Loading...
HomeMy WebLinkAbout0048 ROSARY LANE - PLANS N 1i �D 0 ) 3 .t X 15 T/i✓� i �r �;� 1 � ' 1 O /\ N 10 0, 0 7 �I o r �) r yD,t 8-7 " CERTIFIED PLOT PLAN LOCATION SCALE . ./,','�:-3��.... DATES/2.3�� . . . . . PLAN REFERENCE /l✓. I CERTIFY THAT THE,,l5rYltiZ1l:/ -. i=rya'/ /�T!/�iJS �Gjs� l.k SHOWN ON THIS PLAN IS LOCATED ON THE GROUND c >;d"c •. " AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF I WHEN CONSTRUCTED. DATE REGISTERED LAND SURVEY 7 i to bLA IRa i to I ��. B,s As ti �♦ ( /UoTC - 7"a7-,-qr- Z31.4' D. Zo7- '�Z P3 h Sr (;�4eZ11vZ- I '1r � � / •'�� ,� I i 40 rDG� of P�iyE h6�♦�T / \ ( C �s j BsK ice. L 1 " �_ sL. a/ ! { TOP OF FOUNDATION CONCRETE COVER .,` SAS N D�QINAGE" 1 �` CONCRETE COVERS 3 I S'Arme ^ /o I 4"y' pop \ AR'E A t i CAST IRON MAX F',Ov.as6r DL E,a,g I \ �nrrrplT 12" mr 12"MAX �_ \ OR SCHEDULE 40 �t O O V I 7,' . :Q? FT 46- 4/,0 0 ` I I PVC PIPE 4' SCHEDULE 40 PVC (ONLY) J \' ctAr�* PIPE - MIN LEACH i 1 1 / \ C,f►5�. r PITCH I/4"PER PITCH I/4 PER.FT PIT PRECAST ire Q LEACH I N G ��tkXYE 0 �—INVERT � a`; PIT OR n EL.. -> G� �INVERT DIST. INVERT �• w u EOUIV. SEPTIC TANK EL..` `j j�:' EL. .nS • >_ INVERT /moo GAL . INVERT BOX (� a o: •' 4 o EL 39 47 --- �9.zz INVERT ww p. �. 3/4 TO 11/2 EL. EL:'6&c� ;• �� WASHED { ! 7ftr �ap•4v•Q f .�>� 1 w STONE f tik. Z• i } I 6 DIA. I .vn�: ;. •, !c' DIA--*ir�vC� - r� A 1 V T •7 P o • 1 _ 1 ``;� j / ar ' ' '� PROFILE OF GROUND WATER TABLE I S/ o14 .t`7;" 1 SEWAGE DISPOSAL SYSTEM qZ �aC NO SCALE / , SOIL LOGWITNESSED BY . (ATE `.d/ ou.4zy 5 A " f7C�E�3�.! BOARD OF HEALTH Tyr TIME . . �. . TEST HOLE I TEST HOLE 2 ( i/ ♦f � I .,�� \\ / � / � �,.".�� ENGINEER I M ) \ ELEv. ELEV. 7 1 8 ks¢.• t�c f t 1 tsar- 4 I rst�r f cr'.�✓� �/ 1, tih�. DESIGN DATA^ `%r o E i74 r 733C Dis7. 30 30 / —' c�2. 3�l er NUMBER OF BEDROOMS �Y=��'sr�Z 9f{d'S/tiu<Ict 4C_S ;p?P, I E*ox 36 ' p , 1 ��►tu6" ,ar� TOTAL ESTIMATED FLOW .GALLONS/DAY ' � /o• FGoo/G �ZE'✓a StZ, � ! � � 1 � S/1r�n -,� ,.e BOTTOM LEACHING AREA �� :' SO.FT. /PIT IC ` d ZC SiDE LEACHING AREA J7l SO.FT./ PIT,4%? ��•i I GARBAGE DISPOSAL "O'Yt . (50 % AREA INCREASE) I r .,E.•yV.s �:�. ¢r,d �'�. ,dt 6 ^�sft-irS� .�+,.:�� 7.5`0. � N TOTAL LEACHING AREA . SQ.FT _. _ ... PERCOLATION RATE G c.` 71�1q� ?7.,%• MIN/INCH ' I# &eZ5 !3 -- — — SOC! 5 LEACHING AREA PER PERCOLATION RATE SQ�. . . . .FT./:,A.A. ) WATER ENCOUNTERED NUMBER OF LEACHING PITS dN!'' I•'i� �!�/N � � t% f P �.- k / 1 � 7�✓0. f C�"1. .�'/' �7">7 n/�. .a� . f1 d G . ."'!U�3 . I /o7- �/ APPROVED BOARD OF HEALTH k� ! 1 ln7" V � DATE AGENT OR INSPECTOR 2 � OF A 6 -�R. Use-� ��`� �r . ` � ' j? 4 E WA D ✓', ARNE o *KELLEY !'I � �^� IL� � /I6'�kL I�/ /� / 78 -�444 N0. 2��0© {M.QT fGISiZ.0 Q. 4/" 8G X e 'T7NG S�'oTZG - 0 Vl s31QNAL rev ,�'G��. �•4�`it� ,St�,e v�yb.�. FOUNDATION AND CONCRETE NOTES 4�) 1 . (2 SPREAD FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF (2 ) TON PER SQUARE FOOT . F-- 2 . THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ' THE VALIDITY OF THE SUBSURFACE CONDITIONS . T-—1 OR ON FROZEN GROUND . NO FOUNDATION SHALL BE PLACED IN WATER 13 E clip 3 . IIJ51JI, ENGINEER . 