HomeMy WebLinkAboutPOUDRE TRAIL PROSPECT TO NATURE CENTER TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-03-04No Text
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/, `50
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`t 885
m
4665
6' SEED/A/G t�aTN IhtttcN
AA+O !�RT/L/2ER 0.2 acre
4 Sys
S-fOU S+SO 6 *v
C.S. U. /Varu/�� CEn/TER
/O o," / 4
92853
'0'
ffh
11 Y11411 lug)
PERSPECTIVE VIEW
1 61-01,
TOP OF CURB `! F.L.
ELEVATION
..e�N 'e,
e• J.• '1 211
I' \
fl
TRAIL/PATH '... o.. s. ..,: fi
EXPANSION JOINT a ' ,'. •• e'. •; •. •,� •r,:•,p
_SECTION A —A
N.T.S.
1. REINFORCEMENT: H4 BARS, 12" C-C EACH DIRECTION, ONE LAYER CONTINUOUS THROUGHOUT
SLAB. BARS TO BE SUPPORTED MINIMUM 3" FROM GROUND BY APPROVED SUPPORTS.
2. TRANSITION GROUND TO TRAIL AND INTERSECTION; MAXIMUM 3:1 SLOPE.
STAT/oN O+ OO
TRAIL/PATH: STREET INTERSECTION CITY OF FT. COLLINS
VERTICAL CURB AND GUTTER PARKS AND RECREATION DEPT.
(NO SIDEWALK) STANDARD
DRAWING T- 108
Control
joint
Control
joint
Transition
-Driveway
width
A
Slope = I/4
per ft.
EXPANSION JOINT
Slope=l"per ft.
Maximum
Warped
Warped
section
I section
Prooerty Line
(Concrete Limit )
NOTE: EXPANSION JOINT TO BE
PROVIDED AT BACK OF
WALK.
Control
.EXPANSION JOINT I i.,;.,#-
41"
WALK
',a A Transition
PERSPECTIVE YIEW
NOTE
Retrofit Drive Approaches Shall
Match Existing Card".
3
o,
••;e�o.e; 11 2n
;o \
M h1. Slope 14 per It. I ��•
4 s
EXPANSION JOINT •� '••�''+•'•p','
SECTION A -A
N.T.S.
DRIVEWAY WIDTH
M rwFPIWFA —Fo Ft 2 4 ' MaH-iernily
I a 2 Family
NEW DRIVEWAY APPROACH DETAILS
VERTICAL CURB AND GUTTER
CITY OF FORT COLLINS COLORADO REVISED 2-84
r REVISED II-85
ENGINEERING DIVISION REVISED 4-86
PROVIDE SMOOTH TRANSITION TO EXISTING PATH
RELOCATED GATE AND 5' OPENING
96
rt r
coAlrRFlCTOA F/tRA/iJNEO
TOP.ro/L y 6 M r.AW cK
/95 CY (w PJ.ACE
SA60/N6 frZ7N fdiR77a/2£R 95
A/O A07&"cM. 0.2 ACAA
94
RE CONGD/r/O/✓
SC.9�i,�y 6 ~DEEP MARSH
9.T `% COI. p/gc>7oN
G[NO6OQ
� fl
94
S 70P S/60V R
CONCRETE
APPROACH
OLt/O.✓T/T/iiJ
EL. 96.40
24'
,
27 1
19,
24' 1
TOPSO/t RiAan✓NL/�QEPt/e eEAws�T , 9 e C. V
TO/OSO/W- LO,vTAtivcTDR Fi4RN/!4/E,o7 /2S c.Y,
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R6Con,o/TioN� 6 " 0A / 790 .rQ, Yd.
