HomeMy WebLinkAboutEx 11 Grading & Drainage PlanXHIIIT11
TO
LIMITED IMPACT REVIEW
FOR STORAGE AND FABRICATION FACILITY
(Including Request for Subdivision Plat Amendment)
Parcel ID No. 2393-274-01-004
Page 159
G:\2019\19226\CIVIL\CIVIL DWGS\PLOT\19226-C1020-GRADING.DWG - Feb 21, 2020 - 1:21pm
°d °
N
\
\\ \•I
- \° ° a ° `
S OPRIS
ENGINEERING, LLC.
I -z_:-------
CIVIL CONSULTANTS
-I
°
/
I
\ 1 I
/
\
\
\ \ \ \
\ ° \° °
/ I d °a °d
\
\
~ °
\ I
- L /
� t1T - - I \ 1
- - t
\
_ I \\ y °
\� L
502 MAIN STREET
tg °
1 T
!-
< < / XUF-iT��r - - �- /
\
\
\ 4 °°
\ ` xUT ° d I
I
\
CARBONDALE, CO 81623
�
\
= - = - 41IVV
- - \ \\\ \
- \\\\ �/ /__ \ /// //�
- -
-\\\\ I
° ° d ° / \
\\ °
\
(970)7040311
a-
T
_
--�
-
L °
\
FAX: (970)-704-0313
° °
J
\
\ °
w /° \ /
m ° \ /
x \ ____-
u
\
_ _ - _
-
- --\-LP:£1-8338'-@ � \ - - \ LP 6183.18 �1a INLET- EXISTING DRY STACK - - - - - - - tR:618 Q@Vt�T\ ` \ \ \
- \ - HP6185.5Q- ��-\ \ \ \\ \ \\ x\
- 63 - \ WALL TO REMAIN. / \
�d ° d °
X \� d
/ I
I
_<-
z
-�
m �-
LU
- -7-- - - �L
_-
61 z- --� 6195-- ��-
- _ _ - - - \ \ \
\ - -� �6197 -- _� \� \ \\\\\ \ \ \
s
\ \ °
-
--fir\
o� / In ��-�
\ \\ \ \ \ \ \ \ 6 \
�13
/�
LP: 1: 8' INLET +J itX,4�y,
�= --
o� /� o �2.0 % ��
\\�\ \ \ \
- --_ - _ _ _ - _ er < \��\\�Z� \ \ \ \ \ \ \ \ \ \ \\ / \ °
I/ IarI i
FG:6183.76' �+
2.3/ \ \ \ /
,,,
\ \ \ \
I
O 4.419,. ,.+
1O I/•
g3 V-
FG:6184.43' co 1r- o
FG:6184.73 FG:618 ��\�\��
�8S I m c \ \
� \ \ \
/
1�i,`'-� y
_ 6
.44' 6184
6186 ��� \ \ \\ \
FG:6186.18 \\\��\ \ \
/\
/
/�'
6185 }�
���/
FG:6184.91'
G:6184.07' \
-\\\\\
G:61 @ INLE
61 6.1
PFP�86 4 \
\ �� EXISTING DRY STACK
\ \ x
/
10_
///
�'�'
WALL TO REMAIN.
l \
.�
/
FG:6182.50' FG:6185.00'
FG.6183.00' \
FG:6186.64' \\��
\ \
\
\�\\ \
/
\
/
TOP OF FOUNDATION WALL TO BE
RETAINING WALL
o
1.5/�
oo\�\\9 \\
\
`O\ \��\ \
\\
I
/
/ t
\
MINIMUM 8" ABOVE FINISH GRADE (TYP.) TOP = 6186.50
L.6182.11'
\
' j \ \\
\\\
\ 61
/
/
o W
• ))
\ BOTTOM=6183.00±
FG:6182.40'
o'
PROPOSED STORM RE: C1.020
\
`�\ O\�\\
��\L8§
\\
`
\\\
J61 �\ \
J \ \\
///
/
DESIGNED BY
JPP
//
/ / *
1.;
/
-
•,
_
\ \\ \ - \\
•'• � - \
DRAWN BY
JPP
/ /
'*4/160L-
/
�\ WALL ��
6186
�� `_ - --.
