HomeMy WebLinkAboutSOUTH TIMBERLINE ROAD WIDENING PROSPECT TO DRAKE - Filed BC-BRIDGES & CULVERTS - 2007-02-12SUMMARY OF QUANTITIES
ONTRACT
CONTRACT
UNIT
BRIDGE
TOTAL
ITEM NO.
ITEM DESCRIPTION
202
REMOVAL OF PORTIONS OF PRESENT STRUCTURE
LS
1
1
(y
206
SHORING
LS
1
1
206
STRUCTURE EXCAVATION
CY
1167
1167
j�
206
STRUCTURE BACKFILL (CLASS 1)
CY
782
782
C" �
403
HOT BITUMINOUS PAVEMENT
TON
65
65
502
STEEL PILING (HP12X53)
LF
630
630
502
PILE TIP
EA
36
36
515
WATERPROOFING (MEMBRANE)
SY
597
597
601
CONCRETE CLASS B (BRIDGE)
CY
279
279
601
CONCRETE CLASS D (BRIDGE)
CY
504
504
601
STRUCTURAL CONCRETE COATING
SF
1899
1899
602
REINFORCING STEEL (EPDXY COATED)
LB
129,222
129,222
606
BRIDGE RAIL TYPE 4 (SPECIAL)
LF
167
167
609
CURB TYPE 4 (6" BARRIER) (SECTION 8)
LF
184
184
609
8" BARRIER CURB
LF
92
92
610
MEDIAN COVER MATERIAL (PATTERNED CONCRETE)
SF
276
276
BRIDGE COLORS •
LOCATION
COLOR
APPLICATION
ABUTMENT, PIER & WINGWALLS
FED COLOR
36495 (GREY) *
CDOT CLASS 5 FINISH
BRIDGE RAIL CONCRETE
FED COLOR
36495 (GREY) *
STRUCTURAL CONCRETE COATING
BRIDGE RAIL STEEL
GREY
GALVANIZED
SUBMIT COLOR SAMPLE PANELS FOR APPROVAL PRIOR TO CONSTRUCTION
* COLOR TO BE SELECTED BY CITY OF FORT COLLINS PRIOR TC 100% SUBMITTAL
STRUCTURE DESCRIPTION
91' -117t" LONG x 73' -5" WIDE (AVE.) WIDENING IN -KIND OF
CAST -IN -PLACE EXISTING 89' -7V/4" LONG x 52' -0" WIDE CON
SLAB SUPERSTRUCTURE ON REINFORCED CONCRETE ABUTMENTS
PIERS SUPPORTED BY PILE FOUNDATIONS OVER SPRING CREEK.
1�
1
2/� 1
1
1 ' -6"
Loris and Associates, Inc.
n�
p.` 2585 Trail Ridge Drive East ® LIMITS OF STRUCTURAL BACKFILL
GENERAL NOTES:
A. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1999 EDITION, AND PROJECT
SPECIAL PROVISIONS; THE LATEST M&S STANDARDS; CITY OF FT. COLLINS STANDARDS; AND THE
PROJECT CONTRACT BID DOCUMENTS.
B. EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN
ACCORDANCE WITH M-206-1 EXCEPT THAT TEMPORARY SHORING MAY BE REQUIRED FOR EXCAVATION
ADJACENT TO THE EXISTING ROADWAY, TEMPORARY EXCAVATION SUPPORT SHALL BE PAID FOR BY
ITEM 206 SHORING.
C. A CLASS 5 FINISH WILL BE REQUIRED ON EXPOSED CONCRETE SURFACES EXCEPT FLOORS, DECK
UNDERSIDE, AND SURFACES TO BE COVERED WITH EARTH UNLESS OTHERWISE SHOWN. THE COLOR
SHALL BE AS SHOWN ON THE BRIDGE COLORS TABLE AND IS TO BE SELECTED FROM TEST PANELS
PROVIDED BY THE CONTRACTOR.
D. ALL STRUCTURAL STEEL NOT OTHERWISE NOTED SHALL BE PAINTED IN ACCORDANCE WITH SECTION
509 OF THE STANDARD SPECIFICATIONS. THE COLOR SHALL BE AS SHOWN ON THE BRIDGE COLORS
TABLE.
E. GRADE 60 REINFORCING STEEL IS REQUIRED.
F. ALL REINFORCING STEEL SHALL BE EPDXY COATED UNLESS OTHERWISE NOTED.
G. QN DENOTES NON COATED REINFORCING STEEL.
H. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS DESIGNATED OTHERWISE
ON THE PLANS.
I. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED.
J. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER.
K. ALL WATERSTOP MATERIALS SHALL BE INCLUDED IN THE WORK AND WILL NOT BE PAID FOR
SEPARATELY.
L DEWATERING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
M. ALL FIELD WELDS AND DAMAGED PAINT SURFACES SHALL BE CLEANED AND PAINTED PER SECTION
509.29.
N. FOUNDATION DESIGN OF THE BRIDGE AND WINGWALLS IS BASED ON "GEOTECHNICAL INVESTIGATION,
TIMBERLINE ROAD WIDENING, TIMBERLINE ROAD BETWEEN DRAKE ROAD AND PROSPECT ROAD, FORT
COLLINS, COLORADO", BY CTL/THOMPSON, INC., DATED DECEMBER 1, 2004 (CTL/THOMPSON REPORT
#FC03289)
DESIGN
DATA:
AASHTO, SECOND
EDITION LRFD WITH
CURRENT INTERIMS
DESIGN METHOD: LOAD AND RESISTANCE
FACTOR DESIGN
LIVE LOAD:
HL-93 (DESIGN TRUCK
OR
TANDEM,
AND DESIGN LANE LOAD)
DEAD LOAD:
ASSUMES 36 LBS. PER
SO.
FT. FOR
BRIDGE DECK OVERLAY
REINFORCED
CONCRETE:
CLASS
B CONCRETE:
f'c
= 3,000
psi
CLASS
D CONCRETE:
f'c
= 4,500
psi
REINFORCING STEEL:
fy
= 60,000
psi
UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 287-0595 IN E DENVER
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTIU11ES
1' 6"
- II II
® LIMITS OF STRUCTURAL EXCAVATION
Lafayette, Colorado 80026
STRUCTURE EXCAVATION & BACKFILL DETAIL
N.T.S.