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n9.rP'W'V'.T; 6Ajeo"Wa"AZ i-*, newel. /04 To/w
TRAIL
ASPHALT SURFACE
6" BASE 1' BEYOND ASPHALT EDGE 12%
4" x 10' WHITE STRIPE J
HANDICAP SYMBOL AND SIGN
/NFo,r0 Orion/ Jis'/✓
/IIII
O
BaC MF.r1t0 BERRY C4)
5 C3.gctoN
4I , -O' 95
�- IF I 31
_-._,
• iuu - - —r— ---- I � PiNvoi✓ PANE (3)
j, �`EL. 95.54
27'
1,�\L 0
F.L. EL. 4894.62
CURB
1-- SHARP POINT DRIVE —�
PAR/'/N!e' LOT
ALONG S.YARP POINT ,OR.
S OlB
WESTERN 2-RAIL FENCE
2
7N
NARROW LEi9/ CvrTONL✓Ooo (3)
149"C.vt BtB
FORT CCILLllVG �II
CITY OF FORT COLLINS, COLORADO
PARKS & RECREATION DEPARTMENT
PLANNING & OPEN SPACE DIVISION
" PARKS Arm RECR&,noN J
DFPARTMF741
413 SOUTH BRYAN ST FORT COLLINS, COLORADO 80521
DATE -
-DRAWN BY
DES 8Y __—
CHECKED_
SHARP POINT DRIVE
SACK I
COAT
ASPHALT
TRAIL
10' WIDE
6" CURB
,-�- A
L F1
CONCRETE APRON
ST,,Q 9 VF 2 0
CENTERLINE
I24" R.C.P.
TACK
COAT
ASPHALT
TRAIL
10' WIDE
10" TO 16"
RIVER ROCK
HAND PLACED
70�TOTAL
CONCRETE SECTION
10' WIDE BY 16' LONG
SLOPE 17 ACROSS TRAIL
TO DRAIN
#4 BARS 12" C-C, ONE LAYER
8'1-
10' �—1
2" WEEP HOLE WITH
SHARP
1 CU. FT. OF GRAVEL
POINT
DRIVE
IN BURLAP
SLOPE 17 TO DRAIN
�- _.
81
24" R.C.P.
i
.
3'-6"+
-
WITH END SECTION
FILL AT 95%
COMPACTION TO MATCH SURROUNDING
SLOPE
APRON
SECTION
A -A
CUTOFF WALL, 8 TNIuc
8" THICK WITH 6" CURB
STATION 9 +
20
I`f` 4 BARS AT I2 v C-C, ONE
16' x 17'
LAYlR, EXTEND MIN. 2`
#4 BARS AT 12" C-C, ONE LAYER
tNTo APRoN
7 TO 8 SACK MIX WITH AIR; CHIPS - 3/8"
HAND PLACE 10" TO 16" RIVER ROCKS
RANDOMLY TO DISSIPATE FLOW
WET ROCKS PRIOR TO PLACING IN CONCRETE
DO NOT BLOCK EXIT LINE OF 24" R.C.P.
REVISIONS
TITLE
SHEE-OF
114
92853
PIPE
IMENSIGNS
1. D.
A
B
C
D
E
IN
1
IN.
19
IN.
IN
2
51 2
23
49
72
is
7
26
47
73
29
b
111/2
26
46
7
36
24
12
43
84
7
46
30
17
53
4
96
60
36
19
60
97
71
42
24
61
36
97
78
46
20
28
9B
N
54
27
65
35
Ioo
90
60
58
40
98
%
72
V2
75
21
86
IOB
_T
C-�• B �x
\
Diorn. -r +
A \
Y �-
TD -1 i+---E
TION X-X END VIEW L►X
SECTION FOR REINFORCED CO RETE
CIRCULAR PIPE
F TF
PLAN
I E
C --+�-- B -►y END VIEW
y RISE I
A
Q
4FCTION F-F
EOUI`A ENT
NOMINAL (In.)
DIMENSfONS inches)
DAM UN(Art)
SPAN RISE
Q B
C
D
E
24
30 19
B 1/2 39
33
72
48
30
38 24
9 V2 54
18
72
60
36
4S 29
II 1/8 60
24
84
72
42
3 1 34
15 3A 60
36
%
78
46
60 38
21 ED
36
96
84
S4
6B 4
25 I 60
%
96
9
60
76 48
30 60
36
96
96
2. 7't . FW
7N•^CPaPr r1P Rod W9, or
raved. equal
-1 5" It I �J1 2. S..
