HomeMy WebLinkAboutSPRING CREEK TRAIL WEST OF SOUTH TAFT HILL ROAD TRAIL EASEMENT LAND SURVEY PLAT H-038 - Filed LSP-LAND SURVEY PLATS - 2010-03-05H-38
CONSTRUCT NEW DRIVEWAY
SEE DETAIL
\ \ \ CREEK CR❑SSING N❑A
EARTHWORK SECTI❑N
SEE DETAIL
` STA.35+50 -39+40
\ WARNING SIGN �` WIDEN EXISTING FILL -
"YIELD TO HORSES �� \ ` �o, EXTEND 5, 12" ADS PIPE
18"x18" ` `� 360 cy. in place
TEMPORARY L
35+00 30+00�
\/ - 0
J
MZDITCH CROSSING �. OM- - _ _ - _ - - _
DITCH
2151, 15 c y. ex c.
SEE DETAIL
FILL SECTION
'STA.39+50 , 31+75 to 33+00
AccEss ---- — 20� TOP
210 cy. in place
MAX. 2� HIGH
39+60 50c.y. in place
END CONCRETE TRAIL
BEGIN GRAVEL TRAIL
m
DRAKE
0
NORTH
0 100' 200' 300'
v
INSTALL 10' STEEL GATE
TRAIL J
ROAD STOP SIGN RI -I V ASPHALT SIDEWALK
is"x 18"
STA. 0+00
BEGIN FENCE
BEGIN 10' WIDE
ASPHALT TRAIL
SEE DETAIL
CITY
5+00
30,
f
t
a WARNING SIGN
YIELD TO HORSES CHANNEL M❑DIFICATI❑N SECTION 1
I8 xl8 CREEK CR❑SSING NO, 3 INSTALL 4., 36" CULVERTS #
EARTHWORK SECTI❑N SEE DETAIL I
SEE DETAIL CREEK CROSSINGS NO.S lag
ACCESS ON H❑RTON
7PROPERTY WILL REQUIRE
TEMPORARY FENCING
BARN CO
/EXC. IIOcy. FOR
GEOTEXTILE
IlOcy. FILL IN PLACE
CLEARING AND GRUBBING SECTION
STA. 30+30 to 35+ 40
REMOVE ALL RUSSIAN OLIVE TREES
TRIM OTHER TREES AS MARKED
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
PARK PLANNING AND DEVELOPMENT DIVISION
281 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO 80521
City of Fort Collins
PCG� ;11�06
LOWER MH.
/ 1 4FEET
-A-- IO
OM4 _-1---
CREEK
25+00
rn
u FENCE
END ASPHALT TRAIL
BEGIN CONCRETEL
END FENCE 13+00
20+00
10+00
EXC.IOocy. STALL 10' STEEL GATE
/15+00
Pr
OM7 * * * * �/
* *�
15
❑ ❑
INSTALL 10" PIPE, 16', ADS n
CONSTRUCT IRRIGATI❑N LATERAL, 300'
SEE DETAIL
DATE
DRAWN BY
DESIGNED
CHECKED
REVISIONS
LAYOUT MAP
TRIM
BUSHES
WARNING
SIGNS (2)
WI -I
18 It x 18"
CONTRACTOR RESPONSIBLE TO FIELD
VERIFY ALL UTILITIES
2 OF 7
H-36
H-38
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110110
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NOVE'YBaR 00"
SHEETS
i.4
4" to 5" 16' - 0" Max.
Top \
10", No. 9 Ga. Ga1v. Stay 2 Strands
�Na. 12 1/2 Ga.
Galvanized
MINIMUM GATE POST SIZE, ROUND 8" DIAMETER OR
RECTANGULAR 6" x 8"
Z
2
0
TOPS01
h� 10,
ASPHALT TRAIL SECTION
STA. 0+00 TO STA. 13+00
5'
3�THICK, GRADING E
ASPHALT 90% COMPACTION
ROUND -UP
SOIL STERILANT
3THICK, GRADING E
ASPHALT 90% COMPACTION
DRAKE RD.
ROUNDUP
ASPHALT SIDEWALK SECTION
230'
MATCH EXISTING GROUND THROUGH DRIVEWAY
8' I 4THICK
q 74& go7AW ♦.�
EXISTING GROUND
ROAD BASE TRAIL
TOPSOIL TRAIL
OyT rJ
STA. 29+15- 30+95
EXC: 16' by l' DEEP by 180'
FILL 110 cy.
» \,
GEOTEXTILE
MIRAFI 500 x
OR EQUAL
TRAIL FILL DEPTH VARIES
TOPSOIL
16
GEOTEXTILE
M IR AFI 500x
OR EQUAL
TA. 22+50 - 24+75
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
PARK PLANNING AND DEVELOPMENT DIVISION
281 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO 80521
Yellow solid or broken (5' long
with 20' space) on trail centerline.