303 444 2073
I REVISIONS: DATE.:
CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
0. THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR EPDXY COATED REINFORCING BARS
PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25%
FOR BARS SPACED AT LESS THAN 6" ON CENTER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR
CLASS B CONCRETE it -3" 1 ' -6" 2' -0" 2' -8" 4' -6" 5' -8" 7' -3" 8' -11"
SPLICE LENGTH FOR
CLASS D CONCRETE 1' -3" 1' -6" 1' -10" 2' -2' 3'-8" 4' -8' 5'- 11' 7' -3"
P. WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPDXY COATED REINFORCEMENT FOR BLACK REINFORCING
BARS, THE MINIMUM LAP SPLICE SHALL BE AS DESCRIBED ABOVE.
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK REINFORCING BARS PLACED IN
ACCORDANCE WITH SUBSECTION 602.06, THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS
SPACED AT LESS THAN 6" ON CENTER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR
CLASS B CONCRETE 1' -0" 1' -4" 1' -8" 2' -3" 3'-Ow 3' -10" 4' -10" 5' -11"
SPLICE LENGTH FOR
CLASS D CONCRETE 1' -0" 1' -4" 1' -7" 1' -10' 2' -5" 3' -1" 3' -11" 4' -10"
Q. THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR BUNDLES AND 33
PERCENT FOR 4 BAR BUNDLES.
R. STAGGER SPLICES ONE SPLICE LENGTH WHEN POSSIBLE
T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING
CONSTRUCTION.
U. STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT
FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE
ORDERING OR FABRICATING ANY MATERIAL.
V. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND
UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER
OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR
TO ANY EXCAVATION OR OTHER EARTHWORK.
W. STRUCTURAL STEEL TUBES SHALL BE ASTM A-500. PLATES SHALL BE ASTM A-36.
X. EXISTING BRIDGE PLANS ARE AVAILABLE FROM THE CITY OF FORT COLLINS. THE CONTRACTOR SHOULD
FAMILIARIZE HIMSELF WITH THESE PLANS PRIOR TO CONSTRUCTION.
SECTION OR DETAIL IDENTIFICATION
CROSS REFERENCE DRAWING NUMBER
BLANK, REFERENCE IS TO SAME
INDEX OF BRIDGE SUBSET SHEETS
SHEET
TITLE
NO
40
GENERAL NOTES & ESTIMATED QUANTITIES
41
GENERAL LAYOUT
42
ENGINEERING GEOLOGY
43
PILING LAYOUT & DECK ELEVATIONS
44 - 45
ABUTMENT DETAILS (2 SHEETS)
46
WINGWALL DETAILS
47
PIER DETAILS
48
SUPERSTRUCTURE DETAILS
49
BRIDGE RAIL DETAILS
,DESIGNED BY: DRAWN BY: Y APPROVED BY:
MKS I MKS PJL
SCALE: DATE: CHECKED BY: DATE:
AS SHOWN I 4-6-05 TDB I 4-6-05
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED
_
!
�D
ITY INFER
DATE
CHECKED
BY:
Kd
I
WAATTER&& WASTTEEWATER UTILITY
DATE
CHECKED
BY:
*I iA dt�
6-/i-07
STORMWATER UTILITY
DATE
CHECKED
BY:
N14.
PARKS & RECREATION
DATE
CHECKED
BY:
Au—
_ _—
TRAFFIC ENGINEER
DATE
CHECKED BY:
DATE
PREPARED UNDER THE DIRECT SUPERVISION OF
BRIDGE & ROADWAY ABBREVIATIONS
O - AT\AT EACH
i = DIMENSION TO EXISTING OBJECT
MIN - MINIMUM
E = SURVEY LINE
ABC - AGGREGATE BASE COURSE
EF - EACH FACE
MK - MARK
SCJ - SAW CUT JOINT
ABUT - ABUTMENT
EL\ELEV - ELEVATION
NF - NEAR FACE
SHT = SHEET
ALT - ALTERNATE
EDP - EDGE OF PAVEMENT
NIS - NOT TO SCALE
SIM = SIMILAR
ARCH - ARCHITECTURAL
EOTW - EDGE OF TRAVELED WAY
OC - ON CENTER
SPA = SPACING\SPACES
BF = BACK FACE
EST - ESTIMATED
OF - OUTSIDE FACE
SPEC - SPECIFICATIONS
BM = BEAM
EW - EACH WAY
OH - OVERHEAD
SO - SQUARE
BOF - BOTTOM OF FOOTING
EQUIP = EQUIPMENT
OPNG - OPENING
STA - STATION
BOW - BOTTOM OF WALL
EXIST = EXISTING
OPP = OPPOSITE
STD - STANDARD
BRG - BEARING
EXP - EXPANSION
R = PLATE
SYM = SYMMETRICAL
BIM = BOTTOM
FF - FAR FACE
PC - POINT OF CURVATURE
T & B = TOP & BOTTOM
f = CENTERLINE
FTG = FOOTING
PEJF - PREFORMED EXPANSION JOINT FILLER
TAN = TANGENT
(CIP) - COMPLETE IN PLACE]
GAVL = GALVANIZED
PGL = PROFILE GRADE LINE
TH = TEST HOLE
CJ = L JOINT
GEOTECH - GEOTECHNK;AL
PI - POINT OF INTERSECTION
TOC = TOP OF CONCRETE
CUR - CLEAR\CLEARANCE
GRD BM - GRADE BEAM
PK - KNOWN POINT
TOF - TOP OF FOOTING
CONST JNT - CONSTRUCTION JOINT
HORIZ - HORIZONTAL
PP = POWER POLE
TOW - TOP OF WALL
COL - COLUMN
HCL - HORIZONTAL CONTROL LINE
PROD = PROJECTION
TYP - TYPICAL
CONC - CONCRETE
IF - INSIDE FACE
PROP = PROPOSED
UNO - UNLESS NOTED OTHERWISE
CONT - CONTINUOUS
INV EL - INVERT ELEVATION
PT - POINT OF TANGENCY
VERT - VERTICAL
CP - CONTROL POINT
LP - LIGHT POLE
QTY - QUANTITY
VC = VERTICAL CURVE
f = DIAMETER
MAS = MASONRY
R\RAD - RADIUS
VPC - VERTICAL POINT OF CURVATURE
DIET = DETAIL
MATL - MATERIAL
REINF - REINFORCING
VPI = VERTICAL POINT OF INTERSECTION
DIAG - DIAGONAL
MAX - MAXIMUM
REF - REFERENCE
VPT - VERTICAL POINT OF TANGENCY
DWG - DRAWING
MB - MAIL BOX
REQD - REQUIRED
WL - WORKING LINE
DWLS - DOWELS
MFR - MANUFACTURER
ROW = RIGHT OF WAY
WP - WORKING POINT
C.274
€ ABUT.
