967hh_sdSW BERNARDINO COUNW
DOMENIGONI PKWY --- - --- D Ri MDE OOUN
1 L I � II II
- - - -BEGIN
LATERAL 1D LATERAL 2D
LATERAL 1 1
LATERAL 3 - LATERAL 2
AD
ck
1
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1
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1
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i
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LATERAL
6-�'
INDEX MAP
1" = 150'
VALLEY
LAKE
C� WE PERRIS
MAiNEm
Is 7
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MURRIELA
SSAN DIEW
couNn `--�TEME
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LOCATION
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7RKE�SERVOIRPROJECT
IS RIVERSIDE CD
SW DIEM COUNtt
N
VICINITY
MAP
N.T.S.
GENERAL NOTES
1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS
SHOWN IN THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S
MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS, DATED JUNE 24,
2008, AND THE DISTRICT'S STANDARD MANUAL, PLEASE REFER TO THE
"PUBLICATIONS AND RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE.
2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.995.1266. AFTER THE
PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO
CONSTRUCTION.
3. CONTACT CONSTRUCTION MANAGEMENT AT 951.995.1288 IF CONSTRUCTION
INSPECTION WILL BE PERFORMED BY THE DISTRICT. THE DISTRICT MUST BE
NOTIFIED TWENTY DAYS (20) PRIOR TO CONSTRUCTION.
4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS
OTHERWISE NOTED.
5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFERS TO THE CENTERLINE
END INTERSECTION STATION.
PROJECT 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT
AT 1.800.227.2600
7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE
NORTH AMERICAN VERTICAL DATUM (NAVD 88).
8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE
NORTH AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS)
7 ZONE 6 AND EPOCH 2O10.00.
9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM.
10. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS
OTHERWISE NOTED.
it, UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4"
TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS
SPECIFIED BY THE ENGINEER. -
12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING
CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED
WITH 6 INCHES OF CLASS "B" CONCRETE.
13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION
STRUCTURE NO.4 (JS 229) UNLESS OTHERWISE NOTED.
14. PIPE BEDDING SHALL CONFORM TO THE DISTRICTS STANDARD DRAWING NO. M815
EXCEPT FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000
PSI) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4
INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE.
15. BH-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT
PREPARED BY GEOCON WEST, DATED NOVEMBER 28, 2018. LOCATIONS SHOWN
ARE APPROXIMATE.
16. "V" IS THE DEPTH OF INLET AND CATCH BASINS MEASURED FROM THE TOP OF
CURB TO INVERT OF CONNECTOR PIPE,
17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT
EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED.
18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING
IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION
AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED.
19, STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM
TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE.
20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING
TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITIES
SHOWN ON THESE PLANS,
21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE
PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
22. APPROVAL OF THESE PLANS BY THE DISTRICT DOES NOT RELIEVE THE
DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF
FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN
ENGINEER TO MAKE THE NECESSARY CORRECTIONS
-
23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT
AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES
MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE
REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER
REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET
PER SECOND. THE CONCRETE 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.
25. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX
SHALL BE PLACED ACCORDING TO DISTRICT STANDARD DRAWING NO. BOX 401.
SHEET INDEX
TITLE SHEET 1
PLAN & PROFILE 2-6
LATERALS 7-9
R.C.F.C. & W.C.D. STANDARD DRAWINGS
CB
100
CATCH BASIN NO.1
CB
110
CONCRETE DROP INLET
JS
226
JUNCTION STRUCTURE NO.1
JS
228
JUNCTION STRUCTURE NO.3
JS
229
JUNCTION STRUCTURE NOA
MH
252
MANHOLE NO. 2
MIT
254
MANHOLE NO. 4
TS
301
TRANSITION STRUCTURE NO. 1
TS
303
TRANSITION STRUCTURE NO. 3
M 816 CONCRETE BULKHEAD
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CA. CHAPTER STD. DWG
STD 305 GRATING CATCH BASIN - ALLEY (TRAVERSE)-2009 EDITION
CALTRANS STANDARD
D73 DRAINAGE INLET
D80 CAST -IN -PLACE REINFORCED CONCRETE SINGLE BOX CULVERT
RIVERSIDE COUNTY STANDARD DRAWINGS
STD SODA FOSSIL FILTER
BASIS OF BEARINGS
THE BASIS OF BEARING IS GRID NORTH, CALIFORNIA STATE PLANE COORDINATES,
NAD83, ZONE VI, ESTABLISHED FROM NGS STATIONS "BELL" & "AHMT RYAN",
EPOC 1991.35
NGS DESIGNATION: NEWPO 2
NGS PID: DX5632
SURVEY DISK MARKED MWDSC, SET IN A RETAINING WALL OR
CONCRETE LEDGE. FROM HIGHWAY 79 AND SIMPSON ROAD, SOUTH
ON HIGHWAY 79 1.5 MILES (2.4 KM) TO NEWPORT ROAD, EAST ON
NEWPORT ROAD 0.5 MILES (0.8 KM) TO SAN DIEGO CANAL, IN TOP
OF THE SOUTHEAST WINGWALL OF SOUTH OUTLET CANAL SIPHON
STRUCTURE, 25.5 FEET (7.8 M) FROM EAST END OF HEADWALL.
