CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of ORANGE
On �, �' "a \S-1 2Ol7 before me, Virginia Reeder, Notary Public, personally appeared
Name(s) of Signer(s)
DARIUS FATAKIA,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
VIRGINIA REEDER
Commission # 2127674
Z ..,, Notary Public - California z
Orange County a.
h+t Comm. Expires Oct 20, 2019
Place Notary Seal Above
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
Si
ture of Notary Public
sf n-4iia
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.:
DATE:
Tract 27971 Infrastructure Street, Stonn Drava, and Sewer 19 -Jan -17
PP, CUP NO.:
IMPROVEMENTS
BY:
, P.E.
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
$ 7,054,211.26
$ 1,552,390.75
$ 8,606,602.01
$ 1,936,485.45
$ 141,084.23
$ 31,047.82
$ 211,626.34
$ 46,571.72
DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets arc accurate for the improvements required to construct the above project and the mathematical extensions using City's unit costs are accurate for determining bonding, plan check and inspection costs.
Above amounts do Oinclude additional 20% for recordation prior to having signed plans Above amounts do not ninclude additional 20% for recordation prior to having signed plans Engineer's Signature
Ned Araujo , P.E.
Name typed or printed
FORM $ UNIT COSTS REVISED 2017/01/02
Date
*****PLEASE READ INSTRUCTIONS BELOW*****
1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".
2. Show Bond Amounts to the nearest $500.
3. For construction items not covered by the Construction Cost Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont unit costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.
11:12042loollve12042495810tdosignkcosit17-0102firoftiTr. 27971 Infra Total -City Bond EA-170102.xis 7/19!2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
STREET IMPROVEMENTS
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
Roadway Excavation
9,378
C.Y.
1. Projects with a grading plan area x 0.50'
(hinge point to hinge point)(506,376 sf)
$ 20.00
$ 187,560
2. Projects without a grading plan (road
area and side slopes to daylight
Cut (C) = Fill (f) =
C.Y. (c or f)
(a.) Excavate and Fill
$ 0.40
$
C.Y. (f - c)
(b.) Excavate and Export
$ 1.10
$ -
(c.) Import and Fill
$ 2.80
$ -
If balance, provide (a.) only, either cut or fill
if export, provide (a.) & (b.), a = fill, b = cut - fill If import., provide (a. I & (c.), a = cut, c= fill - cut (Unit costs for (a.), (b.) & (c.) are 20% of acrual
to assure that work will be corrected to
/costs
eliminate hazardous conditions.)
$
S.F.
Remove A.C. Pavement
$ 1.45
$ -
L.F.
Remove Curb and Gutter
$ 18.00
$
L.F.
Remove A.C. Dike
$ 3.00
$
S.F.
Remove Sidewalk
$ 3.00
$
L.F.
Sawcut & Remove Exist. A.C. Pavement
$ 2.45
$ -
1 $ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$
X
l$ -
V:120.421active120424558101designlcost117-0902 draftlTr. age fra Tl 10 $Qn' I -1701O2.xls 1/19!2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
STREET IMPROVEMENTS (Cont'd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
L.F.
Remove Chain Link Fence
$ 7.50
$
EA.
Remove Barricade
$ 200.00
$
15,428
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(569,618 OnSite SF) _
$ . 90.00
$ 1,388,520
16,896
C.Y.
Aggregate Base Class II (569,618 OnSite SF')
$ 50.00
$ 844,800
20 TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) (569,618 OnSite SF)
$ 600,00
$ I2,000
apply at 0.05 + 0.03 = 0.08 gal/SY
$ -
S.F
AC overlay (min. 0.10')
If export, provide (a) & (b), a=fihl, b=cut-611
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 0.90
$
S.F.
Remove A.C. Pavement
$ 1.45
$ -
L.F.
Curb and Gutter (Wedge Curb)
$ 12.00
$ -
23,676
L.F.
Curb and Gutter (Type A-6)
$ 15.00
$ 355,140
303
L.F.
Curb and Gutter (Type A-8)
$ 17.00
$ 5,151
L.F.
Type "C" Curb
$ 12.00
$ -
2,870
L.F.
Type "D" Curb
$ 15.00
$ 43,050
3,692
L.F.
A.C, Dike (6") (incl. material & labor)
$ 10.00
$ 36,920
L.F.
A.C. Dike (8") (incl. Material & labor)
$ 15.00
$ -
S.F.
P.C.C. Cross Gutter and Spandrels
$ 10.00
$ -
105,930
S.F.
P.C.C. Sidewalk
$ 6.00
$ 635,580
SF
P.C,C. Drive Approach
$ 8.00
$ -
4 EA.
Handicapped Access Ramp
$ 2,000.00
$ 8,000^
EA.
P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) $ 12.00
$ -
S.F.
Cold Plane & Overlay Exist. A.C. Pavinj
$ 4.00
$ -
2 . L.F.
1" Transition (6" to 8"/8" to 6' I
$ 15.00
$ 30
$ -
$ -
1/19/2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
STREET IMPROVEMENTS (Coned.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
4 EA.
Street Name Sign
$ 400.00
$ 1,600
EA.
Delineators -per Caltrans Std. A73C,
Class 1, Type F
$ 40.00
$ -
EA.
Object Markers - Modified Type F
Delineators, Riverside County
$ 45.00
$ -
L.F.
Barricades
$ 100.00
$ -
L.F.
Utility Trench, one side (Edison, Telephone, Cable)
(Total length of streets)
$ 10.00
$
L.F.
Chain Link Fence (6')
$ 80.00
$ -
L.F.
Remove Fence
$ 4.00
$ -
EA.
Remove Power Pole
$ 1,200.00
$ -
39 EA.
Street Lights (including conduit)
$ 5,000.00
$ 195,000
EA.
Street Trees (15 gallon)
$ 150.00
$ -
L.S.
Landscape and Irrigation.
$ -
$ -
2 EA.
Concrete Bulkhead
$ 200.00
$ 400
C.Y.
Structural Reinforced Concrete
$ 400.00
$ -
EA.
Slope Anchors for Pipes
$ 300.00
$ -
L.F.
Cut Off Wall (Std. 2')
$ 5.50
$ -
EA_
A.G. Overside Drain
$ 800.00
$ -
2 EA.
Under Sidewalk Drain
$ 2,000.00
$ 4)000
S.F.
Terrace Drains and Down Drains
$ 6.50
$ -
S.F.
Interceptor Drains
$ 6.50 j
$ -
10 EA.
Gutter Depression for Curb Opening Catchbasin
$ 1,500.00
$ 15,000
EA.
Access Driveway for Storm Drain at Cu1-de-Sac
$ 640.00
$ -
4 EA.
"STOP" Pavement Marking
$ 200.00
$ 800
100
L.F.
Limit Line
$ 2.00
$ 200
4 EA.
RI "STOP SIGN"
$ 250.00
$ 1,000
EA.
W53 "NOT A THROUGH STREET" Sign
$ 250.00
$ -
$ -
$ -
X
$ -
$ -
1719/2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
STREET IMPROVEMENTS (Cont'd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
4 , C.Y.
Rip Rap (1/4 Ton) Method B
$ 40.00
$ 160
C.Y.
Rip Rap (1/2 Ton) Method B
$ 45.00
$ -
C.Y.
Rip Rap (1 Ton) Method B
$ 50.00
$ -
C.Y.
Rip Rap (2 Ton) Method B
$ 55.00
$ -
1 G.Y.
Rip Rap (50 LB Rock 30" Thick)
$ 60.00
$ 72
C.Y.
Grouted Rip Rap (1/4 Ton) Method B
$ 60.00
$ -
C.Y.
Grouted Rip Rap (1/2 Ton) Method B
$ 67.00
$ .
C.Y.
Grouted Rip Ray (1Ton) Method B
$ 75.00
$
C.Y.
Grouted Rip Rap (2 Ton) Method B
$ 80.00
$ -
425
L.F.
18" R.C.P.
$ 113.00
$ 48,025
471
L.F.
24" R.G.P.
$ 140.00
$ 65,940
L.F.
30" R.C.?.
$ 150.00
$ -
35 L.F.
36" R.C.P.
$ 155.00
$ 5,425
44 L.F.
42" R.G.P.
$ 160.00
$ 7,040
1,161
L.F.
48 " RCP
$ 165.00
$ 191,565
L.F.
54" RCP
$ 170.00
$ -
211
L.F.
60" RCP
$ 175.00
$ 36,925
L.F.
72" RCP
$ 250,00
$ -
1,976
L.F.
30" C.I.P.C.P
$ 75.00
$ 148,200
1,689
L.F,
36" C.I.P.C.P
$ 90,00
$ 152,010
1,859
L.F.
42" C.I.P.C.P
$ 115.00
$ 213,785
910
L.F.
48" C.I.P.C.P
$ 125.00
$ 113 750
1,724
L.F,
54" C.I.P.C.P
$ 150.00
$ 258,600
130
L.F.
60" C.I.P.C.P
$ 160.00
$ 20,800
1,572
L.F.
66" C.I.P.C.P
72" C.I.P.C.P
$ 190.00
$ 225.00
$ 298,680
$ 79,875
355
L.F.
EA.
H.D.P.E. Clean Out
$ 400.00
$ -
EA-
X
$ 500.00
$ -
EA. ,Curb
Outlet
$ 3,000.00
$ -
EA.
Fossil Filters
$ 500.00
$ -
EA.
18" C.M.P. Wye
$ 500.00
$ -
-
EA.
Riprap Headwall
$ 1,000.00
$ -
18 EA.
Concrete Collar
$ 500.00
$ 9,000
EA.
Outlet Structure
$ 10,000.00
$ -
1/19/2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 InGastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
STREET IMPROVEMENTS (Cont'd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
L.F.
60" C.S.P.
$ 120.00
$
9 EA.
Catch Basin W = 4'
$ 2,200.00
$ 19,800
4 EA.
Catch Basin W = 5'
$ 3,200.00
$ 12,800
5 EA.
Catch Basin W = 7'
$ 4,000.00
$ 20,000
5 EA.
Catch Basin W = 10'
$ 6,000.00
$ 30,000
8 EA.
Catch Basin W = 14'
$ 7,800.00
$ 62,400
9,
EA.
Catch Basin W = 21'
$ 12,000.00
$ 108,000
4 EA.
Catch Basin W = 28'
$ 17,000.00
$ 68,000
EA.
Type IX Inlet
$ 3,000.00
$ -
EA.
Type X Inlet
$ 3,000.00
$ -
EA.
Junction Structure No. 1
$ 3,000.00
$ -
3 EA.
Junction Structure No. 2
$ 3,000.00
$ 9,000
1 EA.
Junction Structure No. 4
$ 3,000.00
$ 3,000
1 EA.
Junction Structure No. 6
$ 3,700.00
$ 3,700
EA.
Transition Structure No. 1
$ 12,500.00
$ -
1 EA.
Transition Structure No. 3
$ 2,700.00
$ 2,700
25 EA.
Manhole No. 1
$ 2,700.00
$ 67,500
19 EA.
Manhole No. 2
$ 3,300.00
$ 62,700
EA.
Manhole No. 3
$ 2,700.00
$ -
7 EA.
Manhole No. 4
$ 5,000.00
$ 35,000
EA.
Adjust Water Valve iifno water plan)
$ 250.00
$ -
EA.
Adjust MH to grade (if no sewer plan)
$ 600.00
$ -
2 EA.
Headwall No. D89
$ 5,000.00
$ 10,000
1 EA.
Headwall No. D90
$ 5,000.00
$ 5,000
Remove & Dispose of Interferring 30" Storm Drain
L.S.
and 36" Riser
$ 700.00
$ -
EA.
Remove & Dispose of RCB Headwall & Wingwall
$ 12,000.00
$ -
L.F..
X
$ 30.00
$ -
EA.
Outlet Structure (Line A & B)
$ 7,000.00
$ -
EA.
Remove Existing Headwall
$ 1,500.00
-
845,
C.Y.
Rip Rap w. Filter Blanket
$ 70.00
�$
$ 59,150
1 EA.
36" Riser
$ 3,500.00
$ 3,500
8 EA.
Concrete Drop Inlet
$2,200.00
. $ 17,600
1/19/1017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 17/01/02
STREET IMPROVEMENTS (Contd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
EA.
Water Quality Structure
. $ 5,000.00
$ -
LS
Concrete Inlet Apron
$ 11,000.00
$ -
1 LS
Emergency Spillway
$ 27,000.00
$ 27,000
LS
84" Storm Drain Grate
$ 8,500.00
$ -
SF
3' Wide V -Gutter (945 LF)
$ 7.00
$ -
15 EA.
Apply Type I Arrow
$ 200.00
$ 3,000
8 EA.
Apply Type IV Arrow
$ 200.00
$ 1,600
2 EA.
Apply Type VII Arrow
$ 200.00
$ 400
55 EA.
Apply Bike Land Arrow
$ 200.00
$ 11,000
55 EA.
Apply Bike symbol case A
$ 200.00
$ 11,000
700
I,.F..
Apply 12" Yellow Crosswalk
$ 3.00
$ 2,100
925
L.F.
Apply 8" Solid White Channelizing Line
$2.50
$ 2,313
7920
L.F.
Apply 4" Double Yellow Paint
$2.50
$ 19,800
5850
L.F.
Apply 4" White Line
$2.00
$ 11,700
20325
L.F.
6" Bike Lane paint
$2.25
$ 45,731
50 LF,
Chain Link Railing
$ 80.00
$ 4,000
2 EA.
Bifurcation Structure
$ 5,000.00
$ 10,000
$ -
$ -
$ -
$ -
Subtotal :
A.
Subtotal
B. Contingency (15%)
X
$ 149,644
$ 6,134,097
$ 920,115
C. Streets/Drainage Total (A + B) . $ 7,054,211
,cria#*********** **+**** ,ti* F*ir+,ire**► euw* ********m ,h!,********0 *eye +Ht+►************* ******'*** ► vinwmt
1/19/2017
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract 27971 Infrastructure Street, Storm Drain, and Sewer DATE: 19 -Jan -17
SEWER IMPROVEMENTS
Show quantities on this sheet only if project has a sewer plan. If no water plan, then slhow applicable uantities as part of street improvements.
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
L.F.
4" V.C.P. (45 Lots @ 25' Avg. Length & 5' for cleanout) $ 15.00
5 -
4,510
L.F.
8" P.V.C. Force Main & Fittings
$ 40.00
$ 180,400
L.F.
8" V.C.P.
$ 30.00
$ -
L.F.
10" V.C.P.
$ 35.00
$ -
L.F.
12" V.C.P.
$ 40.00
$ -
L.F.
15" V.C.P.
$ 50.00
$ -
13 EA.
Standard or Terminus Manholes
$ 2.500.00
$ 32,500
EA.
Drop Manholes
$ 4,000.00
$
6 EA.
5' Diameter, Deep Manholes
$ 7,500.00
$ 45,000
EA.
Cleanouts
$ 500.00
$ -
EA.
Sewer Y's
$ 25.00
$ -
EA.
Chimneys
$ 400.00
$
EA.
Adjust M.H. to grade
$ 500.00
$ -
L.F.
Concrete Encasement
$ 35.00
$ -
EA.
4" P.V.C. Misc. Fittings
$ 120.00
$ -
1,313
L.F.
Sewer Pipe Sleeving
$ 45.00
$ 59,085
I
EA.
Core Drill Existing Manhole
$ 3,000.00
$ 3,000
1 EA.
Sewer Lift Station
$ 600,000.00
$ 600,000
EA,
Backflow prevention device
$ 400.00
$ -
L.F.
4" P.V.C Sewer Lateral
$ 17.00
$ -
4,680
L.F.
8" P.V.C.
$ 35.00
$ 163,800
10 L.F.,
8" P.V.C. Misc. Fittings and Plugs
$ 200.00
$ 2,000
2,008
L.F.
12" P.V.C.
$ 45.00
$ 90,360
EA
Remove 8" Plug
$ 200.00
$
4 EA.
30' + Deep Special Manhole
$ 12 000.00
$ 48,000
1A4S
L.F.
X
$ I20.00
$ 125,760
$ -
A.
Subtotal
B. Contingency (15% x A)
$ 1,349,905
$ 202,486
C.. Sewer Total (A + B) $ 1,552,391
1/19/2817
GENERAL NOTES
fy, CALIMESA
' 6'
;f r {_ # .._.._..""""."s7...."._ .."
,.,:
..".._" $
1. THE CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE DRAWINGS IN
CONFORMANCE WITH SSPWC, 'LATEST EDITION' , AND THE REQUIREMENTS OF THE RIVERSIDE COUNTY
CITY OF BEAUMONT CALIFORNIA FLOOD CONTROL AND WATER CONSERVATION DISTRICT DESIGN MANUAL STANDARD DRAW/NGS, RECENT j
EDITION, AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT I',
ff
THE CONTRACTOR lS REQ D TO ALL UTILITY AGENCIES REGARDING I 2 SHORING REQUIREMENTS FOR THE =UCSTUTILITIES SHOWN /N 1NE PLANS. TEMPORARY SUPPORT AND ssrNy,"kt'3.:.,wz£'a-"".._..,,.....k••' t
4 E f
# 'i
3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT. CONTACT (951) 769-8520• X s �
LOCATION
_. .
THE CITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.
NaTRACT 27971
OAK VALLEY ,`""'F
or
��
i
4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. ak VoUe Porkwa
fo
yl I'
.� ;
.� k�
:,
a j
k
., , ,
c
s
F
¢..
; 5 G FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE -CENTERLINE -INTERSECTION STA77ON/N
STATION.
-; LINE B 6. FORTY—EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT AT 811. p4
Y,FRWY 60
i" } i
y 7. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.
YIY ' Y Sf A.?SS 9f - f,
il
Nil N
mss°
£ ' �
SCALE:
NA
Approved By: Date: q' ly
DRAWING NAME:
Director of Public Works
�—
os/23/17
DATE:
01/20/17
BY
MARK
DESCRIPTION
AppR,
DATE
City of Beaumont, Public Works Department
Engineering Division
OF CA
FILE NO.:
3/A4).
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES, LLC
DWG V \2042\actIve\2042495810\drawIng\Sheet_Flles\495810C-2016SD dwg 31ari By tatrogren
Plotted' Aug 23, 2017 -
age "I "14 D o
CB 43, W==10'
oro= 11.4 CFS
ax= 19.6 CFS
aolo /N= 19.6 CFS
CB 42 W=28'
o= 13.3 CFS
Qloo= 17.1 CFS
G}oo /N= 15.1 CFS
C8 41, W=21'
Qlo= 3.2 Cf3'
Qlx= 14.2 CFS
Goo /N= 11.5 CFS
W
O(,)4
WI
N
'Nei'
m
00 Gbeo= 9.8 CFS
aoo /N= 9.8 CFS
CB 44, W=10'
LINE B
COOPERS CREEK\
•
•
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRl VA TE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
CB 45, W=4'
ow= 4.5 CFS
oroo= 6.9 CPS
omit IN= 6.9 CFS
CB
0ro= 4.5 CPS
oroo= 6.9 CFS
Qrco/N= 6.9CF5
CB
46, W=4'
-OPEN SPACE
4Z W=4
o= .6 CFS
r
tAoio= 8.6 CFS
Q,x /N= 8.6 CPS
CB 48, W=5'
�o= FS
tryco= 11.4 Cf3'
am /N= 11.4 CFS
STORM DRAIN UNE A, Al
SEE SEPARATE PLANS
41 4;0
39 4T
48 4,9
CB 49, W=5'
Qlo= .7 CPS
Qreo= 11.8 CFS
'"""---•.lace,,, N 11.8 CFS
AS BOIL T
42 4.
44 4:
TRAIL
CB 50, W=5'
o=
Qlco= 11.6 CFS
aim /N= 11.6 CFS
62 65�
046 **11 swa
CB 51, W=5'
Qm= 12.7 CPS
Goo /N= 12.7 CFS
=21'
o= .9
0m= 11.2 CFS
Qlco /N= 8.6 CFS
CB 54, W=7'
Ow= .6 C
Qm= 8.1 CFS
Qloo /N= 8.1 CFS
CB 52, W=21'
Ow= 8.2 CFS'
taco= 14.3 CPS
Om IN= 10.7 CFS
Grin= 1
t8CPS
oron /N= 7.8 CFS
thx= 6.4 CPS
Om /N= 6.4 CFS
PARK
PAR ;
CB 58, W=4'
4-C
R x= 6.2 CFS
oleo IN= 6.2 CPS
CB 57, W=4'
Qro= 4.O CPS
ace= 6.1CFS
aco /N= 6.1 CFS'
NEW APPROVED STREET NAME .4REZZO
OLD STREET NAME V/CTOR/A
SOUTH SIDE OR WEST 5/DE
R/W
NORTH SIDE OR EAST S/DE
56'
28' 28'
JO' 18'
4' 6'i
6" CURB
& GUTTER
R/W
VANDERBILT WAY, SLUFF STREET & PEACOCK COURT
UNDERGi9OL4 V UTLITY LOCATION
TYPICAL SECTION
PARCEL 13
COMMERCIAL
Q,B— 6.6 CF
54 W-4'
l,,o= 4.9 CPS
Goo= 7.6 CFS
Oleo IN= 7.6 CFS
00=402 CFS
S E T13
-
N.T.S.
I N D E X MAP
200' 0 200'
SCALE: 1 "=200'
400'
600'
Know what's below.
CaII before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE X826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR. DATE
CITY
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED J. ARAUJO
R.C.E. 57835
08/21/17
DATE
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1 "=200'
DATE:
01/20/17
JOB NUMBER:
2042495810
Reviewed By: A
Staff Engineer
Recommended for Approval By:A '(
Administrative Engineer
Approved By:
Director of Public Works
Date: I • v. T
Date:6'1.2 ill
City of Beaumont, Public Works Department
Engineering Division
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
INDEX SHEET
STORM DRAIN LINE 8
DETAIL SHEET
FOR:
RSI COMMUNITIES, LLC
SHEET
2 OF 13 SHEETS
DRAWING NAME:
DWG: V;\2042\actIve\2042495810\drawing\sheet_fites\495810C-2017SD,dwg v
L
m
E
Ptottedl Aug 2L 2017 - 1:39pM
-.•- A • •
g
0100= 2.34 CFS
10+00
11+00 12+00
0100= 221.7 CFS
13+00 14+00
I 0100= 221.7 CFS
15+00
X100= 178.6 CFS
16+00 17+00
0100 = 178.0 CFS
18+00
Q „= 177.5 CFS
---
---
-
-
----
C/L YARD INLET
VMgx- 6.5 FPS
C
V,yAx=
33.8 FPS
C___
I
1/mAgx= 9.3 FPS
MAx-
7.5 FPS
____
VkfAx- 7.5 FPS
___
Vi1f4X-
7.5 FPS
__CC
__C
CCC
C
CC
Ill
==
CCCCC
CC_C
~
C
C
C
C
CC
C
C
CC
C
CC
C
C
l=
CCC
C=
i.J =M
In
STA.17+74.89
CCCCCCECCCCCC___CCC■I
75.0 TOP _
=C==C=CfflC�®I�CCCCCMC
=CCCCC
CCCCCC
1 =
=====M=IC
C___CC_C__CC_
®
===M
0 J
C�C
_
===CCC=
C
�
-C
CCCC
CCCCCC
CCCCCCCC
CCCC
cfl
C__
____
y'
C-
O
y,
__
C
C
�C
__C_C
__
C
_C__
C
_CC_C_CC____C__
__
EC_
FINISHED
SURFACE
-_
_=
Iffi ---
__
___
--CCCCC
C
Z
_
CCCC—■�—�—
_
C
_
C
N
N
___
N
N
I
Co
cN
E
N
C_
CC__0E
_
M=E
==CC■C■
CC=CCEC--__
■■■E
—
C====■=CCC
,\
co
7 C=E=
-�C=
--
—_
--
--
----
--
`V
/ONST.
205.83 L
F.
60 "
RCP
(D=2100
CONST.
154.36 L F. 66 "
C/PCP
-
--
i=
EE CONST.
CC
C��_�-
21 .
.
PROFILE SCALE:
HORIZ.' 1 "=40'
VERT. 1 "=4'
36 F.
'. 24 L.F.L
66 C/PCP
■EM-=CCCCCC=C=■■■C
=
COUNT.
16.61 L
F.
72. 80 L
F. EXIST
______■CCC=
C=C
==..
__
.
_�
,,
.
,,
.
-CCCC
INVERT THICKNESS
OF RCP
SHALL BE
INVERT
THICKNESS
OF CIPCP SHALL
BE
-C --
-C
C=
CC
I0
INVERT
THICKNESS OF 4'I PCP SHALL
BE
,,
INCREASED BY 2
CC==
- -CCCC-c
-C
CC
18 RCP
D=2000
18 RCP
D=2000
C____ _
CC_
C
_
C_
—
C=C_
— — ----
C_C_C____
__
—
�
--
CCC
---CC■EC
CC
NCREASED TO A
M/N/MUM
1 »
1/2 OVER
INCREASED
BY
,�
2 OVER
THE LOWER 140
°
—CCCCCC
CE
CSC
MA
!NIA INED
BY H.
O. A
MA /NTA INED
BY
H. O. A
CCC
C
OVER THE LOWER
°
140 OF THE PI
PE
f c= 5000
CCC
__
.
.
—C=� CCCC
C
==CCCC
C�RE/NFORCING.
f c
6000 •s i
OF THE PIPE f
c= 5000
psi
C
CCCCCC
C
psi
CCC
CCC
C CCCCCC ==CCC
=CO
=
I
EE eC�■�E�e_CE=0=C0_CEC
C—DC�e=■■
C=C=C
.
■
_■
.
=E
1+00
LINE B1
15' 54'
10+00 11+00
NOTE I
THE BOTTOM OF THE BASIN AND CORE OF I WATER
THE BERM SHALL BE CONSTRUCTED FROM I
8'
12+0
QUAL / TY BASIN PER
ROUGH GRADING PLAN
/
/
`
/
13+00 14+00
z/N� LINE
„ S, B2
i 11 ' l l'' /
II l l 11 I I /
ll / ;i
15+00 16+00 17+00
B
I
l �♦ '-
/ '�
18+00
1 TON RIP (ROCKS N/12
MA /NTA INED BY H. 0. A.
l
l /
ACCESS ROAD
O
o
-RAP 950=27) I I
F/L TER, THE REST SHALL BE 1 TON RIP --RAP • BOTTOM
/
BASIN ELEV. = 2295.5
/
;
// /
l/
/
I BMP
W.S. ELEV. = 2307.7
\
�.
�'
(Ni
ll
l/
// P/�f` �.I- 6D, \ \
NFE4sF� ,
/l
/ T �
NOTE.'
,
� .vQ / ll — _
1 CONTRACTOR TO VERIFY ELEVATION AND LOCATION
l
/ fNT 1
' �- r� I
CONSTA1/CTIO/V NOTES-
1 � 7 1 11+92.
l
'� i - II `7971- - - -
7 2289.4
OF EXISTING L INE B2 18" RCP. / 1 19
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER s,�t
+
1 92.86
21/
l
/
�_
Okc, S �1jV
/ �/ ;�� / FES e a
, /
/ ® l/ " J� �r
// / II
»
Ol CONSTRUCT 18 RCP (SEE PROFILE FORD LOAD)
OF ANY DISCREPANCIES PRIOR TO ANY FIELD 1
MODIFICATIONS 1
'�
y
��
2293.50 /NV
l
�• /
rr
fR
l/
J,
� '1 • 'yFE?
��w I °i� \ 9 'VC
2/l FFsy 93
/
/
/ �� 14 /l 1 II
/ Q // �5 II
1 W
8 CONSTRUCT 60" STORM DRAIN (SEE PROFILE FOR MATERIAL)
'�
'C;' ,__
61 o ��
a„
'"o �c� �i� ��
;,•� *iii + ®
oo ��' •=�y�
% �o .: , �/ l\( 0•
�
NJ ,
°� '\
7 DAYS PRIOR TO THE COMMENCEMENT OF WORK INTIFTIHEIDS:Tga
QUESTARSOUTHERNTRAILSPIPELINESHALLBE
AR
OPERATIONS CENTER AT 1-800-261-0668.
CONTRACTOR TO POTHOLE AND VERIFY LOCATION SIZE AN
ELEVATION OF EXISTING LINE PRIOR TO CONSTRUCTION.
'
)k �
��/�;;++���''
��lf
0 � `^
_,.e q
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
JUNCTION STRUCTURE DATA TABLE
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
MAIN
LATERAL LEFT
LATERAL
RIGHT
D
D2
AS BUI T
EVENT OF DISCREPANCIES ARISING AFTER CITY
STRUCTURE
LINE
NAME
A
B
C
E
L'
NAME
A
B
C
E
L'
1 40'
0 40'
80'
120'
APPROVAL OR DURING U=PON, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
BE
MH #4 ® 14+25.96
LINE
LINE B3
4735'00"
30"
7.5'
6.7'
7.5'
66"
66"
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
SCALE: 1"=40'
...Ap/
Know what's
Cal
®
' below.
before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV2448.129
VAD
ME
LENGTHEN MANHOLE AND RELOCATE MH SHAFT
aii Stantec
Redlands,SCA 9 374 ter Drive
909.335-6120 stantec.com
SEAL
DESIGN BY:
STP
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
OF 13 SHEETS
��
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
L/NE B
STA.• 10+00.00 TO STA.• 18+00.00
LINE B>
STA: 1+03.45 TO STA: 1+92.86
Q�OFESSIQNq�
DRAWN BY:
CO
Staff Engineer
Recommended for Approval By: Date:
CLARIFIED VALUES FOR STD DWG JS2J1
w
*
O - A
� a Ry
cz
z O
No. 57835
CIVIL
�q ��Q
%
�
CHECKED BY:
VAD
_-
Administrative Engineer
pP By: Date:
Approved
SCALE:
1 "=40'
11/28/17
DRAWING NAME:
Director of Public Works
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
P
Engineering Division
�F �P`\F��
FILE NO.:
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR RSI COMMUNITIES, LLC
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2018SD.dwg El
O
d
m
v
N
m
IL
a
OD
0 cu
cu
O
z
O
2325
23 23
•
Ys
.t;7P6:P
\
Q100= 1775 CFS
MAX"' FPS
M.,. ..« • �N
r„ , w » r ,,, ,,, m, ,rN �,r• r ,r • • m.,wH ,, wr, , , vM , ,,, , r m,. ,,,wru wr, :,,. „,w�, .m . mmwm N �m:
18+00 18+00 20+00
cb
X
Q
ups
S...
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
A
1712'17"
555.00'
61.13'
59.34'
B
06'06'21"
900.00'
95.91'
48.00'
�}C
05'09'12"
1930.00'
173.59'
86.85'
O
03'2126"
900.00'
52.74'
26.38'
�}E
33'47'48"
525.00'
309.68'
159.49'
QF
N36'50'00'$Y
---
47.61'
---
©
10'40'20"
600.00'
111.76'
56.04'
0 05'0629"
900.00'
80.24'
40.15'
O
N4273'51111
---
127.29'
--
J
N60'14'15"E
---
20 70'
---
K
N42'23'51 "W
---
4.67'
-
L
1057'48"
90.00'
17.22'
8.64'
QM
N53`2139IN
---
1816'
---
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
--
{
DRAINAGE SWALE PER
ROUGH GRADING PLAN
LOT 21
P/L
21+00
•
PROPOSED UTILITY
EASEMENT PER SEPERATE
INSTRUMENT
PARCEL BOUNDARY ----"'`-
15'
TRAIL PARCEL 14
C/L
3'
Cr:)""--66"
34' CIPCP
i
22+00
LIFI.E B
64 STA 22+48.23
5.58 R
PROJECT
BOUNDARY
SECTION C -C'
STA. 20+50.00
N.T.S.
�4.
23+00
, ,wwRrarrw
24+00
LINE B
28+00
-
25+00
27+00
28 DRAINAGE SWALE PER
,ROUGH GRADING PLAN
1.,,�r..,,...�+,,,T .,M.•,..r,.v.v,,.. .,,w.�...e.„..�,wrr,,,r. 28+00
crk
C-)
AS BOIL T
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP 1S THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE 026632. A STANDARD DISC, STAMPED "U
448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1"=40'
DATE:
01/20/17
Approved By:
Reviewed By: A
Staff Engineer
Recommended for Approval By A "•
dm
Administrative Engineer
Director of Public Works
pc= 167, 4 CFS
28 00
TICWNOTES-
10.5 FPS
232
rr�rwrw,r� , rrrm,
2315
+i,.,. �rx•kurwn,urr. �.
2rwmwxw /�,�in,we wrnvrvvi,vw,
•
CONST. 35.39 L.F. 54" CIPCP
PROFILE SCALE:
HORIZ. 1"=40'
VERT: 1"=4'
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi.
C.
0 CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
�7 CONSTRUCT 54" STORM DRAIN (SEE PROFILE FOR MATERIAL) * 09 CONSTRUCT 66" STORM DRAIN (SEE PROFILE FOR MATER/AL) •* CONSTRUCT MANHOLE NO. 2 PER R.C F.C. & W.C.D. STD. DWG. NO. MH252 18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 0 CONSTRUCT CONCRE IE COLLAR PER R. C.F.C. & W. C.D. STD. DWG. NO. M803 64 INSTALL 24" X 24'' YARD INLET PER SPPWC STD. PLAN 350-2 SHEET 13, CONNECTION PER RIVERSIDE COUNTY STANDARD DRAWING NUMBER JS229
*CIPCP SHALL BE CONSTRUCTED PER SECT/ON 306-4 OF THE STANDARD
SPEC/FICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK) 40'
80'
120'
SCALE: 1 "=40'
Dote Gl . t - t
Date1..(; . t r
Date: q:14 4)
CITY OF BEAUMONT, CALIFORNIA
JOB NUMBER:
2042495810
City of Beaumont, Public Works Department
Engineering Division
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B
STA: 18+00.00 TO STA: 29+00.00
SHEET
4 OF 13 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES, LLC
FILE NO.:
31gA
DWG: V+\2042\active\2042495810\drawIng\sheet_files\495810C-2019SD.dwg C
c
L
Er
.'
>,
a
Plotted: Aug 21, 2017
P
age
"L8 o-'9'0
m
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
A
N53'21 '39'144
---
93.98'
---
B
2129'38"
90.00'
33.76'
17.08'
C
N7451 '17'W
---
292.59'
---
D
14'40'21'
90.00'
23.05'
11.59'
E
N60'10'56'14/
---
96.05'
---
F
2470'26"
90.00'
38.23'
19.41'
G
N60'10'56141
---
143.06'
---
H
0376'27"
90.00'
5.14'
2.57'
1 N56•54 29"W
---
193.12'
--
1373'19"
45.00'
10.52'
5.28'
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
0 N43'31 '10 "W
---
4.67'
-
L0
N43'31 '101f
---
144.73'
--
12'09'11"
90.00'
19.09'
9.58'
N
N55'4021 V
---
63.77'
---
0 N4144'50"E
---
25.61'
---
P
N44'49'04 "E
---
23.84'
---
0 N6128'50"E
---
6.82'
---
R
41`58'13"
22.50'
16.48'
8.63'
S
N19'30'38"£
---
6.88'
---
DWG; V;\2042\active\20424958
a
N
N
Cu
CD
5 ZS
fU
i.4
0 Q
v.
41 42+Q0ry 43+00
CONST. 58.23 L.F. 48' CIPCP
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140' OF THE PIPE f'e= 5000 psi:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
STA 1+20.09
0 0
18 64
J 8 } h
CON5T. 13,89 • L.F. 42" CIPCP
INVERT THICKNESS 0 Cf'CP! SHALL BE iNCREASED BY 2"
OVER SHE LOWER 11410' OF THE PIPE f'c= 5000 psi
Nwr,m �e„+nxun,ccFFwwi.
