HomeMy WebLinkAboutSPRING CREEK BIKE TRAIL CROSSING IMPROVEMENTS TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-03-081 • •
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VICINITY MAP
FOR
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
AUGUST 1991
INDEX
1. COVER SHEET
2. SITE PLAN, PLAN VIEW AND
CROSS SECTION.
3. DETAILS
ABBREVIATIIONS
CJ
CONC.
HORIZ.
TYP.
VERT.
a
CONSTRUCTION JOINT
CONCRETE
HORIZONTAL
TYPICAL
VERTICAL
GENERAL NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF FORT COLLINS STANDARDS.
2. BENCHMARK. ENGINEER WILLPROVIDE
BENCHMARK FOR PURPOSES OF VERTICAL
CONTROL AT TIME OF CONSTRUCTION.
3. PEDESTRIAN FOOT AND BIKE TRAFFIC
ACCESS MUST BE MAINTAINED AT ALL
TI M ES.
DRAWN
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41-512
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ST 1991
SHEET 1
1
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EXIS
SITE PLAN
SCALE 1 "= 50.0'
EXISTING CONC. DROP GROUTED RIPRAP TO EXTEND
FROM WING WALLS AND BOX CULVERT ,TO EXISTING CONC. DROP
EXISTING CMP CULVERT (3)
TO BE REMOVED NOTE: GROUTED RIPRAP WILL HAVE D50-9", DEPTH=12"
�- LAID ON 3" OF GRANULAR BEDDING.
o SAWCUT, REMOVE AND. DISPOSE OF
PROPOSED 3-SIDED BOX CULVERT
Q D� EXISTING ASPHALT PATH
12' W X 4' H X 10' L (2-5' PRECAST _
SECTIONS) SEE DETAIL SHEET 3.
6" CONC. BIKE PATH
0 EXTEND PATH 25' NO.
OF CULVERT GRADUALLY
D �Da TAPERING FROM 10' WIDTH
AT CULVERT TO EXISTING PATH.
EXTEND NEW PATH 40' SO. OF
CULVERT MAINTAINING A WIDTH
OF 10' THEN TAPER TO ORIGINAL
PATH AT 65'
PLAN VIEW
SCALE 1" =10.0'
WING WALL OF PROPOSED
BOX CULVERT
SEE DETAIL SHEET 3..
RIPRAP TO EXTEND 15' DOWN STREAM
OF WING WALLS AND BOX CULVERT
FIRST 10' TO BE GROUTED, LAST 5' NOT GROUTED.
EDGE OF EXISTING ASPHALT PATH
NOTE: CONTRACTOR TO PROVIDE TEMPORARY ACCESS FOR PEDESTRIAN
AND BICYCLE TRAFFIC DOWN STREAM OF CONSTRUCTION AREA FOR
DURATION OF CONSTRUCTION PERIOD.
NOTE: RIPRAP TO EXTEND FROM TOP OF SLOPE TO TOP OF SLOPE
UPSTREAM AND DOWNSTREAM OF BOX CULVERT.
PROPOSED PATH
N
XISTING BIKE PATH
OPOSED GRADE
:1 SLOPE
2' WIDE X 4' HIGH X 10' LONG
-SIDED BOX CULVERT
0 BE SET ON CAST -IN -PLACE
OOTINGS. SEE DETAIL SHEET 3
-RT IN=4893.53
=RT OUT-4893.43
SECTION q
VERT. SCALE 1" = 2,00'
HORIZ. SCALE 1" = 20.00'
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JCS NO.
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SCALE
N.T4.
DATE194g. /99/
3 1 2
5"
#4 RE( AR 1'_b" mom!
EDGE EDGE TYP.) #4 REBAR 5'-0" C-C
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NOT TOE SCALE
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WOO UEVATION
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S. WNIOWALL t'OOT1110ff AtIII BE
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L 11rtN�owAuiE��" IIAJi EV
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sNALLW, sm WIM*ALLS
SPLICE
v
BIKE PATH
HEAVY BROOM FINISH
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1 1 -
�1 OIL -
1 �
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4•l rolT
EASE EgGES FOC 'i1CNT
e SA;
114sru J,TION INTO Tula
SECTION A -A
4- Z=to MILS
A-TfI,CII W/ 2-*A LALV.
uaiLS ea. roST.
CULVERT
1 1/2" DEPTH ON KEY
6 #4 BARS
#4 BARS ® 1'-6" SPACING
4.4 1DST
emmu 9JCp(LY DaIm
6mm or Tm
~ ONIf THi9 rA%L 06M
NOfFA ON Rate
TS 4•4•9/0.'w0' l'
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RM CUL
Ct057 MILL 1.0 AMFS
RAIL DETAIL
�• !'d' IAAK. FOR IV 2: 1 FILL SLOlEf,
tmuwm I" sw"s
FLATTER TNAN I V2:I
MIL am
mp � AI or
AL Of
y,--• ^.�• I --,I "�'I WALL
um 4 N I•Ir
h
SECMN A
SCALE 1 1/2"=1'-0" 3
NOTE: FOR WING WALL HEIGHT
m = 4' -10"
k= 4'-0"
CF GRIMM
SACK
_Lrac - - - d. •AR!
f1.0•
l"*',I� 1 1 lo's�lµi'o""ilddsi�'I
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3• { !'
cln.
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9' 7• •' 9'
'SECTION
O=
b'
_
1+ 16 1• I10 20 2 4
1 20 24 t1 30 3+ 3• 4
it' . TYF/P--1-C'-A-L
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W=
CSd eery
1+
2 32 30 42 ♦9 !2 !9 62 6•.
4
72
•heel CrTUII
+ 116"-+ all0 40 MI 9 6e17
NI 0210 0.239 0- O.3 0. 7 0.457 .l06 Q
! ctrk
l
AF RehI. LA/U •O 9.3 IQ7 12.1 16.2 21.7 29.0 37.0 lI.O
to DOE! NOT
f7.!
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INCLUDEW
CLUOE 70E WALL ONTITIES
1
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DESIGN TABLE
»4 .r1 ra l
OYNRITES Fa 1- T OI•T .I
C•eenk 0.049 C.26 A. IIA It -►� or
N41et+oo~ U Lk Per Nw R.
WITH TOE WALL
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.: NMe�f
NIewIY 4.treltr
Top of teollq ELEV-
WITH CONCRETE APRON
APRON
�,_� •e9Ia1laJL
°i1".»A"""' °LAN TOE WALL
RsWI - b•4.0•
W.6'2'
1
_ 0.
_-
DESIGN EXAMPLE
T. MEOW DATA GENERAL NOTES:
CST LINB, COLpRAt>0
IS1TSl1 Ift ', I ` INlV) 1. REVISED COON-M-601-20
Eli
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1:. R .
D-19a
WINGWALLS
CITY OF FORT COLLINS# COLORADO
ENGINEERING SERVICES UNIT
APPROVED BY:
DATE: S / (P If4
REVISIONS:
D-19b
10" (TYP.,
NOTE: BOX CULVERT FOOTING LONGITUDINAL
-L TO BE TIED TO WING WALL FOOTING
GITUDINAL STEEL.
TYP.)
#4 HARS (4 1
II#4 BARS (0 1' -6" SPACING -
1 112" DEPTH ON KEY -
12'-0"
SECTION g
CAI E 1 1/2"=1'-O" 3
i - WING WALL
RS ® 1' -6" SPACING
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TST, INC.
Consuhinq Engineer
a011 NO.10-014-512
"ALE AS SHOWN
DATE AUGUST 1991
3 1 3