ELEVATION=1496.19 (NAVD88) -
NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS
ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY
NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED
IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS.
MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PLANS, HOWEVER THE
CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF ADDITIONAL SURFACE FEATURES
REQUIRING REMOVAL. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL OBJECTS AND
MATERIALS (AC, CONCRETE, TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE
NEW PROPOSED IMPROVEMENTS WHETHER CALLE-OUT OR NOT ON THE PLANS AND DISPOSE
OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND LEAVE SITE IN A RELATIVELY
LEVEL CONDITION.
MS 3961 (TRACT 31892) IP 180080
967 hh mu-
26+IN PLACE
T00 26+50 27+00 27+50
I NOTE: ALL NUTILI IDES UNLLSSPROTECT OTHERWISE NOTED.
1470
1465
1460
I EX. 7'(H)x14'(W)
ROB LINE "L" PER
SALT CREEK
- LEON RD STORM
DRAIN PLAN P
EJ. N0. 4-0-0176
1455
DWG NO. 4-827 STA. 27+58.600
_
EX. MH
-'hlSB-�
EX.
6+24.22
4" & 18"
HGL STA 27+63.63
RCP
INLETS
EX. 72' RCP INLET
LINE 16" PER DWG 4-
1445'
0
Ld
`0 n
a
0
z
Q IJ
Of
� Val
N �
w M
Of
w
w
z
U
w
r
0
LO
0
0
n
O
U
o
U
K
TO BE
28+00
FINISHED SURFACE
0 OL STORM DRAIN
PER TR. 31892
V100 = 14.9 fps
_._ PROFILE
28+50
19 n
w
2
w
z
Z
!n
N
p
J w
2 N nz
rZ
d
d +ai
oMmw
a w
53 01a0w
21
1449.67
V p J 0 a
QI00
553.7 cfs
�LUI
ooio TIOD
= 5.9 fps
y m Qt� P- U
a=Z 6 0
o�?o
ovaoxcgz 108.
LF 14'W 7'H Q
z x
z � of w O- S SINGLE
CELL ROB
lJ j 2D - 10 251455 92 \� 1455.09 TC, 14 4._
A DOMENIGONI PKWY
i
i
EX. 18" CP LINE 14" PERI SALT - f -- LAT SEE SHEETC7
CRE K - LEON ROAD STORMA I
DRAT PLA PROD. NO. 4-0�0176
DWG N0. 4 827 I} -- -
EX: 72" 'RCP LINE "L6" PER SALT ' -- _
•,CREEK LEON ROAD STORM I'
--- DRAIN PLAN PROJ NO 4-0-0176 (3
DWG NO 4 827 3
s _ - I
'
--- 9 +26.10 LEON ROAD
-- =18 + 1 10 DOMENIGONI PKWY LEON ROAD 28+31.81 JS #3
=10+00.00 LAT 1D
--10+00.01 LAT 2D
95
19 W - 18•W -
-- " _ STA: 28+ 6.91 jCONST.- �Ia �
EX. 14'(W)x7'(H) ROB LINE L" 21 JOIN- €XIS I.Prlg
PER SALT CREEK - LEON ROAD N 2196558.7553 -- - B
-
--' STORM DRAIN PLAN PROJ. NQ
- - E 6297129.5463
4-0-0176 DWG NO. 4-827
rx tu) F 50 _...._.-- _ __ I
6 27 _. 2
--__- y�EX.'I MH S49'39152'
_.. POW,
RIEPOLLEs
VT= EX. 72" RCP LINE 13" PER SALT 'CREkIl}K
LEON ROAD STORM DRAIN PLAN PROD �70 LAT 1�1, 18
STORM " SO PER LEON RO DRAIN PLAN"D4-0-0176
ONEDWO 7# 4-827 TO BE �j SEE#SHEET 7
-3}892-BOCKHEAD 25 10 C.B DNQLr 4-0-V 7-&`--OAM END OF ABANDONEMENT. Y� TA: 1
26 PLAN
w A L 8 E R T A. ENGINEERING CONSULTANTS PROFESS/[ Don't Dig ... Until You Call: PERMANENT BENCH MARK: IF 8
3788 McCRAY STREET �Q`�Ny9'' R. U.S.A. Toll Free: BENCHMARK
RIVERSIDE CA. 92506.. i-800-422-4133 SEE SHEET 1
4 PH. (951) 686-1070 ='o Z N`;e� fLDn
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FBI FCN R CNFTH R C F Nfl RRT17R nATF- ell, Two MRXING DA)S BI YOU DIN B.M. ELEV REF.