4 LIFTS OF 95% COMPACTED GRAVEL 4 . BACKFILL UNDER ANY PORTION OF 1HF- BUILDING SHALL COMPACTEI, IN 611 AS APPROVED BY THE ICA 51 "BUILDING 5 . CONCRETE WORK* SHALL CONFORM TO CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 301 -72 ) AND SPEGIFICATIONS FOR STRUCTURAL I I i ( ( ', CONCRETE FOR BUILDING' (ACI-301 -72 ) . CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 ,000 P . S . I . A T TJJE END OF 28 DAYS (,OKI(- 7 . STEEL REINFORCEMENT SHALL CONFORM -TO A . S . T . M. 615 , GRAOL 60 . 1.1 4- 141- CONCRETE .SLABS PLACED ON GROUND 51-IALL BE 13EINFOCED WITH 6X6 's P,(, p A 8. ALL T, WELDED WIRE FABRIC . WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A . S . T .M. A185 , AND SHALL LAP 6". MINIMUM OR ONE SPACE , WHICHEVER 1.4 01 IS LARGER , AND SHALL BE WIRED TOGETHER . 5 D01 L 1-'0( 10d 9 . WHERE CONTINUOUS 13ARS ARE CALLED FOR THI-Y SHALL 13E [RUN CONTINUOSLY AROUND CORNERS AND LAPPED AT NECESSARY PLICES OR HOOKED AT DISCON- (4o) I I NUOUS ENDS . LAPS SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE SHOWN . 40 �A 2 �A C- 5jpt- 10 . THE USE Of CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL C F1 A C':I N G SAW CUT TO A DEPTH OF ONE-FIFTH OF THE DEPTH OF THE SLAB. 11 . At I.- REINFORCING OARS SHALL BE COLD DENT IN ACCORDANCE WITH THE PROPER RADI ESTA11LISHED [3Y THE AMERICAN CONCRETE INSTITUTE . UNDER NO 11 X3 �A �(-A �L� CONDITIONS) SHALL HEAT BE APPLIED TO THE OARS TO OBTAIN BENDS . {Ir4 r �I 40 DAD i -� -A C. Ay� A- pop L (�o EA I KI /IAI P ► GAS �J %2� 3 ) -� 01 ? 10 it, VJAJ, F"r,-YO�V 04-011 4e / �AIL E��IrIJ zell k1+1 io 4, 0 of �o 10F, vif D �cI# #3 ti 6-4 100,oll i i I I fix . P� ��i�L��� 1 �71 I Z P�11 I I I I TAP. kl.�lr-041 /L.looto" WALI, �o lipLfec) F4��e, I 1 L T ( I J\ --7oe- > -7 J fit > A -Z OF PL) poRT10 t �.A P �5 --es- AL� 104',0" r I i �/I, 1�,)w AL� , f$ -Ls 4 jj�- Iv4 -4 444 f,-A 4 7 f ADD 2,0Z,o �A - y ? 0 5q 3 141 1 10� iYp F � I V' LOA P 30 P5�- InI JAXTI— I N I D LOAD F5' I C, 140 APPROVED my DRAWN my JAI,�A co Ir AWING NUMBER FLAKI �, INA4 -110� 5 . 1 PROC P I E CONSTR 301 HERMAN M E BLVD . N E W BEDFID D ACHUSE -TTS law- a f • � III � � s I ( � , � "�-- — j _..— — .....�—r"�.' � ____ _..�------ -- r ` l t t 11}f1 ]iS1I k 4 3 d ft ( ...... .... T7 AP REVISIONS . ..� ,..� ?c �' ► c, ��� DATE B Y c� S E A C O A S T SHEET NO. CONSTRUCTION CORP. HERMAN MELVILLE BLVD. NEW BEDFORD MA. $CALE: ` Ik = t —�' ' DATE: DR. BY: T, -+-.,, a —F+�� CHECKED BY: F(-)1 )NDA-T10.NvvA1 L IC,K E i� JVAL i ✓ OF� WA1. 1- ELEV 004- 4 AL;),OVE FLOOR SLAB Tj N I A P v 4 1 4 S,F XI rn 1?-, x 12 OH D R 0, REVISION$ TA XTIMP- P DATE a y S S A C 0 A S T *"Ely No. CQ*STRUCTION CORP. *t1t 149 MA M IttLWILLS OLIII V . MEDFORD MA. t*4 OCALIX DA T 9 27/ 87 4"004tw0 syt , r F� 's E: Y Y' l I F• ♦ri 1 1 I � oil I 1 . t r R t 1 REVISIONS J-),\XT I M _-E R DATE BY S E A C O A S T SHEET NO, CONSTRUCTION CORP. 40 HERMAN MELVILLE BLVD. NEW BEDFORD MA. SCALE: j'�j 1 'C` DATE- OR. BY: CHECKED BY: