908c_grCit 'I'Li\0
t
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4R S SAN BERNARDINO CO
--R I VERWE 06
SA
91
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' IarIIG Mar BI G
9
COMA
PEA":
0
,$ SLAW
WACT
4
495
V
Oj�Q2 1f�TA
RIVERSIDE CO
!SAN DIEGO CO TEWCWA
t �
i
RIVERSIDE CO
SAN 6IEco Co '-
L*I(aste
LOCATION MAP
N.T.S.
S.NAITARY
PLANS
LANDFILL
ENTRANCE ROAD
AND INTERNAL
ROAD IMPROVEMENT
Riverside County
Resources
AUGUST 1996
PREPARED BY
WASTE RESOURCES MANAGEMENT DISTRICT
ROBERT A. NELSON, CHIEF EXECUTIVE OFFICER
1995 MARKET STREET
RIVERSIDE, CALIFORNIA 92501
TEL. (909) 275-1370 FAX (909) 275-1374
Management
1:)0 0
zStrzct
Badlands Sanitary Landfill
Vicinity Map
A -4 e
• — 00
61
Moreno! 6
o�
a Valley
�-
�0
�0
Legend
(D
Paved Access Roads
Freeway (Highway 60) —
Other Roads
City Boundary —••—•• -
Sanitary Landfill F7771
TRANSPORTATION DEPT. NO. MS3694
Approved By Date:
Khaled A. Othman, P.E.
Transportation Dept. Riv. Co. CA.
R.C.E. 33950 Exp. 6/30/98
Badlands
Sanitary
Landfill
ulnont
To Bea files
3 ra
0 2500' 5000'
%2 mile
Scale
VICINITY MAP_
N.T.S.
INDEX OF DRAWINGS
SHEET NO.
FILE NAME
TITLE
1
ba9606sl.dgn
Title Sheet
2
ba9606s2.dgn
General Site Map
Road Improvement Alignment Plan
3
ba9606s3.dgn
(Entrance Road)
Road Improvement Alignment Plan
4
ba9606s4.dgn
(Internal Road)
Road Improvement Alignment Plan
5
bs9606s5.dgn
(Internal Road)
6
ba9606s6.dgn
Construction Details
WASTE RESOURCES MANAGEMENT DISTRICT
APPROVED:
Chief Executive Officer R.C.E. 17074 Exp.6/30/97
RECOMMENDED:
Principal Engineer R.C.E. 39185 12/31/97
CHECKED:
Senior Engineer R.C.E. 20663 9/30/97
SUBMITTED:
Project Engineer R.C.E. 50169 6/30/97 & R.C.E 43062 3/31/00
12, 1t zVJ
908-C
II �
i iiI ',,
'. DS
ate`
sx1ts SAN BERNARD I NO CO
R I VERSTDE CS_.
°,Co
HWLA0
W
�o
RIVERSIDE CO
!SAN DIEGO CO TEXQU
RIVERSIDE CO
SAN DIEGO CO
t1faste
LOCATION MAP
N.T.S.
PLANS
EN -TRANCE ROAD
A-, D INTERNAL
ROAD IMPROVEMENT
Riverside County
Resources
AUGUST 19J6
PREPARED BY
WASTE RESOURCES MANAGEMENT DISTRICT
ROBERT A. NELSON, CHIEF EXECUTIVE OFFICER
1995 MARKET STREET
RIVERSIDE, CALIFORNIA 92501
TEL. (909) 275-1370
Management
FAX (909) 275-1374
istrict
Badlands Sanitary Landfill
Vicinity Map
r
i
e
-•— It
a , r 06
M
10*
M �o
M �
z Valley
-3 -�
aCD
4�O
CD 0.
0
Legend
rn
Paved Access Roads
Freeway (Highway 60) —
Other Roads
City Boundary —••—•• -
Sanitary Landfill
Badlands
Sanitary
Landfill
umont
To Bea ilea
3 in
'� 60
0 2500° 5000'
%6mile
Scol e
VICINITY MAP_
N.T.S.
INDEX OF DRAWINGS
SHEET NO.
