HomeMy WebLinkAboutEAST VINE DRIVE BOX CULVERTS - Filed BC-BRIDGES & CULVERTS - 2007-03-096e
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AS- CONSTRUCTLI)
90% UESIGN
R(V DESCRIFMON OF REVISION
CONSTP,*UCTION DF'YPWIIQ?CsS
FOR
El AST VITE P] TITr-!4 POria CULVR�4I9TiS
PREPARED FOR
CITY OF FORT COLLINS
LAP.SMER COUNTY, COLORADO
PREPARED BY
CORPORATION
VICINITY MAP
0 0.5 1
SCALE IN MILLS
CITY OF FORT COLLINS UTILITIES
700 WOOD STREET
FORT COLLINS, CO 80522
GGG 5/31/06 URS CENTER
(970) 221-6700 8181 E. TUFTS AVENUE
GGG 6/26/05 Cat C>; l'ol i k-o)i)ns DENVER, CO 80237-2637
BY DATE (303) 694-2770
N
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AS -CONSTRUCTED
GNED: ADT -- ncv,oivii
�. VINE DRIVE BOX CULVERTS LARIMER COUNTY, CO. 2
ADT
PRDJECT 22236040
DKED' GGG
i REYI GSA : DRhWiNC
JECT MAR,\(:ER. _ TITLE PAGE AND LOCATION MAPS 01
GOA SHEET 01 OF 13
" 5/31/06
0 o 2 `i -�
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14
cI,? INN tiPll I - A18'11 1
STATION 0+03.92
N 134331.79 STATION 1+09.32
E 201907.06 AIR RELEASE MANHOLE
coo 12"x 14" TRANSITION COUPLING N 134333.60
ao (SEE NOTE 3) E 202012.44
PROPOSED CONCRETE WALL
v & i.: STATION 0+19t (TYP. OF 4)
W 12" MJ GATE VALVE t: a.
12" 45'
V N 134332.68
VERTICAL BENDS
E 201962.05 of N 134334.74 0
� E 202075.20 rn
0 12" 45'
o VERTICAL
ENDS STATION ATE V STATION 2+27.11
12" MJ GATE VALVE N 134335.75
" E 202130.19
12"x 14" TRANSITION COUPLING
(SEE NOTE 3)
4940 _
----- — _ - — 2+00
0+0
— r — — -
r---_rW
_ _ _ _
—VINE pRiVE `
ELCO 14" TRANSITE WATER LINE REINFORCED CONCR EDGE OF PAVEMENT (EXISTING)
2" FTC L&P ELECTRIC DUCT DIRECTLY ON TOP OF BOX CULVERTS—
2'x 2' CONCRETE ENCASED ELECTRICAL DUCT OWEST TELECOMMUNICATIONS VAULT — — -- --- = L-----L---`- -- `--- —`— —` —`
— _ _ _—_L - - --- ----- -G— _
L L
Eo-.._—._--ro----:-ro---- .-m----�-- I�2--E"---'--ra----- 'C r;--�- ram- �- - - - - - - - - - -
IL
FIBER OPTIC
DUCTS - OWEST Y A
---' -- ----- ---------
--------- ---
----------- --
0
NOTE:
NO ON -SITE MEASUREMENTS WERE
TAKEN ALONG WATER LINE DURING OR
AFTER INSTALLATION. ALL
DIMENSIONS AND STATIONING ARE
APPROXIMATE AS SHOWN.
R
1-111 UN IUM: CLr-V.= •hy4'4.00
PROJECT DATUM: ELEV.= 4944.90
A PROPOSED RAILROAD BRIDGE
CU-20
r
.P
•BURLINGTON NORTH
IFA
FE RAILROAD
M
9
M
3 HORIZ. 7� 7
0 5 10
VERT. -
SCALE IN FEET
NOTES:
1. SLOPE OF EXISTING ELCO 14" TRANSITE PIPE IS UNKNOWN.
SLOPE OF VINE DRIVE USED TO ESTIMATE PIPE SLOPE
ASSUMING DEPTH OF COVER IS CONSTANT.
2. CONTRACTOR RESPONSIBLE FOR CUTTING, AND REMOVING
AND DISPOSING OF 14" TRANSITE PIPE.
3. DRESSER STYLE 253 TRANSITION COUPLING.
ACP O.D. IS 16.70".
4. RESTRAIN ALL JOINTS.
DRAWINGS OF RECORD
These Drawings of Record have been prepared based upon
information submitted by the CONTRACTOR. While this
Information Is believed to be reliable, Stantec is not responsible
for its accuracy, nor for errors or omissions which may have
been incorporated into this document as a result.
NOTE: ABOVE AS-CONSRUCTED
MEASUREMENTS MADE BY URS.
76"
COMCA$f F.O. CONDUIT
OWEST 200 PAIR TELE CABLE
COMCAST COAXIAL CABLE
CONDUIT
ELCO 12" WATERLINE
GASLINE (HIGH PRESSURE)
FE RAILROAD
M
9
M
3 HORIZ. 7� 7
0 5 10
VERT. -
SCALE IN FEET
NOTES:
1. SLOPE OF EXISTING ELCO 14" TRANSITE PIPE IS UNKNOWN.
SLOPE OF VINE DRIVE USED TO ESTIMATE PIPE SLOPE
ASSUMING DEPTH OF COVER IS CONSTANT.
2. CONTRACTOR RESPONSIBLE FOR CUTTING, AND REMOVING
AND DISPOSING OF 14" TRANSITE PIPE.
3. DRESSER STYLE 253 TRANSITION COUPLING.
ACP O.D. IS 16.70".
4. RESTRAIN ALL JOINTS.
DRAWINGS OF RECORD
These Drawings of Record have been prepared based upon
information submitted by the CONTRACTOR. While this
Information Is believed to be reliable, Stantec is not responsible
for its accuracy, nor for errors or omissions which may have
been incorporated into this document as a result.
