938uu_sdGENERAL. NOTES
1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN
ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE
COUNTY FLOOD CONTROL AND WATER CONVERSATION DISTRICT'S MEMORANDUM OF
UNDERSTANDING STANDARD SPECIFICATIONS HATED SEPTEMBER 1984, AND DESIGN
MANUAL STANDARD DRAWINGS DATED APRIL 2004.
2. IF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD
CONTROL, THEN CONTACT ED LOTZ AT 909-955-1266. AFTER THE PERMIT IS
ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.
3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD
CONTROL. CONTACT DALE ANDERSON AT 909-955-1288. THE DISTRICT MUST
BE NOTIFIED TWENTY DAYS PRIOR TO CONSTRUCTION.
4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE
NOTED.
5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE
CENTERLINE -CENTERLINE INTERSECTION STATION.
6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT
1-800-227-2600.
7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C.
& G.S. DATUM.
8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM.
9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS
OTHERWISE NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE
UNLESS OTHERWISE NOTED.
10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING
CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED
WITH 6' OF CLASS "B" CONCRETE.
11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION
STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED.
12. BEDDING PIPE SHALL CONFORM TO RFC&WCD STD. M 815, EXCEPT FOR
COVER LESS THAN 2 FEET. FOR COVER LESS THANi2 FEET, CONCRETE SLURRY
EXTENDING 4" MINIMUM AND 12" MAXIMUM ABOVE THE TOP OF THE PIPE.
13. "H" IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE NORMAL GUTTER
FLOWLINE TO INVERT OF OUTLET PIPE.
14. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT -
EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED.
15. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING
IMPROVEMENTS TO BE REMOVED IN KIND AND AT THE SAME ELEVATION AND
LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED.
16. HYDRAULIC GRADE LINE SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY
FLOWS, UNLESS OTHERWISE NOTED.
17. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES'
MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/27 OVER THE REINFORCING
TH
WHEN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE
E E DESIGN
DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 PSI FOR VELOCITIES
EXCEEDING 20 FEET PER SECOND AND f,c-_
6,000 PSI FOR VELOCITIES EXCEEDING
30 FEET PER SECOND.
18, HE T CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES
DURING THE PROGRESS OF WORK.
1. THE DEVELOPERSHALL MAINTAIN ADJACENT STREETS IN A NEAT SAFE CLEAN AND
SANITORYON I' I N AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S
C DTO
OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS ;SHALL BE KEPT CLEAN OF
DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE
DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON SHALL BE BY DRY
SWEEPING OF ALL PAVED AREAS.
20. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE f
RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER, R.C.F.C.D., COUNTY ROAD DEPARTMENT, AND THE DEVELOPER'S ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNERS, OR THE DEVELOPERS ENGINEER.
21. ADJUST ALL STORM DRAIN, SEWER MANHOLES, AND WATER VALVES, TO GRADE.
HORIZONTAL PROJECTIONS NOT TRUE LENGTHS OF PIPES
22. ALL PIPE :LENGTHS AREA HO � )
AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL
TY OF PIPE REQUIRED FOR THIS
DETERMINE THE. TRUE QUANTITY PROJECT Q C PRIOR TO
PLACING THE ORDER.
23. ALL ELEVATIONS SHOWN ARE TO THE INVERT OF PIPE, EXCEPT WHERE OTHERWISE
NOTED.
9
I
1
I
TRACT NO. 30069�
� t 1
PROJECT
SITE
VICINITY MAS'
NTS
SECTION 28, TOWNSHIP 6 SOUTH, RANGE 2 WEST
L%_ 4 mi
id !!i a JW&Tal ii,
ci w- 9
Exp. 12/31/05
MODIFIED R.C.F.0 & W.C.D. CATCH BASIN 110 PER DETAI
/-A
ELE
V. 666-913
[,
f
Don't Dig ... Until You Call U.S.A., Toll Free BENCH MARK
TRANSPOR'TATION DEPARTMENT 1_800-227_26001� 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
KMININC ENGINEERING SURVEYING
MILES SOUTH
I� > ALONG
«
O location
7hm HiAghes IM*, CA 926-18 Plit (949) 583-ITHE f 4 ! INTERSECTION STREET .
yr,s r . . r•"i s • rLINE
.0 . STREET,
utility
OF
06
Alls ! 0! s POWER ■• •4059450E,# ••
vital
�
REFLECTOR
PADDLE,
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
.1� a
s DRAININ TOP OF A 10 FEET LONG
24068
4
r w •OYLE )
. DATE 0.6 FOOT SOUTH OF THE NORTH END.
M
IN rOW
hv.I'
DESCRIMNr
{
INDEX
UIREMENT
OF ABBREVIATION LIST
SHMT N.
. ;.QUANTITY
1
TOTALIlk
II
iir� �u n a
KEY MAP
MWINST.
15' R.C.P. (SEE PROFILE FOR D -LOAD)
II. pill
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
ST RAIN I ROVEM T N & PROFIL - E
"'A"
aU� IIII
I 1
CENTER LINE
INST. 24ss R.C.P. (SEE PROFILE FO R D - LOAD)2,598
T. C.
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"A-13"
41,
■
s PROFILE
R.C.P.
STORM DRAIN IMPROVEMENT PLAN PROFILE - .INE
"B"
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"B"
6
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
,'B37-
7
EDGE OF PAVEMENT
INST. 54!' R.C.P. (SEE PROFILE FOR D -LOAD)
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE ,"
A--•1" AND "B-6" 8
( )
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE"
C"
9
INST. 60" R.C.P. (SEE PROFILE FOR D -LOAD)
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"C"
10
STORM DRAIN IMPROVEMENT— PLAN & PROFILE - LINE
ICONST. LOCAL. DEPRESSION PER R.C.T.D. STD. NO. 311
11 `
N THESE ;
LINES OR STRUCTURES. NOT SHOWN 0 PLANS AND IS RESPONSIBLE FOR
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"D" AND LOW FLOW 12
C. F,
CURB FACE
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"E" AND Is "
13
PT.
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"G"
'..
NO. 2 ■ s R.C.F.C. i. NO.
#
Ile
o, "
i d
it d
,a ,t
tt »
L
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
ice.,
HANDICAP RAMP
CONST.NO. W. r D,WG. NO.•
A! to
'
BEGIN CURB RETURN'
STORM DRAIN LATERAL DETAILS
19
E.C.R.
STORM DRAIN LATERAL DETAILS
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
20
•
1
1 ■ • R.C.F.C.
A
14'
r
i 4V
22
CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803
Rs .■ a .D■ STD. DRAWINGS
NUMBER
JS 227 JUNCTION STRUCTURE NO. 2
CONST.CONST.
SAFETY■ . s i. NO. MH 261
G.B.
0
GRADEBREA K
SEWER MANHOLE
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS
JS 229 JUNCTION STRUCTURE NO. 4
FIRE HYDRANT
CONST. PIPE HEADWALL, D 1 WARPED d. ■CAL. d A:. D. ■
MH 251 MANHOLE NO. 1
i
r.
CONST. ENERGY #ISSIPATOR
0WV
1
RIVERSIDE COUNTY FLOOD CONTROL &WATER CONSERVATION DISTRICT x(951)
955-1200
�
i
CONST. MODIFIED • 4. CATCH BASIN # PER DET. A ON
BEGINNING OF CURVE
M 803 CONC. COLLAR
FC.
END OF CURVE
CONST. MODIFIED M.H. NO. 4 PER R.C.F.C. & W.C.D. STD. DING. MH 254 PER DETAIL ON SHT 9
955-6790
M 816 CONC. BULKHEAD
P.C.C.
POINT OF CONCAVE CURVE
PACIFIC BELL (714)
R.C.T.D• STD. DRAWINGS
CONST. HEADWALL PER CAL -TRANS STD. D89
P.R.C.
POINT OF REVERSE CURVE
300 CURB OPENING CATCH BASIN
CONST. RIP -RAP PER DETAIL ON SHEET NO. 11
311 CATCH BASIN LOCAL DEPRESSION
COMMUNITY SERVICE DISTRICT (951)`
685-7434
_x
6
A■P■W.A. STD. DRAWINGS
f�CONST.
CONCRETE BULKHEAD PER R.C.F.C. DWG. NO.
d
•
E.A
JUNCTION STRUCTURE
SOUTHERN CALIFORNIA GAS COMPANY i (951)
335-7744
IREMOVE ■ AND !, EXISTING
M.H.
MANHOLE
NOTEST i C �r'� V
ADDITIONAL CONTRACTOR
a
11000NST.
TRASH RACK (INCLINED) PER A.P.W.A. STD. 361 -0
RESPONSIBIL11Y
951
SOUTHERN CALIFORNIA EDISON COMPANY ( )
820=5588
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS
CONC.
CONCRETE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS
RE SHALL APPLY CONTINUOUSLY AND NIOT BE
LIMITED TO
NORMAL
685-7434
o X
Exp. 12/31/05
MODIFIED R.C.F.0 & W.C.D. CATCH BASIN 110 PER DETAI
/-A
ELE
V. 666-913
[,
f
Don't Dig ... Until You Call U.S.A., Toll Free BENCH MARK
TRANSPOR'TATION DEPARTMENT 1_800-227_26001� 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
KMININC ENGINEERING SURVEYING
MILES SOUTH
I� > ALONG
«
O location
7hm HiAghes IM*, CA 926-18 Plit (949) 583-ITHE f 4 ! INTERSECTION STREET .
yr,s r . . r•"i s • rLINE
.0 . STREET,
utility
OF
06
Alls ! 0! s POWER ■• •4059450E,# ••
vital
�
REFLECTOR
PADDLE,
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
.1� a
s DRAININ TOP OF A 10 FEET LONG
24068
4
r w •OYLE )
. DATE 0.6 FOOT SOUTH OF THE NORTH END.
M
IN rOW
hv.I'
DESCRIMNr
{
INDEX
UIREMENT
OF ABBREVIATION LIST
SHMT N.
TITLE SHEET
1
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
KEY MAP
2
POWER POLE
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
ST RAIN I ROVEM T N & PROFIL - E
"'A"
C.L.