00 i'-4�" 44' -A
M # 11 CONT., 2 TOP, 2 BOTTOM
CCI I
R44
Co
I
10' -0"
6. FOR DIMENSION &
6" DETAILS OF WALK,
06x 0 1'-0" CURB & RAILING,
MIN 1'-O" EMBED INTO DECK SEE SHEET BRIDGE
RAIL DETAILS
#6 x 4'-6" 0 1' -0"
MIN 1' -O" EMBED INTO DECK 0.02 FT FT
d q
[V
7-1
(4b - 111 CONT.
Loris and Associates, Inc.
n K 2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444.2073
z
U
� o
I o
00
' -11 I%"
f PIER # 2
-74»
TERMINATE LONGITUDINAL BARS
AT EDGE OF DECK AS SHOWN
X,
E CURB TYPE 4 (6" \
BARRIER) (SECTION B) (TYP),
SEE DETAIL C
� ABUT. # 3
#4 X 1 0 1 ' —6"
SEE SUPERSTRUCTURE
SECTION
R
44"0 x 12" ® 6'-O" O.C.
DEFORMED REINFORCING
BARS AT 6 FOOT SPACING,
SEE DETAIL C
Cl- o
x o I
O M
I x
#11
CONT. 2 TOP, 2 BOTTOM
A
DECK PLAN
48
a 4 o s
ORIGINAL SCALE: %t" = 1'-0"
46' -0"
#4 X 0 1'-6"
#6 CONT. &
#11 X 17'-0" 0 1'-0"
#11 x 34'-0" 0 1 '-0"
T
— #5 0 1 '-on
=e
4
d
#11 0 1' -O" CONT.
#11 X 32'-6" 0 1'-0"
CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
ad
6"
11/4
r-
�.__.._. 3 x 12" 6" 6" 2" PAVEMENT
3/4"o x 12"
DEFORMED BARS
1 0 HOLES 6»
_..__
(6 FT. SPACING) BRIDGE DECK
5' CURB TRANSITION,
-0 MATCH 2% DECK SLOPE TYP 3/4» 0 x 12" DEFORMED REINFORCING BARS AT 6 FOOT SPACING.
BARS TO BE GROUTED IN 1 '/2 0 HOLES IN DECK.
GROUT TO CONSIST OF 2 PARTS CLEAN SAND AND 1 PART CEMENT.
o COST OF INSTALLATION IS TO BE INCLUDED IN THE PRICE BID FOR CURB.
#5 X 3'-0" LONG EPDXY
DOWEL, 1' -0" (MIN) INTO
EXISTING BRIDGE 0 1'-0"
N 0.02 FT/FT
d q
o ° 1
R
MEDIAN COVER MATERIAL
(PATTERNED CONCRETE), SEE
CIVIL PLANS FOR COLOR &
PATTERN
10" CONCRETE BETWEEN
SIDEWALK AND ROADWAY CURB,
FORM SWALE TO DRAIN AWAY
FROM SIDEWALK AND OFF
BRIDGE, TO BE INCLUDED IN
6"�'j ��, ITEM 601 - CONCRETE CLASS D
(BRIDGE)
8"
CENTER OF COLORADO
1-800-922-1987
METRO
OR 287-0595 I D
CALL 2-BUSINESS DAYS IN ADVANCE
IEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
PREPARED UNDER THE DIRECT SUPERVISION OF
FL 48-3/4 nT x 14"
PGL& HCL j DEFORMED BARS CITY OF FORT COLLINS, COLORADO
ROAD SURFACE UTILITY PLAN APPROVAL
M
�- 1t/2 >a HOLES APPROVED:
/s
\ N w EXISTING BRIDGE DECK 6 (6 FT. SPACING) CITY ENGINE DATE
^'S L CHECKED BY.
WATER &WASTEWATER UTILITY DATE
CHECKED BY:!� '�eS
3/4" o x 14" DEFORMED REINFORCING BARS AT 6 FOOT SPACING, STORMWATER UTILITY DATE
"tl BARS TO BE GROUTED IN 1 1/2 e HOLES IN DECK. CHECKED BY: �"09
GROUT TO CONSIST OF 2 PARTS CLEAN SAND AND 1 PART CEMENT. PARKS & RECREATION DATE
COST OF INSTALLATION IS TO BE INCLUDED IN THE PRICE BID FOR CURB. CHECKED BY: GI —'
TRAFFIC ENNEER DATE
D 8" BARRIER CURB DETAIL CHECKED BY:
DATE
48 N.T.S.
SEE GENERAL LAYOUT FOR 8" BARRIER CURB LOCATION
-0"
I
i
MEDIAN COVER MATERIAL (PATTERNED
CONCRETE), SEE CIVIL PLANS FOR
COLOR & PATTERN
.-- CURB TYPE 2 (6" BARRIER) (SECTION B)
(TYP), SEE DETAIL C
,-- PGL & HCL
0.02 FT/FT
q
15 ® 1'-0"
VARIES (SEE PLAN)
B SUPERSTRUCTURSECTION
48 2 1 0 2
�pml I
ORIGINAL SCALE: 1 ' -0"
---------- _
DESIGNED BY: DRAWN BY: APPROVED BY:
MKS I MKS I PJL
SCALE: DATE: CHECKED BY: DATE:
City of Fort collift.0 . AS SHOWN ( 4-6-05 TDB I 4-6-05
A
III /I � III
ilWsry'-.-.ann=-'utSYrw.Y+n.y-.w,'�+++..orYWYM-.+.'...•_A •-... _._ .- _ _ -
a
2' BITUMINOUS PAVEMENT
WATERPROOFING
MEMBRANE
a d d
TOTAL DEAD LOAD DEFLECTIONS
SPAN PTS. 0.0 10.2 10.4 10.6 0.8 1.0
A (IN.) a 1 '�/l6 1 '/16 1 1/4 I16 0
SYMMETRICAL ABOUT 'i PIER "e
ALL CONCRETE SHOWN IS CLASS D
#5 X 3'-0" LONG EPDXY DOWEL,
1'-O" (MIM) INTO THE EXISTING
BRIDGE *
EXISTING BRIDGE
a
I
LOSURE POUR (4) - #11 CONT.