NOTE: ABOVE AS-CONSRUCTED
MEASUREMENTS MADE BY URS.
76"
COMCA$f F.O. CONDUIT
OWEST 200 PAIR TELE CABLE
COMCAST COAXIAL CABLE
CONDUIT
ELCO 12" WATERLINE
GASLINE (HIGH PRESSURE)
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Permit -Seal
Project Nurnbec
File Nome: cu201
'.M. DECKER D. SItAR D. SILAR 06/_26/05
Dwn. Chkd Dsan YY.MM.DD
Drawing No. CU-201
Revision Sheet
1 9 of 13
AIR RELEASE
MANHOLE
PLAN
WD RAIL
I;"
AIR RELEASE MANHOLE LOCATION DETAIL
N TS
Y
SECTION 1v1 `. ��.,
12" DIP
GROUT (TYP)
4' DIA. MANHOLE
MANHOLE OPENING ASTM C478 CONCRETE
/ �� • fc=4000psi
12"x 12"x 6" TEE 1" AIR RELEASE
/ , VALVE WITH 1" TAP
a t
1 0�
SOUTH EDGE a+
OF MANHOLE
LID EL. 4944.45
N 134334.18
E 202012.44
PLAN
FROST —PROOF MANHOLE
FRAME AND COVER (NEENAH
R-1758 SERIES) CAST FRAME
INTO TOP
4' DIA. FLAT PRECAST
CONCRETE TOP RATED FOR PREFORMED
ASSHTO HS-25 LOADING GASKET
6"
"RUB—R—NEK"
JOINT SEALER
1" AIR RELEASE
VALVE
2" THICK STYROFOAM
INSULATION —
(TYP)
SHIM MANHOLE TO REFLECT
CROSS SLOPE OF PAVEMENT.
GROUT ALL VOIDES UNDER
BARREL OF MANHOLE.
DRAWINGS OF RECORD .
These Drawings of Record have been prepared based upon
Information submitted by the CONTRACTOR. While this
information is believed to be reliable, Stantec is not responsible
for its accuracy, nor for errors or omissions which may have
been incorporated into this document as a result.
NORTH EDGE /-vk
OF MANHOLE
LID EL. 4644.41
N 134336.01
E 202012.44
FINISHED GRADE
12" MJ x 6" FLANGED TEE w/
6" BLIND FLANGE (TAP CENTER
OF BLIND FLANGE w/ 1" TAP
FOR 1" CORPORATION STOP
INSTALLATION)
12" DIP
GROUT (TYP)
A PLY —BOARD
PROPOSED CONCRETE
1 —x BOX CULVERT
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ELCO 14" WATERLINE AIR RELEASE
VAULT
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ACCEPTABLE AIR RELEASE VALVES:
nn +" A1f]T Alo VEP�T VALVE, 6 69 w/ �!" 9RIr16E
1
!`I A \/AI +° AOT A10 OCI CACC \/AI VC CCOICC
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PROVIDED BY HUGHES SUPPLY
k
— D-040 3a" 1"COMBINATION AIR VALVE "BARAK",
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TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
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LOWER LIMIT OF
TRENCH WALL
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SLOPING
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12 IN. MIN.
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BEDDING
GRANULAR MATERIAL
-
(CLASS 67)
1_
PIPE O.D.
Pefrtlfl-Seal
_
\
IN.
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
NOTE:
GRANULAR BEDDING MATERIAL SHALL BE
A MINIMUM OF 4 INCHES
BELOW
BOTTOM OF PIPE AND A
MINIMUM OF 12
INCHES ABOVE TOP OF PIPE.
WATER MAIN
BEDDING
REQUIREMENTS
(DIP)
NTS
Project Number:
File Nome: cu202
M. DECKER D. SILAR D. SILAR 06/26/05
Dwn. Chkd. Dsan. YY.MM.DD
Drawing No. CU-202
RevOision sheet 10 of 13
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Project Number:
File Nome: 00051c-203st
90% JUNE 26. 20
--ow, Chkd DsOn. YY MM.OD
Drawing No. C-203
Revision
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Sheet
11 of 13
26+50
ROW
HEADWALL (TYP)
(SEE STRUCTURAL HEADWALL (TYP)
DRAWINGS) (SEE STRUCTURAL
28+50 DRAWINGS)
LnI 0,
It 4.1
ROW 2.00% 2.0001, ROW
4944 -- /" 4944
TYP E 3 4942 f b % 4942
GUARDRAIL, (TYP.) __—� �' `o
SEE PLAN 4940 4940
-40 -20 �0 20 40
ROW
BEGIN BOX CULVERT
49440 4944 28♦46.71
4942 ,
4942
? ROW
N CR ROW
4940 a 4940 12.0W^
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z.00�b
v v
-40 -20 0 20 40 4944 V /
4942 /J 4942
v,
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26+00 4940 -40 -20 0 20 40
4946 Row 2s Row 4946
4944 �$ 4944
4942 4942
4940 4940
4938 4938
-40 -20 0 20 40
28+0"'
ROtn' 2 % ROW
4944 •4e, 1
c f v I A 4942
v I V
4940 -20 �0 20 40 4946
25+50 27+50
4946 ROW M * ROW co
4946 Row ~ N ROW
2.00% 2.00% ROW
2.00%
4944 4944 494 % 494d
4942
4942 4942 a 4942
u -�
4940 j 4940 4940 4940
-20 0 40
-40 -20 �0 20 40
TYPE 3
27+00 GUARDRAIL, (TYP.)
25+00 SEE PLAN
La
N N
ROW ROW
2.009b 2.0o%. 03 ZP
4946 Row Row 4946 4944 $ 4944
gg
d 2:Oo°b 2.00%
4944 & / 4944 494200
M OR
4942
4942: 4942 4940 / 4940
-40 -20 0 20 40 -40 -20 0 20 40
33+00
30+50
4944 ROW ROW 4944
� ol
z.00% 2.00%
4944 ROW 2.00% z.00% � ROW 4944 4942 8 $ % 4942
o- '00.