FILE NAME
TITLE
1
ba9606sl.d n
Title Sheet
2
ba960692.d n
General Site Map
Road Improvement Alignment Plan
3
ba9606s3.dgn
(Entrance Road)
Road Improvement Alignment Plan
4
ba9606s4.dgn
(Internal Road)
Road Improvement Alignment Plan
5
ba9606s5.dgn
(Internal Road)
6
ba96O6s6.dgn
Construction Details
WASTE RESOURCES MANAGEMENT DISTRICT
APPROVED:
Chief Executive 0
RECOMMENDED: LULAj,j
Principal Engineer R.C.E. 391 12/31/97
CHECK
Senior Engineer
SUBMITTE
Project Eng neer R.C.E.
A (2 Tt
s& R.C.E 43082 3j
908 -C
REF NO DESCRIPTION
3080 1/2" 1R, UP 0.20'
E. 6,298,679
N. 2,290,664
EL. 2265.32
3162 3/4" IP W/TRI STA
PLUG, FLUSH
E. 6,298,832.68
N. 2,293,052.94
EL. 2462.97
3323 1/2" IR W/RCFC TRI
STA CAP, FLUSH
E. 6,298,257.08
N. 2,293,246.47
EL. 2382.38
3498 3/4" 1P W/RCFC TRI
STA PLUG, FLUSH. N.
END OF SLF, N. SIDE
M/C PARK ACCESS RD.
+-300' WLY OF 3323
E. 6,297,993.33
N. 2,293,094.54
EL. 2371.77
3572 1R W/RCFC TRI STA CAP
FLUSH NNR MOST ELY END
OF LARGE TURNOUT, E.
SIDE M/C PARK ACCESS
RD, +-400' NLY OF M/C
PARK ENTRANCE
E. 6,297,836.75
N. 2,292,350.01
EL. 2192.02
3512 3/4" 1P W/TRI STA
PLUG, FLUSH
E. 6,297,472.53
N. 2,291,805.92
EL. 2324.13
3636 3/4" 1P W/RCFC TRI
STA PLUG & WCD TAG
STMPD 3636, FLUSH
E. 6,297,603.36
N. 2,293,195.15
EL. 2430.15
3639 3/4" 1P W/RCFC TRI
STA PLUG & WCD TAG
STMPD 3369, FLUSH
E. 6,297,525.81
N. 2,290,811.00
EL. 2267.41 1K O N W G
AGGEe
LEGEND
Existing Grog
P Property Line
••_$••• Oct 9. 1993 F
--- RDSI Ridge L
Improvement f
c - n,cyo,vvv ( ivHu aji t - b,Lyy,000 (NAL) d-5) E - 6,300,000 (NAD 83) E - 6,301,000 (NAD 83)
N0. REVISIONS BY APPROVED DATE DESIGNED BY: ,M{'y & 1MG
DRAWN BY: ,IM'Y
ICHECKED BY: ICG
DATE: 21 Avg 96
DATE OF PHOTOGRAPHY: Sep 95
PEN/QUEUE: nofllltraspen/v8W
••
0 2W 4M 6W 800 44111
Ddum Is mean sea level Co4our• feet
BGdlGnds SGnitory LGndfill
Entrance Rood & lnternGI Rood Improvement PIGns
General Slote Map
N
z
0
90811, C`�
i"=200'
/s2d:
F
/sites/badlands:
/95ba/spec/goad
FILE:
ba9606s2.dgn
SHEET 2 OF 6
90811, C`�
W
Stat ian
Profile along � of Entrance Road 0
Scdes Veru r -AO'
Harz& r-50'
N - 2,292,000 MAD 83) Exlsting fence
Entrance to be removed and stockpiled as
Road directed by the engineer
x 2!Y`rf
2
Entrance Road Section
mat to slide 3
From Sha E 0.00 to E 1•6 M
NO.