TRACT BOUNDARY
rwFirwwnw.nw d«<w««nwww«wwiwwww:.xvan»n
44+00 45+00
53+00
22 a)
m
W
Z
V G* N f ! /W / /V! I NOTES .....w.,,. ......m..... . .....M..,.......,,. �, CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
. 1
CONSTRUCT 36" STORM DRA/N (SEE PROFILE FOR MATERIAL) *
CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATER/AL) *
CONST.1 282.37 L.P. 42" CIPCP
/I VERT THICKNESS c CIPCP SMALL BE INCREASED BY 2
OVER!The /E LOWER 140` OF THE PIPE f`e= 5000 psi. - -. — — "" 4Bf00 4700 4Bf00
LINE B
/49 18
5.00; V=4.50
1 +20.81
POC
ry J^F� ..,L*24..4..
CONSTRUCT 48" STORM DRAIN (SEE PROFILE FOR MATER/AL) *
CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH252 CONSTRUCT CURB /NLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) MODIFIED PER DETAIL ON SHEET 11
INSTALL 24" X 24" YARD INLET PER SPPWC STD. PLAN 350-2 SHEET 13, CONNECT/ON PER RIVERSIDE COUNTY STANDARD DRAWING NUMBER J5229
*CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) rl l
�fz
LINE B
OF CIPCP SMALL BEI INC,R.ErSEO B 9 2
1 .....0P'HE P/PE ft 5000 ph• i.•
49+00
38 o
Z
J
.
Tr
50 5.00; V=4.50
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
A
N55'4021 V
---
60.56'
---
B
19'48'04"
915.00'
316.22'
159.70'
C
N72'30'36'W
---
4.67'
--
D
15'49'40"
1113.00'
307.46'
154.72'
E
0934'37"
90.00'
15.04'
7.54'
F
20'0627"
801.67'
281.34'
142.13'
G
06'19'18"
90.00'
9.93'
4.97'
49 w<niN✓wwHiwur�w.wreu
55 TRAcr 10'1°6/
50+00
MEW! THICKNESS OF CIPCP SHALL BE JNCi'E.4. ED:BY
OVER THE LOWER, 140
Mg''PIPE f'6;•:= $'00d psi.
, ....n,.,r
51+00 52+00
5.00 ;
57 X450
m
V4
.,.., LINE/CURVE DATA `"R ,.
NO.
BEAR/NG/DELTA
RADIUS
LENGTH
TANGENT
lQ
N80'02'41V
---
4.70'
---
/
N80'02'41 'W
---
149.34'
---
J
2737'51"
90.00'
43.40'
22.13'
K
00'49'46"
506.60'
7.33'
3.67'
L
N48'47'53"E
---
23.66'
_—_
N32'04'43 "E
-- —
28.35'
—
QN
N50'4327"E
---
35.28'
--
00 N2530'15"E
---
27.14'
---
101.9 CPS
VM4 18.4 FPS
2 2340
AS BUILT
"CD
40'
SCALE: 1 "=40'
40'
Know what's below.
CaII before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE /826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.cam
rage ITSUOT [U] kJ
48/21/17
DATE
SEAL
Reviewed By: A -(7-
Recommended for Approval B
Approved By:
Date:1 A tr
Date9' 13.17
Date .Z�. I1
CITY OF BEAUMONT, CALIFORNIA
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1 "-40'
DATE:
01/20/17
JOB NUMBER:
2042495810
Staff Engineer
Administra₹ive Engineer
v
Director of Public Works
80'
120'
SHEET
6 OF 13 SHEETS
DWG VI\2042\acts
a
otted+ Aug 21, 2
LINE
41 812
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
' .ONST.323 67; LF, 3 4 " C/PCP
INVERT THICKNESS OF CIPCP SHALLBE INCREASED BY 2"
r/P ' re= 5000 psr'.
55+00
OVER ',THE LO}/ER....740'• OF THE
CONST. 113.44 L.F. 36" C/PCP
INVERT THICKNESS OF C/PCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi
13 58+00
AS
BUILT
I
57+00
58+00
-COVE
INVERT THICKNESS
'OVER :THE LOWE
3476.31.F;. 3O" CIPCP
CIPCP SHALL BE INCREASED BY 2"
140' OF THE pipe re= 5000 psi
58f00 B0%00
LINE B
TRACT 17971-5
Se -
LINE B
ccMUCTIONNOTES
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi.
33 CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT JO" STORM DRAIN (SEE PROFILE FOR MATER/AL) *
O CONSTRUCT 36" STORM DRAIN (SEE PROFILE FOR MATERIAL) * 12 CONSTRUCT MANHOLE NO. 1 PER R. C.F.C. & W. C.D. STD. DWG. NO. MH251 14 CONSTRUCT MANHOLE NO. 4 PER R. C.F.C. & W.C.D. STD. DWG. NO. MH254 18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE sra NO.
CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO.
MODIFIED PER DETAIL ON SHEET 11
*CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N (GREEN BOOK) /ICKNES5 .OF C7PCP SHALL BE IN
R THE LOWER 140' OF IE;PIP '
81+00 82+00
300 (W & V PER PLAN)
300 (W & V PER PLAN)
�wr
ADO:. V=4.40
83+00 84+00
CONST. 71.10 L.F. 30" C/PCP
CB1S
L'JW=.QO, VAS,
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
A 15'36'O1
"
506.60'
137.93'
69.40'
B
N88'45'14 "E
---
309.64'
---
0C
1453'58"
45.00'
11.70'
5.88'
®
N73'51'16"E
---
238.10'
---
1133'01 "
582.00'
117.33'
58.86'
06'05'54"
90.00'
9.58'
4.79'
G
N79'1823'E
---
308.62'
---
©
03'20'02"
90.00'
5.24'
2.62'
I
N75'5821 "E
---
61.87'
---
J
NJ109'05"E
---
29.04'
--
K
NO3'35'43 "E
---
25.99'
-
L
N07'58 37»W
---
25.47'
--
Know what's below.
CaII before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 2T39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 19551 AND SET IN THE TOP OF A CONCRETE POST
PROJECTING a5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448,129
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
08/21/17
DATE
SEAL
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1 "=40'
DATE:
01/20/17
Approved By:
Reviewed By: A -0
4 FINISHED SURFACE
' CJL, PIPE
-n
O
n1
40'
40'
SCALE: 1"=40'
•a
PROFILE SCALE:
HORIZ 1"=40`
VERT: I"=4'
80'
120'
Staff Engineer
Recommended for Approval ByA - • Date: 1.1 3.1?
Administrate a Engineer
Date: c1•"t1. ll
Dote: 1. t; rr
CITY OF BEAUMONT, CALIFORNIA
Director of Public Works
JOB NUMBER:
2042495810
City of Beaumont, Public Works Department
Engineering Division
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B
STA: 53t 00.00 TO STA: 65#00.00
SHEET
T
OF 13 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES, LLC
FILE NO.:
DWG V:\2042\active\2042495810\drawIng\sheet_flles\495810C-2022Sadwg L
rn
E
5,
m
E
N
0 N
N
3 o,
o
0 „- 40.0 CFS 0 ,,, - 33.0 CFS
Owe= 62.0 CFS
- - - - - Q „- 54.0 CFS
0,�= 47.1 CFS
0100= 47.7 CFS VMAX= 8.2 FPS
VmAx=
6.7 FPS
Oleo= 9.5 CFS
'^
C_
CC
■
C
V - 17.3
FPS
C
■
�C
V 11.0
FPS
-
CC
p
--
-C
ffi
-
C
V 16.0
MAX=
FPS
--
C_
--
V -
MAX-
16. 1 FPS
^
V -
MAX=
1> Ir°X YXXX
---
C
M
■I
C
__
__
CC
___ �
___
C
==
_C
C
C_
C
�-
_C
R
",
_
_C_C=_CC_
C
_C_
•
o
C-
p�
10.6 FPS
__
i
CCCCCCC
—CCCC
—C
CCCCCC—C
���__=
CCCC
C__C
CC—
CC
�C
CCC
=CM
—
:
C
—M
C
—C
C
C
—
C_CC
_
—
C
I,C
CC
C
—___
___C
C
C
C=■■
C
C
_C____�
=C
C_
C____
__�
___�___
h
Q
C
C
C
C
C
=:
_
__
___
_�
O
i
CC
CCCCC_C_CC_���—
C
C_=C
C—
CCCC__C
CC-
ll
o�
C
__
____
_
CCC
_____
_
co kr)
CO
����
_�■�C__C____�_
rN
_
k
C
I=M
_CC_C_CC_
d-
___CCC-El
-____
W
^
`i v'
CO
=__CC �
CC
CpC
CCC—C
CCC
CCC
CC=C■�_
CC■
CC���CC=CCCCC
h
C■■�
CCCC
z
CCCC
Q
C
■
■=C
CC■
���
C
��
—C
mom=
=
iiiCCCC==
C
C
c0
c�
C_
CC
�i
v
v
____C___
ppCCC
____CCC_
C
CC==MI
■E
C—CCCC
■■
co
=C■
CCCCCCC
MC
CC
CC■E_
CCti
CCC
C
C
---CC
__=__
--
CC—
C
CC
C
—CC
C
C
C—CCCC
C
_■■�
_p
CCCCECM■�C
CCC
pCC—
CCC
CCC
C
CCC
_C=
CCMECMECCC=
E
,
Q
EECCC
CCCCC
CC
CCCgp3CC
■�CCCCCim
ECC�
___
C
C
C
=ME
EMI
—
v
--00000000
__
CCCCCC
C
CC=
C
CC=
-
o
_C=
--
C
CCC
C
CCCCCCCCC
CC
_■■
CC■�
_■®
=
=immt�®
m======
W
CCCC
■ mmum
GROUND
C®��
■��
�_ C--
CS _
C
CCCC
■
C
��
C
CC�■�CC
C
C
C_CC
1/GL
100
C
CC_
—C
CC_C
C)
C■E■I
CC
EXIST.
2 sr
_���
_
_
C
C_
-
_
_
C
CC
,
��
6•
C
C�'CC
CC
C
CC
_
__
C
C=
-
C
A
C
WSE=
2443.0
=_��
CC■
C.L.
PIPE
��C
FINISHED
SURFACE
,
®
�
'Qi
�1
O
C
.0.=E,..�-CCCC����CCCCC==
�-_�■■��_�_��■
CC
MERE
■
■��
C
CC
�����_
CC
-�-I�
�
��
C
��C
CC
EMI
/
CC_
CC- C.L. 1
e
®
PIPE
CC_C�EEM
C
EXIST.
GROUND
C
CCCC
--
=-LSC
,
-
-C-CC-C-CC_
__
_CCC -M■■E
=__
__
-ME■ ffi
M�C
__
MCM
/
_
-
-_-
_
_
C
_
__
2 C.L. _C_C
��
®
PIPE
C■■ECECs
■
1 ■
_
mCq■
CCC
CC■E
■mo■
"
EoUEEM
/P47
7 -
EM
■■e
==
im��
2'
25 =C
C���■Nfm0fCC■E■E
__
�C=EC-E--
2440
2445
==
=�_w
,�
i'"
■
■■r/■■■�_
■■k�
■■■
■
C_■■
■C=CCCC==
■■
■■■
C--
I■■F=���■
■■
■■�■E■■
- -
=CCC
■�
=C■=■■
EXIST.
GROUND
-
/
C■
-
-
-C
-
CC
C
CCC
C
CCC
C.L.
PIPE
CCCC
--���■�■����■■
--
-■�■
■---■���-_��_-■E■�B_-�■
��■■
■
���
- ��-■
■iB
/ ■■�■■■�■E■
/
-�
----=C■E■I
����■■
-
-
I=C
C
CCC
®�
CCC=
o
-
-
C=■
® C.L.
PIPE
/
C
CC
=■■■
■=i=Ci===■=■i■■■E_■
-
■E
i_
■=EC
■iCC■o■i■■
■i■,
■■i�C■■■��■
==CC
■■-
— ■i_■C/li---■®�■i----■■iC—
�"__--
--
----
------
_
_
__■■
■=■I
=���■■■�■i
■_■■■■__■__
IEEE
I
■i=E
■E=MC=
/
C■■■■■
MERE
■
�■_
■■_____
■■�
_=■■C■■■iC=
:�■i■i�■_CCCC_
Ha
�Oo_"
—
�--�Cm=m
=CCC
C
0_000_00
C
�_
=
,/
=
CC
:—C
C
C
CCCC
C
C
CC
C
CC
�C=��e=�■■
■■■■�eCCCC_■■■�_
C=_■■■�CC_CC_�_� NE=E_ ■
■�e�_�®��_�■�CC ■■�C■■■=■�C■
�—
®CC=_■_
=
E-_-_-B■EC■I
_
_c��=_i■�C_CCB�_=��e
CCC
111
— ��
= CCC
C
=
sr C
_
C
_
■
—=
---�—
/ M EM
_—
=� ■iC�=��■
—
—
_
—
243
2.70 —
----
--
-
■
16 ®�[
MEC_
FINISHED
SURFACE
=
--
�_-_�_--
/
■
■
■
i■■■
1�=
■
■■
■1
■i
C
-
_
C�
EB
__
=_=
�'/M
30 RCP
C
_
_
HGL
100
-
L I N
p3
C
® C.
L
PIPE
\
I
/
_
W�
C
CCCCC
RCP
_ ■�
CC
.
'CC
CCC
C---
09 C�
C=C
'
CCC�..�_
WSE=
2437.8
M
s:=
_CC■
_----�■��
I,
1g
S-0.02
C�■■C��
CC=�=�CC=
__
-C-=C
S.O.OZ ■■CC■■CCC
^�-�
i
.I
_
__
___
_E-•
_C_
_
___
__
-C
=C
Off,
�CC
,
■■■.i=C■■■
C
CCC
0CCC■■=■■�
CCC
CCCC
CCC
CC■■iCCIli=__�lCCC
C
C
=
CC
■■
■C
=CCC■
_--EEC---
=CC
���
/
_
.••••
/
--
co
�6-8
2415
®CCCC■■
■■■CC=m�
2429.58
m
um
=mi&-m=
'
s=o.
0209/
2430
■■
2435
II
■■
�I
435
CCCCC■■■■■■
C
-m■
LIN„
R
/
/"
/
_
R/,i,
-
ail
18 /
—
C
CC
C
CC
CC
CCCC
CC
"/
"
Ha
100
/
5=0.0504
���■
=■■=C==
C��—=_—
■_■■■�C=
M■■CC=CC=
\
/
--
/
'
/
=■■_
_
/
/-
0312
-_
_
■i■�
—,
C
,/
S
=_
E_
O
■C■i==■■_
C_
—■■—■_=■—_Ci
C_
=_
�__
_
_
=
C
C
—
003
C■■C=■i
___■■
CCC
C
/
C
C
C
C_
C_
_
_
_C
C
/
, ,
S'
C
�/
C
-C
IC
C
CCC
C
C
CCCC
C
C
CCCCC
C-
CC
i
CCCC
I■
=■C■■
■■=CMCCC��CC
��____CCPC__C
____
___
■■■=C=
9�
_
_
\
__
__
■■iI=■■ ___M■
_
___
Q
__
L
C
C
C
C
CCCCC
CCCC
CCC
�'
--
w,._......
C
\
/
—C
/NEB
CC
EC
o
C=■C■
'
■i=
i-_■
��
���_-'=
■
■i=__
■C___
I
■F
■iC_C_■o
_■■
_
=
1 =C=_■
30"
c/P
/
to_
_
�/
C--
__u
____
—
EE
r
_
C
C
■CC
1 CCCC■l�r�
_
��
C
Z
C■
C_�_■ CC
CC_C
/
CCC=_C■■
S'
�_�
-
B===CC
=M_
W
=
C=-�
m_=
Ca
E_
_
/
C=
C®
EM
. w■
■�■■� _NE___=
�_
6 1�
3 i_ ■�-�_
__
_
__=
Q
/"
p
.
GL
1°-Q--
INE
P
S_p.020 --
---_CCC■�___
-
--_--_
-_-__C�CJ
E■
C---
_■■
■■
■CC
C
C
E=■i
H
— _C
l
1 CC
C= -- C CCC_ __ __
�_�■■■CC - = ■ ■=
_�
i� /
C
C
_
18' R0
_C_p
____C_C
-- ---■i■CC
_
__
CCC
i/
C
=
C___C_■■
C
■C■
■_C_■i__
C
C
CC
C
=__ ill _
CC= CCC C /
i=
■■■CC■ii■C
CCCCCC
C
CCCI_
Cii■C
_■C_CC_
_�_■■i_
/
`V
C_
E
__
v
___
CC==
CCCC=■■
W
■E■■C=C=CiCCC
CC■■CC=C
W
C=CCCI■■C
W
-
W
W
■iC
=CCCCC
CCCCCC
--
_I
/
i
�_-
C_C
___
_
�■
ICI
C_
_
_
C■IUD
C
0203
W
_
C
---=
W
-
W
■
W
C
---
2405
_
_
L
-
-0.
s-
C
-
-
-
-
-
CCE
Q.
0,
2420
2425
-
CC
-
C
=
-
---
Z
__
-
--
-_
-
-
----
-
-
-
-__
-
=
___
CC =CCC
_
__�
C�
—___CC=Cm
C
o
o
Z
CC=C�=C =CCCC
C
C
C_
C
C__
__
—
W
W
11C
O
o
C
~
O
__
?
__
_
O
o
_
p
_
_
__C____
CCCCCC
CC
CC
V
V
Z
W
CC_C C=
C
CCM
CCCC=
/
C
C
C
MC
CM
CCCC
CC
CC
C)
CCC
W
W
=
m
C
W
C
C—
E=C
-
C
C
__
C
VIZIZi
=CC
_
CCM
Q
__ =C
_
W
-�
�_
O
�M C C
"�
O
_
_
_
_ME_C
L
_=C
===
==
CCCCC=■
L
m
====:=1
C
C
al�
CC
CCC
C
C
=
W
C
CCC
CCC
C
C
O
C
C
r�
CCC
C
C
C
CCC
W
IC
C
C=
CC
C
m=
N
z
CC
C
o,
ca
N
cy
LLI
_
==
rr
r7
O
h
C
CC
—C
CCC
C
CCC
CCCCEffl
C
CC
_
^
, d CO
CCCC
0)
MEE
C
CCCCC
CCCCCC
CCC
____
rr
^
h
_
_
O•
_
_ Em
= O
_
_
_
C==
_C
C—
O
=
_
_
•
_
_ COI
—CC
=
t(-)1
C
CC�C�■
N��
^��
—
C
C
E
^
—__
C
�^
C
Co gj�
S.
cow ME=
C
C
Z
C
O
s
C
CC
_
C��==CCC
C
_C_C
C=■C■iCCC
o
o z
r�
s
�_
�C
—
No)NO
rn
O
C_
*
C
+
+
��'
C
C_
.,
IN
�,
IN
v�
rr -■CCC_��=
N
co I\
�•
N
_______
—
C
C
—C—
--C—
C
co
co co
^�ohc°�
C
C
�?
`'
N
`'
'4�
■
■■
C_C
■
C
—
C
C
_■■
M=
E==E
C
C
C
-
C
i-
C
_C
C
C
—��CC
C_
C
C
C
Oh
Orr
iC
C
ME
C
C
■
QNQN
C
C
■
C
.�
.
■
■_■
C■C
^1:
coO
C
C
_
Cis.
_
_
_
___
rr
_p__
__
___
___
__
__
ISO
—MME
I�
d h
N.
__
__
__
__
,
^
_
rr
CCCCCC
Q^Q"Q^Q^
-
CCCC
C
C_
_
O O
C C
C
CC
N
N
C
C
QN
==
"�Q
Q"�
Q^
=
"�
^
C
--C—
Q"�
C
IM
—
_
��_____
---_
�■
rr h
�.
rr
E=
E_
i
^
■�=—■iC■�C
I^
Ni-
—_
N
N
N
~
■��_
C
p
C■�
"
CCCCC
~
Q
^�
C_C
MEME
—�
=CCCCC
(1)
N
N
N
C
CCCC
CC
C
CC
=
C
C
CC
_CC N
(n
C
N
C
N
Q
hi\rr
N
___
C_
C.—
__
C
C
p
p
^ Q rr
_
C
____
__
=_
p
_
N
-�
CCC■
C
III
E=E
C
Q
N
■■CCC
____
CCC==
C■■MC■■C■C
`r
C��C
C
_
-
-
CCC�CC�C�
--M
C
-
CC
--
=
_.
CC
C=C
CC
=
CONST.
239.
»
0 L. F. 30
CIPCP
CONST.
305.5
D" P
CONST.
»
326.66 L.F. 30 CIPCP
D-1250
CONST.
123.70 L
F.
18 RCP (0= 2000) CC
(D=1600
ME=CC
-
(0=1400)
=C
■■■E---
C■�
CONST. 5
C CC■
MEE
.
-
"
PROFILE SCALE:
IO =
C
INVERT THICKNESS
OF CIPCP
SHALL
BE
INCREASED
BY
2"
M====
C
INVERT
THICKNESS
OF
CIPCP SHALL BE INCREASED
BY 2"
C
�M
CONST.
20.47 L.F.
30 CIPCP
=
CC
�C=
_�
■�
C
_
C_■■ C_C_C
EM=
_
_
_ _ ____
C_C_C___C
C
-
®M
■■ERE
C
C
"=40'
OVER THE
LOWER
140' OF THE PIPE f'c= 5000
—
— —
OVER THE LOWER
140' OF THE PIPE
f
5000
C
"
(0= 1500
�_
_
_��
���
HORIZ.. 1
�_
psi.
P
C C
_CCC
c=
psi
P
CCCCC
CC CCCCCC
C CC
�CC_C=_
30 CIPCP
�C■
C
�_C _C.■
CC
C
_
_C_
CC_C
"=4'
-_
-
=
■C=C==■■
■
___�_■��===CC_C
-
-_ -
- -
(D=1300
-
_p
-
VERT. 1
65+00
66+00
67+00
•
68+00
69+00
LINE
" \ '
B
70+00
\\
.,.
71+00
66 \
�,.
72+00
'\
,-�
\78
73+00
\
74+00
,\\ 180
WSE= 2443.0
--
1+00
LINE B18
2+00
_C=C
\
48 \
�� \
,
`\ ..
I CONSTRUCNONNOTES-
,
`
\ -\
�� I
%
.,
�"
\
\
�� - o
\ �� o'
OF BASIN
I I O1 CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
4�7
, , , , /
��� \
62 I ■/I
-
`.�
:,��. \ 65
\ i
70 �i`.�� r I /11� O3 CONSTRUCT 30 STORM GRAIN (SEE PROFILE FOR MATERIAL) I
\ 7`7 i� \I,`ar� �;7 ' PARC 12 CONSTRUCT MANHOLE NO. 1 PER R. C. F. C. & W. C.D. STD. DWG. NO. MH251 49 . -
RETAINING WALL PER
I
18 •
\
I COMMERCIAL 16 CONSTRUCT JUNCTION STRUCTURE N0. 4 PER R. C.F. C. & W. C.D. STD. DWG. N0. JS229 �
GRADING PLANS ♦rll
111IIII
I
I I
-1
'� -
:
•
I
\ g 0 -
5 ;4.5 �
pp ; V
w' - TRACT NO. 2797
r I I -
I
_ I
5 1
\
��.��■
'I
`�'
\
CB #59 /8 :
�. = 50
W=4.00 , V 4.
\ tx
p - �ti
\ (1,:°. f
1 `L �G
�r
ai
I I 18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE '��, APIV 414-110-04 STD. NO. 300 (W & V PER PLAN)
T BO UiVDARY
1►
W1 42
lLl
\
I \
60 `,■�
1 ��
mac' o
O
c�• `mac'
/
��
I TRACT
l BOUNDARY D \ I
I
63 \ \ ,,� h� G /
\ Tc �j ��� / /
\
64 \ RETAINING WALL PER l 4 7�
\ SD GRADING PLANS ! ' MI
\
I
I
SEDIMENT BASIN PER
SEDIROUMENT
GRADING PLAN 20 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 74+67.42 CHASE 1 SHEET 15 (W & V PER PLAN) MODIFIED PER DETAIL ON SHEET 11 62 �
I \
�` /
1\
\ i�
LINE B17 ��► /
�'■
\ 1 LINE �
B
\ SEE
2442.0 TOP »
62 CONSTRUCT 36 RISER PER DETAIL ON SHEET >0
Cr)
I \
:
I I 1
FOR PROFIL
TRACT \ PROF/(E
2438.0 F
DRAINAGE SWALE PER
B16 ���/
�
SEE SHEET 12 \ /
HEREON
EON
�� - -
LINE
� 1, F\' r6' w
�Ll i
BOUNDARY �._
W ROUGH GRADING PLAN ..
1 - - - -
_
I
SHEET 11 FOR PROFILE
_ _
�_
_
1 -_
_
�,
.: -'s1�EON
\\
LU - 1
I SEE
_
q
-
\\ - _
64 CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD CO -
--- !
- - - _
.�
�.��
\ ill
_ - L /NEB ', A� i-
-_ - - -
`
-
-
--
�¢o / -
- - - �'1 +•_'
„�
_r�� �-
_ _
\ 0 00 I I �� 2 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) ®�'-
� �
9 �1(l
�j� ≤
6B
! 69 70 j /
_ -
- ��
74 L /NE/CURVE DATA
C
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
CZ* _-��
- `
�_ -��
'�����
-
�s�
._ .- J
��
_ 72 �' ..,
A
5 °58'21 "E
N7
---
22 4 1 '
27.94'
---
A-
-- - -_
--
_
--�—i
SLOP
-/
C �
(-_
- i ��
- -
`�-
F
©
05°03'11"
90.00'
3.97'
� ,-- A 3 ( \ \
-- f-=�--
-
--�
-_
_---
�� ► =
J
—
- --
-
'_
— _ PRdyECT BOUNDARY-
— — — — —
— _
--��
— _�_�-- � ��;,:►Zi — —_—_— :., \
= J ----_. /
1 /ice i
---_
,, _--
, i� \�\ (-)
_
v al Z CALTRANSR
-�:
— — — _—
- - ��;�j�%! TO
©
E
°01 '33"
---
310 63'
---
_�
\\ _ _ J7 N81
°'
_
�i-- —_�x�,, /�
\ r
3 J - _ _
,_j
Cl) sJ
\ \ \ )� /
���/ �i =_�\ \ \\ \_�
=W /
- - ! ._. h - - \ \ —
=__� �� ,-_____.....--.-;--=----_-__e'•_, ----;---,__ _— ==%rte=--�''� al��
—/
_ -` _ :.,
'v SL -'\ �
`�
°
05 50 58
90.00 9. 19
,
460
\��
�
��
�'� \ \\\ \ (((r-\- / rr �
\
"'
J
\
/_____Di
--- �rz \ \ \
//i -,:_----=- 7 i/ �\ \ \ \ \\ \ \ —�
V
O �' // /�--_%�
- /
`_
\� /u� i' j \ 1 1111
— 1
OE
N86 52 '31"E
269.31
r/ N o
\ \
o
v
/ /�\ \\\ \
// // \\ \
o of I
�\
1 \\�
/�®� / �- -C ///� :r - .; \ \
��—� //
I
��` 'N' 1111\ \\\\\\\ / ,, "'
\ 1
rno
r,
//i�—J \\ \ o
/ \ \
o rn
`�
//�---- (-�
--- \
��� / / d / \ I l l
/ i,--��_ —� —
/ / /
I I I II I
F
O
39°05'58"
90.00'
61.42'
31.96'
\ \ \1 \ ,�
o
/i j //ii �� \�� � 1 i`
o N� )
// r�---�h \�
I I ,
o/ /,—� /, - —o I
I
\
\ \\ 1111 \\\\\\\\\\I� 1 \I \ J/ / o
_`:--\N\\\\\
,
o N
_,�/�/ \
// / IIII /— --- /� �\\ \ \ \ h
\ — \ / / J /
\ \ \ / ��
I I (/ ��� / , ` —�J� // �h \ \ I I I I
\
I I I , I I I I
/�— \\\\\ I I
G
° , »
13 01 43
,
90.00 ,
20.47 ,
10.28 \ \\ I II II I III \ \
o
r I / /, _ _ / i \ y.
\ \ \ \ n �o // ///
, r
eI -- .�fl�� �, 1
\ I J 7 I
)
) /� //�'
III IIII IIII II �� \�
I�
II
1 CALTRANS 1 I
P/� I
\\ _ _`�
I I 1 1 \ \ ►� //////
) i l l I I \ \ \ 12 I /l l /
/ _ ` — . I
/ ��\ —
\ \ ) I
\ l / l ••
I / 2 Q
h \ / /�
I I / /
H
O/
NO0 15 09E
---
104.27\ o
Q \\ �\
\ III III I II I I \ �� _ — -
12 \\\\\\
I II I I
1'
R/w 1 I
OPEN SPACE LOT -
_ \ \ J // /�
l 1 \�\� - \ \ // /i //i -
\ 1111 \\-- / /////�/ /// --� \ \
/ �� / /
�\ // / /// �_� �� \- .- .,l ''�
�� \ \ \ �/ / / / ���---"
/ \ .
/ !
/// i 16 1 j I!// IIII/
l
O
°27 , »
49 47
22.50'
,
19.42 ,
10.36 ,\ \ 1 11 ' I I \�,___:---=------===.--_ =--, - -__-� - BENCH 1 \
\\ \\ - ///
=_-
/ Il l / / \\\� \\ � %�/
IIII /// \�� r2 // /
O
, »
,
\\ IIII l�1
\I
.��
`� , \ _,__ --_ l /
// //
/ /
\ 1 1 ) \ \ \� _ --- _� _
1 )0( I l ? \,
15'
I I I
_/ °
\-=_.\ �����-__ / �� \\
I \ \ \ /l l l /
lI. .I ���
, \ \� //////1-/--- t l / / /
\\\\ .',":-..----, / /// // /- � N /'� I / /, / ///////4 b /\ I ���
OK
,
NO3°34 30 E
---
40.83 ---
i --
TRAIL
-= mil ,l ,
�� �--�� �/ / �� - - . ,1 , i
°46 '34"E
'
, I EXISTING
©
N31
---
37.01 ---
LOT 51 0; Ml=
GROUND
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
FL
`3
MIN'
VARIES
30'
CIPCP
AS_Bui
40' 0 40' 80' 120'
APPROVAL OR DURING CONSTRUCTION, THE
SECTION D -D'
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
STA. 68+50.00
SCALE: 1"=40'
N. T. S.
Know what's
Call
®
/
b@IOW.
before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".
"
BEARING: N 27°39'52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
__
__
ailSta ntec
Redlands,sCA 9 374 ter Drive
909.335-6120 stantec.com
SEAL
DESIGN BY:
STP
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
8 OF 13 SHEETS
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B
STA: 65+00.00 TO STA: 73+87.72
LINE B18
STA: 1+00.00 TO STA: 2+29.52
Q�OFESSIQNq�
DRAWN BY:
CO
Staff Engineer
Recommended for Approval By: Date:
O • A
� a Ry �
z \
No. 57835
�9 CIVIL Q
CHECKED BY:
VAD
Administrative Engineer
Approved By: Date:
_-
_-
SCALE:
1 "=40'
_-
_-
11/20/17
DRAWING NAME:
Director of Public Works
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
Cit of B t, Public Wks De tt
Y eaumon or Parmen
Engineering Division
OF CO
FILE NO.:
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES, LLC
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2023SD dwg Plotted: Nov 20, 2017 - 10:11am
•s
9 •
c
MAX POND
DEPTH 2309.00
/
I/ f .,
•
f.
f f l #27.2 EC
f,.
Fz_
16",
1+00
£STAR PIP
00+g
THE PRIVATE ENGINEER SIGNING THESE PLANS 1S
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
LINE
CONCRETE
FOREBAY PER ;'
ROUGH GRADING.,
PLAN PHASE 2 .5
SHEET 20 ... .
2+00
Cale= 10.7 CFS, 0100= 20.3 CFS
V = 3.5 FPS
EXIST: GROUND-
G L. PIPE
3+00
LINE B2
PARCEL 16
PM 34880
LINE B2
Q, = 46.2 CFS
2 A9ao I 2305
41444.
t
4 0d/ST 2357 ',F.. 30`l' RCP
(0= 1250)
r.. ,r,.. .r.,,.....x.r..
4+00 5+00 6+00
5+30.O1. E
_o - ..w. w_. 4489 7,i EC
EXISTING 16" HIGH PRESSURE GAS
7 DAYS PR/OR TO THE COMMENCEMENT OF WORK
ON THIS JOB, QUESTAR SOUTHERN TRAILS
PIPELINE SHALL BE NOT/RED TO ARRANGE FOR
AN ONS/TE INSPECTOR BY CONTACTING QUESTAR
OPERATIONS CENTER AT 1-800-261-0668.
CONTRACTOR TO POTHOLE AND VERIFY LOCATION,
SIZE AND ELEVATION OF EX/S17NG LINE PR/OR TO
CONSTRUCTION.
80 FYI %M BASIN ELEV.,,, L EV.,, „2 w..5
8MP VISE,-, 2307,7
WATER QUALITY BASIN
PER ROUGH GRADING„_.PLAN...Mw......,,
PHASE 2 SHEET 2
j_
cei<\
W
z
00+0
UNE B
SEE SHEET 3 FOR Of1LE
1!
1+00
tr
Qty= 26.6 CFS
V�rp 85 P"PS ,
EXIST GRO ND"
C.L. 1PE
ONST. :1
13 iL.F.. 24" RCP
(DI_ 20009
144
cs,4t)
Qlm= 11.5 CFS
lN1 `HE S4RR CE1
Ct. " PIPE
CO1 "tST. 15324 L.F 1B" RC
- (a= 2000)
2+00 3+00
LINE 83
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
0 S
---
10.61'
---
B
5825'08"
22.50'
22.94'
12.58'
C
N58'25'08"E
---
71.23'
---
D
51'4028"
45.00'
40.58'
21.79'
E
N695424"W
---
227.44'
-
©
29'40'19"
45.00'
23.30'
11.92'
G
N8025'17"E
---
40.23'
-
©
N27'2924V
---
37.99'
-
I
4225'00"
45.00'
.3331'
17.46'
J
N69 54 24 "W
---
216.57'
---
N24'5424V
_--
17.68'
-_--
45'00'00"
22.50'
17.67'
9.32'
N24 54 24 "W
---
8.36'
----
CONSTRUCT/ONNOTEg
I
1+12.19 L/N
14 =14+25.96 LIE
CB ,' 43, W==10.0
V=5.00'
AS BOIL T
01 CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
LINE 8
13 29.
CS
SEE SHEET 3 FOR PROFILE
(� CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT JO" STORM DRAIN (SEE PROFILE FOR MATERIAL)
12 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO, MH251 14 CONSTRUCT MANHOLE NO. 4 PER R.C.F. C. & W.C.D. STD. DWG. NO, MH254 18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD, NO. 300 (W & V PER PLAN) 0 CONSTRUCT CONCRETE COLLAR PER R. C.F.C. & W.C.D. STD. DWG. NO. M803 CONSTRUCT HEADWALL (STRAIGHT) PER CAL TRANS STANDARD PLAN NO. 089
QUESTAR LINE
4 4+00
N.T.S.
SECTION E -E'
WS,.. iJ21,
S=0.5288 .
} f
M
W
z
D co
cssi
c\r
o
LINE B3
poo
LINE 636
Co
rn
CUMBERLAND WAY
BOSANA LANE
CNI
� . 64
c
c;2)
PROFILE SCALE:
HORIZ 1"=40'
VERT.- 1"=4'
7 SCALE: 1"=40'
Know what's below.