4942 4940 4940
4942Cq
= a
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InsIT Il 4940 9 3 4940 4938 -40 -20 V0 20 40 4938
-40 -20 0 20 40
32+50
30 00
I ` --
4944 SOW Row 4944
RO V " ROW .4944
{ a 2.00% /. .m
2.00% 2.00%, j 4942
t ' 4942
4L 12 _ CD -41
- 4942 4940---- � 4940
494U _ -40 ��, It
�0 20 40 4940 -40 -20 0 20 40
16 +.-r
It
o r-
P .�W ROW
�2.00% 2.00°i.
49,4 a I 4944
4942 4942
4940 -40 -20 .20 40 4940
32+00
4944 Row o Row 4944
2.00% 2.00% $
4942 4942
4940 — 4940
-40 -20 0 20 40
END BOX CULVERT
29+17.15 HEADWALL (TYP) 31 +50
(SEE STRUCTURAL
DRAWINGS N RO ) 4944 Row � Row / 4944
ROW (i2.00°b 2.00^i, N
A944 0" 4944 a z.o0% 2.00°i° 4
4942 942
4942 M�� / 4942
4940 - -- i 4940
Iq
4940 -40 -20 V0 20 40 4940 -40 -20 0 20 40
29+00
M M
ROW 12.00% 2.W1, ROW
4944 �h �/ 4944
4942 /( rn 4942
co r
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14 -C 4940
4940 -40 -20 0 20 40
DRAWINGS OF RECORD
These Drawings of Record hove been prepared based upon
information submitted by the CONTRACTOR. While this
information is believed to be reliable, Stantec is not responsible
for its accuracy, nor for errors or omissions which may have
been incorporated into this document as a result.
31 +00
4944 Row.. F0 � ROW 4944
rn2.00%% 2.00%,
4942 ---- $ 4942
Co. 0
4940 -- - _i4940
-40 r-20 �0 20 40
NOTE:
SHOULDER INCREASES FROM 2' TO 4' IN
ALL SECTIONS WHERE GUARDRAIL IS PRESENT.
SEE PLAN. SHOULDER SLOPE SHALL BE 2%
FOR 2' AND 4' SHOULDERS.
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Project Number:
File Nome: 00057c-302cs
90% June 26, 2005
Dwn, Ghkd. Dsan YY.MM DD
Drawing No. C-302
Revision Sheet
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169
Project Number.
F de Nome: vinebox ob2
ANANCE D.SILAR D.SILAR 06.05.3'
Dwn Chkd. —NII YY.MM.D[
Drawing No,
Revision Sheet
0 13 of 13
5,77' 'Y 1
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EDGE BARS ACROSS THICKNESS OF MEM13ER'TO BE
SAME SIZE AS CORRESPONDING WALL OR SLAB BARS
V) TIE
a BAR
m
w
i
CORNER BAR
TIE BARS
CORN]
BARS
SECTION A
TABLE FOR REINFORCEMENT AROUND OPENINGS
MEMBER
THICKNESS
TIE BAR
EDGE BARS
CORNER BARS
LESS THAN 10"
NONE
1—CTR.
1—#4 CTR.
10" THRU 1'-6"
NONE
2—(1—EF)
.2—#4 (1EF)
1'-7" THRU 3'-0"
#4 O1'—O"
3—EQ. SPC,
2—#6 (1 EF)
OVER 3'-0"
#6 01'-0"
SPC.O1'-0"
2—#8 (1EF)
GENERAL NOTES
UNLESS OTHERWISE SHOWN ON THE REINFORCEMENT DESIGN DRAWINGS, THE DETAILS AND NOTES
SHOWN ARE TYPICAL FOR ALL REINFORCEMENT DRAWINGS.
•
REINFORCEMENT DOWELS:
BF TF
TOP FACE CE ACE
ERJ==EXPANSISION
CONTRACTIONJOINT
BL TL
= TOP�LAYER OM LAYER
DOWELS INDICATED ON THE DRAWING, SUCH AS #8 (d), SHALL BE
NF =NEAR
FACE
BR =BOTTOM
ROW
ML
MIDDLE LAYER
EMBEDDED A LENGTH EQUAL TO Ld AND SHALL HAVE A PROJECTION
EQUAL
FF =
FAR FACE
TR =
TOP ROW
NS
= NEAR SIDE
TO THAT REQUIRED FOR TOP SPLICING TO A BAR OF THE SAME
DIAMETER.
EF =
EACH FACE
NR =
NEAR ROW
FS
= FAR SIDE
IF =
INSIDE FACE
FIR =
FAR ROW
ES
= EACH SIDE
OF =
OUTSIDE FACE
ER =
EACH ROW
EW
= EACH WAY
ACCESSORIES:
CJ =
CONSTRUCTION JOINT
IR =
INSIDE ROW
EC
= EACH CORNER
OCJ =
OPTIONAL CONSTRUCTION JOINT
OR =
OUTSIDE ROW
Ld
= DEVELOPMENT LENGTH
BAR SUPPORTS, SPACERS, AND OTHER ACCESSORIES ARE NOT SHOWN ON
CTJ =
CONTROL JOINT
MR =
MIDDLE ROW
db
= NOMINAL DIAMETER
THE DRAWINGS. THE RECOMMENDATIONS OF THE ACI DETAILING MANUAL —
OF REINFORCING BAR
1988, OR OTHER APPROVED SUPPORTING SYSTEM MAY BE USED.
SPC.
= SPACE OR SPACES
REFERENCE CODE:
EQ. SPC.
= EQUALLY SPACED,
EQUAL
SPACES
UV =
CL.
