFORMED BY ROBERT REGO OF 'PRIME -NGINEERING, INC. `T \ �, lC 69 f�OES NOT GUAR SCALE: 1-2000'tL 'BY DARTM UTH HEALTH AGENT CHRIS MARCHAND ♦\ PROPOSED CONTOURS GUARANTEE THE WITNESSEDO, ♦ ♦ EFFECTIVENESS OF ANY � o TAP #101 OBSERVATION HOLE LOCATION INSTALLATION SOIL SOIL SOIL SOIL -10 I TP 102 T R TP DEPTH ELEV. HORIZ. COLOR DEPTH ELEV. ♦ h DART ,OUTH O HQRIZ. COLOR BOARD WEALTHd' Q o 104.0 0 102.2 �. \ EDGE OF PAVED DRIVE OF <7 A 1OYR 5/3 SANDY LOAM A 10YR 5/3 SANDY LOAM � S C� �, P.E. STAMP • �,,,. , SUBSURFi�CE SEWAGE DISPOSAL SYSTEM B 10YR 5 6 ANDY LOAM B 1QYR 5 6 SANDY LOAM w / / W ! ICH ARD J. „ j NG BUILT HOMES, INC. 21 31 � � ,, � �, � OWNER, L@ . •• h G3�•1EA11�9E ®e �. a „ - 43' 98.62 , GF!£L ASSESSORS MAP & 'LOT: PORTION OF MAP 69, LOT 13&14 L1 4 26 04 ®� �- 41 100.58 , .�, �� T 1 ALBRO A �•.: 60 BOTTOM ri Ah A{� R 135.00 STREET LOCATION. LP AVE ,,. ' 60 BOTTOM OF PERC HOLE ..• 8 TT •p t 1 .T, OF PERC HOLE. C 2.5Y 6/3 SANDY LOAM ENGINEERING FIRM: C 2.5Y 6/2 §ANDY LOAM r P.L.S. STA 108 95.0 108 93.2 \ � PRIME ENGINEERING ESTIMATED HIGH GROUNDWATER ELEV. = 100.58 ESTIMATED HIGH GROUNDWATER ELEV, = 98.62 \ CIVIL ENGINEERING , LAND SURVEYING • ENVIRONMENTAL A'< SESSMENT MOTTLING ENCOUNTERED @ 41 MOTTLING ENCOUNTERED @ 431. \! P.O. BOX 1088 350 BEDFORD STREET - LAKEVILLE, MASSACHL-SETTS 02347 = 13 MIN. IN. DESIGN PERC RATE = 18 MIN. IN. DESIGN PERC RATE / / • TEL: (5Q8) 947-0050 FAX; (508) 947-2004I DATE: 7 03 DATE; 7/30/03 30 0 30 60 90 ., DATE: AUGUST 14, 2Da3 REVISED: 30 / / NOTE: LAYERS A AND B TO BE REMOVED AND REPLACED WITH CLEAN FILL IN ACCORDANCE WITH 310 CMR 15.255(3). ION DISTANCE Ikowl CONTACT ROBERT REGO PRIME-ENGINEERIING INC, • UNSUITABLE SOIL TO BE REMOVED TO A DEPTH OF 31 INCHES BELOW GRADE AND TO T > y N T PERSON.: N OF 5'-0" BEYOND THE LIMITS OF THE SOIL .ABSORPTION SYSTEM. S C CI l e 1� 30 P.O. BOX 1088 LAKEVILLE A I '"`� ADDRESS. � � _1� U5►°�' TELEPHONE. ( 508 947 0050 O:\PROTECTS\DARTMOUTF�\ 53 'jf LBRTJ AVtX85302-septic.dwg i I , t s , I _ I b j 9 I 1 i i \ 1 I t SITE BEN CHMARK: RK. / s` r, OP CONC, FOUND. EL. 108. N 0 TREE.. 1 \ (T ) I ~< SET 2 .I SPIKE � i \ r .. 3015 \ t ti: _(ASSUMED)l \ ELEV. 10 1.32 i • r I ♦ COVERS TO WITHI N N I FIN SEED GRADE .. I P IN 2 SLOE M 1 . H F ( 6 INCHES 0 RAD m' G E I EL 107.4 15 5 i r TO 1/2" , I \ . ,. 2 OF i /8 L. W ST a•E / I \ WASHED 0, 1 • 14 4 SO LID P5- Rvc sc ..II DIA. INLETS i \ H. 4p .. ... ... ... 12 MIN. 1 I t 7 4 PERF. FIPE 4 r a ) $ ♦ - 5 SOLID c .I 3 AX CAP 0.02 D 1 PVC ( .. 4 4 SOLID PVC SCH: 40 2 1 0. 0 2 L 1 ♦ . 2 X SHALL I ♦ _ II ON BOX 1 DISTRIBUTI i AT HOUSE) 05 _ _ NOTE. `i, � .,. (INV. E) S 0.0 .. EL.- 105.08 , b 6 DIA. OUTL� a 1 i , -. 