CENTER LINE
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
T. C.
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"A-13"
41,
STORM DRAIN IMPROVEMENT PLAN PROFILE - .INE
"B"
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"B"
6
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
,'B37-
7
EDGE OF PAVEMENT
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE ,"
A--•1" AND "B-6" 8
( )
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE"
C"
9
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"C"
10
STORM DRAIN IMPROVEMENT— PLAN & PROFILE - LINE
"C"
11 `
N THESE ;
LINES OR STRUCTURES. NOT SHOWN 0 PLANS AND IS RESPONSIBLE FOR
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"D" AND LOW FLOW 12
C. F,
CURB FACE
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"E" AND Is "
13
PT.
STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE
"G"
14
O.C.
STA.
STA.
o, "
ALL RETAINING WALLS SHOWN ON THESE PIANS ARE SHOWN FOR REFERENCE ONLY
L
,a ,t
tt »
L
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
ice.,
HANDICAP RAMP
A! to
'
BEGIN CURB RETURN'
STORM DRAIN LATERAL DETAILS
19
E.C.R.
STORM DRAIN LATERAL DETAILS
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
20
A. P. W.A.
STORM DRAIN LATERAL DETAILS
21
STORM DRAIN LATERAL DETAILS
SHEET
22
Rs .■ a .D■ STD. DRAWINGS
NUMBER
JS 227 JUNCTION STRUCTURE NO. 2
G.B.
0
GRADEBREA K
SEWER MANHOLE
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS
JS 229 JUNCTION STRUCTURE NO. 4
FIRE HYDRANT
PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
MH 251 MANHOLE NO. 1
i
STREET SIGN
MH 252 MANHOLE NO. 2
0WV
MH 254 MANHOLE NO. 4
RIVERSIDE COUNTY FLOOD CONTROL &WATER CONSERVATION DISTRICT x(951)
955-1200
�
M 261 SAFETY MANHOLE
BEGINNING OF CURVE
M 803 CONC. COLLAR
FC.
END OF CURVE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT _ . (951)
955-6790
M 816 CONC. BULKHEAD
P.C.C.
POINT OF CONCAVE CURVE
PACIFIC BELL (714)
R.C.T.D• STD. DRAWINGS
x
P.R.C.
POINT OF REVERSE CURVE
300 CURB OPENING CATCH BASIN
INV.
311 CATCH BASIN LOCAL DEPRESSION
COMMUNITY SERVICE DISTRICT (951)`
685-7434
_x
6
A■P■W.A. STD. DRAWINGS
REINFORCED CONCRETE PIPE
384-1 ENERGY DISSIPATOR
J.S.
JUNCTION STRUCTURE
SOUTHERN CALIFORNIA GAS COMPANY i (951)
335-7744
361-0 TRASH RACK (INCLINED)
M.H.
MANHOLE
NOTEST i C �r'� V
ADDITIONAL CONTRACTOR
a
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBIL11Y
951
SOUTHERN CALIFORNIA EDISON COMPANY ( )
820=5588
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS
CONC.
CONCRETE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS
RE SHALL APPLY CONTINUOUSLY AND NIOT BE
LIMITED TO
NORMAL
685-7434
o X
LEGEND
OF ABBREVIATION LIST
Q
WORKING HOURS; AND THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
P.P.
POWER POLE
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
C.L.
CENTER LINE
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
T. C.
TOP OF CURB
OF THE OWNER OR THE ENGINEER.
F.S.
FINISH SURFACE
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
F. L.
FLOW LINE
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
E.P.
EDGE OF PAVEMENT
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
( )
EXISTING ELEVATION
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
EX.
EXISTING
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER;
EXIST.
EXISTING
N THESE ;
LINES OR STRUCTURES. NOT SHOWN 0 PLANS AND IS RESPONSIBLE FOR
C. F,
CURB FACE
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
PT.
POINT
O.C.
STA.
STA.
ON CURVE
STATION
ALL RETAINING WALLS SHOWN ON THESE PIANS ARE SHOWN FOR REFERENCE ONLY
L
CONST.D.R.
CONSTRUCTION
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
HANDICAP RAMP
B.C.R.
BEGIN CURB RETURN'
4, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
E.C.R.
END CURB RETURN
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
A. P. W.A.
AMERICAN PUBLIC WORKS ASSOCIATION
SHT.
SHEET
;.
N TIF ATI' NSr
NUMBER
G.B.
0
GRADEBREA K
SEWER MANHOLE
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS
FIRE HYDRANT
PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
i
STREET SIGN
0WV
WATER VALVEQ
RIVERSIDE COUNTY FLOOD CONTROL &WATER CONSERVATION DISTRICT x(951)
955-1200
�
B,C.
BEGINNING OF CURVE
FC.
END OF CURVE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT _ . (951)
955-6790
z
P.C.C.
POINT OF CONCAVE CURVE
PACIFIC BELL (714)
666-5534
x
P.R.C.
POINT OF REVERSE CURVE
INV.
FLOWLINE INVERTJURUPA
COMMUNITY SERVICE DISTRICT (951)`
685-7434
_x
6
R.C.P.
REINFORCED CONCRETE PIPE
J.S.
JUNCTION STRUCTURE
SOUTHERN CALIFORNIA GAS COMPANY i (951)
335-7744
�Q
M.H.
MANHOLE
a
CB
CATCH BASIN
951
SOUTHERN CALIFORNIA EDISON COMPANY ( )
820=5588
w x
CONC.
CONCRETE
I
SANTA ANA WATERSHED PROJECT AUTHORITY (951)
685-7434
o X
4 M
TRACT 30069-2 I.P. NO. 050034
Z x
RIVERSIDE COUNTY FLOOD CONTROL
PROJECT NO. x
--�....,� AND,..---�''" WARM SPRINGS /ALLEY 7-0-00164
>
O
CONSERVATION DISTRICT BENTON CREEK STORM C AIN
DRAWING Ni?.
RECOMMENDED FOR APPROVALPROVED BY:
00
7-480 Z
a
SHE SHEET NO.
)AT
DATE:
. �uOI= 22 00
, 1
F. 0028\ Ertg' ieerir-g\ SA_. Pha 0 9
1SEE
CONNECTOR
SEE SHEET FOR
SHEET FOR
m igal a I I
CONNECTOR
SEE SHEET FOR
VIII
1Q- - I
cs NO. 24 m LINE "Ho C.B. 42
068 m H-1
SEE SHT. 16
Exp. 12/31/0.51 C.B. #44
TFQF C/vo- H-10
CALI TRACT 30069-2 I.P. NO. 050034
ELEV. 606.913 RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO.
HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE 5 &-, r �E: s s'� Don't Dig ...Until You Coll U.S.A. Toll Free BENCH MARK
I R V I N E I N C ()VESS/% 1.2 WARM SPRINGS VALLEY 7-0-00164
TRANSPORTATION DEPARTMENT A. or, 1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER,AND
PLANNING ENGINEERING SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT ,f! -
for the location
APPROVED BY; THE INTERSECTION OF WASHINGTON STREET AND
Three Hughes Ir*w. CA 92618 PH: (949) 583-1= • FX* (949) SM759 BENTON CREEK STORM DRAIN DRAWING NO.
of buried RECOMMENDED FOR APPROVAL 8 ROVED BY:
NO. 33950 utility lines. KELLER ROAD, 16 WEST OF THE CENTERLINE V0 I E) SEE EET-
OF WASHINGTON STREET, 67 FEET WEST OF 7-480
w EXP 6/30/06 ;mV /� 111,
1i - Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
11,P vital services.
47 P LED OTHMA DATE OF REFLECTOR PADDLE, A 3-1/4 INCH KEY MAP SHEET NO.
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
QF- CAL%1U IN TOP 0 A 10 FEET LONG DRAIN HEADWALL, DATE: DATE: 22
DOLASSERR
E- DATE R )ED I BOYLE FNGR DATE m w"m am Omm Y(1 DIG 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION kPPR. DATE 2 OF
I�06' t-. NO. 24068
k: \ UUZ6 \ Lngineering \,-,:,A— ffn ++ S(
W
K�A
EXIT 423"1 RCP
��^ -. -�._ _� � ' ''d ) � f �`""- �'"�" M ---..t,. _..�._ .V.- �``'"^.,-.. Vit✓'`' ��,.'` R
{#7
-.
1 64
65
B -3 C.B.