UNIFORMLY VARYING LENGTHS OF BARS BETWEEN LENGTHS SHOWN
UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED
=
6" MAX. CTR.
CLEAR
= CENTER OR CENTERS
BY THE AMERICAN CONCRETE INSTITUTE'S "MANUAL OF STANDARD PRACTICE
FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315".
NOTES TO DETAILERS•
SPLICE LENGTHS SHOWN IN THE TABLES ON THIS DRAWING ARE FOR
CLASS B SPLICES IN CCOR
OMIT EDGE AND TIE BARS ALONG SIDES OF OPENINGS WHERE DIMENSION
IS LESS THAN 18"
OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS,
WALLS, OR BEAMS
CORNER BARS REQUIRED IF EITHER DIMENSION OF OPENING IS GREATER
THAN 18"
USE CORNER BARS IN FACE OF RECESSES DEEPER THAN 4" IF
EITHER DIMENSION OF RECESS IS GREATER THAN 18"
TYPICAL CORNER DETAIL
AS —CONSTRUCTED
9OX DESIGN
DESCRIPTION OF REVISION
GGG
5/31/06
GGG
6/26/05
BY
DATE
HOOK
YM LS
DANCE WITH ACI 318-89. SPLICES OR
DEVELOPMENT LENGTHS OTHER THAN THOSE SHOWN IN THE TABLES MUST
0- AN OPEN CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE
BE DETAILED ON THE REINFORCEMENT DESIGN DRAWINGS.
BAR TURNED AWAY FROM THE OBSERVER.
SPLICES:
0 A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE
BAR TURNED TOWARDS THE OBSERVER.
THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE GIVEN
SPLICES SHOWN THUS INDICATE A LAPPED SPLICE, NOT A BEND IN THE
IN THE APPLICABLE TABLE (REINFORCEMENT TABLE). SPLICES SHALL BE
BAR.
STAGGERED TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF ADJACENT SPLICES.
BARS SPLICED BY NONCONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY
FARTHER APART THAN ONE —FIFTH THE REQUIRED LAP SPLICE LENGTH, NOR 6 IN.
BARS OF DIFERET SIZE ARE TO E THELARETHS
ENG
-DIMENSIONS
SMAL ER DIAMETER BARICES
OFELAP SHALL BEGGOVERNED BYFTHENPLICES
DIMENSIONS BETWEEN BARS ARE TO THE CENTERLINE OF THE BARS UNLESS
TO BE MADE SO THAT THE REQUIRED CLEAR DISTANCES TO FACE OF CONCRETE
CONCRETE WILL BE MAINTAINED.
OTHERWISE SHOWN. CLEAR COVER DIMENSIONS ARE MARKED CL
.
PLACING :
COVER
PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE OF
REINFORCEMENT AT SMALL OPENINGS (MAX. 1'-5") IN WALLS AND SLABS MAY BE
SPREAD APART NOT MORE THAN 1.5 TIMES THE BAR SPACING.
CONCRETE AND NEAREST REINFORCEMENT .IS 1 FOR #5 BARS AND SMALLER,
REINFORCEMENT
MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE OF AT LEAST lot
2" FOR #6 BARS THROUGH #8 BARS AND 3" FOR #9 BARS THROUGH #11 BARS.
PROVIDE
BETWEEN THE REINFORCEMENT AND KEYS, WATERSTOPS, ANCHOR BOLTS, FORM
3" CLEAR DISTANCE FROM FACE OF CONCRETE FOR ALL BARS WHEN THE
TIES, CONDUITS AND OTHER EMBEDDED MATERIALS. IN HEAVILY REINFORCED
CONCRETE IS PLACED AGAINST EARTH OR ROCK. CLEAR DISTANCE IS THE DESIGN
DIMENSION
AREAS, RELOCATION OF THE EMBEDDED MATERIAL MUST BE CONSIDERED. WHEN
LINE. REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE
BARS ARE BENT DUE TO OFFSETS LESS THAN 3" DEEP, THE SLOPE OF THE
A MINIMUM OF 2" CLEAR COVER.
INCLINED PORTION MUST NOT EXCEED 6 TO 1. REINFORCEMENT PARALLEL TO
ANCHOR BOLTS OR OTHER EMBEDDED MATERIAL SHALL BE PLACED TO MAINTAIN
A CLEAR DISTANCE OF AT LEAST 1.33 TIMES THE MAXIMUM SIZE AGGREGATES.
PACING:
BENT BARS: THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS, AND TIES
IN COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE
UNLESS OTHER RADIUS BENDS ARE INDICATED ON THE DRAWINGS, ALL ADJACENT BAR SPACING. A MINIMUM OF 2.5db CLEAR FROM THE EDGE IS
REINFORCEMENT REQUIRING BENDING SHALL BE BENT AROUND A PIN HAVING REQUIRED FOR #9, #10, AND #11 BARS IF SPLICE LENGTHS OR REDUCED
THE FOLLOWING DIAMETER: DEVELOPMENT LENGTHS GIVEN IN TABLES 3-60 AND 4-60 ARE TO BE USED.
TABLE 1 STANDARD HOOKS -
PIN DIAMETER IN INCHES
HOOKS SHALL HAVE 0180' BENDS AND EXTENSIONS OF 4—BAR DIAMETERS BUT
BAR NO.
3
4
5
6
7
8
9
10
11
STANDARD BENDS
2 1/4
3
3 3/4
4 1/2
5 1/4
6
10 3/4
12
STIRRUP AND TIE BENDS
1 112
2
2 1 /2
4 1 /2
5 1/4
6
—
—
A CITY OF FORT COLLINS UTILITIES
`.. f 700 WOOD STREET
�FORT COLLINS, CO 80522
of lviic,ollitls (970) 221-6700
h
URS CENTER
8181 E. TUFTS AVENUE
DENVER, CO 80237-2637
(303) 694-2770
NOT LESS THAN 20
PARALLEL
TO THE MAIN LEG OF THE BAR, OR
90' BENDS
AND EXTENSIONS OF
AT LEAST
12-8AR DIAMETERS. HOOKS FOR STIRRUP AND TIE
ANCHORAGE ONLY SHALL
HAVE
EITHER A 90' OR 135' BEND PLUS
AN EXTENSION
OF AT LEAST 6—BAR
DIAMETERS
BUT NOT LESS THAN 20" AT THE
FREE END OF
THE BAR. RADIUS OF
BEND TO
BE AS SPECIFIED IN THE TABLE OF
PIN DIAMETERS.