J
/ / /
FG:682.50' ®
TPROPOSED
A BOTTOM86 83.00± \
\ \- - ' -
CHECKED BY
YTN
�/ /
3 /
1.6% 2 %
\
\ \ \ \\
. \
//;ikWk7ifIffr
\
TOP OF FOUNDATION WALL TO BE
\\�
\\ \ \/ -E
FG:61:6.0 \
,
4
-
'
° \ O
FG:6187.64'
MINIMUM 8" ABOVE FINISH GRADE (TYP.)
\\ \ \ \ \ \�
\\
DATE: 02-21-2020
.►
G:r
:6181.87' @ INLE7
FG:6186.70'
\ j
\ �\
/ / \ EX:6
/ \ }
., f i81.97'
�//
-
oo
FG:6183.00'
\ \ \
\
-r// / /� /
\\\\\\\\�\\\\\\ \ �\ X
JOB NO. 19226
\
\\ \ \
/
- ^✓// // / / /
�/
. /
��
PROPOSED BUILDING.
I
RE. ARCHITECT'S PLANS.
FL:6182.66'
\\ \ _
2.4 2.0% \ \ \\•\\\\\\ `---
\\
/ / o
/
//
/
\\
\\ \\\ \\\
/ / // /
/
WEST LOADINGPROPOSED
ZONE
/,
BUILDING.
\
\ \\\ \ \\\ -
\,_
/ - I// //
\/
/
/ / / J /
�= 1
\, 4i
I
/
/
\ \ /
FG:6182.50' \ - \
1.7%
,
RE: ARCHITECTS PLANS. \
o \\\\\\\\ \\ -
EAST LOADING \\\ \� \\ �_ - -
ZONE FG:6186.63' \ / \\ \ \\�� �\ \ x - -
V '� \ \\\ \\ \\ L
/
.1.--
\ /
/
HP.6182.07'
- 3' CONCRETE VALLEY PAN.
\
\ \\ \
/
/ / \ /�
/
3' CONCRETE
VALLEY
PAN. I PROPOSED FINISHED FLOOR
_
�\ 3' CONCRETE VALLEY PAN.
N / \\ \\\\\\
to / \\\ \\\\ \\\\ v - -
�'
,3X .1az
/
EL. = 6182.50
I I
0 ��\\\\ -
/r X \ /
L:6111.34' @ INLET
\PROPOSED FINISHED FLOOR
FG:6183.00'
-
\\ \X
\ >,�/
\03
24" WIDE FLUSH RIBBON
6�8?�
:6181.87' @ INLET
EL. - 6183.00'
-_j
\) \-
FG:6182.�
-
CURB (TYPICAL).
( )
FG:6182I50'
�\ m
/
I \
I L:6182.0`' \ \ - -
o °
FG.6182.00' \
FG:6182.94'J
�G.6182.94 �1 I I\
U
/o
xRR \
\ /
�,
�_ yL
writo
FG:6181.41' \
/
II ,_
ION FA
VISION
ORADC
1
�
\\\
��I
FG:6182.34'
o
°� e D
o ----� d _ k
�'
FG:6180.84' xRR
\
FG:618
•
��,
/ \ J
w I �
7 -
o
FG:6183.00'
�a
I
-
1+,
•
H .. 31g. • 3'
/r / ��
\ Wo
3 Z% xEL
- -
+ + ®
I
XE
=
FG.6182.00' x
RR /
l•
-IP.6182.11'
.,
\
+ /+ +x * /
N
`3x 3x 0
FG:6182.00'
e\
6180 / PROPOSED DRY HYDRANT -
\
ax -- y x. L
FG:6 81.50'
Et
_
\
, m FG:6182.27' ^
+ _
-
y W o
xEL FG•6181.81'
' CK
FG:6180.00' / /
-ox kEL
�w o\� CO xRR
`�
- - - SETBA Svc �
\ 50 sa 2.0%
•��M
i 1s w ? x . G:6182.14'
I
�� ��
XI RR
x . -_.-. - I" iiac "4:_ UEL TEL Xlr,---�3X !F� XI RR - IRR
' -�
svc F 182.00'
\ sa
,;-
> - '
;•.. R IRR _,''� \ 13X
IRR •_\
o
>
:2.7.
