HomeMy WebLinkAboutBuilding J Stabilization PlanRIPRAP EMBANKMENT
ALONG BUILDING
EXISTING HELICAL
M W,
1
VO4 1-J
r
PILE (TYP.)C:)
�CRUSHED STONE FILL WITHIN CHANNEL
iI � EST. AREA = 100 SF
Lc)EST. VOLUME = 10 CYOW--
'� �I
BRIDGE NO. 03966]
0
SCALE: 1 "= 20'
20 0 40
PROJECT NO: DATE: SHEET NO:
00081 -001 12/17/20 J-01
0
APPROXIMATE LIMITS OF
OXQBOXOJWNW BROOK CHANNEL
TEM
P
CONTACT INFORMATION
YANTIC RIVER CONSULTANTS, LLC
191 NORWICH AVENUE
LEBANON, CONN 06249
Phone: (860) 367-7264
Email: yanticriver@gmail.com
Web: www.yanticriverconsultants.com
i
OXOBOXO LOFTS - BUILDING J STABILIZATIO
PREPARED FOR DAKOTA PARTNERS, INC. > o;:,^
EXISTING CONDITIONS SKETCH aa
Lw—c-5'
42 PINK ROW UNCASVILLE, CT
REMOVE EXISTING RIPRAP
AS REQUIRED TO COMPLETE
PILE & FOUNDATION WORK
w OOF
LIMIT OF EMBANKMENT RESTORATION
& RIPRAP STABILIZATION (NP.)
b
'his •_ � se_ �•1:,r1►_ - � :+�►.�! � . w _ _,...r _ �� �.. • . �� l � _ �..®_��.��'�t'�f.`t�_,l.T��-i•..�---- �►�,►„�
y,
COMPLETE HELICAL PILE INSTALLATION
& FOUNDATION SUPPORT WORK I I
(SEE STRUCTURAL DWG)
j
_ INSTALL GROUT BAGS01'
& UNDERPIN FOUNDATION
I 0 I CONSTRUCTION ACCESS
' 1 `nr� _7 . f , �,.. .....•z b { .. z<v ..� �� w .:,? � .7 ,,, �,,., ,`i C�, ,�.d s" ,
s.
COFFERDAM)
REMOVE ISOLATED AREAS OF VISIBLE \ ; FL=
Q O
CRUSHED STONE FILL (IF ANY) WHILE �� � � �p,67 REMOVE REMAINING CRUSHED STONE
COFFERDAM AREA IS DEWATERED I Z A011-1 ` FILL & RESTORE STREAMBED�
fir
I
SCALE: 1"- 1"= 20'
20 0 40
PROJECT NO:
00081 -001
DATE:
12/17/20
SHEET NO:
J-02
V I.
C " TIN1 AC
CONTACT INFORMATION
YANTIC RIVER CONSULTANTS, LLC
191 NORWICH AVENUE
LEBANON, CONN 06249
Phone: (860) 367-7264
Email: yanticriver@gmail.com
Web: www.yanticriverconsultants.com
APPROXIMATE LIMITS OF \�
OXOBOXO BROOK CHANNEL
OXOBOXO LOFTS - BUILDING J STABILIZATION
PREPARED FOR DAKOTA PARTNERS, INC.
TEMPORARY CONDITIONS SKETCH
42 PINK ROW UNCASVILLE, CT
O
O
O
' 1 `nr� _7 . f , �,.. .....•z b { .. z<v ..� �� w .:,? � .7 ,,, �,,., ,`i C�, ,�.d s" ,
s.
COFFERDAM)
REMOVE ISOLATED AREAS OF VISIBLE \ ; FL=
Q O
CRUSHED STONE FILL (IF ANY) WHILE �� � � �p,67 REMOVE REMAINING CRUSHED STONE
COFFERDAM AREA IS DEWATERED I Z A011-1 ` FILL & RESTORE STREAMBED�
fir
I
SCALE: 1"- 1"= 20'
20 0 40
PROJECT NO:
00081 -001
DATE:
12/17/20
SHEET NO:
J-02
V I.
C " TIN1 AC
CONTACT INFORMATION
YANTIC RIVER CONSULTANTS, LLC
191 NORWICH AVENUE
LEBANON, CONN 06249
Phone: (860) 367-7264
Email: yanticriver@gmail.com
Web: www.yanticriverconsultants.com
APPROXIMATE LIMITS OF \�
OXOBOXO BROOK CHANNEL
OXOBOXO LOFTS - BUILDING J STABILIZATION
PREPARED FOR DAKOTA PARTNERS, INC.
TEMPORARY CONDITIONS SKETCH
42 PINK ROW UNCASVILLE, CT
4
a
FAA I
rwo
p
BUILDING J ;
RESTORED EMBANKMENT ALONG
FOUNDATION WITH MOD. RIPRAP
VARIES
(5-61)
BUILDING J
GROUT BAGS
i
i
RIP P EMBANKMENT SECTION A=A
SCALE: 1°= 20' _ CONTACT INFORMATION
zo o ao
PROJECT NO: DATE: SHEET NO:
00081 —001 12/17/20 J-03
��� � RM
CIA 0-_i- i11t
YANTIC RIVER CONSULTANTS, LLC
191 NORWICH AVENUE
LEBANON, CONN 06249
Phone: (860) 367-7264
Email: yanticriver@gmail.com
Web: www.yanticriverconsultants.com
HELICAL
• Celli i • r r www
O O O
O O O
1 ,
VARIES
41-61 2.1 SLOPE()
�
i
i
�•• sss sss sss
RIP P EMBANKMENT SECTION B=B
OXOBOXO iF =•
PREPARED
r r, r . ,w DAKOTA
1 • A r, r r
RESTORED CONDITIONS SKETCH
42 PINK ROW UNCASVILLE, CT