-L-. - I-S• III .�
T T
311V Galvanized Anclar Bdh,Nah and Wasters,
Mild Steel, ASTM A 307. Rod lug Shall be coated
with Cml-Tor Epoxy Paint or approved equal.
PIPE
DIAMETER F ,[
16" - 30" S" /
72 - 04 9" '�
• Local'.. or
I I"
aim tole.
CONCRETE JOINT
FASTENER.
F
eN E o-�S•• Figure I or AA TO
V 9lY z neh,ni J
SFCTION F-F
EOUI AALENT
NOMINAL(In)
a-o
MENSIONS (Inches)
CIRCULAR
SPAN
RIS
A
B
C
D
E
DIAW In.)
24
29
I
81/E
39
33
72
46
30
36
2
9 4
0
60
36
43
27
11 1.6
72
42
50
31
IS 0/16
76488
35
21
60
j369E9
84
54
65
40
251/2
60
90
6072
44
31
W
%72
88
54
31
60
120
END SECTION FOR REIN ORCED
END SECTION FOR REINFORCED CONCRETE ARCH PI
CONCRETE ELLIPTICAL PIPE
GENERAL NOTES:
1. REVISED CDOH M-603-10.
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TONGUE OR GROOVE CONCRETE END SECTIONS
AS REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF
CONCRETE END SECTION AND PIPE CITY OF FORT COLLINS, COLORADO
SHALL MATCH. ENGINEERING SERVICES UNIT
4. CONCRETE PIPE JOINT FASTENERS, WHERE
SHOWN ON PLANS, SHALL BE INSTALLED SO
THAT A MINIMUM OF 15 LINEAR FEET OF THE APPROVED BY:
OUTLET END OF THE PIPE ARE MECHANICALLY DATE: e3
LOCKED TOGETHER. END SECTION LENGTHS, REVISIONS:
WHEN USED, WILL BE INCLUDED IN THE C
15 L.F. REQUIREMENT. D.15
- 5
NON -IRRIGATED DROUGHT -TOLERANT TURF MIX:
COMMON NAME
LBS/ACRE
%PURITY
%GERMINATION
1. Fairway Crested Wheat
12.0 (10%)
98.0
87
2. Mustang Tall Fescue
10.0 (8%)
93.3
87
3. Lincoln Smooth Brome
32.0 (25%)
96.5
88
4. Streambank Wheatgrass
32.0 (25%)
99.5
94
5. Western Wheatgrass
25.0 (20%)
93.3
85
6. Wildflowers
14.0 (11%)
85.3
90
alfalfa (3%)
aster (2%)
clover (2%)
crownvetch (2%)
blue Flax (2%)
Lupines (2%)
125 lbs/acre total
application
MULCHING MATERIAL: ONE TON PER ACRE
OF HYDRAULICALLY APPLIED NATIVE GRASS
HAY MULCH CONTAINING A NON -TOXIC, ORGANIC
TACKIFIER.
TACKIFIER FOR
HYDRAULIC MULCH TO BE INCLUDED IN
THE COST OF
THE WORK.
COMMERCIAL FERTILIZER (13-16-24)
%AVAILABLE
%LBS/ACRE
NITROGEN
13
65
PHOSPHORUS
16
80
POTASSIUM
24
120
SEED BEFoaA m/vr /5
CITY OF FORT COLLINS , COLORADO
Lower Limit
Trench WQII
Sloping
Densely Com
Bockfill
3000 PS.I Concrete
CLASS C BEDDING
Trench width
41 as s,eTiied
Densely Compacted -
Bockfill
/ Trench width /
as specified /
Min..
\ Densely Compacted
Min.