IRR XIRR x
I�
\ FG:6182.50
i / T\t W
(
\ }, Svc
w
6180 :0.E14UEL
A
ii
sa
x
/IRR
+ O UEl E FL:617•.: \
� w
•° �j
_
Svc IRR'
R
AGE/ FABRIC/
DIXON SUBI
1 COUNTY, CC
ITED IMPACT REVI
\
/� E o
�`
618'194'
r
sa o/ 1R2.4/ -1- ��t1►]
��
I
+� ' e� TES W ��
-lRR ��
MDR>\it:-)
n /
FG:6181.71' @ 11
c
• sa sv o IRR 3�_
��
\ + +-V\
/
+ + /+ + UE( o•180.11'
• �Ft - W\is
��� .. \ +
- R FL:6181.18' • F e.:6 :1.94' ,l
+ + FG:61 ; 0.15 / `-cIf6`
R+ F
r
1 \
+
R TEL x �/ - .181.69' OS\
I
.6182.00' �` V
d��r
` _
f
+
-
FG.6176.30' +
o IRR uEL T� svc
sa
/ �®I
�
-
\lbw
��. L + -
�i
+ + + -
+ +/� - - - \
N W sa svc r�EL '. o -
/
l/ G /RR r\ UEL TE `_ o at -T ��
1j9 -1�
II
STORM WATER FG.6176.30' @ DRYWELL
I T: 0 1RR
6180 uE(
- j'
- -
- -
-1111
+ J�- 4t. • ' 83' lRR ` TEL
T TEL -_
I , 700 +
`
_
-
•()' TEL
` RR \
+ DETENTION + 1 +
/��+ 44,311
UEL UEL UEL c UEL E
; 0• PL \
�-
"1/ 0 SS - X
1FtgNGRA /\\
r0+ /�+ \ ��
\-p�TS_OUTFACE
r �o RIRR 6181.91 SNP-1°
�÷ f �w \)'6.58' - INTO GRASS SWALE
Maw FG:6180.8� •oo \ SGM \6I82
I 61 _ "_ p.7% �! E IRE: - - - - -�
6175
- -
A 4 - --- - �� ER'NLIN / \
OP X
,111
= -_ 1. / ssi - X --� _\ ---- ,_
ILin
E _ t1 �-- x 2.�1Z4-618o 9% �...
- =
/Lo
- -i618__ _r` + 1 6178
�- ��
-_-_
��n//_`r 24"WIDE FLUSH RIBBON -�- _\
-4�
-- - FG:617�99�� 3.1/
_� �:
-_ r\//
-�X�f --_\------�
iy�!1�� -� _ ---
- --v -v
�i
Q
-�
-
�-
:. i- + -_- + �-,- \� + + ,•_C_
- ---' -
J - CURB ------_--� �- - -\ ---�_ -----
"
�� \\
-
_ -_ -3,- -max__ -- __- -- f - _ - -- ----
J
_ ___
--
���
-
_ PROPERTYLINE(RE:SGMPLAT)� _� FL:617�. 8� -�� ---__ -- ---- ----
-------_-
I
- - _ --- -
o - - - �'_
_ - - - \ •.■ � UT XUT XUT XUT XUL
SHALLOW UTILITY SERVICES EXISTING DRY STACK XUT XUT
ARBLE S
PAR
GARI
\„ j\ Io
.T - - - XUT XUT - XUT XUT xffT xuT 1
XUT - - -
AUT
\ TO THE BUILDING - i L WALL TO REMAIN. -xU MIT- XUT XUT XUT / \ / \ / \
,
\ XUT T- - ` - - - -
xui - `--6174--/
o
�
XLT
NEW3PHASEPOWERPOLE
XLLT_- -X� _ _ _ ___----- --�J
--------- ----� EXISTING STORM INCDOTROW. ----
__-`
Mr w --- -
GRAPHIC SCALE
,
HIGHWAY 82 20 0 10 20 40 80
LT;
III o
_
0
(IN FEET) z
1 inch 20 ft.
