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AREA GRANS SHALL DISCHARGE
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om u er i e n orma Ton n ex o evlsions ALPINE � VAIL PLAZA HOTEL Project No.
Creo6an Date: „ /,6 /zooa Initials: OLL STORM DRAINAGE PLAN
Last Moaification Cate: x/26/2006 Initials: DLL Q - 0259 CONTINENTAL COURT, #205 12100.0
— — _ BRECKENRIDGE, COLORADO 80424
Full Path: P: \Vail Plozo Hotel \dw9 \COOT\ = - P.O. BOX 4603 FRISCO, COLORADO 80443 Designer. D.L. Leinweber structure
Drawing File Name: VPH_STORM71:dwg • 970 453 -6064 FAX 453 -6631 Numbers
Detailer. -- D.L. Leinweber
ENGINEERING INC
ACAD V., 2002 Scale: 1 " =30' Units: English Sheet Subset: Storm Oralnaae Subset Sheets: t of 9 Sheet Number
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Computer I e n orma Ion
Index
o Revisions
ALPINE VAIL PLAZA HOTEL
_ 0259 CONTINENTAL COURT, #205
—_ — BRECKENRIDGE, COLORADO 80424
_ P.O. BOX 4603 • FRISCO, COLORADO 80443
_= =_ -� • 970 453 -6064 FAX 453 -6631 •
ENGINEERING INC
STORM DRAINAGE PROFILES
Project No.
reo
ction Date: 11 /l5/2ooa Initials Du
0
-
�
Last Modiri Lr— Date: 4/26 /2oo6 Wtlals: DLL
12100.0
Full Path: P: \Vail Pion Hotel \dwg \CDOT\
Deeigner. o.L. Leinweber
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.
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sheet S„bset: St— Drainage
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Computer File Information
Index
of ewswns
ALPINE' VAIL PLAZA HOTEL
-- 0259 CONTINENTAL COURT, #205
— BRECKENRIDGE, COLORADO 80424
= P.O. BOX 4603 • FRISCO, COLORADO 80443
_� =r- - - -_ • 970 453_ -6.064 FAX 453 -6631 •
ENGINLERING INC
STORM DRAINAGE PROFILES
Project No.
creation Date: II /I5/2004 uals: DLL
Q
Last Modification Date: 4/26/2006 Initials: DLL
Q
12100.0
Full Pot,: P:�Vall Pioza Hotel \dwg�CDOT\
Q
Designer: D.L. Lelnweber
straatare
Numbers
- -
- Drawing File -Name: VFH_STORMII.dwg
-Q
ACAD Ver. 2002 Scale: H:1 -20 V:I' =4' Units: English
Q
Muller.- D.L "Leinweber
Sheet Number 3 I
Sheet Subset: Storm Dmincigal
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FLO WFI LL
a
DATUM ELEV
8160.00
4 Lo
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0 +00
STORM SEWER RUN D
Computer File Information n ex o eves ons ALPINE VAIL PLAZA HOTEL _ Project No.
creation Date: 11/15/2004 Initials: DLL Q — STORM DRAINAGE PROFILES
Last Modification Date: 4/26/2006 Initials: DLL Q __ __ — - 0259 CONTINENTAL COURT, #205 12100.0
_ BRECKENRIDGE, COLORADO 80424
Full Path: P: \Vail Plaza Hotel \dwg \COOT\ Q = P.O. BOX 4603 FRISCO, COLORADO 80443 Designer: D.L Leinweber strua
Drawing. File Name:— . . _ - . VPH_STORM11.dwg - _ - - -- - • 970 453 -6064 FAX 453 -5631 • -- _ Numbers
Q - — Detwiler. D:L Leinweber
ACRD Ver. 2002 Scale: H:1 " =20' Y:7 " =4' Units: En lien ENGINEERING INC
- 9-- 0 Sheet Subset: - Storm Drainage Subset Sheets: 4 of 9
Sheet Number 4
/ TRENCH BACKFILC
CLASS 6
ROADBASE
UNDISTURBED \\
SOII \/
CULVERT PER PLAN \\
PIPE SUB GRADE � \
a
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0
0
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0
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CULVERT BEDDING
N.T.S.
uom uter rue Intormatlon Index of Revisions ALIa1NIE VAIL PLAZA HOTEL Project No.