1
n
REVISIONS
Elidinoting AC & Base from Sta.0-00 to Sta.2+55
Vertical Mg. & Westerty EP Revision
v 6' Hlgh Choln
Fence per APWA
and plan ' 600-0
s / & 2 Including
barbed wire
N - 2,291,750 (NAD 83)
--7z71
Exlsting fence
removed and stockpiled
Entrance stockpiled as directed
Road by the engineer
5' 24Va Y 5 5' - Vales
from d O ISta 2.00 from 29' O Sta 2.00
to 24
07'a.2-00
, a 2.50 to 0a Sta 2.50
Profile I`
i
Une �
2%
X\ \ ; >�
Exlsting pavement Includln
12
' Class L11
aggregate base shall be
R
removed and stockpiled
Aggregate
as shown on sheet 2
Base
E 0+44.84
BY APPROVED DATE IDESIGNED BY: IMG
IMG ICG 20 Jan 97 DRAWN BY: MWM
IMG ICG 26 Feb 97 CHECKED BY:
DATE: 21 Aug 96
DATE OF PHOTOGRAPHY: 20 AIX 96
PEN /QUEUE: not'illtras pen/v89bw
12' Class /l
Aggregate
Base
Existing fence
to be removed and
stockpiled as directed
U�Fence6l h �A Paved Medlon Road
Entrance
- Medlan by the erg/neer
standard plan ' 600-0
sheets /& 2 Including varies 3r601"3A5 b
barbed wire ff O AL E 5.28J6
r
x 1-51 Varies? 24 via 24 5'
2y End Ws shoulder o' to 5'c sta. E 2.50 "
O Sta.4.92.65 5' to sta E 3.25 Profl/e
.�♦ x
!�\��•, .,,. � E 3.25
w i
Pavement lz Class
Compiacted Co�mlpacted �-
Sol/ ill/ 2 I
Entrance Road Section
rot to vde3
From Sta. E 2.00 to E 2,_w
5 O Sta Une ♦ I
t roto Sta E 5.28J6
/ 5% ' 2% 2% ♦ x
.1 E-- I� -� ♦ 57.
Exlsting fence
removed and stockpiled
Entrance stockpiled as directed
Road by the engineer
2f
New 6' Hlgh Chola
5Unk Fence per APWA
� �• Profl/e J standard plan " 600-0
PavementUne sheets / & 2 Inc/uding
i ♦♦ barbed wire
Exlsting pavement Including
aggregate base shall be
removed and stockpiled
as shown on sheet 2
12'Class
N - 2,29/,500 (NAL) 83)
to remain in
place
N - 2,291,250 (NAD 83)
Datum is mean sea level Contour Interval Is 2 feet
77Exlsting pavement Inc/ua
aggregate base shall C
to be removed and
as shown on sheet 2
5- A,C.
Pavement
12' Class I!
Sol fill
Entrance Road Section
nd to scale 3
From Sta. E 2.50 to E 5.28.A6
12
� Entrance Road
Station Coordinate Table
Curve Table
New 6' Hlgh Choln
Unk Fence per APWA
standard plan ' 600-C
sheets / & 2 Includlrx
barbed wire
Exlsting
Ground
r ,ti
i
/`
B.C.
Station
Northing
Easting
R
E 0+00.00
2,291,380.90
6,297,304.21
B.C.
E 0+44.84
2,291,410.05
6,297,338.28
E.C.
E 1+69.36
2,291,509.66
6,297,411.14
4 PT
E 3+63.45
2.291.688.42
6,297,486.75
4. PT
E 4+92.65
2,291.805.13
6,297.542.17
End
E 5+30.00 12.291.838-60
6,297.558.62
Curve Table
New 6' Hlgh Choln
Unk Fence per APWA
standard plan ' 600-C
sheets / & 2 Includlrx
barbed wire
Exlsting
Ground
r ,ti
i
/`
B.C.
E.C.
Radius
Length
Tangent
E 0+44.84
E 1+69.36
269.00
26031'20.22" L
124.52
63.40
General Notes
1. Details of construction materials and workmanship
not shown in these drawings shall conform to the
pertinent requirements of the standard specifications
and any applicable contract specifications.
2. Contractor shall provide all equipment as necessary
to successfully complete any and all construction
activities -
3. Topographic features, both contours and plan data are
based on R.C.F.0 photogrammetry dated April 20, 1996.