►1�
ADT
GGG
ff.—
GBA
5/31/06
REINFORCEMENT TABLE
f� =4000 psi f„=sn_nnn MCI
BAR
SIZE
#
MINIMUM
q TO q
BAR SPACING
(INCHESI
LENGTH OF LAPPED
SPLICE (INCHES)
DEVELOPMENT LENGTH
(Ld) (INCHES)
TOP
BARS*
OTHER
BARS
TOP
BARS*
OTHER
BARS
3
3
18
16
14
12
4
3
24
19
19
14
5
3
30
23
23
18
6
4
36
28
28
22
7
5
42
33
33
25
8
5
51
39
39
30
9
8
55
42
42
32
10
9
65
50
50
39
11
10
80
62
62
48
9
5
55**
42**
50
38
10
6
85**
50**
63
48
11
6
80**
62**
77
60
* TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS
SO PLACED THAT MORE THAN 12" OF CONCRETE IS
CAST IN THE MEMBER BELOW THE BAR.
"SPLICES MUST BE STAGGERED
VINE DRIVE BOX CULVERTS
I37737
(�(Ii
AS-CONSTFiUCTEM
LARIMER COUNTY, CO.
STRUCTURAL NOTES
ROJFCT 22236040
aAWING
03
SHEET„ 03 - of 13
J
16 U(
7
o+
v
oI
V)
z
m
I
m
I
Vf
C
0
0
0
V)
z
z
m
I
z
W
0
I
M
Y
d
N
o
w
g 153+00
JL
TEMPORARY i 4-
w CONSTRUCTION
z FENCE j + ! SEE D J
N 134,445.4 z ; i SHEET N 134,452.9
E 201,882.1 zE 202,272.1
to
RE—ESTABLISH FENCE BETWEEN
CONSTRUCTION
154+00 GUARDRAIL AND HEADWALL
N 134,345.4 2+0 0 STAGING AREA
N 134,352.9
E 201,882.1 `
E 202,272.1
N 134,322.9
--- E 202,272.1
,
Tft— TEt- Tfr� 4 r + THi2 0 f
--1C— --W --V W— E---I--� E 4C—1�Y-E---E-- E--E---E---
E---E-- E---E-- E2i0o ..
+ -+—
�- N ISA�M.O J N 202ml
EAST VINE DRIVE , ,,,,,,,,
FG
F FD— — -- F[!-- — FD--� _ — FD—�
O
Fri---
0
--------------------- ---
--- ---- ------ -- -__ _ _- - - - - - - - - - -
— - - - - - . 156.400 _
.. ._-.—ter—
------------
TH-1 t
¢ + ! Ry CR£ ¢
SITE PLAN
0 25 50 100
SCALE IN FLl I ,
N 134,347.6--,"
E 201,982.8
--- 2
O �
2a+00 I'
— -I--
N 134,296.6
----E 201-983.8� —
I
2 AS —CONSTRUCTED
90% DESIGN
REV DESCRIPTION OF REVISION
0
BOX CULVERT NO.
N 134,348.2
E 202,018.0
N 134,348.9
E 202,053.3
O ® O
2s+00 K
N 134,297.9
E 202,054.2 — —
Q2 1-BENCHMARK \_ N 134,297.2
E 202,019.0
D ETAI L J
4
0 10 20 40
SCALL IN [LEI
E ` CITY OF FORT COLLINS UTILITIES
700 WOOD STREET
FORT COLLINS CO 80522
GGG 5/31/06
GGG 6/26/05 City of I yr t Collins (970) 221-6700
.;x.
BY DATE
13
URS CENTER
8181 E. TUFTS AVENUE
DENVER, CO 80237-2637
TH-1
TH-2
ELEV. 4942.9'
ELEV. 4941.2
0
p
6
5
ST
6
45
41]91/10"
12
12
53
50/5"
18
18
72
50/5"
'�
w
w
0--24
50/3„
50/3„
24
a
0
'
W
O
30
50/4'
50/3"
30
j:150/2"
50/3„
36
1-36
50/2"
42
48
42
48
SUMMARY LOG LEGEND
CLAY, MEDIUM STIFF TO VERY STIFF, SILTY, SANDY,
NO GRAVEL TO SLIGHTLY GRAVELLY, DRY TO MOIST,
BROWN TO DARK BROWN, OCCASIONALLY OLIVE (CL)
17-771 SAND, MEDIUM DENSE TO VERY DENSE, NO CLAY
TO CLAYEY, SLIGHTLY SILTY TO SILTY, NO GRAVEL
TO GRAVELLY, WET, BROWN TO RED (SW-SM,
SP-SC, SP-SM)
CLAYSTONE, MEDIUM HARD TO HARD, SANDY, DRY
TO SLIGHTLY MOIST, OLIVE GRAY (BEDROCK)
�5 BLOW COUNT
(BLOWS/FOOT)
�ST SHELBY TUBE SAMPLE
APPROXIMATE GROUND WATER LEVEL ENCOUNTERED
AT THE TIME OF DRILLING.
NOTES:
1. MATERIAL DESCRIPTIONS ARE BASED ON FIELD
OBSERVATIONS AND LABORATORY TESTING.