Creation Date: 11/15/2004 nitials: DLL 0 — DETAIL SHEET
1. Last Modiflcatian Date: 4/26/2006 Wtials: DLL _ – = 0259 CONTINENTAL COURT, #205 12100.0
_ BRECKENRIDGE, COLORADO 80424
o_ Full Path: P: \Vail Plam Hotel \dwg \c00T\ P.O. BOX 4603 • FRISCO. COLORADO 80443 Deeign— D.L Leinweber stn,cwre _
j - - Drawing File Name:- VPH— C &D— DETSAAg- _ _ _ • 970 453 -6064 FAX 453 -6637 • Numbers.
nI Detail- D.L. Leinweber-
°- ACAD V- 2002 Scale: Units: English 0 __ ENGINEERING INC Sheet - Subset Storm oral aae Subset Sheets; 5 of 9 Sheet Number 5
SOLID COVER r
4" I l l 6,. 1 .
N
W
Q
6 -1 2
STEP HOLES
PRECAST BARREL RISER
C5
SECTION WITH STEPS
r
JOINT SEALANT: RUBBERNECK
/— OR APPROVED EQUAL
PIPE WITH GROUT
PRECAST OR POUR -IN -PLACE
MANHOLE BASE (SEE PLAN)
SEE DETAIL THIS SHEET
SECTIO�N�A —A
STORM SEWER MANHOLE
N.T.S.
... ,.... , GYIDIVIIJ ALPINE VAIL PLAZA HOTEL Project No.
aeatlan Date: x/15/2004 Initials: DLL F1'
DETAIL SHEET
Last Modiflcat;on pate: 4 /zs /zpo6 Initials: DLL O 0259 CONTINENTAL COURT, 1205 12100.0
BRECKENRIDGE, COLORADO 80424
Full Path: - _ P: \Vail Plaza Hotel \dwg \CDOT\ -0 = P.O. BOX 4503 • FRISCO, COLORADO 80443 Designer. n.l. lemweber st.a�ta.a
Drawing File Name: WH_C &D— DETS:dwg � _ 970 453 -6064 FAX 453 -6631 petailer. p.L. Leinweber rvambers
ACAD Ver. 2002 wale: Unit: English G ENGINEERING INC sheet 5abeet, Stan„ Dr haget subset Shecta: 6 ,r 9 Sheet Number 6 I
3
w
0
m°
0
U
3
i
BAR LIST FOR H =3' —O"
MARK
N0.
.DIMENSIONS
LENGTH
REO'D
X Y
401
4
A
402
2
403
5
2' -1 /2'
•2' -7”
T 2 1%2'
4'-3-1/2"
23 g
23" 311/8°
11/8 "7 1' i
441/
481/6 1'
♦ WHEN BITUMINOUS MATERIAL IS TO -
FRAME, TO THE EDGE OF THE GRATING 1i /Ii I 'I- — 39Y /R" SECTION F —F
FRAME, CONCRETE MAY BE DEPRESSED. � B
4,_0„ PLAN OF TYPE 13 INLET FOR GUTTER TYPE
♦�7- —.. 4' -3112 ♦ 41/1fi �{ F40 "�1 Lt°
A g"
SECTION E —E
6°
NO. 13 GRATING & FRAMES
a 6 1/
•• . l . F 351/2 . (s _
N 8" APPROX. WEIGHT 500 LBS.
]I 8" —
H �rnl <ol 3 .
CORNERS RFJJEVED
w r H '. MAX. 7' TO PREVENT ROCKING /16 -
• - Y 403 �3e 2/10"
2°
o ® 3° A
US —TYP.
A 1°
X —I X D D
+ + A 221/z A 7.