G
SITE IMPROVEMENTS
=
LEGEND GRADING & DRAINAGE NOTES: EROSION CONTROL NOTES:
1. EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 1 FT INTERVAL, BASED ON SOPRIS ENGINEERING FIELD TOPOGRAPHY PERFORMED IN 2018. 1. CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION.
SWALE OR
-> > > >- PROPOSED
DITCH 2. PROPOSED CONTOURS ARE AT 1 FT INTERVALS. 2. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES.
STORM SEWER
PROPOSED
Iiiii PROPOSED
STORM INLET 3. GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY FROM 3. DUST CAUSED BY DEMOLITION, EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS
PROPOSED
ASPHALT PAVEMENT EXTERIOR WALLS. EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED
PROPOSED
CONCRETE/SIDEWALK TO THE COUNTY'S SATISFACTION.
10' MAX. C. TO C. 36" MIN. FENCE POSTS,
PROPOSED
- EXISTING EASEMENT
SNOW STORAGE AREA 4. CONTRACTOR TO VERIFY GRADES ACROSS SITE TO ENSURE THAT THE INSTALLATION OF THE GRADING & DRAINAGE IMPROVEMENTS ARE IN
COMPLIANCE WITH THE INTENT OF THE DESIGN RECOMMENDATIONS ILLUSTRATED HEREIN AND ON THE DRAINAGE PLAN. THE ENGINEER OF 4. BMP'S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING AND/OR DEMOLITION ACTIVITIES COMMENCE.
RECORD SHOULD BE MADE AWARE OF ANY EXISTING GRADES THAT MAY IMPEDE THE CONSTRUCTION OF THE GRADING AND DRAINAGE
DRIVEN MIN. 16" INTO
GROUND
EXISTING PROPERTY
- - -EXISTING SETBACK
EXISTING LEGEND
LINE I I
LINE IMPROVEMENTS. 5 STORMWATER DISCHARGE FROM CONSTRUCTION N ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE, 0R MEASURABLY CONTRIBUTE T AN
II
EXCEEDANCE OF ANY WATER QUALITY STANDARD.
5. DOWNSPOUT FOR BUILDING ROOF DRAIN SYSTEM TO BE COORDINATED WITH THE ARCHITECT AND MECHANICAL ENGINEER. �i I I
6. CONSTRUCTION SHALL BE PHASED IN A MANNER TO LIMIT EARTH DISTURBING ACTIVITIES I.E. THE ENTIRE PROJECT SITE SHOULD NOT BE DISTURBED IF II
(
CONSTRUCTION WILL ONLY BE OCCURRING IN ONE PARTICULAR SECTION).
6. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ACTIVITY ENVELOPE, THE CONTRACTOR SHALL NOT )
G OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. I
I
••4333:•333333:••J333:•33:•333:•33:5333333:❖33:•:3:•33:•:•J3333:••J33::333:•333333:••J:i•.
•i4•.00❖.O❖.O.O.O•.0•0.00❖.0•0.00❖.O❖.Oy.O❖.❖0.00•.O❖.00❖.O.O.O❖.•.00O; :�:�
:•33
,,............................❖.❖.❖.❖.3❖.❖.❖.❖.❖..;.❖.❖.❖.❖..❖..❖.❖.❖... ,
�lTj•
.
I I
I •i'i`i
I I
I I ......
III �ias
ies:
i
W
J
-
LL
O
� 2
_
EXISTING CONTOUR
7. SEDIMENT CAUSED BY ACCELERATEDSOIL EROSION BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVESTHECONSTRUCTION ITE. _
C US CC SHALL0 00 S �J,� ,,,,,,, .„ .............. - .;.