CaII before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 2T39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET 1N THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BY
MARK
(IS Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
SEAL
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1"=40'
DATE:
01/20/17
Reviewed By: A -0-
Staff Engineer
Recommended for Approval By:A- —C
Administrate Engineer
Approved By:
Director of Public Works
Date:.:Mr
Date: cti 7• U(
Dote: '14' (1
CITY OF BEAUMONT, CALIFORNIA
JOB NUMBER:
2042495810
City of Beaumont, Public Works Department
Engineering Division
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
STA: 0+93.68 TO I 5+26.85
STA: 1+19 1W0 fif 4+26.09
STA: 1+k 47 TARP 1+17.68
SHEET
9 OF 1'3 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES, LLC
FILE NO.:
3: a
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2024SD dwg cu
L
rn
Plotted: Aug 2L 2017 — 1'45pro
rage I loo uI I y Iv
O00= 10.6 CFS
Or0o= 7.7 CFS
N
Ow0o= 7.5 CFS
c0
•
0ioo= 9.2 CFS
LO
•
0ioo= 12.2 CFS
rn
O100= 12.6 CFS
03 Q„= 9.8 CFS
Q„= 6.9 CFS
Q„= 6.9 CFS
Q„= 8.6 CFS
Q„= 11.4 CFS
Q„= 11.8 CFS
Iii__
VMS= 3.37 FPS
Vim= 3.12 FPS
_�
V, =
4.2 FPS
Vim=
7.2 FPS
__---
Vim=
13.2 FPS
Vim=
11.9 FPS
-
VMgY= 4.36 FPS
Vim= 4.4 FPS
Vim=
5.2 FPS
Vim= 5.0 FPS
-�
Vim=
12.2 FPS
Vim= 10.0
FPS
�_---_--_=___
-_�---
=�p
_---E— �----
------
---
=
—
CCCC
---
=CCCECCCC
_--- _---_—_
C--_
--
Em
E
_
--
=CCE
=C==
=C
__
—EC=E=C=CE®CSC
MI=
E—
--_---
o
—
—
_---
�_
I—
_
_
_
_
M
M_
_
mmommomms
_
N
—
in
—E=C=----_
cn
in
—__—_
--
v)
C
C--
---__
---
--
~
---
----
>
C
C
—
---_
~
C
C=�
--
C
----
II
I-
LL.
-
II
-M----
--_—
_
=
Q
>
—CC—
C
CCM
C—
=
=�
_---_
----
CE
_
_--
I
�r
I—
E_—==
C
CC
--- ---CC—
C
.
-
—
---
CC
=C
4 -
--------------
____= 8
—
-
__----_ --
-_
----
---
___---
Z
------=-------
--
--
---
---_---�
-
II
—_�---_
__
te] cn
op
TO 2
'�
=
__ p
=---C----C--=
__---
---
---
M
`''
--_--==---C--C-
I
C
-----C
---C=
C
A
C
C'
---
_
---
--
=C
--_--_
CC-
--_---_
_—
---
N
--
--
--
j
/
=0.
1091
---
—
---
----
—
_____ __
---
________
----
-�
___
_____Ell___
____
—_
_C
1 -
_____
_
___
+
rn
=__
____=
111
C
=____
_____ __—�_
___
—
_____M________
E
______________�_I
rn�--=--__---_---�
I
—
--=--_I-
---_--^_
-E
ha
100
---
E_---
---�---
--_---�
---
---
--
--
---
---
---
—
--
--
---
---
---
------C
CCCCC
C
CC
CC
_9
mom
CCC
EXIST. GROUND
CC
CCME
CCCC
CC
CC
CEl
=
CCC
E_=
—
oza Po
-_-M
MC
=CCC=CCCCC
•
==
l==
C
= C
-E
_
_
= C
EC
= C =
= =
_
C
CONST. 18.14 L.F.
24 - - (i= SOS)
C
C
CE
_
1#00
LINE B4
H SEE SHEET 4 FOR PLAN VIEW
67 '9.67'
ELEVATION VIEW
WATER
QUALITY
FLOW
OUTLET
'IPE
2'"0
M.H. NO. 2 (MODIFIED)
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
LENGTHEN MANHOLE, REVISE DETAIL ELEVA TION
_
C_
_
M=
2310 -
C
_
_
CONST. 23.09 L.
18 RCP (D=2000)
SECTION H -H
ELEVATION VIEW
1#00
LINE B5
SEE SHEET 5 FOR PLAN VIEW
WATER QUALITY OUTFLOW
PIPE (LINE B1)
C
E
_
_
_
_
E
= C
= C
_ -
l==
= =
= =
_
2 FT FREEBOARD
3" GUNITE, 6"X 6"
W 1.4 / 1.4 WWM
30" CIPCP
SLOB
PLAIN
EXIST GROUND
® C.L. PIPE
2315
_
CD _
Lv
N>
N
+
O
•in
< N
N
CONST. 21.64 L.F.
18 RCP (D=2000)
1#00
LINE B6
SEE SHEET 5 FOR PLAN VIEW
2.0 FT. MIN.
PER PLANS
19 4i/N.
_
CC
_
C
_
C
E=
C
_
_
1 Q
I-
CONST. 28.12 L.F
1 - (i_ •.•
1#00
LINE B7
SEE SHEET 5 FOR PLAN VIEW
GRATE ASSEMBLY DETAIL
1/2" X 2" STEEL STRAP
WITH 3/8" BOLT
RISER SHALL BE 36" C.S.P., 14 GAUGE MINIMUM
OR AN ALTERNATIVE APPROVED BY CITY ENGINEER
1/2" X 12" MAX. SLOT OR 1/2" TO 1-1/2" DIA.
HOLES, 10"-12" ON CENTER AND STAGG RED
8" MIN TO 12" MAX
SET TEE SECTION IN WET CONCRETE
FOOTING AND TROWEL INSIDE TO DRAIN.
ANCHOR BLOCK MIN 5 SACK/CY CONCRETE
OR METHOD APPROVED BY CITY ENGINEER
DRAIN PIPE AND RISER
= C
==
C
l==
C
C
= =
_
= =
SECTION A -A
_
m
EXIST GROUND
C.L. PIPE
330
C
EC
CONST. 21.82 L.F
18" RCP (D=2000
1#00
LINE B8
C
_
CC
C- ---_-
--- -- ----
C
=E�
C
_
_
_
_
C
SEE SHEET 6 FOR PLAN VIEW
5" DIA. ORIFICE (1 EACH) -\
SD PIPE
INSTALL 60" HIGH
GALVANIZED CHAIN LINK
FENCE WITH GALVANIZED
REINFORCED POSTS PER
R. C. F. C & W.C.D. STD.
DWG. M801
CHAIN LINK FENCE TO BE
CONSTRUCTRED PER
R. C. F. C. & W.C.D. STD.
DWG. NO. M801. SEE
DETAIL ON THIS SHEET
DIA. PER
PLAN
SLOPE
~PER PLAN
C
EXIST GROUND
C.L. PIPE
CONST. 26.54 L.F
18" RCP (0=2000)!
1#00
LINE B9
SEE SHEET 6 FOR PLAN VIEW
36" C.S.P. RISER
co
2305.0
2302.0
G2299.0
42296.0
EXISITNG 18" RCP
-
''enI '®i tom' I Il ism! A -M
C. SCE==C Camp
=E =1=1====MEEMEM
E
MteEIE_
-CCCC
=C
_
_
= C
_
= M.=
_
mmmiEwm
---
-
= =
_ =--MMMMMMM
= =
_
C
-C
_
_
PROFILE SCALE.
HORIZ.. 1 "=40'
VERT:: 1 "=4'
GRATE ASSEMBLY DETAIL
MIN " 1/2" X 2" STEEL STRAP
WITH 3/8" BOLT
TOP l�/EW
EXISTING RISER SHALL BE
36" DIA. C.S.P., 14 GAUGE
MINIMUM OR AN APPROVED
ALTERNATIVE
2295.5
SET TEE SECTION IN
WET CONCRETE FOOTING
/'/AND TROWEL INSIDE TO DRAIN. '7 "?
CHAIN LINK FENCE TO
BE CONSTRUCTED PER
R. C. F. C. & W.C.D. STD.
DWG. NO. M801.
MATCH EXISTING GRADE
0.590 MIN
%: _ 2"
\\/\/
ANCHOR BLOCK MIN. 5 SACK/CY CONCRETE
OR METHOD APPROVED BY CITY OF BEAUMONT
DETENTION BASIN RISER DETAIL (EXISTING)
/V. TS.
CONTRACTOR TO INSPECT AND RECONDITION EXISTING RISER
CONTRACTOR TO CONSTRUCT CHAIN LINK FENCING PER DETAIL THIS SHEET MAINTAINED BY H.O.A.
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27"39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
VAD
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
(:::!iii) Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
10/19/17
NED J. ARAUJO
R.C.E. 57835
DATE
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1"=40'
DATE:
01/20/17
JOB NUMBER:
2042495810
Reviewed By: Date:
Staff Engineer
Recommended for Approval By: Date:
Administrative Engineer
Approved By: Date:
Director of Public Works
City of Beaumont, Public Works Department
Engineering Division
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B4B9
DETAILS
FOR:
RSI COMMUNITIES, LLC
SHEET
10 OF 13 SHEETS
DRAWING NAME:
FILE NO.:
DWG: V;\2042\active\2042495810\drawing\Sheet_Files\495810C-2025SD,dwg
==
Qfoo= 14.5 CFS
QvLo= 11.6 CFS Q0oo= 12.7 CFS
Qfoo= 7.8 CFS
0100= 9.4 CFS
0 oo= 6.4 CFS Owe= 7.1 CFS
Qfoo= 8.3 CFS
0foo= 6.2 CFS
-
-
_
VmAx= 4.6 FPS
Vukr=
11.0 FPS
V, =
7.2 FPS
V, =
129 FPS
V, = 5.3
FPS
Kw- 11.9 FPS
K
KwAx=
11.9 FPS
�
V, x=
5.8 FPS
KwA =
9.7 FPS
Li-)
Ll
1--
(r) -
^
----
CO
II
II
C==
II
O
II
-
__-
I
II
p^
__
d
Q
d
----
II
h
I
---
IN �-
�-
�----
Q
O
h
Ci
Q
Ci
��
h
C14 i
Q
O
O
h
CV
--
Q
Ci
��---
0 .
CO
CO
rN
CO
=
C)
h
C)
C)
O
m
m
_-=
Z
Q
Z
Z
--
=
C
Z
Q
..
1 -
Q,
Qj
p -
----M II
-_-
V
'4-
=
N
N
N
O
C'
V
�__
C.)
O
C)
N
p
_
C-
N
O
N
V
N-
===®
\
\
/
C)
Z
o
_
''
�'
Z
o
o
t
=
—
`v
N
__
N
----
EXIST.
GROUND
l
;
r
EXIST.
GROUND
---/--
___
�—
�-
Q
h
___-
rn
®
C.L.
PIPE
/
i
I
@
C.L.
PIPE
---_
oo
�-
2360
a
2365
=
=
390
2405
0 _
=
2415
=_=
2430
'I
■
■
____—
=__=
EXIST.
GROUND
/
@
C.L.
PIPE
l
� �■M
M
®
FINISHED
SURFACE
FINISHED
SURFACE
@ C.L.
PIPE
�_
FINISHED
SURFACE
/ -_
@ C.L.
PIPE-
FINISHED
SURFACE
FINISHED
SURFACE
-
_
F/NISHED
SURFACE
@
C.L.
PIPE
@ C.L. PIPE
0 C.L.
PIPE
0 C.L.
PIPE
■
C
_�_
_�_
===-c
____
-
I
--
-
-
-_-
_f
-
HGL
100
HGL
100
_
-
-
-
---
-----
'
__=
100
HGL
100
=
-
1f
' '
1 '
,-
__
-
-
WSE=
2407.89
_
--HGL
=
`
_
_
WSE=
2352.3
v HGL
100
=
-
4 HGL
100
100
�
/
_�___
HGL
100
IMMM
WSE=
2356.6
HGL
10/
vHGL
��-
I
- WSE=
2381.2
=
-�
�`
-
2 5�
,
,,�
'�_
--
2395
WSE=
2396.0
"05
--
-
-
WSE=
2421.0
.�C
^�
HGL
100
=_
•
15=0.0856 _____
EMmE
0,0
HGL
100
S=O.
1135
/
S=0.0530
=
p.
/
I
S=0.0660
j
-
=
5=0.0960
HGL
100 - -
---
----=
=
=Min
S=0.0189
/
/
_iEmmy
EXIST.
GROUND
4 =
S=0.2397
-
-
-
/
_�--
0 C.L.
PIPE
_
/
===
I
5=0.1059-
-
/N_EXIST.
GROUND
111111
PIPE
' P/PF
IN PIPE
I
0 C.L. PIPE
_
—
___
Bpi=
___�
__
_
�:
TOP
QL
m
= z
_
2345
o
�
2370_
2385
/
=
o
o
2410
_I.2340
en
l
W
��
l
�—
_
W
�O
'3(
=
W
W
=
�_�_
—
_�
;
----
347.43 INV.
TA. 1 f -0Z1 i
\13
i2.85 /NV.
L
X4.20 INV.
BEGIN Pi
7 BEGIN P
END PIP
RFC/N
W
-
—
.
r
Z
��_
"�
+
N
__
=
3 O
O
_
_=
O
CL
O
O
,--...C)
,
.�
=
m
W
W
___=
W
m
W
o
__
=
=�_
_=
Qt)
iN
r��
QN
--
—
o.
Fro)>Q�
=
___—
Z
��
—�_
__
0�
��
--- 74:).
�
-_
nip
oi�
Z
t16
Z
06 �Z
LC-
�d:Z
��
N-
N
N
N
Oir)
O
O
N
,
=
_
I
___
��
---
/
O
O
O
O
y
O
Qp
----
I
y
h
__=
N
y
—
--- rn
y
d
/
- �' •
N
N
=
__
�_
__=
co
of
/��
•
•Q
^
•Q
.\1
--�
C
I
I�
�
co
N Q
(
co
'�
Q
I�
<1====
/
EXIST. GROUND
=_
vj
(j _
N
N
N �j
N
N
N
co
N —�
r
N
N
�
_
=CC
dam^,
(j
c
0 C.L.
PIPE
N
---
cj
N
N
N
_�—
'
I PROFILE
SCALE:
CONST. 5.31
L.F.
CONST.
25.47 L.F.
_�
CONST. 26.97 L.F.
CONST. 4.13
L.F.
=
CONST. 23.72 L.F.
_��
CONST. 12.84 L.F.
CONST.
15.13 L.F.
HORI
"
=
_
'�
1 18 RCP (0=2000)
18"
RCP
(D=2000)
—_ 18" 18"
RCP (D=2000)
18" RCP
(D=2000)
=
18" RCP
(D=2000)
18" RCP (D=2000)
VERT: 1"=4'
--
RCP (D=2000,
=
e=
_
1+00
CONST. 25.12 L.F.
1+00
1#00 1#00
_
CONST. 17.09 L.F.
1+00 1#00
LINE
SEE SHEET 6 FOR
_ _
B10
PLAN VIEW
18" RCP (0=2000)
LINE
B it
SHEET 6 FOR PLAN VIEW
LINE B13 LINE
SEE SHEET 7 FOR PLAN VIEW SEE SHEET 7 FOR
B14
PLAN
18" RCP (D=2000)
VIEW
LINE B15 LINE
SEE SHEET 7 FOR PLAN VIEW SEE SHEET 8 FOR
B16
PLAN VIEW
I
►B
V �/
15„
MANHLE COVER SEE STD. CB103
I
I
c.�,t 4
1-5/8"
1 r
J
o . I
°i
.- -.
3/16" PREMOLDED
OPENING
-
r
i
G�
1-3/16"
1 5/8"
JOINT MATERIAL OR
I
I
1/8" SAWED JOINT
�___
°
a
„ a3 5/8„
A
A
x
W
I
I
d
A
Xd
m
A
4X
/ PER
e'6
"�
WEEP HOLES
---
WELDED WIRE MESH
I
�
�,.
I
i ---
- OPENING
3" CL. TYPICAL
,, d
,'v
o
�� e
I 3'
i
TYPICAL LONGITUDINAL CONSTRUCTION
JO/NT WEAKENED
PLANE JOINT
kj
i-'
I
-
._
DETAIL "X"
DETAIL
"Y"
E111 )
fi
-I
�o
I
I
SECT/ON B -B
I
PLAN
��
��o0
19'
•
2312.0
\MANHLE COVER SEE STD. CB103 h
.�
AF4)'o
3'
23°9.° O.5'
3'
12' 3' 0.5'
��� 21
'
1 "
r
��
4'' CONCRETE W/6'X6
o
3 31
W 1.4xW 1.4 W. W.M.
.�
-oF �, MAX
l
0.5'
;6» , LONGITUDINAL CONSTRUCTION
'X',
6'�-
�
JOINT PER DETAIL HEREON
1 � y*
3 �'
1q 3:1
-
//
3 ,--,�
15' MIN
6.,v
�a
0.75'
p N
a i7
k
AS_Bul
STEPS -SEE
STEPS-SEE
` o
"
259 AND
12 -
N
JS #6
RCP
-
9" THICK CUTOFF WALL
=0.0050
5,
NOTE 5
GRAVEL
WALL AT THE DOWNSTREAM
-Ln
END OF CHANNEL
3 2'0 9" O.C�
20.96'
WEEP HOLES
FILTER FABRIC
0.75'
_ y
O�
(MIRAF/ FM700 OR
8.30'
29.67'
10'
10'
20.34'
3'
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
_
EQUIVALENT)
CONCRETE SPILL WA Y
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
SECTION A A
58 N
SECTION B -B' SPILLWAY NOTE.
APPROVAL OR DURING CONSTRUCTION, THE
WEAKENED PLANE JOINTS SHALL BE PLACED
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
CATCH BASIN
EVERY 12' TO 15' PER DETAIL 'Y' HEREON.
SCALE. 1" = 10'
REVISING THE PLANS FOR APPROVAL BY THE CITY.
0 N.T.S.
...
Know what
Call
®
'
' s b@IOW.
before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".
"
BEARING: N 27°39'52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
ADDED CUTOFF WALL TO SPILLWAY
(ilSta ntec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
STP
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
11 OF 13 SHEETS
ADDED PCC JOINT DETAILS "X" & "Y"
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B10, B11 B13 B16
DETAILS
Q�OFESSIQNq
DRAWN BY:
CO
Staff Engineer
Recommended for Approval By: Date:
w
O A
��a J R�G�
4,/ o
No. 57835
J�9 CIVIL Q
%
CHECKED BY:
VAD
Administrative Engineer
Approved By: Date:
SCALE:
1 =40
11/28/17
DRAWING NAME:
Director of Public Works
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
Cit of Beaumont, Public Works De artment
Y P
Engineering Division
OF CP`\
FILE NO.:
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES, LLC
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2026SD,dwg E
0. CU
Plotted: Nov 28, 2017 -
•5 • d
5 •
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
Know what's below.
Cali before you dig.
085
oE
GyPC& ,
24" RCP (D=2000) 9,,
ON : 1;53.40
/+ 18 CP (D=2000)
CONST. 16.83 L.Fl+l2, fOO
24 " RCP (D=2000)
PROPOSED UTi
EASEMENT PER
SEPERAh INSTR
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 2739'52" E
ENT
10 sao
LINE B12
ROPOSED UTILITY EASEMENT PER SEPERATE INSTRUMENT
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE /826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
.CONS 229.82 L. F
7. '"I? 1�....(- ddd)
4+00
5+00
8+00
II
o
7f09.43 PCC'..
7f27.23 EC
CONST. 225.71 LJ
126
6+ 14.85 BC
`' 6+66.32
125
pCC
12+07.28
CB 152. 21.00
V-5 3g
Ira
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
•
7+00
2405
=8.6CFS
Ja 4 FPS
t
0 RN/5'HED S fRFACE---.
I"/P'
380
25 �,. ..r,...,_,.. 1
•
•
.CONST' 32+18 L.F.
18".RCP (D;=2000)
moo
LINE B12b
CONSTRUCTION N '1
y HGL 100
WSE, 2432.43
moo
L/NE B17
SEE SHEET 8 FOR PLAN YAW
�1 CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
0 CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
@ CONSTRUCT MANHOLE NO. 1 PER RC.F.C. & W.C.D. STD. DWG. NO. MH251 @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R. C.F. G & W.C.D. STD. OWC. NO. JS227 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERS/DE STD. NO. 300 (W & V PER PLAN) 20 CONSTRUCT CONCRETE DROP INLET PER R. C.F.C. & W.C.D. STD. DWG. NO. C5110 MODIFIED PER DETAIL ON SHEET 11
@ CONSTRUCT SPECIAL CONNECT/ON TO CATCH BASIN PER R.C.F. C. & W.C.D. STD. DWG. NO. C5109
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
®A
N21'33'41 "E
---
33.83'
---
NO2'55'39 "W
---
89.22'
---
0C
22'06'14"
45.00'
17.36'
8.79'
N19'10741-
---
289.01 '
-
N64'10'J4 "E
---
34.65'
---
F
90'00'00"
22.50'
35.34'
22.50'
G
N70.49 26''W
---
52.43'
---
H
09'38'15"
306.00'
51.47'
25.80'
O
01'37143"
1616.00'
43.11'
21.56'
,
4520'03"
22.50'
17.80'
9.40'
0 N52'401341-
---
25.56'
-
BY MARK
DESCRIPTION
APPR. DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
08/21/17
DATE
SEAL
DESIGN BY:
STP
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1"=40'
DATE:
01/20/17
Reviewed By:
{
•
0 PROFILE SCALE:
HORIZ: 1"=40'
VERT: 1"=4'
AS BUILT
40' 0 40' 80' 120'
SCALE: 1"=40'
Staff Engineer
Recommended for Approval By: / .O
Administrative '.Engineer
Approved By:
Director of Public Works
Date: `';i'C(
Date: Ct•III •(t
Dote: 1'21" 11
CITY OF BEAUMONT, CALIFORNIA
JOB NUMBER:
2042495810
City of Beaumont, Public Works Department
Engineering Division
STORM DRAIN IMPROVEMENT PLAN
TRACT / NO. 27971
STA: 1-## cq 7+5279
STA: 1+Cf70 �'T, 1+34.65
STA: 1 f4 O S 1(33.27
SHEET
12 OF 13 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES, LLC
FILE NO.:
DWG' V \2042\active\2042495810\drawing\sheet_flles\495810C-2027SD dwg c
L
E
a
as
Plotted' Aug 21, 2017 - L46pM
It
2450
2440
w,i 384 .4✓.4444,43+uro.
COy S7RUCTIONN0TL5)'
t�
tO
24.36..0&
LONER
CIPCP
1+00
Q CONSTRUCT 30" STORM DRAIN (SEE PROFILE FOR MATERIAL) * 63 CONSTRUCT TYPE X CATCH BASIN PER R C.FC. & W.C.D. STD. DWG. NO. CB108 *CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
0 N76'46'34 "E
---
274.00'
---
AS-BOIL T
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
..75 CPS:
;a= Si FPS
F1NISHE1 S&RFACE
I C,.. POPE
y � n
y,Fvia,mduiwrn
F
CLIN. T. 271..55 L.F 30!" apc
. r
anrvmwwemmero'nv'wwarmr,,,nx.cc+<w,uncu.wxw✓+nwr+uw<xaav a. _ 2+00
LINE B19
LINE B18
SEE SHEET 8 FOR PROFILE
II Ill /: !
PARC“
C MME CAL
AN -O-
U :
SEDIMENT BASIN PER
ROUGH GRADING PLAN
NE B
SEE SHEET 8 FOR PROFILE
/TRACT
/BOUNDARY .. ;,
1,
fl.f f l' +f l lj'�f TfF #
TOE OF
SLOPE
3+00
DEDICATEI7`TO of -f.
'
BEA•UMatir FOR! PUBLIC 'k1.4
AND DRAINAGE PUIIPOS qS
12440
N
4444.
5. L 4
5 4
+ C 4 Y
na. n... y<. .
4+00
5+00
3+74.
2448 07
24 .1
40'
40'
80'
120'
SCALE: 1 "=40'
1 ., ,/ 9R'_.,.+,1 ... ,let... 5 , .......,.- A
RCB OR R
PLAN
L BOLT GRATE LOCK SEE
DETAIL "A" F BOLT
FLUSH WITH( TOPOF GRATE)
6" (150 I,
SLOP
SECTION A
C. STORM DRAIN
SEE N//2OTE ((2
9 O
CAST IRON GRATE SUCH (AS "QUIKSET" SERIES N4TH
NO. WV -16, BROOKS PRODUCTS INC. NO. 3 -TG,
OR AGENCY APPROVED EQUAL
SLOPE
OP
6" (150 mm) CONC PIPE
A
`SECTION B
E NOTE 2
PIPE SLOT,
SEE NOTE 3
2" (50 mm)
(2-�13M) x 20" (500 mm) LONG
450-0-2000 (265--C-14) CONCRETE COLLAR
#BAR CONNECTION SEE RCFC STCI DRAWING /IS229
RCEI
RCP
1/4-20 UNC-2A
(M6 x I)
DETAIL OF L BOLT
1 4" (M6) 0 STAINLESS STEEL
L BOLTS, SEE DETAIL
1/4" (K46) STD. STAINLESS STEEL
DETAIL "A"
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
KO= WOWS STANDAROS R4C.
GREENOCK COMIA11112
1084
REV. 1 OH, soot
YARD INLET
DESIGN BY:
STP
25 STANDARD PLAN
350-2
PROFILE SCALE:
HORIZ 1"=40'
NOTES
1. CONNECTOR PIPE
LOCATE PIPE AS INDICATED ON SHEET 1.
2, CONCRETE
FLOOR OF BASIN SHALL SLOPE FROM ALL WALLS TO THE OUTLET
AND SHALL BE GIVEN A STEEL TROWELED SURFACE FINISH,
3" (75 mm) THICK CONCRETE ENCASEMENT SHALL BE USED IN LIEU OF 6* (150 mm) THICK CONCRETE ENCASEMENT WHEN REQUIRED BY SPPWC 332 OR 334.
3. GENERAL
GRATING AND BASIN ARE NOT DESIGNED FOR VEHICULAR TRAFFIC AND SHALL NOT BE USED IN LOCATIONS WHERE SUCH TRAFFIC WILL OCCUR.
EMBED UTILITY BOX 1/2" (15 mm) INTO CONCRETE COLLAR. SEAL PIPE
SLOTS IN UTILITY BOX WALLS WITH CONCRETE,
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
YARD INLET
STANDARD PLAN
350-2
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES liESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET VEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE /826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
DIV: 2448.129
Stantec
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED J. ARAUJO
R.C.E. 57835
08/207
DATE
SEAL
DRAWN BY:
CO
CHECKED BY:
VAD
SCALE:
1"=40'
DATE:
01/20/17
Reviewed By:A _C.
Recommended
Approved By:
Staff Engineer
for Approval By:A.CCC
AdministraliA Engineer
Director of Public Works
JOB NUMBER:
204249581 0
City of Beaumont, Public Works Department
Engineering Division
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE B19
srk 1+02.95 TO STA: 3+74.50
SHEET
13 OF 13 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES, LLC
DWG. V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2028SD dwg 3+38pn By' talrigren
Plotted' Aug 21, 2017
GENERAL NOTES
)4 0 B AUMO CALI OR IA 1. THE CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE DRAWINGS IN
CONFORMANCE WITH THE SSPWC 'LATEST EDITION' AND THE REQUIREMENTS OF THE RIVERSIDE COUNTY i';
°'3, CALIMESA
I
FLOOD CONTROL AND WATER CONSERVATION DISTRICT DESIGN MANUAL STANDARD DRAWINGS, RECENT
6. EDITION, AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT ..
n. • , Bt
■
2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND
PUBLIC S ORM MI IMPROV M PLA
k
. •• -
• e
e
•
SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS.
Palm-
�.
��
',
".
;,
Desert •�� lal Gardens
14 J
SITE LOCATION
h
'
'�_
CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT. CONTACT (951) 769-8520.
Champions Drive TFR
�'TF
D
THE CITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. 27971
RAC 3
l
OAK VALLEY
a��
,�
4. \
tIAK VALLEY PARK AY
ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. (<4'
(,e'
OAK VALLEY PARKWAY
i
FOR PIPE TO THE
5 LATERALS AND CONNECTOR REFER CENTERLINE -CENTERLINE -INTERSECTION u1i������V�_
STATIONSTATIONING
LI A
A-
Pl
\
�1:J11A'11�
.�
■■■■■■■■���■■■
6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT AT 811. ■■■■■li■■ru■■l
\l�
MDREND VALLEY
FRWY 60
\-
�.
`■■■■,��,;,■■■
4.u;��,�
"�/�,,�1ji�
ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.
7 a���`�'♦�r��♦��■„�
�������'r-'
INT RST TE 10
�.��1111111i1
8. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. e
VICINITY MAP
—
9. 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.
N.T.S. �
PORTIONS OF THOMAS BROS. PGS;
NOTE:
689, 690, 719 AND 720 TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL 10. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) 2002 EDITION CONSTRUCTION NOTES & QUANTITYEST/MA ESTIMATE SOIL COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE UNLESS OTHERWISE NOTED.
NO. DESCRIPTION QUANTITY UNIT
PUBLIC WORK DEPARTMENT.
71, PIPE BEDDING SHALL CONFORM TO R. C. F. C. & W.C.D. STD. DWG. M 815 LEGEND
O
CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
1850
L.F.
1,640 L.F.
12. 'V" IS THE DEPTH OF INLET AT THE CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO THE O
CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
1,496
L.F.
850 L.F. NOTE: INVERT OF CONNECTOR PIPE.
CIPCP CAST IN PLACE CONCRETE PIPE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
O3
CONSTRUCT 30" STORM DRAIN (SEE PROFILE FOR MATER/AL)
1,806
L.F.
THE DEVELOPER SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING, BACKFILLING, AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS AND 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE
RECONSTRUCTED IN KIND PER LATEST COUNTY STANDARD AND AT THE SAME ELEVATION AND LOCATION
HGL HYDRAULIC GRADE LINE
04 CONSTRUCT 36" STORM DRAIN (SEE PROFILE FOR MATERIAL) 1,087
L.F.
ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORKS WERE DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE SUBMITTED AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY, 0.10' MIN. FOR FULL LANE WIDTH IS REQUIRED.
TOP TOP OF PIPE
BOP BOTTOM OF PIPE
O5
CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATER/AL)
1,294
L.F.
AFTER EACH UTILITY TRENCH IS COMPLETED AND CERTIFIED. COMPACTION REPORT MUST BE SUBMITTED TO THE DEPT OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE 14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS
SD STORM DRAIN
06 CONSTRUCT 48" STORM DRAIN (SEE PROFILE FOR MATER/AL) 1,161
L.F.
AGGREGATE BASE MATERIALS ARE PLACED ONSITE. OTHERWISE NOTED.
INV INVERT
O7
CONSTRUCT 54" STORM DRAIN (SEE PROFILE FOR MATER/AL)
1,041
L.F.
CAST -IN -PLACE CONCRETE PIPE REQUIREMENTS 15. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF
PROP PROPOSED
WORK.
EXIST EXISTING
0 CONSTRUCT 60" STORM DRAIN (SEE PROFILE FOR MATER/AL)
130
L.F.
1. FOR QUALITY CONTROL DURING PLACEMENT, DEVELOPER/CONTRACTOR SHALL EMPLOY AN 16. THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION
C/L CENTERLINE
TC TOP OF CURB
O9
CONSTRUCT 66" STORM DRAIN (SEE PROFILE FOR MATER/AL)
---
L.F.
EXPERIENCED R.C.E. OR TECHNICIAN HAVING SUITABLE C.I.P. C. P. EXPERIENCE. R.C.E TO SUBMIT REPORT TO THE CITY AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT
STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT
FL FLOWLINE
@
CONSTRUCT 72" STORM DRAIN(SEE PROFILE FOR MATERIAL)
355
L.F. ALL
TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS
2. THE CONTRACTOR SHALL CONTROL CONCRETE BY MEANS OF 6" X 12" TEST CYLINDERS A AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL
FS FINISHED SURFACE
CB CATCH BASIN
@
CONSTRUCT MANHOLE NO. 1 PER R. C.F. C. & W. C.D. STD. DWG. NO. MH251 17 EA.
MINIMUM OF 1 SET OF FOUR CYLINDERS PER 100 C.Y. AND NOT LESS THAN TWO SETS OF 14 EA. CYLINDERS PER EACH DAY'S POUR. PAVED AREAS.
PRC POINT OF REVERSE CURVE
PCC POINT OF COMPOUND CURVE
@
CONSTRUCT MANHOLE NO. 2 PER R. C. F. C. & W.C.D. STD. DWG. NO. MH252 9 EA.
3. THE SUPPLYING BATCH PLANT SHALL BE INSPECTED BY THE CITY OF BEAUMONT INSPECTOR 77. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
TOS TOE OF SLOPE
CI
CONSTRUCT MANHOLE NO. 4 PER R.C.F. C. & W.C.D. STD. DWG. NO. MH254 5 EA
AT THE START OF CONSTRUCTION AND NOT LESS THAN ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS, BATCH WEIGHTS AND OTHER CONCRETE CONTROL MEASURES. ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD
SC SOIL CEMENT
15 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R. C.F. C. & W.C.D. STD. DWG. NO. 15227 4 EA.
5 EA. 4. OWNER, CITY OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL
4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX SACKS OF PORTLAND CEMENT PER C.Y. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
SHEET INDEX
IED
CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS229 -
EA.
5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL BY THE CITY EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER.
1 TITLE SHEET
@
CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R. C.F. C. & W. C.D. STD. DWG. NO. TS3O3 1 EA.
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
78. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS 2 INDEX SHEET - DETAIL SHEET
3 LINE A PLAN & PROFILE- STA. BEGINNING TO STA. 12+50.00 18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 41 EA.
6. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2-1/2" 1-1/2" MIN. TO 2-1/2" MAX. 35 EA. OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE
7. REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE ORDER.
LINE AO PLAN & PROFILE- STA. 1+00.00 TO STA. 8+82.22
21 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W C.D. STD. DWG. NO. M8O3 14 EA.
3 THE CONTRACTOR SHALL ALLOW THE CITY INSPECTOR INTO PIPE WHILE UNDER 12 EA. "ROD"
4 LINE A PLAN & PROFILE- STA. 12+50.00 TO STA. 19+50.00, LINE A2 -A5 CONSTRUCTION AND FOR WALL THICKNESS AT A MIN. OF 25 C. Y. OF THE POUR.
19. ALL ELEVATIONS SHOWN ARE TO THE INVERTS OF PIPE, EXCEPT WHERE OTHERWISE NOTED. 5 LINE A PLAN & PROFILE- STA. 19+50.00 TO STA. 27+00.00, LINE A6, A7 & A9 CI
CONSTRUCT HEADWALL PER CAL TRANS STANDARD PLAN NO. 089
1 EA.
8. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY, THE CONTRACTOR 20. AT THE DISCRETION OF THE ENGINEER AND THE CITY OF BEAUMONT, THE CONTRACTOR MAY BE REQUIRED 6 LINE A PLAN & PROFILE- STA. 27+00.00 TO STA. 34+OO.OO SHALL LINE A 10 PLAN & PROFILE- STA. 1+00.00 TO STA. 3+36.05, LINE A 1Oa & A lOb 52 CONSTRUCT HEADWALL PER CAL TRANS STANDARD PLAN NO. D9O AND LAYOUT DETAIL ON SHEET 10 1 £4.
INSTALL /4 DOWELS, 24" LONG, 12" INTO THE LAST POUR AT 12" CENTERS AROUND TO VERIFY, BY POT HOLING, THE LOCATION OF POTENTIALLY AFFECTED UTILITIES.
