HomeMy WebLinkAboutPOUDRE TRAIL EAST PROSPECT CROSSING TRAIL EASEMENT LAND SURVEY PLAT H-041 - Filed LSP-LAND SURVEY PLATS - 2010-03-05y-�il
STA. 0+00
BEGIN CONCRETE
TRAIL, SAWCUT A
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
PARK PLANNING AND DEVELOPMENT DIVISION
DATE
DRAWN BY
DESIGNED
CHECKED
REVISIONS
NORTH OF PROSPECT STREET
SHEET
2 of 6
281 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO 80521
City of Fort Collins
a
EDGE OF ASPHALT
FENCE LINE
BEGIN WESTERN
2—RAIL FENCE
STA. 0;00
EXISTING
TRAIL
l
BEGIN COVERING
RIP RAP WITH
TOP SOIL
ASPHALT DRAIN
BRIDGE
U*41_.
4900
489
4890
0
�R=32'
REMOVE 10'x II'
CONCRETE SECTION
BEGIN TOPSOIL REMOVAL
BEGIN RETAINING WALL
BEGIN FILL
ENTRANCE SIGN
\\ 0\� �R=55'
x \
t
BEGIN A//
RETAINING
WALL
CURVE NO. I
6 •
9 0'
R=32'
L =
50.3'
PC =
0+15
PT =
0+65.3
TEMPORARY FENCE LOCATION
DURING CONSTRU
PERMANENT FENCE LOCATION
1
li
i
II
RETAINING WALL l
SEE DETAIL
10,
TOPSOIL TRAIL
6" THICK ; FENCE LINE
SEED„*
FILL 90% COMPACTION
REMOVE EXISTING TOPSOIL ~7.00
SAME AS AT
STA. 540 0
TYPICAL SECTION A —A
)ENO ASPHALT
20' BY 100�
X
2 4' 93
6+50
3" H. B. P.
BASE
DRIVEWAY DETAIL REMOVE EXISTING 5%k
FENCE AND GATES ` 9
I SHARP POINT DRIVE
INSTALL NEW 16' GATES � � I �
WITH BRACE o i
SECTIONS 1 I I I I 6+ 15
ANDERSON'S END ASPHALT DRIVEWAY
CONSTRUCT DIP IN TRAIL PRIVATE PROPERTY BEGIN CONCRETE TRAIL
FOR ASPHALT DRAIN / BEGIN FILL
SAW CUT ASPHALT /� 1 6+00
1+00 1+50 •
-�
END
RETAINING
WALL
CURVE NO2
• 5TO 30'
R■55'
L
■ 55.2'
PC
• 0.76.5
PT
• 1.31.7
n
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
PARK PLANNING AND DEVELOPMENT DIVISION
281 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO 80521
OVERHEAD POWERLINE END / f BACK OF CURB
FENCE LINE OVERHEAD POWER LINE RETAINING
2 E6„
WALL
RETAINING WALL POWER POLE
94 '� / �SAWCUT ASPHALT
x�—x xT--x—max x x— x—;�--� _ � ��• � • �—
• _ , • • -- ---}'— —�� END TOPSOIL UNDERGROUND POWER LINE
2+00 2+50 3+00 �. 3+50 4+00 • !• r� 5+50�MOVAL
�� �. T� �� r. ��� �� �� �.� �� �� �� �� �� his • . a.. • ��
50—
EDGE OF GRAVEL SHOULDER • 5*00 5+25
EDGE OF ASPHALT END CONCRETE TRAIL
18" x 24" BEGIN ASPHALT DRIVEWAY
BLACK ON ORANGE— END FILL
',�rL PROSPECT) STREET CAUTION
DRIVEWAY
CROSSING
G'AJ 41.VE YIELD TO
VEHICLES
City of Fort Collins
DATE
DRAWN BY
3+
3+50 4+ 0(t 0(
REVISIONS I TITi.E
SCALE 1%20'
-t
1_---r r -7 --i--r �- •--
4+50 5+00
SOUTH OF PROSPECT STREET
r�
6+ 00
SHEET
3 of b
No Text
No Text
r
4" to 5" DIA. RAIL
5" to 6" DIA. POST
1 8' C-C
16"
,
16"
T1 i
Min. 5'-3" posts 1 NOTE: SET POSTS IN I I
' C NCRETE ON 2S0 I I
N PROSPECT
TYPICAL RAIL SECTION
All lumber, L.P. Pine,shall be treated with cca (chromated copper arAenste)
in conformance with AWPA Standard C-2. A minimum of 0.40 pounds per cu. ft.
of preservative, shal I be retained after treateent.
