2009-08-27_REVISION - M1983176 ‎(6)‎

• Permit No: M1983176
• IBM Index Class Name: Revision
• Doc Date: 8/27/2009
• Doc Name: Perimeter Drain Plan & Profile
• From: Asphalt Specialties
• To: DRMS
• Type & Sequence: AM4
• Media Type: M
• Archive: No

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Contour Interval = 2ft
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PHASE I - TRENCHED PERIMETER DRAIN( PROFILE
Vertical Scale (FT) 0 110 20 23
-
Horizontal Scale (FT) 0 100 200
5£30
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LEGEND:
5020 L
z - GROUND SURFACE (1201999)
a
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5010 L
- - - -- PR ?POSED vEKiiVIETER DRAIN ALIGNMENT
— - - — SOUTH PLATTE RIVER BANK (12/2/1999)
5000
4990
16+00 17 +00 18 +00 19 +p0 20+00 21 +00 22+00 -�3 +00 24 +00 25 +00 26+0€3 27 +00 23 +00 29 +00 30+00 31 +00 32 +00
PHASE 11- HIGHWALL PERIMETER DRAIN PROFILE, 2 /
Vertical Scale (FT) 0 10 20 \ 4
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4 +00
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8 +00
1213377.00
3177713.65
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1 11 +74.52
1- 213696.19
31- 77�3(i1.23
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LEXTENT OF
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PHASE I - TRENCHED PERIMETER DRAIN( PROFILE
Vertical Scale (FT) 0 110 20 23
-
Horizontal Scale (FT) 0 100 200
5£30
cawl
c
s
• `. fin, 1 \ ��
_ ----------- PHASE ll DRAIN i 4
- PIPE _ ��>< PIPE TERMINATION 2 3
CLEANOUT-8 '
CLEANOUT-9= ��� /
-
O
8�y+ 291
LEGEND:
5020 L
z - GROUND SURFACE (1201999)
a
Q - - PROPERTY LINE
5010 L
- - - -- PR ?POSED vEKiiVIETER DRAIN ALIGNMENT
— - - — SOUTH PLATTE RIVER BANK (12/2/1999)
5000
4990
16+00 17 +00 18 +00 19 +p0 20+00 21 +00 22+00 -�3 +00 24 +00 25 +00 26+0€3 27 +00 23 +00 29 +00 30+00 31 +00 32 +00
PHASE 11- HIGHWALL PERIMETER DRAIN PROFILE, 2 /
Vertical Scale (FT) 0 10 20 \ 4
Horlzur"lSc;aie:(FT) U 1uu - -... zoo
5030
r;nan
I-
LL
z
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5010 Q
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5000
.._�
G eanout ('able - Phase I i
#
CO -1
i Station
0 +00
Worthing
1212694.87
Lasting
3177295.68
C0-2
4 +00
1213035.93
3177'504.66
CO -3
8 +00
1213377.00
3177713.65
I: G0 4
1 11 +74.52
1- 213696.19
31- 77�3(i1.23
NOTES:
1. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES,
2. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321• "STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS ", LATEST ADDITION.
3. CARE SHOULD BE TAKEN TO PREVENT OTHER MATERIALS FROM MIXING WITH THE PERIMETER DRAIN BEDDING. ANY SOILS
OR OTHER OBJECTIONABLE MATERIALS NOT CONSISTENT WITH THE PERIMETER DRAIN BEDDING GRADATION
SPECIF ICAI IONS SHALL BE IMMEDIATELY REMOVED,
4. GRADATIONS OF BEDDING MATIERIALS SHALL BE SUBMITTED PRIOR TO CONSTRUCTION.
5. THE LOCATION OF THE HIGHWALL PERIMETER DRAIN IS SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL
PLACE THE PERIMETER DRAIN ALONG THE EXISTING EXCAVATION SLOPE ACCORDING TO THE DETAILS.
6. THE LOCATIONS OF THE CLEANIOUTS IN PHASE 11 ARE APPROXIMATE. THEY ARE TO BE SPACED NO FURTHER THEN 400
FEE I AFAR I`.
7. PERMITS AND COORDINATION VVITH URBAN DRAINAGE AND FLOOD CONTROL NEEDED PRIOR TO INSTALLING RIVER
DISCHARGE.
8. PHASE I - ADJUST ALIGNMENT TOWARDS PROPERTY LINE TO KEEP DRAIN IN CONTACT WITH NATIVE SAND AND GRAVEL.
BAR IS QN� INCH ON
ORIGINAL DRAWING
0�9•.
IF NOT ONE INCH ON
THIS SHEET. ADJUST
SCALES ACCORDINGLY.
SPEER PIT
REVISIONS I --
DESCRIPTION DATE BY
PERIMETER DRAIN PLAN & PROFILE
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