4. All elevations are in feet based on U.S.C. & G.S. Datum.
Key
Cross Sectlon Number
ffSLNuftftr
Cross Sectlon Number
A
2 shed whrch
cross sectlon
Is referenced
Sheet Notes
1- The entrance road is from station E 0+00 through
station E 5+28.16.
2• District to acquire County Transportation permit.
Legend
Earthen Ditch
Project Edge of Pavement
_ - - - Alignrnerri
Exlsting Contours
Project Contours
Property Une
- - - _ Exlsting Edge of Pavement
�= Toe of Slope
Top of Slope
F 4 UnYt of Povement
J
<_ <- Underground Te/ept" Une
Okk* - Paved Median 5' A.C. over /2' A.B.
Footprint of Refuse
:._ stockpile Area
TRANSPORTATION DEPT. NO. MS3694
oproved by Date. 11-vl 9 -
K 1 A. Othman, P.E.
Tro portotion Dept. Riv. Ca CA
R.C.E. 33950 Exp. 6/30/98
Badlands Sanitary Landfill SCALE
Entrance Rood & Internal Road Improvement Plans NODE
DIRECTORY
Road Improvement Alignment FlonDIRECTORY
(Entrance Road) FILE
SHEET 3 OF 6
9 o8 -ce
r=50"
s2d
/sites/badlands
/96bo/spec/rood
ba9606m3.dgn
Q
LQ
N -2,292,250 (NAD 85)
N - 2,2,92,000 (NAL) 55) /V mmu L) -.I/ 11 „_"-- -
NO. REVISIONS BY APPROVED DATE DESIGNED BY: PT
DRAWN BY: MWM
CHECKED BY:
DATE: 21 Aug 96
DATE OF PHOTOGRAPHY: 20 Apr 96
PEN/QUEUE: nofllltras.,p n1v89bw
LWum Is mean sea level Contour Werval Is 2 feet
W
CurveItt R
Curve Table
D T
L
A
135.0
Easting
92039'04.68"
Northing
Easting
R 0+00.00
R
141.40
218.30
®
135.0
R 0+32.30
13037'47.7411
6,297,652.04
R 12+08.10
2.291,343.35
R
16-13
2,292,152. 81
32-11
R 12+33.29
170.0
6,297,893.86
-6-.297.944-11-
610
53'26-19"
6.297,837.88
R 13+06.54
R
101-93
R2+64.71
183.63
A
1000.0
2,291 .618. 99
4038'36.001/
R 2+96.83
2.292,112.31
6.297,876.45
R
40.54
6,297,124.97
81.04
®
40.0
R 17+62.23
1640
28'
15.00"
2,291.898.00
L
293.36
2.291 .831-20
114-82
®
175.0
2.291,723.11
120
32'
59.93"
6, 297, 91 3.58
L
19.24
6,297,855.15
38.33
A
175.0
130
14'
23.
32"
R
20.31
40.44
Station Coordinate Table
Station
Northing
Easting
Station
Northing
Easting
R 0+00.00
2.292.048.43
6,297.637.99
R 10+93.28
2.291,381.94
6.297,815.77
R 0+32.30
2,292,077.52
6,297,652.04
R 12+08.10
2.291,343.35
6.297,885.02
R 2+00.00
2,292,152. 81
6,297,789.94
R 12+33.29
2,291,355.13
6,297,893.86
-6-.297.944-11-
R 2+50-61
2,292.137.52
6.297,837.88
R 13+06.54
2,291,422.08
,297,944.11R
R2+64.71
2,292,130.80
6,297.850.28
R 15+60.33
2,291 .618. 99
6,298.104.22
R 2+96.83
2.292,112.31
6.297,876.45
R 15+98.66
2.291 .651-13
6,297,124.97
R 3+67.14
2,292,065.20
6.297.928.65
R 17+62.23
2.291,797.43
6,298,198.12
R 5+50.77
2,291.898.00
6.297,979.74
R 18+02.67
2.291 .831-20
1 6,298.220.20
R 7+30.99
2.291,723.11
6,297,936.29
R 8+12+03
2.291.645-33
6, 297, 91 3.58
R 9+95.25
2.291,471.68
6,297,855.15
R 10+65.41
2.291,407.90
6,297,825.93
Sheet Notes
1. The grade of the existing internal road is shown
in the plan. The surface of the existing internal
road is the subbase for the internal road improvement
project. The internal road is from station R 0+00
through station R 26+07.14.
Badlands Sanitary Landfill
Entrance Road & Internal Road Improvement Plans
Road Improvement Alignment Plan
(Internal RoGd)
SCALE: r=50'
NODE: std
DIRECTORY: /sites/badlands
DIRECTORY: /96ba/spec/road
FILE: ba9606s4.dgn
SHEET 4 OF 6
so
U
'
09ZIJ,It
{_
**rlE ffi# ffi ffi# A# A# A* A Jill# A A ffi A ffi A ffi A ffi 7# A # A A# A
► {Edgy o {
0
0s3Zz
2240
2210
fir..'", I
t
i
2250
2200
0
N
N
orzZ
2220
v
O
2230
Match Line wtheet 5
zi (r X G
CV
�•••
e fx r . Y,
i rap \� \ o ^ 'A. .
01 0
••, �_`
t *' A•
*{� i sem' '\ � � • IV { 1
Q
Z
0
Ln
N
LJ
Q
Curve R
Curare Table
D T
L
8
Station Coordinate Table
Station
175.0
13°
14'
23.32"
R
20.31
40.44
®
220.0
21°05'
6,298,331.85
10.60"
L
40.95
80.97
2,292,098.15
220.0
8009'24-80
2,292,128.82
11
L
15.69
31.32
R 22+71.73
70.0
51003'39.44"
R 23+86.95
2,292,298.28
R
33.43
62.38
A
220.0
18°
03'
4 7.24 "
L
34.97
69.36
Station Coordinate Table
Station
Northing
Easting
R 18+02.67
2,291,831.20
6,298,220.20
R 18+85.99
2,291,895.21
6,298,273.54
R 19+83.64
2,291,973.54
6,298,331.85
R 20+64.60
2,292,045.82
6,298,367.30
R 21+18.93
2,292,098.15
6,298,381.89
R 21+50.25
2,292,128.82
6,298,388.13
R 22+09.34
2,292,187.42
6,298,395.76
R 22+71.73
2,292,238.05
6,298,428.58
R 23+86.95
2,292,298.28
6,298,526.81
R 24+56.31
2.292,343.18
6,298,579.29
R 26+07.14
2,292,458.01
6,298.677.09
Sheet Notes
1. Alignment for A.B. surfacing is subject to change.
N - 2,292,500 (NAD 83) N - 2,292,250 (NAD 83) N - 2,292,000 (NAD 83) N - 2,291,750 (NAD 83)
NO. REVISIONS BY APPROVED DATE DESIGNED BY: PT k Badlands SanitaryLandfill SCALE:
DRAWN BY: ANN Riverside County NODE:
W ste Resources Management District Entrance Road & Internal Road Improvement Plans
CHECKED BY: ICG DIRECTORY:
Robert A. Nelson, Chief Executive Officer
DATE: 21 Auog 96 Improvement API nDIRECTORY:
s�ole:�. 50' ooda
DATE OF PHOTOGRAPHY: �' 96 UnternGl Road FILE:
PEN/QUEUE: I10fllltrospeii/V896W 0 50 100 l50 200 250 Datum /s mean sea level Contour WervalIs 5 feet SHEET 5 OF 6
r=50'
s2d
/sites/badlands
/96ba/spec/rood
ba9606s5.dgn
908-C
Dayllgil to
ex1sttng ground
W/ 2% nya slope
varles
Daylight to
22 r existing ground
—
wl 5d slope
Compacted x
Sol/ z Class
Compacted
Earthen ditch H Aggregate base Existing Road
with 4 oz1W '\,6 3S AC Pavement
Surface Sol/
geotext1le fabric
Typical Cross Section
(From Sta. R 0+00.00 4
to Sta. R 2+00.00)
Daylight to
ex/sting ground
wl 27. Wn . slope
varies
DOY11glY to
r ex/sting ground
22' wl 2J- slope
6'
Coarc
SON
Earthen ditch 2' Class N Aggregate base Existing Rood Earthen ditch
with 4 ozlsy 6 Surface sorl with 4 ozlsy
geotext/le, fabr1c 3.Y AC Pavement with