8' -'0" 5* to 6" DIA. POST
.� 4" to 5" DIA. RAIL
40":h f— —
,I 5" to 6" SPLIT RAIL '
BOTH SIDES
MIN. 3" CONCRETE AROUND ;I i
I I POSTS. POSTS MIN. 5'-3" I I
END SECTION, GATE SECTION (2),
CITY OF FT. COLLINS
WESTERN 2-RAIL FENCE PARKS AND RECREATION DEPT.
STANDARD
DRANANG
10'-6» -
6" DIA. POST
I/ SET IN CONCRETE
5" DIA. RAIL%
6" SPLIT RAIL
BOTH SIDES
Concrete i!
Typical Gate
Gate and end posts to be set in concrete,
minimum 3" concrete around post.
Minim= 6' long posts
*+ " RODS, THREADED AS
NEEDED FOR BOLTS
GALVANIZED WASHERS/
NUTS/NAILS
All lumber, L.P. Pine, shall"be treated with cca (chromated copper arsenate)
in conformance with AWPA Standard C-2. A minimum of 0.40 pounds per cu. ft.
of preservative shall be retained after treatment.
CITY OF FT. COLLINS
WESTERN 2-RAIL PARKS AND RECREATION DEPT,
GATETYPICAL STANDARD
DRAWING
CITY OF FORT COLLINS, COLORADO
PARKS AND RECREATION DEPARTMENT
PARK PLANNING AND DEVELOPMENT DIVISION
281 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO 80521
5" thick
rRUT
;AWAY, 1 3/4SQ.
2 SQ. BY 3 GROUND
SLEEVE 1
II
II
TRAIL SIGN TYPICAL
Yellow solid or broken (5' long
with 20' space) on trail centerline.
0
N4 bars contii
M4 bar, 5' C-C
1'
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. 1% 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), 1/2" by 24" smooth
dowel bars evenly space across the trail, grease one
end of eadh bar.
TYPICAL CONCRETE TRAIL
CITY OF FT. COLLINS
PARKS AND RECREATION DEPT.
STANDARD
DRAWING
City of Font Collins
DAM
��
DIUWN BY
MINIMUM GATE POST SIZE, ROUND 8" DIAMETER OR
RECTANGULAR B" x 8"
16'-OK LATCH
BRACE
SECTION
I 4'-4»
I 1'•
I MINIMUM 5' INTO GROUND
I I MINIMUM 3" CONCRETE AROUND POST
L!
• 301
180o HINGE
1/4" i�T 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.
-iMAlOMOY..
I.'CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF GATE, HINGES, AND LATCH FOR
APPROVAL PRIOR TO INSTALLATION.
.16' x 4'-4" PASTURE GATE
STEEL
POST, TREATED
MATERIAL CtEDAR
COUNTERSUNK
9/16" CARRIAGE BOLT
WITH LOCK NUTS AND
WOOD PLUGS.
TWO PER POST.
CITY OF FT. COLLINS
PARKS AND RECREATION DEPT.
STANDARD
DRAWING
1 1/2" THICK, MATERIAL C 6 D/0 Q
WITH TENON JOINTS AS REQUIRED
FLUSH LETTERS, IMAGE, AND FRAME
SAND BLASTED BACKGROUND
TENON JOINT
3/8"
1/4" +
NOTE: STAIN AND SEAL ALL EXPOSED EDGES, OLYMPIC STAIN OR EQUAL.
SUBMIT FOR LETTERING AND COLOR APPROVAL PRIOR TO CONSTRUCTION.
REVISIONS TITLE
DETAILS
I.A
TOP VIEW A
SIDE VIEW
METAL RIDGE CAP AT SEAMS, PAINT TO MATCH
CEDAR SHAKE SHINGLES, M1 RED
N2"x
3/4" EDX PLYWOOD
30 LBS..FELT
GUSSETT 1/2" x 6" x 6"STAIN ALL EXPOSED 2 x 4's WITH TWO COATS
COLOR MATCHING SIGN POSTS.
E
SECTION A -A ENTRANCE SIGN
DETAILS
u
4-O « „
TITLE, STYLE SC ROLL x .6- POST
LETTER SIZE 4"
T
/1fA� o/r ARteA� rypc.�ivb' STRAtrr�
f, Arc.
4040.4 NO 3 -!i u
Orr, rPALr4l AA-C Ole
r
PitO R6z6—_6tr
CITY OF FORT COLLINS-4"
PARKS a RECREATION DEPARTMENT— 3" F/
,1± t
CITY LOGO 3L$t'
Flo
L
I
I I � J
3" MINIMUM CONCRETE
AROUND POST
2500 PSI CONCRETE, TYPE I
5 SACK MIX.
SHEET
6 of 6