1 i \ w . ,. " - n NT5 / UIREME t 1 WAS ED ST N .. UM REQ 3 4 TO 2 H 0 E Y TO .MINIM � 105.62 ' _ "i' .. _ 1 EL 05.30 } \ .. EL 05.47 DISTRIBUTION � o R 15.232. 1 i F 310 CM\ ,. BOX '4'� , . � EL. 105.2 i r. 1 6 k a s a l O �. MIN:. I ti tq IMPORTED 5 �, o .. 9 1 CD t� \ >e .04.5 8 .•. EL .. ♦ SAND -.---- i r 1,500 GAL CONCRETE SEPTIC TA 10 MIN. TO BLDG. - o I 0 t ' 2 � 4IMIN, TO ROUNDWATER , r Q I 20 MIN, "TO FOUNDATION WALL 24 W X 35 L X 0,5 D FIELQ-- 1 \ - i9 1 y� I , 0 1 / I WATER ELEV. m 100.58 14� NfAP 69 �. SOT 1 - , 1 GROUNC� TION BOX _ DISTRIBU , R S LOT 1 TEST I' #101 � �. BUILD , ALE I SEPTI SY E NOT TO SC \ , � �__�� \ t LPROFIL 8 6 S. . i cp V O � NOT TO SCAT_ 1.8 AC \ \ \ \�E ► � \1 d0% RESERVE / AREA / _ \QROP. PRIVATE p"00 r } ► , ' 10l_6,. DlF INKING WADER WELL \ 1g i 1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND SUIR �'LY EL \ \ \ \ I } PRIME ENGINEERING, INC., AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS. DESIGN DATA: 2. BENCHMARK IS SPIKE SET IN 20" TREE ELEVATION 101.32 \, 5' LIMIT �,, DESIGN FLOW: OR�\u�0�P ! . UNSUITABLE 4 (ASSUMED) 5,_811 �` �� \ \ �� J�� / 07 \ SOIL M VA .\ 4 BEDROOMS x 110 GPD/BEDP,OOM = 440 GPD OIL REMO L I SEPTIC HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER HE \ \ \ 'L �� •�, �. SEPT C TANK: 'LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF f 440 GPD x 2 DAYS = 880 GAILLONS CONSTRUCTION OF THE SYSTEM. 1,500 GALLON (MIN.) TANK REC')UIRED !AGE SYSTEM SHALL BE MI DE • .< ` . 1 ,� c,+ 4. NO FIELD .MODIFICATIONS TO THE SEA , \:�'• \ \\ p t :; ..,M� •>•• ! 0 to a ,�, i' THE ENGINEER AND ,THE LOCAL ' SOIL ABSORPTION SYSTEM: WITHOUT PRIOR WRITTEN APPROVAL OF �' \\ \ �p � �� `"" / � / � �. ; �, ! � �• r BOARD OF .HEALTH. � 24" DIA. COVERS it \ \ Cp PRbposf D M' • s,,• / ,� `\ ,' ,� t PERCOLATION RATE 18 MIN./I►NCH (CLASS II SOIL) I y �o / `� i �' ' ,� DESIGN LOADING RATE = 0.53 IGPD/SF 5. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE PLAN VIEW 'i,500 GAL. PRECAST CONCRETE COVER RAISED !/ \r `\ `� EPTIC TANK \ \\ / i� \ / � � � / OF THE STATE ENVIRONM�;NTAL TO WITHIN 6 INCHES of GRADE WITH `\ �\ \ \o _((440 GPD) INSTALLED D ACCORDANCE WITH TITLE V MORTAR. 1 \ � .•\ \ , � � !i i i/� LEACHING AREA REQ'D = �, 5 GPD/SF= 830 SF CODE DATED .MARCH i996 AND ANY APf LICABLE LOCAL RULES. •:.: li, BRICK AND MOR \ \ '� \ \ PROPOSED � �, / �/ ELD 6. SEPTIC TANK AND DISTRIBUTION BOX \ \ 1 24 x0.5 , I USE; 0.5 DEEP X 24 WIDE Flf SHALL BE MANUFACTURED ` BY \ \ \\ �� ` �•� 1 NCH • G FIf LD j� �' 830 ,SF J&R PRECAST OR APPROVED EQUAL: 3" MIN \ r \.1 \ r LINEAR FEET OF FIELD REQ D = 24 FT - 34.6 FT " \ I y • N. PRO OSED \ i� i �� I H 1 i I 7. DOUBLE GASKETS AND GROUT TO " BE USED AT ALL POINTS W E RE _ �\ \ `..♦ •\ D-�B X \ �� r n LEACHING AREA PROVIDED: PIPES ENTER OR LEAVE ALL CONCRETE � \ / \ \ , �a►. � •. � �,, � \ I. r STRUCTURES IN ORDER TO OUTLET \ ♦.