29+00
29+50 30+00
SURFACE 0 CL
STORM DRAIN
qw = 354.7 cf
V1w=3.7 fps
40.0 LF
TRANSITION
STRUCTURE #1
FC & WCD
45.0 LF 78" RCP
(D-1500)
-m# T- - - -
11+11.47 10 25 R/W PER INST. NO.
145 .02 TC, 1454.52 FL 2017-033542 RECORDED
W=7.0'o H=3.18' - AUGUST 152017_
rLAT 2, 1 0� PROP. C&G
SHEET
3 X
04 M
28+51.88 JS-#313 93 PROP. MEDIAN CURBS
=10+00.00
---II
rmvm
mi ,
STORM DRAIN PER TRACT31892- EC
PROJ. N0. 4-0-00581 DWG. NO. 4-884
24 1 6 4 2 REVISIONS I ENGINEER RCFC
PROP. R/W
PER TTM 31892
DRAWN BY: CFN
DATE DRAWN: 0
DESCRIPTION APPR. DATE I APPR, I DATE ICIFECKED BY: AG
1470 STORM EON
R/W DRAIN ROAD
167'
1465 1 35' 1 41'
1460 % _ W18
PROP. C&G S78 SS15
1455 14'X7' RCB
SECTION AT STA. 29+00
20' 0 20,
1450
o-
0
DO
M
HORIZ. 1 "=20'
VERT. 1 "=5'
rn
v
M
D1'
EXISTING GROUND_
MANHOLE /
JUNCTION STRUCTURE
DATA
LATERAL CL STATION
WALL STATION
STRUCTURE A C
1 28+51.88
28+58.48
JS
#3
50- -
1-D 28+31.81
28+38.41
JS
#3
50- -
2 28+51.88
28+56.10
JS
#3
61- -
2-D 28+31.81
28+36.02
JS
#3
61' -
3 28+85.64
28+99.14
JS
#1
61' 7.27'
`PROP. C&G
PAVEMENT
CONSTRUCTION NOTES
®
INSTALL 78"
RCP (D-LOAD PER PLAN)
O9
INSTALL 14'WX7'H SINGLE CELL RC8 PER CALTRANS
STD. PLAN D80
10
CONSTRUCT
CATCH BASIN NO. 1 PER RCFC & WCD
STD. NO. CB100
CONSTRUCT
JUNCTION STRUCTURE NO. 1 PER RCFC
& WCD STD. DWG.
13
JS226
14
CONSTRUCT
JUNCTION STRUCTURE NO. 3 PER RCFC
& WCD STD. DWG.
JS228
18
CONSTRUCT
TRANSITION STRUCTURE NO. 1 PER RCFC
& WCD STD NO.
TS301
21
REMOVE EX.
BULKHEAD AND CONNECT TO EX. BOX
22
CONSTRUCT
CONCRETE SLURRY PER GENERAL NOTE
NO. 14
25
INSTALL FOSSIL FILTER IN CATCH BASIN PER RIVERSIDE COUNTY STD. NO.
300A
28
CONSTRUCT
66" BULKHEAD PER RCFC & WCD STD.