fabric
Typical Cross Section
(From Sta. R 2+00.00 4
to Sta. R 5 + 00.00)
Daylight to
exlstln_q ground r
W/ 2:1 slope (typ.) 22'
Daylight to
exIstIng ground
r w12.-1 slope (tYI )
61 Varies
-r;��J2' Class Vg Road Carpacted
Sol/ Existing �R
Aggregate base Surface Sol/ Earthen ditch
JS AC Pavement with 4 ozlsy 6
geotexttle fabr1c
Typical Cross Section
(From Sta. R 5+00-00 4
to Sta. R 9+00-00)
Daylight to
existing ground t,
wl 2J- slope -22, r
x
Earthen ditch Compacted 2- Class 11 Ex&lhg Road
with 4 Sly' Aggregate base Surface
geotext/le fabr/c 35' AC Pavement
Typical Cross Section
(From Sta. R 9+00.00 4
to Sta. R 9 +95.25)
Daylight to
"e-x/st1ng ground
w12:1 slope QyN
/.5
'offpocted
Sol/ Earthen ditch
with 4 ozlsy \,, 6
geotext[le fabric
Dayll9tt to
Daylight to ground
r wl 2d slope (typd
ex/sting ground's, 22to 30'-
wl 21- slope (W� Vorles
1.5 /5
2- Coss 11 Exist/rig
Rood campocted
Earthen ditch H Aggregate base Surface SO Earthen ditch
w1th 4 oz1sy �, �6 with 4 oz/sy
eAvVext/le fabric 3.Y AC Pavement geotext1le fobr1c
Compacted
So// Typical Cross Section
(From Sta. R 9+95.25 4
to Sta. R 10 + 65.41)
Dqylfght to r r
existing rou�f;yd
e I
12.4 si pj
N
NX X x
I,/ x
Earthen ditch H 2' Class // Existing Road
with 4 ozlsy 6 Aggregate base Surface
geolext1le fabric JS AC Pavement
Compacted
SON Typical Cross Section
(From Sta, R 10+65.41 4
to Sta. R 12 + 33.29)
Day/191Y to
"—ext—stIng ground
wl2J- slope (typ.)
Sal
Daylight to r r
existing ground '�Y to 22' to
-
re (I
w12:1 slope ypj existing ground
w/2a slope (typ.)
2- Class - I/ ExIstIng Road LC -
1.5
Earthen ditch G Surface Sol/
cted
with 4 ozlsy � 6Aggregate base
geotext1le fabric 35' AC Pavement
_
Compacted
SON Typical Cross Section
(From Sta. R 12 + 33.29 4
to Sta. R 13 + 06.54)
Daylight to r r Daylight
to
existing ground
22'
2J- s1c
;pe
,.x ex/sting ground
W/2-1slo
12. pe (typ.)
1.5 Existing Compacted
Earthen d1tch,, 0 ss ExlSting Class rH
w1th 4 ozlsy � 6Aggregate base Surface Sol/
geotext1le fabric Compacted 35' AC Pavement
Typical Cross Section
(From Sta. R 13+06.54 4
to Sta. R 17 + 00.00)
to
rnd r <--24, DwIlgly to
ex/sting ground
Class 11 Existing Road
Aggregate base Surf"
Typical Cross Section
(From Sta. R 17+00.00 4,5
to Sta. R 26 + 07.14)
Geotext/le
F"Ic (4 oz1sy)
/61
10�
Earthen Ditch Detail
6
35' AC Pavement
E3
o Surface of Exts
c': I A.C.Paveinent
V)
Al.
GUL
/Z
z Class
Aggregate Base
Existing AC. Pavement
& Aggregate Base
Joint Detail
(Sta. R 0 + 00 to Sta. R 0 + 15) 4
LEGEND
908—C
x
AC Pavement
Aggregate Base
Compacted Sall
Existing A.C.& Aggregate
Existing Sol/
908—C
x