2'-0"
* DOWELS, DRILLING AND EPDXY GROUTING
ARE INCLUDED IN THE WORK AND WILL NOT
BE PAID FOR SEPARATELY.
TIMBERLINE ROAD WIDENING - INTERIM SHEET
48
SUPERSTRUCTURE DETAILS OF 94
-1 27 4
(V
V
LIMITS OF STRUCTURAL
CONCRETE COATING
a
U
tPIER
— o0
EW JT. MAT' L
'-on . 9' -0"
Q
Ilo
1"
-TS 4 2x0.25 W/%"OXO'-2" WELDED
STUD WITH HEX NUTS & WASHERS
234" 23'4"
--riP4— "0x8" HS BOLTS, HEX NUTS
t& L CK WASHERS (GALV.) TYP.
t
r\
R
N ri
6-#5 CONT TYP
2"
204
SEE SUPERSTRUCTURE
DETAILS FOR REINFORCING
#4 CONT 01'-6"
0"4x F-1 0 1'-6"
a
R
iJ
io
I
M
M
I
1 %" R N
l SEE
c \ SUPERSTRUCTURE
DETAILS FOR
O • o • O • O • REINFORCING
1 0 1
ORIGINAL SCALE:
8'/i "
1" 6'h" 1"
4'4" PI HOLES
R
T-
R
M
R
R
M
1/4 M
I
1
14 "0 X0, -90
/•/1�IT1'1f11 IT •T ANC /�"
wr ur ucun
#6 x 4' -6" ® 1 ' -0"-
CONST. JOINT
TS 4x2xO.25
ELLEVATIO
2 1 0 2
1 _
ORIGINAL SCALE: 1/2"
WALK DIMENSIONS SAME AS SECTION A,
EXCEPT AS NOTED
a / -It" EXPANSION JOINT MAT' L
ri
v�
6`
6`11
m
6x 1 A 1' -0"
r-�
B BRID AIL ELEVATION
49 11 ',� oo 1
ORIGINAL SCALE::
EAR
6"1 6"
EXP, JT. MAT'L 0 ABUT
0 1'-0" N.F.
i 0 V -0" F.F.
NOTES:
POSTS SHALL BE PERPENDICULAR TO
THE GRADE OF THE DECK.
GALVANIZE ALL STEEL AFTER FABRICATION
ALL EXPOSED CORNERS SHALL BE
GROUND SMOOTH
HIGH STRENGTH RODS (ASTM-A449)
THREADED BOTH ENDS WITH
2 HEX NUTS AND WASHERS (ALL GALV.)
MAY BE SUBSTITUTED FOR
HIGH STRENGTH
RAILS SHALL BE CONTINUOUS OVER NOT
LESS THAN 2 POSTS
/4" WALL TUBE SLEEVE (SLIP FIT)
s
--� _____- ---------------'
I 1
I 1
Loris and Associates, Inc. R BAR 2x 36 x , ' —, "
f : 2585 Tian R" Dm Erg C POST ANCHORAGEDETAIL D 0L ONTRJOINT Dun E RAIL SPLICE A
14 "0 HOLES
V/4 BENT OR
(WELDED & GROUND SMOOTH)
Lafayette, Colorado 81D026
49 1� �4 0 it 49 % 1/4 o '/t
49
''� 1/4
ORIGINALTNL SSCA`: 2" = 1' -0" ORIGINAL SCALE: 2" = 1' -0"
=
ORIGINAL SCALE: 2" 1'-0'
„ 303.444.2073
op
REVISIONS: DATE:
DESIGNED BY: +DRAWN BY: APPROVED BY:
CITY OF FORT COLLINS, COLORADO
MKS I MKS PJL
SCALE: DATE: CHECKED BY: DATE:
ENGINEERING DIVISION
c►i3 °�i_=
AS SHOWN 14-6-05 TDB ( 4-6-05
'/z '/a 0 '/�
ORIGINAL SCALE: 2" = 1'-0"
CURVED RAIL SECTION MAY BE
FABRICATED FROM WELDED '116"
PLATE AND
GROUND SMOOTH TO THE
DIMENSIONS OF TS 4x2x2.
R=1' —0"
0
v
END OF WINGWALL
R1/a x2xO' —6
2-14"00" SLC
H
CITY OF FORT COLLINS, COLORADO
U11UTY PLAN APPROVAL
R
R
APPROVED-
7 ! 0
CITY ENGINEEI
DATE
CHECKED
BY:
baA
WATER & WASTEWATER UTILITY
DATE
CHECKED
BY:
6'/f-dr
STORMWATER UTILITY
DATE
CHECKED
BY:
IV,
'—
PARKS & RECREATION
DATE
CHECKED
BY:
TRAFFIC ENGINEER
DATE
CHECKED
BY:
PREPARED UNDER THE DIRECT SUPERVISION OF
TIMBERLINE ROAD WIDENING —INTERIM
BRIDGE RAIL DETAILS
SHEET
49
OF 94
C 1 2t 4
B/F ABUT /1
STA 60+50.7
REMOVE EXISTING SIDEWALK AND WINGWALL, TO BE
INCLUDED IN ITEM 202 — REMOVAL OF PORTIONS
OF PRESENT STRUCTURE. REMOVE EXISTING
\\\ E PIER 12; \ V \\
STA 60+967i
LLJ
R \ \ \ \
/F ABUT J3
fA 61+42.72
--- ------------- --------- --
----------------- — - — ----- - \ '\
\ \ \
oA
BRIDGE — \ ""-
0 REMAIN \�
y
4
10' CONCRETE 3ETWEEN SIDEWALK
AND ROADWAY CURB FORM SWALE TO
VARIES; 69' -0" MIN, 75' -8h" MAX
(MEASURED AT i ABUT)
-0" 9' -0" 32' -0"
MEDIAN COVER MATERIAL
(PATTERNED CONCRETE), SEE
CIVIL PLANS FOR COLOR &
w m PATTERN
U
x O�pc/I
: O ddfw..)W
o a = z Of �
r m O T p v
L .I t-n 0
C V r UOf � U
0.02 FT/FT
REMOVE EXISTING
WINGWALL, TO BE
INCLUDED IN ITEM 202 —
REMOVAL OF PORTIONS OF
PRESENT STRUCTURE
DRAIN AWAY FROM S IDEWALK AND OFF 8' BARRIER CURB, SEE CONSTRUCT NEW
BRIDGE, TO BE INCLUDED IN ITEM 601SUPERSTRUCTURE DETAILS WINGWALL, SEE ABUTMENT
— CONCRETE CLASS D (BRIDGE) Z & WINGWALL DETAILS
PLAN
16 8 0 16
ORIGINAL SCALE: 1/6" = 1' -0"
'-4v6"
EL.4916.91*
HP 12 X 53 PILES —�-
(TYP)
Loris and Associates, Inc.