NO. M816
a
c
M
0
yLL CURVE
DATA
nCL CURVE DATA
m
0 =
31°18'S7"
d = 41'18'19"
R =
78.65'
R = 39.50'
3
T =
22,05'
T = 14.89'
L =
42.99'
L = 28.48'
w
BC= 29+64.75
BC= 10+29.37
EC=
30+07.74
EC= 10+57.85
PI
= N 2196378.869 PI = N 2196441.717
E 6297129,392
E 6297107.317
m
F
to zo' O zo'
/ERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
RECOMMENDEDF APPROVED BY:� (9xA�,,�y��
DATE: 10.OB'W D�0.Wr C /""'-" -
SALT CREEK - LEON ROAD
STORM DRAIN
STAGE 2
STA. 26+00 TO 30+00
OJECT NO.
4-0-00176
AWING NO.
4-1143
EET NO,
2 OF 9
967 hh Pd
30+00 30+50 31+00 31+50
NOTE: CONTRACTOR SH L PROTECT IN PLACE
ALL UTILITIES UNLI=SS OTHERWISE NOTED. I
LU
32+00
32+50
PiC57.
33+50
34+00
9
LEON
CE
R/W STORM DRAIN ROAD RAW
57'
55' 18, 84'
PROP. C&G
JPi = liI
FINISHED SURFACE _ _ — — — 0
_ + a IEX SURFACE ®CL STORM D41N _ — _ —
U p o ® CL NORM DRAIN F 0 G EXISTING GROUND
_...__.___._... a� _ SS15
— — — — Q PROP. PAVEMENT
1460
-- D--— _--- --._-- 1_. _
— .------- - --- 78" RCP
Q I 1460 PROP. C&G
ELEV. 1457.88 0
ELEv. i456.6s SECTION AT STA. 32+00
—14 1455 _---T--_ 1 zo' 0 20'
--- ----- ------ -- — — — — — . -i ---- _ _ -_ ----
o�z I HGL\ I _ _ _ �—
14501 ill
ri
w S=0.0076
S=0.0092 >
144 .43 INV
LEV. 144 al � 1445 . '..
1445i 1445.96 !
+�
78w c MANHOLE / JUNCTION STRUCTURE DATA
O n !I I HYDRAULIC DATA O+
O n
+ ra a: ULTIMATE 1440 LATERAL WALL STATION A C -�- - STATION STRUCTURE
-_-. _ __.___ _.__ _. SZ__
r7 o ' i �m - - - 30+53.00 - MH # 2 - - 4.5'
+ 'A'- V100 = 15.7 fps IQ-
H + +
rn (O
1435
1435
'---
8
50.81 LF 78" RCP (D-1500 344,69 LF 78" RCP (D-12
HORIZ. 1 "=20'
1430� TO BE MAINTAINED BY RCFC & WCD VERT. 1 "=5'
LU PROFILE LU
® z
I IL I
U— — — — — — — / v _
- _ - - - - - / / - 1\— - - - - Ill
CONSTRUCTION NOTES
- - - PROP. C&G /
INSTALL 78" RCP (D-LOAD PER PLAN)
CONSTRUCT MANHOLE NO. 2 PER ill & WCD STD. DWG. NO. MH252
EX. REGIONAL TRAIL EASEMENT PER
JNST. NO. 2006-0557069 RECORDED
ON JULY 31, 2006
i
x Rw - — - — Ea is - - - — Fr, atv — — - - Ex
PROP. 15" SEWER i {' r • - _ _. L. .. - - - Ea w -
PROP. MEDIAN CURB
STA.. 30+11�lli sss:� -.. _s,"i
X-I LEON ROAD
Z
N- - - - - -
\O o~i 92 91 90 89. nOL CURVE DATA nCL CURVE DATA
o } CL 78" STORM DRAIN 1 8 TA: 32+94.33 - - - 0 r, fl = 31-18'57" �/ 4 = 31'00'S3"
~ 31 32 °° WTR XING 33 R = 78.65' R = 79.40'
PillS906'05"E T = 22.05' T = 22.03'
Z L = 42.99' L = 42.98'
F w wn - BC- 29+64.75 PRC = 30+07.74
a m OB d STA: +53. i6 EC— 30+07.74 EC= 30+50.72
a a MH 02 PI = N 2196378.869 PI = N 2196341.166
N + E 6297129.392 E 6297152.218
O
I a A x 'IN PROP. 18" WTR
-------
Ed
z w O PROP. C&GJ - C:)
Co C)_ z + n PROP. R/W- ___.. - 4- -_ PROP. R/W� M �� IF
..�,� T ------ a; PER TIM 31892
a -PER TTM 31892 _ _ --pF� — — — 20' 0 20'
12 yV; A L B E R T A. ROFESSI Don't Dig... Until You Call: PERMANENT BENCH MARK: P 8 2 4 7 6 4 2 REVISIONS ENGINEER RCFC RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO.