4%
__ ro — . • Y 402 —)�
8' —
3/4
402 ® X C 31/2
8 "O.C. 403 ®8' O.C. ALL DIMENSIONS ARE OUT —TO -CUT OF BAR. SECTION B —B SECTION A —A BENDING DIAGRAM SECTION C —C
GENERAL NOTES i9ii
- 1. CONCRETE SHALL BE CLASS B. INLET MAY BE ClS7 —IN —PUCE -
A= 13 /y
OR PRECAST. - I B = 1111/76
2. CAST —IN —PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. - �At� C = 715/16
3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/41N. SECTION D —D
4. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. NO. 13 GRATE
MINIMUM CLEARANCE ALL REINFORCING BARS SHALL BE EPDXY COATED. -
5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION °H° EXCEEDS -
3 Fr.-6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 190. NOTE: REFER TO M -`& S STANDARD PLANS FOR ADDITIONAL DETAILS
6. All GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON
To MTHMING TO 2006. GRATES AND FRAMES SHALL BE DESIGNED CONCRETE ' N ■ E T TYPE
TO WITHSTAND HS 20 LOADING. @.r E a�
N.T.S.
om u er I e Information n ex o evis ons /q_p� ® VAIL PLAZA HOTEL
Creation Date: 11/15/2004 Initials: ULL Q ALPINS - Project No.
Last Madifc U— Date: 4/26/2005 Initials: DLL Q 0259 CONTINENTAL COURT, #205 DETAIL SHEET
BRECKENRIDGE, COLORADO 80424- 12100.0
Full Path: P: \Vail Plaza Hotel \dwg \COOT\ Q - — P.O. BOX 4603 • FRISCO, COLORADO 80443 Designer. D.L. Leinweber structure
Droving File Name: wH_c &D— pEis.dwg Q • 9/0 453 -6064 FAX 453 -6631 • pemaer: D. Lemwener Numbers
ACAD Ver. 20D2 Scale; Units: English Q ENGINEERING INC - „ee; sunset: st�1 D�,a9e, Fab, ;sheet ": 7 „a Sheet Numbe- 7
AA
A
2'
-0" L
ADD 6 IN. TO THIS DIMENSION FOR EACH 6 IN. INCREASE 4'
-0"
-
OF "H" OVER 3 FT. -0 IN.
—
1 x 45°
NOTE:
GUTTER
SEE PLAN DETAILS FOR LOCATION AND
SIZE OF PIPE
2'
-0"
-
TYPE 2
_.
23 g
23" 311/8°
11/8 "7 1' i
441/
481/6 1'
♦ WHEN BITUMINOUS MATERIAL IS TO -
FRAME, TO THE EDGE OF THE GRATING 1i /Ii I 'I- — 39Y /R" SECTION F —F
FRAME, CONCRETE MAY BE DEPRESSED. � B
4,_0„ PLAN OF TYPE 13 INLET FOR GUTTER TYPE
♦�7- —.. 4' -3112 ♦ 41/1fi �{ F40 "�1 Lt°
A g"
SECTION E —E
6°
NO. 13 GRATING & FRAMES
a 6 1/
•• . l . F 351/2 . (s _
N 8" APPROX. WEIGHT 500 LBS.
]I 8" —
H �rnl <ol 3 .
CORNERS RFJJEVED
w r H '. MAX. 7' TO PREVENT ROCKING /16 -
• - Y 403 �3e 2/10"
2°
o ® 3° A
US —TYP.
A 1°
X —I X D D
+ + A 221/z A 7.
4%
__ ro — . • Y 402 —)�
8' —
3/4
402 ® X C 31/2
8 "O.C. 403 ®8' O.C. ALL DIMENSIONS ARE OUT —TO -CUT OF BAR. SECTION B —B SECTION A —A BENDING DIAGRAM SECTION C —C
GENERAL NOTES i9ii
- 1. CONCRETE SHALL BE CLASS B. INLET MAY BE ClS7 —IN —PUCE -
A= 13 /y
OR PRECAST. - I B = 1111/76
2. CAST —IN —PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. - �At� C = 715/16
3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/41N. SECTION D —D
4. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. NO. 13 GRATE
MINIMUM CLEARANCE ALL REINFORCING BARS SHALL BE EPDXY COATED. -
5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION °H° EXCEEDS -
3 Fr.-6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 190. NOTE: REFER TO M -`& S STANDARD PLANS FOR ADDITIONAL DETAILS
6. All GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON
To MTHMING TO 2006. GRATES AND FRAMES SHALL BE DESIGNED CONCRETE ' N ■ E T TYPE
TO WITHSTAND HS 20 LOADING. @.r E a�
N.T.S.