2585 Trail Ridge Dive East
Lafayette, Colorado 80026
303.444.2073
I_117A*
'-77A," AAA-77A" I 1'—AIA,e"
F—
m
EL.4917.02*CD
m
EL.4916.93*
- (100 YR.) NOTES
F 1. * = ELEVATION 0 PGL
2. ALL DIMENSIONS MEASURED ALONG HCL
ELEVATIO
16 8 0 16
ORIGINAL SCALE: 1/16' = 1'-0'
SEE CIVIL PLANS FOR
PATH & RIPRAP DETAILS
VARIES; 23' -0'/4" (MIN), 1 -0"t
_ 5,
MEASURED AT � ABUT.
CURB TYPE 2 (6" BARRIER)
(SECTION B) (TYP), SEE
SUPERSTRUCTURE DETAILS
`HCL & PGL
0.02 FT/FT
TYPICAL SECTION
10 5 0 10
ORIGINAL SCALE: 1" = 10'
u
0' TO 6' -11
Lil m
U
W : (A, -Hm' Wt
o I CD U
O
CV .—Uw�U
0.02 FT FT
CENTER OF COLORADO
1-800-922-1987
OR 287-0595 ' u°
CALL 2-BUSINESS DAYS IN ADVANCE
IEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
3
10" CONCRETE BETWEEN
o SIDEWALK AND ROADWAY
CURB, FORM SWALE TO DRAIN
AWAY FROM SIDEWALK AND
OFF BRIDGE, TO BE INCLUDED
IN ITEM 601 - CONCRETE
CLASS D (BRIDGE), SAWCUT
2" OF EXISTING SIDEWALK
EXISTING SIDEWALK AND `-EXISTING BRIDGE `- 8" BARRIER CURB, SEE
RAIL TO BE REMOVED SUPERSTRUCTURE DETAILS
HIGH POINT ELEV = 4917.02
HIGH POINT STA = 60+98.50
PVl STA = 60+98.50
PVI FI FV = 4Q 17 15
60+00 60+50 61+00
DESIGNED BY: DRAWN BY: 'APPROVED BY:
MKS I MKS PJL
SCALE: DATE: CHECKED BY: DATE:
AS SHOWN 1 4-6-05 1 TDB I 4-6-05
PREPARED UNDER THE DIRECT SUPERVISION OF
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
-71/lDS
CITY EMNEER
DATE
CHECKED
BY: w�A.
W�A//TTE/ER..,�& WASTEWA R UTILITY
DATE
CHECKED
BY:..L�^�11�4
Iff"OS
STORMWATER UTILITY
DATE
CHECKED
BY: - N.A.
-�
PARKS & RECREATION
DATE
CHECKED
BY: A,4-
CHECKED
TRAFFIC ENGINEER
BY:
DATE
DATE
PROFILE GRADE 0 ROADWAY CENTERLINE
N.T.S.
61+50
62+00
INTERIM SHEET
41
OF 94
C-1 274
41111* It BRIG. ABUT. 1
N \
cl
u
STA 60+52.07
NOTES:
1. ALL PILES ARE HP12x53
2. ALL PILES ARE END BEARING
4. ALL PILES SHALL HAVE REINFORCED TIPS
5. E-_ _"r INDICATES BATTERED PILE, BATTER 1:4.
6. ESTIMATED PILE TIP ELEVATION IS 4885.
7. MAXIMUM PILE LOAD = 70 TONS.
PIER 2
TIMBERLINE ROAD �o.
t
61 00
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
EIK. ABUT. 3
APPROVED 41
�,�/CITY ENGINE DATE
\ CHECKED BY: ' ` ►� r WATER WASTEWATER UTILITY DATE
CHECKED
STORMWATER UTILITY DATE
\ CHECKED BY: PARKS x. 1RECREATION DATE
CHECKED BY.
1RAFFlC ENGINEER DATE
\ CHECKED BY: DATE
..:_...,..__..,,_.<w-..._.._-..-.....v..,_,_....-... PREPARED UNDER THE DIRECT SUPERVISION OF
cD
-O
Cp
Lp
ROADWAY HCL, SEE
ROADWAY PLANS
IF -t. -
A PILING LAYOUT
43 �� F PIER 12
I \ LEFT EDGE OF DECK \
ORIGINAL SCALE: = 1 -D
COMMERCIAL TIP MAY BE USED IN LIEU OF
REINFORCED TIP. PAY LENGTH SHALL BE AS SHOWN
R 4/4„
(2 REO' D EACH PILE)
Loris and Associates, Inc.