THE CIRCUMFERENCE OF CAST -IN -PLACE -PIPE.
7 LINE A PLAN & PROFILE- STA. 34+00.00 TO STA. 43+00.00 5@
CONSTRUCT CHAIN LINK RAILING PER CAL TRANS STANDARD PLAN NO. B11-7 50 L.F.
21. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE.
9. FOR DESIGN VELOCITIES GREATER THAN 10 FPS AND LESS THAN 20 FPS, INVERT THICKNESS LINE A 12 PLAN & PROFILE- STA. 1 +00.00 TO STA. 2+08.09 LINE All 8 LINE A PLAN & PROFILE- STA. 43+00.00 TO STA. 48+57.99, LINE A13 -A16 59 CONSTRUCT RIPRAP WITH FILTER BLANKET (MIRAFI 700 X OR APPROVED EQUAL) AS SHOWN ON PLAN 845
CY
SHALL BE INCREASED BY 2" OVER THE LOWER 140' OF THE PIPE. FOR DESIGN VELOCITIES 22. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT LESS THAN GREATER THAN 20 FPS, INVERT THICKNESS SHALL BE INCREASED BY 4" OVER THE LOWER 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATER/AL IS PLACED UNDER EXISTING PAVED 9 LINE A8 PLAN & PROFILE- STA. 1+00.00 TO STA. 10+49.19, LINE ABa & A8b 10 LATERAL PROFILES & DETAILS, LINE A8c-A8i, LINE A 18
@
CONSTRUCT BIFURCATION STRUCTURE (MANHOLE NO. 2 PER R. C.F. C. & WCD.
STD DWG NO. MH252 MODIFIED PER DETAIL ON SHEET 10)
1 EA.
140' OF THE PIPE. NO C.I.P.C.P. IS ALLOWED WHEN VELOCITIES EXCEED 30 FPS. THE ROADWAYS. THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c = 5000 psi. PERCENT RELATIVE COMPACTION. 11 LINE Al PLAN & PROFILE- STA. 1+00.00 TO STA. 8+00.00 CI
CONSTRUCT CURB OUTLET PER COUNTY OF RIVERSIDE STD. NO. 308 AS SHOWN ON PLAN 1 EA.
10. CONTRACTOR SHALL SUPPLY STRUCTURAL CALCULATIONS TO THE CITY ENGINEER PRIOR TO 23. ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS SHALL BE TIED OUT PRIOR INSTALLATION OF C.1. P. C. P. TO CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION.
LINE Ala PLAN & PROFILE— STA. 1+00.00 TO STA. 2+62.65
12 N � ' : P: OF E- S :. 0� 0� T� STA. 15+50.00, LINE A 1 c —Ale CI
CONSTRUCT SPECIAL CONNEC7ON TO CATCH BASIN PER R.C.F. C. & W C.D. STD. DWG. NO. CB1O9 19 EA.
17 EA
24. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE LINE 1r PLAN STA. 1+00.00 TO STA. 1+82.66 3
6 CONSTRUCT CAL TRANS TEMPORARY PIPE BULKHEAD DD -33 PER DETAIL ON SHEET 14 2 EA.
DIRECTOR OF PUBLIC WORKS, CITY OF BEAUMONT FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE 13 LINE Al PLAN & PROFILE- STA. 15+50.00 TO STA. 22+75.00 64 C
CONSTRUCT 12" RCP (SEE PROFILE FOR D LOAD)
10 L.F.
DECLARATION OF ENGINEER OF RECORD: RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING
THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY LINE Al h PLAN & PROFILE- STA. 1+00.00 TO STA. 1+77.90, LINE Alf & Al hl 14 LINE Al PLAN & PROFILE- STA. 22+75.00 TO STA. 29+06.21, LINE Al g, Ali & Al j * CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 15 LINE A 1 b PLAN & PROFILE— STA. 1+00.00 TO STA. 3+56.59 CONSTRUCTION ( GREENBOOK) LINE Al b 1 PLAN & PROFILE— STA. 1+00.00 TO STA. 2+81.86, LINE Al b 1 a & Al b 1 b ** RCP AND CIPCP MAY BE SUBSTITUTED BY CITY OF BEAUMONT, ENGINEERING DEPARTMENT APPROVED EQUAL. l 7R-Q-1
16 LINE 1 r PROFILE- STA. 1+00.00 TO STA. 1+28.66
LINE A 10 PLAN & PROFILE- STA. 1 +00.00 TO STA. 2+83.91 3 LINE Al Or, A lOrl PLAN & PROFILE
I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN THE BE REQUIRED.
IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A REVIEW FOR THE 26. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET, LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, STORM DRAINS.
PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW
PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF 27 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN DURING NOTE:
CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS
MY DESIGN RESPONSIBILITY SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL APPLICANT/SUBDIVIDER 24 HOUR EMERGENCY CONTACT
AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.
THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED (CITY OF BEAUMONT MUST BE NOTIFIED OF CHANGES IN NAME, PLANS TO CONFORM WITH THE CURRENT STANDARDS AND TO POST A
RSI NEWPORT CENTER DRIVE COMMUNITIES, ADDRESS OR TELEPHONE NUMBER) NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS 620 NEWPORT
12TH FLOOR AFTER PLANS WERE APPROVED
NEWPORT BEACH, CALIFORNIA 92660 SITE SUPERINTENDENT - MIKE TURNER
CATCH BASIN INSERTS W/ FILTER TO BE INSTALLED AT ALL CATCH BAS/NS (949)720-1116 LB/L - SUNCAL HEARTLAND, LLC AS DIRECTED BY CITY OF BEAUMONT 1250 CORONA POINT COURT/SUITE 210
CORONA, CALIFORNIA 92879
BEAUMONT, ITS OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING 28. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS DISCHARGE ELIMINATION SYSTEM (NPDES) PERM/T. OWNER/DEVELOPERS ARE REQUIRED TO FILE A EMPLOYEES, HIS AGENTS OR HIS CONSULTANTS. NOTICE OF INTENT (NOl) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R. C. F. C. & W.C.D.
29. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH 7 AUG 2020
OFFICE: (951) 271-3807 FAX: (951) 271-3857
ADEQUATE CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND DIRT, OIL, AND GREASE, TO PREVENT 24 HOUR EMERGENCY CONTACT (951) 818-9130
POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT NED J. ARAUJO RCE 57835 DATE PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORM WATER AS WELL AS BEST
MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
30. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
AS BUI T
DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY.
NOTE: APPROVAL OF THESE PLANS APPLY ONLY PROFILES CONTAIN CALL -OUTS AND REFERENCE TO INTERSECTING STORM DRAIN LINES.
WITHIN THE JURISDICTION OF THE CITY OF BEAUMONT 31. STORM DRAIN INTERSECTIONS OF THESE JUNCTIONS ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS TO OBTAIN
INVERT ELEVATIONS FROM THE RESPECTIVE PROFILE OF THE INTERSECTING PIPE.
REVISING THE PLANS FOR APPROVAL BY THE CITY.
811 o
A /
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION: CENETERLINE
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT—OF—WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
TDA
A
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
17.;
8/27/20
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
,
�+
OF 1 v SHEETS
Staff Engineer
Recommended for Approval B • Date:
STA, & PIPE LENGTHS
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
TITLE SHEET
STORM DRAIN LINE A
;;
Q�OFESSIOyq
7 .. ) A,R�
J
G
z a
No. 57835
CIVIL Q,
qp
DRAWN BY:
CO/MS
VAD
AS -BUILT
CHECKED BY:
STP
Approved By:
y
Administ
e Engineer
09/04/202
Date:
TDA
A
UPDATED SD PER VALUE ENGINEERING ANALYSIS
8/27/20
SCALE:
N.T.S.
rector of Public Works
7 AUG 2020
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
9 9
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
OF CAD' '
FILE
NO.:
NED J. ARAUJO DATE
R.C.E. 57835
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
FOR RSI COMMUNITIES -CALIFORNIA, LLC
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2001SD DWG 0,
i
CD
E
O
5,
w
O
QN
CO
CU
CU
CO
al
a
O
N'LY
R/W
60'
S'LY
R/W
32'
5' 4' 7' 6'
28'
6' 9' 7'
HEARTLAND PARKWAY NORTH
60' SECTION
STA. 10+00.00 TO 25+42.88
N.T.S.
SAN 774107E0 CREEK
Oo= 2.2 CFS
Ooo= 4.1 CFS
Ooo IN= 3.7 CFS
COOPERS CREEK
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
Know what's below.
Call before you dig.
OPEN SPACE
•
•
•
z _HEET 3 _ •
410
-E
OPEN SPACE
R/W 66' R/W
33'
11'
6'
2%
22'
O
3' MN. COVER AT
FINAL GRADE
44'
33'
22'
3.S
TYPICAL SECTION - HOMESTEAD WAY 66' R
11'
6'
2%
LINE B
Ni
R,
et
Y
W
HEARTLAND PARKWAY NORTH
ONS gem gm goo gym Imo me got gms
LINK.
LINE B
SEE SEPARATE STORM
DRAIN PLANS
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
TDA
UPDATED SD PER VALUE ENGINEERING ANALYSIS
BY
MARK
DESCRIPTION
APPR.
8/27/20
DAT
ENGINEER
REVISIONS
<3Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED J. ARAUJO
CITY R.C.E. 57835
7 AUG 2020
DATE
SEAL
60' SECTION
4 •
DESIGN BY:
JB
DRAWN BY:
CO/MS
CHECKED BY:
STP
SCALE:
1 "= 200'
DATE:
01/20/17
JOB NUMBER:
2042495810
LINE B
MEMNON
QUESTAR
EASEMENT
I N D E X
I I
I I
COMMERCIAL
SITE
PARCEL 13 lI
it
MAP
it
SOUTH SIDE OR WEST SIDE
R/W
6'
7'
WATER
MA/N
6" CURB
& GUTTER
28'
8'
2%
56'
VAR/ES _U
STORM
DRAIN
6 IN
U
SEWER
MA/N
NORTH SIDE OR EAST SIDE
2%
R/W
28'
18'
10 I
6'
6" CURB
& GUTTER
SIDEWALK
1'
ALBANY LANE, AMHERST WAY, GOLDEN GATE WAY,
HARTFORD LANE, HOPEWELL TRAIL, MONTGOMERY PLACE,
SANTE FE COURT, VICTORIA PLACE
UNDERGROUND UTIL ITYL OCA TION
TYPICAL SECTION
N. T. S.
Qo= 3.1 CFS
Ooo= 4.6 CFS
Qioo IN= 4.6 CFS
CB # 17, W=28'
Oo= 12.4 CFS
coo= 27.2 CFS
Ooo IN= 16.7 CFS
CB ; 16 W=28'
Quo= 15.2 CFS
Ooo= 25.7 CFS
Ooo IN= 17.9 CFS
CB ; 15 W=28'
Oo= 21.8 CFS
Ooo= 30.5 CFS
Ooo IN= 20.1 CFS
\
AS BOIL T
SECONDARY
ACCESS ROAD
200'
0 200'
400'
600'
SCALE: 1 "=200'
Reviewed By:
Staff Engineer
Recommended for
Approved By:
Dote:
Date:
CITY OF BEAUMONT. CALIFORNIA
Date:09/04/202C
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
INDEX SHEET
LINE A
DETAIL SHEET
SHEET
2 OF 16 SHEETS
DRAWING NAME:
FOR:
RSI COMMUNITIES -CALIFORNIA, LLC
FILE NO.:
:2 � B
ID
N
O
N
U
O
a
U)
tn
o,
C
5 d
65 Il)
IT
N
N
o,
:P
U
d
N
0 N
0 A
Plotted: Apr 30, 2020 - 10:21am By: talmgren
E=_=_=_ME ME
______
--- --
== ME
--__
ME ME
C===_ -__
ME
Effi EM
-___ ii ____ME
--1.7.=,,,, =p --BC
a Mdy°4— --
pa
C
a
E_
==
==
==
==
_ =C====
==-- --
== == El
==
==
____ __ __ __
=C__ __=C =CME '__
�� __ __ME == __ = = _
ME pppp
== == =_ __ _
=C== __ == __ == _
=a= __ == == == =
C
= =====
=====a==-=
---
M_ _
----
-c—
a=
a
__-ME
SEE
— —_
_
c___ON
=M
SLOPE
____
PROTECT/0
a=--===
a------
----_--k----_
_
=____v=_=_
_--�
a
-----I'li--=
MIIME=M
am'm'o'@®M
__
ME
_ _
--
-_ME
_ ®E
NEE
_
MIKAM.4 o. IMO
agrAii
1 111111
E
i-
IMLIM
-
==— ME
__-___ =CC =_- NNE
EMC
== =
=Em
--
==
____
c121=•� C
�C
== == == =
__
== -- _
EXISTING' GROUN
CL PIPE
__
Effi .
EM==== =EN=
====
�oC==
_EM_
__
_-
=_
--
_
m
== ==
__ ME
ME __
___=______
==
_-
-
INSTALL 403.17 LT 0" RCP (D=2000)
1+00 2+00 3+00 4+00
LINE AO
PROPOSED S
PE
WE> I TATTUN
`SEPARATE PLANS
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
Know what's below.
Call before you dig.
PROTECTION
OD A PLACEMENT
B RIP RAP
AS -BOIL T
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
UTILf
SEMENT PER SEPERATE
INSTRUMENT
TDA
ri
VAD
TDA
rka
�LIM/TS OF GRADING
B
--E
inumerzEngi
==
_ =
==
=___ ____
=C====
===
ME MIME
ME
MIME
MIME
=ME
___LIA
==MI■=
ME
MINE
__=-E_E_
__
_E
--
__
_
ME
-ME_-
-__--
-__--
_-__
_____
_____
Em___
____
____
__
MIAMI
-
MaMMI
LLI
QZI
tr)
__
__CO
I== =___
==
==
_
wrap
__
==
__
===
__
==
--
__ --- -
ME=
__
__=
__=
==
__
==
__
ME
==
__ MEE
--__
_
_1
__
__
M_E_--___1
1 ==
==
===
ME
ME
__
== =_
-
ME
=C
_-
=_
--
__
_
=
5+00 6+00 7+00
1 s ' WIDE BERM AT THE TOP 2311.0
1.5:1 SIDE SLOPES USE ROCKS 050=54"
W/12" FILTER LAYER, FILL THE VOIDS WITH
SMALLER ROCKS, METHOD A PLACEMENT
EXIST TOE OF SOIL CEMENT LEVEE (UNDERGROUND)
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
CENETERLINE STA, & PIPE LENGTHS
AS -BUILT
UPDATED SD PER VALUE ENGINEERING ANAL YSIS
8/27/20
8/27/20
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
ME
ME
==
__
_E
=_
ME
MEME
==
-_=
�-I
==
== ==
EM■MEIM■INVM,y= 20.8 FPS h VM,x= 14.6 FPS
L;) -:
==
ME
=C
==
MENEM
IIE
PE
--
=--- _
__
CHAIN LINK FENCING
PER CALTRANS B11
TOP
SOIL
EXISTING 8' THICK SOIL
CEMENT 0 1:1 SIDE SLOPE
=_
_7901'
11."
2310
Mme=
EX/ST. GROUND
=_
_--
6, C.L. PIPE -
_
==j°W Iwo IN
==
==
LQ-
Cs S . 53.31 .F. 72" CIPCP
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140° OF THE PIPE f c= 5000 psi.
Effl
BASIN BOTTOM 2308.3
USE 1 TON RIP RAP W FILTER
6" THICK CONC. APRON
W 5 CUT OFF WALL
(- --
8+02.22 LINE AO
i o
PA K
PARC: L 19
SEE SHEET 11
kn
-CONCRETE -
APRON
9+00 10+00 11+00
L IN A
CONST 58.71 L.F. 72" CIPCP
FINISHED SURFACE
® C.L. PIPE
-
ffl
___------
---
p-
_-
-----
I_�==
G
--
ME-
_
_
=
ILLJ
_
-_—
\
1$
POP
=== Q T3.o
_M
��NE
5 cf)=__
==
104
E
S=0.0087
O
=r. ai
-
- —
2310
-i-
ili
`‘..,
mod,
EXISTING
GROUND
-
-_-_-_
,.<-
-
--
-
-
''
CL
PIPE
7 'ma
_ ___
__
c-,
-
---
-==
50 W
36. Z
1.0:P*
-
-___
-
-
__
V
-
-
==__-
=____
__
____
___
--
-
--
__
--
-_ ------ ---
____
____
__
---
--
-
ME
--
1 1
__
_
ME
==
-_-
-=-
1 --
_____
_____
=
,I
_____
____-___
-
DO
—___
—_--___
_
�
C9
=---
O
—______
co
----
O
—_____
N
Z
===_.
h
�mB===
"�
=
y'
_--=
=
N
-
_
.5-
O
N
—__—=
C===
N
-_m---
C====C
-
•�
_____
-
-
--
Q.
INVERT THICKNESS OF C/PCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi.
CONST 71.12 L F 72" CIPCP
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
5 OVER THE LOWER 140° OF THE PIPE f c= 5000 psi.
-O3 o
03 -o m
U
CO1 9TAi/CTK0V NOTES.
CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT 30" STORM DRAIN (SEE PROFILE FOR MATER/AL) *
CONSTRUCT 66" STORM DRAIN (SEE PROFILE FOR MATERIAL) *
CONSTRUCT 72" STORM DRAIN (SEE PROFILE FOR MATER/AL) *
CONSTRUCT MANHOLE NO. 1 PER R C. F. C. & W C.D. STD. DWG. NO. MH251 CONSTRUCT MANHOLE NO. 4 PER R.C. F. C. & W. C.D. STD. DWG. NO. MH254 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R. C.F.C. & W.C.D. STD. DWG. NO. JS229 CONSTRUCT HEADWALL PER CAL TRANS STANDARD PLAN NO. 089
CONSTRUCT HEADWALL PER CAL TRANS STD. PLAN NO. 090 AND LAYOUT DETAIL ON SHEET 10 CONSTRUCT CHAIN LINK RAILING PER CAL TRANS STD. PLAN NO. B11-7 CONSTRUCT RIPRAP WITH FILTER BLANKET (M/RAF/ 700 X OR APPROVED EQUAL) AS SHOWN ON PLAN CONSTRUCT BIFURCATION STRUCTURE (MANHOLE NO. 2 PER R. C. F. C. & WCD.
STD DWG NO. MH252 MODIFIED PER DETAIL ON SHEET 10)
CONSTRUCT CAL TRANS TEMPORARY PIPE BULKHEAD DD -33 PER DETAIL ON SHEET 14.
PROFILE SCALE:
HORIZ.. 1 "=40'
VERT: 1 "=4'
®_
12+00
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
DA
N80'00'00'E
---
55.21'
---
0 10'24'59"
90.00'
16.36'
8.20'
©
N8935'01 '1N
---
637.06'
---
OD
N34 37'47'W
---
134.40'
---
OE
7700'00"
45.00'
60.48'
35.79'
OF
06'51'37"
594.00'
71.12'
35.60'
©
566'13'56"E
---
36.97'
---
JUNCTION STRUCTURE DATA TABLE
STRUCTURE
MA/N
LINE
NAME
A
LATERAL
B
LEFT
C
E L'
NAME
A
LATERAL
B
RIGHT
C
E
L'
D1
D2
M.H. 4 0 11+18.40
LINE A
-__-
LINE Al
4500'00"
48"
9.2'
8.7'
10.2'
72"
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED J. ARAUJO
R.C.E. 57835
7 AUG 2020
DATE
DESIGN BY:
JB
DRAWN BY:
CO MS
CHECKED BY:
STP
SCALE:
1 "=40'
DATE:
01/20/17
JOB NUMBER:
2042495810
Reviewed By: Date:
Staff Engineer
Recommended for 4pprovai By: Date:
ldmin'str Engineer
09/04/202
Approved By: �r. v►• Date:
tlt�i )ir. ctor of Public Works
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
SCALE: 1"=40'
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA
BEGINNING TO STA: 9+84.30
LINEA()
STA: 1+00.00 TO STA: 8+82.22
FOR:
RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
3 OF 16 SHEETS
DRAWING NAME:
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2003SD.dwg Plotted: Jul 09, 2020 - 2:36pm
Q oo= 11.2 CFS © Q� o= 270.5 CFS 3 07406,0-1444 S 9' D F 3 0, o= 238.9 CFS 3 Q� o= 227.1 CFS 3 3 Q oo= 19.0 CFS 0 oo= CFS 2oo-= 15.8 CF
11.0 CFS $��-270.2 EFS 8 FS 226.7 CFS 183 14.9 CFS
ioo=
»=
cfi
o 3 co=
=__
-
r
.�.�.-�
.
-----
,.
- .
-
---
,f _
;
.,.� =
MI
V 10.4 FPS
-MER
--- -
--
-
FPS N-
9.6F
CC:
--
VM.
-
-
18.8 F=''
---
-
VMAx�
- 10.8 FPS
-p
-
VMAx-
10.8 FPS
VM.x-
-
17.8 FPS
-
I
_
_
__
___
_
_
-
EM__- ____
IN
■p
■■■■.
mg
Em s__
�E
■■_
-___
-__at■
-__
____
_MEE■E=m-
____
O
i_CmiCME_
__
n7
_ME
--CC CC-
_
____
___�
__-
W
Q
11VHS H
�__
C
--_
STA. 20+86.52
CC
C
ST STA. 21 +1.1-27
2332.17 TC, =5.00'
CCC
CCC
MEMEEMEC
ME
EC
ENEC
MEMEC
ME
EC
-_--C
CC
C
CC
CCC
�vI1.5 11
C
C
C
C
CCC
C
C
C
C�
':C
O
C
C
C
CCC
CCC
ACC■■
ST STA. 181-13.08
2325.86 TC, V=4.80'
C C C C C ��
- C CME
EC C
'•_
r,.�CCC C
CCC CCC C
C C C C C C
C
V C C C
C
CCC
CCC
CC
1E=In_■■■■■ ��
CCC C ^ C C C C � C
M■—■■
■■■■■■NEE■■—■■■■
■■■■■■■■■■■DM■■
■■■
\ � C- E
■��
•■■����■■
���
-
-_C
__
CC
CCC
CCC
C
■
C
C
C
C
C
C
z
C
7C
C
C
`�>
�J I'
-k'. -�
.
.. u
Q
(n
___
in ,o
'.`-
C
C
CC
(i'�
CCC
,,
®'
-
--■E
—__—__■■—_—_—_■■■
—■��
_■■■■■■
—■■■■■
■■_��E���■—■■■■■■■■
■■■—■■____ME_■_■■■
■■■■
■■■_■■■■■■■—_■■
■C■■
V
__-
°_-�■
■
c,
~
--
___
C
FINISHED
SURFACE
�i
c�
C■�■■C�
�'�`�6,
\�`'
_■■�■
C
C
C
■■■—■■_■■■_■
C
C
■—■■
C
■■_
■■■_■■—■■■■_■■_
C
E=
■—■■
ME
__=
=CCC:
C- --
CC:
—_
—
—
E_�■—■■■■■■■■■■
—
_■■_______■■__
C.L
PIPE
v'
_
--
C-
—Wa
CC
■■�
CCI
��
'rj
LISErig MEME ___
_
_
_
_
_
~
-
CEMIE
C
C
CCC
CCC
CCC:■ ■
i
___
V
__
U�
nt
V
V
N
CC,
.�-
___
__-
1 ■■�■
■
2330
=_
■M
■■■■■■■Ill
■E■M■
■■■■■■■■■■■■■■■■■■
■ENE
■■■■■■■■■BREHM
EMI
EE
-
232.5
■■■■■■■■■
M
Egl
■■__
---
-
�.---
---
-
--_ _
mil
��CC:
�■
� �,�
ME
"CCCC:CC�
��'�
C"�
--CC:
�==�rr�
..
HGL
100 E
--C
-
CC�
INSHED
SURFACE
CC:CC:�■
,
■_CCC
_
�'_� �■!
_CC
CC=C
®
C=■■■-_-�
__
®C_
_CC=
�tC_�
C
CC
CCC
-
FINISHED
SURFACE
CCC
PIPE
I,
••
100 _ n
'
C.L.
PIPECCC_
p C.L.
=CCCC CC CC
■■C■■■■_■■C
C CC
■C■■C■■
CC ®—.�� __m■_
■■■_■,
��I•�_■■_i
.��m _am_ ►
®
■■C■■C
i
CCC■■�■■■C■■C■■
-
---- �--
CC
�-I..■■C■■■■
____
7_■■
._-�
2322��,
-
I
■
■■CCC
CC■■
M■■■■■■■■■■
■■■■■■■-_■■■
■■■■-■■
�%�'�11:G1
®■■■■■■■■■,
2320.0
■■■■■ME,
CCC:
�r
��■■■■■■■■
■■■
WSE=23:3.1
------
®
-
_
_C
_C
�..-
_ �_
_-_
_
►
C
CC:
E—
—
CC:CC:C ■CCC—
la
C C C C
/
CC
®a
■
B
��
■
■■■
■■—■■■■C■■
—11�
dal
�wie
■■_■■���
—
I--■■C■■—C■■—
■
—
oP
I
_
8188
—
_
■—■■—
i
IC■■■
■
__— CC■■R!■■■—■■
__---
__
��
��
CCC
C
CC
C_
_�
CCCC
CC
CCC
CC
►
23177
• TO.P
CC
CCC
■
i■■■■
100
■
C._CC
��i■!�
■
M■
ME_
so
is
-
• .GL
—
pp. rF..II
CC■■C■■CCC■■
_
is
—
(f)\)'
�
El
CC
CCC
c' -GE==
-
-�
0 CCs—
CM■
■■
WT
'
C
—
—
___■
'CCC
�w—�■
C
C
CC
�E
CC
I�C�
C
�
SE=2331.1
—
C
��
C_
�C-�CC
---
o
J
__—
—
C
--
CCC_
--
—
C
C
I
—
2317.8
C
—
6 .
-
L
100
o
ill
��
=
I
��
C---
---
/
__
_
Q
■
__
■
_
_
■■■■_■■
__
■
_
�
T 0.
P.
L/
■■■■_
_
•
—
_
`'
__
EX/ST.
GROUND
18 _
_-
'h
rV
E
q
�.
/
—
--
f
_
—��
W
_��
_
_
-O.OZ
Q
'
"4,6.,
3A
1�3
'
SE=
3 3�i®�■=■
® C.L.
PIPE
S _
■
V
0 . --
W
• ■
a
l
''.
72 ■■■■=
266
;,
-
C
=
CCC:
'
=M�_��
LINE
fii I
.
—
■■■■■■■
_ e�
s
_
T•
W
■■■C■■
---
P
C
i
►
/
:=
I
,'
■■■CC:CC:
m
ME
ME
ENE
8 11
®
■
■■■■MEMI
®
�
■■��
O
■
====
S
-
�■
=
=-
W
-
C
L
r
P
CC:_
,�
■___■
__-�
z
CC■■■■�
=
W
R
W
INIM
►
1 /'
HGL 100
=07466
I
I
A2
16 ■___
__=
_
�
■�
O
C
i
■■M■■_
C
Cpp
2320
■
315
LINE,
O
=
�-
-
_=
2325
f11
2315
s=0.2040
=M�
r 5
,�
_ _,
_■■
—
�
�
, -
--
0 =_=
_
`moo
■_
'O
M■■_■■_
_■■
18 RC
_
■_
�_
\
'MERE
-_
--
6>
o
___
_--
CC:
I
_
CC:
_c
- S=0.0101
_
-
C
-■■
CC:
___
__-■
_�w.
\
2 18
��
OQ
_
_
__-
__-
-_
___
O
- izi
___
_
S --=u•-
—
_
►
—_--
�e'
_
_
-
--
,0
■-_-
■■■■
_
■_■■_■■
C
■_■■___■■■
__
--
- ■---
-
-
■■■■■■■■
-
-_
___
r
-
-
�.-_•�■
5 �►
LINE
A
EX/ST.
GROUND
_
i
___
_�
__-I.®
'
___-
__
....-
__—
-_
•c
j
____
■-■
i1
■■
■-■■-CC■■-d■m■
___
___
■■/g
___
-
66 »
C/PCP
■■■■■■■■-
_
C.L.
__-
—_
`.
__
__■■
I
_
/0
f
CP
CCCC:-
CC:
__-
--
1 5-0.0087
-
23,2
P
-■■
-E
---
--
--
_
�'
c.�
CC
■—■■—■■
_
_
_
—■■—■■■■
_
C CC:
■
■■■�
■■—
■
E
—
-
-
-
�,
■■■
Q
T
—
1ST
GROUND
~
-_
-_
-_
-_
_
EE
IME
■
■■
■■
■■
EP
-•
®
C.L.
P/PE
-
L GEXIST.
"
i
-_-
�L"
—
—
-
-
—
-
----
----
—
-
—
-
-
0.02 EXIST. GROUND
——
——
G
—
—
— ---
— -----
—
'7=
—
—■■
—■
■■■—■■—■■■
■
■■■■
—■1�
—■■—■■
—■■—■■■■■��
—■■■■—
■
■—■■■■
—■■■■
—
P—
—
—
— --
—
—
—
•0'�
—
—
—
—
—
—
-
,p„or.
'KNEE
■_■
■■■■■—■■■
■
■■■_■■_■1■■_■■_■■
1 ■■
k■■■■■■■_■■_
-
�
_
■■■_■■
54 8117177
—
—
—
—
—
—
—
—
—
—
—
—
—
`k-
—
—
—
---
■■__■■
■__—__■
■■■■■■
■■■
1■
■■■_■■
■1■■__■■■_■■
■__■■__■■■■■■■
_■■_■■■■■I■_■■
■■
■■■
_■■_■■■■_
■■
■■■■
■
■
__■■—_
■■__
el
■■
■■■
■■
__-
C
C
C
C
C
C
C
C
CC
�To�
C
C
C-
C
C
5' BEG/N f
7 d{1111 3c
C
C
CC
CCC
A
—_—__
■■
�
'�
■■Fe
■■
■■■
■■■C■■
■
■■_■■
■
■■
■■■■_■■
■■
■■■F■■
F■
■
■
_
■■■■
■■
■■■
■■
__I
■■■■
■
_�
�,
�,
W
-'CCC'-
0111. / TL✓.✓`t LJVL/ r/rL
2327.17 /NV
-
I
v
2310
30 W
-
■■■■
C
C
C
C
■■■■_■■■■■■■_■■
C
C
■■■_■■■■■■■_MEEK
C
C
2305=■■I
2305'
■■■■■■■_
W
■■■_■
--
�,
■i- ■■■C■■C■■■
-
-
_■■_■
(k
■■l
°
°
--
CONCRETE
cc
I n
?A CA//1 i)
mEm
i
3 END PIPE
EEDOE
ME=
NEE
-_
C_
_=mm
Z
VEE
_
_EME
W
_
_
_
_
_
C_==_=
_
__
-
C—
■■■___
■—■■C-�
C■�____
�"
m
W
I
m
ME.
m
■■■■
=
■___
___
i►.
_
`
T O
_
�j
_
__-
-
12.35 /NV
1. 13+75.82
2313.38 /NV
STA. 141-07.44
2313.71 /NV.
O
CCC_
CCQ'mim
3/ . / 1 J I
2323.06 /NV
-__
__
■
MEME
C
C
ME
CCC
_ MEME
STA. 15+ 10..
—_—
Q
-_-
-
I. 18+0,f
?321.67 IN
HI'
`�
II
■■_■■m:
■C■■■_■■■`I
■■■—■■■_
ME
ME
■■_■■■_■■■■
■■___■■■■_
■�
_
■�■■�—_�■—_
EP
ME
=■
in,_ __
■■_■■
2315.24
�C��C■C■■=_
__■■
_
—�
_
o=•o-.
■■■■n^
■■■■■■■■^
■■■__■■■
■■■■■■■■■■■■■■
■■__■■■■__■■■_
MPE
_
^
■■■■■■■■■■
■■■■■
=■
■■■
■■■■■■
■■■
■
_z
g.N
`�°
Q
''
-
-
N
-
-
■■■_■■_■..
"
■■■■C■
Q
■■
■■
■■■
M■
PE
■P
°j
N
■■■■■■—■■—
ME
ME
mil
Q
_
_
_
_
N
_■■-■■
C
CONST
290.01
L.F.
54 CIP P
C
C
C
C
C
CC
•�
,
ca'o
_
_
_
==
Q^
in
�C
C
M■■■
C
C
CCi
C
C
CCi
C
C
CC
C■■�
C
�'
`�
�o
�o
C
CCi
(~.)
Cr)
`�' r~^
(C\
■■
■_■■_■■■
■■■■■■_■
_■�_�■
THICKNESS
OF
CIPCP
SHALL BE
_■■■■
■
■■_■■=
■
■
■■M
■■■■�■■�
■■
-_
eN
o
"'
"'�
"� '�
"�
M'
=___
-_-
--
-
-
-
-
-
-
INCREASED
BY 2"
OVER
-THE LOWER
CC:
-
C
CC:
-
--
_
_
_
_
_
_
.
N
N
N
N
N
_
=
-
=
CC
C
�C=
-
_
_
■
CONST. 6.56 L.F.___
pi
■
C
__
_
—
►
C
CC
��==
140'
OF THE PIPE
f c=-5000 psi.
—
=�s����
CC
— C — C
—
rn
"�
ao
PROFILE SCALE.
CCC
CC
CC
CC
_ C
^
12 RCP D=2000
CONST.
19.98 L.F.
18" RAP
0=2000
( )
■�_■■■■■-■■■
_
��■■■■■■_■■-■
�_
■■--
__
--■■■■
_ �== -
-■■-■■- ■■
d
■
CONST.
28.13 L.F.
CONST.
17.10 ■
CONST. 20.15 L.F.
■■■
1 i-
.F.
_-
IIEUEEUUEF■■■
RCP
==
I
■C■■■■UF■■■■
i■■■■■■■�-
■■■■
■■■■■
__
EM
Em
CI
N
FE
18"
(D=2000)
18 RCP D=2000
p
18 RCP D=2000
■
VERT: 1"=4'
1+00 12+00
LINE A4
13+00
CONST. 119.36 L.F. 72" CIPCP
14+00
15+11
16+00
L INE
CONST. 130.03 L. F.
17+00
A
60" CIPCP
18+/0
19+00
1+00
L INE A2
CONST. 144.80 L.F. 54" CIPCP
L INE A3
1+00
L INE A5
18 Lr °�zt,
Q 0
13 THICKNESS OF CIPCP
INCREASED BY 2" OVER
140' OF THE PIPE f'c=
1 62
SHALL BE
THE LOWER
5000 psi.
_
v
THICKNESS OF CIPCP SHALL BE
INCREASED BY 2" OVER THE LOWER
140' OF THE PIPE f c= 5000 psi.
� ONSTRUci/ONNOTES.
10 14
"�'
�� N
ZZZ coil
%_ ^�
W
lU �OON� Q�
OPEN SPACE cO a
o ++w�'��m~
a� `^� i izW^�v�
z J "�
v, li
o
V
W
d
^�
o,
co
Q
II
s v
%
(
v
'`
h co
e
Q
=
`")
"'
h
^
Z
V
o
y.