SVC HT f C. 5 _ ---
C. 3 g 3 1 {' LINE "B" 1
* es_ r7 4 I 3 EE SHT. 5 i TR. 30069-
l OPEN SPACE
95
LINE "B"
s
79
! 1 ; JB -5
78
70
-..._.... ..m....,..-...-�.._ 7✓� ! .iia C.B.9 GP2
.�..... ...-»..✓"`(, j j i..+'""r�✓~may
j - - 1 ` s B. #11 tti 7
B- B-4
B -6a t
._ .. ij ' % , LINE " 6"'a
€ - 72
EXIST 4 RC _ _ at 8� 7 3� i ; `� ' 1 1
�;
101
, T-
M .t Ei9 t , i k q P8 F 15
102
706 le y A 3 a 12 11€i3 t r
j } ? 79
d A-1 r€a gC.B. 9 8.3- t€* ' art �
i
r"
IN „�_ 13�` 3-
C
�. E T 4 €r5 t 2€
C.B. - €2a res srs~ l l
f
C.B. 2D OPEN OSPACE
t1 �
13' '4 C.B. #1d" 23 �. t
Al
C.B. 14 � lid � � � 24 f s S
A13- fir' €jra \ ,: .a
C.B. ��""��`` LI N E C
_2 SEE SHT. 11
EXIST 36" RCP
A-3
PER TRACT 29268
33
( Ae i S� 1 f2 722 i �,--9 37
S i
f.3S �
38
i
TRACT BOUNDARY �. 187 � `��tACT � � � � � � 43
Ll 757 � � � ✓ Y � � „O , 37 { .39
' SEE 5H7T3 €4_ ' 4i_
C.B. 3 k0 ,. 19 € w \ _-��\,_TRACT BOUNDARY
n
TRACT 29268 2 9 jd:} Ir-
O l C.B 2fi ___V
25z \ Phi C.B. 2,\ i C.B. #18 C-6 t
140 a- 46i
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146 164 t151
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C- a ` _154
774 Imo` SEE'S l� 4B�'r
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TRACT Ball
INDEX MA
(1"=200')
0 200' 400' 600'
772 71 C.8
LN
LINE "LOW FLOW'"
SEE SHT. 12_ °7
LINE "H"
SEE SHT. 15A
if
C.B. #37
F-1
\ LINE ssf,aa
SEE SHT.14
r 13 AA
TR. 30069
OPEN SPACE
L! " '
S S ,17
S F' T X18
1�
f L a
SE H . 1
f
I /
i TRACT BOUNDARY
CONNECTOR
r
7
X
v
SEE
SHEET FOR
wx
Wx
x
CONNECTOR
d 1101
���
� `
I ■
C-1
9
21
5F4_ CFS
R
9
21
6.3 CFS
C-2
a
e
r
C-3
9
21
6.6 CFS
C-4
10
21
9.1 CFS
C -4a
10
21
2.2 CFS
6
t
21
11110
C-6
10
21
4.5 CFS
C-7
10
21
5.3 CFS
C-9
10
21
9.5 CFS
•
10
21
11.2 CFS
C
9,10,1 1
9,10,11
-
D
12
12
1 7.8 CFS
E-1
13
21
6.4 CFS
E
13
13
5.6 CFS
F-1
13
22
2.2 CFS
F-1 a
13
22
0.6 CFS
F-2
13
22
2.5 CFS
F
13
13
4.0 CFS
G-1
14
22
3.5 CFS
G-2
14
22
4.3 CFS
s
15A
Z2_ 2n
22
-
A
15A
;~
AV ESS /
f 42
sa �.
NO. 24068 L/''� r °N-1
Exp. 12/31 /07 SEE H 16
CIVI O��eP B�1a44
CF
CALiF
ti---.��-,�°� ,
H tJ N SAKE R & ASSOCIATES ..-. `� Dont D1 ,,. Until BENCH MARK ELEV. 606.913
COUNTY OF RIVERSIDE �,_- Q�Essra�\� g U tI You Call U.S.A. Tal! Free RIVERSIDE CCUNTY FLOOD CONTROL
I R V i N f I N C TRANSPORTATION DEPARTMENT - 'p 4� A. 0T 91�` 1--800-227-2600 2 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 �`•'�•.,� AND
PLANNING ■ fNCtNffRrNC ■ SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT
Three Irvir G 9268 1449) 583 -IMO • FX (%9) 5830729 /,� k �� for the location THE INTERSECTION OF WASHINGTON STREET AND
APPROVED BY- an ° of buried RECOMMENDED FOR APPROVAL ROVED BY:
f z % KELLER ROAD, 16 WEST OF THE CENTERLINE
N0. 33950 r°, ✓i -----' unlit lames.
rn f Y OF WASHINGTON STREET, 67 FEET WEST OF
�'? + EXP. s�3oj48 , Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST 1 ADDED LINE A 13 .6
ALED A THMA' D �C �t+ Q l vital services. OF REFLECTOR PADDLE A 3-1 4 INCH
ATE 9 ` �/ 1 ADDED SHT.15A fd
l � �/Vt� 'a/ STANDARD MWDSC ALUMINUM DISK, SET FLUSH, 2
----- --- �` OP CAi xf IN TOP OF A 10 FEET LONG DRAIN HEADWALL, DELETED SHT. 15,16,17, & 18 DAT DATE:
DUGLA SN DER .C:E.N _0. 24068 DATE R ENDED BY BOYLE ENGR. DATE �t��,.�.�.. '�` M WORKM DAYS BEFOW YOU IM 0.6 FOOT SOUTH OF THE NORTH END. REQ', DESCRIPTION APPR. DATE
7
X
v
SEE
SHEET FOR
wx
Wx
x
CONNECTOR
U_
x
Q,®® - C.B. `
PLAN
PROFILE
C-1
9
21
5F4_ CFS
C-10
9
21
6.3 CFS
C-2
9
21
8.1 CFS
C-3
9
21
6.6 CFS
C-4
10
21
9.1 CFS
C -4a
10
21
2.2 CFS
C-5
10
21
0.8 CFS
C-6
10
21
4.5 CFS
C-7
10
21
5.3 CFS
C-9
10
21
9.5 CFS
C-10
10
21
11.2 CFS
C
9,10,1 1
9,10,11
-
D
12
12
1 7.8 CFS
E-1
13
21
6.4 CFS
E
13
13
5.6 CFS
F-1
13
22
2.2 CFS
F-1 a
13
22
0.6 CFS
F-2
13
22
2.5 CFS
F
13
13
4.0 CFS
G-1
14
22
3.5 CFS
G-2
14
22
4.3 CFS
H-3
15A
Z2_ 2n
22
-
A
15A
7
X
v
wx
Wx
x
U_
x
x
0®
.0
hx
0, x
x
�:k
m
TRACT 30069-2
i.p. No. o5o034
�
E1.
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G
WARM SPI VALLEY'
PROJECT
_ OJE .
?0_NC00164
0:X
ETON CREEKGRAIN
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DL
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00
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131
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189
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SH of - �N r�-• �;; m �, I► 186 185 I
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EXISTING 48" R.C.P. s C Z o I }
PER TRACT 29268`' t ' k° Uj, �' C? ¢NII+ 11I II
-' - �- EXISTING 18 PIPE
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rn
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PER GRADING OiAN 6P4_ ..4
LINE
w NO. 24068 rn � �5 0
40 20 0 40 80
0 Exp. 12/31/05
GRAPHIC SCALE: 1"=40'
CAL1Fa
m
HUN AK ASSOCIATES O C IAT E SELEV. .913 CONTROL
S ER & S COUNTY �F RIVERSIDE �— ass �\� Dont Deg...Unt�1 You Call U.S.A.USAToll Free BENCH MARK RIVERSIDE COUNTY FLOG®
I K v I N E I N C .�-'eR°� °N \ r AND
TRANSPORTATION DEPARTMENT / A. q� l — 2.3 MILES NORTHWEST OF LAKE SKINNER 1.2
.- o ar � 1 S00 227. 2600.
PLANNING • ENGINEERING • SURVEYING / w �/
/� � , F l MILES SOUTH ALONG WASHINGTON STREET FROM � CONSERVATION DISTRICT
Three CA 92678 Pifi 949 5837070 FX 949 J59 h location
1 { ) t ) ,., , ,� c� for
• / �THE INTERSECTION OF WASHINGTON STREET AND �y!.�(
APPROVED BY.Aft of buried RECOMMENDED FOR APPROVAL ROVED BY:
lift001F/ �, N0. 33950 P, -�-� utility lines.
KELLER ROAD, 16 WEST OF THE CENTERLINE —'"�
1
w EXP. 6/30/06 OF WASHINGTON STREET, 67 FEET WEST OF
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST,' \Q
vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
A4 141;4149ALE OiHM DATE I� f,
�. . F aP t v t L �o¢! , - '�"~^ IN TOP OF A 10CFEETMLONG DRAIN SET
EADWALL m
GLAS SNYDER •E.NO. 24068 DATE RECOMMENDED BOYLE ENGR. DATE \\��.�t , TWO WORKING DAYS BMW YOU r 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION APPR. I DATE
v
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TRACT30069-2! 050034
� si iii ISI i
NO -
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DRAWINGJON CREEK STORM DRAIN
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BEARING/DELTA
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,
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89
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C14 Uj 68 71
66 1 67 69
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(I r)% /C* D
a
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Ali
I
12'
6'
27-
TYPICAL STREET SECTION AT 28+00
10, 5' 0. 10, 20'
GRAPHIC SCALE: 1"=10'
CONSTRUCTION NOTES
(38-1-- INST.18- R.C.P. (SEE PROFILE FOR D -LOAD)
@— INST, 24- R.C.P. (SEE PROFILE FOR D -LOAD)
8)-�— CONST. LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311
90 CONST C.B. PER R.C.T.D. & W.C.D. STD. DING. NO. JOO
W AND H PER PLAN
@ CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
(@ REMOVE PLUG AND JOIN EXISTING
LINE "B" CURVE DATA
NO. 24068
BEARING,/6ELTA
- - ------ --
08031' --
90'00'54 !'
52-08'32'
0 m I I I / 1. 2 1 if
X
Exp. 12/31/05
%if
40 20 0 40 80
%P
CIVI
0 CAGRAPHIC SCALE: 1"=40' TRACT 30069-2
0f I.P. NO. 050034
RIVERSIDE COUIN FLOOD CONTROL PROJECT NO.
HUN SAKE R & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 Ty WARM SPRINGS VALLEY
I R V I N E I N C lele-lq�10- FESSI �\\, AND
PLANNING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT
2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 -0-00164
TRANSPORTATION DEPARTMENT 0 1-800—"'!27-2600 7
ENGINEERING SURVEYING for the location BENTON CREEK STORM DRAIN
Thm Hughes Kine, CA 92618 PIR (949) 501M FX (949) 9"799 APPROVED BY: THE INTERSECTION OF WASHINGTON STREET AND DRAWING NO.
0 RECOMMENDED FOR APPROVAL B ROVED BY:
f bune
NO 33950 A utility lines. KELLER ROAD, 16 WEST OF THE CENTERLINE
EXP. 6/30/06OF WASHINGTON STREET, 67 FEET WEST OF
rn 7-480
tip 606wLQaz Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
H -LE TH DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
k, ABELIA STREET & WINDCHIME COURT SHEET NO.
C STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
b 0� IN TOP OF A 10 FEET LONG DRAIN HEADWALL, DAT DATE:
XOU6LA9 SNYDER4R.C.E.NO. 24068 DATE AILO LINE 111311 5 OF 22
I REF. DESCRIPTION APPR. DATE
RECOMMtNDE -130YLE ENGR. DATE TWO WORIONG DAYS BMW YOU DIG 0.6 FOOT SOUTH OF THE NORTH END.