W 1 f
7. CONTRACTOR SHALL PROTECT ALL EXISTING TREES THAT ARE TO REMAIN.
r
�1=
-
w
��
EXISTING CONTOUR
F10�1 1
INTERVAL 1 • •
7900
8. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT PROTECTION TO
8" MIN.
DATE
REVISION
> > > > EXISTING SWALE
STORM
OR DITCH 8• THE UTILITIES AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS. FA,0.
SEWER V
XSD XSD EXISTING
UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION.
EXISTING EASEMENT
9. THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES (BMP'S) DUE TO CHANGES IN
DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP'S.
- - EXISTING PROPERTY
LINE 9. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. 36" MIN. FENCE POST
- SETBACK
STBK EXISTING
(XX')
x x EXISTING WIRE
FENCE 10. ALL SITE RETAINING WALLS BY OTHERS. 10. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP'S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT) A MINIMUM OF
EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACE EROSION.
11. ALL STORM PIPES SHALL BE GASKETED PVC SDR-35 OR AS NOTED ON PLANS. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE. 11. THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY COUNTY STAFF. INSPECTION REPORTS MUST IDENTIFY ANY
20"
MIN.
SPOT ELEVATION LEGEND
INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT.
12. PROVIDE A CLEANOUT WITH FRAME AND GRATE AT ALL DOWNSPOUT LOCATIONS AND A MINIMUM OF 150 FT. IF INLETS ARE NOT PROVIDED. GRATE FLCVL
UNDISTURBED GROUND
COVERS TO BE 4" BRASS WITH "STORM" EMBEDDED ON COVER. 12. STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT BEHIND ANOTHER BMP
BOW = BOTTOM OF WALL
SUCH AS SILT FENCE).
EOA = EDGE OF ASPHALT
13. ALL INLETS, TRENCH DRAINS AND BASINS WITHIN THE DRIVEWAY SHALL BE TRAFFIC RATED PER MANUFACTURERS REQUIREMENTS. EMBED FILTER CLOTH
13. BMP'S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. MIN. 8" INTO GROUND
16" MIN.
EX = EXISTING GRADE
FFE = FINISHED FLOOR ELEVATION
14. INSTALL RODENT SCREENS AND OUTFALL PROTECTION AT THE OUTFALL OF ALL DRAIN LINES.
i
FG = FINISHED GRADE
FL = FLOW LINE
14. ALL BMP'S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED.
15. CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. SILT FENCE DETAIL
HP = HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
= RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
15. A VEHICLE TRACKING PAD (VTP) AND/OR STABILIZED STAGING AREAS SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK -OUT ONTO CITY STREETS. IF NOTES:
16. HEAT TAPE SHALL BE PROVIDED FOR ALL DAYLIGHT PIPES AND PIPES THAT ARE BURIED LESS THAN 42" FROM FINAL GRADE. TRACK -OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS. 1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES.81RIM
16. ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROM FLOW LINES OF STREET, SWALES, 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY
RAIN GARDENS & AWAY FROM INLETS. 24"AT TOP AND MID SECTION. r
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
z o/ 17. STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACT WITH THE PILE AND POTENTIALLY OVERLAPPED BY SIX INCHES AND FOLDED. ,
" below.
TITLE
GRADING &
DRAINAGE PLAN
DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 7900.00' =
- WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED Know what's
XXX:xxx.xx' BARRIER TO PREVENT WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR WHEN "BULGES" DEVELOP IN THE SILT FENCE. Cal I before you dig.
HAVE MUCLH/MULCH TACKIFIER APPLIED.
POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD. CALL 2-BUSINESS DAYS IN ADVANCE
TOC:7900.00' BEFORE YOU DIG, GRADE, OR EXCAVATE
18. EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. FOR THE MAEMB ROUNDERGROUND
UTILITIES
DRAWING NO.
C-1.0
Z O