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V
Cu ve
Delta
Radius
Ari
Tar er
Numb r
180.00'
278.59
Lend{h,
n�{h
,CURVE
DATA ;
'
263 71'
136.21
8
43' 41 "
340.00'
10-25'
5. 1 3'
13
'57, S' SG"
120 00"
i
\2 0. 2
65. 14'
15
94054'
115.00'
28 .86'
190.65
16
73050'5
Cu e
Delta
Radius
Arc
T ant
180.00'
06.81'
116.51'
18
32015'23"
180.00'
P:J;r.0e
52.05'
19
Length
Len9th
105.47'
54.30'
20
65 ° 26' 24 to
1 5 • ' -
1 1 8.93'
4?
90' 0 0"
25 , 00'
. 21-'
25 . 00'
58.16'
22
28018'27"
1 1 '
74.11'
'
23
23017'40"
0.0
69.12'
35.04'
24
45044'11"
275.00'
219.52'
115.98'
C 14
23031'40"
275.00'
112.13'
2 7
t 2:-551-
220 1 2� 31
/
6.59'
53.97'
`--27
207017'3
�
16 1-4 to
0
X6.02- -
215-.521
125.00'
88. 6'
46.11'
29
41 • ' 00 "
110 .00 '
46,
36' 52' 12"
40.0
25.74'
13.33,
48. 00'
24.0 7'
31
1 ° 00 ' Do,,
25.00 '
44.01'
47
36' 52' 1 ' _
25.00'
5.09'
8.33'
18o, 23'
33
95' 44 ' 21 "
10.00 '
1 b • T 1'
. Ob,
---
-� Jr,06 ..
20 : OE}'
87. 27'
��-
5
560,000 1 00 "
Ia. 00 '
439- B2'
-49-
00''-
6.5 ,-
5D
1 4' 00' 44"
59.00'
16.87'
8.48'
1800 00' 00"
7.50'
23.56'
- - - -
CENTERLINE
BIKE
PATH LINE DATA:
Line
Bearing
Distance
N
Number
= l
L' 1
S
69'
59'
35"
E
138.81 '
L 2.
N
76.
26'
02"
E
68.16'
L 3
S
89'
52'
37"
E
145.65'
L 4
N
50'
56'
55"
E
57.27'
L 5
N
09'
33'
21 "
W
51 .82'
L 6
N
27'04"
25"
W
35.29'
3 1 MAX. 510PE
Y
INSTALL 6" PVG P
WRERE SNO
BENCH MARK: @�AD OF `
T.B.M.
I " I . P . AT Tris i tiTE �t�� I � OF L ,L P a `sl_'✓.�.
AND CYHRI SS AV-- . LLEVAT 1 0.. t 03(x.:: L_
CENTERLINE CURVE DATA:
Cu ve
Delta
Radius
Ari
Tar er
Numb r
180.00'
278.59
Lend{h,
n�{h
Q
2' 33' 4S"
'
263 71'
136.21
8
43' 41 "
340.00'
10-25'
5. 1 3'
13
'57, S' SG"
120 00"
i
\2 0. 2
65. 14'
15
94054'
115.00'
28 .86'
190.65
16
73050'5
180.00'
2.00'
135.26'
17
65049'43"
180.00'
06.81'
116.51'
18
32015'23"
180.00'
101.34'
52.05'
19
33034'20"
80.00'
105.47'
54.30'
20
65 ° 26' 24 to
1 5 • ' -
1 1 8.93'
67. 46'
21
42023'05"
15 0'
110.96'
58.16'
22
28018'27"
1 1 '
74.11'
37.83'
23
23017'40"
0.0
69.12'
35.04'
24
45044'11"
275.00'
219.52'
115.98'
C 14
23031'40"
275.00'
112.13'
57.27'
,25
-26
220 1 2� 31
275.00'
6.59'
53.97'
`--27
207017'3
65.00'
23 17'
------
28
40029' 8"
125.00'
88. 6'
46.11'
29
41 • ' 00 "
110 .00 '
121 . (D
63.56'
30
11 01 0011
250-00 '
48. 00'
24.0 7'
31
1 ° 00 ' Do,,
25.00 '
44.01'
30.33'
32
72' 11 ' 10 "
25.00 '
31. 50'
18o, 23'
33
95' 44 ' 21 "
10.00 '
1 b • T 1'
. Ob,
251,00 ' 00 n
200.00 '
87. 27'
44. 4'
5
560,000 1 00 "
Ia. 00 '
439- B2'
BIKE TRAIL NOTES ---�'ROSEED TURF NOTES
ASPHALT PAVING: SEE NOTES BY CIVIL. CONFORM TO SPECI FICATIONS - New all turf and tarn areas to 9 minimus heist of 2 in• ia..wer
FOR ASPHALT PAVING AND PAVEMENT MARKINGS AND SIGNS IN CONTRACT weather and 1 1/2 in, during the rainy season.