• \` \ / l �t It ► 24 X 35 = 840 SF > 830 SF REQ'D PROVIDE A WATERTIGHT SEAL. MORTAR AFL INLET AND OUTLETS "NOIf \ t i t 3"� �1, \ \ �.�,�, I DAILY FLOW CAPACITY: INLET 14 \ \ � \ \ \ \ y•. ,•\` � / 1 /� � I - � USED ON ALL CONCRETE STRUCTURES. I,I 840 SF X 0.53 GPD/SF 44.E GPD > 440 GPD REQ D " THE FIRST TWO FEET OF EACH LINE EXITING THE DISTRIBUTION BOX s a 4' Ott\ \ 1 1 SHALL BE LEVEL. r \ \ \ �\ \ •\ _ __ 9. THIS SYSTEM IS NOT DESIGNED TO A_ SCH. 40 P.V.C. TEES \ ' . `• � cCCM��IO�JATE A GARBAGE.. ` GAS BAFFLE - \ \� \ \ \ \\ [� ..-- , _. GRINDER. .. \ >� %\ vo ovo \ \ \ r 10. SYSTEM COMPONENTS TO WITNSTANC� H 10 LOADING CRITERIA. 1 voo vo voo�o gaoonaoo �aooA ,o,r� \ \---_---- �tt�rr \ \ \ Y� \ \\ - Q i �iv"vV RESIDENCE 1 1. OH T ER THAN THOSE SHOWN THERE ARE NO KNOWN WELLS WIT IN` STONE OR APPROVED LEVEL \ \ \ SET TANK ON r 2CO' OF THE PROPOSED SEPTIC SYSTEN'- BASE CROSS SECTION uj nn GALLON P I� F�';AST S PTI C TANK_ NOT TO SCALE AT ON SC EDULE•Lm WASHED PEASTONE RANGING GRADE \ 2 CLEAN FROM 1/8" TO 1/2" AND FREE FROM FINISH 107.4 MAX i�?ON, FINES AND DUST 106.8 MIN. (SEE PLAN VIEW. 6' 6' 6' 3.0' THIS DRAWING) ORDINARY .. iv BACKFILL. ..: 105.76 105.26 I - r F .nA rA DESCRIPTION G" INV. AT BUILDING 4" INV. AT SEPTIC T, 4" INV. AT SEPTIC T, 4 " INV. AT DIST, B( 4" I%V. AT DIST.- BO: 4" INV. AT BEGINNIN 4" INV. AT END OF ELEVATION AT BOTTO GROUNDWATER ELEW 12. THE SUBJECT PROPERTY IS SHOWN AS PORTIONS OF LOT 13 AND 14 ON THE TOWN OF DARTMOUTH ASSEgSORS' MAP NUMBER 59, 13. THE SUBJECT PROPERTY IS LOCATED IN THE TOWN OF DARTMOUTH SRB (SINGLE RESIDENCE B) ZONING DIS,TR I CT• I 14, THE SUBJECT LOT IS NOT IN AN AQUIFER DISTRICT. 15. ACCORDING TO FLOOD INSURANCE RATE MAP OF THE TOWN ' OFiI DARTMOUTH, COMMUNITY PANEL NO 250�51 0015 B, DATED JUNE k 1,1983, THE SITE IS LOCATED. IN ZONE E• �I 16. PROPERTY LINE INFORMATIN BASED (ON PLAN ENTITLED "APPRO'/AL NOT REQUIRED PLAN OF LAND IN DARTOOUTH, MASSSACHUSETTS DRAWN FOR JOHN HASENJAEGER," PREPARED BY PRIME ENGINEERING ING,,, DATED JUNE 24 2003. `\\ \\, `\ j2 BOARD OF HEALTH STAMPS I DESCRIPTION MIN'., REQUIRED PROPOSED LOT AREA 8t0,000 S.F. 200' 6 4,000 S.F. 60' 20' 20' <507. 80,626 S.F. FRONTAGE 422.84' UPLAND AREA 80,626 S.F. FRONT YARD 144.0' SIDE YARD 63.4' REAR YARD 150.0' LOT COVERAGE 5.7% t REMOVE UNSUITABLE SOIL & REPLACE WITH CLEAN FILL 4" DIA, PERFORATED PVC \ `\ `\ C •/ IN ACCORDANCE WITH 310 CMR 15.255(3) PIPE CONFORMING TO \ \ 4' iN. ASTM D 2729-12 MAX. WATER TABLE EL. = 100,581 \' I el Ar NOT TO SCALE - ---` \ \ \ \ • �. - - - , �+ II I EG E N D BOARD OF HEALTH STAMPS • 70 ®i L D T A /1 \--sy.,--- EXISTING CONTOURS CUS PLAN PERFORMED BY ROBERT REGO CF F?IVE ENGINEERING, INC. Iv- `-' v `�� PROPOSED CONTOURS