ENGINEERING CONSULTANTS a �s - AND SALT C R E E K - L E 0 N ROAD
Z 4 U ® 3788 McCRAY STREET 4��5N R. Syl� U.S.A. Toll Free: BENCHMARK - __ WATER CONSERVATION DISTRICT 4_Q-001 76
O o U RIVERSIDE CA. 92s06 ["All)i. it e 1-800-422-4133 SEE SHEET 1 S T O R M DRAIN DRAWING N0.
U W Q PH. (951) 686-1070 N0. C65076 ° or burietl DESIGNED BY: CFN RECOMMENDED FORAPPROVAL BY: APPROVED BY:
> A s s D c I A T E s FAX (sst) 7aa—lzss �7 xeRcy I�aes.(v, �J,E,.�, STAGE 2 4-1143
0 d DRAWN BY: CFN
CC M Dods tlie.oPi SHEET NO.
m a o pp,����� /A _ cm services
a z PT-4+P" 'f/2�!/ sry civ1� e _ DATE DRAWN: 04/2019
CG CA��f MO woercwe onus eeFaae rau oi0 v B.M. ELEV REF. DESCRIPTION APPR. DATE APPR. DATE CHECKED BY: AG DATE: O •00 • DATE: ( 0 �f 4 STA. 30+00 TO 34+00 3 OF 9
967 hh
avi logo
1485
1480
14751
1470,
1465
14601
1455I
1450
1
1445j,
38+00 38+50 39+00 39+50
NOTE: CONTRACTOR SH LL PROTECT IN PLACE
ALL UTILITIES UN SS OTHERWISE NOTED.
®,CE S�'ORM DRAIN (0 STORM DRAIN
CID
o
(ULTIMATEI
354_7--cfs-- -
F - V a0 = 14.1 fps O
U) = 213.11 LF 78' RCP
40+00 40+50
_ 17 _
n M
SoDo
Q t0
a� n
+a
z� n _
II 6456R13
PROFILE
HYDRAULIC DATA
(ULTIMATE)
� 80.9
01009 cfs
VIM = 9.5 fps
41+00
0
O
Q
L-
z
J
F- — _ 1 I EX. REGIONAL TRAIL EASEMENT PER—
Q "I- — _ _ INST. NO. 2006-0557069 W
RECORDED ON JULY 31, 2006 Z
_ _ — — — — _ _ — — _ S
U
F
Q
— — EC RW _ EXIST. DIRT 40+14.95 MH #4
` - 84ROAD LIMIT 17=10+ LA 4
40+40.79
83 - - -ING o
- -,� 39 CE 78"-STORM DRAIN ,, - - - ors 7 ----
40 41
PROP. SCE VAULT -----
W
A L B E R T A.
ENGINEERING CONSULTANTS
pR�ESS/Ok
U
3788 McCRAY STREET
p4��StA R. S�
RIVERSIDE CA. 92506
y
Q
PH. (951) 686-1070
o No. 065078
a
A S S 0 C I A T E S
FAX (951) 788-1256
Srq/F'CI
OF CA�SF�
DILESH R. SHETH R.C.E.
NO, 65078 DATE;
— —
SEE
SHEETL6
/F
\
TTM731892
CL FOXHOLLOW DRIVE
\�/
STORM
DRAIN PER TRACT
3189Z�--�.�
PROJ. NO. 4-0-0582DWG.
1
STA: 0+64:§5
NO.
4-884 .
A
28
PLAN
Don't Dig ...
Until You Call:
PERMANENT BENCH MARK:
P 8/
2 4 T 6 4 2 REVISIONS
U.S.A. Toll
Free:
BENCHMARK
1-800—a22-4133
SEE SHEET 1
�=
of buried
n ler IHe �o�alio�
t mmey r ee.