DOCUMENTS FOR MARTIN TUDOR JURUPA HILLS REGIONAL PARK DATED Now at least once every 7 days during spring and fall seasons, an
AUGUST 3, 1987. -- -_ as necessary during other seasons,
STRIPING: l . WHERE DASHED LINE IS SHOWN ON TRAIL PROVIDE Trim edge,8 at least trice monthly or as necessary to maintain
STANDARD WHITE DASHED LINE TO SEPARATE TRAFFIC FLOW, WITH WHITE neat appearance. Remove clippings from walks by vacuum o
blowing.
ARROWS WHERE SHOWN.
Mater lawns at such intervals as weather conditions require•t
-iWlenish soil moisture below root tone. water always at night
Normally, a total of 1 1/2 in. of water is regired weekly durir
hot weather,
SIGNAGE: TYPE 1 LOCATIONS : PROVIDE THE FOLLOWING: G93 , G93A Control week growth when necessary using selective herbicides. 1
areas of Crabgrass infestation, apply specified pre-emergen
AND CUSTOMSIGN N 4" DIAMETER STEEL POSTS WITH CONCRETE FOOTINGS. �lrerbitides.
ALLOW 8 -0��CLEARANCE FROM FINISH GRADE TO BOTTOM OF SIGN. CONTACT
CITY OF FONTANA FOR FURTHER INFORMATION REGARDING SUPPLIER AND STOLONIZEO TURF
COSTS. SET POSTS BACK 2' FROM EDGE OFA-rPAVEMENT. C,g�;I6� -p M Except where stolons are applied by hydro -seeding, apply organic
II"T�L� --�
_4_ mendment, distributed uniformly at the rate of one cubic yard peg
PLANTING: HYDROSE D PER STANDARD PRACTICE ALL DISTURBED AREAS ;B9Q square deet.
WITH FONTANA TRAILS MIX #63 AS AVAILABLE AT PECOFF NURSERY 1, Correct uneven mulch coverage in a manner acceptable to thi
(619) 744-31 0 DURING WET SEASON (NOV.--FEB ) . - landscape Architect.
i h f i n prior to a l inq
"rl'1"'i I �� � D}x-a � C� N i�--Irrigate areas Zo b.. s to 1 on red to a dept o 2 . P PP y
de7-iV sio Ms.
Broadcast stolons at the rate of bushels per 1,000 square
feet.
Fig Al
um Apply water, using the site irrigation system. Keep areas moist, bul
rare*61A � not glistening wet until the first cutting of grass.
24" t=.. RoIll- ovate all areas where stolons fail to germinate or groi
satisfactorily.
Dress settlement and eroded areas using 'a mixture of SOS fine sani
G93A and 905 organic amendment. Re-stolonste affected areas. Repeal
Alum- SIL application until lawn areas are acceptable to the Landscape
Architect.
_.Sontinueusly maintain all plants and planted areas during the progrei
0( the work, during the maintenance period, and until final acceptano
al rs - of the work by the Landscape Architect.
Oo not permit workmen to walk on lawns unnecessarily before, during
or after seeding operations.
Make all measures necessary to protect lawn areas from damso
resulting from pedestrian traffic. 'if Contractor elects to u!
barriers of any type, such barriers shat; meet with the Landscai
Architect's approval prior to installation.