II
,�
W
Z
o
Q
z W
Q
z
7 P. M. 34880
PARCEL 17 18"
Z
W
PARCEL 14, P. M. 34880
a
OPEN SPACE
RACT BOUNDARY
co
, 13
c. �,
v Q
W
V n
p %o
oLti 0
o
Q
lu
o
' Ol CONSTRUCT
I O7 CONSTRUCT
I O8 CONSTRUCT
I 10 CONSTRUCT
RCP (SEE
54" STORM DRAIN
60" STORM DRAIN
72" STORM DRAIN
PROFILE FOR D LOAD)
(SEE PROFILE FOR MATERIAL) *
(SEE PROFILE FOR MATERIAL)
(SEE PROFILE FOR MATERIAL)
N
N
1l
CONSTRUCT
MANHOLE NO. 2
PER R. C. F. C. & W.C.D. STD. DWG. NO. MH252
►I ^
_
p A
W
~ ,
'
�
� • . �
I
of
CICONSTRUCT
MANHOLE NO. 4
PER R. C. F. C. & W.C.D. STD. DWG. NO. MH254
� � �
_
_ _
LLI
CO
1 I I
II
- -- •
18 CONSTRUCT
CURB INLET CATCH
BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) _II
W
Lia ���
`°
PER R. F.
r
—
=��
=
�_
;�
O0 21 CONSTRUCT
CONCRETE COLLAR
C C. & W.C.D. STD. DWG. NO. M803
—
����
v
N
I
62 CONSTRUCT
SPECIAL CONNECTION
TO CATCH BASIN PER R. C. F. C. & W.C.D. STD. DWG. NO. CB 109 _�
\
,,.
,_�
f��1i
Z C) CONSTRUCT
CAL TRANS TEMPORARY
PIPE BULKHEAD DD -33
,
HEREON \ \
'332.17 TC
X01 N
N
OPEN 63
OP r I
64 CONSTRUCT
12" RCP (SEE
PROFILE FOR D LOAD)
�:' SPACE
,
O
•
~
64 �.
' �I,
•
O
°d°
lR 2797-7
•
•
o
* CIPCP
SHALL BE CONSTRUCTED
PER SECTION 306-4 OF THE STANDARD
z PARK W
a
■■■■I■
■I
^
N
SPECIFICATIONS
FOR PUBLIC
WORKS CONSTRUCTION (GREENBOOK)
,
QO
O
.�
V
O
10' 18'
18' I10'
-
Lu `�
^
.�
LINE/CURVE DATA
U Q ^O
J
, 6
7 i,
I
<
28'
28 v
in
o N
21 22
w ‹ c ,
y
°^°�S
I I
10'
18'
18'
10'
NO.
BEAR/NG/DELTA
RADIUS
LENGTH
TANGENT
Z a
Q
56'
28'
28 ,
1'
Q
w�
Z
Q^
"'
OA
15'11'09"
594.00'
157.44
79.18 N
z
KIMBALL
COURT
56'
'08'E
'
J
J
©
N29°21
---
33.51 1
e
FLORENTINA
COUR7y
COLUMBUS COURT
�'
"W
X18
1 62
©
N48'1351
---
23.68'
---
18 62
21 LINE A CAVALLANO COURT 18
OD
N89'35'O1 "W
---
542.56'
---
OE
N4435'01 "W
---
23.33'
---
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
JUNCTION STRUCTURE DATA TABLE
As_Bui
RESPONSIBLE FOR ASSURING THE ACCURACY AND
MAIN
LATERAL LEFT
LATERAL RIGHT
D1
D2
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
STRUCTURE
LINE
NAME
A
B
C
E
L
NAME
A
B
C
E
L
APPROVAL OR DURING CONSTRUCTION, THE
MH 4 @ 13+69.62
LINE A
A2
LINE A3
40' 0 40' 80' 120'
5725'00"
18"
5.8'
4.5'
5.0'
45'00'00"
18"
7.0'
6.2'
6.6'
66"
72"
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
_-_-
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
SCALE: 1 =40
811
NA CENTERLINE
/
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND. OF
STAMPED U-448-1955
ELEV: 2448.129
VAD
&
AS -BUILT
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
`�
w
*
Q�oFEss/oNq�
D . AR
`� F
G
z o
No. 57835
��9TF CIVIL
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
4 OF 16 SHEETS
Staff Engineer
Recommended for A r val B : Date:
P
TDA
=UPDATED
SD PER VALUE ENGINEERING ANALYSIS
8/27/20
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA
STA: 12+50.00 TO STA: 19+50.00
L//VEA2A5
DRAWN BY:
CO MS
``i
CHECKED BY:
STP
Approved B
PP Y
mini
r e Engineer
Date: 09/04/2021
__
--
_-
SCALE:
1"=40'
�
Die for of Public Works
_-
-
7 AUG 2020
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
9 9
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
���Q
MO
FILE NO.:
3121 B
JOB NUMBER:
2042495810
ENGINEER
REVISIONS
CITY
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2004SD.dwg L
CU
L
0)
£
6 Jul 09, 2020 - 2:37prn
CU
0
Q1oo = 14.8 CFSA 0,0o= 227.1 C O= 218.1 C Q�j oo = 212.8 CF 3 Q oo = 1 15.8 CF Q oo= 173.7 CF Qloo= 5.3 FS °too = 2.1 CFS
13.3 CFS ("too= 226.7 CFS 212.3 CFS 207.5 CFS © 400= 123.9 CFS C, 118.2 CFS 3 4.7 CFS © Qiar�= 5.7 CFS 3 = .
oo=
400=
00=
goo,
r
- .
23+65.27
��r-zsl.
-
�WszRrn
---I
-• ►rr- - — ►r►' - 16.7
_
FPS' I
---
,'. ■
1--- 19
16.7 r_�
2 0+O
N=MaiMMEm-ffiE=
V _
-..
FS
.3FP
V -
1o.8C== X-
V=4.00
i SHAF1
I C'`I IAr"
__= __ MEM En= X M
Em
"Lem
us
Em
ME
MP
Er 11
MEE EX/ST.
GROUND
____
>I'
---
=
®
C.L.
P/PE
n
--
----
---
■■■ ■ ■
-
—
---
---
-
—
—
-
—
•---
—
—
-
p
_-
--
-
— ---
----
__--
-
— — —
-
-
—
>
---
--
c
Q
�� ■■ -
_
IIII IIII IIII
..,
IIMME
ME
E
M
II
(T)
atom
. ,
me-
1 ~
.
S-.
2349.04 TC
I
EEME
si
=mom
N
FINISHED
SURFACE
_
_
23 _
__
_
_
_
_
.
PEmEFINISHED
SURFACE
p
=C_
-
-
C.L.
PIPE
~
_�`s�N
_��S
m'
_
'
RI
9 1 (Dv)
®
C.L.
PIPE
N
v
E.■N■
_
°°
____
■
-
-
M,
®��■■■■���■■�■■■■■
---
-
■�■■
-
-
��■�■
-
=�■
2 347
■■ �■■�■■■■
■
4 ■■�■■■■■■■�■■�
■_■■
�
----
-
-
_
-
-
-
-
--
=-
. 51
-
-
•
-
_==
E
_
_
_
_
RIM
/
_
_ MEE
_
J
=
_
E=I
■C■■=■
■■_
�I
N
IEEE=
FlN/SHED
SURF
-
�
__
-
-
-_--
-
-_
-
-_
--
-
-_
-
-_
-
-_-_-
_
_
L.
PIPE M = ---- - === f= _ = ■ /
= _ _ -
FlN/SHED
SURFACE-
_-_
___
/
-
-
-
_
---
---
-- ----_
__ -__---
■■
'_a
__
43 , •
�'
_
___= _
!
=_
_
__�
I
���
_
---
_
--=c=_■
_
I
- - -- -���
—
—__■■■■_■
■■
�.
B.
■■■_■■_■■P
!
,
f,
■_
�
� ■■
■■■■----■
��
■��_■■___■
.
1 W
_
_
Pg
��oQ
h
W
I
�
,�
�9
21 _
`�
-�
'
■
■
■■■
���/�
-
MEME_
■■
■
■
■■■■
■
Q• -
-
33 SE=
2337.
/�
-
8 \-\N
„
RAP
�'
-
_
_
p2
---
----
---
I
•
--
- PIEIPPra
i
--
-
]POINTS
-- ----
---
-
-A
`33�
I
=__==
=
W
�__-m��-
m.-=
_
Q
==
___=
___-
_-
-=
_=
T
-
WSE—
-
2339.3
===
��
____
_-�•
--
__
--
===
C_■■==
/
.'.-`
i !
___
I
_
'�
=�i
-�
_
__=
_
�
---
�"
S=• .0176
i
SEE SHEET 6_
�'
SE=
2340.0
C
343'
==
/
---
_
—
—P6
LINE
,o
T
344
--
C==
■_■
I
_
p
■■
A8
�__�
■■
■■_■
�_ •
233
■■■■■=
�I
►
-
�_�
=_
==_■■
00 LZ
��i
__■■:
'---
i
9 O. P
�
WS -
2344.3
=
-
RCP
4 IPC
�'
ii
T
• / T
=_
18 =
_=
W
A
=
=
=_
____■■
■_■
1 ■
MOUND
=_■■■
IN
----
-
_■■
��
Q
■_
En
ME
HGL
100
= ■■■■_■■
__=
-
-
-
_
_
_.
----
o
-
3 --
-
a
,i
-_
-_ -_-_-
-
L. PIPE
---
_
/
g
—
—
—
---
---
S=0.2535
■■
E■
%
_�■
==C■■=
mom
�-
■-
Et
ME
.'
S=O.
1673
■■■■
■■
=0.1365
_
'
_
76 ��
QN
I
Sc=
Co'
■
.�
/
■
S'0
'
—
r
2330
HGL
100
•
e '
__■■■■■—■■__M■■_■�■
—_
--
—
I
���
O' (f)
23 5
�_
2335
■■■■■■■■=
HGL
100
—
'
=
(1,
_-
APT
�,
!I
_■■
■=
��
■
_=■MM■■- ==
=EE
=
-
—
====tee■
°o
-_■
�� OUND
■■■■
-_■■
=
/
_
�
.
_
__
__- --
_
-
;��, GP
R
_
E
A
_-_
i
_
IN
M
■■m■■
■-_■
■■■■
■
I
■_
—
_
1 a
■■��=■■=CC===■■
■
■
�
■■-■
■I
�T C.LR
PIPE
�
RF■�
P C
C
_
W
__
���
�, o�
=■■C■■
__
C■■■
__
._
___
______
—
—_
h
-
ci
C■■■■
—_
_==
o
5 42"
_
■_■
11111
■
I
■=C■■=■■__■■
i
�'�
_
■■
■E
■■
\,•
Pi
___
■■■■■■
_
_
■■■
_
■■
—
_
---
_
_
0 ___
_
I
__
=■■
____
=C■■
_
c
�_
_
_
_
_
___
E ■■■■
_
_
■
_■
z
■■■■■
■■_
_�
_
■
■■■■■_■■ _■■_
__
_
`l
■_■■_■■■■ ■■■■
■
■1
■=
■■-■
_
■
■■I■■■■■-■■■■■■■■
_
_
_
■■■_■■
_
-
--
EXIST.
GROUND
-
-
-
---
-
-
-
-
----
_
N
-
-
-
-
-
---
--
-
---
-
-
-
----
-
-
-
-
---
L.
PIPE
■■
■■■■■
■■_■■■
■■■■■�■■___■■-_
■
-
■__■■_■■■■____■■■■
----
■
■
■1
■R
Em_■■■■■I■■l®■■■■_■■_■■■■■_■■_
-
-
-
-
■■■■■
-
=_
��
_
'
__=
STA. 1+04.58
_
■
■■_■■■
■■■■■E■■
■
!■__■■__■■■■________■■■■
■
■
�!■11�■K
■■__■■■■■I■■I®■■■■__■■_■■■■__■■__
■■■__■■
=_-
=_i
__■■I,■■■■
-_
•
_
M=II_
���O
"`
--
■■■■■
■=■■__
i■■■■
■■=■■■
■■■■■__■■=
EX/ST.
GROUND
-
-q■
-
11■m,■■=■■■■==-_■■■■
■
;■■11■■■=
■■=■■■■■
■■I■■
NEE
=■■■■■■■=■■=
111
ME
=--
7A TCHL/N
o CL.
PIPE
----
■■E■■■■■
■■■■■
w_
■■■■■_■■
M■■■■■■■■----■■■■
■
REEK
■■■■■■■
■■I■■■■■■■■■■■■■
0)
■■■■■
_
___
_EMEEM_
M■■
____
rn
___
EMEME=mmZERIMMEN
Ei
1_11
M=ME
MOEN
Ell
EMEmil
MEME_
111_11
_MEE
_
IZ
_MEME
____MEME
w
mEEMENI
_
_
-2325
2320
w
=
C
_
—
— EL'
a
e
—
w
MEE=
r t
_
_MEME
___—
_
N
=_=
11 ME
1 z
Hii IIII
STA. 20+01.66 B
LA
CO
2339.35 INV
III III
3.26 END
I NV III HI'
=ME
55 INV
ZO+84.15
.7.75 INV
-- STA. 23+57.47
_
Z
3.41 END
INV, ,
IniC
co
CEE
=___
CME
10 wm
111sal _=
C__ 11
p
O
■
C_
C
� NE
��
2325.95 INV
_Mm
_
___IEN°
.n
___
___
___
EME
MEE
•
70 IN\
MEM
_
__
Z MEE
___
_____
____
__
cD Z
Z
a
_
MEME. EMEMEEMEME
_
��
�' MEME
—
���—
--
cD .
--
N
I--.
N EME
—_—
__—
2324.83
N
■■c■■
■■■
■
■■■
IMEMEEME ■■■■■■
■■■
M■■■■■■
z
__
�;
_■■■■■■_--_■■■■
N
w■■_■■c■■■■_■■_
N
__
__
p IME
. I TL
4.24 ���
����
N d-
if)
N
ter
0 . ITL
3.54 __
ME
M _MEM
MIEEM_
1_11
3. EREE____MEEN
_
11_MR
__
+ ,n
_
_
__=
_
_ME=ME
=
_
__1�
_EINEM
__
_EEME
_
_
+
a)
ro
■_■■
■
N
■■■■■M■■___■■_■■_■■
■_■■
■■■_■■■■____■■■■_
N
N
(
' (n rrl
EM
EPEEN MEEMEME
ME
�ME
C
_■■■
N
)
.
___
■■CqP_■=q■
■
11 ■■
■
■_■■_
C
■
■
■--
■■
■■
■■■■_■■_
~
~
11 0 ■_■■■■
(!)
N
=
N
(n
N
_
_
(n
N
(/i
"
"
____
^_
--__
--
-
--_—_
---��■
CONST.
129.48 L.F.
54 CIPCP INVERT
E
CONST. 273.32
L.F.
54 CIPCP
/NVER
■
=
�_
°°
PCP
-�
��
7,-M
-��
AM
_
��
■■■1■
■■
■■
__--_—_
CONST.
203.86 L.F. 54 C
__
_
_
_
_
�__
THICKNESS
OF C/PCP
SHALL BE
THICKNESS OF C/PCP SHALL
BE
_
=C�
SCALE:
qm�
�
-
E_�
INVERT
, /CKNESS
OF CIPCP SHALL BE
INCREASED BY 2"
m___►�
-
I��
■���
���
:MI=
_=
CONST .
20.08 L.F.-C�
INCREASED BY
2 OVER
THE
LOWER
_
INCREASED
BY
2 OVER
THE LOWER
=
_
-
-
---
�:
CONST
.
20.08 L
. F HOR/Z:
.1
CONST .
20.93 L.F.-
1"=40'
—=
-
_
OVE
`
THE LOWER
140' OF
THE PIPE
f c= 5000 psi.
___
18" RCP (D= 2000)
�C'
■■�
140° OF
THE PIPE
f'c= 5000
■■■■■■■_ psL
140' OF THE
PIPE f c= 5000
■-■■■
=M■E
■1111
_1
18"
RCP (D=
2000)
ME.
18"
RCP (D=
2000)
■■
VERT: 1"=4'
psi.
_
1+00 19+00 20+00 21+00 22+00
L INE A6
23+00
24+00 25+00
L INE A
CONST. 124.80 L.F. 42" CIPCP
26+00
2 00
L INE
1+00 1+00
A 7 L INE A9
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140° OF THE PIPE f'c= 5000 psi
.
1—
e.
CONSTRUCTION NOTES.
I e
,v kt, 13 k
I Q PARCEL 77, P. M. 34880
d' t W �,
WI � h V
o ti oo
cV x x p PARCEL 74, P. M. 34880
� c� lI c\I
li
TRACT BOUNDARY
1. 0 14
Q 13
" V
N co
�b h o
o
Jki L4
o
O
z
7 W Li
z ,, �
= o o
OPEN SPACE o
A
a N ii
W
¢
¢,
- J o
°p "'
cv rn
'I
15 o
4 N Q1 Lo I
• v • , ti I
cb
N co O
N ` , 0 6 I
N q -
_
000NSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
OS CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATERIAL) 07 CONSTRUCT 54" STORM DRAIN (SEE PROFILE FOR MATERIAL) 13 CONSTRUCT MANHOLE NO. 2 PER R. C. F. C. & W.C.D. STD. DWG. NO. MH252 14 CONSTRUCT MANHOLE NO. 4 PER R. C. F. C. & W. C.D. STD. DWG. NO. MH254 O
15 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F. C. & W. C.D. STD. DWG. NO. JS227 co
4,
_
'
O
, N
n LLtla
J
W
—
—
—
18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) -
TO PER R.
-
- , . �= „���:��•vi
�_
0 62 CONSTRUCT SPECIAL CONNECTION CATCH BASIN C.F. C. & W. C.D. STD. DWG. N0. CB109 \ _ 22 -
-25---_-
25-i .z,
�� 4
CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD -
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREENBOOK) I
v ;, .. .� / _
�`�
�- ■ lI
•• � o `�
LINE/CURVE DATA
N0.
BEARING/DEL TA
RADIUS
LENGTH
TANGENT
OPEN
t►
�0
ILL
.. SPACE
����■
'
...
:
:
•
r
I
,'-°'
..
Q 4-
^ a;
OA
N89°35'01 "W
---
51.66'
---
v o o
I o ,
LINE tab
9 �;
�, ► '� - ..QS I
♦ '',
B
14°11 '46"
2496.00'
618.43'
310.81 '
v
o '
I SEE SHEET
"31rn aN
`V'
°49 '42"
'
h ,
■ il
- HEREON \
2344.07 TC
_
27977 7 - �� O
TR TR 2797
�� 1�
IQ $ I
C
O1
2504.00'
79.91 39.96'
o
>. 8' �8' ' z
■II■■
■I
■
A8a
■:��
I o n �;
N46 °22 ' 11 "W
---
23.26 '
---
8' �. :�'
`� "n N
LINE
100 9
N 1
0 N52 °45 '53 "W
---
23.26 '
---
?: �, ti Z '
, .
SE E SHEET
'II�II
1 ,;
s i
6 co 0 ik 38 39
N
o N
59 LINE A8
10 � `'' m
0 N58°18 '23 "W
---
23.41 '
---
W
10'
8'
8'
�'
SEE SHEET 9
18 18'
z L,
28'
28'
^
`S
10'
28'
28' 2 R 18
V/NCENZO DRIVE i
ss'
W
a „
TRACT BOUNDARY
56' La
z a
162 18
LlNEA
�Q
62 _'
9 1 62
,0
'1
COSENTINO WAY 18 UGURIA LANE
SEE SHEET
40' 0 40' 80' 120'
THE PRIVATE ENGINEER SIGNING THESE PLANS IS TBui
JUNCTION
STRUCTURE DATA TABLE
RESPONSIBLE FOR ASSURING THE ACCURACY AND
MAIN
LATERAL
LEFT
LATERAL
RIGHT
D
D
SCALE: 1"=40'
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
STRUCTURE
LINE
NAME
A
B
C
E
L'
NAME
A
B
C
E
L`
1 2
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
M.H. 4 @ 25+68.10
LINE A
LINE A8
45'00'00"
42"
7.2'
7.1'
9.2'
42"
54"
DETERMINING AN ACCEPTABLE SOLUTION AND
JS 2 ® 26+40.78
LINE A
-__-
LINE A7
4500'00"
18"
5.0'
3.7'
3.7'
42"
REVISING THE PLANS FOR APPROVAL BY THE CITY.
811
\
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION: -L�
THE BASIS E COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST Stantec
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED 8.144829 -1955
TDA
,w,
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
r
8/27/20
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
*
Q�OFESS/ONq�
D AR
�� Ry F�
zo
No. 57835
J�9TF CIVIL
y
)4"
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
5 OF 16 SHEETS
Staff Engineer
Recommended for ! prwul oy: Date:
CENETERLINE STA, & PIPE LENGTHS
-_
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA
STA: 19+50.00 TO STA: 27+00.00
Ll/VEA6, A7& A9
DRAWN BY:
CO MS
TDA
UPDATED SD PER VALUE ENGINEERING ANALYSIS
8/27/20
CHECKED BY:
STP
Approved By:
PP
dmini
trod Engineer
09/04/2021
Date:09/04/202
--
SCALE:
1 "=40'
D r tor of Public Works
_-
7 AUG 2020
DRAWING NAME:
y �� I'� "/� �1 r P
Cit of Beauir,o;,� , u�„� ���, n� Je artment
Division
550 E. Sixth Street, Beaumont, CA 92223
DATE;
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
�,��Q
�F
OF CAS Engineering
�/
FILE NO.:
121 B
JOB NUMBER:
2042495810
ENGINEER
R E V I S I 0 N S
CITY
R CDENED J 57835Jd DATE
FOR: RSI COMMUNITIES —CALIFORNIA, LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2005SD:dwg Jul 09, 2020 - 2:38prn
v
0 a
C
-
C
C
-
-
1 E■■_
■■
■■E
=
=--=
E■■=
_■■=
E==i■E
-
-
ME=
U.
U.
=
==
ME
==
Iv
=M-
1 ==-
=_
==
MI■®O_
NWEIISMI
EEENIEE
==
FINISHED SU A
® C.L. PIPE
=
=_
=,=- ---_,___
E
C-
E --
E --
ME
=C
==
E
OE
OE
EE =1 ■
��
1 1E= ME
-- EE
EE
MEEE■■EEEE
EMI=
E
=i■=
Ei■E
=_==
E
ME
== EE
C=== ®EE
C
27+00
- CONST 297.50 L. F. 4 " C/PCP
INVERT THICKNESS OF C/PCP SHALL BE INCREASED BY 2"
OVER TH LOWER 140' OF THE PIPE f'c 5000 psi:
EE
ME
EE
EE
==
ME
BE
==
=-_
MAX
V AX= 14.6 FPS
ME =C-
=
==
ME
== =
=EE=
illE®i=E�EiE=E
-®■■EBCEM■1__
■E■■E--E ,
-®■■_--�
MEIN---
E EMI'■iME
A-
:=
29+00
30+00
=
_
===
==
==
I
C9� C.L. PIPE-MINN M
EM
•
C
EEP
==E=EM■■°TE"=
C r:
=
==
===MIME
-
_ EC=E=ME= ■■PA■■■■■
E-- ■EEC ������
=EMI=EE _==_
EE ----
===
_ ........ ®C�•--- = -d -_
E-�-----
I...- __ 0IIOra SUE
I I
-
_
=--=
E■■==
C=
-
_
------ -------
------ -------
=E E __ _
__
EE
=
_
M■■_____
1,M=
E■■=
EE
XISTGROUND
C.L. P E
EE
______Em_
EEE'
-
-._
ME:C
EMI MEW -
=EMPANEL
�� 6CeC
■■ ■®E_
MI= EE
EE
ME ----EE
-----
ME Effl
E■■= ME
E■■ _ EE
--_- --==EE
E_
EE
==
==
E■■■■EE_
N�a-EEE=
massEn ■E' E=
EmEEBENEE-Eme=
_
=E
BE
==
_ ___p_
_ ___=
E
CONST. 39767 L. F. 42" CIPCP
==
INVERT THICKNESS OF C/PC' SHALL BE INCREASED BY 2"
OVER THE LOWER 140' 'F THE PIPE f c= 5000 psi:
EEC
EE=
■a___
■E=_-
ME
___
==E
__
--
__--
--__
---
- !--
_E■i■�=
r
CONST. 50.9; L.F.
24" RCP (L = 2000)
T TH �KNESS I RCP
VmAX = 13.4 FPS
FINISHED SURFACE
LINE A 10a
18" RCP
IVAIM
C.L. PIPE
E
----
co
0 LK
X/..TT. GROUND ^i
- N
-----
__
CONST. 178.08 L.F.
18" RCP (D= 2000)
----
_----
h
--
---
■
=
==
M
ME_
—
'Wawa
tUU1■E
E
■1 _____
it■==== _
ENE
■1■E=
N
FINISHED SURFACE
C.L. PIPE
o HGL 100
WSF. = 2373.4
MI
-
- Afill
EE
=ME
ERBIUM
r�
EXIST GROUND
C.L. PIPE
EE
BE
==
=-_
E
CONST. 27.37 L.F.
• (�= iii)
-�..
---
C
--tea
--P.
-
AMM
--a-
--a-
-,��-
��--
==
FINISHED SURFA E
C.L. PIPE
_■
EKE=
EE='E
EffilmjEMI
EME911
-
-
"�i
2375
EMBER'
E
E -
ME■
am
-
EE`E
=■
EI
Q
HGL 100
IE■
WSE=
2372.0
pmm■
-_
E_E
100
-
I
HGL
=-_
I -�
---___
----__
G=
-_
--==EE_
E.
3,6'
S=0.0889
==
�_-
_
___
•.,
___=a-_=
----
•--
�L.,
a�
--0'-'
- A4,A
__-
=��
__�:__
----
----
-` -_
��_
_
==,=.1
__
_
_
___
�____
�______a^
.
_
_
___
—
=-__--__
-
--==
--_
U =CE--
EE
-__
WANE
m
=
===
E
=_===
_
_=
__
EEE
___
_
_
==
----__
_
----__
M___
_____a
` -
i
--
PROFILE
CONST. 14.73 L. . HORIZ: 1
18" RCP (D= 26,102
CALE:
'=40'
'=4'
2 28+00
3 28+96.34 EC
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
31+00
LINE A
PARCEL 1Z P.M. 34880
PARCEL 14, P.M 34880
LINE A
AS
BUILT
OPEN SPACE
102
9 10
32+00
11 33+00
TR 27971-9
12 13
TRACT BOUNDARY
34+00
1 OVER REINFORCEMENT.
trj
L152lizzi
41 117
I
SEE SHEET 16
HEARTLAND PARKWAY
NORTH
SEE SHEET 7
60'
LINE A
SEE SHEET
LINE All
SEE SHEET 7
Lu
•
co
-.,HEARTLAND F'ARKWAY
NORTH
SEE SHEET 7
2+00
L lNE A 1 0
3+00 1+00
LINE AI Oa LINE A 1 0
ALBANY LANE
56'
LINE A10
CONS7N/C770A1 NOTES:
O CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
O CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
O CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATERIAL) * O CONSTRUCT MANHOLE NO. 1 PER R.C. F. C. & WC.D. STD. DWG. NO. ivititHH22 55 21 O CONSTRUCT MANHOLE NO. 2 PER R.C. F C. & WC.D. STD. DWG. NO.
O CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 0 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.C. F. C. & * CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK)
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
40'
40'
80'
120'
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUM0NT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STAR0N
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PR0JEC1ING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
MA
1 UPDATED SD PER VALUE ENGINEERING ANALYSIS
8/27/20
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
7 AUG 2020
NED J. ARAUJO
R.C.E. 57835
DATE
DESIGN BY:
JB
DRAWN BY:
CO MS
CHECKED BY:
STP
SCALE:
DATE
01/20/17
JOB NUMBER:
2042495810
Reviewed By: Date:
Staff Engineer
Recommended for Approle By. Date:
City of Beaumont,
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
09/04/202
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA
STA: 27+00.00 TO STA: 34+00.00
LINE A10
FOR:
RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
6 OF 16 SHEETS
DRAWING NAME:
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2006SD.dwg CO
Plotted: Jul 09, 2020 - 2:39pri
glE
0oo= 11,3.7 CFS O,joo= 69.8 CFS Ow= 65.' C S O�oo= 4.8 CFS Otoo= 1.7 CFS p c 3 74.8 CFS 3 3 0,�a 8.0 CFS 3 010,7= 1.5 CFS 3
6600,— -r
O
T s-
V, - 19.6 FPS
V, - 15.2 FPS
Vim- 18.3 FPS
Vim= 15.5 FPS
is
-__
i•'
MEI..
al (��
rr►.
- 8' . 7 FS
100-
7 - 7
.5
CF
_
E_=
-
_•
�®
75.6 CFS
n 00-
75.6 CFS
_
1.1 _
V
I/4/AX=
19.4 FPS
_
V
-
FPS
_
V MAX
17.0 FPS ENI
Q
16.0 FPS
---
C
,
0i =
=
____
�
co
MA
=
___
■■■■■ co
_■■,���'�
_
'' =■■
=EEE
�..5
■■M
�' '
■■E
_WE
ii na
e
rocs
►�_
.
N /
___
_
.�
_
rr► -•
N
r MAX- c I
. r
, , .,
®
____
___
o
�E=
E
�.
w'
��
o
I_
d
'K
=
___
^
___
__
C
___�___
---
■■
_
4--
-
FINISHED
SURFACE
i
_
ii�i®�
__
�i�
.
V
-
-
9 FPS
oo
20.84 FPS
�—
_
=i®m
■E=
z
,
___
_
■i
__
=
s
i=
___
■i
___
■■
_
___
==C
---
---
—
—
®
__
MAX
_
.✓MAx=
—
---
—
--
co
—
---
co
4 ---
-
4 ---
---
---_
--
_
C4�
C.L.
PIPE
_
�__
_
w
_
o
r
=
_--
d
—
—
—
—
---
co
—
—
---
---
s *
iiiiiii■■■==_■■----
i
■I■■=■■
i=-i=ii
■=ii===■
ii=■■=
■■___
=___�____�■■�_ g-iii===ii=�■�
-
=
FINISHED
SURFACE
,
z•
d
O
__=
---
---
—
p_
o
z
�
o
\
o
--
---
___
_
=
rr
—
d
®
L.
PIPE
_
_
_�
____
``'
_
_
E=
=
___
I
_
V
_
_
__-
�__
___
_
1 _
___
_
■
_
=
E--iiiiiiii=iii====_
_
____
F/N/SHED
SURFACE
ALE
p
E_■■==_■
___
■E
E�=�E
__=
___-E___■■_
=
—
—
-
_■�---■E_-i_
_
___
_
=
Q
Q
•_
Z
V
_=EE=E
V
--EE
aid
m
~
'�
-
_
_
===_
C.L.
PIPE
23 �c
~
®
��_
MM
===
=___
=_=_
E
__■■______■■__■■__■
`''
`''
C_
-_■■-_iiii__■■-_EEE■----
I
E�
—
—_■■—■
—
V
E_
—
�'
cn
:
SURFACE
v
■■--i
—
--in
-
-
_
—
---
—
—
—
_■■E
—
—
—
----
�—
—
—
—
—_
co
---
---
•
-
---
—
—
v;
v;
_
_
_
_
_
____
'
_
co C.L.
PIP
_
''
_
a
----i
��
.
iiii-_■■--_—_■■—_■■_■ '-_
_
___
_
CO
COcn
—
c�
i
i
_
■i
_
■■-i
_
■■==■iii____
____
Ei■�_=�_i■_■
-_
=
■
FINISHED
SURFACE
■�■
I
■i_■i
�
--
,�.
s
>
>
_
—
_
I
@ C.L.
P/PE
�__-
■iii--=---■E=ii
■
■i
=■■-_iiii=■i=iiii====_■iii
��
-=_=iiii
ii
■
iiii_=■-_
■I
■■-_i_i_
-_-_-_
__■■-_■■-
_
_
-
-
r
0E=_
�'
■■
■■
iiii
■■_ ���-�
oli
i
i-
___
236
ii
-■■-iiii-■i-iiii----■i
-
-
-■■-■■
i
i■■-■i-
■i---
---
�,
-
-
-
----
---
-
_
-
-
-
-
-
-
-
---
---
E=■■=EE
___=
C
i■
-
ii
:�=
RIM
EE
■�■■�■■E�■E�EEEE�■■__/E
EE-
_-T:=E■
ii■
■
__=
•
/
--_
—
—iiii __
_ -_
-_-
-
-
-
-
--_
-___
.��
3 -
-_:�
.
-
_E,E
111111111111,
-
—■III
=EE===
---
-
_-_��i■
__
___
-
*
___r!`.�_
®_
_
-----=__
—
—
■__
Inc
■-
_
��
&
��
23 P
____
_
_
_--
_
_�
_
____
p
_
—
_
-�
-
___■■■
���__
_
g
__
_
�°
_
_
___
_
_
__
_-____
__
==C
�=
iF�i__i_- "
----iiii-i-■■■
��_
■=■■=■ii■■■i=iiii®®■iiii_■=___
_■i-■i
_
-
ii�•_ME
ME
ME
■—■i—■■■iiii.EiiIIE—E'm—■iEM—■i—=_—
.�
2J9
V.0
__=
==
_ _
=■i�i���a�i■
---
'�
,--ii—■■--il■i=
��
-
W
�_-!
�"g�
E_
•q,,,
-f,
P
e
®
--
176
___
ME
_
_
____
_
_�_
`k
-_
_
_=
��
_
C'o
1 __-
�Em���_�
S=0.0
EE■E=
®,■i�iiii====■i��c
'\�
2391.1
2_
_
--E
==�EEE=■■■■
===ii===
=__
C.
_
__
=_
_
.1
__.
_�___
___
_
_
/
____
_
__
_
_
__
__
==C
=_
���
__
■iiii■i
-----------
■■_■■
■_
iiii----iiii=■==_=_
III
-
B°P
80e
=___=
_=�—
--
--
__--__■■_■■__
i
2To
_
=
_
_—
c
=_■iiii-_
--
=
--_
o
i--E
i
ii
i_N■—
ii_
■i_____
i—_i■
��
i■_=____
C.
N
_____
i■
_____
—
W
P
-- SIM�/
GROUND
_
—
_i
—
----
—
2,
—
---
_ EX/ST.
■=
_
■iii
_
-iiii---EE—=—
___
_�_
■■_=C
_i
_
i=■EEi====■iE■�■i
ill
0 _
■■
__
I
'
s 91
oi9
iiii
EE
��
_
___
_-_
/
-
----
-
_
__
3 -
HGL
100
S=0.4301
__im
---
-
ii
d
—
C.L.
PIPE
-=__
S�0•
-_
—
�
`�
b
iii=■■=■i
�■_
iN==_iiii-_
iiii-
■■
05 ii■■i=■iii====■ii■=■i
1/VE'
-iiii■
�LLI
Q
i■�-
■
�
=■i
=___°
`�
.o
S�
_
____
��
'
_
0'
�'
__
�-
✓
i
�8 „R�2
'
`�
1 —
—
iii
__
■■C■i
__
■E
__
EE
EE■■—iiii—
__
__
E■__
__
o�•
�
6�'
■
G
_■■■
iiii====■ii
�i
��
_■■
iiii
236'
/1'
=ii=ii
___
__-
`�
��
—_—_
—_—_—_—
o.P.
—
---
���
=
■■■
■=
v
'�.
�_=
--
����___M
---
'�
��_
j
iii
-
2350
E.
2365
2365
2380
W
2380
2385
a
_
■I
—
2365
7 -
-ME
---
---
I�
--
i
_
EEEE
MEMOIN. _■EEE EEEE—
_
_�■■■■■ _
--
V
---_
��
®
—
__ ,•
ENE
--
®�
—
---
—■EEE—_--
O
—_
l/rVF
��
=
_ME
—_—_-
-
:=
—
=EE===
__�
■
��
i■■
iii=-i
z
,�==i.—EE—==■
-ii=iiii=■■—iiii—
=iiii—__
=®_
(2,
•�0
�/
,,®
o
C/P
q
-
o—■iiii
¢2�
__
__ _
��_■■___IEEE—iiii—_■■—_iiii—_■
_
_
_
_
___
_
i-�■
I=_
■I■-
_
■■—■_`P �— ��- i■�
_
C/,��
■■■—_■i ___
_
___
° 5°�
°
_
�'
■i=■■=■
c■iE■iii=■■=iiii=■■:�
■I
_-- —_ ___
im■iirgaim
S�°
MEW
I_
E■I■i
I
i■—■im-i
i■
m■i=■i
=_=
__
•Z
1 �-
l•
=■i
EX/ST.