Dols ecraes mu me B.M. ELEV REF. I DESCRIPTION
A
ENGINEER I RCFC
STORM LEON
NIN RQAD
131'
1485
1480 —•PROP. C>�8
SS15 E
PROP. PAVEMENT
1475 78" RCP
SECTION AT STA. 40+50
1470 20' 0 20'
1465
1460
C&G
GROUND
MANHOLE / JUNCTION STRUCTURE DATA
1455 LATERAL CE STATION WALL STATION STRUCTURE A C L
4 40+14.95 40+27.47 MH #4 30' 6.50' 16.7'
1450
HORIZ. 1 "=20'
VERT. 1"=5'
k .61i:11Q4iIL+12■.N11V
O7 INSTALL 72" RCP (D-LOAD PER PLAN)
® INSTALL 78" RCP (D-LOAD PER PLAN)
17 CONSTRUCT MANHOLE NO. 4 PER RCFC & WCD STD. DWG. NO. MH254
nCE
CURVE DATA
/ICE
CURVE DATA
r
d =
21'28'35"
d =
58°4T7 4"
R=1818.00'
R=39.50'
T =
344.77'
T =
22.26'
L =
681.45'
L =
40.54'
BC=
35+35.86
BC=
10+24.31
EC=
42+17.31
EC=
10+64.85
PI =
N 2195489.224
PI =
N 2195315.516
E 6297153.725
E 6297204.817
20' 0 20'
RIVERSIDE COUNTY FLOOD CONTROL FHOJECI NO.
AND SALT CREEK - LEON ROAD 4-0-00176
WATER CONSERVATION DISTRICT STORM DRAIN
DESIGNED CFN RECOMMENDED F APP DYED DRAWING N0.
LB J/�
DRAWN BY:
STAGE 2 4-1143 CFN PA�1`C
DATE DRAWN oA 2019 SHEEP N0,
CHECKED BY: AS DATE: 10.06'l9 DATE: t0/9/1 ? STA. 38+00 TO 41+00 5 OF 9
r2
0
N
m
967 hh p&L.
1485
1480
1475
1470
1465'.
14601
1455
1450
41+00
—"1-
41+50 42+00
NOTE CONT ACTOR SHALL PROTECT PLACE
ALL U ILITIES UNLESS OTHERWI E NOTED.
FINISHED SURFACES
HGL�
180.67 LF
42+50
z - - - PROFILE
— EX. REGIONAL TRAIL EASEMENT PER ,
C.D INST. NO. 2006-0557069 / - __---_ _ —
F _ RECORDED ON JULY 31,2006----
z"
m� ce:
43+00
43+50
EX SURFACE 0 CE
44+00
44+50
= = = = = — + — — — = — = r-- = = = = =
= = = = = =:� = = = = :v— = + = = = = = = � = = = = =
11119717e117
HYDRAULIC DATA
(ULTIMATE)
Am = 116.1 CIS
STA: 11+ 26 UU
— z
N6701'10"E EX. REGIONAL TRAIL EASEMENT PER =
INST. NO. 2006-0557069 — V
IL RECORDED ON JULY 31, 2006
Q
rNLir. rUdyL; V
ANDA: 10+93.04 '
UTILITY CURB &GUTTER
_ _ Q__ - -. - _.EJ: RW E;; � EX — — — Ta RWvo
EXIST. DIRT EAT 7, 36" RCP
ROAD LIMIT SEE SHEET 9
+44.45 4CE LEON ROAD N81 -_ __ -TA: 4 +17 180 S--��_ ,... -____..ass - _CE 72" STORM DRAIN 7 2742
- w
x... —.-
p N32 1 j4 4u E—
c2 \ z
n
w a ^r gFUTURE 60"
o STORM DRAIN(E1- `O y } --. _. v,c ---- -.v is },.+ PER TRACT 30977
A: 42+92.27
z 47 R/W PER INST. N0.
z o 0357340, RECORDED
0 0 42+82.67 MH #2 ! S68'25'20"W
16 _ AUGUST, 2011
0 J-10+00.00 LA 6
(� LAT 69 24" RCP
SEE SHEET 9
C5 �D _ _ R/W PER INST. NO.