4 PLATES FOR EACH PILE TIP TO BE PAID FOR
2585 Trail Ridge Drive East AS ONE UNIT IN ITEM 502 - REINFORCING TIP
Lafayette, Colorado 80026
PILE (TIP REINFORCING) DETAIL
l
\ `BEGINNING OF
SIDEWALK
0
I
\ o M \ ABUT # 3
ABUT # 1 ' ` ENDMEDIAN \
� (LEFT))
t BRIDGE `\
i
\ ARIGHT EDO OF BRIDGE (MIN) -I
CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
RIGHT EDGE OF BRIDGE (MAX)
DECK ELEVATIONS
Left Edge of
Deck PARALLEL TO HORIZONTAL CONTROL
CL of Bridge
BENT LINE
STATION
OFFSET
ELEVATION
BENT LINE
BF
Abut 1
60+33.1362
- 4 6 . C 0 0 0
4915.9032
BF
Abut 1
CL
Brg Al
60+34.4762
-46.0000
4915.9099
CL
Brg Al
F-1
60+38.9412
-46.0000
4915.9322
F-1
F-2
60+43.4062
-46.0000
4915.9545
F-2
F-3
60+47.8712
-46.0000
4915.9769
F-3
F-4
60+52.3362
-46.0000
4915.9984
F-4
F - 5
60+56.6012
-46.0000
4916.0181
F-5
F-6
60+61.2662
-46.0000
4916.0357
F-6
F-7
F-7
60+65.7312
-46.0000
4916.0513
F-8
F - 8
60+70.1962
-46.0000
4916.0649
F-9
F-9
60+74.6612
-46.0000
4916.0766
CL
Pier 2
CL
Pier 2
60+79.1262
-46.0000
4916.0862
F-1
F-1
60+83.5922
-46.0000
4916.0939
F 2
F-2
60+88.0582
-46.0000
4916.0995
F-3
F-3
60+92.5242
-46.0000
4916.1032
F-4
F-4
60+96.9902
-46.0000
4916.1049
F-5
F-5
61+01.4562
-46.0000
4916.1046
F-6
F-6
61+05.9222
-46.0000
4916.1022
P-7
F-7
61+10.3882
-46.0000
4916.0979
F-8
F-8
61+14.8542
-46.0000
4916.0916
P-9
F-9
61+19.3202
-46.0000
4916.0833
CL
Brg A3
CL
Brg A3
61+23.7862
-46.0000,
4916.0730
BF
Abut 3
OF
Abut 3
61+25.1162
-46.0000
4916.0696
CENTER OF COLORADO
1-800-922-1987
OR 287-0595 I DEMNvVEER°
CALL 2-BUSINESS DAYS IN ADVANCE
EFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
PARALLEL TO HORIZONTAL CONTROL
STATION OFFSET ELEVATION
60+50.7300
0.0000
4916.9109
60+52.0700
0.0000
4916.9172
60+56.5350
0.0000
4916.9369
60+61.0000
0.0000
4916.9547
60+65.4650
0.0000
4916.9704
60+69.9300
0.0000
4916.9942
60+74.3950
0.0000
49115.9959
60+78.8600
0.0000
4917.0057
60+83.3250
0.0000
4917.0135
60+87.7900
0.0000
4917.0193
60+92.2550
0.0000
4917.0230
60+96.7200
0.0000
4917.0240
61+01.1860
0.0000
4917.0246
61+05.6520
0.0000
4917.0224
61+10.1180
0.0000
4917.0183
61+14.5840
0.0000
4917.0121
61+19.0500
0.0000
4917.0039
61+23.5160
0.0000
4916.9937
61+27.9920
0.0000
4916.9915
61+32.4490
0.0000
4916.9674
61+36.9140
0.0000
4916.9512
61+41.3800
0.0000
4916.9331
61+42.7100
0.0000
4916.9273
Beginning of
Sidewalk PARALLEL TO HORIZONTAL CONTROL
Right Edge of
Deck (Min) PARALLEL TO
HORIZONTAL CONTROL
BENT LINE
STATION
OFFSET
ELEVATION
BENT LINE
STATION
OFFSET
ELEVATION
OF
Abut 1
60+36.9609
-36.0000
4916.1223
BF Abut 1
60+59.5346
23.0200
4916.4897
CL
Brg Al
60+38.3009
-36.0000
4916.1290
CL Brg Al
60+60.0746
23.0200
4916.4938
F-1
60+42.7659
-36.0000
4916.1513
F-1
60+65.3396
23.0200
4916.5096
F-2
60+47.2309
-36.0000
4916.1737
F-2
60+69.8046
23.0200
4916.5234
F-3
60+51.6959
-36.0000
4916.1955
F-3
60+74.2E96
23.0200
4916.5352
F-4
60+78.7346
23.0200
4916.5451
F - 4
60+56.1609
-36.0000
4916.2154
F-5
60+03.1996
23.0200
4916.5529
F-5
60+6C.6259
-36.0000
4916.2333
F-6
60+87.6646
23.0200
4916.5587
F-6
60+65.0909
-36.0000
4916.2492
F-7
60+92.1296
23.0200
4916.5626
F-7
60+69.5559
-3 6.0000
4916.2631
F-8
60+96.5946
23.0200
4916.5644
F-8
60+74.0209
-36.0000
4916.2750
F-9
61+01.0596
23.0200
4916.5643
F-9
60+78.4859
-36.0000
4916.2850
CL Pier 2
61+05.5246
23.0200
4916.5621
CL
Pier 2
60+82.9509
-36.0000
9916.2929
F-1
61+09.9906
23.0200
4916.5580
F-1
60+87.4169
-36.0000
4916.2989
F-2
61+14.4566
23.0200
4916.5519
F-2
60+91.8829
-36.0000
4916.3028
F-3
61+19.9226
23.0200
4916.5437
F-3
60+96.3489
-3 6.0000
4916.3048
F-4
61+23.3886
23.0200
4916.5336
F - 4
61+00.6149
-36.0000
4916.3047
F-5
61+27.0546
23.0200
4916.5215
F - 5
61+05.2809
-36.0000
4916.3027
F-6
61+32.3206
23.0200
4916.5074
F-6
61+09.7469
-36.0000
4916.2987
F-7
61+36.7866
23.0200
4916.4913
F-7
61+14.2129
-36.0000
4916.2927
F-8
61+41.2526
23.0200
4916.4732
F-8
61+18.6789
-36.0000
4916.2846
F-9
61+45.7186
23.0200
4916.4531
F-9
61+23.1449
-36.0000
4916.2746
CL Brg A3
61+50.1846
23.0200
4916.4312
CL
Brg A3
61+27.6109