10'
5" thick\ \ #4 bars continuous
#4 bar, 5' C-C
Notes: -
1. 3,500 P.S.I. concrete.
2. Reinforcing steel supported during pour in center of slab.
3. Control joints: 10' C-C, expansion joint every 90' and control joint
continuously along trail centerline. All control joints to be saw cut.
4. I% outslope on trail surface.
5. Recondition, level base under trail.
6. Trail surface shall allow water to drain away from trail.
7. Expansion joint shall contain three (3), 1/211 by 2411 smooth
dowel bars evenly space across the trail, grease one
end of each bar.
TYPICAL CONCRETE TRAIL
CITY OF FT. COLLINS
PARKS AND RECREATION DEPT.
STANDARD
DRAWING
Clearing Limits
Brush extending into the clearing limits that is over 12 inches in heiqht
and 1/2 inch in diameter shall be cut flush with the main stem at a branch
fork or at ground level if a fork main stem is nonexistence
Clearing Limit
H ? UDhi 11
10'
Clearing Limit
Downhill
1-
Trailway
Cut
—.{ rrailbed 2i-)C
I I
LAJ
SOURCE: U.S.F.S. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS
CITY OF FT. COLLINS
HORSE TRAIL PARKS AND RECREATION DEPT,
TYPICAL STANDARD
DRAWING T-120
DATE
DRAWN BY
DESIGNED
CHECKED
-L ft. I 4 Ft.
A
Horse Fabric, 48" high,
e I 2" x 4" openings, galvanized
o High Tensile Fabric
Staples: 1 1/2" Long, No. 9 Ga.
FENCE TYPICAL
View Looking Into Park
POSTS: L.P. Pine, treated per AWPA Standard C-2, minimum 0.40 pounds per
cu. ft. retainage.
Ft.
6" to 7"Top
4 1/2" Min. Dia., Mortise
1" w/2 - 20d Spikes
2 - Strands No. 9 Ga.
Galt'. Wire, Twisted Tight
All wire ends shall go
completely around post,
be stapled to the post, and
wrap around itself a minimum
of two times
3" minimum concrete around
post
END SECTION; GATE SECTION (2)• CORNER SECTION (2)
Maximum length of fence without corner post, end post, gate post or brace
post shall be 1,000 ft.
Open Space/Trail Fence CITY OF FT. COLLINS
With Horse Fabric PARKS AND RECREATION DEPT.
STANDARD
DRAWING
FILL DEPTH TRAIL 10' TOPSOIL
VARIES k 16' BASE 3:1
REVISIONS
STA. 31+75 - 33+00
39+.50
TITLE
IIad0W1/I0s �MAFA • �VAMAM' ' , ,
=OA
���r �i111i .
I� MINIMUM 3' INTO GROUND til I
I I MINIMUM 3" CONCRETE AROUND POST I 1
I_! L _I
p 311
180o HINGE
1/411 THICK WITH HOLES FOR
1/2" DIA. BOLTS.
NOTES:
1. CITY WILL SUPPLY AND INSTALL CHAIN AND LOCK.
2. SEE "FENCE TYPICAL" FOR BRACE SECTION DETAILS.
3. ALL STEEL TO BE 1/8"+THICKNESS, 2" SQUARE OR 2" O.D. TUBING, STANDARD
FABRICATION, MINIMUM YIELD STRENGTH 50,000 PSI.
4. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH.
5. STEEL SHALL BE PRIMED WITH ZINC CHROMATE/RED OXIDE PRIMER AND PAINT WITH
2 COATS OF IRONCLAD, RETARDO RUST INHIBITIVE PAINT COLOR "BRONZETONE" BY
BENJAMINE MOORE OR EQUAL.
---- ---'�_._�. -.. rr�.v•�., vv..�Lr. LLB \. 11\4LL IVJ IT III\�
7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF GATE, HINGES, AND LATCH FOR
APPROVAL PRIOR TO INSTALLATION.
10' x 4'-4" PASTURE GATE
STEEL
WHITE FENCE
\n DEPTH VARIES
\1 WIDE
EXISTING
WHITE FENCE FILL \
8
i
NEW FILL
DETAILS
5' min.
CITY OF FT. COLLINS
PARKS AND RECREATION DEPT.
STANDARD
DRAWING
TRAIL
IRRIGATION LATERAL
300,
NEW CONCRETE
TRAIL
STA. 35+50 -39t40
TYPICAL
WIRE FENCE
WIRE FENCE
NEW DITCH
SLOPE TO WEST
SHEET
6 OF 7