Backfi l l
Bc 4
Compacted Granular
I Bc Material
Min, 4 Mi
/ \ I Trench width
_ as s Stitt /
12 12°
Min. Min. .- Uniformly Graded
- - - Rock or Compacted
Selected Graded
I Granular Material
a Bc
1/4 Bc
.. - /8 Bc '
Compacted Granular'
Material or Bockfill
UNSTABLE
Trench width as specified i
11
- 12"
Compacted Granular - Min
or Uniform Graded Filter -
Material - Material
1 /2" Rock
O
Large Stones, Broken
Concrete, Etc. ( If
Required
GENERAL NOTES:
1. TRENCH WIDTHS SHALL BE AS
SPECIFIED ON PLANS,
2. Bc=OUTSIDE PIPE DIAMETER.
3. REFER TO THE STORM DRAINAGE
CONSTRUCTION STANDARDS,
SECTION 6,-BEDDING MATERIALS'
FOR GRADATIONS.
Rd CO/✓O/TroN
Sc/oR/Fy' 6 "IJE6P
9Sir Go♦rrP♦OCTio,J
G6.V,Oi,.R .O ♦osE
i1•;��♦ .1
1e1
1i�� �ri'r �w� �,-��rr •Y• 4�
BEDDING REQUIREMENTS
CITY OF FORT COLLINS9 COLORADO
ENGINEERING SERVICES UNIT
APPROVED BY:
DATE: ,S (4 ,P4
REVISIONS:
D-1
TOPSo/L Q&movy9)_1nE L4czm&Ar /65cY,
BOrQROL.+ Tops°/�, 6"TN/CKe 3/O c.k
eXcgvgTloN Y 270 c.Y.
$oRRVL•♦ F+LL , 6S0 C. y, /Al PtnCE
i'3ASIEep CLASS Sp S/s C- 10' low ovIII C4T//!4K
ASP.VAtT, ZS'i GR/o0lN6 E 9S x. CO •+/Ac?7eA7
/6 o TOA/s
PARKS & RECREATION DEPARTMENT
PLANNING c5 OPEN SPACE DIVISION
Ec�RT COLIJNS�
PARKS ANU RECREATION
oePARTMI
155'
1 I
1 f
25 C.Y. FILL I I I
IN PLACE
20
8 t _ 15' ,
6
FILL
ON
STATION
CENTERLINE
D+15
1.8'
0+25
2.5'
0+50
2.0'
0+60
2.0'
o+ao
6"
1+55
6"
PADS
2oo'x f /x 6`
40 C.Y. FILL IN PLACE
WESTERN 2 RAIL FENCE, 24',
BOTTOM RAIL ONLY. EACH PAD
POND I' POND
I8,
REMOVE/RESET FENCE, GATE AND
O � PICNIC TABLE TO ACCOMODATE
NEW FILL SLOPES.
STA 0+50
TR q/L
STA 0+00- 1 REMOVE 20' OF CURB & GUTTER
INSTALL RAMP
SHARP POINT DRIVE
STATION 18+15 (SPUR)
PLAN VIEW
N/O.vO/cRP SY/rddoL { ricov,, 2 rerQA.
f3s R.oO9ir BuJ.v C6)
SToP s�(.N 5 G v<L°'✓ P/NYO/v leI'VE (4)
¢ rE tTR//l _TB tB
d
5' OPENING, ASPHALT
TRAIL
L13
8s 8 ,1
a �
F.L. 8G.2 40'
10+OG �` l
1" = 30'
WOODEN 6NTR/V/Vr-& -S•/KN
W /rN A
/2' o/rc/v .9C,54yj A040
I
\�\\\ BARRIERS
SEE DETAIL AJP,V OLT Qei
6'RAO/N6"'E" Et. 86.2 O
EDGE oFRSRMRAT IYa4TA/♦Ck �tf�_
30 _, -
\ I O
\ \ \ I R=22
Q 20' ti15,
45'
B) N
WESTERN C/✓oCKCNERRYC3)
30' S G/9tcON
I ac. Ba.4 \
65
LANDSCAPE AREAS (NATIVE SEED), TREES AS IDENTIFIED
TRAILHEAD PARKING LOT
DATE
DRAWN BY
DES HY
CHECKED _
REVISIONS
yo�t
25' S' OPENING
10' VEHICLE
GATE
CO/vrRAcreve Fe,,gii NED
royr6/4. 6'0 rwlcuY , 3 /o cv.