F.-\ 0028\ Engineering\ SA-
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NO. 24068 01 It
Exp. 12/31/05 78 �A —'P� t k,
40 1,20 40 80
t A
t C) 15
CIVI
'A
A
W CAL 'OGf�APIC SCALE: 1"=40'
HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELIEV, 606913
E S S I
I R V I N E I N C 1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
PLANNING ENGINEERING • SURVEYING TRANSPORTATION DEPARTMENT A. a M11LES SOUTH ALONG WASHINGTON STREET FROM
Three Hugtm Irykw, CA 92618 • PR (949) 5831010 • FX (949) 5&3-0759 APPROVED BY: for the location THE INTERSECTION OF WASHINGTON STREET AND
of buried
'2'
A NO 33950, M_ utility lines. KELLER ROAD, 16 WEST OF THE CENTERLINE
m OF WASHINGTON STREET, 67 FEET WEST OF
Ar EXP: 6/30/06 ;v
bp 494404 4 oe' or- POWER POLE NO. 4059450E, 0.5 FOOT WEST
U5:� Don't disrupt
LED OTHM DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
J
C/VI%_ STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
�ltQCAL\�IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
F-
UGLAS NYDER R. .E.NO. 24068 DATE RECOWENbED IJUOYLE ENGR. DATE m WWOM DAYS WFM You w 0.6 FOOT SOUTH OF THE NORTH END. REF.
UP,
7
100
8
v4 6•+•22.93
B.C.
R/W
N
R/W
28'
18, 10,
6' 4'
2%
TYPICAL TIDE SECTION AT 33+00
10, 51 01 10, 20'
GRAPHIC SCALE: 1"=10'
CONSTRUCTION NOTES
80 INST. 18- R.C.P. (SEE PROFILE FOR D—LOAD)
81 INST. 24- R.C.P. (SEE PROFILE FOR D—LOAD)
91 CONST M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
10 CONST, PIPE CULVERT HEADWALL, ENDWALL & WARPED WINGWALL
PER CAL—TRANS STD. PLAN D86-8
CONST RIP—RAP PER DETAIL ON SHEET NO. 11 AND PER STONE GRADATION 11
10 CONST TRASH RACK (INCLINED) PER A.P.W.A. STD. 361-0
1—INE "B" CURVE DATA
141� 0
00 00
C6 m
C14A
L0 Ul)
00
4, + +
r- 00
177°13'43" W
9N 49*5330r 11
80 lu
D
0
RIVERSIDE COUNTY FLOOD CONTROL
AND
CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL B ROVED BY:
DAT DATE:
DESCRIPTION APPIR. DATE
TRACT 3OM-2 I.PII I
. NO. 050034
WARM SPRINGS VALLEY PROJECT NO.
7-0 00164
JON CREEK STORM DRAIN,
•
WI'NGHIME COURT �SHEET NO.
LINE "B" 6 OF 2_2
F.\ 0028\ Engineering\ SAS
9
BEARING/DELTA
09025'46IIIM'
8601620 ,
33.88'
fr
38017'12"
90 .00,
60.14'
50-06'227
45.00'•
52052"46"
141� 0
00 00
C6 m
C14A
L0 Ul)
00
4, + +
r- 00
177°13'43" W
9N 49*5330r 11
80 lu
D
0
RIVERSIDE COUNTY FLOOD CONTROL
AND
CONSERVATION DISTRICT
RECOMMENDED FOR APPROVAL B ROVED BY:
DAT DATE:
DESCRIPTION APPIR. DATE
TRACT 3OM-2 I.PII I
. NO. 050034
WARM SPRINGS VALLEY PROJECT NO.
7-0 00164
JON CREEK STORM DRAIN,
•
WI'NGHIME COURT �SHEET NO.
LINE "B" 6 OF 2_2
F.\ 0028\ Engineering\ SAS
9
V I ISS I
100
F7
EXISTING S.D.z t
PER TRACT 30069-1
PROJECT NO. 7-0-00200
DRAVMNO. 7-403
9
_T--9--QF 17 0
04 LLJ W'1 m 94
40 20 0 40 80
V_
C*4 a
t1_ +
+ K) W
XU-) C-4 U_ C5
i LO Uj GRAPHIC SCALE: 1"=40'
cl� 4.
R/W
9
18,
620C,70
VIEW,% i
10, 5' 01 10,
GRAPHIC SCALE: 1"=10'
CONSTRUCTION NOTES
INST, 18- R.C.P. (SEE PROFILE FOR D -LOAD)
81 INST. 24" R.C.P. (SEE PROFILE FOR D -LOAD)
CONST. LOCAL DEPRESSION PER R.C.T.D. SID. NO. 311
CONST C.B. PER R.C.T.D. & W.C.D. STD. DWG. NO. JOO
Iff AND H PER PLAN
93 CONST, M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
REMOVE PLUG AND JOIN EXISTING
CURVE DATA
i
VESS1 cy- UJI I —
m 00 92
7 ro Ztd- a- :r
PS SA(jp,, 101 11 3LtLJ to V)
17` 2.'m .: Lo 11 Lij 6
vw
d M
? m V)
NO. 24068
7"
0
w rn
Of- Exp. 12/3 /05
C)
Gas P
U581
C/Vl LINE "BS'
CALF TRACT 30069-2 I.F. NO. 050034
FLOOD CONTROL PROJECT NO.
1�11 HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig .. Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 RIVERSIDE
e,��OFES /0 '\ COUNTY WARM SPRINGS VALLEY
=I R V I N t I N C TRANSPORTATION DEPARTMENT 0 1-800-227-26,00 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND 7-0-00164
PLANNING a ENGINEERING SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT BENTON CREEK STORM DRAIN DRAWING NO.
Th" Hughes kvimm, CA 92618 PH: (949) 5834W0 FX (949) WoOM for the location THE INTERSECTION OF WASHINGTON STREET AND
AP�D of buried KELLER ROAD, 16 WEST OF THE CENTERLINE RECOMMENDED FOR APPROVAL 8 ROVED BY:
NO 33950 utility lines. OF WASHINGTON STREET, 67 FEET WEST OF -480
ir S EXP: 6/30/06 rn �/j .0 7
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
ALED OTHM N ------ DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH LAUREL TREE COURT SHEET NO.
CIVIL STANDARD MWDSC ALUMINUM DISK, SET FLUSH, 22
HEADWALL, 1113311 OF
C IN TOP OF A 10 FEET LONG DRAIN LINE 7
UCLA SNYDER RJEE.NO. 24068 DATE RECOMMENDED 13 OYLE ENGR. DATE WD WORKM DAYS OEFM YOU W 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION APPR. DATE
r :::::� j101
F. \ 0028\ Enqineerinq\ SA_ Pho0ajVgAma
Ilm
BEARING/DELTA
�ZZQJ
85.52'
9.48'
—9.37'
3056'51
5 056'51
i
VESS1 cy- UJI I —
m 00 92
7 ro Ztd- a- :r
PS SA(jp,, 101 11 3LtLJ to V)
17` 2.'m .: Lo 11 Lij 6
vw
d M
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NO. 24068
7"
0
w rn
Of- Exp. 12/3 /05
C)
Gas P
U581
C/Vl LINE "BS'
CALF TRACT 30069-2 I.F. NO. 050034
FLOOD CONTROL PROJECT NO.
1�11 HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig .. Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 RIVERSIDE
e,��OFES /0 '\ COUNTY WARM SPRINGS VALLEY
=I R V I N t I N C TRANSPORTATION DEPARTMENT 0 1-800-227-26,00 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND 7-0-00164
PLANNING a ENGINEERING SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT BENTON CREEK STORM DRAIN DRAWING NO.
Th" Hughes kvimm, CA 92618 PH: (949) 5834W0 FX (949) WoOM for the location THE INTERSECTION OF WASHINGTON STREET AND
AP�D of buried KELLER ROAD, 16 WEST OF THE CENTERLINE RECOMMENDED FOR APPROVAL 8 ROVED BY:
NO 33950 utility lines. OF WASHINGTON STREET, 67 FEET WEST OF -480
ir S EXP: 6/30/06 rn �/j .0 7
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
ALED OTHM N ------ DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH LAUREL TREE COURT SHEET NO.
CIVIL STANDARD MWDSC ALUMINUM DISK, SET FLUSH, 22
HEADWALL, 1113311 OF
C IN TOP OF A 10 FEET LONG DRAIN LINE 7
UCLA SNYDER RJEE.NO. 24068 DATE RECOMMENDED 13 OYLE ENGR. DATE WD WORKM DAYS OEFM YOU W 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION APPR. DATE
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GRAPHIC SCALE: 1"=10'
CONSTRUCTION NOTES
INST, 18- R.C.P. (SEE PROFILE FOR D—LOAD)
89 CONST LOCAL DEPRESSION PER R.C.TD. STD. NO. 311
CONST. C.B. PER R.C.T.D. & W.C.D. STD. DWG. NO. 300
W AND H PER PLAN
93 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
(96 CONST. J.S. NO. 4 PER R.C.FC. & W.C.D. STD. DWG. NO. JS. 229
@__ CONST. CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. NO. M816
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Exp. 12/31/05 20 V Itu 100
cwk- GRAPHIC SCALE: 1"=40'
FOF CAL
HLJNSAKEIL & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 RIVERSIDE COUNTY FLOOD CONTROL
:--�,�kOESp!®:1
I N .
I R V I N E I N C TRANSPORTATION DEPARTMENT 0 :1 1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND
CONSERVATION DISTRICT
PLANNING • ENGINEERING • SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM
Three Hughes kvk*.. CA 92618 • PH: (949) 583-1010 FJL (949) 563-0759 for the location Co
APPROVED BY. THE INTERSECTION OF WASHINGTON STREET AND
of buried KELLER ROAD, 16 WEST OF THE CENTERLINE RECOMMENDED FOR APPROVAL B ROVED BY:
Z5 NO. 33950 utility lines.