om u er I e Information n ex o evis ons /q_p� ® VAIL PLAZA HOTEL
Creation Date: 11/15/2004 Initials: ULL Q ALPINS - Project No.
Last Madifc U— Date: 4/26/2005 Initials: DLL Q 0259 CONTINENTAL COURT, #205 DETAIL SHEET
BRECKENRIDGE, COLORADO 80424- 12100.0
Full Path: P: \Vail Plaza Hotel \dwg \COOT\ Q - — P.O. BOX 4603 • FRISCO, COLORADO 80443 Designer. D.L. Leinweber structure
Droving File Name: wH_c &D— pEis.dwg Q • 9/0 453 -6064 FAX 453 -6631 • pemaer: D. Lemwener Numbers
ACAD Ver. 20D2 Scale; Units: English Q ENGINEERING INC - „ee; sunset: st�1 D�,a9e, Fab, ;sheet ": 7 „a Sheet Numbe- 7
AI
361
FACE OF ID.C.
CURB, T
B --I
6' -4 "-
L =5' -0"
O.C. 5 -1 /2"
501
ONE 1 -1/4" DI
IN 5' INLET
TRANSITION B J
GUTTER
—3'
TYPICAL PLAN VIEW
PAY LENGTH = 5 FEET
409
A
_503
L=
L =10
18" TO
STA.PL L -5'
`CUT OFF OR BEND BARS TO CL E R MANHOLE.
- 409 601 ANHOLE 503- 409
8" 40
... •.
1
°r 601 2 °CUR.3
CURB FAC 11L•E
2 —SEC. IIB_r
401
"CLR.
1
L4!1 '.
�.
3 "CLR —.�1 '0 C.
All H
2 :1
l..
or15'�H <5'
.`
8 "y
. ° 9 "O.C. TYP
403
oT
40T
403
1401
9 tO.C.
1
403
12"
f-I3 "CLR. 40` 40
I(� 6 "O. C. _x 6 "O. C.
III 6 —g„
SECTION A —A REGULAR INLET
NOTE: REFER TO M & S STANDARD PLANS FOR ADDITIONAL DETAILS
CURB INLET TYPE v`
N.T.S. SECTIONS C —r, & D —D
(DOTTED BARS ARE IN SECTION D —D)
VAIL PLAZA HOTEL Project No.
0259 CONTINENTAL COURT, (1205 DETAIL SHEET
BRECKENRIDGE, COLORADO 80424 12100.0
P.O. BOX 4603 • FRISCO, COLORADO 80443 Designer. Leinweber stmcture
• 970 453 -6064 - FAX 453 -6531 • Detallec D.L. Leinweber Numbers
Sheet Subset: Strain Drainoca l Subset Sheets 8 of 9 Sheet number
A 2" DIAMETER TEMPORARY
HOLE FOR DRAINAGE SHALL
BE PLACED AT SUBGRADE
ELEVATION OR A MINIMUM
THREE INCHES BELOW
ROAD BASE. THE HOLE
SHALL BE PLUGGED WITH
CONCRETE BEFORE
ACCEPTANCE OF THE
INLET.
Creation Date: 11/15/2004 I
SEE CHANNEL LAYOUT ON SHEET 2.
B'
3° 8E 8.5
1 -1/2 ' 4° hNO.4 BAR
TH5,� 18" LONG
(TYPE
CURB FAC 11L•E
2 —SEC. IIB_r
'
8
('4 ) I
1
L4!1 '.
�.
12: 1
2 :1
l..
