HomeMy WebLinkAbout2013-12-03 Planning Board Supplemental Materials (71) klotchiine
See Sheet 3 of 6
for continuation
U TIER 7
u u
UW48R
192'-8 5/8"
- ---- --- El 243.00
UW82R �}aWe2R UW82Rt1J02FL �W8 TiER s. . . .
U U . .
UW48R_ W UW48r2 - UW48R UW48R UW48R .
�- Et 232.28
Grode line behind wall (TyP)
281'-0 3/4"
~ ———— ----- ._---- — ——— ---------- --:._ — ----- ---- - � . El 233.50
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0 0 �1 0 0 0 . 0 0 0 0 0 0 0 0 D' 0 0 0 0 iI 0 0 0 0 0 0 0 "UW48'a
� 0 o TIER 5
uWszR ayszR uwe2R u uwazfL UW82R UW82R uwezR uws2R uwe2R UW82R UW82R owezR uWe2R uwezR
E I i ! i i o
UW48R UW48R UW4&R UW48R mUW48R UW48R UW48R UW48R UW48R UW48R UIY48R UW48R UW48R UW48RUfY48R E! 222.78I. -
Grade line in front of woll (Typ)
Bend Point
289'-1"' 56'-2 1/4
El 224.00
D 0 U U U I i i_I I_i U U U U U 0 U U D U U D U 0 0 0 0 U D D D D D U U U U 0 U I i U L U U U D 0 D 11 ! \
UWSzf1 { UW82R UW82R UYl82R UW82R �W�zR UW82R UY82R 11 UW82R UW82R UW82R aWviR uVB2R tFIYB2R UW82R UW82R ar�2R UW82R aWa2R UW82R UW82R UW82R UO2F o TIER 4
U U U U U U .11 U U U U U U U U 0 U U U U U 0 U U U U U U U U U U U U U U U U U U U U U U U LI U U U
UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW481 UW48R UW48R UW48R UW48R UW48R UW48R UW4811 UW48R. UW48R UW48R E1 213.28 . . -
Bend Point Bend Point l
289'-i" 56'-2 1/4" 64'-2 5/8"
it
E1 214.50
EuWfUL
ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
UO2R UVB2R UW82R UW82R UW82R UW82R U{Y82R. aWe2R UW82R UW82R iFWe UW82R . UW82R � zR dwe2R UW82R u UY/82R UW82R UW82R UW82R UW82R UW82R UW82R UW82R UW82R UW82R UW82R UW82R Ui�zR t1W82R UV82R TIER 3
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U U U U U 'U U U U U U U U U U ' U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U
u UW48R U{Y48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW481 UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW481UW48R UIY48R UW48R UW48R UW48F1. UW48R UW48R UW48R El 203.78
6" thick leveling pad (TV) Bend Point Bend Point
289'-1'" 56'-2 1/4" 32'-1 1/8"
r,
E! 205.00 .
D U U U U !! U U U iJ U U ! U U U D U D D 0 D 0 0 U U U U IJ D U U U D . U U D D U D U U I_I D! U D U U U D U 0 U D U D
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_ _ I I I _ ! _ _ _ _ _ E _ _ _ 1 _ _ _ _ _ i _ _ I _ _ _ I _ _ I _ 1 _ _ _ _ 1 _ _ _ _ _ E _ _ i _ _ o
U U U U U U U U U U " U U U U U U D U U U U U U U U U U U U U U U U . Ll U U U U U U U U U U U U U U U U U U U U U U
ON'48R UW48R UW48R W UW48R UW48R UW48R UW48R. UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW481 UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R E1 194.28 "
289'-1"
��- El 195.50
R
0 U 0 0 0 D D 0 0 L� 0 0 0 0 0 0 0 D 0 04uyma 0 0 0 0 0 0 0 0 0 0 0 U 0 TIER 1
uWezR U uWaafl uwe2R u UW82R uwezR uWszR uiYrVA UW82R uWe2R UMffL uwezR uwBZFi uWazRuWs2Ruwe2ftuwszRI _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _U U U U U U U U U U U . U U . U U 0 U •U U. U U U U U U U U U U U U U U
UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R UW48R uw4sf1 UW48R UW48R UW48R El 184.78 -
With S1 = Special Uwall Unit
Without S# = Standard Uwall unit
With FL =. 111th Standard Form Liner
191thout FL = Smooth Form Finish
With SR/SL = Slope Right/Left
Without SR/SL = No Slope
UW = Uwal! Piece
U{9 SR/SC FL - Wl - Si/
'= Unroll Piece Height (in) Ulrlld/�RSM
at higher side of piece A2ARK QTY WIDTH(FT) AVG. HEIGHT(FT) YDS WEIGHT.
With WN = With WeepholeUU UU 7.0 TONS
Contractor is to verify that oil information shown on Without W1 = Without S9eepholeUwd uu TONS
JEWIL
drawings has been thoroughly checked, complies with T7(�� r { DT rnr�t .. �+ I TM
the contract documents and is adequate to meetmay
the OF UWALLMANUNGKEY
field conditions. Some dimensions and details mo
differ slightly from contract drawings to accommodate S,Y,YC
the manufacturing or design process. Approval of this o� CNRI5TP?HERM yG P /rj� J� ] T* J j]{j �]�j�]{�
drawing indicates that any deviation from the contract m - PRECAST(YT CONt�R T.U.r .R.Lr l A1NING WALL SYSTEM
documents has been reviewed and found to be � <4CK � v ti.+ v t.t
acceptable. Production will not commence until receipt U CTuflAL m
of signed, 'approved shop drawings.: ,q fl rJ STATE AGENCY
o This drawing is based upon information provided from the following documents and/or sources: PROCON
RIGHTVIEW NORTH ANDOVER
This drawing contains information proprietary to Fss 4 Engineer: Mgrchiondq & Associates, L.P.L.P, i r„
CONCRETE SYSTEMS, INC. This drawing is disclosed 1 NAL 3 - Project No: 766-01
with the understandingthat it will be retained in / ..,�- NORTH ANDOVER MA
confidence and its uslimited solely to the purpose ` 2 Drawings: Sheet 6 of 19 of project plans. Concrete Sys texIIS IIIc.
for which it is disclosed. It is understood that no jI_) /J ?- rOWa Y °$ REV
reproduction of this drawing is authorized without /// 1 02/17/12 Added geogrld to Tiers 1 and '2. Other mise changes (See Rev1 symbols). AK Specifications: N/A 9 Commercial St.,Hudson,NH,03o51 A KOSTENKO 02/02/2012 (�''�) RETAINING WALL: ELEVATIONS NO. 2
permission from CONCRETE SYSTEMS, INC, and that it - Phone 603-889-4163 necked y a e V Drawing_ No.
will be returned to CONCRETE SYSTEMS, INC. upon Internal and Structural Rev. Date DESCRIPTION By Fax 603-889-2417 C VICK 02/06/2012 ELEV-2
request. stabilityof U9ioll only Other Sources: N/A pprove y Ate Y REVISIONS Quantity: Project No: Ni. & A. NO.: 766-01 SHEET 4 OF 6