GROUND
__
=
C
=
=
NE
41 ► �:
c-
EX/
ST.fOlp.1/pND
j
_
=
_
ii=■■=■
iii-■■-i-■■-iiii-■■-
P
>>
�i
i■�i--
E
i
ii-■i
,
I
■■I■■
EE_
=
i■
--
24"
�—
��.,
®
E
—___■i
=
CL.
P/PE
=■iiii
=_=
-----
—
—
RCP
s
—
—
—
-
—
.____iiii■
�----
—
—
---
=___
iiii■■�
Lcti
■i=_■ii■=■■=iiii=■■
iii■i��i%■ iiii■—■i��
1=
■■I■�
��—iiii■
iii
-■i--i
---
��
—
—
—
_
S=°
°___
C■i
■■= mi
■■i=_■■�li■■_iiii_=■=
5=0.017:
5=0.
i
_■i
=Ei
E
E
■ii,�i9■i�li■=iiii=■■r/
MIN
■—iiii■
i■■—■■
__
ME
EN
°
_
�'
i-■i
■-■■-■iii■_i�■/s
i■■■■iii■■►l
=
■■I■■
._■■■ii
=
i■■_■■_
__
_
__
ME
__
Et
____°
___=EEi=■■=
-■i—__iiii■■■-_iiii-i■
-
-
- Lu
s
O
___
=__EMEMIE
-==
—
---
_
Iii■■
-iii
■_ae=■i--i
_
2340
E■i
■■_
- I
ME—IEEE-■■—_iiii==■
J
2355
■-■
F—ME-iiii-
2370
3 5
C.)
—
;
_
=
-
-
=
W
=
--
m
a
=
m
W
W
=
_
_
—
___
---
W
-,
=
i
°° ■=ii
■i
iE =Et=
_
i=
iii■iii
��-iiEi■■
ME
ME
�ii
_
_■■
i
,
'c)
=i■=ii
=__imi
__
==a=
=E
_�
`'
---
■E
FL
qi=■iiMEME
z
i-=_ _■■==—i■—■i=ii—=m__— ii
_
-
--
E mu
W
h, °I1 _- -
MM
�■
=■E
-
-i
---
===E_
__
--
=-E■i==--=_.E--
o as
o=
_ =_
_
___
W
. �_
W
cp
co
h
h
y
O
y
O
O
O----iiii=■■=
___
___
imi
___
=
C
_
W
Ll
�`1 imi
W
MEE
___
O
0)
o
___
___
■i—■■ _ —iiii--■=■
m
m=
—■i—■ii■i■i---Ri
EX/ST
GROUND
i
Et
ME
_
O
iiii■■_
_
iiii==
=
mu
Lr)
Z
"�
_
-
�o
w
co
rn
o)
=__
—
_
_
_
`.
d'
_
_
_
_
°°
C.L.
PIPE
c\i
—
�
_
■■_■
_
=■i_■■■■
_
_
■■_iiii_-■=■ �._
_
_
_
d
..
—
_
_
_
-
+
—
C'
_
W
rn
,
—
_
—
_
d
_
_
___-iii
ON
C\I
_
_
_
O
_
_ MEE___
I'
-h(
_
"-
o
_
,E■i=-i
==-iiii
■iiii
=_■i=■E-iiii=iiii=-i--
*^1-
=_■E
iiii=■■■iiii=■iii
�■
•—
�-�
Et
ME
C,
i■■-■i-
-
z;
��
��
-1,,z3)
"'
"^�
`�
���`.
,c,_9(%)
—
—
_
—
Q
^,
Q;Q�
,��,,�
Qin
N_
===-EE.
E■i=■ii■-
■■_iiii=
_
—i■=■
iiii
EEMEN
EE
MEE
—
,_
En
ME
EX/ST
GROUND
iiii■■_
■
i
o
-N
a ■■i_ii
_
=
Q�Q�
QN,Q
Q�
Q�
�-
® C.L. PIPE
Q"
__
EE
cN
�,
�i
�—
E�
��.
-_
—�
E
-
ME
-
—
ME—
.-
=
Q�
Q'
=_=
97.67 L.F.
42'
CIPCP
E_=■i=EEE
-■
=Ei-
Co
cN
u)
c\,
c�
�,
=
"I
cn
cNMEP
cn
c\,
cn
c\, MP
.p.
•_
—
/
°O
=_=
INVERT
THICKNESS
OF
CIPCP
■
=
�E
Ai
ME
iiii=
-■I■=N
_
■--i-■
_
=
Q
in
i■
�___
CON'T
248.85
LF. 42"
CIPCP
=
__N
_
CONST.
89.2-".
D" CIIPCP
/
_
_
_■■
---�
SHALL
BE
INCREASED
BY 2
—
----
—
—
-`
-�
_
PROF/LE SCALE.
---
=
THICKNESS
____
___��
E_��
,_
ALL
„
_
_
-
�__
_E
INVERT
OF
C/PCP
SHALL BE INCREASED BY .E
____
��—
IN
ERT THICKNES,
Q
C/PC•_•,
BE
INCREASED
BY
2 ■I■
CONST.
10529
TF.
El
CONST.
20.83 L.F.
EEi
---
OVER THE LOWER
140'
—
—
--
----
�E
E�
—
M
—
=EiCEE
HOR/Z.- 1 "=40'
.��_
OVER THE LOWER 140'
OF
THE PIPE f'c= 5000 psi.
p
��
���-
_���
_
OVER
THE
LO
`
140`
-,'THE
PIPE
5000 psi
p
_
----
OF THE PIPE
f c= 5000
psi.
■
_—
---
=
----
EE
—
_J=
Ec
_
■I
EEEE
_ —18—
RCP 0=2000
E
18 RCP
0=2000
■
=
s•---
_
34+00
35+00
36+00 37+00
CONST. 64.00 L.F. 42"
C/PCP
38+00
39+00 40+00" 41+00 42+00
LINE A CONST. 18.32 L.F. 30" CIPCP
4300
1+00
LINE A 12
1+00
LINE A11
INVERT THICKNESS OF CIPCP SHALL BE
INCREASED BY 4"
1 INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2''
CONST. 56.14 L.F. 30" CIPCP
OVER THE LOWER 140' OF THE PIPE
f'c= 5000 psi:
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi
INVERT THICKNESS OF C/PCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140' OF THE PIPE f'c= 5000 psi.
CONSTA(/C17ONIVO7ES'
I
PARCEL 77, P. M. 34880
PARCEL 74, P. M. 34880
OPEN SPA
RY
15 Q
W
Z
C
^
c.
Q
W
=
oo
c'
co
i
`Lk,'
v
"n
12 L,
'
ao
Q
Z
V
'ZS a
z
1 W
z
L,
-4L
J
3 v
W m
z o
"
°�°
O CONSTRUCT 18"
in 15 D O CONSTRUCT 30"
12 Q ^ s O5 CONSTRUCT 42"
`- Q kll 'T O
<, �, z W 1 12 CONSTRUCT MANHOLE
�'� 21
N p CiZ) v 1� CONSTRUCT MANHOLE
N 15 CONSTRUCT JUNCTION
0 0 h
RCP (SEE PROFILE FOR D LOAD)
STORM DRAIN (SEE PROFILE
STORM DRAIN (SEE PROF/LE
NO. 1 PER R. C. F. C. &
N0.2 PER R. C.F. C. &
STRUCTURE N0. 2 PER
FOR MATER/AL)
FOR MATER/AL)
W.C.D. STD. DWG. NO. MH251
W.C.D. STD. DWG. NO. MH252
R. C. F. C. & W.C.D. STD. DWG. N0. JS227
O
W
1 CO
v V
�'—
II
q
q J
d y h 1- Q ,�
_— q X
LLI
—
h Z ti 18 CONSTRUCT CURB
INLET CATCH BASIN PER COUNTY
OF RIVERSIDE STD. NO. 300 (W & V PER PLAN)
CI) "
-
G I
:
_ . ��
���� -_ 21 CONSTRUCT CONCRETE
COLLAR PER R. C. F. C.
& W.C.D. STD. DWG. NO. M803
Crj
I
■ @ CONSTRUCT SPEC/AL
CONNECTION TO CATCH
BASIN PER R. C. F. C. & W.C.D. STD. DWG. N0. CB 109
O
N
�
�II�
1 9"W 1 * CIPCP SHALL
BE CONSTRUCTED PER SECTION
306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WOKS CONSTRUCTION
(GREENBOOK)
����__��
M
A
��
ST. STA. 41+25.64 18 62 153 — `` F . ir'
E 0
\
I
.
CBS 21, W=7.00 -5.00 �� ')
Q
:
752
SEE PROFIL
SHEET
4` fI ��
LINE/CURVE DATA
Uj
Tn
27✓ ��
16 \
��
¢2 f \
/
_
UNE A10r
C
426 EC
•"� ' •
N0.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
o
�
��
W
SEE PROFILE SHEET 1.
3 �
..
,
Z
,_ o
O
N82'32 29 E
---
680.10
---
z
2 in
4 5
6 7
10 11
12 13 id /l�lq�ChL/NE_ s, J.
^, N
©
N52'27131 'W
---
23.33'
---
U'
1 III
37'00 E h
00 SE ETB
ti ,
\ ,�'`�
©
08'07'25"
994.00'
140.93'
70.58'
;
J,
OD
93'14'10"
45.00'
73.23'
47.62'
10'
18'
18'
10'
L I NE A
^c� , ,
LECCINO w
Iv
co
OE
NO3'S4'03'E
---
5.74'
28'
28 '4Y x O
OF
N68'S9 36'E
---
4.38'
---
56'
4 ©
23'27'12"
22.50'
9.21'
4.67'
OH
03'06'04"
994.00'
53.80'
26.91'
MONTOOMERYPLACE ti
SEE SHE:: ;: RA PLACE • \
O/
4532'49''
22.50'
17.89'
9.45'
@
N38'54'19'W
---
22.81'
---
18 62
STRUCTURE DATA TABLE
,,,AJUNCTION
MAIN
LATERAL LEFT
LATERAL RIGHT
D
D2
THE PRIVATE ENGINEER SIGNING THESE PLANS /S
STRUCTURE
LINE
NAME
A
B
C
E
L.
NAME
A
B
C
E
L'
1 RESPONSIBLE FOR ASSURING THE ACCURACY AND
JS 2 0 37+53.58
LINE A
-__-
A10
45'00'00"
24"
5.6'
4.3'
5.0'
42"
40' 0 40' 80' 120'
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
AS BUI T
- -
EVENT OF DISCREPANCIES ARISING AFTER CITY
- -
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
SCALE: 1"=40'
O
AV,
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
TDA
,w,
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
-rte
8/27/20
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
`�
w
Q�oFEss/oN
9�
�D AR
F
G
z o
No. 57835
s� CIVIL Q
,, c
*
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
7 16
OF SHEETS
Recommended for A r
Staff Engineer
val BS: Date:
-�
CENETERLINE STA & PIPE LENGTHS
-_
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
L/NEA
STA: 34+00.00 TO STA: 43+00.00
LINER Al2
STA: 1+00.00 TO STA: 2+08.09
L/NEA All
STA: 1+02.51 TO STA: 1+23.34
DRAWN BY:
CO MS
TDA
UPDA TED SD PER VALUE ENGINEERING ANALYSIS
8/27/2o
CHECKED BY:
STP
Approved B
PP y
A inist
a ' Engineer
09/04/2021
Date:
_�
_-
SCALE:
1"=40'
it ct r of Public Works
_-
7 AUG 2020
DRAWING NAME:
City of Beaumont Public Works Department
Y P
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE;
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
o�*
OF MO
�/ _. '
FILE NO.:
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2007SD.dwg C
CU
L
0)
£
6 a
Jul 09, 2020 - 2:40pri
0 00= 54.7 CFS © 0oo= 38.0 CFS Q oo= 20.1 CFS 3 3 0 00= 0.8 CFS Q oo= 9.5 CFS 3 Q oo= 16.7 CFS CFS 3 20.6 CFS 4 6.7 CFS d, 4.7 CFS 066,0= 14.9 CFS Qf,, 17.9 CFS ,.,
�i �=
=
=__=
V, =
9� �S
_x'_38.5
,
V, 15.8 FPS
=
mi■�
Emu
NEE
Mal
ME=
V,uax- 38 FPS
■I
Kw- 2.7 FPS
■■m
=■■T
'
_■�_f�
-
■■MI
im
■■■■M■■.■■■EZIEMAI
ME
•�■■■
=
==_=_�_�_ ME
..2
FPS
•".8
FPS
---
V - 5.9 •
V
= 12.2 FPS
�EMEME ___
=
_.
___
_=
___
___
=_
M
IV�� MEM miip
I�■E■■■��
augum
im
___ _
_____
-----
_--
__
---
-
-
-
-
-
---
-
—
---
---
---
_
0 loo—
65 0 CFS
3 _
_
____
___
_
■■
___
_
___ _
___��___
_
___
___im_m�
_
_
_m.
__
_
i—EE
_
m_
__m_
_
_
_ ___
___
_
—
■■EI■�
____
____
Q
,�—
—
66.6 CFS
I =q=_M=B
I
____Er ■■
—_�
_
EE
_____
a
____1
__
______
_
-
3 ---
---
-
-
-
-
---
---
-----
----�°---=i,
V
>3.6
FPS
■■■____
---
---
/ \\
_
---__
■■■�_■■
-
-
■IE
-
-
-
-
IEEE
---
---
ME
----
----
MERE
-
-
■
-
-
■■■
-
-
-
-
■_■I■■ ■■■■■ ■■
-
-
■■
-
■■FIEF__
-
---
---
_■■
--
—
---
V uax—
-
18.5 FPS
_
----
--
----
====MEME
_■
---
■■C■����
��
\
.�
■�■�CM■
■�■■=
p
=II
■��■
■===■■�■■��■■■��
=
��
oo
===�
---
`.`.`-`.
/
_===
RN/SHED
SURFACE
—
—
—
—
o� `n
—
—�
----
��E
11VHS
11VHS
C/L CB -1f75 -
Niz- %
SHAFT
121/HS
■___■■-■■■■■■iE
11VHSH
===� ��
/
_
®
C.L.
PIPE
■
■■�■�■■
■�■■
-
-
--==
-
■-■■
-
j
■■=■■-■i
-
-
=
___
____
FINISHED
SURFACE
=
_
o,
=■■-■i■■____■i■
,�
�,■■-■■
-
*�■
•
---
----
C.L.
PIPS
Q
—
—
—
—
----
----
°j
—
■m■■
—
�'
N '
■ ■■■■■■■■
---
—
■i■■_�■■EXIST.
—
—
■F
■p
GROUND
■■■■_■■
Z-
■■■
o�
■_■■=■■■■ ■■
E_�
/
�■■IEEE■
-
-
/`
zhc)■■■■
-
--- -
i
_
_
__==
_
`�,
=_
__==ME
_
C.L.
PIPE
=En
m
Q
ME
_
_
_
ME
==C
2393.98
ST STA.
2393.52
ME
Zt
`�
'
---
■■
^k7
�■
■i■■■
m_■■�■E■■
■■
■■_■■
■■
/
■■ __ ■■■
�_
■■
■■
_
■■
^)
'
■■
■■
_
■■m■■■
h
■■
_
■■--_
___
__-
=
♦
=
�_
__
�-
_
_
_
_
_
I
Mb
—SEEM_ ===
,
2400
G�E=■■
■■MEME
=_-E
���
��_■_
■=_■�
N
2400
====M■
=
tip'
WEE=E■■■M■
==�_■_■ice■■
pr
um
Q ■■=■�_'S
�■
=
,�===C
___ �
�
�
�'—__
__
IN
/
■
-
E__---
---
---
Et=
■
_
FINISHED
SURFACE
s^=
iaM
=MEN=
—
—
FINISHED
SURFAC•
�-
�_
C=
---
I
—
—
—
_
---
___
1133H5
��
-
ilE
m■N■—■■
■■ica■■C■■■■E■■E
m
® C.L.
PIP.
=�s
® C.L.
lPE
■■■
Et
■■
ME
\
E,,fi ■EM■---.
�.�
o
C.L.
PIPE
---
4 --
----
_
--�—_
—
_
_
____
r
Q 0/
----
____
-
--'—
_�._
_
_
---
—
---
___V
_
____
■■
\
—_
_
23• :
GL
00 ___
=_==
--
_
7.44 AmmEE
��■===�c===�
HGL
100
���
=
__==
_
=_�■�■■■ia■■-il
=
=
=
_
===
---=-0,
Wy
\\
SE=
�_���-ffill
1 1,4
�`
��■
=®li■■�
..J�■
.."=
--,_
_
\
e Effi
__
389.8
.C
__
-
�.
_�w
_��■■�■■■■MAP=�1
-
_
�N
_.�E
_._
=
1 ME
_
_
=_
°�
='==■il■�
_
\
___Maly"'
_--_
E—
_ii -----------
___==�°sF
B.O.P. ral
_
_
----
-_---�._,,.
�-
-__
_-
-
,\J
_��--
/
HGL
101
MEEME
ME
=
HGL
100
«�
_
---
---
---■■—■■
\
WSE=
2389.
• :=
°''
�__-.
.,=
_
---_
--
O
----
9 ma.
\
__==
----
—
=
_
E
=
l
—
----
2388.3
•—
-'—
--
--
=
----
----
3 I
�_
F.
—
=
WSE=
2413.8
=
HGL
100
■■■■■■E
—
=
—
_
__=
-
-
_
•�■■m
�-
'�
•
'
■■_■EM■---
_
__=
=_
G
5 6
\
_ _�
5�
MP
S=0.1143
i =_
`
---
-
O
0 o
��■i�
�1
■■-■��■---
r
-
——
li=1
—
- - ---
—
—
—
---
.0
V
\5
NTICAL
2392.5
2387.0
'�
►
Q
0 Q
—
'
—
NE
IPCP
■■=■�=�■■■■N
—
—
—
—
—
-
—
__...a—
1 \
o—
---
---
_—
---
---
— B.O.'? —
—I
I ME
rte=
/5/
illEmEREMEME
----_
U~
■■■_■■_��
—
—
—
_==
B.0.P.
��'
=__===_
=\
== _
HGL
100
rsP:�E!! —
'®'-
��
-
=
="
WM=%===�
-
_==
\
1�
"
0 ®
M��
_==
I
o.—�
===
=
�
0 1
_
=
�
�=
_
�
__i
==
24 10
`�
■
385
=
=�
=
I
30 2390
2390
Q
-
—
O
—
2400
.4
—�
I
�.
�.
-v
=
_
_==
=�B
`moo
=
_
=
_
85 =
s���
I
I
=
—
—
---
o
—
-
—
---
---
EX/ST.
GROUND
I
=_ --
��
05 O
•o
_
---_—�
■E---■■�■■■��■�
=_=_=_
==
"
���
y
�_
_=
\
OR
P Ge
=_=_=_
C.L.
PIPE
=
==
`Sow
A
—
-
---
---
02 �,o o
v
8--
5'�•
■�_ ►
-
E
LNRcp
����
,0
Gee
iii
-
I
h
=�■=■E=����______
fS
����'
E_
-
563
4aAs
2.398.6
'
\
___
�!
■■---■■■■E ■■
_==
_
----
—
■—■P—ps-gp
■■—
---
1 ■■
■M
ism
i'm \
—■■_��
f
p•
E
----
■■■■-_-_-_-_■■■
23817
\
--
■
N
i--_-
-
-_--M■-_■P
■■i■■
ME
■
■■
—
-_
T.O.P. ■
■-__--_■■■■■■■■■
-__
■■_■■
iI
—
v
---
——
—
63 —
---
—
—
—
—
--
■■■■■■��
■■�■
■■
IEEE
■
il■
■■■■—■■■■ ■i■
I
■■■■■
,
__ ■■
IEEE■■■
Et
ME'
_
_
_■■
&..
q
—■■
��-o
6'—=■=■_■_
■■===■■■■■■■i■■■
■■■■■
■■
\
E=
■■■■■■
■■■■-
■■■■■■■--
li-
■■■■=_■i■■====■■■■
■■■■■i
��
INEA
I
\■■ ■■■■■■■■■■
____ 18'RC3
4P _
■E■■■■
IEEE =■
EMO=_
--_-As=
I
I
■■m■■—_■■■■ ■i■i
■■■■■
_—
■■m_■■■■
\
=
■■_FF■■_■■■■■■i
__
_=
,
■E
■■■■■■_
=■■■■
Ir■=■■_■[N
I
ONE
■■=_■i■■ IEEE
■■■_■■
■—■■_
■■_■■=■i
=_=E
. QXXA(8>�,.d
C
��
`—
,
— cV
e6 Q ^ h
A, ��
■�
i
B
��
=
ti
- ......� v
62 CONSTRUCT SPEC/AL CONNECT/ON TO CATCH BASIN PER R. C.F. C. & W.C.D. STD. DWG. NO. CB109 �� : — '�j•
25 E TRACT BOUNDARY
N /•-�
r te
* CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS _
24 '-
G ---------
CONSTRUCTION (GREENBOOK)
j!����
f
lV
ca
/0
o N^.,� ^z
Q
TR.27'71-10
.4 --_
�, X O' 15 Q. Q
16 _ �c�c��� _
LINE/CURVE DATA
c� i :j? _
v� CS
18 19
Q e ,�� 0��
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
IZI
20 L. �
OA
NO3'S4 03 E
- - -
19.48'
o
�'
V = �� oG �,
/ 22/
©
N52'2401 '1N
__
34.43'
__
1� o 0
-i.
0 +
a
o 0 6r�.0�0
x x o; 24
©
N65'00'19 E
---
18.83'
---
�, Z
18 �� c�
W
Z co
Q. O p �� �� I
,,
OD
12'42'15"
853.00'
189.14'
94.96'
C) 12 L INE A J
II
o
N46'55 2514/
---
41.02'
---
2 12
OF
08'1550"
2087.00'
301.02'
150.77'
©
N48'41 55V
---
40.04'
---
OH
44'39'52"
22.50'
17.54'
9.24'
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
O
N45'12'13'1N
---
30.82'
---
RESPONSIBLE FOR ASSURING THE ACCURACY AND
AS Bill
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
T
40' 0 40' 80' 120'
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
SCALE:
= _
1 "-40'
811
AV,
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION: VAD
THE BASIS E COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98, 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
VAD
_
REVISED PROFILE OF LINE A14, CB; 19 V DEPTfr
Sta ntec
25864-f Business Center Drive
Redlands, CA 92374
stantec.com
SEAL
-
*
Q�OFESS/QN
9�
�� J • AR qG F�
`�
z
No. 57835
s CIVIL Q
2,.
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
8 16
OF SHEETS
Staff Engineer
Recommended for A rovcai a Date:
pp �'
REMOVED CONC. COLLAR AT STA 1+07.50
-_
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA
STA: 43+00.00 TO STA: 48+57.99
L/NEA 13A 16
DRAWN BY:
CO MS
VAD
LOWERED SD TO CLEAR WATER AT STA 48+09
CHECKED BY:
STP 09/04/202909.335-6120
Approved By: Date:
a
i istra
Eve gineer
TDA
,�,JPDATED
SD PER VALUE ENGINEERING ANALYSIS
—
r„
8/27/20
--
SCALE:
1 "=40'
D `
�j
c o of Public Works
_
DRAWING NAME:
ri..`�, _ ��,_�,._ r,__
City of Beaumont, r-uulic. VVur Ks ucpartment
Engineering Division
9 9
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
F 7 AUG 2020
��*�
OF MO
FILE
NO.:
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
Q
o
0 0
N
0 Cu
Cu
a)
s
L
d
L
ID
O
o
CM
Cu
Cu
0 Cu
al
U
d
Cu
ID
0 Cu
0)
c
CU
L
m
6 a
cn
£
a
v
N
0 0
Cu
0 3
15 CU
0
M
EE
MEffliiiffi
m
E
ENE=
m
=,.._,EmmE
32' 28'
CONST. --0.48 L.F. 36" CIPCP - -
INVERT THICKNESS OF
CIPCP SHALL BE INCREASED BY
2" OVER THE LOWER 140° OF
THE PIPE f'c= 5000_01i_
=__=
EXIST. GROUND
___
___
__
____
_
__=
_
___-_
-
_pp_-
__
-
_--_
-----
_
___-_
_
_-_
_
___
_____
_____
____
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVE THE LOWER 140° OF THE PIPE f'c= 5000 psi.
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140° OF THE PIPE f'c= 5000 psi.
•
==C=
CO
-____
a__
=____
___
_____
_
__ =
_
--
---
___
C
C
M
--
---
--
_
__�
_=
--
---
--
----------------
i___on______0__ __
wirlICZIErm7IITTTIK.TZI
Mr I I MEV I
MAC IMLEMLU'IL1
=___
30 ______
_-
---
_EM
-_ _
_-
____
--
-
--
_--_
CONST. 10 1. 08 L. F. 36" CIPCP
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2"
OVER THE LOWER 140° OF THE PIPE f c= 5000 psi.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
JUNCTION STRUCTURE DATA TABLE
STRUCTURE
MAIN
LINE
LATERAL LEFT
LATERAL RIGHT
D 1
D2
NAME
A
B
C
E
L'
NAME
A
B
C
E
L'
MH #4 i 1+51.53
LINE A8
A8a
45'00'00"
18"
5.2'
4.8'
5.4'
LINE A8b
4500'00"
18"
5.2'
4.8'
5.4'
42"
36"
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
TDA
Res
UPDATED SD PER VALUE ENGINEERING ANALYSIS
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED J. ARAUJO
R.C.E. 57835
DATE
56'
CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT 30" STORM DRAIN (SEE PROFILE FOR MATERIAL) *
CONSTRUCT 36" STORM DRAIN (SEE PROFILE FOR MATERIAL)
CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATERIAL)
CONSTRUCT CONCRETE COLLAR PER R. C. F. C. & W.C.D. STD. DWG. NO. M803 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R. C.F. C. & W. C.D. STD. DWG. NO. CB 109 DESIGN BY:
JB
DRAWN BY:
CO/MS
CHECKED BY:
STP
SCALE:
1 "=40'
DATE:
01/20/17
JOB NUMBER:
2042495810
Reviewed By: Date:
Staff Engineer
Recommended for Approval By: Date:
Administrative Engineer
Approved By: Date:
Director of Public Works
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
/ HEREBY DECLARE THAT REVISIONS
CONFORM TO CURRENT PROFESSIONAL
ENGINEERING STANDARDS AND PRACTICES.
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE A8
STA: 1+00.00 TO STA: 10+49.19
LINE A8a
STA: 1 +02.33TO STA: 1+34.65
LINE A8b
STA: 1 +02.33TO STA: 1+-17.68
FOR:
RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
9 OF 1 v SHEETS
DRAWING NAME:
FILE NO.: 3121B
V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2009SD DWG 1O
L
0 a
O5
v
>
O
a
N
CU
N
N
LL -
s
v
N
O
cn
I. 400= 66.9 CFS © 3 o oo= 37.3 CFS \
77.5 CFS CJ'i�a 52.1 CFS 0100= 33.4 CFS Qioo= 24.5 CFS
�?ioo= 19.1 CFS © Q,00= 14.8 CFS 3
ov=
„-
„-
•
'"
■■■■■■M
V, - 10.6 FPS
■■■■■■■■■■■
\ __
__
VMax— 11.9 FPS
■-
V,Nax— 10.5 FPS
__� V,, - 16.3 FPS
■■■
V, � 13.2 FPS ■■■__
---
___
---■�A■■■'���
10n.8
CFS
W
_____
=__
�s
I ���.•_of
VMAx= 12.0
F-�:==
_
__
_
_
..
__ __
-
Vnr
12.9 FPS
=
_
—
Q
= 1 +�
PS
-
V - 16.3
FPS
____�
►
\�■M11
�C j.ILS2Q.
x-
---
MAX
.
MAX
-__
_
--
7;__
_
__
__
_
__
__
___
__-
___
r/.�.
___
:
—
—
—
---
m
N
—__==
.,EM_
r7
tb
S3
_
_0
—
°o •
rn
¢
__
__�
Z
°�
Z
__
__��___■■
___
•
=
co
N >
��_ -...a >
co
>
___
co
> r
> r7
>
r7
> r
> o
co
>
co
co
¢
r7
¢
r7
P
P
_
q■
¢
-
¢
■�_
_
_—
Z
___
■■
■
__
�■
=
■
Z
Z
__
__
��
_=_■C _
r_
■��■
Z
Z
,
=
■
rn
■ ■■
=p=
•Zd-
z •Z •Z •Z
'
Z
_>
Z
.—
■■—■■___
�
_
>
pp
>
N
>
=
,
r7
,_
i-
r`�
__
--
___
__—
�_
pp
, _, r7
__—_
_�.__
____
___�
�_
co
,-, r7
-�
___
---
�-, --
� N
N
�-,"t
� N
.
N
---
___
_
Imi
•
Z
Z
•
Z
(/)
N
(n
N
O
O
r7
O
ME
E__
EMEM
_��__
__
IN
MEE
O
00 r
_____
N
O
COCO
N
CO
+
d
N
O)
+
d
I�
___
+
0 +
+ I�
_.�__
__� MEME
+
r7
is
+
I�
+
CD +
N +
+
CO +
+
+
_
—
CONST�35.34LF.
__—_
C�
_�
.�
__
I�
N ---
__�
____
t7)
--
-_
___
N
_
+N�
+N+N
■■
■_■■■
ME
■■
■_■■_■®!■■■
e
■.____■■w.c■■■____■■_
■
■■_■■___
■_
■■_■■_■■
__
_�■
=E
O
N
a
��
N
_
--
.6
R +
.
0=2000
(
)
_
¢
¢
_—
_--
¢
_
¢
¢
In ---
-
—
---
—
¢
In
.__■
•—
¢
---
¢
¢
¢
¢
17 ¢
r7 Q
r:
¢
d
—
—
-
-■
I�
r0
•
■■
- _-1
U)
N
__■■____■■
~
PO
■■
■-■■
■■bid_■
€-__-■o/.-q■
~
a
■
P
WN
■■
■■■
r7 I-
r7�
r7
r7 ■■
■■-__■■-■■
¢
•
¢
¢
¢
■-■■■
(n
N
N
(n
N
___
(n
N
N
_
(/�
()
w.�____
■-_q■
(n
N
___
(n
N (n
N (n
N
(1)
N(/)
N (n
(n
N
N
N
N
N
N
cn
N
CONST.
44.15 L
F.
42"
RCP -=
M
ii -
1..=
ME
CONST.
110.48
L.F.
36" CIPCP
=_=
____
=_=
iE=_=�
_-_
_
__,
_-_
_
_
x__
1200)
_
(D=
■
INVERT
THICKNESS
OF
1 CONST.
320.72 L.F.
30"
IPCP
M
,
NST. 215.58
L.F.
30"
CIPCP
CONST
95.66 L F
■■p■
ONST
32.32 L F
CONST
15.35 L F
■
■■■■■
. . .
.
. .
. .
.
PROF/LE SCALE.
===
=
C_
CIPCP
SHALL
BE INCREASED BY
■■
INVERT
THICKNESS OF
C/PCP
SHALL
B
INCREASED
BY
2"
INVERT
KNESS
OF
C/PCP
SHALL
BE INCREASED
BY 2"
24'!' R
P (D= 2000)
p
18" RCP
(D= 2000)
18" RCP
( D= 2000)
��
��_
_■■
��=
—_—
��—��
�_
2"
OVER
THE LOWER
140' OF
—
HOR/Z.. 1"=40'
OVER THE
LOWER
140'
OF THE
PI
f
c=
5000
psi.
_��_
��.
/ R
THE LOWER
140'
OF
THE
PIPE
f c= 5000 psi.
I
p--
�
■■E■■■■
'■__
■■■■■
■■■
■■■■■
VERT.. 1 "=4'
■
THE
PIPE
f'c= 5000 'Si.
■
i
==■■
1+00
2+00
3+00
CONST.
4+00 5+00
101.08 L.F. 36" CIPCP
6+00
w� -
7+00
:+01
9+0/
1+00
HEARTLAND
PARKWAY
NORTH
SEE SHEET
5 W
14 o
INVERT THICKNESS
OVER THE
LOWER
OF
CIPCP SHALL BE INCREASED BY 2"
140' OF THE PIPE f'c= 5000 psi.
0 - v
i \e0 h .
L
I N r A8
�w
c)
4 0
0°3)03
8 /
0 k
Q
Q
-
LINE
13 oo
A 8a
��
LINE A 8b
O
60'
a
Q
Q Q ® %
2 AL
BANY
LANE
I °° � O 0
co QQ o
5 Q ��
7 Q
Q Q O
oo
��
1 b
v V
Q % �,
O .
o
I Q
?,
32'
28'
- o©
3 ��
��
�,
W
�,
W
�� �.
'
MATCHL/NE-
STA.
3+50.00 — LI zz
1 "
W
"C
co
^
'--0-,. ^
•Ni:
10'
22'
22'
s'
vJ
NO
3 Z SEE
RIGHT
O N
SIDE I ti JJ�^
)
J
-al
II v
V�
.
V
I'
II V
3 i^^
- J
J V
J h
II V
~ 03
O
o o ,�
•
O
,,
Co, t�
Q,
0 0 0
a
o
h o
Q=
IN
oo
- Z W °�
28'
28'
N
©
+
I
N
co
I�
Z J , N
II
28'
28'
I;
Q
II cb
3 i
---
'
h
m rn 3
56'
O
'�, T
504.24
N
00 I
56 !
°01 '27'E
b
w
o
z
�, .� WINCHESTER PLA E
(nr-)
�; LITTLE
ROCK PLACE ®
I
®
N38
�-
—34.65'
---
_
a
O
O
J
U LINE
A8
.
o..
j
�1.1
---
17.68 ---
i
W
J
^
3 4
O cs:
o ,
o ® �'
�� 21
00 CONSTRUCTIONl�l�lF ®®
��
��
83 01 7
►����
�':
83.65 „� ,-.�`--
---
I
'27"
_
oA : .
®®
O CONSTRUCT 18 RCP (SEE PROFILE FOR D LOAD)
k-
N38°01
---
31.70'
---
HEARTLAND PARKWAY 1
- o
/� Q
L I A
N
O
N51°58'33"
---
14.73'
---
NORTH
SEE SHEET 5 3
18 /,` V
62 O2 CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
O3 CONSTRUCT 30" STORM DRAIN (SEE PROFILE FOR MATERIAL) �7
O4 CONSTRUCT 36" STORM DRAIN (SEE PROFILE FOR MATERIAL)
JUNCTION STRUCTURE DATA TABLE
O5 CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATERIAL) MAIN
LATERAL LEFT
LATERAL RIGHT
D
D2
12 CONSTRUCT MANHOLE NO. 1 PER R. C. F. C. & W. C.D. STD. DWG. NO. MH251
STRUCTURE
1 LINE
NAME
A
B
C
E
L'
NAME
A
B
C
E
L'
THE PRIVATE ENGINEER SIGN'',6 THESE PLANS IS
RESPONSIBLE FOR ASSUP';4 THE ACCURACY AND
MH 4 1+51.53
#
LINE A8
A8a
45 00'00"
18"
5.2'
4.8'
S.4'
LINE A8b
450000"
18"
5.2'
4.8'
S. 4'
42"
36"
14 CONSTRUCT MANHOLE NO. 4 PER R. C.F. C. & W.C.D. STD. DWG. NO. MH254 ACCEPTABILITY OF THE DESIGN HEREON. IN THE
18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 40' 0 40' 80'
120'
EVENT OF DISCREP ,,JCIES ARISING AFTER CITY
APPROVAL OR ''JRING CONSTRUCTION, THE
PRIVATE EN' .olEER SHALL BE RESPONSIBLE FOR
DETER • G AN ACCEPTABLE SOLUTION AND
REV ' , THE PLANS FOR APPROVAL BY THE CITY.