SCALE: 1"=2000't WITNESSED BY DARTMOUTH HEALTH' AGENT, CHRIS MARCHAND ` \ `. TP #101 -�- OBSERVATION HOLE LOCATION SOIL SOIL TD-101 ELE1/. SOIL SOIL TP--102 DEPTH ELEV. ` \ EDGE F PAVED VL wv \ HORIZ. DE"'H 4 HORIZ. COLOR 0 102.2 ` ` ``\ 0 A ED DRI O. t� C 10 .0 V A tOYR 5/3 SANDY LOAM A 1QYR 5/3 SANDY LOAM \\ tS\ �� \ SUBSURFACE SC>•E DISPOSAL SYSTEM [. \ P.E. STAMP I' s• \ fir,, �s7rOFass Bw 10YR 5/6 SANDY LOAM Bw IOYR 5/6 SANDY LOAM I\I ��`� 31 ��i ` _ �\ I RICHARD yfi�i OWNER. LONG BUILT HOCMES, INC. 11• \J. • ClhoE 2 37I3 Ali 43 98.62 �� L1 - 42*26'04* yr ASSESSORS MAP & LOT PORTION OF M?P 69, LOT 13& 14 4", 100.58 _' \% R 135.00� �F CIVIL �p�� STREET LOCATION: LOT 1, ALBR2 AVE 60" BOTTOM L = 99.98 o pis OF PERC HOLE \ rSsrONAI. ENG �' 64• BOTTOM ENGINEERING FIRM: . • OF PEP^- HOLE C 2.5Y 6/3 \ �', r w,. r SANDY LOAM C1 2.5Y 6/2 SANDY LOAM \ . ` ..a 10°' a5.0 108" 93.2 \\ r P.L.S. STA MIME E GINEERING HIGH GROUNDWATER ELEV. a 98,62 v • '� ESTIMATED HIGH GROUNDWATER ELEV. 100.58 ESTIIvIAT�D HI / CIVIL ENGINEERING • LAND suRVEyi V/ 41 MOTTLING ENCOUNTERED � 43"G •ENVIRONMENTAL ASSESSMENT ' I „ MOTTLING ENCOUNTERED C • „•, . P.O.P,Q. BOX 1088 350 BEDFQRD STREET - LAKEVILLE, MASSACHUSETTS 02347 DESIGN PERC RATE = 13 MIN,/14, DESIGN PEf C RATE - 18 MIN,/IN. TEL: (508) 947-0050 FAX; (508) 947-2DD4 D 30 0 3d'G 90 DATE, AUGUST 14, 2003 REVISED: DATE: 7/30/03 DATE: 7/30%03 ` ACCORDANCE WITH 310 CMR 15.255(3)• A\ NOTE. LAYERS A AND B TO E_ RE „VED J REPLA CED WITH CLEAN FILL IN UNSUITABLE SO IL TO BE REN'JYED TO A DEPTH OF 31 INCHES BELOW GRADE AND TO A DISTANCE sr FOR PERMIT CONTACT PERSON: ROBERT RE'O, .PRIME ENGINEERING, INC. OF 5'-0" BEYOND THE LIMITS 0= THE SOIL ABSORPTION SYSTEM. Scale 1 = 13 '� ADDRESS: P.O. BOX )088, LAKEVILLE, MA i TELEPHONE: (503) 947=0050 O:\PR?JECTS\DARTMOUTH\8530201 ALBRO AVE\f5302-septic.dwg i i t \ ♦ r 5 \ 108.5 _ / 1 (TOP CONC. FOUND.) EL, 1 • .. � SITE BE NCHMARK: , TREE !. SPIKE SET. IN 20 \ 5 ! .. 3 0. \ _ (ASS UMED) ED .3 2 i ELI EV. 101 ) 1 It t EL. 167.4 15 5. f IF � ) 4 14 i S I 1 � J 3 5" DIA. INLETS / f t 1 INV. AT HOU 2 / t 2 : HALL ... . DISTRIBUTION 80X S •� 5 5 DI A. OU TLETS NOTE 1 I 1 NTS t E ♦' 1 U IREM 1 . COMPLY TO MINIM CO MP \ e I 1 t- J a • 3 1 d'2. R 15.2 2. � 310 CM \ OF � Q (k .' 6 , \ ti `5 cP 9 1 Iv \ 1O c8 0, � S� 1 I. I A i 2 V \ d r 1 . 1. 1 0 t p.. 14MAP 69 1 t __ �. 