0357340, RECORDED
`'- AUGUST, 2011
29
z O w O
3 HE / +
A
w
PLAN /
O O
~ vi P 8 2 4 T 6 4 2 REVISIONS ENGINEER RCFC
to w A L R E R T A. ENGINEERING CONSULTANTS QR y AMA�YS�BIDFCRE
9 1 0r buried
PERMANENT BENCH MARK: _ _ OFESS Don't Di Until You Call
z 4 U 3788 McCRAY STREET e„o�y4 R. ( U.S.A. Toll Free: BENCHMARK I -
0 RIVERSIDE CA. 92506 �`S .��+3 SEE SHEET 1
00 Q U PH. (951) 686-1070 r' o _ for the locution
c> No. C65076 ea
O CE A S S O C I A T E S FAX (951) 786-1256 a utility lines,
O �,r� � Don tlsrupt
U Ell Q Q zLA y'/ ,�, d?y� CIV1V Ptal services.
DILESH R. SH R DATE: °F cn�Le you om B.M. ELEV REF. DESCRIP➢ON jAR DATE APPR. [
45+00
1
HORIZ. 1 "=20'
VERT. 1 "=5'
STORM EON
R/W DRAIN ROAD
126'
41' 18' 67
PROP.
�
GROUND 18
EXISTING SS15
PROP. PAVEMENT
72" RCP
SECTION AT STA. 42+00
20' 0 20'
MANHOLE / JUNCTION STRUCTURE DATA
LATERAL CL STATION WALL STATION STRUCTURE A C L
6 42+30.91 42+40.75 MH#2 50.5T 2.76' 11.8
7 42+30.91 42+40.75 MH#2 30' 6.28' 11.8
CONSTRUCTION NOTES
O2 INSTALL 24" RCP (D-2000)
® INSTALL b4" RCP (D-LOAD PLN PLAN)
O7 INSTALL 72" RCP (D-LOAD PER PLAN)
i6 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252
26 CONSTRUCT 36" CONCRETE BULKHEAD PER RCFC & WCD. STD. NO. M816
27 CONSTRUCT 60" CONCRETE BULKHEAD PER RCFC & WCD. STD. NO. M816
29 CONSTRUCT CONCRETE DROP INLET WITH 6 OPENINGS PER RCFC & WCD
STD. NO. CB110
nCL CURVE DATA
L'
nCL CURVE DATA
U
r =
21-28'35"
0 =
46'24'17"
R =
1818.00'
R =
60.00'
T =
344.77'
T =
25.72'
L =
681.45'
L =
48,59'
BC=
35+.
BC=
10+44.45
EC=
42+1717.31 31
EC=
10+9393.0404
PI =
N 2195489.224
PI =
N 2195079.944
20' 0 20'
E 6297153725
E 6297368.943
INSEWEI
RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT
DESGNED BY: PEN RECD ENDED TOR AP DVAL Y: APPROVED BY:
DRAWN BY: CFN
DATE DRAWN: O< 201B
CHECKED BY: AG DAII: Io•00'Ii DATE:
SALT CREEK - LEON ROAD
STORM DRAIN
STAGE 2
STA. 41+00 TO 42+92.47
4-0-00176 �o
DRAWING NO. of
4-1143
SHEET NO.
6 OF 9 /
NOTE:
CONTRACTOR
SHALL
PROTECT IN PLACE
14
HYD
AULIC GRADE
14
HY
RAULIC G
DE
ALL UTILITIES
UNLESS
OTHERWISE NOTED.
mo
LINE (UL
.)
00o
LINE (ULT.)
lCi
go Cl
460 14
�0
O
1460
r\
++
EXIS
ING SURFA
E
CB
10 5
1D
++
EXI
TING SURF
E
10 25
CB i
N
0 CE
STORM D
N
145
.33 TC
TO
n
®
STORM D
IN
1455.25 TO
a
H=4
72'
add
H=4 58'
rn
455 14
55
_
1455
�450 14
50
1450
0
_ 0
a
j1:;RCP
(D-20
0)
i
1445
445 14
45
-
6.15
INV of
0
"?
144
. 1
INV rn
MAINTAINE
BY RCTD
LAT
1 D
YDRAULI
o
�� LAT 1
a
DATA
-
HYDRA LIC
DAT
+
+
SEE SHEET 2 _
_.__ _
____.
ULTIMATE
o
o� SEE SHEET 2
_
Q100 5.6
cfs
y�
.
fps
<�
HORIZ. 1"=W
a0D 33
HORIZ. 1"=5'
V100 3.2
fps
VERT.
100
p
N
�a I VERT. 18i 5'
9+90
10+00
10+10
10+20
I1"�'
10+30
9+90
10+00
10+10
10+20
10+30
10+00
10+50
11+00
14
0 r
R
HYD ULIC
GRACE-,.