21 CONSTRUCT CONCRETE COLLAR PER R. C.F. C. & W.C.D. STD. DWG. NO. 41803 SCALE: 1"=40' @ CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R. C. F. C. & {f. C.D. STD. DWG. NO. CB109 11 DESC'RIPTION: ES
811
.....AV
/
Know what's below.
Call before you dig. STAMPED
BASIS OF BEARINGS:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52"E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST BY PROJECTING 0.5 FEET ABOVE GROUND.
U-448-1955
ELEV: 2448.129
TDA
,g
UPDATED SD PER VALUE ENGINEERING ANALYSIS
8/27/20
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
��DO
i�
-
Q�OFESS/QN
9�
J • AR�G F�
z
No. 57835
J�9F CIVIL
y
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
9 G
OF y SHEETS
Staff Engineer
Recommended for A ovu, B Date:
App y;
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE A8
STA: 1+00.00 TO STA: 10+49.19
LlNEABa
STA: 1+02..33TO STA: 1+34.65
L/NEASb
STA: 1+02.33TO STA: 1+17.68
DRAWN BY:
CO MS
CHECKED BY:
STP
Approved By:
nistra
ive //Weer
09/04/20.0
Date:
_-
--
_-
SCALE:
1"=40'
c o , of Pubic Works
)
DRAWING NAME:
City of Beoumo;,t, nii��'iii� �'ork� Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
M�
DESCRIPTION
APPR.
DATE
o���Q
OF CO
-
7 AUG 2020
FILE N
3121
.:
B
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
N D J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2009SD,dwg c
CU
L
0)
£
Ti‘
a
Jul 09, 2020 - 2:42prm
cu
0
3 Ooo= 15.9 CFS Ooo= 19.7 CFS 3 3 Q00= 11 4 CFS �r. Qoo= 19.9 CFS 3 3
13.7 CFS 16.8 CFS 8.7 CFS -, ov= 11.7 CFS Qioo= 7.2 CFS Qioo= 10.3 CFS Owe= 14.2 CFS 3 Qioo= 5.2 CFS Limo- oo= cov— ,
V 14.5 FPS
1 V 16.9 FPS
V, = 9.7 FPS
V. - 13.8 FPS
�E
V - 11.7
FPS
_
�C�
V - 12.3 FPS
V - 10.6 FPS
V, 2.9
FPS
=����C
-
IP■*1
�I4X—
Ms1.Y—
-
�_��_
/
=CM=■
MAX—
MAX-
MAX—
-
,r=
--���
mil
--
V = 15.9 FPS
-
V - 11.2 FPS
-_
-
-
-
-
VMAx-
12.4 FPS
-
-
VMAx- 13.2 FPS
--
---
-
-
-
---
---
-
-
-
-
-
--
-
-
---
-
__
--
9�
MAX
■
C
MAX-
�___
__
-
_---
-
_
-_-
■_■_- ■�_
■_
�_I
■■�
■■
C'■_
--
'�--- --
-
,
-
----
-
---
_
__
-
__ ■___
MEMEME
(SHED
SURFACE
C �_______ ® ____
=C
EXIST. GROUND
■
■
■
■�� ■
■
■■
NI_
C.L.
PIPE
■
---
____
6'
C.L.
PIPE
-------
=
=p
_
e
_
■■�
'.
+I.
-_-_---_
_
_
—__
_
_
____
___
_
i
E
_
NI
ME
o
__
--■■i_
_
=
_
—__
o
■
o
�.
■_
___
=
__
■
I
__
i_ME=�C
__-
\•
rn
>
_■■■_—C_=___-■____
`\
■
�O
���—
■_=C=■===_m—__—
,
d'
____
=c=i===E__—m
si
■C=�■■
I
i
=
,,
=_�■■___
__
`
__
_■
_
_
—:
h
■■
=i
�
�m�
_
__
■■I
■
E
si
I
3 Nj
I
06 N
I
-
/ —
CB /29
cp
N
—
"�
op
o,
Q
II
1 —:
-�A
C"
r�==
BULKHEAD
_=
=—
h
==C=
--
___
____
_
—
___=
_:
__
__
C
2.5,51.Jt/L; b
,-`,4 ,3n
-
L
C
C
___
__
/'R 49:
v
___
_
=
=
C=
I
___�____
_
_
M
_
g�
Mil
-
__
_
c
__
®
_
_
__
a
"�
Z
Q
—___
ti o,
=_
___
a
____
_
—
___
___
___
/—
)
___
__
f
ffim__
___
___
_-
__
__
h
•
_
_�___
__
`�
'"�
_
_
co
_
co
�__ ___
■
a
,
rn
rn
i E__■
I■=
I
I
V
V
"�
C===�=___
��■=
U
N
-
____
`\ 6.38'
"
`1
"
I
"
11 \ `\
2308.6
h
FG BEHIND
THE WALL -
11 0'�
WATER
p11 11
I
n
J
\ C /
\
QUALITY
FLOW
2'5
0 \
\ \ 7,_6_. 1 I
\
• > g0 I
N
N
ST
11 "
c'a'- `\ I
d
72" C/PCP
PIPE
\
4.67'
30 WATER QUALITY OUTFLOW
\
6.50'
PIPE (LINE A0)
.. 51 '
2304.6
ELEVATION VIEW
4 H
7.83'
11.7. `�'
SECTION H -H
LINE A
72" CIPCP
K
BIFURCATION STRUCTURE DETAIL
60 `\ I
-i i-
_I I I
I_
M. H. NO. 2 (MODIFIED) 16' WIDE
,
N. T. S. ACCESS ROAD `0
N-
N
, I
I I
I I LAYOUT LINE I
N
I , I
`�
d -
I I I
FIELD CLARIFICATION Q�0FESS/pyq�
\
'
I HEREBY DECLARE THAT REVISIONS
�o A R
F�
N
J LN
9 �� G
PLAN VIEW
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
CONFORM TO CURRENT PROFESSIONAL
ENGINEERING STANDARDS AND PRACTICES.
,
4(
c4, 0 O
z
No. 57835
52 SEE SHEET 3
SCALE- 1"=10' 52 HEADWALL LAYOUT
EVENT OF DISCREPANCIES ARISING AFTER CITY
9 FEB 2022
N.T.S.
APPROVAL OR DURING CONSTRUCTION, THE
40dasp Jl CIVIL
9TF
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
NED J. ARAUJO,PE DATE OF CO
DETERMINING AN ACCEPTABLE SOLUTION AND
RCE 57835
REVISING THE PLANS FOR APPROVAL BY THE CITY.
811
NAV.
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, LA 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
SLAMPE44U-44 8-1955
TDA
,A,UPDATED
SD PER VALUE ENGINEERING ANALYSIS
Stantec
25864 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
JB
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
10 16
OF SHEETS
Staff Engineer
Recommended for Approval B Date:
PP y
�
--
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
TERAL S AND DETAILS
LINE A8c-L/NEA8i
�o
.
'Dr
QftoFEssioNq
•R
q -1
z O
No. 57835
CIVIL P
�qT �.
2 4-
DRAWN BY:
CO/MS
CHECKED BY:
STP
Administrative Engineer
Approved By: Date:
--
--
--
SCALE:
1 "=40'
Director of Public Works
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
F OF CPS\F
FILE NO.:
3121B
ENGINEER
R E V I S I 0 N S
CITY
JOB
20NUMB NUMBER:
N NED.C. J 57835 RAUJO DATE
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2010SD,DVG L
O
15 a
O)
v
5,
drS
cu
a
(U
(U
a;
0 s
CU
01 I
n
O
A`1=1: r,.- 1
-_��_
�_
__----m===
=_= ElUE_EM
__________________p-====_il__=
i
MEEm
=
=
ElimmE
THE PRIVATE ENGINEER Sh;giNG THESE PLANS IS
RESPONSIBLE FOR ASS' '.,ING THE ACCURACY AND
ACCEPTABILITY OF T"',c DESIGN HEREON. IN THE
EVENT OF DISCP"-ANCIES ARISING AFTER CITY
APPROVAL Or OURING CONSTRUCTION, THE
PRIVATE F' c4NEER SHALL BE RESPONSIBLE FOR
DETER' ,oIING AN ACCEPTABLE SOLUTION AND
RE' ;SING THE PLANS FOR APPROVAL BY THE CITY.
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
TDA
BY
MARK
ENGINEER
UPDATED SD PER VALUE ENGINEERING ANALYSIS
DESCRIPTION
REVISIONS
T
APPR.
8/27/20
CITY
DATE
NM:EM E _ME®®
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED J. ARAUJO
R.C.E. 57835
7 AUG 2020
DATE
DESIGN BY:
JB
DRAWN BY:
CO MS
CHECKED BY:
STP
SCALE:
1"= 40'
DATE:
01/20/17
JOB NUMBER:
2042495810
=U=
_=NE=
____MME =E=
MMI
__ 6
- -- --
m M6 I
=I=gA=======___�____—= NE
r�1I==== ___ _� i==
-I=_===_______________ i==
=I=_I=====____-_-___-= i==
=I=CI=== ====_________-- ---
= I_ I==______ ________= i==
=-- _mi=m=======iliEMmimm
Reviewed By: Date:
Staff Engineer
Recommended for Approval Hy: Date:
�� minis�tra„yve` Engineer
Approved By:
Date: 09/04/202
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
1 FOR:
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LATERALS AND DETAILS
L INEA8c-L/NEA8i
RSI COMMUNITIES -CALIFORNIA, LLC
m. IIIIIIEI A
_=MIS- _=MII=
____Em- =
ra
---_ rip N-
=mg====II memiI=
mii me
w;
G� ====II II=_mmoulm I
S
--_E
---ww���.11�lwirl �w� _ --wwL�s.rs� ww_ _
SHEET
10 OF 1 v SHEETS
DRAWING NAME:
FILE31 21 B
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2010SD DWG y: talrigren
a
CU
CU
Plotted: Jul 10, 2020
139.4 CFS 3 0 00= 125.0 CFS 3 0 0= 14.4 CFS 3
400°°: 139.4 CFS 3 4°00°:
140.6 CFS 140.6 CFS 1,�= 131.0 CFS- ob= 9.6 CFS
4 `•'
U.
■
*'
I■■■MEE■■
. `'
E■■■■
EMI
■■E■■■
MEIN
■EEM■
ME
=MEN-E■■■
1■■■_■■_■■■EE■■
pm
M■
pp
=
=EEC
-
- -
--
--
-
_
V -
16. � __ � _ _
�-
-
x-
-
17.4 FPS
=
-
-
-
-
-
=
-
---
-
V = 20.7
M JJ!L
V=4.50'
==-_ ^
■■■
^
===ME=■■■■■
�"
��
■---■E-E■■■E
=_ME===MERE=M■
E=E■===■■
FINISHED
SURFACE
E
Q
E_
■E■E■�■i
■■-__--_■■■■E■■=■
___
_
■■■■■■■■-■■■■-■E■■�■■■F-■■--
---
_
_
-
E=
Em
■■■E
_
___
_
■■
__ _
��
-■
-E
_
�-
___ _
__
■■E===EEE
___
_`_
---�
■■_--■■_■■■■=■E■■=■■■■■■■___■■■E_=■==______■■
_
_
___
_
IiE-_E=_■E_, TA. 1+18.05 E.C.
■■■—■■
—
—
—R■E—_—RE—REM■
--
-
1■E=_==■ERE=■■
—=M
Ei■E—_—
E—E■RE
�,
mo o=
m�
15.47 /NV
T
1 5+31 74
2316.43 /NV
`_'
^
E■
■E■■■■E■■_
■■E==■■ER■■■
MIME
■■M■■■=M■RE=■
■■■■_■
E=
_■■■=g■■■E
1■E=_=E■ER■=_■■
^
2312.34 /NV
■■■■_■
E=EEM■■■EM
STA. 6+68.6
2322 40 /Nli
• 'TA 6+731
STA. 1+27.2
2336.12 /N'
====_=
_,
_
_
1■E==_==MERE=_■■
o
__■■
_EE
Q
Q
;
E—£ERE===M
ME
ME
_q
EEM■E■E■E
-
■E---EE—■■kit,EMEMEME■■E—MEME—E
--- - - -
o
P-IIM
- --- ---
R
---
—
-
y.
O
C
- � C�-
--
N
''-
^
IEEE_==■■___■■
^
^
E■
E=_E■EEE
■E__=_=_RE=__WEE
E
EM
q ME■■M■E■■=
■■=_==ER=R■■=ME■■=M■■E=E■E==E
E==■■EE=■
1■E=_==■ERE=_■■
E=M
Ei
E=ERNE
■■■
■
REM■
■E■M
■ME==E■E■■■■ENE■■EE■■E=MERE=E
�_
■Ei
iE==M■E=E■■■
E
■■E=MEE■
E■ER
�■
■E
EME=E
■M
I■E===■ERE=ME
_E
_
M■
■
■E'ER
EE
■■E
_
■
ERE
__
■
J
_
___
_
—
___
—_
—
CONST.-126.64
L.F.
-
.,
8 CIPCP
—
_
!E
_
---
-
=
»
-
___
MEMI
___
- - - E
---
CONST
188.3/'
L.F. 48"
CIPCP
-
CONST. 366.86 L.F. 48"
C/PCP
�,�
--
E_ 2" -•
OF
CONST.
159.83
L.F.
18 RCP
(D=
2000)
-
---
---
-
SHALL
BE INCREASED B ;Yit 2'
-
mlE=game
--
-
INVERT THICKNESS
CIPCP SHAL
BE
INCREASED BY
-
�-
--- ---
___
PROF/LE SCALE.
INVERT THICKNESS OF C/PC'
INVERT THICKNESS OF CIPCP SHALL BE
INCREASED BY "'"'
'
EFER!!
=�EE
OVER THE LOWER 140'
OF
TH:
PIPE
f "
5000
E
E!!=
I■E--ME-=_EE
c=
psi:
�_�
=
HOR/Z. 1"=40'
�_� ���
OVER
THE LOWER 140'
+F
THE
f
PIPE c
si. P= 5000
e,
�_�_�_�_
OVER THE LOWER 140'
OF
TH P/PE
f c=
5000 p.51.
C�
_--_
=iE===■E_■I
VERT: 1"=4'
__� ____�_
■E==-=EE===E■
■■= ==_
—_
E
E
C===���E
�
C
1+00 2+00 3+00 4+00 5+00
LINEAL
v
—
6+00
I,
7+00 8+00 1+00 2+00
LINE
gyp. P�RP\L
,
3+00
Ala
��.�
CONSTRI/CDONNOTES
N.,
\
\ i'\ 1 a
EASEME
wir.
2p
TR. NO. 2797 -8
LINE Al a
A>
N
O1 CONSTRUCT 18" RCP (SEE PROFILE
N,co C:)
C> % O6 CONSTRUCT 48" STORM DRAIN (SEE
` 1@ CONSTRUCT MANHOLE NO. 2 PER R.
FOR D LOAD)
PROFILE FOR MATERIAL) *
C. F. C. & W.C.D. STD. DWG. NO. MH252
\si
LINE
•_ I E ",
•
O SEE PROFILE HEREON
20' DRA/NAG£ EASEMENT
-&34(e,---,
-` 18 CONSTRUCT CURB INLET CATCH BASIN
�-
PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN)
�
e
NN
N �
, OO ,
`
rt
��
(, ARCEL 19
N
. �v
� �� 4
�+' RK
O
TO THE CITY
f
�\ • m v +
N
" sk 2 CONSTRUCT CONCRETE COLLAR PER
_ ` O
62 CONSTRUCT SPEC/AL CONNECTION TO
®® O *CIPCP SHALL BE CONSTRUCTED PER
O SPECIFICATIONS FOR PUBLIC WORKS
10 R. C. F. C. & W.C.D. STD. DWG. NO. M803
CATCH BASIN PER R.C.F.C. & W.C.D. STD. DWG. NO. CB109
SECTION 306-4 OF THE STANDARD
CONSTRUCT/ON (GREEN BOOK)
\ \
a O
0,
\
�! �� a �,
-is
_-4144.41....v. m."1"%lfto%
�ii� •
0 16 QUEST' '; � �, �- �
N
LINE/CURVE DATA
I
\ c/
y
`, S+ 4, O
m o BOT 16 EST' "- !,. �•�� %
/
I
'
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
y
pco z
Q �,
TOP 48" Si— 320.88 ��
A
N10'22 13 E
---
8.87 -- —
i
,, �� _ _ c,, �I
�_4
�F -
,
�,,
- � IS
i
© `���
©
5020'45"
45.00'
39.54'
21.15 \
+ •
iN
�_ •
�J
��
\
s �'
I o \�� � I
��11\�
I_I
■r_-_
� �i� -
1�
�� i
C
O
2746'27"
606.00'
293.76'
149.83'
,
, % o \
O
�
�mo1-����
' :-� ' \
0 .,
132'56:30 E
---
49.35 2
��
_/-
���
'37"
\
�3 / `:
—
lis
,� ��� `� \
OE
03'18
696.00'
40.21'
20.11'
\
`J'
11 f —
,- ,
\ �I ��!'\ \ ,
\
-
MIME
�� _ Q. ••—� .,.
_ (.2 c�i
OF
22'05'02"
696.00'
268.26'
135.82'
\ \ LINE AO
_
4 —��
— .=
��
'`S `
8��O
'9N
�� � SEE SHEET 3
"� ��Ib�``�
- ;
hFq,P `
©
N26'40'11
---
5.99'
,
��
•���
y ,j'ik\ k Ir
- -OD
OH
30'4233
22.50'
12.06'
6.18 �pj- ° \ \ J/
`
I V` �.
- „'
-- 0Q,F
• \
_ -
E.E■Ir��
I
- - ilTq
h
Ott
1 - -
I - - - - - ,, A '' Z
O/
15722'44'1/
---
130.45'
---
oko 1_ ' .-• o
\
_
— — -7L-1
W \ ��� '�\\
O✓
36'0307"
22.50'
14.16'
7.32"
°! ,a ,���• ; ! \ \ \ \ , \
PARCEL 14
CAUTION!!!
EXISTING 16" HIGH PRESSURE GAS
\ \
TR NO 27971-17,:c, \ �*A I \ V-- \
\ ��`� \ \
V
4) � b On o \\ \
O y \ , \
\
fo
7 DAYS PRIOR TO THE COMMENCEMENT OF WORK ON THIS JOB,
QUESTAR SOUTHERN TRAILS PIPELINE SHALL BE NOTIFIED TO
\\
16" QUESTAR LINE co o \
\ 1 \
\ \
\
a Om a, 496 \ \ , \
O0�7 �p �Rp • \ ..t FORCE MA/N PER -PARK \
, a �11r* Oi p \, \\ SEPARATE PLANS 1 I
s.. - . . • I - \ \ \\\ \ \\ `.
ARRANGE FOR AN ONSITE INSPECTOR BY CONTACTING QUESTAR
OPERATIONS CENTER AT 1-800-261-0668.
CONTRACTOR TO POTHOLE AND VERIFY LOCATION, SIZE AND
4„ \
\ \ \
I A O _ ; \ \ , - -
I - \ -
VANDERBIL T WAY
-
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR THE
ELEVATION OF EXISTING LINE PRIOR TO CONSTRUCTION.
AS Bill 7
ASSURING ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
ARTISAN PLACE
L I NE A I
EVENT OF DISCREPANCIES ARISING AFTER CITY
40'
0 40' 80' 120'
APPROVAL OR DURING CONSTRUCTION, THE
- -
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
- -
DETERMINING AN ACCEPTABLE SOLUTION AND
SCALE: 1"=40'
REVISING THE PLANS FOR APPROVAL BY THE CITY.
811
\
Know what's below.
Call before
®
/
you dig. STAMPED
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52"E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
U-448-1955
ELEV• 2448.129
VAD
AM
REVISED INCREASED WALL THICKNESS TO 2"
8/27/20
Sta ntec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
„
16_
OF SHEETS
Staff Engineer
Recommended for approval Hy: Date:
TDA
=UPDATED
SD PER VALUE ENGINEERING ANALYSIS
8/27/20
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINEA 1
STA. 1+00.00 TO STA. 8+00.00
LINEA Ala
STA. 1+00.00 TO STA. 2+62.65
�o
*sf
R0FESS/0N91
D A
J R9(7
<(/
z
No.
ocwI835 \P
DRAWN BY:
CO MS
�
--
CHECKED BY:
STP
Approved By:
�. ►.
Administr ' e Engineer
Date: 09/04/2021
__
--
_-
--
SCALE:
1 -40
Di ector of Public Works
_-
--
/
7 AUG 2020
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
9 g
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DAT
�1
or cp,\F
FILE NO.:
3121
B
ENGINEER
REVISIONS
CITY
NED J. ARAUJO DATE
R.C.E. 57835
JOB NUMBER:
2042495810
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2011SD,dwg N
m
E
.73
Plotted: Jul 09, 2020 - 2:45prn
tv's=125.0CFS = 125.0 CFS = 110.6 CFS Q oo=76.4CFS = 64.9 CFS Qwo= 49.2 CFS Ql = 18.D CFS Q1 = 16.2 CFS Q = 11.5 CFS 131.0 CFS 3 131.0 CFS 3 114.8 CFS = 100.5 CFS = 93.0 CFS = 93.0 CFS � -5.3CFS 3 �
�=
�=9.0CFS
ov=7.5CFS
E__ "!`=.
V, 18.3 FPS
_
vim_ 18.8 FPS -
Vow= 16.6 FPS -
V, 12.1 FPS -
V max
17.5 FPS • .,v
Vow-
132 FPS
p
.
-��
-
p��
►
7.4 FPS
Z
VMAX=
17J1-FP
VMAx= 20.8 FPS
VMAx= 20.0
FPS
=
VMAx= 13.9
FPS
_
,�,,
=
16.5 FPS
,I.7
FPS
VMAx=
9 2 FPS
=
1.3.6 FPS
=_=
per-
=
MEME
___
II_
■
_
=
'
Q
N
=___■_
■
-_■■___
-
■
■■
-
--!
-
-■1
_
_■____
_
_
__
=
—___
-■■-■■
■-i!
-■
■
■
■_■!___
_
___■■____■
_
,i■■_■■i■■■■=■
J
�-.
_si
=lm
_
----_■■ ■■
_--_—
_
____
----
_
`'�'
- ST ST t 1 *48.51
_
�. �
_
E
ice■■=■!■i
-
MERMEN
ME
_
■-■i--
_
__
_
■____�
____
_
___■
_
_
_
-�
_
-
FINISHED
SURFACE
-
—
corn
=_■E
_
__
o
!
-
_
—�
=3
--
_�
—
-==-■i
------
rn ■--■■------■
-
-----
----
—
—
---'—
----
-_
-
FINISHED
SURFACE
-
-
-
---
-
Ui
----
-
--
-
-
-
-_-_
-
---==ME
TiQ
C.L.
PIPE
_
_
_
-
----
■_■■=■!■i
-
■`����E_
�l
E
---
■----■
----
-
—■
_-
-
-
■—!!
-
-_
■
l
■■—_■■■■■■■—_■
—_•
En l
r
PIPE
■■
■■!
__
__
'
.�_
r. �. /VC
'+000
=14+J
—
e
Q
O
_
____
___ __
____
�_.._..�
_=■!—■■—■!
=■1
_
______
______
_
II
ME
_____
MEMEME_
-
FINISHED
SURFACE
____
__
_--
- --_■!
,
,________
___
-
„
r,.
=____--
-M-
■■_-
MEEME
-11M-
=ME-
@
C.L.
PIPE
-----
c)
MIME
_MEMEM
_
-
--
-
-
-■!
_
-
-
-
-
-
--
--_-_-_-_■■-_-_-_-■____■■-■i■!■■i■■!■■-_■
■-_■!-�4�.
■-_■i=
_■
=i1
■!
!■■-■■_■■■■■-_■!-
■!___
_-■!-_
-■!
a■■_■■-_-■■-■i=■■
--8
_
�
FINISHED
SURFACE
---=
_
-
.
■■-=■i=■=■!■■_j_______
_-_-■
==_■i=
p
_
@
C.L.
PIPE
!
_--
_
_
■1
■i■■=■i===■i=■i-■!
= ■____mI
-
p__
■
=--=
'-■■!■■-■i=
_
-
__
_■i__=_=_=
_
_--_E!
■■�■�■
■■■■E_=_
_
_
-�
-_--
-
_
.J
_
=__■■
-_=
___
__
__
_____
-
---_
===
■--■■___-
i
____
_____
==.E=1
====
—
—
--
____
-
-
-
-----
i
----
�oe
■_■�
�0
\■■■■■■■=
6 1
-
GROUND
■!■■_i■
■■■■_■■___■■_---■!
-
-
----
■_■■■■
-
■_■■!
-
■—___■
---
—
—
—
2 ,:
1. 0.
-
. -
L
�e
--_—__—■■_---■■!■_NE0-
M�
___■!_■■_■!
!■!■!C■■===ME____Mt
,'
�.`�_..
_
�,.
H`
�n
�EM
■E=EEffii=
_EE____■MME_■■!
" C.L.
PIPE
M■■_M■
„90
.6-
2 0
0 ==■
_
=____
=_
____
—
_
_
0 WSE=2342,9
=
,5c3,\
9.0o.
Q,
,.,.—z
..c�
____
—
—
!■!■ A
___
__=
=—
e����_s
��----
■_■'���
_
■
�==]I■====■
__■
�
-■!
__
_
_
��■■-■
!■■_�■
■I
�6
■
��■�
WS
-2342.
■I
s��=�
,�
0?
=
��
_
..
_■�■�==��E�'
-
i,
_
M
MEmEM
/
EMEME
,_,
EMI
I
1 �!_■■_■■_
----_-_----_
233
=
`'
-
8 `■1
_
---
-__-
_
----
=
•
'
_==_■■
■
■----
�
=
Wit—
_
i!■■■■_
===
rI
0?
---_
-
'
_
_II_
B.O.P'
KG,,��:
_
_■=■i
�
�-
__
�•
_____
_____
_
E SHEET
_
_
_
____
�'e�
MEME_
_
_
__
EMEMM_
��3
°O
=__
____
-
= __
___
____
__
r
HGL
=
_=_=
W
�
��oni
_
=
0629
2`
=
-
��a___
_
HGL
---_—EE----
---_-
=__-_■_
--
0 _
-8
I ■■!■■E■E
—■!
S=0.3548
fPR
5=0.2282
=■
■■■
■!■■■
■■
n
!
I
.62/?..9
6 _■
-
-
-
—
=■I■---
---�
_—
—I__
—
c�
—
EI•E
238
—
_
�i
■_■
_
■■_■!■
■_■!■■_■
I
/
S=0'°
",F
■■1
—.._E_-mo=qi
_■!_
23 M■■i■■■■
HIM
''
1 �N'
I
Q •
_
,
r.
_■■=_■I
�'0.
—
=_=Em
—
—
_=�
d
0. ,36.4
■�
�''°c,�
(
■i��1■
�.'-!_�1
2325
W
=_
■E.MM�N=�
■■■■•
■E
MEE
i�_Ei
B0.P
2. ,■
ti.5,\oe
�'
e&
I
2335
NIT
4,6,A, _
-
-__=imq
-■
'SEEM=
W
!■!=■
!=
I!
!=■1
o
s=0.0104 ��=1�l�
-
■!■!___
-
-
-
_■!
!-
-
-
■
_
!
-
■=
-
!■!■■_
-
-
o
�,�
'�
��
-
-
o
--
-
_
-
i!
■!■■
_
--
■!
■i
■
■!■!
°
351
■■
■!■!
■■_■!
■■
l
_
=
'.
M
Al
d
S
`f'
!■■■■■■■
&
T°,���
?
■!
!■!
kr)oz)
■=■1
■■_■■�_■
_
■■■■
■■
■—■
A1�
■
■!
■
!!
P`
��e
,■
■■i■■■■
_
s■
__■■■■!■■!®I
LINE,
r
__—■
■■_■■,_■
=II
!■!■■_■■
■■_
RCP
i
s=00192
■
E
_
M■■—■■i■■■■—■!—
■■!
■
■
__
■■
■■
■■■■■
►,
,$'
_
�
=■1
_@■■■!■■
—■!—■
lilt—■�
■■_■■_■
■—■! i
—
■
--
■■!■■
■I■
__■
■■E�_■■
■■—■■■■_o®`i■!■■
—
—■■■
I■■
■■���■■■■■!
—
■■—■■■■—
—
----
—■■
—
—
---
---
—
—
—
—
—
—
—
—
'L
—
—
—
----
——
—
—
—
----
—
—
—
—
----
——
—
—
—
—
—
—
S,o.o
-
---
--
—
—
—
—
---
—
—
—
—
——
----
—
—
—
—
MEEMIE
—
--
—
-
TCHL IN1
—
—
—
—
—
—
—
—
—
—
—
—
00 ___i!■■
a
■!■■_■■■■■1
_
C■■—■■■■!■■—■!
5-0.0
__
• ••_z
!
-c■■!■
■■!■!
■■■_■!
■■!
=■i■■■I=■I■
■■!=■!=■I■
■I
■■_■
Ii"Fq4b
_ __■■_■■_■
__
_■
■■■!
■!
■
i!
■■■1MI_
■■
■■■■■■■
■!
!■!
■■
■I■
■=■1
_■■
■
!■■■!■■■■!■■■s
W
■■■—■■ii■■■■!■■
■■!
--
—
—
-----
—
—
—
—
—
—
—
—
—
____=■■__
=____=
1 ■=■!■F
■■=MIME=
_�
__
_■
I\
PMI=■■■IMI■
_■■_■
■!■■_■!_
■_!=■■=■Ii
^
!■■=■■=
MIME
=■!_■!
■_■!_
/
==■F=
_
—
--
—
2315
iM■=■■
■■_■■■
■■i■F�■i■ice■!li■i
°■ice
■■=
■==ice
i
2325
■ice
■!ice■
2325
i:■■�
■i ■
■i■■
_
W
�,
5 END P/F
_---
-- 2334-16 INV
r• -r4 4 i n/ 77 nrn/A, nun, -
, __
O
"�
END PIPE
E
El
IA
MEMMir
ME
-
LLI
-IM
h
-
i
irmm=
Em
iE
_
_
_
_--
__
__
-_
____=MMM=
h
C\
N
___
___
______
____
_--
__
p
�'
C---
t
_
__
__
-
__
_
mi
___
_____■■_■■_■■■■—■■—■■■■
O
__■■_■■=■■■i—■■—■■■!
_Ell
_
u)
N
z (‘1
--_
m
—■
=
■_
_
_■■
_
■■EMEME
_
■!
_
tiI!■!
■■
2340.50 INV
_
■■—■■■!
___■■—
__
■■
_
■■
_
■■
■
_
■!_
_
p_
__
_
■■■
_
=i
=
■■
C
o
°3
_
■■—■!■■—
______—_—■■—■■—■■
■—■!_
_i!
rN
,^,m
--
,•N
_
�_N-
■
,_
■■!
i■!
ANI 9961,
_■■—■■
■■■■—■!—■I■■i—■■
_____
___
___
_i!_■
v
-
'
,_
2334.05 INS
STA. 14+32.
01 _,
co
MEMEM
MEME
___
_
y.
=ffiE__
_
_
N
MEE
•
IMEME
MEME
__
_
_
_
_
____
-----
_
_
_
_
■_■!_■-
_
_-
■■■_■■■■■■■_■!_
-
_
-
_
-
2335.49
-
-
-
-
---
---
---
---
N
N -.N
O
O
--
^ •*.* h
�'�
.,
�,
h
-----
=____■■_■■_■■
_____
N-
=■■=■i■!■■■_■!■■=■■I
■■ ■■____■■=IE=EE
■—■!
!_■■
■—
_^o;^ ■
■!_
!
_
_
___
_
_
_
_
_
N-�%C,,
_
_
_
Q
____
C
■=■i=
Q
N Q
N
N
Q
"7 1
'
'
"�
"�
Q
"�
■_■!__■
_
N
■q■__■
-
■
■
N
i
_■■=_■i=■■
■
i■
1===
■
■■■■__■!_
!_■■
-----
-
-
_■
_
_
___■
_
__
=
u)
_
-----
____■■
■!_■■
..
N
_
-
I.
186.62
!
_
M.
■!■■■!_
■
CONST.
197.67
F.
48 CIPCP
CONST.
281.41 L.F. 42 CIPCP
■i■
■
CONST.
L.F.
36' CIPCP
—
_
_
-
-
_
INVERT THICKNESS OF CIPCP SHALL
BE INCREASES
B
.____4p_■l=gp
-----
3 PROFILE SCALE:
=
INVERT
THICKNESS
OF CIPCP
SHALL BE INCREASED
BY 2"
---
�
INVERT
THICKNESS
OF
CIPCP
SHALL BE INCREASED BY 2''
--�Em
����M�=
CONST. 76.44 L.F.
CONST.
15.56 L.F. 1
1 CONST. 26.56 L.F.
—
HOR/Z.' 1"=40'
---
--- 4
,
---
_
OVER THE
LOWER
140' 0
THE PIPE
-
f 5000
...
.___—
__=
OVEN?
THE LOWER 140'
OF
THE PIPE f c= 5000 psi:
_ _
RCP
OVER
THE LOWER 140' OF THE
PIPE f c=
5001
=
c=
psi
18" RCP (D=
2000)
■■E_=
_ E�
_
MEME=
18" (0=
2000)
VERT: 1 "=4'
18" RCP
(0= 2000)
8+00 9+00 10+00 11+00 12+00
13+00
14+0000NST. 68.17 L.F. 42" CIPCP 15+00
1+00
1 +00
LINE Al
INVERT THICKNESS OF CIPCP SHALL BE INCREASED BY 2" LINE V / 40' OF THE PIPE f'c= 5000 psi.
A I c
LINE A I d LINE Al e
..a ST STA. 15f04.12
�/�% �.'%%�/V
NOTES-
18 - 5 , .' \ v Q CB/ 1R, W=21; _ V=4.50'
, 2 ;1 ( 3 Ol CONSTRUCT 18 RCP
(SEE PROF/LE FORD
LOAD)
As_Bui 18
_, /
��
% ���`$
16 15
' ��;�
N
�� 4 N n 04 CONSTRUCT 36" STORM
��, C31
mm z O5 CONSTRUCT 42 STORM
���'N � ,� "S.- 06 CONSTRUCT 48" STORM
DRAIN (SEE PROF/LE
DRAIN (SEE PROF/LE
DRAIN (SEE PROFILE
FOR MATER/AL) *
FOR MATER/AL)
FOR MATERIAL) *
- v m
, �' �•' 3 N
� Cn •
\�A v j- - �` CONSTRUCT MANHOLE
• 1 > cS
. • 'c
I/ II .���� 0 14 CONSTRUCT MANHOLE
NO. 2 PER R. C. F. C.
NO. 4 PER R. C. F. C.
& W.C.D. STD. DWG. NO. 01252
& W.C.D. STD. DWG. NO. MH254
cp
�\ _ ^^ ►�� �� ��� ��' � 1 ``.
LINE 1r 15 CONSTRUCT JUNCTION
STRUCTURE N0. 2
PER R. C. F. C. & W.C.D. STD. DWG. N0. JS227
�� �•rr�ii-rii� ' `\' A 1 3 SEE PROFILE SHEET 16
" I
° �, LINE 1 e > CONSTRUCT TRANSITION
CO • 61 A
�I O
STRUCTURE N0. 3
PER R. C. F. C. & W.C.D. STD. DWG. N0. TS303
\
3 SIN
C 1 �'`�_'
•
�.� - �.r ��.� ,1114+14.
