HomeMy WebLinkAbout2013-12-03 Planning Board Supplemental Materials (74) Matchline
Grade line behind wall (T}p) See Sheet 4 of 6
Bend Point 160'-7 1/8" for continuation
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Bend Point Grade line in front of wall (Typ)
48'-1 7/8" 192'_$ 5/8" — ►•
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El 23228
Bend Poinf Bend Point 6' thick leveling pad (Typ)
24'-0 3/4" 32-1 7/8' 281'-0 3/4" _
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Bend Point Bend Point
32'-1 1/8" 32'-1 1/8 289,-1"
El 224.00
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El 213.28
Bend Point Bend Point Bend Point
24'-0 3/4' 1 32'-1 1/8" 24'-0 3/4" 289'-1"
El 21 .450
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El 203.78
Bend Point Bend Point Bend Point
16'-0 3/8 32'-7 118" 16'-0 3/8" 289'-i"
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Bend Point
40'-1 112„ 289'-1"
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E1 184.78
With S# = Special uIvoll unit
Without S# = Standard Uwalf unit
With FL = With Standard Form Liner
Without FL = Smooth Form Finish
With SR/SL = Slope Right/Left
Without SR/SL = No Slope
0111 = uwall Piece
uW // SR/SL F2 Wt S# `�
#. = Uwoll Piece Height (in)
UNIVERSAL
of higher side of piece
Contractor is to verify that ail information shown on With W# _ With Weephole
drawings has been thoroughly checked, complies with Without W# = Without Weephole
the contract documents and is adequate to meet the
field conditions, Some dimensions and details may tIWALL 111ARKING KEY
differ slightly from contract drawings to accommodateSSOFM9gs
the manufacturing or design process. Approval of this �y> gc6
drawing,indicates that any deviation from the contract o CHHISTOPMK - PRECAST CONCRETE RETAINING WALL SYSTEM
documents has been reviewed and found to be g -
acceptable. Production will not commence until receipt 0 TUBAL ti STATE AGENCY
of signed, approved shop drawings. 0.48 y 5 '
NNW M
This drawing is based upon information provided from the following documents and/or sources: PROCON
This drawing contains information proprietary to ' SFC 4ti0 4 Engineer: Marchionda & Associates, L.P. BRIGHTVIEW NORTH ANDOVER
CONCRETE SYSTEMS, INC. This drawing is disclosed 3 Project No: 766-01 NORTH ANDOVER, MA
with the understanding that it will be retained in Drawings: Sheet 6 of 19 of project plans.
5
fl
confidence and its use limited solely to the purpose . 1����a2 Py
2 Concrete(§-
Inc.
for which it is disclosed. It is understood that no / / 9CommercialSt.,Hudson,NH,03051 AWKaSTENKO )2/02/2012 D RETAINING WALL ELEVATIONS NO. 1 REV
reproduction of this drawing is authorized without 1 02/17/12 Added geogrid to Tiers 1 and 2. Other, misc changes (See Rev1 symbols). AK Specifications: N/A
permission from CONCRETE SYSTEMS, INC. and that it Phone 603-$$9-4163 EVICK
- o e Drawing No.
will be returned to CONCRETE SYSTEMS, INC, upon internal and structural Rev. Date DESCRIPTION gy Fax 603-889-2417 02/06/2012 ELEV-1
request. Other Sources: N/A oe ouantty: Project No: M. & A. NO.: 766-01 SHEET 3 OF 6
stability of Uwall only REVISIONS