HomeMy WebLinkAboutPlans - 121 CARTER FIELD ROAD 4/2/2004 (2) i
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3"O.D.CORNER,GATE,
AND END P05T5 EDGE OF CHAIN LINK FENCE
1 518"O.D.TOP AND
BOTTOM RAIL
2"O.D.LINE P05T
5AALE Huntress Associates,Inc.
10' O.C. MAX 3'-6" FABRIC TIES I FIN15H GRADE SLOPE LwdwVc &L»$
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OPENING "
1 O.C. AWAY FROM 5TRUGTURE 17 Towkibwy SbW
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I >>, N °°,Q�o°� 00 (I I I I Ij COMPACTED SuB6RADE
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Jy � � .� <" 'i��J �� >�` > 0�0 0 0 =I I(I _� NON--WOVEN POLYPROPYLENE FABRIG
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'` '> o ° °0 0 0 LAP END SPLICES 8 MIN.
0 °° —1111 5TAPLE 5PLIGE5 6 O.G. ALONG SEAM,
TENSION WIRE WITH TIE WIRE5 0 0 _0
z x o 0 0 p ° f rod°ac:
SPACED t12"O.G.HORIZONTAL ��' •� - l i l l-11 I I- CRUSHED 5TONE ZAHO R U I KO
q GAUGE FUSION-BONDED FABRIC, c, N TOP OF CONCRETE
2"DIAMOND,KNUCKLED SELVAGE,TOP AND BOTTOM I FOOTING LOCATED OF
3/8"x 3116"TENSION BANDS ° °° PABVEMENTBCOURSE
WHEREVER FABRIC ENDS RESIDENCE
24
CONNECTOR BANDS CONCRETE FOOTIN6-
`r IS"VIA.REQUIRED AT ALL
CORNER AND END P05T5; North Andover,Massachusetts
ALL LINE POSTS SHALL
BE 15"DIA,
4� FUSION BOND CHAIN LINK FENCE AND GATE STONE TRENCH AT EDGE ®F POOL >�aWingnt'°'
1. 2
SCALE: N.T.S. Terrace Details
1/2" EXPAN51ON JOINT WITH PRE-MOULDED
FILLER, RECE55 FILLER 1/2 PROVIDE ,�y\
JOINT5 AT 30' N CENTER MAX.UNLE55
PROVIDE EXPANSION JOIN WHERE PAVEMENTV �dN�H�s�
ABUTS STRUCTURES,VERTICAL SURFACES, li
AND AS NOTED,SEAL ALL EXPAN51ON JOINTS
WITH APPROVED WATERPROOF SEALANT
cn
TOOLED CONTROL JOINT 1/4 TIMES THE DEPTH : (n w:
OF THE SLAB,WITH 2"WIDE SMOOTH STRIP ON J V r
EACH SIDE. LAYOUT AS INDICATED ON PLAN.
`'o n•a: o "n°° .a EXP05ED AGGREGATE
�0.11T8 bye,`'?
4 4' o o o CONCRETE PAVEMENT
FIBER MESH REINFORCEMENT,SEE SPECIFICATION. ......
- o ° o REINFORCING.2"MINIMUM COVER.
0 9w ao R og °d,+b avlelon Dote
Q
COMPACTED GRAVEL BASE
�p O Q O OO Q
°v °e COQ ° s
I mii FRANK C.
o MONTEIRO T,
u COMPACTED SUB6RADE " CIVIL
o .o No. 3 41 scale. A5 NOTM Drawing No.
15
f' G Date. 9.02.04
EXPOSED AGGREGATE CON A
AL .lo
E� b. oo-io, 1
3 CRETE PAVEMENT Jo 0 Mfl
Drawn. GGH of
checked. -- r�n