EXP. 6/30/05 vital services. OF WASHINGTON STREET, 67 FEET WEST OF
)VA UA4.01. 11t, ;V Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
90 LED . OTHMAlf &;00' DATE OF REFLECTOR PADDLE, A 3-1/4 INCH
10 kk`>` Ci _Q_ STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
OF CAL\IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
D GL'AISNYDER R.C.INO. 24068 DATE RECOMMENDED BY"91)IYLE ENGR. DATE TWO WORMW DAYS WFM YOU IND 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION APPR, DATE
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Exp. 12/31/05 20 V Itu 100
cwk- GRAPHIC SCALE: 1"=40'
FOF CAL
HLJNSAKEIL & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 RIVERSIDE COUNTY FLOOD CONTROL
:--�,�kOESp!®:1
I N .
I R V I N E I N C TRANSPORTATION DEPARTMENT 0 :1 1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND
CONSERVATION DISTRICT
PLANNING • ENGINEERING • SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM
Three Hughes kvk*.. CA 92618 • PH: (949) 583-1010 FJL (949) 563-0759 for the location Co
APPROVED BY. THE INTERSECTION OF WASHINGTON STREET AND
of buried KELLER ROAD, 16 WEST OF THE CENTERLINE RECOMMENDED FOR APPROVAL B ROVED BY:
Z5 NO. 33950 utility lines.
EXP. 6/30/05 vital services. OF WASHINGTON STREET, 67 FEET WEST OF
)VA UA4.01. 11t, ;V Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
90 LED . OTHMAlf &;00' DATE OF REFLECTOR PADDLE, A 3-1/4 INCH
10 kk`>` Ci _Q_ STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
OF CAL\IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
D GL'AISNYDER R.C.INO. 24068 DATE RECOMMENDED BY"91)IYLE ENGR. DATE TWO WORMW DAYS WFM YOU IND 0.6 FOOT SOUTH OF THE NORTH END. REF. DESCRIPTION APPR, DATE
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NO. 24068
Exp. 12/31/05
9I CIV IX_
CAQ.
.- a Eft.
HUNSAK.ER &. ASSOCIATES ,_.._ EI..
COUNTY OF RIVERSIDE Ess\ Dont Dig—Until You Cali U.S.A. Toll Erie BENCH
TRANSPORTATION DEPARTMENT A. p 9l �1-800-227-26002.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
a � r
® SURVEYING w �.
ti
PLANNING ENGINEERING SU NG ?s � t MILES SOUTH ALONG WASHINGTON STREET FROM '
cv4 `,4 ti �t for
Three Inane. CA szbia int (�) 5s3�1010 � {9a'9) 5830759 ,� �. �L � � o the locationTHE INTERSECTION OF WASHINGTON STREET AND
APPROVED BY. cn eua of buriec9
x % KELLER ROAD, 16 WEST OF THE CENTERLINE
Zi NO. 33950 sTs % utilitylines.
®/ ` fes, j� EXP, 6/30/06 ;m R OF WASHINGTON STREET, 67 FEET WEST OF
jQ42,*,f Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
ALED OTF#M N DATE
�- \ STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
1A -OF 0� -- IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
>UGLA SNYDER ME
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NO. 24068
Exp. 12/31/05
PLAN
CIVI LINE "Coo
CAL
HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig...Until You Call U.S.A. Toll Free BENCH MARK ELEV. W6.913
I R V I N E I N CESS/
TRANSPORTATION DEPARTMENT A. 07 1-80-2
027-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
PLANNING ENGINEERING ■ SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM
Tlvm Hughm kww, CA 92618 Ptt (949) 583 -IMO FX (949) SM759 for the location THE INTERSECTION OF WASHINGTON STREET AND
APPRO D BY: 'n of buried KELLER ROAD, 16 WEST OF THE CENTERLINE
f/ 3950 utility lines,
. a NO. 3 7m- OF WASHINGTON STREET, 67 FEET WEST OF
EXP. 6/30/06 m
So ?1, 1 ;V POWER POLE NO. 4059450E, 0.5 FOOT WEST
kmw�� Don't disrupt
111, vital services. —1/4 INCH
ALE A. OTHMf*OoO DATE OF REFLECTOR PADDLE, A 3
CIVIX. STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
UFF CA k T IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
U - NYDER C. E. I NO, 24068 DATE MoM-MENDEPO' BOYLE ENGR. DATE M WORKIM OM BEFORE YOU DIG 0.6 FOOT SOUTH OF THE NORTH END. REF.
11 4
_15+19VUNE "Coo
=1+00.00 LINE "C-9"
=1+00.00 LINE "C-10-
15+20.83
Y'M.H. N 0. 1
44
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N 83055'19" E
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9
4' MIN.
COVER
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'.'CTION AT 1
10, 5' ot 10,
GRAPHIC SCALE: 1"=10'
CONSTRUCTION NOTES
80 INST. 18" R.C.P. (SEE PROFILE FOR D -LOAD)
81 INST. 24" R.C.P. (SEE PROFILE FOR D -LOAD)
82 INST. .30" R.C.P. (SEE PROFILE FOR D -LOAD)
89 CONST. LOCAL DEPRESSION PER R. C. T.D. STD. NO. 311
CONST. C.B. PER R.C.T.D. & W.C.D. STD. DWG. NO. 300
W AND H PER PLAN
91 CONST. J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227
933 1,-:— CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
(RI-_ CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803
LINE "C-9"
N 4020'26' W SD
�=4,3015,39"
-F PRIVATE
i ,' ` } SEE -PRO 4LE
ON- 4 * * -- — � S.D. ESMT.
_H HEET tUl-
7___
it
m
W=14' H=5.0'
it 11 34
U
RIVERSIDE COUNTY FLOOD CONTROL
AND
CONSERVATION DISTRICT
40 20 0- 40 810
GRAPHIC SCALE: 1"=40'
TRACT 30069-2 I.P. NO. 050034
PROJECT NO.
WARM SPRINGS VALLEY
7-0-00164
JON CREEK STORM DRAIN!
RUNNING STREAM DRIVE SHEET NO.
LINE11C11 10 OF 22
%— — — — Imo.. � , '' — — , " - , Z' 1" —
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it 11 34
U
RIVERSIDE COUNTY FLOOD CONTROL
AND
CONSERVATION DISTRICT
40 20 0- 40 810
GRAPHIC SCALE: 1"=40'
TRACT 30069-2 I.P. NO. 050034
PROJECT NO.
WARM SPRINGS VALLEY
7-0-00164
JON CREEK STORM DRAIN!
RUNNING STREAM DRIVE SHEET NO.
LINE11C11 10 OF 22
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NO. 24068 PLAN
L Exp. 12/31/05 LINE
HUNSAKER ASSOCIATES COUNTY OF RIVERSIDE
I R V I N E I N C TRANSPORTATION DEPARTMENT A. a -
PLANNING In ENGINEERING SURVEYING
Three Hughm IrWne, CA 92618 PR (949) = FX (949) 5&"759 APPROVED BY -
v
33950
a O6/30/06
00IIVAALWA. THMAN .0' DATE
JA%0000, 9�
III RECOMMEND E ENGR, DATE
6�1
p0w*2
OF
4)
Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.M
1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
MILES SOUTH ALONG WASHINGTON STREET FROM
for the location THE INTERSECTION OF WASHINGTON STREET AND
LE of buried KELLER ROAD, 16 WEST OF THE CENTERLINE
utility lines. OF WASHINGTON STREET, 67 FEET WEST OF
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
IN TOP OF A 10 FEET LONG DRAIN HEADWALL,
Two woRKm mys sEmRE You w 0.6 FOOT SOUTH OF THE NORTH END. REF.
I
SEE PLAN
FINISHED OR z
EXIST. SURFACE
w-umm-1 =--
PROPOSED OR EXIST.
DRAINAGE STRUCTURE
STONE GRADATION
RIPRAP
SIZE 7. LARGER THAN
1/2 TON 0 5
1/4 TON 50 100
RATA !LOo# 1 11 95 100
P E)E
TIM
1.5' MIN.
— ------------------------
RCP RISER—SIZE
PER PLAN 5 MIN. 0 0 0
0 0 112"x 12- (MAX. SLOT OR 1/2- TO
0 0 1-112" DIA. HOLES, 10'I ON
0 01-01 CTR. AND STAGGERED
0
R.C.P. OUTLET PIPE12" NO HOLES
SIZE PER PLAN I \\r\\ /,11—
FLOW TEE PLUG
SET TEE SECTION IN WET L
CONCRETE FOOTING & TROWEL
INSIDE TO DRAG
ANCHOR BLOCK MIN, 5 SACK/C,Y
CONCRETE OR METHOD APPROVED
BY BUILDING OFFICIAL
112" x 2" STEEL STRAP
WITH 3/8- BOLT
DRAIN PIPE & RIS"ER
CONSTRUCTION NOTES
81 INST. 24" R.C.P. (SEE PROFILE FOR D -LOAD)
93 CONST. Y.H. NO. 1 PER R.C.F.C. & W.C.D. SID. DWG. NO. MH 251
CONST. CONCRETE COLLAR PER R.C.FC. & W.C.D. STD. DWG. NO. hf 803
10 CONST PIPE CULVERT HEADWALL, ENDWALL & WARPED WINGWALL
PER CAL -TRANS STD. PLAN D86-8
0 CONST. RIP -RAP PER DETAIL HEREON
JO CONST, TRASH RACK (INCLINED) PER A.P.W.A. STD. 361-0
wwalAmm,
410 210 0 410 810
1 mmummmoni
GRAPHIC SCALE: 1"=40'
TRACT 30069-2 I.P. NO. 050034
RIVERSIDE COUNTY FLOOD CONTROLPROJECT NO.
AND WARM SPRINGS VALLEY 7-0-00164
WATER CONSERVATION DISTRICT NTON CREEK STORM DRAIN DRAWING NO.
RECOMMENDED FOR APPROVAL BY: APPROVED BY:
7®480
COUGAR PASS COURT SHEET NO.
DATE: DATE: LINE UCII OF 22
DESCRIPTION APPIR. DATE
BEARINGIDELTA
LENG7EL
280,34'24"
146.62'
32014'24"
25.32'
2405
410 210 0 410 810
1 mmummmoni
GRAPHIC SCALE: 1"=40'
TRACT 30069-2 I.P. NO. 050034
RIVERSIDE COUNTY FLOOD CONTROLPROJECT NO.