1460
1460 -
mo
+�
11
1 4 CL to
25
noo
®CL
STORM
DRAIN
oN
INISHED SLR
CB
# 2D
STORM
DRAIN
14
5.09 TC
m+o+
d�
vIm
22
H=
.39'
� NN
1450
1450
07
----
_ .
0
m
w
f2q
m
z
^
rn
o
^
In
N>
m
W24
+.-
+�
a
+
0
(R
CLAIMED)
HYDRAULIC
ULIC D
TA
ULTIMATE
+
W18
W12
,^�
.
o
oM
a
o
ri
-
—--
LAT 2D
SSi
V1
D = 7.1 fps
rn�
H
m
N�
N�
N
1
SEE SHEET 2
r3
23
103.8
LF 18"
CP
(D-20
0)
mom 1"=5'
VERT. 10=5'
MAINTAINEDBY
RCTD
1440
1440
t
HYDRAULC
GRADE
LIE
ULT.
01460
1460
0 CE
STORM DRAN
_
+J
_
FINISHED
URFACE
CB
1ozs
nN+
® CE STO
M DRAIN
02 TO
NFQ
d
H=
22
.18'
IN
w
h
N
1450
0
m
1450
o
o
Z
<
a
H
DRAULIC
DATA
mz
z
f
a
+y,
ULTIMA
v~i
+
+z
Wt8
+
^
W12
a
(R
CLAIMED)
01w 5.8
cfs
�m
o
r
o
o
0
_
-
-
AT 2
Alit
?
�p
F
a
Z
0
N
N
N
1
SS1
SEE SHEET 2
F
0
0
m
23
10
.0 LF 18"
RCP
(D-20
0)
HORIZ. 1"=S'
a
J
m
1440
a
^10+00
VERT. 1"=5'
1440
MAINTAINE
BY RCTD
m
10+50
11+00
10+!
ft!
a
a
Cle
w
NOTES
II 22
ICONSTRUCT
CONCRETE SLURRY
PER GENERAL NOTE NO.
14
(CONSTRUCTION
r
INSTALL 18"
'CONSTRUCT
CONCRETE COLLAR
PER RCFC &-WCD STD
NO M803
j
'CONSTRUCT
CATCH 1
PER RCFC &WCD STD NO CB100 I�25 -1
INSTALL FOSSIL FILTER IN CATCH BASIN PER RIVERSIDE
'INSTALL
COUNTY STD. NO..
I
CONSTRUCT
JUNCTION STRUCtURE
NO. 3 PER &WCD STD.
DWG.
0
U
14
IS723
0
0
r
1-
to
w
A
L 8 E R T A.
ENGINEERING CONSULTANTS
pM-
9
DTaII
Oelocation-
PERMANENT BENCH MARK:
P
8
2 4 T 6 42 REVISIONS
ENGINEER
RCFC
RIVERSIDE COUNTY FLOOD CONTROL
SALT
CREEK
- LE O N R O A
D<�
PROJECT NO.
N
yR RS/.mDS.A
Fee\
BENCHMARK
AND
4-0-00176
, ,
3788 McCRAY STREET
RNERSIDE CA. 92506
�F,SN
�a/AYt�
SEE
SHEET 1
WATER CONSERVATION DISTRICT
STORM
DRAIN0
0
nU
l j Q
A
5 5 0 C I A T E S
PH. 951 686-1070
(
FAX (951 788-1256
h
up No. C6507833
XI-11000-422-4'
n D
\ line S
Prm eaDILESH
--
DESIGNED BY:
RECOMMENDED POA A ROVAL BY:
APPROVED BY:DRAWING
STAGE
2
NO.
4-1143
FN
ORAWN BY: CFN0_
Of
:a
lq CIVR
�on - °
o f aisrxop5
sery
DATE DRAWN: 04/201G
SHEET N0.
W
1i1�
d Z
CL a
GATE: IO .Oz '
DATE: to 9// (I
LATERALS
p
7 9
0_
R. SHETH R.C.E.
NO, 55078 DATE:
OF CAS\F
WV WpMIxD
DPVS BE
B.M.
ELEV
REF.
DESCRIPTION
APPR.
OAIE
APPR.
W1E
CHECKED BY: AC
OF
ACL
967 hh
967 nn
967 hh