2. TEST HOLES WERE DRILLED ON JANUARY - 13, 2004.
3. ACTUAL LOCATION OF HEADWALLS FOR BOX CULVERT
MAY VARY DUE TO VARIATIONS IN BOX PLACEMENT,
AS -CONSTRUCTED
DESIGNED: ADT
DMWN VINE DRIVE BOX CULVERTS LARIMER COUNTY, CO
ADT
CHECKED: GGG _
PEER REVIEWED:
GBA SITE PLAN AND GEOTECHNICAL
PRPIECT Al BA INFORMATION
DATE` 5/31 /06
PROJECT 22236040
DRAWING
0
SHEET 04 OF 13
I
A
7
s
Ln
0
0
LI
N
m
m
I
I
N
OI
C
C
cm
O+
0
z
Z
m
1
NOTES:
1, ALL UTILITY ELEVATIONS ARE APPROXIMATE
AND NEED TO BE LOCATED PRIOIR TO CONSTRUCTION I
��
2. ALL CHANNELS WILL BE CONSTRUCTED WITH THE EAST __ _ .__ _ II -- _--
VINE DIVERSION CHANNEL
4960
4955
4950
4945
z
z
0
a
4940
w
4935
4930
4925
APPROX. 9'-0" APPROX. 10$-0" 30'-0" 30'-0"
COMCAST FIBER OPTIC
EAST VINE DRIVE INVERT ELEV.=4939.25't
2 2" L&P ELEC IC UC
2 ENCASED IN CONCRETE QUEST 200 PAIR PHONE LINE
EAST VINE DRIVE
EL. 4944.9t
INVERT ELEV.
= 4939.25 t
EAST VINE DRIVE
R.O.W.
2'X2' L&P ELECTRIC DUCT BANK
COAX CABLE
R.O.WJjEL.4492.Ot
INVERT ELEV. = 4939.2't
NVERT ELEV. =
4939.25't
TEMPORARY
SEE DETAIL A
Q2
CONSTRUCTION
SHEET 7
DETAIL C
SLOPE
SHEET 7
EXCEL EN RGY 8"
r
:•
HIGH PRESSURE GAS MAIN
Q_______
ENCASED IN FLOWABLE FILL
I
'°
1 INVERT=49aaT I
._
INVERT ELEV. = 4940.2t
1.5 4933.25't
°
2
ELC012"
2 Q
HDPE QUEST
DIP WATERLINE
FIBER OPTIC DUCTS INVERT
ELEV. = 14940.25'f
S=0.0028
INVERTI ELEV. 4939.4jt
--_ --
_
FAI
.:.». ,.:.�.• .i: ;I., .ii:.:cn. ha, .ba. .C: ..h ..,;��, .1ti.
1
RIPRAP &BEDDING TO BE d!,
4�_0INVERT
INSTALLED AFTER RAILROAD 15'-0'°
4933-25-
4933.33'
BRIDGE CONSTRUCTION
SEE DETAIL D CLAY (TYP.) SEE DETAIL D 2
CUTOFF COLLAR 2
155+85 155+50
c
IF X
';` � o CITY OF FORT COLLINS UTILITIES
700 WOOD STREET
FONT COLLINS, CO 80522
AS —CONSTRUCTED GGG 5/31/06rF
(970) 227-6700
90% DESIGN GGG 6/26/05 cof l tort (cojlirls
REV DESCRIPTION OF REVISION BY DATE
SHEET 7 53'-4" SHEET 7
S ECTI O N A 155+00 BASE eeHRq.
6" 5 CDOT CLASS 57 STONE
.BASE eOURS 2 UNDERLAIN WITH CLASS I
CDOT CLASS 57 STONE o 2.5 5 +o GEOTEXTILE
A
EL. 44940.0 t
RIPRAP & BEDDING TO BE
INSTALLED WITH EAST VINE
DIVERSION CHANNEL
154+50
4955
4950
4945
z
z
a
4940
w
4935
4930
4925
UNDERLAIN WITH CLASS 1 SUIf iN F L I I•.•;;"r •l•
Gl=OTEXTILE 9�fESS�ONp��° A S� C O N T U C T
URS CENTER
8181 E. TUFTS AVENUE
DENVER, CO 80237-2637
(303) 694-2770
DESIGNED: ADT
VINE DRIVE BOX CULVERTS LARIMER COUNTY, CO.
DESIGN
ADT
CHECKED: GGG
5/31/06
PLAN AND PROFILE
2
PROJECT 22236040
DROANc
®a
SHEET 05 OF 13
10
L�
7
1'-0"
#4 0 1'-0"
(EACH FACE)
6'-10"
mI
CONSTRUCTION JOINT—
OPTIONAL
CONSTRUCTION JOINT -
5
'REMOVE CBC EWWF--
A
z
4" CHAMFER
(SEE NOTE 2)—
#4 0 1'-0"-
3" CLR.
#5 0 1'-0"
(SEE NOTE 1)
#4 0 1'-0"
a 3, -0„
a
z
0
3" CLR.
i
AS=CONSTTlICTED
1 REVISION TO REINrMCING DETAILS
L a\ q"x ul SIGM
�Cv SCRIFTKW OF REVISION
rQWEST FIBER OPTIC
PVC DUCT 4" DIA.
—#0 1'-0"
(EACH FACE)
6#4 X 1'-6"
0 1'-0"
6"(SEE NOTE 1)
3" CLR
1'-2"
.3" L
FIELD BEN 22
UIC ON JOINT CBC WW
TRIM F TO 3"
5 BAR
(SEE DETAIL F, PAGE 8)
cIL
3/4" CHAMFER
CONSTRUCTION JOI
UPEAM
S
NOSE DETAIL B
7 0 .5 1 2 6
SCALE IN FEET
10" 10"
PRECAST CBC WWF ROUGHEN TOP OF PRECAST CBC
TO LIMIT OF FOOTING (la" AMPLITUDE)
DOWNSTREAM HEADWALL DETAIL A
0 .5 1 2 6
SCALE IN FEET
PRECAST CBC WWF
10"
FIELD BEND
CBC WWF
TOE WALL DETAIL (TYP.) rD
0 .5 1 2 5
SCALE IN FEE]
j..