AND WARM SPRINGS VALLEY 7-0-00164
WATER CONSERVATION DISTRICT NTON CREEK STORM DRAIN DRAWING NO.
RECOMMENDED FOR APPROVAL BY: APPROVED BY:
7®480
COUGAR PASS COURT SHEET NO.
DATE: DATE: LINE UCII OF 22
DESCRIPTION APPIR. DATE
LINE "H -,r
SEE SHEET NO. 15
LINE O`Y
a = =
AJAM1111=199MM711111
LINE "C"
PROFILE SCALES
HORIZ: 1 40'
VERT: 1 4$
CONSTRUCTION NOTES
80 INST. 18- R.C.P. (SEE PROFILE FOR D—LOAD)
89 CONST LOCAL DEPRESSION PER R.C.TD. STD. NO. 311
90 CONST. C.B. PER R.C.T.D. & W.C.D. STD. DWG. NO. 300
W AND H PER PLAN
93 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251
CONST MODIFIED M.H. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG.
NO. MH 254 PER DETAIL ON SHEET NO. 9
CONST HEADWALL PER CAL—TRANS STD. PLAN D89
10 CONST RIP—RAP PER DETAIL ON SHEET NO. 11
-V ESS
<
PLAN
_4_1
P's S)V), e 7
LINE "Y' Jr
-RI
w NO
kz�
. 24068 rr-
40 20 0 40 80
n
Exp. 12/31/05
SMALL PINE COURT
GRAPHIC SCALE: 1"=40'
CIVIL
CAL TRACT 30069-2 I.P. NO. 050034
HUt4SAKER ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV 606 913 RIVERSIDE COUNTY FLOOD CONTROL WARM SPRINGS VALLEY PROJECT NO.
I N C P IF ESS I A
I R V I N E , TRANSPORTATION DEPARTMENT 0, 0 1-800-227-2600 2 * 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND -0-00164
PLANNING • ENGINEERING ■ SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT BENTON CREEK STORM DRAIN 7
nwee Huem ln*w- CA 92618 PU (949) S&MMO FX (949) 5MM✓ 001 for the ' location THE INTERSECTION OF WASHINGTON STREET AND ROVED BY. DRAWING NO.
APPROVED BY: W of buried RECOMMENDED FOR APPROVAL B ROVED BY:
�i t KELLER ROAD, 16 WEST OF THE CENTERLINE
Z3 NO. 33950 utility lines.
In OF WASHINGTON STREET, 67 FEET WEST OF 7-480
EXP. 6/30/06 it
1004W 00/ Zip ord IF , t Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
11 U, vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH SHEET NO.
KJ(ALEV., OTH DATE aA CHEROKEE ROSE STREET
L.l
M 1_0,
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
DAT DATE:
IN TOP OF A 10 FEET LONG DRAIN HEADWALL, LINE "D" & "LOW FLOW" 22
_IL 12 OP CAL%� 12 OF
OUGLAI SNYDER RZE.N0. 24068 DATE RECOMMENDED OYLE ENGR. DATE M MM YS MW
DA 0.6 FOOT SOUTH OF THE NORTH END. iF. DIESCMPTION APPR. CtATE
liprpq�
7 1
IL
BEARINGIDELTA
i TANGENT
-V ESS
<
PLAN
_4_1
P's S)V), e 7
LINE "Y' Jr
-RI
w NO
kz�
. 24068 rr-
40 20 0 40 80
n
Exp. 12/31/05
SMALL PINE COURT
GRAPHIC SCALE: 1"=40'
CIVIL
CAL TRACT 30069-2 I.P. NO. 050034
HUt4SAKER ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV 606 913 RIVERSIDE COUNTY FLOOD CONTROL WARM SPRINGS VALLEY PROJECT NO.
I N C P IF ESS I A
I R V I N E , TRANSPORTATION DEPARTMENT 0, 0 1-800-227-2600 2 * 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 AND -0-00164
PLANNING • ENGINEERING ■ SURVEYING MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT BENTON CREEK STORM DRAIN 7
nwee Huem ln*w- CA 92618 PU (949) S&MMO FX (949) 5MM✓ 001 for the ' location THE INTERSECTION OF WASHINGTON STREET AND ROVED BY. DRAWING NO.
APPROVED BY: W of buried RECOMMENDED FOR APPROVAL B ROVED BY:
�i t KELLER ROAD, 16 WEST OF THE CENTERLINE
Z3 NO. 33950 utility lines.
In OF WASHINGTON STREET, 67 FEET WEST OF 7-480
EXP. 6/30/06 it
1004W 00/ Zip ord IF , t Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
11 U, vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH SHEET NO.
KJ(ALEV., OTH DATE aA CHEROKEE ROSE STREET
L.l
M 1_0,
STANDARD MWDSC ALUMINUM DISK, SET FLUSH,
DAT DATE:
IN TOP OF A 10 FEET LONG DRAIN HEADWALL, LINE "D" & "LOW FLOW" 22
_IL 12 OP CAL%� 12 OF
OUGLAI SNYDER RZE.N0. 24068 DATE RECOMMENDED OYLE ENGR. DATE M MM YS MW
DA 0.6 FOOT SOUTH OF THE NORTH END. iF. DIESCMPTION APPR. CtATE
liprpq�
7 1
IL
m
4' MIN.
COVER
88'
m
2% _
00�0
NO. 24068
'Exp. 12/31/05
i Of
ELEV 6060113
HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U.S.A. Toll Free, BENCH MARK
I R v I N E I N C
TRANSPORTATION DEPARTMENT
ENGINEERING SURVEYING 1-800-227-2600 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
MILES SOUTH ALONG WASHINGTON STREET FROM,
PLANNING to
ree Hughes Iwkw, CA 92618 PH: (949) Sa3-1010 FX (949) SM759 for the location
THE INTERSECTION OF WASHINGTON STREET AND
APPROVED BY: of buried KELLER ROAD, 16 WEST OF THE CENTERLINE
33950 utility lines.
OF WASHINGTON STREET, 67 FEET WEST OF
EXP. 6/30/06
IN OP OF A 10 FEET LONG DRAIN HEADWALL,
POWER POLE NO. 4059450E, 0.5 FOOT WEST
Don't disrupt
NSIMDATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
MWDSC ALUMINUM DISK, SET FLUSH,
STANDARD
'GLAS '�NYDER A.E.NO. 24068 DATE _i41"AN6074110 e s 0.6 FOOT SOUTH OF THE NORTH END.
VV=/ M=,+.0
80
9 4
2
8)2
ii 1
RIVERSIDE COUNTY FLOOD CONTROL
AND IN
CONSERVATION DISTRICT
RECOMMENDED FOR I APPROVAL B __—APrR_0V(
DAT DATE:
DESCRIPTION APPIR. DATE
A"N
WPICAL STREET SECTION AT
10, 51 0. 10,
GRAPHIC SCALE: 1 10)
R/W
12'
2%
CONSTRUCTION NOTES
80 INST. 18- R.C.P. (SEE, PROFILE FOR D -LOAD)
82 INST. 30- R.C.P. (SEE PROFILE FOR D -LOAD)
83 INST. 36- R.C.P. (SEE PROFILE FOR D -LOAD)
89 CONST. LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311
CONST. C.B. PER R.C.T.D. & W.C.D. STD. DWG. NO. JOO
W AND H PER PLAN
(?I— CONST M.H. NO. 1 PER R.C.F.C. & W.C.D. SID. DWG. NO. MH 251
10 CONST. HEADWALL PER CAL -TRANS STD. PLAN D89
CONST. RIP -RAP PER DETAIL ON SHEET NO. 11
90 CONST. CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. NO. M816
MENNOM
1
BEARINGIOELTA
X
X
x
c0
00
1488.00'
40 20 0 40 80
x
x
x
1
C.)
z
WX
X
X
X
x
c0
00
40 20 0 40 80
x
x
x
GRAPHIC SCALE: 1"=40'
TRACT 30069-2 I.P. NO. 0,50034
X
ZX
i.-uj x
:2
WARM SPRINGS VALLEY
PROJECT NO.
7-0-00164
80
'B'1E__NTON CREEK STORM DRAIN-
X
BY:
DRAWING NO.
7-480
00
ml
SHEET NO.
ABELIA STREET
D'i
to
LINE "G11
OF 22
M LO
w.
F. \ 0028\ Engineering\ SA_ Ph dwg
2:1
im#
44'
32'
2%..-
88'
4' MIN.
COVER
44'
32'
2% _
R/W
12'
27
� I
BEARINGIDEL TA
1416
1420-
_-Arl
----------
-
N)
7.5 f ps
V-1,00 0 fps -
1416
'MOF
f?AU
Vioo� 12.4- fps
Vi�ob= 8,.8 fps
C7
p+
1412
.. . .....
a—j
_6R1Z.:-:' - - 4
H
T
_ _
_
__
� ---4t
�w-
f� T-
TYPICAL STREET SECTION AT 6 + 00
......
.....
2:1
im#
44'
32'
2%..-
88'
4' MIN.
COVER
44'
32'
2% _
R/W
12'
27
� I
6rma
LINE
N 3r291 80
I I = 6001V ,ti
SEE RR ON, --
SHEET 22
_j
_71 -7Z-
-7z:
82 .61
2
V)
CONSTRUCTION NOTES
80 ----- INST. le R.C.P. (SEE PROFILE FOR D -LOAD)
82 INST. 30- R.C.P. (SEE PROFILE FOR D -LOAD)
83 INST 36- R.C.P. (SEE PROFILE FOR D -LOAD)
89 CONST LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311
90 CONST. C.B. PER R.C.T.D. & W.C.D. STD. DING. NO. 300
W AND H PER PLAN
CONST. M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252
0 CONST. HEADWALL PER CAL -TRANS STD. PLAN D89
10 CONST. RIP -RAP PER DETAIL ON SHEET NO. 11
90 CONST, CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. NO. M816
BEARINGIDEL TA
1416
r
S. D.
V100
7.5 f ps
V-1,00 0 fps -
'MOF
C7
p+
.. . .....
a—j
_6R1Z.:-:' - - 4
H
T
_ _
_
__
� ---4t
�w-
f� T-
TYPICAL STREET SECTION AT 6 + 00
......
