HomeMy WebLinkAbout2013-12-03 Planning Board Supplemental Materials (75) EI 252.50
t
s O
TIER 6Co
0
E! 243.00 El 243.50
1 El 241:78 111
0 6I O
TiER 5
.r
0
Et 233.50 El 234.00
1 El 232.281,
61
TIER 4
I
0
Et 224.00 Et 224.50
• .,tapii
t EI 227..78
o \Q 6 I Zone of select backfill
n ix o J I (non-reinforced)
TIER 3 00 i SeeU Wall System Note 8
16'-6'1 (Tjp U.N.O.) " and Note G.o.o. (Typ)
El 215.00 6" perforated drain pipe
15'-0"t E! 214.50 -
behind watt, by others (Typ) Al
- Crushed stone all around Q
perforated drain pipe
t'-0" min 6- by others otihheers (TV)
o t El 213.28 TurrUl.-rT
z
C) C.LP, or crushed Undistrurbed or
�$ 6 stone leveling pod f'- 0. well compacted
TIER r? 00 by othersto
foundation soil
i G o
1'-0" free EI 205.50
El 205.00 draining aggregate
6'-0„
te'-6"t Er 240.00
1 Gength . E1 2Q3.78 1_- ,SECTION -A
Length
Cut geogrid around
6 U-Wall stems - ((J
TIER 9 Cc 3 rows of geogrid
24• spacing TIER 5
,-a,, free " (Maccoferri Mocgrid WG8)
t'-O" free
Er t96.Q0 Er.233,50 draining aggregate
EI 195.50 draining aggregate -
1st Layer
0 of geogrid
Zone of select backfill
Formfiner a (reinforced)
+- reinforced
finish (Typ) Geo Did "" - Zone of select bockfilt See U-Wail System Nate 8
1 Length Et 194,28 � �'�' (reinforced) 7'-Q" Geogrid Length
Cut geogrid around Non woven See'U-Waft System Note 8 1 Cut geogrid around
ro fi r U-1110Y stems geotextile (Typ) 9 9
r I oa 0 6 U-Wolf stems
a 3 rows of geogrid 3 rows of geogrid "
o 0 24" spacing ® 24"' spacing
(Moccaferri Mocgrid WG8) o (Maccaferri Mocgrid W08)
El 186.00 EI 224.50
7st Layer
fl of geogrid " _ 1st Loyer
r - -fir o of geogrid
{- N
r' N
"- Zone of select backfill
E1 184.78 J� (reinforced)
See U-Wali System Note 'B El 222.78 l
No woven tt-T
geotextile (Typ)
- Non woven Undistrurbed or
geotextile (tp) well compoc#ed
o ndotion soil
f u VNI ERSIRL
Illifflill
1111111MI 1=11 ,
Contractor is to verify that all information shown on SECTION
B-B
drawings has been thoroughly checked, complies with �J t t 24 f6
the contract documents and is adequate to meet the TM
field conditions. Some dimensions and details may Vty OFH14Ss
differ slightly from contract drawings to accommodate tr�' q '
the manufacturing or design process. Approval of this .�� C'Y
O CNAISVICK iAi G
drawing indicates that any deviation from the. contract � VICK n• -
accuments has been reviewed and found to. be PRECAST CONCRETE RETAINING WALL SYSTEM
acceptable. Production will not commence until receipt � 6TURAt � � � � "�
of signed, approved shop drawings: .48517 5 STATE AGENCY
FGt EP `� This drawing is based upon information provided from the following documents and/or sources: PROCON
This drawing contains Information proprietary to , SSS N f: 4 Engineer: Marchionda & Associates L.P.
CONCRETE SYSTEMS, INC. This drawing is disclosed s . -1.1-K: BRIGHTVIEW NORTH ANDOVER
with the understanding that it will be retained in' / Project No: 766-01 A
confidence and its use limited solely to the purpose �� J/ 2 Drawings: Sheet 6 of 19 of project plans. _ NORTH ANDOVER, MA
for which it is disclosed. It is understood that no P' I �/ t Concrete Systems Inc.
reproduction of this drawing is authorized without 1 02/17/12 Added geogrid to Tiers 1- and 2. Other mise changes (See Revl symbols). AK Specifications: N/A 9 Commercial St., Hudson,NH,03051 Aw KOSTENKO 02/02/2012 RETAINING WALL SECTIONS NO. 1 Rei
UY
permission from CONCRETE SYSTEMS, INC. and that it Phone 603-$$9-4163 ec e a o a Drawing No.
will be returned to CONCRETE SYSTEMS, INC. upon Internal and structural Rev. pate DESCRIPTION ey Fax 603-$$9-2417 C VICK 02/06/2012 SEC-1
request. stability Of Uwail only REVISIONS Other Sources: N/A prove y o quantity: Project Nob M. & A. NO.: 766-01 SHEET 5 OF 6
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