0 T T I�UTI®N B _-�R S _...LOT 1 DIS R �. $GILD . NOT TO SCALE � i t A E \ l I \ 8 6 S 0 _ _ \ RESERVE \\ \ .8 AC 1`I 100% l I \ AREA / \ QROP. PRI TE 0 \ ' INKING WA'F ER \ 9 Y WELL \ SURPL � I \ `L LIMIT 0'F \ \ , + E. SN , 5 L p� � UNSUITABLE \� \ \ \ ��P / 1 SOIL REMOVAL _ 5. ,. \ \ \� g� 7 a0 t I N. It PRbPO 24 DIA. C � \ \ \ "''C GAL. PLAN VIEW E COVER RAISED EPTIC TANK PRECAST CONCRETE \ \ \. S OF GRADE WITH \ TO WITHIN 6 INCHES \ '\ i \ i \ PROPOSED i`J .. J BRICK AND MORTAR. \ \ '� \ ` \ , ,\ •G� i I / i I \ \ \ \ I 24, x0.5 1 , CH G FI�tD 3 MIN \ y �. PR OSED \ ♦ D i B 1 X � i i r , 1 � INLET OUTLET 1 \ \ " ES SCH. 40 P.V.C. TE vn� ti;wE \ ° x k 4° v I Lam- 4 � 3^ �� \ ,: ..: SET LANK ON 5 OF STONE OR APPROVED BEVEL N \ \ \` \ , \� ''� i BASE CROSS SECTIQLLI RECA T SEPTIC TANK \ ►f�0 GALL ON P SCALE NOT TO \ N �.� ATION SCHE®ULE. 0- 2" CLEAN WASHED PEASTONE RANGING FINISH GRADE: FRONT' 1/8' TO 1/2 AND FREE F 107.4 MAX IRON, FINES AND DUST 106.8 MIN. (SEE PLAN VIEW. 30� 6' 6' r ___6- 3:0' THIS DRAWING) F. �. ORDINARY ' N BACKFILL.... 105.76 N105.26 $ 104.58 I O \ \ ♦ `\ O W i A. \ V \ \ \ x ! r .EMOVE UNSUITABLE SOIL & REPLACE WITH CLEAN FILL 4" DIA. PERFORATED PVC ' P ACCORDANCE WITH 310 CMR 15.255(3) PIPE CONFORMING TO IN ACCO ASTM D 2729-12 4' IN. MAX WATER TABLE EL. = 100.581 lop. . .6 NOT TO SCALE ,ICI DATA_. BERT REGO OF PRIME ENGINEERING, INC. : I �CUS PLAN PERFORMED BY RO WITNESSED BY DARTMOUTH HEALTH ,GENT, CHRIS MARCHAND SCALE: 1 "=2000't SOIL SOIL TP-102 DEPTH ELEV. TP-101 SOIL SOIL D57H ELEV. HORIZ. COLOR HORIZ. COL 0 102.2 �f O�� o ,04.0 �►�, A tOYR 5/3 SANDY LOAM A 10YR 5/3 SANDY LOAM \ ci` O 5^ 81,0. R 5 6 SANDY LOAM YR 5 6 SANDY LOAM B,y 10Y / Bw 10 / 210 Cn ` 43" 98.62 • g 41" 100.58 " - 60 80TTOM .. 60" BOTTOM OF PERC HOLE ' OF PERC HOLE C 2.5Y 6/3 SANDY LOAM �., C1 2.5Y 6/2 SANDY LOAM • 108" 93,2 108" 95.0 • • ESTIMATED HIGH GROUNDWATER EL EY. = 100.58 ESTIMATED HIGH GROUNDWATER EL�V, «� 98.62 MOTTTLING ENCOUNTERED 4 " MOTTLING ENCOUNTERED 0 IN. DESIGN � PERC RATS = 18 -MIN,/IN. 30 60 90 i DESIGN PERC RATE = 13 MIN./IN. : • �� 0 DATE: 7/30/03 DATE: 7/30%03 � -- CLEAN FILL IN ACCORDANCE WITH 310 CMR 15.255(3). - - NOTE: LAYERS A AND B TO BE REMOVED AND REPLACED WITH - NO T NCE IS A LE SOIL TO BE REMOVED TO A DEPTH OF 31 INCHES BELOW GRADE AND TO Scale = 30 UNSUITABLE S c a � e � ,• OF 5'-0" BEYOND THE LIMITS DF THE SOIL ABSORPTION , SYSTEM. DESCRIPTION ELEVATION 4" INV. AT BUILDING 106.35 4" INV. AT SEPTIC TANK IN 106.07 4 " V AT IN. SEPTIC TANK OUT 105.82 4 " INV.ATD IST. BOX IN 105.47 4" INV. AT DIST. BOX OUT 105.30 4" INV, AT BEGINNING OF SAS 105.26 4" INV. AT ' END OF SAS 105.08 AT BOTTOM OF SAS 104.58 IELEVATION GROUNDWATER ELEVATION 100.58 COVE : DE ' COVERS TO WITHIN FINISFED GRADE 2% SLOPE (MIN,) 6 INCHES OF GRADE 2" OF 1 8" TO 1 P" WASHED STONE )UD PVC SCH, 40 . .I 7 i' �- 4" i S r SO LID ID WC 12" MIN. 40 3' AX. 4" PERF. PIPE CAP �'+, 4p' 4" SOLID PVC SCH. 5-0.005 ` � ! I 0.02 = S-0.005 " " .T - EL. 105.08 .. EL. t os.o� _ 105.82 EL _ _ 1 4 05. 7 IBUTION ISTR EL D - 05 30 E • 3 4 TO 1 1 2 WASHED S ONE BOX EL. 1 .. :. MIN' . • • � MPORTED 4.5 SAEL.10ND tTO GAL CONCRETE SEPTIC TANK _1,500 --IIN. TOBLDG.4' UNDWATER .. 