PRECAST CBC WWF`
UPSTREAM HEADWALL DETAIL le' C
0 .5 1 2
SCALL IN I LL]
3to
CONSTRUCTION JOINT
TRIM WWF
CONSTRUCTION JOINT
A
TYPICAL OSE DETAIL r7�
0 .5 1 2 6
SCALE IN FEET
NOTES:
1. FIELD DRILL 6" DEEP AND EPDXY ANCHOR
USING HILTI HIT HY 150.
2. FIELD CUT CBC WWF TO PROVIDE 2.5" OF
CLEARANCE NEAR THE 4" CHAMFER.
3. PROVIDE A 3/4" CHAMFER IN THE HEADWALL
ABOVE EACH NOSE.
CITY OF FORT COLLINS UTILITIES
s
700 WOOD STREET
GGG 5/31/O6 1� s`:' FORT COLLINS, CO 80522
GGG 7/18/05 URS CENTER
(970) 221-6700 8181 E. TUFTS AVENUE
GGG 6/26/05 C.i1y of Ivli t-olIIEis DENVER, CO 80237-2637
BY DATE 1 (303) 694-2770
_.—...,..,_. _—._ _....,
#4 01$-0"
(EACH FACE)
4'-4"
#4 0 1'-0"
4" CHAMFER (SEE NOTE 2)
#5 BAR
(SEE DETAIL F, PAGE 8)
12 It
#4 x 6"0 1'-0"
-- 3/4" CHAMFER
#4 0 1'-0"
#4 0 1'-0"
(EACH FACE)
#4 0 1'-0"
#4 X 2'-0" 01'-0"
(PROJECT 1'-3")
#7 0 1 —0
11
. _\2'-6"
3'-0"
3" CLR.
ry' •y4
—#5 0 1'-0"
—#4 0 1'-0"
3" CLR.
to
HEIGHT VARIES
(MAX. HEIGHT 11'-6")
(MIN. HEIGHT 6'-991
)
#706"
4'-6"
WINGWALL SECTION
0 .5 1 2
SCALE IN FLET
TOP OF SLAB TO MATCH
ADJACENT CBC INVERT
#4 0 1'-0"
(EACH FACE)
7
1' —0"
#4 0 1 —0
3" CLR.
DESIGNED: ADT
DRAWN: ADT VINE DRIVE BOX CULVERTS LARIMER COUNTY, CO.
CHECKED: CT
PEER REVIEWED:
GBA
PROJECT MANAGER: MISCELLANEOUS DETAILS
GBA
DATE: 5/31 /06
tOJECT 22236040
tAk1NG
OT
SHEET 07 OF 13
L_
i
TOEWALL
/crr nrTa n PAGF 7)
wAmisimir
v
:BC SIDEWALL
w
w
#4X j 0 1'-0"
2�0�
(SEE NOTE 1)
' ' WINGWALL FOOTER
M (SEE DETAIL E, PAGE
C WINGWALL STEM
S (SEE DETAIL E, PAGE 7)
a
UPSTREAM WINGWALL FOOTER CONNECTION G
Z g
4 0 1 2 +
s f<r u: liil
k1; ':QNSTRUCTED
. .grFrly q OF REVISION
0
- #5 DOWELS 0 12" O.C.• TRIM P CBC WWF
(SEE(DETAIL K PAGE 7)
A
#5 X 6'-3" #5 X 6'-3"
SEE DETAIL B, PAGE 7)
(SEE DETAIL $, PAGE .7)
�,fi.'lYY.N�J'GLJ Yam[+.-... �i:.,u<vN��.viY-.r�.-,�"«fib° «,�ww.w..9'Lrr...,s...�.: w....%�w, ,,. ••:..
NOSE REINFORCEMENT DETAIL
TOEWALL
(OFF nFTAu n PAGE 7)
0 b 1 2
m FFFI
Pf
TO
(SEE DETAIL D PA
NOTES:
1. FIELD DRILL 6" DEEP AND EPDXY ANCHOR
USING HILTI HIT HY 150 AS REQUIRED INTO
PRECAST CBC FLOOR OR PROJECT 1'-0" MIN.
INTO C.I.P' CONCRETE AS SHOWN.
2., DOWELS FOR WINGWALL FOOTER SHALL BE
CENTERED IN THE BOTTOM SECTION OF THE
BOX CULVERT.
#5 DOWELS 0 12" O.C.
a
#4 X 3'-0" 0 1'-0"
(SEE NOTE 1)
PRE_
TOES
(SEE DETAIL D PAGI
JINGWALL FOOTER
SEE DETAIL E PAGE, 7)
w
vy #5X a 0 ,1'-O" (INTO STEM)
WINGWALL STEM >
PRECAST CBC SIDEWALL (SEE DETAIL E PAGE 7) 2'-0"
. (SEE NOTE 1)
DOWNSTREAM WINGWALL FOOTER CONNECTION
iw
#4X 2'-Opp 0 1'-0"
(SEE NOTE 1)
WINGWALL STEM
w S (SEE DETAIL E, PAGE 7)
#5X a 0 1'-0" (INTO STEM)
>
2'
`O. IIDCTR9'enA WiNMAI I STEM CONNECTION �i
0 1 2 +
IN FW --
�.