5-.660/N6' Le..T.V FiAnL,z&jt
.IAAO ♦""A.C.v, 0.4 ACA,&
4
V ggRVWL iA C977TONWo°.D (6)
NO SCALE
W O/
width A
fJ SRAI q4TF-joint NOTE: EXPANSION JOINT TO BE
PROVIDED AT BACK OF
WALK.
10' TFtq/L EXPA ON JOINT joint
p .roc _ -
Control Wor ed r - - -
)oinl __ section
6 Warped a��- - WALK
-_ section
I
6 os A 6'
Transition Transition
PERSPECTIVE VIEW
1.
If
J
EXPANSION JOINT r '•'"••' ,v , • •► ' A ••'
SECTION A -A
N.T.S.
1. REINFORCEMENT: N4 BARS, 1211 C-C EACH DIRECTION, ONE LAYER CONTINUOUS
THROUGHOUT SLAB. BARS TO BE SUPPORTED MINIMUM 3" FROM GROUND TO APPROVED
SUPPORTS.
STyT/ON /8t/5
(SPuR)
TRAIL/PATH: STREET INTERSECTION CITY OF FT, COLLINS
PARKS AND RECREATION DEPT.
VERTICAL CURB AND GUTTER
(WITH SIDEWALK) STANDARD
nPAWINn T- 109
I
TRANSITION TO
^/ CROWNED SECTION
AT STA 1+75
STA 1+25
REMOVE CURB
AND GUTTER
,Yo
DAYLIGHT
20'x 10' PAN -�
20`
0+73
IDPpQt
dRly�
10,
ASPHALT
O L.
2 z,
811 6"x6" - 10/10 WWF
EXPANSION JOINT IN
CENTER, 1/2", 1"
DROP TO CENTER OF
PAN.
ACCESS ROAD CITY OF FT. COLLINS
SHARP POINT INTERSECTION PARKS AND RECREATION DEPT.
CONCRETE PAN.
STANDARD
DRAWING
,OETA/LS
SHEET
/2 OF 14,
92853
NORTHWEST
GUYING
ANGLES
/20•
4� 1�F
B & B OR CONTAINER TREE
DRYLAND
DO NOT CUT LEADER
CORRECTIVE PRUNING
(DEAD OR DAMAGED WOOD)
TO BE COMPLETED
IMMEDIATELY AFTER PLANTING
WRAP TRUNK FOR FIRST WINTER
REMOVE IN SPRING
CANVAS WEBBING OR
APPROVED EQUAL
#10 GUY WIRE; ATTACH TO
GROMMETS IN STRAPS
STEEL POSTS OR
APPROVED EQUAL
REMOVE GUY WIRES AND POSTS
AFTER ONE GROWING SEASON
4" ORGANIC MULCH AND
2" DISH OUTSIDE OF
PIT FOR PLANTS IN
LOW WATER ZONES
ROUGHEN SIDES OF PLANTING PIT
SPECIFIED BACKFILL MIX
REMOVE ALL TWINE
AROUND TRUNK AND WIRE
AROUND BALL.
UNDISTURBED SOIL
CITY OF FT. COLLINS
PARKS AND RECREATION DEPT.
STANDARD
DRAWING
CONTAINER SHRUB - DRYLAND
CITY OF FORT COLLINS, COLORADO
PARKS & RECREATION DEPARTMENT
PLANNING & OPEN SPACE DIVISION
413 SOUTH BRYAN ST - FORT COLLINS, COLORADO B0_521
4" ORGANIC MULCH AND
2" DISH OUTSIDE OF
PIT FOR PLANTS IN
LOW WATER ZONES
PLANT ROOT BALL AT GRADE
ROUGHEN SIDES OF PLANTING PIT
SPECIFIED BACKFILL MIX
UNDISTURBED SOIL
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 112 inch in diametershall be cut flush with the main stem at a branch
fork or at ground level if a fork main stem is nonexi s tent. A��
*
Clearing Limit Clearing Limit
Uphill Downhill
I jf,' A.0 i 8'. 8'
TraIIway
Cut y�
Trailbed
I lo'
I*VERTICAL CLEARANCE
AS NECESSARY FOR
CONSTRUCTION EQUIPMENT
8' MINIMUM OVER TRAIL
Lt
SOURCE: U.S.F.S. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS
CITY OF FT. COLLINS
TRAIL CLEARING PARKS AND RECREATION DEPT.