20 MIN. TO ftUNDATION WALL ' 0 5'D FIELD---- 24W X 35L X '� ELEV.1 00.58 GR OUND WATER ._ TEST .PIT #1 1 P TIC SYST EM NOT TO SCALE BOARD OF HEALTH AN[ TOR SHALL NOTIFY THE LOCAL 1. THE CONTRACTOR CAL B� RS PRIOR TO REQUIRED 48 HOI PRIME ENGINEERING, INC., AT LEAST INSPECTIONS, E SIGN D A T A NATION 101. 32 2. BENCHMARK IS SPIKE SET IN 20 TREE, ELEVATION DESIGN FLOW. (ASSUMED) ( BEDROOMS x 110 GPD BEDROOM = 440 GPD 4 BEDRO / 3. HEAVY EQUIPMENT SHALL NOT BE ALLOV"r ED TO OPERATE OVER THE SEPTIC TANK: LIMITS OF THE SEWAGE DISPOSAL FIELD DURING_ THE COURSE OF 440 GPD x 2 DAYS = 880 GALLGjNS CONSTRUCTION OF THE SYSTEM. i 1,500 GALLON.,. (MIN.) TANK REQUIf;�ED M SHALL BE MADE 0 FIELD MODIFICATIONS. TO THE SEWAC�- SYSTEM 4. N VA OF THE ENGINEER AND TH E LOCA WITHOUT PRIOR WRITTEN APPROVAL TEM, SAIL ABSORPTION SYSTEM :• BOARD OF .HEALTH. TION RATE 18 MIN. INCF- CLASS II SOIL) PERGOLA � , C 5 OTHERWISE 'NOTED. ALL SYSTEM COMPONENTS SHALL BE , 0 53 GF1 F .DESIGN LOADING RATE D/S .UNLESS STATE ENVIRONMEN INSTALLED IN ACCORDANCE .WITH TITLE V GF THE AL (4�- 0 GPD) G AREA RE ,D _- 830 SF LEACHING CODE DATED MARCH 1996 AND ANY AP PL�CABLE . LOCAL RULES. 0.5� GPD � USE: 0. 5' DEEP X 24 WIDE FIELCD 6. SEPTIC TANK AND D ISTRIBUTION BOX Sj;! °ALL BE MANUFACTURED Bl 830 SF J&R PRECAST OR APPROVED EQUAL. LINEAR FEET OF FIELD REQ D = = 34.6 FT 2 4 FT $ED AT ALL POINTS WHERE 7. DOUBLE GASKETS AND GROUT`'TO BE U, ' . AREA PROVIDE CHIN G AR LEAVE ALL CONCRETE STD UCTURE S IN ORDER:. TO PIPES ENTER OR AND 'OUTLETS NOT IN LET 24 X 35' `_ 840 SF >� $30 SF REQ'D PROVIDE A WATERTIGHT SEAL. MORTAR ALL USED ON ALL CONCRETE STRUCTURES. DAILY FLOW CAPACITY: , 840 SF X 0.53 GPD/SF : - 445 GPD > 44d GPD REQ D g• THE FIRST TWO FEET OF EACH LINE EXITING THE DISTRIBUTION B X SHALL BE LEVEL. 9. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER, i - 10. SYSTEM COMPONENTS TO. WITHSTAND II,1-10 LOADING CRITERIA. - Irt1vV -- RESDEI'NCE B 11. OHTER THAN THOSE SHOWN THERE ARE NO KNOWN WELLS WITH N 200' OF THE PROPOSED SEPTIC SYSTEM. 12. THE SUBJECT PROPERTY IS SHOWN A5 PORTIONS OF LOT 13 A D 14 ON THE TOWN OF DARTMOUTH ASSESSORS' MAP NUMBER 69. 13. THE SUBJECT PROPERTY IS "LOCATED h N THE TOWN` OF DARTMOUTH B SRB (SINGLE RESIDENCE) ZONING DISTRICT. 14. THE SUBJECT LOT IS NOT IN AN AQUIFER DISTRICT. a.ACCORDING TO FLOOD INSURANCE RATEE MAP OF THE TOWN OF DA RTMOUTH, - COMMUNITY PANEL NO 2500�1 0015 B, DATED JUNE 1,1983, THE SITE IS LOCATED IN ZONE C•. Vw 16, PROPERTY LINE INFORMATIN BASED ON PLAN ENTITLED "APPROLSETTS DRAWN NOT REQUIRED PLAN OF LAND IN DARTMOUTH, MASSSACHU FOR JOHN HASENJAEGER," PREPARED BY PRIME ENGINEERING ING., E 24 DATED JUN , 2003. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS LEGENDLo C 0 70 EXISTING CONTOURS s PROPOSED CONTOURS d °t TP #101 - OBSERVATION HOLE LOCATION JAN 0 7 2004 ••- EDGE OF PAVED DRIVE \ P.E. STAMP SUBSURFACE S AX DISPOSAL. SYSTEM OF Ma�s9 RICHARD yG�� OWNER: LONG BUILT HOMES, INC. \ i ar J. r \ \ RHEAUME -41 , , P 69 LOT 13& 14 i o v, ASSESSORS MAP & LOT; PORTION OF MA 42.26 ro4~ NoC4VIL 3 0 \ d 'P�, w STREET LOCATION: LOT 1, ALBR) AVE k t.,,'_ \% R 135.00 r$o �IsYEcL . L = 99.98 SlONALENG : `•� I ` 1 ENGINEERING FIRM:left ' - v S GI \ \ P.L.S.STA _PRIM.. \ CIVIL ENGINEERING • LAND SURVEfING • ENVIRONMENTAL ASSESSMENT \\ 1 P.O. BOX 1088 350 BEDFORD STREW \/ TEL: (508) 947-0050 FAX: (508) 947 2004USETTS 02347 DATE: AUGUST 14, 2003 REVISED: I CONTACT PERSON: ROBERT R�. ^GO, :PRIME ENGINEERING, INC. ADDRESS: P.O. BOX 1088, LAKEVILLE, MA TELEPHONE: (508) 947=0050 O;\P�OJECTS\DARTMOUTH\8530201 ALBRO AVE\N85302-septic.dwg DESCRIPTION MIN. FREQUIRED PROPOSED LOT AREA S0,15000 S.F. 80,626 S.F. FRONTAGE D-00' 422.84' '. UPLAND AREA 64,(000 S.F. 80,626 S.F. FRONT YARD FRO 0' -1 44.0' SIDE YARD ` 0' 63.4' REARYARD 20' -'_150.0' LOT COVERAGE <50%1 5.7% t _ RESIDENTIAL 2003 RESIDENTIAL 2003 NOTICE To LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Constgtu 2.1 Owner of Record: y. t9Y� �if�T�lG afl �t . �i/1, Awioy- Name (print) Contact Address L Phone Number 2.2 Authorized Agent: Contact Address Phone Number & AW Name (print) Hill N ON ME 3.1 Licensed Construction Supervisor: rj Not Applicable ❑ Licensed Construction Supervisor License Number Q y Address A,�, �� Expiration Date D Signature Telephon 3.2 Registere provemen ontractor.- �,Alowex XivG Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name `i /YDA46ZNC , Registration Number (if none, state ❑ none❑) Addresses Signature Telepho jrT Expiration Date /Z f g 0 3.3 For Resi Wei 0o n y PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Nair*� 1` Signature — — .. _ r _ h Guaranty Fund wner acknowled es that there will be no eh ibrlt tot e G by s <gy ng�v ,the Y�ie o g g Y Y Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 1109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1,1982, no individual sha11 be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. h rovisions of this section provides that if a Building Permit is required shall be exempt from the Ex tion: An Homeowner performing work for which a, p Exception: Y P g g 9Pp Homeowner engages a person(s) for hire to-do such work, that such Homeowner shall act as supervisor., :For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on whl(�h there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability ction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) 0AMRre Ifs �y�@�' TI�D.1N11*''SCI l J: a ads :8't'G i w= 9 , �:a,nt7.'