4-P To iim
Receltivate and reseed all damaged or compacted lawn areas as par
of the work of this Section.
G� Acceptance of limn areas will not be considered until lath! hav
-qo c;in ry:-/--��j" received their second mowing. and all bare spots have bee
reseeded, and germination has taken place on all reseeded areas.
- Maintain lawn on a continuing basis, including irrigation ar
Irk moving until acceptance.
WAIL, Maintenance described under this hosOing is defined a% require
maintenance under the installation portion of the Contract, an
shall commence immediately after seeding or sodding,
`�Y �p ' water lawn areas using the site irrigation system, keep area
moist, but not glistening wet until the first mowing.
SLI �
Immediately reseed all areas where seeds fail to germinate an
grow satisfactorily.
Dress settlement and eroded areas
Ix
Mor grass when it reaches 2 in, in height. Cut to not less tha
1 1/2 in, Do not permit grass to exceed 2 1/4 in, in height
Collect grass clippings during mowing operations, and remove fro
Athe site.
INr L,pf�l\ ,p 6;
Maintain lawn edges adjacent to walks and buildings in a neat an
trim condition. At locations where header boards or simile
barriers are not provided, shape edges to contour or profit
;� ---- >�,L, ,` i indicated on Drawings by shovel cutting after the' first mowing a
lawn.
1 Fertilize laths at 30 day intervals with specified fertilizer or
as necessary t0 keep lawns thick, green, and healthy in appearanc
. � I it •
�f &VL47
ao
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SLOPEPEET-
4" CAB i
SUB(
SECTION "G • G "
TYPICAL SECTION - RV PARKING RD.
4+" CAB
�t1:Tr Fc� I N r i -<c FATH CI ,RYE DATA:
Uurve
!alto
Radius
Arc
Tangent
Number
180.00'
278.59
L_ergth
_ength
C 1
38' 52' 47"
51 .00'
34 • 61 '
18.
C 2
52' 21 ' 57"
51 .00'
46.61'
25.08'
C 3
96' 23' 52"
124.00'
208. 63'
138 .58'
C 4
1 1' 09' 01 "
385.00'
75. 1 ?.'
37.68'
C 5
17" 22' 36"
100.00'
30.33'
1 5.28'
C 6
39' 47' 59"
225.00'
156. 29'
81 . 45'
C 7
39' 20' 17"
180.00'
123.58'
64.34'
C 8
25' 38' 55"
170.00'
76. 10'
38 , 70'
C 9
51 It 33' 40"
155.00'
139. 49'
74.86 '
C 10
90' 44' 08"
90.00'
142. 53'
91 . 1 6'
C 1 1
55' 27' 34"
145.00'
140.35'
76.22'
C 12
1 15' 57' 50"
150.00'
303.59'
239.88'
C 13
22' 00' 34"
200.00'
76.83'
38.89'
C 14
39' 31, 39"
130.00'
89.69'
46.71 '
C 15
125* OBJ' 00"
80.00'
1 74.53'
153.68'
C 16
51' 53' 37"
250.00'
226. 43'
121 .65'
NO-N,DELTA
° b
RADIUS
ARG L
TAN T
36
89 139"
180.00'
278.59
eK89'
37
20.00
260.00'
90.
45. B5'
38
W'38'15"
60.00'
.69'
43.05'
39
60'00'00"
147.12'
iA
25.1
40
82°00'00"
} _
l
64,40'
39.12'
41
4A#53'00'
SS�Oo
.51
135.86'
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520-G-2500 `
CLASS CONCRETE
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PROJECT NO.
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DATE- 4/Z�l 20 ' 9;1�
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SOILS REPOR .
'
TYPICAL R.V. STALL
JURUPA
HILLS
REGIONAL
PARK
• r,
�
r•
Vr rs
KEY PLAN
6"
R= 3/4• �-/ STALL SEALANT
NO SCALL
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PROJECT NO.
DRAWN BY.
CHECKED BY.
DATE- 4/Z�l 20 ' 9;1�
REVISIONS.
-
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' SCALE
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