1 -1/2" PIPE SPACER -
8
10"
4"
1 01-1/4 L'9C1 NUT
" GALV. STEEL ROD
2 —6" O.C.
EMBEDMENT
�4
3 "x3 "x3/8 " PLATE
FACE
VCURB
ASSEMBLY
ENTIRE ASSEMBLY
PLACE
CONCRETE.
BEFORE POURING
A 2" DIAMETER TEMPORARY
HOLE FOR DRAINAGE SHALL
BE PLACED AT SUBGRADE
ELEVATION OR A MINIMUM
THREE INCHES BELOW
ROAD BASE. THE HOLE
SHALL BE PLUGGED WITH
CONCRETE BEFORE
ACCEPTANCE OF THE
INLET.
Creation Date: 11/15/2004 I
Initials: DLL O
O B
4"
a
a
i
m
=1
0
0
U_
6 "O.C. 6 "O.C. V v
SECTION B -B
TYPICAL END VIEW
INLET
5' TRANSITION
: WHEN A TYPE R
INLET IS USED WITH
MOUNTABLE CURB AND
GUTTER, 5 FT. TRANSITION MOUNTABLE
SHALL BE CONSTRUCTED. CURB FACE
TRANSITION SHALL BE PAID
FOR AS CURB AND GUTTER. MOUNTABLE
CURB AND GUTTER
TRANSITION CURB
0- FOR A V -0" PAN SLOPE 2" PER FT.
NOTE: MANHOLE RING & COVER, STATION POINT
AND OUTFLOW PIPE SHALL BE LOCATED
AT THC SAME END OF THE INLET.
NOTE: REFER TO M &S STANDARD Pe TYPE ADDITIONAL DETAILS
CUR INLE i n n
N.T.S.
e�eotion Date: n /ts /zoo4 Initial :: Du_
Last ModiFlaation Date: 4/26/2006 Initials: DLL O
Fuil Path: P: \Voil Plaza Hotel \dwg \CDOT\ O
Drawing File Name: VPH— G &D— DETS.dwg
ACRD Ver. 2002 Scale: Units: Enarsh
ENGINEERING INC
TABLE ONE BAR LIST FOR CURB INLETS, TYPF "R"
MARK
DIA
IN.
0. C.
SPACING
TYPE
ALL INLETS
NO.REQ'D.
ENGTH
401
11"
[1
1 15
402
11"
II
7
403
9"
II
4' *10"
405
6 "
VI
11
6' -10"
406
1/2„
6 " _
9 "
VIII
7
V -10"
407
II
*
5' -10"
408
12
H
3
W -10"
409
—6"
II
6
5' -10"
410
11„
VII
411
11"
II
412
11"
II
413
9 "
II
501
�+
5 -1/2'
IV
11
3' -4"
502
55�"
503
' -6"
504
(
4
- _
%1/22
' -10"
' -10"
* VARIABLE, REFER TO TABLE TWO
4 INCLUDE 18" NO. 4, BARS (SEE CHANNEL LAYOUT DETAIL).
.r SEE CURB FACE ASSEMBLY AND CHANNEL LAYOUT DETAILS.
GENERAL NOTES -
1. ALL CONCRETE SHALL BE CLASS B.
2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 IN. THICK.
3. INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199.
4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WFLOING.
5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. CURB AND GUTTER
CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND
THE TRANSITION GUTTER:
6. - REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIMUM
CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED.
7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL.
8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST
IRON CONFORMING TO 712.06.
9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE
TYPICAL. ACIUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT
SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY
PIPES.
10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL CONFORM TO THE REQUIREMENTS
OF 712.06.
VAIL PLAZA HOTEL DETAIL SHEET Project No.
0259 CONTINENTAL COURT, #205 12100.0
BRFCKFNRIDGE, COLORADO 80424
P.O. BOX 4603 • FRISCO, CCLORADO 80443 Designer: D.L. Leinweber stm�tare
• 970 453 -6064 FAX 453 --6631 • Detailer. D.L Lein—bed Numbers
Sheet Subset: Stb DruinQuel Subset Sheets: 9 of 9 Sheet rvamner 9
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