.....
10, 5" 0. 10,
AZ
Ca
AA
_j
... .........
GRAPHIC SCALE: 1 =10'
r
><
LLJ
--- ......
7-7-77
A
0
42,;�.'JL.
F. :--R;C. PI.-- (1,760—D)
INST 730 - L4 F;
rzt
1NTA1NE0--BYR.C.T.0.)
MAINTAINED
PROFILE SCALES
HORIZ: 1= 40'
VERT: 1»= 4s
6rma
LINE
N 3r291 80
I I = 6001V ,ti
SEE RR ON, --
SHEET 22
_j
_71 -7Z-
-7z:
82 .61
2
V)
CONSTRUCTION NOTES
80 ----- INST. le R.C.P. (SEE PROFILE FOR D -LOAD)
82 INST. 30- R.C.P. (SEE PROFILE FOR D -LOAD)
83 INST 36- R.C.P. (SEE PROFILE FOR D -LOAD)
89 CONST LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311
90 CONST. C.B. PER R.C.T.D. & W.C.D. STD. DING. NO. 300
W AND H PER PLAN
CONST. M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252
0 CONST. HEADWALL PER CAL -TRANS STD. PLAN D89
10 CONST. RIP -RAP PER DETAIL ON SHEET NO. 11
90 CONST, CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. NO. M816
P's S)V), SEE PROFILE ON
4jo. 0
?2
2-m 1 y
0 fr
Uj NO. 24068 m 2!
-STN- 0, --- -- - 40 20 0 40 80
S
ry- Exp. 12/31/07 T.
C.B.#41 CIVI 4 eP W=7' H=4.0' GRAPHIC SCALE: 1"=40'
OF CAL1 TRACT 30069-2 I.P. NO. 050034
HUNSAKEP, & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U,S.A. Toll Free BENCH MARK ELEV. 606M3 COUNTY FLOOD CONTROL WARM SPRINGS VALLEY PROJECT NO.
I R V I N E , I N C . 051:?�_ef ESS 104(!N1 AND
PILMNING a ENGINEERING SURVEYING
TRANSPORTATION DEPARTMENT A. 0 1-800-227-2600 2 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 7-0-00164
m �"IIN MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT
Three Hughes lrvkve,CA 92618 PR (949) 583-VIO FX: 5834M 4j — Ill,
/-.� for the location THE INTERSECTION OF WASHINGTON STREET AND BENTON CREEK STORM DRAIN—
APPV,VED (n of buried RECOMMENDED FOR APPROVAL B ROVED BY: DRAWING NO.
5950 j KELLER ROAD, 16 WEST OF THE CENTERLINE
N 0. 3, In utility lines. OF WASHINGTON STREET, 67 FEET WEST OF 7-480
$p a4400*wo *do/,e -*A61 ?jq g EXP. 6/30/0 0 Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
ALED A THM DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
UPSIZED C81140 FROM 7' WIDE '".21:117 ABELIA STREET SHEET NO.
Civil- STANDARD MWDSC ALUMINUM DISK, SET FLUSH, 12^\
lk\ux"11,
f;o� � k TO 10' WIDE, REVISED HGL
.f IN TOP OFA 10 FEET LONG DRAIN HEADWALL, LINE "G" 22
D XIL A! E.NO. 24068 DATE MENDED BY BOYLE ENGR. DATE OP CA0 TWO WORKM DAYS BEFM YOU IX 0.6 FOOT SOUTH OF THE NORTH END. RIEF. DIESCRIPTION APPR. DATE DAT DATE: 14A OF
F-.-\0028\Lngineering\SA-HhoseZ\Imp-,!5U\HLVIsilUN\.!5LHI 2001\SU-.t04mt
BEARINGIDEL TA
P's S)V), SEE PROFILE ON
4jo. 0
?2
2-m 1 y
0 fr
Uj NO. 24068 m 2!
-STN- 0, --- -- - 40 20 0 40 80
S
ry- Exp. 12/31/07 T.
C.B.#41 CIVI 4 eP W=7' H=4.0' GRAPHIC SCALE: 1"=40'
OF CAL1 TRACT 30069-2 I.P. NO. 050034
HUNSAKEP, & ASSOCIATES COUNTY OF RIVERSIDE Don't Dig ... Until You Call U,S.A. Toll Free BENCH MARK ELEV. 606M3 COUNTY FLOOD CONTROL WARM SPRINGS VALLEY PROJECT NO.
I R V I N E , I N C . 051:?�_ef ESS 104(!N1 AND
PILMNING a ENGINEERING SURVEYING
TRANSPORTATION DEPARTMENT A. 0 1-800-227-2600 2 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 7-0-00164
m �"IIN MILES SOUTH ALONG WASHINGTON STREET FROM CONSERVATION DISTRICT
Three Hughes lrvkve,CA 92618 PR (949) 583-VIO FX: 5834M 4j — Ill,
/-.� for the location THE INTERSECTION OF WASHINGTON STREET AND BENTON CREEK STORM DRAIN—
APPV,VED (n of buried RECOMMENDED FOR APPROVAL B ROVED BY: DRAWING NO.
5950 j KELLER ROAD, 16 WEST OF THE CENTERLINE
N 0. 3, In utility lines. OF WASHINGTON STREET, 67 FEET WEST OF 7-480
$p a4400*wo *do/,e -*A61 ?jq g EXP. 6/30/0 0 Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
ALED A THM DATE vital services. OF REFLECTOR PADDLE, A 3-1/4 INCH
UPSIZED C81140 FROM 7' WIDE '".21:117 ABELIA STREET SHEET NO.
Civil- STANDARD MWDSC ALUMINUM DISK, SET FLUSH, 12^\
lk\ux"11,
f;o� � k TO 10' WIDE, REVISED HGL
.f IN TOP OFA 10 FEET LONG DRAIN HEADWALL, LINE "G" 22
D XIL A! E.NO. 24068 DATE MENDED BY BOYLE ENGR. DATE OP CA0 TWO WORKM DAYS BEFM YOU IX 0.6 FOOT SOUTH OF THE NORTH END. RIEF. DIESCRIPTION APPR. DATE DAT DATE: 14A OF
F-.-\0028\Lngineering\SA-HhoseZ\Imp-,!5U\HLVIsilUN\.!5LHI 2001\SU-.t04mt
1,5' MIN,
. ......................
36" RCP-----, (6)2"R @ 1419.47
(6)2"R @ 1418.97
5MIN. (2)1"R @ 1417.88
@ 1417.38
1 0.5"R @ 1416.84
R.G. ELEV.
(1)0.4"R @ 1416.33 PER PLAN
1.5' MIN. 1,G. pN
PE
---------------------- 7
36" RCP 6211»R 0 1435.68
5' MIN. (2)1 "R @ 1435.18
(2 )1 "R 0 1433.68R @1434.18
(2)0.4 "R 0 1433.13
------ 0 R.G. ELEV.
(1)0.4"R 0 1432.63 PER PLAN
24" R.C.P. OUTLET
PIPE
24" 1R.C.P. OUTLET 12" NO HOLES
FLOW TEE - ------- PLUG
TNOTE.• HOLES MAY BE PLACED
ANYWHERE ON THE PIPE AT
THE ELEVATION SHOWN
SET TEE SECTION IN WET
SET TEE SECTION IN WET CONCRETE FOOTING & TROWEL
CONCRETE FOOTING & TROWEL INSIDE TO DRAG
INSIDE TO DRAG
OR BLOCK MIN 5 SACK1r_. Y
CONCRETE OR METHOD APPROVED
1&
# 4 REBAR BY BUILDING OFFICIAL
0 6- MAX. SPACING
"AIRTARR
mr-q
am
112" x 2" STEEL STRAP
WITH 318- BOLT
DRAIN PIPE & RISER
NOT TO SCALE
SEE PLAN
FINISHED OR
EXIST. SURFACE
Z
FILTER -FABRIC
PER MIRAFI 50OX OR
APPROVED EQUAL
09m
7--
12- NO HOLES
TEE PLUG
NOTE- HOLES MAY BE PLACED
ANYWHERE ON THE PIPE AT
THE ELEVATION SHOWN,
L
ANCHOR BLOCK MIN. 5 SACL<1
�q. Y
REBAR UL/1VUrVr_1r_ OR 1Wr_1r7L1U fir-r-r%VVr_U
BY BUILDING OFFICIAL
V. SPACING
WITH 3l�8- 80L7f
(4 PIPE & F
V .17
NOT TO SCALE
I
BEARINGIDELTA
100
200 5
81
40)
500
93
CONST.
M.H. NO. I PER R.C.F.C. & W.C.D. STD. DING, NO. MH 251,
CONTRACTOR SHALL PROTECT IN
PROPOSED OR EXIST.
99
sr
3: 99
DRAINAGE STRUCTURE
10
CONST.
HEADWALL PER CAL -TRANS STD. PLAN D89, H=3'-8", L=13'
10
PLACE ALL UTILITIES CROSSINGS
RCP RISER INLET PER DETAIL SHOWN HEREIN
STONE GRADATION11
CONST
RIP -RAP PER DETAIL SHOWN HEREIN
M.H. "NO. Tk�
11
CONST
RCP RISER INLET PER DETAIL SHOWN HEREIN
OR PARALLELING THE STORY DRAIN
..... . ...... ------
UNLESS OTHERWISE NOTED
---OV -R
"'Pt
E) (IST
SU:RFACE�
1436
7�
7 7-7777-7-"
1432
77'777j7-7-
-RAStW
BOTTOM
zz
...... . ... ... .. .
1428
3r
N
1424
_R
...... ... . .
1420
Q100 VALUE IS THE MAXIMUM
OUTFLOW RATE FROM THE
DETENTION BASINS DETERMINED
FROM BASIN ROUTING STUDY
-4,
Zo,
16.57,
1416
T.W.