-36.0000
4916.2626
BF Abut 3
61+51.5146
23.0200
4916.4245
BF
Abut 3
61+28.9409
-36.0000
4916.2587
End
of Median
Lt. PARALLEL TO HORIZONTAL CONTROL
Right Edge of
Deck (Max)
BENT
LINE
STATION
OFFSET
ELEVATION
BENT LINE
STATION
OF
Abut 1
60+49.2001
-4.0000
4916.8235
OF
Abut 1
60+62.0971
CL
Brg Al
60+50.5401
-4.0000
4916.8300
CL
Brg Al
60+63.4371
F - 1
60+55.0051
-4.0000
4916.8504
F-1
60+67.9021
F-2
60+59.4731
-4.0000
4916.8686
F-2
60+72.3671
F - 3
60+63.9351
-4.0000
4916.8853
F-3
60+76.8321
F - 4
60+68.4001
-4.0000
4916.8997
F-4
60+91.2971
F - 5
60+72.8651
-4.0000
4916.9121
F-5
60+95.7621
F-6
60+90.2271
F-6
60+77.3301
-4.0000
4916.9226
F-7
60+94.6921
F - 7
60+81.7951
-4.0000
4916.9310
F-8
60+99.1571
F - 8
60+86.2601
-4.0000
4916.9375
61+0.1
F - 9
60+90.7251
-4.0000
4916.9420
CL
r 2
Pier
61+08.097871
CL
Pier 2
60+95.1901
-4.0000
4916.9445
F-1
61+12.5531
F - 1
60+99.6561
-4.0000
4916.9449
F-2
61+17.0191
F-2
61+04.1221
-4.0000
4916.9434
F-3
61+21.4851
F - 3
61+08.5881
-4.0000
4916.9399
F-4
61+25.9511
F - 4
61+13.0541
-4.0000
4916.9344
F-5
61+30.4171
F-5
61+17.5201
-4.0000
4916.9269
F-6
61+34.0031
F - 6
61+21.9861
-4.0000
4916.9174
F-7
61+39.3491
F - 7
61+26.4521
-4.0000
4916.9059
F-0
61+43.8151
F - 8
61+30.9181
-4.0000
4916.8925
F-9
61+48.2811
F-9
61+35_3841
-4.0000
4916.8770
CL
Brg A3
61+52.7471
CL
Brg A3
61+39.6501
-4.0000
4916.8595
OF
Abut 3
61+54.0771
BF
Abut 3
61+41.1801
-4.0000
4916.8539
PARALLEL TO HORIZONTAL CONTROL
OFFSET ELEVATION
29.7200
4916.3643
29.7200
4916.3691
29.7200
4916.3839
29.7200
4916.3965
29.7200
4916.4071
29.7200
4916.4150
29.7200
4916.4225
29.7200
4916.4272
29.7200
4916.4299
29.7200
4916.4306
29.7200
4916.4293
29.7200
4916.4260
29.7200
4916.4207
29.7200
4916.4135
29.7200
4916.4042
29.7200
4916.3929
29.7200
4916.3797
29.7200
4916.3644 .
29.7200
4916.3472
29.7200
4916.3279
29.7200
4916.3067
29.7200
4916.2844
29.7200
4916.2777
NOTE: ELEVATIONS SHOWN ARE FINISHED GRADE. SUBTRACT 2" FOR TOP OF CONCRETE ELEVATIONS.
r.._ _ . -�--___--- _ _ __ -- -_ter--- _�� ~�_ _. _ . �. _� ._.."v. -- - ..._ -_--�-�_ . _ �_ , _ ___ . __. __.___.._� _....
DESIG Y: DRAWN KAPPROVED BY:
MKSMS TIMBERLINE ROAD - 50% INTERIM DESIGN SH43
City of Fbrt Coliine
SCALE:
AL :Silo\Nri (DATE_S_orJ CHECKED BY: DATE: PILING LAYOUT & DECK ELEVATIONS OFAS 94
--
w��wr���� _.-: �.. .,x-,�lwn-.o.•-:,...,,..�...._r..�.,.,�n.,,r,.e..--.• '��i���i III■ rl�l�wr ��w�rw�r���� w�, �,���i .-._ - -� q..,.- ....., n.....>_ _. ,,.. ... ..
..m..�..-, .. _, ..-e.�.w.w..w d,+..+w"�/ � .,.nF.-...s .,w:.�,--.. .,. a._»....,...-.�+pi+�/ �ls�'.r+�.�..--.._•:.,�-py..c�.�^.-.-..+..*Mser.nt,...- .., _.,... �..... _-�.+�.v.,,.,., ,. _.. .....,. ._ -,+ti.�`�-*.,,.,..,««..,..:._.....m+._,.,
-1 274
ae
N
6.?
U-1
iV
274
N
t IRG.
r "
N =
� I
-I r
1
SW -EL 4916.20
NW -EL 4916.26 =
1 i
9
4�
2 1
0
ORIGINAL
6iw. 7e
SCALE: fi" =
1'-0"
SEE BRIDGE RAIL
DETAILS
RE -LOCATED GAS LINE
#6 ® 1' -0
#4 ® 1 ' -0
#7 X '!�La 1'
32'
#5 ® 10-00
—
#4 ® 1 ' —O" ---\
r
Loris and Associates, Inc,
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444,2073
r
0
ABUT 1 EL 4905.50
ABUTP EL 4905.50
SEE BRIDGE RAIL DETAILS, FOR ADDITIONAL INFORMATION
PROVIDE 6"0 BLOCKOUT FOR RE -LOCATED GAS LINE, SEE
DETAIL E/46, LOCATION TO BE DETERMINED IN FIELD
iTY
CJ
3"
#4 ® 1 r -0" 5
Y CLR
TYP LINO
U-
"xllh" DEEP KEY
O �
_n" I .I
46..,/
2 1
0
2
ORIGINAL
SCALE: �,� " =
1'-0'
(SEE PLAN)
CONST. JOINT
GAS LINE TO BE RE —LOCATED
BY OTHERS, CONTRACTOR TO
COORDINATE
REMOVE EXISTING WINGWALL,
TO BE INCLUDED IN ITEM 202
— REMOVAL OF PORTIONS OF .4-----
PRESENT STRUCTURE
LIMITS OF STRUCTURAL
CONCRETE COATING
PREPARED UNDER THE DIRECT SUPERVISION OF
6"0 HOLE, FILL VOID W/ EPDXY
GROUT
CENTER OF COLORADO
1-800-922-1987
OR 287-0595 I D mE R
CALL 2-BUSINESS DAYS IN ADVANCE
EFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
CITY OF FORT COLLINS, COLORADO
U111/UTY PLAN APPROVAL
APPROVED: x
CITY ENGIN
DATE
CHECKED
BY: MA
_.
WATER & WASTEWA'TER UTILITY
DATE
CHECKED
dg�
BY:
- /''f-dD
STORMWATER UTILITY
DATE
CHECKED
BY: Ar. A.