CITY OF FORT COLLINS UTILITIES
700 WOOD STREET
FORT COLLINS, CO 80522 uRs CENTER
GGG 5/31 /06 8181 E. TUFTS AVENUE
GGG 6/26/05 C' 1y (970) 221 "6TO0 Uf 10) i (,Oil) DENVER, CO 80237-2637
�.+r+• _^ ^ --�* (303) 694-2770
Bl' DATE
0 1 2 +
_v p ra 11�I
n
WINGWALL STEM
(SEE DETAIL E PAGE 7)
DOWNSTREAM WINGWALL STEM CONNECTION
0 1 1 +
IN FLO
AS-CONST UCT M
EDESIGNEMD..; .QVINE DRIVE BOX CULVERTS LARIMER� COUNTY, CO. 2 F'RWECI22236040
CT
MISCELLANEOUS DETAILS on
PROJECT 4 A,ER:
GBA SHEET 08 OF 13
DAB' 5/31 /06
L_
cry
STA11ON 0+03.92
N 134331.79
E 201907.06
12"x 14" TRANSITION COUPLING
(SEE NOTE 3)
4"IT•i.tPIMPr.
r 12" MJ GATE VALVE
I N 134332.68
--- -
_-.. L� i-
- w
— F- --
ELCO 14" TRANSITE WATER LINE
2" FTC UeP ELECTRIC DUCT DIRECTLY ON TOP OF
2'x 2' CONCRETE ENCASED ELECTRICAL DUCT QWEST TELECOMMUNICATIONS VAULT__
Fo---1-
ro--- -- -- - -.
- - - -ro- 4" HDPE
FIBER OPTIC
�1 DUCTS - QWEST A
NOTE
NO ON -SITE MEASUREMENTS WERE
TAKEN ALONG WATER LINE DURING OR
AFTER INSTALLATION ALL
DIMENSIONS AND STATIONING ARE
APPROXIMATE AS SHOWN.
PROJECT DATUM: ELEV.= 4944.90
STATION 1+09.32
AIR RELEASE MANHOLE
N 134333.60
E 202012.44
PROPOSED CONCRETE WALL
(TYP. OF 4)
9
12" 45' u0
VERTICAL BENDS
N 134334.74
E 202075.20
STATION 2+12t STATION 2+27.11
12" MJ GATE VALVE N 134335,75
E 202130.19
12"x 14' TRANSITION COUPLING
(SEE NOTE 3) j
— -- —
—4940--- - r--
2+00 -
w-
-E
1 f E 7 - - ---
- - REINFORCED CONCR EDGE OF PAVEMENT (EXISTING)
ULVERTS— — —— — -=4= =.L_ -=4— .--G—._—
80X C __
ro-.— — _ _ - ro- — _— _ _- to
��I
II
•101.
PROPOSED RAILROAD BRIDGE
--
IN$T,'NLL 228.46 L.F. .12"; D•I.P. WITH 8 MIL POLYETHYLENE .WRAP .
REMOVE 223.19 L.F. OF 14" TRANSITE PIPE
4965 (SEE NOTES 2• 4)
4960
Z.y tir a u) (v
e
f
\�
4945
I
EXISTING-1
TRACER WIRE
CROUr:D
(EXTENDINTO
44.12 L.F.
AIR RELEASE
® -0.01% •
VAULT)
12" DIP
4940
EXISTING ELCO-\
14" TRANSITE
I' MINIMUM
WA fERLINE
SLOPE UrIKNOWI4
{SEE NOTE 1)
4935
----_-:
55.00 LF..
4930
®--0,61%.
12" DIP
8.74 L.F.'
® 98.71
12" DIP
1 4925
0+00
1+00
.
0)
0)
0yi 00) 0)
Q 0
U
-
. z z
1 m W La
Q W
-
W
1.1 - Q W
Q
tLj
Q
a L) a c)
?
VF-1
zz a
1 F
�O �WW04 ��O
Q_W +
�nF_
.
LAJ
n > �T > N
_
U N
N
FO +O «'f+O
—0
�N
�N0
na
�J
PROPOSED
GROUND
55.88 L.F.
® -0.0170
12" DIP
TRACER WIRE
(EXTEND INTO
n n
AIR RELEASE
1
VAULT)
9.72
W-98.99%
I
\_EXISTING ELCO
12" DIP
`-0 L
14" TRANSITE
LWATERLINE
@ -0.61%'
PROPOSED REINFORCED
12" DIP
SLOPE UNKNOWN'
CONCRETE BO`.( CULVERTS .
(SEE NOTE 1)
2+00
3+00
FE RAILROAD
4925
94p_-- ----
0 30 60
HORIZ.
0 5 10
VERT.
SCALF IN FFE F
NOTES:
1. SLOPE OF EXISTING ELCO 14" TRANSITE PIPE IS UNKNOWN.
SLOPE OF VINE DRIVE USED TO ESTIMATE PIPE SLOPE
ASSUMING DEPTH OF COVER IS CONSTANT.
2: CONTRACTOR RESPONSIBLE FOR CUTTING, AND REMOVING
AND DISPOSING OF 14" TRANSITE PIPE.
3. DRESSER STYLE 253 TRANSITION COUPLING.
ACP O D IS 16.70"
4, RESTRAIN ALL JOINTS.
A
1"46.5"�- COMCAST F O. CONDUIT
127
-__ - OWEST 200 PAIR TELE CABLE
160"
COMCAST COAXIAL CABLE
CONDUIT
— — - -- — ELCO 12" WATERLINE
- - - GASLINE (HIGH PRESSURE)
76"
i
I
I
i I
r,
r,,
I
� �
i
E fi
I I n
Iii
i � 1 F•�� !
N
I iC
r
t
O.
4' I
0
J
t
W
X
W
.
Z
Q
JI,
Z
� r
Qi
0
w
a
a-
o Q 4
O
�Yy
{L
()
Q
UJ x U
ILL
d
U
Permit -Seal
1 `
a
Proje,t Number
10! Nom<, cu:01 - --, - - --- -,
M; DECKt R D. SILAR D. SII.AR 06/26/06
Dwn. cw. Dsnn. YY.MM.DD
Drawing No. CU-201
Coo 2 16 u
Revision Sheet
1 9of 13