Pri•
01P_
-14NEL
1412
FL
Q1-00 12. cf s-
7
a.
C -S-1
Q oo- 12-.5 cfs-Tl�
W-1
V, go 12.5
PROFILE SCALES
1Qj,00=2&,5r-fs-,
HORI: 1 40'
Z
oo=1 1.4, -fps
VLg
INST., 14O.60LX777__7-
-7,
77
VERT 1 4
24 poao
_R,
INST 1,83,70-LF:24", C.P.
�(2000
1,5' MIN,
. ......................
36" RCP-----, (6)2"R @ 1419.47
(6)2"R @ 1418.97
5MIN. (2)1"R @ 1417.88
@ 1417.38
1 0.5"R @ 1416.84
R.G. ELEV.
(1)0.4"R @ 1416.33 PER PLAN
1.5' MIN. 1,G. pN
PE
---------------------- 7
36" RCP 6211»R 0 1435.68
5' MIN. (2)1 "R @ 1435.18
(2 )1 "R 0 1433.68R @1434.18
(2)0.4 "R 0 1433.13
------ 0 R.G. ELEV.
(1)0.4"R 0 1432.63 PER PLAN
24" R.C.P. OUTLET
PIPE
24" 1R.C.P. OUTLET 12" NO HOLES
FLOW TEE - ------- PLUG
TNOTE.• HOLES MAY BE PLACED
ANYWHERE ON THE PIPE AT
THE ELEVATION SHOWN
SET TEE SECTION IN WET
SET TEE SECTION IN WET CONCRETE FOOTING & TROWEL
CONCRETE FOOTING & TROWEL INSIDE TO DRAG
INSIDE TO DRAG
OR BLOCK MIN 5 SACK1r_. Y
CONCRETE OR METHOD APPROVED
1&
# 4 REBAR BY BUILDING OFFICIAL
0 6- MAX. SPACING
"AIRTARR
mr-q
am
112" x 2" STEEL STRAP
WITH 318- BOLT
DRAIN PIPE & RISER
NOT TO SCALE
SEE PLAN
FINISHED OR
EXIST. SURFACE
Z
FILTER -FABRIC
PER MIRAFI 50OX OR
APPROVED EQUAL
09m
7--
12- NO HOLES
TEE PLUG
NOTE- HOLES MAY BE PLACED
ANYWHERE ON THE PIPE AT
THE ELEVATION SHOWN,
L
ANCHOR BLOCK MIN. 5 SACL<1
�q. Y
REBAR UL/1VUrVr_1r_ OR 1Wr_1r7L1U fir-r-r%VVr_U
BY BUILDING OFFICIAL
V. SPACING
WITH 3l�8- 80L7f
(4 PIPE & F
V .17
NOT TO SCALE
I
RI8ffAP
SIZE 7. LARGER THAN
R/W
NO. 24068
Exp. 12/31/07 SEE RIGHT FOR THE MAINTENANCE
ACCESS ROAD TO CHANNEL DETAIL.,
HUNSAKEP, & ASSOCIATES COUNTY OF RIVERSIDE
PLANNING 0 ENGINEERING a SURVEYING TRANSPORTATION DEPARTMENT
Thm Huglm Imirm, CA 92618 - PR (949) 583-1M0 - FX (949) 583-07 9
b DATE
!7&L• AYDERT R/Ci.'NO. 24068 DATE RECOMMENDED BY BOYLE ENGR.
DATE
L a;
_AVOJRO�ILEL a 20 10 0 20 40
ON SHEET 22 PLAN LINE "H"
LINE "H" CURVE DATA A,-> ACCESS ROAD TO CHANNEL PLAN GRAPHIC SCALE: 1' 1 '=20'
�
40 20 0 40 80
GRAPHIC SCALE: 1"=40'
BEARINGIDELTA
CONSTRUCTION NOTES
81
INST. 24- R.C.P. (SEE PROFILE FOR D -LOAD)
93
CONST.
M.H. NO. I PER R.C.F.C. & W.C.D. STD. DING, NO. MH 251,
PROPOSED OR EXIST.
99
CONST.
SAFETY M.H. PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 261
DRAINAGE STRUCTURE
10
CONST.
HEADWALL PER CAL -TRANS STD. PLAN D89, H=3'-8", L=13'
10
CONST
RCP RISER INLET PER DETAIL SHOWN HEREIN
STONE GRADATION11
CONST
RIP -RAP PER DETAIL SHOWN HEREIN
11
CONST
RCP RISER INLET PER DETAIL SHOWN HEREIN
RI8ffAP
SIZE 7. LARGER THAN
R/W
NO. 24068
Exp. 12/31/07 SEE RIGHT FOR THE MAINTENANCE
ACCESS ROAD TO CHANNEL DETAIL.,
HUNSAKEP, & ASSOCIATES COUNTY OF RIVERSIDE
PLANNING 0 ENGINEERING a SURVEYING TRANSPORTATION DEPARTMENT
Thm Huglm Imirm, CA 92618 - PR (949) 583-1M0 - FX (949) 583-07 9
b DATE
!7&L• AYDERT R/Ci.'NO. 24068 DATE RECOMMENDED BY BOYLE ENGR.
DATE
L a;
_AVOJRO�ILEL a 20 10 0 20 40
ON SHEET 22 PLAN LINE "H"
LINE "H" CURVE DATA A,-> ACCESS ROAD TO CHANNEL PLAN GRAPHIC SCALE: 1' 1 '=20'
�
40 20 0 40 80
GRAPHIC SCALE: 1"=40'
Q.,
PROJECT NO.
Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 DKOI z I I Z101
WARM SPRINGS VALLEY
-0-00164
11-800-2A27-260011 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
7
MILES SOUTH ALONG WASHINGTO14 STREET FROM Q--iO 11019111111"Orm �OcNTON CREEK STORM� DRAIN
for the location THE INTERSECTION OF WASHINGTON STREET AND
RECOMMENDED FOR APPROVAL BT -f FPPPW-Rr-'PROVED BY:
KELLER ROAD, 16 WEST OF THE CENTERLINE i
33950 utility lines. OF WASHINGTON STREET, 67 FEET WEST OF
EXP. 6/.30/`0`gl
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
vital services. i OF REFLECTOR PADDLE, A 3-1/4 INCH
LINE "H" & "H—,r PLAN & PROFILEj
CHARLOIS DRIVE & ABELIA STREET SHEET NO.
STANDARD MWDSC ALUMINUM DISK, SET FLUSH, ROAD & RISER DETAIL 00F
IN IN TOP OF A 10 FEET LONG DRAIN HEADWALL, DAT DATE: LINE "11-11' 22
0.6 FOOT SOUTH OF THE NORTH END. 15A OF
DESCRIFYnON
reispi.- I I I R, m m m m
BEARINGIDELTA
28131,00"
730z'
Q.,
PROJECT NO.
Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK ELEV. 606.913 DKOI z I I Z101
WARM SPRINGS VALLEY
-0-00164
11-800-2A27-260011 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2
7
MILES SOUTH ALONG WASHINGTO14 STREET FROM Q--iO 11019111111"Orm �OcNTON CREEK STORM� DRAIN
for the location THE INTERSECTION OF WASHINGTON STREET AND
RECOMMENDED FOR APPROVAL BT -f FPPPW-Rr-'PROVED BY:
KELLER ROAD, 16 WEST OF THE CENTERLINE i
33950 utility lines. OF WASHINGTON STREET, 67 FEET WEST OF
EXP. 6/.30/`0`gl
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
vital services. i OF REFLECTOR PADDLE, A 3-1/4 INCH
LINE "H" & "H—,r PLAN & PROFILEj
CHARLOIS DRIVE & ABELIA STREET SHEET NO.
STANDARD MWDSC ALUMINUM DISK, SET FLUSH, ROAD & RISER DETAIL 00F
IN IN TOP OF A 10 FEET LONG DRAIN HEADWALL, DAT DATE: LINE "11-11' 22
0.6 FOOT SOUTH OF THE NORTH END. 15A OF
DESCRIFYnON
reispi.- I I I R, m m m m
a
as
. ! °..
ff
I"
p-
PROJECTCOUNTY OF �
TR
••DEPARTMENT r .0 I
III d
PLANNING
.ENGINEERING SURVEYING
r: Pt s a
a a. for the location `@
��. - ! # 1� . r ° iM M s � a y-" ., s ► � # BENTON CREEK STORM DRAIN,1
950 utility lines.
Lr EXP:6/30/06 7 f
dDon't disrupt
Vital services.
WALL%or SHEET NO.
tf
CONNECTOR!
6d OF 22
F MM DATE
r. t ^ • d Y t07
W,
I
10/13/2006
NO. 24068
a: s • a y
•
! !!
M YAK
r
PRHUNSAKEPCAL ASSOCIATES ELEV. 606013 IN 0: k 611 Dim I E010141 I fm I OJECT •
COUNTY OF RIVERSIDE I Don't Dig ... Until You Call U.S.A. Tol BENCH MARK
I Free
•• i• •
WARM �
SPRINGS
RTMENT
. d TRANSPORTATION 1-800-227-2600 !_ #":.. :EPLANNING ENGINEERING SURVEYING MILES SOUTH ALONG WASHINGTON STREET
rOMIt i .. a "n Y. •
Three Hughes hvkie� CA 92618 PH: (949) FX* (949) 58"759 for the location CREEK NO
i THE INTERSECTION OF WASHINGTON STRE�STORM
DRAWING NO.
APPROVED B Y.-
ET AND
� • 42ac -! #
OF WASHINGTON STREET, 67 FEET WEST OF
-480
..
Don't disrupt POWER POLE NO. 4059450E, 0.5 FOOT WEST
*mssSTANDARD R DISK,I�I
vital services.
;q�(LED DATE OF REFLECTOR PADDLE, A 3-1/4 INCH SHEET NO.
I
G A' YDER R. NO. 24068 DATE D IN TOP OF A 10 FEET LONG DRAIN HEADWALL,VIENOR DATE 0.6 FOOT SOUTH OF THE NORTH END.I22 OF 22
r