PARKS & RECREATION
DATE
CHECKED
BY: 41
TRAFFIC ENGINEER
DATE
CHECKED
BY:
DATE
(4)-#4 x 2'-0" LONG EACH
FACE, ADJUST LENGTH AS
NECESSARY DEPENDENT UPON
GAS LINE VERTICAL LOCATION
-LOCATED 4"OGAS LINE
IW & SW SECTION THRU WINGWALL E TYPICAL BLOCKOUT DETAIL
2 1 0 2 %46 1 1� 0 1
ORIGINAL SCALE: 1'-0' ORIGINAL SCALE: 1" = 1 ' -0"
TOP OF WINGWALL 3,
EL=4913.06
TOP OF RAILING +3' -04'4"
FIELD VERIFY TO MATCH EXISTING G --
EXISTING EDGE OF BRIDGE DECK
t.
1,I" EXPANSION MATL, PROVIDE RAIL
EXPANSION JOINT
1
s
Sxt tj 4`t
1
1
4
\
\
11
e
�Y,
ROVIDE 6"4�,, BLOCKOUT FO
`
GAS LINE
`SEE DETAIL E/44
D
NE
WINGWALL
PLAN
46
2
1 0
2
ORIGINAL SCALE: i,� "
= 1 ' -0"
t
W�
W
FLOW LINE
%LL FOOTING
-TOP OF WINGWALL
EL=4912.54
(TOP OF RAILING +3' -04'4 ")
� WINGWALL STEM
N:1450073.62
E:3128894.47
_ DESIGNED BY: DRAIN BY: APPROVED BY: —INTERIM SHEET
TIMBERLINE ROAD WIDENING
CITY OF FORT COLLINS, COLORADO MKS I MKS PJL 46
ENGINEERING DIVISION
SCALE: DATE: CHECKED BY: DATE:
AS sHOM ( 4-6-05 MB ( 4-6-05 WINGWALL DETAILS �F 94
City of Wort Collin=
w�
- - .W.m�..c3,-=,....w,q/ ��!"w-,..,w°--�'»«"w+"'—'._—....:.........�..-.«..y.....,��,r,./ �++,,..... _..._._�..�.., ..�,,..-..._.�.�:�.,,,.„,..>, ,. ...-..,.�.—.--ate,-,.,.,_ ... .� _,.. ,, ,...w , .._.•-....e.. ;ar...,_.x...,.... ,....,..._.....:.... -_.-.. ..._,... .. _..,-:......,k :. .. ..�..✓ � �.
C -1 274
r-
N
p'"•1
I
V
W
(n
uj
!(NO
NOTES:
1. BARRIER RETROFIT DESIGNED IN A
AASHTO STANDARD SPECIFICATIONS, 1
INTERIMS.
2. ALL CONCRETE FOR WINGWALL MO
SHALL BE COOT CLASS D.
3. BACKFILL TRENCH EXCAVATION WIT
* Loris and Associates, Inc.
2585 Trail Ridge Drtve East
Lafayette, Colorado 80026
303.444.2073
A TE:
FIBER 0
DANCE WITH
EDITION WITH
- - - REMOVE PORTIONS Oi
FLOWFILL EXISTING WINGWALL, TO BI
INCLUDED IN ITEM 202 .
REMOVAL OF PORTIONS 01
PRESENT STRUCTURI
3'-0* MIN
EXISTING EDGE OF BRIDGE DECK
EXPANSION MATL, PROVIDE RAIL
EXPANSION JOINT
PORTION OF EX BRIDGE RAIL
AND WINGWALL TO BE REMOVED
20'
04x *!�❑ 0 12
V -e" #4 0 12"
#6x —� ^ 0 12"-\
i%" EXP. JT. FI
EX. FIBER OPTIC TO REMAI
3; 3'-2* MAX. MAINTAIN MII
EDGE DISTANCE TO CONDUITS
"
<
I
00 0
i
#4 0 12"--' '
I I
20
I I
• I
- I I
I • �
PORTION OF EX I
BRIDGE RAIL AND
WINGWALL TO REMAIN
I I
I I
I I
I • I
ORIGINAL SCALE: I1/i" = V -0"
CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
2'-0" WIDE TRENCH. ALIGN
IMMEDIATELY ADJACENT TO FIBER
OPTIC CONDUITS
GUARDRAIL TRANSITION TYPE 3G
2 1 0 2
ORIGINAL SCALE: 1/2 " = 1 ' -0"
SEE BRIDGE RAIL DETAILS
EXCEPT AS NOTED
cc
#6x J 0 12"
12
#6x 12• 0 12"
EX. FIBER OPTIC TO REMAIN
V-GROOVE
CHAMFER
#4x ^= 0 12"
3'-8•
DRILL & EPDXY GROUT #8x19"
(12" EMBEDMENT) 0 12" C/C
EX. GAS TO REMAIN
PORTION OF EX BRIDGE RAIL
AND WINGWALL TO BE REMOVED
7'-8• #4 0 12"
#6x -�'r-- 0 12"-
#4 0 12"
20•
#4x �❑ 0 12"
Ut51GNED BY: DRAWN BY: "APPROVED BY:
TDB I TDB PJL
SCALE: DATE: CHECKED BY: DATE:
O-OF:r-cC4ollins ` AS SHOWN 08-29-06 PJL 18-29-06
DRAWIN6 OF RI�CORA
=I
PREPARED UNDER THE DIRECT SUPERVISION OF
VARIES:
3' -1 "f MAX
UIILIIY N011FICA11ON
CENTER OF COLORADO
1-800-922-1987
OR 287-0595 I DENVVEER
CALL 2-BUSINESS DAYS IN ADVANCE
EFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER & WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
DATE
> SEE BRIDGE RAIL DETAILS
EXCEPT AS NOTED
#6x 12• 0 12"
a
I
I I
•I
34" V-GROOVE
I I
4'4" CHAMFER
I I
I I
I I
'OR T ON OF EX BRIDGE-All
RIDGE l
RAIL AND WINGWALL TO
REMAIN
ORIGINAL SCALE: I,� " = 1 ' -0"
#4x ^= 0 12"
3'-8-
DRILL & EPDXY GROUT #809"
(12" EMBEDMENT) 0 12" C/C
EX. GAS TO REMAIN
* =VARY DEPTH, WIDTH AND/OR LOCATION AS
REQUIRED TO AVOID FIBER OPTIC LINES, BUT
MAINTAIN THICKENED EDGE COUNTERBALANCE
FORCE OF 5.0 SF AREA X 7 FT LEVER ARM.
TIMBERLINE ROAD WIDENING - INTERIM
N.E. WINGWALL MODIFICATION DETAILS
1EET
46A
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274
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