�el�' ' �- Workers Compensation Insurance affidavit must be completed and submitted with this application. Failur_g,Ao provire this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: yes ❑ no ff wip _ MW a�2100 �❑ enew construction* ❑ addition ❑ alteration T❑ repairs chimney/ ELI woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other n demolition (shed/garage) no. of windows_ doors_ (specify below): ((specify below): * If new construction, please complete the following: Single Family: no. of bedrooms 3 no. of baths 2 t 2_ Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 e Furnace (hot air) -fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) -fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided / e llot Water: Gas Electric ✓ Fuel Oil Other Brief Description of Proposed Work: gy��, 'Xvy`ja9� {gc,ia",: w� rm aMaa�! - V. al :. 9'�;a �.vew c :. n :x�fT.IA .. !•• - _ ., :£:34.. ,`:,a. ....'s�:e,: m.S�. ii3 -v Item Estimated Cost ($) to be completed by permit applicanit 1 Rnilrlinu // � dG�c� � F.1P.ctrical �0�� Phimhina Ups 4 Machanicnl (HVAC) 8 5. Total = (1 + 2 + 3 + 4) *Estimated Total $ _ 9�r .m N, 9,. ,. _ 9 �m 9� -- .m _9r a� letetX sullen n : eot;ct l li r bII1lrlin ; rIm 3,_ ,a= �m (please print) as Owner of the subject property hereby authorize tP//Mfi' AktAgele nr to act n m b f in all matters relative to work authorized by this building permit application. SigP.tfr/o1 ature wner Date a �� ate. v= �,@.9r�... 1€?IBit%AiHDi2BI C I f 9 , 9,m.m ' =a —m., �.m.. 1' 40 RG ✓ XsLe-., as Owner/Authorized Agent hereby declare that the statements arlid information on the r g ng appl cat e true and accurate, to the best of my knowledge and belief. Sign d r pains d pen ltie perjury. Signature of Owner/Authorized Agento Datte �r C:\bl(f forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev. January 1, 2003 RESIDENTIAL 2002 ❑ FOUNDATION ONLY 4t2_R_ne APPLiEATION FEE iS WON -REFUNDABLE & NON -TRANSFERABLE KIM- �� ate- �� E mr�� s,xve 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals (see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason: Date: 7. HOLD subject to Zoning Board of Appeals action: Date: 8. Comments: 9. Inspector's Signature: Dater d y= WN �® = Applicant info e Date: Tirt:�iD Cler v Comments: a-) v .� aWN M. �,m: ��_ m __�__ ��,��a:,� . �, .. .. , �_�n Total Permit Fee: $ Less Application Fee: $ 25.00 Remaining Balance: $ TOTAL FEE- � l < J 0 Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. Permit Issued ToS�'• NOW SIR ANNE 4WI41Y/dam CAb1dg.forms\B1dgapp.res.wpd Page 4 1 I Rev. January 1, 2003 Z, L RESIDENTIAL - 2003 11 FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON-T AMSFE A LE CAb1dg.forms\B1dgapp.res.wpd Page 1