TYPICAL STANDARD
DRAWING T-120
FORT C 181INS-
PARKS AND RECREATION
nEPARiMFNI= j?
DATE - - -
DRAWN BY
DES BY
CHECKED
4 -- 14 , -0"--_+
y RAILS MIN. 4" DIA.
IYI 16' LONG
3 PER SECTION
SPIKE'
Y✓
TYPICAL SECTION
Dnl%nr nni ro ioi i nun
MIN. 6" DIA.
2'-6"
— to
30" --.
END VIEW
�I I
30°
BOTH BUCK STICKS
TO BE CUT THE SAME
101-01, CUT DETAIL
BRACE SECTION
NOTES:
1. USE 7" x 5/16" SPIKES.
2. USE 1/2" DIA. BY 7" BOLT WITH WASHERS AND NUT, COUNTER SINK FOR TIGHT FIT.
3. BRACE SECTION EVERY 7TH SECTION, AND AT ENDS OF FENCE.
4. ALL TIMBER OSMOSE K-33 PRESSURE TREATED, ALL CUTS TO BE TREATED WITH AN
APPROVED PRESERVATIVE.
CITY OF FT. COLLINS
BUCK AND POLE FENCE PARKS AND RECREATION DEPT.
STANDARD
DRAWING
.t
20' LENGTH TYPICAL
PLAN VIEW
NOTES:
1. LOGS (TELEPHONE POLES) ARE LOCATED AT PARK'S STORAGE YARD AT SOUTH
TIMBERLINE ROAD JUST SOUTH OF THE TIMBERLINE LIGHT AND POWER SUB -STATION.
2. CONTRACTOR SHALL HAUL LOGS FROM PARK'S STORAGE SITE TO THE PROJECT
LOCATION.
3. LOGS SHALL BE CUT TO UNIFORM LENGTH BY THE CONTRACTOR,NO DAMAGED OR
CROOKED LOGS SHALL BE USED.
4. LOGS SHALL BE RECESSED 1/2 THEIR DEPTH INTO THE GROUND AND SPIKED WITH
2, 1/2" BY 2' - 6" MINIMUM STEEL BOLTS, HOLES SHALL BE DRILLED FOR
BOLT PLACEMENT.
5. ALL CLI.TS To IBE TRF-ATE0 WITH Z COATS OF NAscorE Iry SLA[Ic
PRE3 fiRVATIVE J, SO"RCF- L✓NSELiR'l su.PPLY;p OR 64"AL,
CITY OF FT. COLLINS
LOG BARRIER PARKS AND RECREATION DEPT.
TYPICAL
STANDARD
DRAWING
REVISIONS
TITLE
5" to 6" DIA. POST
.0
I I I I
Min. 5'-3" posts I I I
1 i I I
I I I I
TYPICAL RAIL SECTION
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.
8' - D"
4" to 5" DIA. RAIL
5" to 6" DIA. POST
}
5" to 6" SPLIT RAIL.
BOTH SIDES
I I� MIN. 3" CONCRETE AROUND
POSTS. POSTS MIN. 5'-3" ( I
END SECTION GATE SECTION (2) CORNER BRACE (2)
TYPICAL
CITY OF FT. COLLINS
WESTERN 2-RAIL FENCE PARKS AND RECREATION DEPT.
STANDARD
_ DRAWING
6" DIA. POST
SET IN CONCRETE
/ 5" DIA. RAID n
F6"
SPLIT RAIL
BOTH SIDES
Concrete is
�1
Typical Gate
Gate and end posts to be set in concrete,
minimum 3" concrete around post.
Minimum 6' long posts
WENd-
1!
I
-�+" 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.
SAC— STANDARD
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