1 18 CONSTRUCT CURB INLET
A
CATCH BASIN PER
COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN)
•
�� -�- •
A� *CIPCP SHALL BE
CONSTRUCTED PER SECT/ON
306-4 OF THE STANDARD
___�_�
OO �'
o' I _�� � ��� � „ � _ -
\� `\NE HEREON
I ROFILE 80 SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCT/ON
(GREEN BOOK)
-- �l�`, SEEPROFILE.
3 XO — TC
�b' 4 18
I ' - 44 66 2
7 P� e EON ` 3
LINE/CURVE
DATA
23:42.6:611:
,`' L\N' HE- Arc 10��3 64
NO.
BEAR/NG/DELTA
RADIUS
LENGTH
TANGENT
PROFILE
°' ^►
6 1 SEE \.\N PROFILE HERE. �'�� Sig STg T� g SINE A11c
0 3878'45"
696.00'
465.40'
241.78'
41/1 1 SEE 68 1
61 TC ' \ \ 2344 5900 UNE
©
94 29'36"
45.00'
74.21'
48.67'
6 2344
, 3 ♦��
`P
,��� !�� t� ,1+00 �:
©
N09'44
30jE
---
17.68]
---
22 c)
V 3
1 +�3' ,4. �
��
D
OE
N65'1530
1N
---
28.29 ---
Q' r. W ST• STA. ,A, TC C1 W
10,
3�
O
N54'44
30'E
---
75.32'
---
a 27971-8 18 CB# 2.344'4j ,� W
�R N
W Lw O • 62 EC
5 z
OF
86'06:39''
45.00'
67.63'
42.04'
♦ 3 1 +3
I�
©
N08'49
54'E
---
78.05'
---
\
7.3 cT` ,
\:
�
k, B qr
, ci,W
H
071722"
530.00'
67.43'
3376'
` N � � — — —— BC
-- 12+89.67 ,\
-
JUNCTION
STRUCTURE DATA TABLE
♦ ¢ iz �
TRACT BO/ 0A
-U-7 � ; -
MAIN
LATERAL LEFT
LATERAL RIGHT
D
D
�$ r �� _ r
A- co
STRUCTURE
LINE
NAME
A
B
C
E
L
NAME
A
B
C
E
L
1 2
lJ%
— — I `2 v �` ��
M.H. 4 12+84.47
LINE Al
LINE Alb
450000"
24"
5.8'
5.6'
6.3'
48"
36"
— Z
_
ul
� \\`' n
17 T. S. 13+59.20
LINE Al
Al c
45'00'00"
18"
5.0'
4.6'
5.3'
LINE A 1 d
60'00'00"
18"
4.0'
3.5'
4.9'
36"
36"
�, o i ?� �„ 6
JS 2 @ 14+32.67
LINE Al
Ale
68 29'18"
18"
3.3'
1.8'
2.9'
_—__--
— - m ^ o v
39 ? o �, 2
oa
.7
THE PRIVATE ENGINEER SIGNING THESE PLANS /S
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
TR
38 NO 2797- /
00 o
,-- rn o 0
TRACT BOUNDARY Ni-- D -3..
z
-1.
0 4 40' 0 40' 80' 120'
37 13
34 1¢ VI
APPROVAL OR DURING CONSTRUCTION, THE 35
36 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
LINE
NO 2797
' , V ✓ SCALE:
Al
1 "-40'
o
si /
Know what's below.
Call before you dig. STAMPED
BASIS OF BEARINGS:
DESCRIPTION: -�
THE BASIS E COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
U-448-1955
ELEV.' 2448.129
TDA
FA"
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
._
8/27/20
Stantec
Business Center Drive
Redlands, CA 92374 909.335-6120 stantec.com
--
SEAL
-
Q�OFESS/�Nq�
�� ) • AR qG F�
a
z
No. 57835
,re CIVIL �*Q
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
%2
�+
OF 1 y SHEETS
Staff Engineer
Recommended for A oval is : Date:
pF y
CENETERLINE STA & PIPE LENGTHS
-_
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
L/NEA /
STA. 8+00.00 TO STA. 15+50.00
L/NEA ic-A 7e
DRAWN BY:
CO MS
TDAEN
UPDATED SD PER VALUE ENGINEERING ANALYSIS
CHECKED BY:
STP
Approved By: �.
�.
u►•
istra
,ve q,neer
Date: 09/04/202I
-� 25864-f
``�
AND AS -BUILT FIELD SHOT @ STA 13+58.21
�
8/27/20
SCALE:
1 '=40'
' ec o of Publ'c Works
_-
7 AUG 2020
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
F OF MO
FILE 0.
3n
21 B
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2012SD.dwg CU
L
0)
£
d
a
Jul 09, 2020 - 2:45prm
13 cu
0
=_=
-
I'm
_
=
_
-
-
-
_
_
_
_
__MM__
ME-
_
_-_
_
_
Em_
_
_
_
_
__
_
-
Im=0
_
__
_
_
Effl 1=M
=__=
E -_EM
_--===
_
= M _
__
MEMEN
=
==mm
ppii
__ _
-
_
_
E==
_
=_=
_
_
-__
_=
_
_
_
-
__m_
_
--_
MENE
_E_=
ME
_
_
H.
ME
_
_
=
=-=
E--
2 ii_
--
_
_
===
-
_
_=-_
EVim
mmwl
_
__=
_
,__=________
_
---_-gad
-
---� '____
_
_
_
-= Z
im-21MIN
MIAMI
mim__e
_
_
___.%PwasEE
N-� MIMEME
LI.III=mi iiias----- -_--
_ E_E' iii PFAMME I IIMPPIENE--- nia=MPE ---
-- iimomm
_
__
IEEE=
___
__-
NEWS
_
_
_
i==
_
_
-"�Pgra®MIE
MMM
_----_-
i
-_ ____ _ ----__
_ _____E_
=
_
=
___=
_
-
___E
_
===
_
_
-
_ _
_
_
KA
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
_
E- -
_
__EM_
_==
__i
_
___
_
-__
_
__
_
_
_
_
_
_
_E
_
_
_
___
_
_
C=H=
_
_
__-
_
__
_-
=,`�ZL=
LA i�
_-_ ___-___
_=_-
_
_
_
CONST. 320.06 L.F. 36' CIPCP
_
_-
_
NIEL
EASE
C
CC
== 1
_---1
mmmig
Effi
iiEEM
i
M
��
ED SURFACE
@ C.L. PIPE
2370
=
__
v
MMM
MMM
_
_
H:IMAM
-
=
_
_
iVa.r r/!
-_
i
==
_
_
ii-MMMMMMIMMMIM
-
ill-- _M
i-iM
i -
-
a____
_
_=_
_
_
_
_
-
-
C
PROFILE SCALE:
LINE/CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
BEARING: N 27°39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUM0NT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STAP0N
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE 1826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
TDA
TDA
MARK
REVISE MAHOLE STA, RIM ELEVATIONS, STREET
UPDATED SD PER VALUE ENGINEERING ANALYSIS
8/27/20
8/27/20
BY
DESCRIPTION
REVISIONS
APPR.
CITY
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
DESIGN BY:
JB
DRAWN BY:
CO MS
CHECKED BY:
STP
SCALE:
DATE
01/20/17
JOB NUMBER:
2042495810
Reviewed By: Date:
Staff Engineer
Recommended for App I By:
Approved By:
n of Public Works
Date:
noineer
09/04/202
Date:
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
CITY OF BEAUMONT, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
STA: 15+50.00 TO STA: 22+75.00
LINE Alb
FOR:
RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
13 OF 1 6 SHEETS
DRAWING NAME:
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2013SD DWG By: talmgren
a
Plotted: Jul 10, 2020
--
=1. CFS t25 CFS © 45.4 CFS 18.8 CFS 16.9 CFS 9.7 9 S
Vo0—
Q,„=
Q,00
0100
O,o=
._�■___�■■NE .
20.1 FPS
VmAx -=
15.9 FPS
27+40.89
TC, V=4.45'
'S
NE
, = 15.3
FPS
M.
L
VmA - 9.6
FPS
V,w= 5.5
'=E■■E_�■■■
■■1
�
1 OUND
IME■■EM■■1.
,V
21.0 FPS
®.
'IPE-)'
-
_,E���•��■_■■
�_ �_�_�_
AX
_ _11===II
_MEE
_M_EE�
EEI
EE
=N■
=EEIE■■ENE=■■NEE
IE=■■-==EEN■
■■1
E
r
_--N'/■iI■===■■M■■EEE
==IEEE=■■■■_-�
:-■
--HEELS==9E=
.=
E
■■■
EN
■
EEIEN■EI■■■
ME=
IE__I■=N€■■=■/NEE
■■1
=E■
o
1 -
___Via=
la, ■■_IEEE=NE■■
--I==E=■■■■_-E
-■
-=■■IL!=EE
I■===IE===■EI
--
i■■1
------
---
EE
EEE
N
E
=■■■Ei■EE■E■■E■ --__IE___IE-EEIE=■iMEE
--IENEIE■■iw_-
■
--EEILM-EII
IE=■■=_=
ENE
■PM
-
-
-
--
57 STA. -
?389.46
��� =
--
---
-
---
-
--
- ---
T. STA.,
389.78
MEM=
■■■E
1-24.89
---■■
--■
S=
■
--E■■L�-�\�
_ _=1,
E====iE--l■■_R-■■EEN
__
��-
IE-■■---EE-IN■■1
IE--E■E-EEIE
__
_
=
_==
_
i
Q
__
___
_
Q
■■___■■---EEI
(�
�
■--=■■1
���
E
NNEI
MEE=■l�NI■EIEEI■aE-
ENIEIE-■E.■EI
E=EMILIE=
■■___■■-EEIEE■IEEE
==
IE=NEIN=IEN■RE
ME'
_
E-
IE-IEEE-EEI■PE
N
EIE-NE-E■EEEa■■Imme
■■-EEIE=■iEEE
_=__II=NE-II■■E■
■
■-■■■
--IE---NEI
E
=EEI
E---■■
2377.5
■■--- .1di
`
.�
I■==IE-_--■■■
■-_-_=_■E
_
EXIST.
GROUh'rJ
�__
B.0•P•
E
-
■ii■
r
■■■__■■--_�
■IIP-__i
■■1
■■
'
�____
�
II
�_
��_■■ -■MM
—__i■_—__■■—IEEE
___
--
--
---
'4
—
_
�
z
---_■EE.M—_■E■■=_■
---
----
=
ai
-
�■
-
_■■�
�
C.L.
PIP:..
___
—
■■NEENN_NENEI
-
-
---
■__=■_■
---
-
-�
NISHED
SURF'
/
-
--
---
E
■EEN
r
EIN=Ei��N__
•
EEE
—
—
__EE_____
---
_
E
--
��-
f
�___
oy
--
CO
C.L.
P
EX/ST. GROUND
—
___
�� —�
�,
--
-_-
_
—
—��
_--
_E_—_�■�_�I
__
_-�--
_-
_
--
=�
C.L. PIPE
E■■E=E
C.)
N
2395__IE=-_■
E=l=E■=
■MMEE---
.7 --EE=N■�
2370
■
■■
■��■■
■-_�
s===
s=
v
—__P'..d=
=_
_-_�
___
s--==
_
EXIST
GROUND
11E
IEE=�
ElIEN
r
Ll
��■_
•■ENVAI
E=NAME
_■■
■■
■■1
-1
■■=
II
■■
_-■■N■_I
E■■NN�
prim_■■■■EEC■■E®■■■
.---■■
■■_____■■_�__ IIEEEI
I■=cNE---E
_--
� C.L.
PIPE
N■■EIEr
—
-
-
-
-
'
�
".--
_
—
!
—
---
—
f
f �
ElI
EE
�
■
--
--
ME
-
■■
EEIE=_NEIE=EEEtEEEEN
■■I
.'=_==INEEENE
=NEIL!=
_
_®/E■■-■■IEI■EIE=ERNE=
EN■ENE
S,o
GL
I
-
-3?26
■
IE-NEENNAEI■ME
—
---
It
EIINIE
___IEE■Iii
■EIEI
_NEI
E
EIE-EEI■I■EE■---
—
—
--
---
—
T•
FIN/SHED
SURFACE
��EIE=
--
—
—
I
---
---
SE
—100
-2392.5
—
-
-
----
■■-__-_■■---■E
°P
',
O'
r
E
EIN-NEINI■EIE-
MENU
■
N
=-4/i
I!_NE
I,
--■■■ I
EM
C.L.
PIPE
■■i€-■E�_
I■-_■E-_-_-_EE■■PE
__-_■■
_
IE===
y
MEN
8•
_
HGL
10 __
=mwmi
pr
,FLS.=
2. 4
��
BEEN.
gomm=
Em=
P
��==_E�'
■r
-_-IN=
IEEEEEEEEEEIE■■I
__
■■
EM
_
9�6
=
N�IEEE
EENEILlN■
r,
_
,
s
_
ME
SHEET 1,
__
_1UEIIE
_
___
_
_
_
_
_
_
ME
-MINE
I
`�
__=
FINISHED
SURFACE
HGL
—
/
`b
23$$'
p6
2p
'
■■
_
��__
===NE===�_=
=rill
p==
l
EE
E_==
■
is
=EE
■
_
NEI
_
ME
_
NEIE
_
EEI
E■■E
I
O.P
_
--- I
_
_
---
@ C.L.
PIPE
'
---
/
--
--
N
B
5�
-
-
-
I■==-_
---
-
��
-
E■■MI
---
----
------
�_
HGL
100
HGL
100
EEE
EI
E■■-_
0.0375
-
----IN---la"=--I■■E�
-
IE-■E■■-_■EI■
�/
��
_
-_AEI
/
,
___=IE===I==EE■N
WSE=2387.2
WSE=2387.5
I■
___
S=
0.0733
■■■E■
�,
_
8�
��
_
_
NE
i■EN
HGL
100
g
6. p�9
N_NEI
_
EEI■_ENE■
-
_
E■E
./100
--IE
---
--■E
��6,
——
H0�
2 6
EEE
oo
1!!
W
_
_
_
_
?
2385
= HGL
_--
______
i41i
=-----_
�
°,�
.8 • __
_
_
__N—
_----
HGL
100
2385
=
_E
-
I
-
_
----
0•
— cn
-
T0�66
0 ,
ME
im:
--
-_-_-_
-_
'�
111
■�_
■■��
��■__===�C=_=
■
��
ao
�_�■■
E=ENNE=MEI
____
__
,��
�
_
____=
T `�60
=EE
-
-
___
__
-C-IE___EE
__—_
E_
_
kj
..-.
_--
T/CAL'
FINISHED
SURFACE
-
----
-
C
-
8 s,
°0
'�
EE
E�
EEE=_■_E_IE
E■■=
E
____
/
_
■-_■_■_■
I■E===I=-�
'p
-
IE=__■E■■=EEI
___
CO
C.L.
PIPE
---_��
=
=E
_
S- 0.1052
•
_
=
_--
=
_
�lE=-_NEIC__==IE---=__
____ -_
_
�
___
IE-FEIN
E-EE=_==_■■
N
"
=EI■
---
■E
---I.--
E
E
E
---
=■■_
-
3 ,���
_
_
_-
---
-:III
E
E
-
==4/L
EIN
EEINN■EIE
_/
=
==IEEE=
■
O
_
_
.�
_
A
___s=0.4038
E■■N
NE=IE----I==
_
=�
__
_
_==
_
==
_-_:-
...,..._
_
_
_
-
NEm�=E-
0,
=
E
E
S=
0385%
IN-NEIN-FEE■E
,,
_
-■EE
_EE---
—__—
-
3820'
-
—
----
--
-
INN
0. __
—MEMEM
MEE---
___
---
-------
__
--
---
--2__
'�
_
-
MERE-
-
__
L INS
_
__
—
�•
_
-
MEME-
_
ME
-Ell
-
--
��
-=�=
,
_
=
__
-
-
_MEMEMMEMME
2355.33
m
=_■■■
/�
_
_
S= 0.3782
R
■■■-NEINiIEEE =EE—�N===
E
—IEEE
E■■=
_
—
Q
°�
_
■
■
O
■E
I■=■■ME=■E
EN
___
`'
a
_
-
=--I
___
_
-
_
-
_
-
-
--
_
-
_—_
---
__ _%� i—III
--
--
L
EIE--
--
--
.�
-
-
---
-
---EE
_
-IEEEIEi==
�i
___
■■E---■E
--I■�___
�,
--E■
�'.��
■
=N
=_■■
_
_
O
=
IN=EE===EE=I
___
_
___
2360.66
___
___
__
__
---
---EFE=--■
---
=I■■■■i4/■iE
r
■■■■_■■■■■■E===■ICE=IEEE=
03 ■■—
-
�,, -�q
—
—EEIE—FEE■N
-N�
0 —IEEE
—I
■—EEI
——
Q
1 —
--
--
--
—
—
-
-
—
—
—
—
o
—
-
-
5�
�P��c,
---
—
-
—
- +2375
—
-
---
--
—
—
—
--
—
�A
-
—
__
—
c
��-=■IEEE=_
_
■_■■
E■
=
=■EE■■MIME=_
r
--
=IEEE"■E===■■■FEE■ENE=__
=
2375
__
z
o
_E
.,�
—_■■_�
_�
E■E=N■
—E
STA. 1 +02.95 BEGIN PIPE
NE=_=_
EEN■FIE
N
EE■■
m
E
hIENE_I
�■
EMIEIL!=E■E
-■■__
�IENE_EEN
-_■E___■■
'1
r,r '/A/ n/,
_
ME
11111_EINEN■E—
2379.60 /NV
NEIE=EI
_m_■_�-
EEIE=■i
E
ME
RN
IE■■=I
E
E
EEMIEEEl
IE
ME
_IEEE
■■■�_■
NEIEEl
NE___EE
■NNE—
-L
_ram
____
r
—INNS
--�E
■IEEE■■�==_■■
E■EIEEEEEEE'�—EEEEtME--I■FEN■EtEEI■=E■■■pm=
■N■EiEG—IN■iE■
N-EEIL�—NE3_C
IE—EEI■=NEE■
N_
_
-INN■■■E■■-E■
o
_■
z
ME___ME___ME
AN/ 10 5'9r
23,9 9f 7091
EIE■EI
EEE—FEN■E==EE___MEE■EEIE—_IN_—E■E__—_IE_
W
m
N
E
—■■■Li
—_NE-__
IE-_■■_■E______■■
E
---E
z
STA. 1-1-17.62
2385.28 /NV
WJ�111�
z,,
_
E___EE
ME___ME___ME
iv
--
O
IENEM
E
EEE
N=■■ENE___MEE■NAM
ME
M
=IEEE
N')
_Er—i■■E—E\■i—■
IEEEEI■CEM■■•—■
■■IL
MI
__
INENEENE—=INN
2378.45 /A
LV, LF J✓ ,,..
N
■■__=ENFE
■___■■C
o
`
■EINEE=IE■
=�I■
N=NEI
=N■
ENE/
N/�m
__
INENENENFEN
SIN
—■■■■EIE___NE—__■■NEE■N___IE=_■■NFN■i
=N
N■
■___■■
___
N
•
®-EQ
EENEEEEEE
�"
��
IEIE
EE===IEE■EIE===EE
___
iENEENN---IE=NENEN■i
NEEIN=E=IE■■E
E
E=EEI
of
C
IE=EEIE==
___
_
__
ME==
_____
�_________________
__
Q
=_—
—
EE
01 _=N.
_
=_
ME
___
___
EF=EMEE
__=
WilG
—
---
—
—
-
-
—
��--
ME
(D= 2000
=_m�
PROFILE SCALE
:
HOR/Z.: 1 "=4'
0'
18"
RCP 2000)
CONST. 14.
L.F 18" RCP
CONST.
456.34
L.F.
24"
RCP (D=
2000)
CONST. 31.92 L.F.
==NINE®■
CONST.
170.20
L.F.
24"
RCP (D=
2000)
,.
CONST.
26.73 L.F.
___
IdEEE=EENEE_
-
(D=
.
__=
--�
18" RCP D= 2000)
-
=___
i
■■
�\
■--EE---FEE
_
_ _--
(
M
--- ■■■E_■■■■■■
Gi==■■EE
1+00
LINEAIg
23+00 24+00 25+00 26+00 27+00
LINEAL
28+00
29+00
2+00 1#00
LINE Ali
2#00
LINE A1]
PIPE BULKHEAD
NEW OR EXISTING PIPE 2
(RCP SHOWN)
2»
3 FG
2„
WA
PLACE 2"
X 4" X 48" WOOD WATER SEAL DETA
L SPRINGFIELD
RICHMOND
WAY
COVER
30„
VERTICALLY
AT CENTER OF TEMPORARY APPLICATION
54 I
39 2
\\ ��
BULKHEAD
WHEN BACKFILLING
I
P�' Py
xx
CONSTRUC71ON
/VOTES.
6 56
�
A BAR ( SEE
NOTE NO 1) 67 f
\c\9
v
•o0
.
tri
IN
SEE DETAIL
HEREON LIFT LOOPS 2 $■E'
8 ��� Q� \�0
0 z W
II
O
ao
o 2
r
1 '
��
.
8'
1 �'
ii
01 CONSTRUCT 18"
RCP (SEE PROFILE FOR D LOAD)
�� (SEE NOTE NO 2) �� 1,'
8 18'
�
PROFILE HERR
'.00 CONCRE
o -o
y``
r. %
'I
■I�
0 t
W
■I�
c, \\,
OI
h
N
N I,
Q ")
''
O
h
O2 CONSTRUCT 24"
RCP (SEE PROFILE FOR D LOAD)
TR 27977-8
,_
o �
u
?4.14 T
1, W
'
QL
``?
w
�l■�_ ��
'��
a
a -
■■■��
NEW OR EXISTING PIPE BURLAP SOAKED IN ASPHALT
6"
12" LL1
I 0�
38 ,
■,I'
12 CONSTRUCT MANHOLE
O
NO. 1 PER R C. F. C. & W.C.D. STD. DWG. NO. MH251
_ Q p � �I■ �k k0
W
.
in
'•
(RCP SHOWN) FOR WATER SEAL
"
. .
SECTION B -B
� _ ,
W1 68 z /'� �' '1
�`�" '
co
i-
�.
.,�
••
\
v
`'0
18 CONSTRUCT CURB
INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) J
`"'
W
—
Q
LIFT DETAIL (r)
,
- � -- -- �■
-
C.a.
�
I
21 CONSTRUCT CONCRETE
COLLAR PER R. C.F.C. & W.C.D. STD. DWG. NO. A1803
o
OD f 12
0 N
"o3
HOPEWELL
' - L_,
%ti
Lc) ,
„ � B
•
_ 62 CONSTRUCT SPECIAL
"
CONNECTION TO CATCH BASIN PER R. C. F. C. & W.C.D. STD. DWG. NO. CB109 L
L
���
"
iii:
��
.
I. D.
COVER
t
A BARS
L P
_
N 4
W
,
_
(ft)
(in)
BOTH WAYS
(in)
CV I— Y —�
coI
— % ~
�,
��
�\
�
���-
4 4
�•�Il��—
_
48"
#5 (4 10"
_
���
�i�
/rA�
������—�C•L�
I
OR
9 4
#5 m 6"
18"
( —
I
`t
D
k
LESS
>15
5 #5 a 6
(�
—
■
■
•
A ■
■
—
►VI
■
■
-■
4 4
#5 a 6
�
/ c)
O
CN
.,�,
TO
9 5
#5 m 6"
20"
W
W
•�
. ..,
h
h
27+ 4.39
90.24 Ti
Fc
LINE/CURVE DATA
60"
>15
■
TR 2797-4
Q
Li
z
'Th-
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
0 4
5 #5 m 6"
—
`O°
W
Q
'•
rn
y
66"
9 5
#5 m 6"
22"
=1
Z V
=
ti
OA
103922"
1670.00'
310.60'
155.75'
v
66 >15
5 #5 m6"
�+ 65
ti
4 5
##5 m 6"
Q 59
N
`�0
::
��
o O
N
n
6�
°p
O.
N5829'48'E
---
29.21'
---
72 9
5 5 m 6"
24"
I
��
`
0 Q
O
>15
5 #6 m 6"
Oo o �,,
a
O
N19'30'12'W
---
17.68'
---
4 5
#5C16"
56 ^y.^Zl�
OD
N6430'1214/
---
302.62'
---
78"
9 N
^ II =
L
6'
5 #6 m 6"
26"
>15
6 #6 m 6"
12 018
0 45'00'00"
22.50'
17.67'
9.32'
4 5
#5 m 6"
62 O
0 N70'29'487
---
25.33'
---
B
84"
9 5
#6 m 6"
28"
>15
6 #6 (d 5"
FRONT VIEW
LINEAL
PIPE BULKHEAD
NOTES.
(TEMPORARY)
1. REINFORCEMENT STEEL SHALL BE CENTERED IN BULKHEAD WITH HORIZONTAL ;4" BARS TOWARDS OUTSIDE FACE OF BULKHEAD
2. LIFT LOOPS SHALL BE WOVEN STEEL CABLE WITH SAME MIN.
DIAMETER (d) AS ;4" BARS. WEAVE CABLE THROUGH HORIZONTAL "A" BARS. COAT EXPOSED POTION OF CABLE LIFT LOOPS WITH
BITUMINOUS PAINT PRIOR TO BACKFILLING TRENCH.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
R
EVENT IESARISING T ETHE CITY
V DORCDUR
3. BULKHEAD SHALL BE CONSTRUCTED OF MINOR CONCRETE. \6) TEMPORARY PIPE BULKHEAD DD -33
AS_Bul
40'
0 40' 80' 120'
APPRO L NG CONSTRUCTION,
63 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
N.T.S.
SCALE: 1"=40'
REVISING THE PLANS FOR APPROVAL BY THE CITY.
AV,
Know what's below.
Call before
®
you dig.
g
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27`39 52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF 00
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
FDA
,A
UPDATED SD PER VALUE ENGINEERING ANAL PSIS
8/27/20
StaflteC
25864 f Business
Redlands,
909.335-6120
Center Drive
CA 92374
stantec.com
��
SEAL
DESIGN BY:
JB
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
%4
16 OF SHEETS
Recommended for A r
F'
Staff Engineer
viol B Date:
-��
_-
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
L/NEA /
STA: 22+75.00 TO STA: 29+06.21
L/NEA 7q, A 7i & A /�
�OFESS/�
Q N9�
DRAWN BY:
CO/MS
*
�O AR
R
G
z
No. 57835 *
J CIVIL
f9TF
CHECKED BY:
STP
Approved By:
A
inist a ' — Engineer
Date: 09/04/202//
_-
--
SCALE:
1' =40'
it
ct r of Public Works
_-
_-
-
�' =`
7 AUG 2020
DRAWING NAME:
City of Beaumont, Public Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
APPR.
DATE
OF CAO
FILE NO.:
121 B
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2014SD,dwg v
L
0)
£
Plotted' Jul 09, 2020 - 2:47pr
0,00= 14.4 CFS
0,00= 2.7 CFS
0,00= 11.7 CFS
Om= 3.7 CFS
0100= 8.0 CFS
I
0100= 4.6 CFS I
_
■■_■
E.
V M,x- M,
-
7.6 FP
S
V
- 12.5
-
FPS
V,A.= 7.3
FPS
____
Vim= 8.8 FPS
-
Vim-
12.8 FPS
Vim=
9.8 FPS
l
���_��
_ __�■■_=_
----
=��E�_
����� �
...-1
am'
_
O
____
n7
___
iIi-
___
___
__
__
____
__
___
__-
Em
^
=
r
Em
MEI
ME
MP
Q
i
"
______%
__-
__
_
____-
-__ cNi
___
____-
_
_
ini
)
h
_
___
�..
_
_
__�I_
_
O
___
__-
-_--_
___
___
MERE_
^
�I
ME
M
___
_
,II
-
--_
__-
----_
—
—
1 -=
m
EX/ST.
GROUND
h
----
-----
-
-
C
=__
--
=
-
Q
---
-
��___
--
Q
■
■�
-
-
�E
--
--
-
-
MEEM_■■
-
-
-
_�
-
-
Z
�■_�
-
-
��_==��8
---
�■
_
^
��
��
-
^
O
v
,�
®
C.L.
PIPE
rr
�____
__
_
\
--C��
___
__
___
,.,
\
_
__
__
______
-_
-_
__—
-_-_-
CEM
\
co
'�
C
\
~
_
__
-
EMEN-
__
-
-
-
-
-
---
- RW
n�
O
-
---
� ME
FINISHED
SURFACE
_
q)
v
N
T�
__
_
___
_
_
__
�'
`•
C.L.
PIPE
`n
`�
°'
�_
=
i■-
_
��
__
_
__
EXIST
GROUND
■■
__
_
_
___
(
_
i■_
_
d
■■___■■_
___
■■■■_■■=
-i
•-
■■_■■
__-
__=
-----■■__■■__■■
-----
-
-
-
-
EXIST.
GROUND
`L
---■■_■■■__
_—
_■■■■_■■---M■
-
,'
� "�
_■
(
-
''c
—
=___■■—_■■—_■■
■_
I■■= —
���
___�
—
=ME
_
_
\_
C.L.
PIPE
Q
"�
_■■■■__■■____q■
_�-
,,
L
_
_■
v
_■■___■■-
___
_
■_■■■■-■■■■
_
i1
°-■■__■■
=_11
---
l____
-
-
@ C.L.
PIPE
--
�--
-
-
FINISHED
SURFACE
Z
-
-
-p-
-
-
---
-
-
-
-
-
---
_-
PIPE
■��■-
_�■-�
em
-
_
\
C.L.
ME
M■
■■
■■
FINISHED
SURFACE
--
---
�■�■
■�
�■
■■
■■
-
El ■■_�■_■��M=�■
____
_�
_
_-
__
_
-
_
-In
_
_
_
_
--=
sus
_
_
_
_
__=
____
_
-
-
--
_=
_m
=
=
-
--_
___
___
I 6)
C.L.
PIPE
__=
_
_
-
__=
�1
�-
�,,,.�-- _-■■---�
■�■�■-
=====i■=i■�■■--i■i_■����ii ■�_--
2345
2345
--�
2345
2420
=
-� ��
---
h
e
HGL
100
.
F---
---
--
-
-_---
----
--------_
-
-
-
=
-----
- MI.
-
-
WSE=2344.5
-
-
-
-
-
SURFACE
-
-
---
_-
EMEEREME
ill
-____ME
ME
-ME
\
,
,
■-lI_■■
-
_MEM�_ME____
tee-
_ME ■ll�
I
ME
ME
__-
===-
_
_
�
-
_-_
_
��_
_ FINISHED
C.L.
PIPE
_�
=____
—
—
_
_
_
=
c"'
�
MLI■■—■■_■■
—
—'
_
—
—
_
--_
—
---
—
=
gg
-
-
�_■■���■��■_■■■
-
c�
w
5/2342
Ill
_■EEE_■■___
�"
___
_N■EM■M■-
LOT
16 /
-■■_Em
= _■■_�■_■�I
A�• _�■_
3 HGL
100 e C=C= ==CMEM NEE _
�____
_
_
p
=
_
gyp.
77-J
�_
_
_
8 �_
�_
__
�_
_
_____
_
=
_
_
-
_
_
-
��
5�
p=_
_
=
+
233
=__
_
__
_
_
-
WSE=2340.7
-
____
l
��.
_
_
•c,
P•
/
__
--- IMMEE
■
-__-- ,o
---C-��---
-
B'
___
-
__
-
_��-�■
_
N
1p
'
_
___
'
WSE=2415.0
I
■■
__=
=■■_--I
-_,
2338.6
p. n,
-
_____
___
--���
_-
_
-�■--
-_
_-_
-
_
.
HGL
100
r
p
-■■--
=
E•
B•
■-■_
■
wi�q■
WSE=2338.9
1 o
r
N
■■�■■M■M
--_—___
____■■_E■_■EM
_Mk_
�—
HGL
100
=�
�_
-
/
___■■_1■E■■
1 =■EM■
,
-o
Q
_
_
=
l GL
1 GI�
—
__
—
—■
-
-
-
/
-
-
- n035" -
`��
�"'
-
-
---
__
_
■■_■■1
C_�
__
c
■■
■■■_
��e.
A
�■_■■_
s� ��
■■-■■E
S=0.004 '
1■_■■=■E
---—
---
_■■
_
_
---
---
-
_
-
hh
"
��h
`L
�Q
_
q 161
_
_
_
_
►
a
O
o
0 =
�J
_
__I
---
—
-
-
---
-
-�
1N B
,
__
-
-
_
____■■
_
■■=i■
F=■■=■■■■
_
b,
��
■■
_____■■_■■
U
_
(\,
OQ
Al BI
==�■e
��
--■
■■
■
_
l■
■F
■■ __=____
_
_
--
=■■-■
—
�Uii1I
!�
IN
�( E
--
S=0.0396
/
B�6
0 -o
--
_ _=_===
--- .
=
-
R GP
,
=
=
_mm�
�0
_
�
��
�
=''oo
�NE
2335
a
2335
=
`��,�
—
2335
2410
I
�M�J
®
-�
*�
/
.M
_
--1OQ�---
-EP•
�
m
M ■ �■■E�■E
i --=__
__-
I
�T`5,9�
�� ■�
E_
,\.
0. ;
100
---
—
—
5 "
�o
--
-
-
-
-
E
E___
sz'L
Cu
Q
c
v
L
0)
6 £
a
N
0 0
Cu
O
0 3
CU
0
Oioo= 15.7 CFS
0100= 28.0 CFS
O/oo= 14.2 CFS
Oloo= 8.6 CFS
0100= 5.6 CFS
-----
V,d.= 14.3 FPS
V,wax= 20.3 FPS
-■■----■■
■----■■■
VwAx= 8.0
FPS
V,�x=
15.0 FPS
■
■■■----■■■
V, x= 9.7 FPS
-----i-i■----■■■i-
-------
----i-i■--_-■■■i---
-
___C■
■_■■_IEEE
E
■
■-
MEE___
■
■■■_■■
■■■C■■_
MIME
■M■_M■■■____■■■■_M■
■
---
__■■_M■■■_■■_■■■■_-
E_■
------_■■
____■
V=4.50'
E
M
IEEE_ME
mEM_MEME_
EMI
�__ _
_
___
_MEME
_
_MEME_
__
_
=
__
_
__
_IEEE
__
_MEI
___
__
____
__
_MEME_
_MEE
€--1.
■
■■-■■
■-■■-■■■■■■■-■■■■-■
■i■■-■
■-■■-■■■■
■-■■—■iI■■■■■_■■■■___■
_
__EMEE
■_■■
_
■■■_■■_■■■■____
__MEME
■_■■■■_■■_■■■■_■■
■■.
-■■—■■i■■
_
_
_
___
_
_
_
____
_
_
_
_
EINEM
ME
MEME
M
MENEM
=MEM
M
ME
M
M
EMEME
E
M
MEE
EINEM
'
"
-
■
■■■E■■
—■■—■■■■—■■—■■■■—_■
■■■■M■
—■■
MM
ME
ME
IEEE
i
-E—■Fib
■■M■■■■
—_--E
■—■■
■i■—■■■■■i____
N
■■—_
IEEE
—_■■—_■■■■__ME
■■
"
-_=
■
■■■-■i
■■■■-■
—■■
ME
IEEE
■
mm
■■-■■■■
■—■■
■■■—■■—■■■i____
m
■■—
IEEE
—■■—■■■■
■■
-■■—■I�■■—■■—■■■■
---■■
__
mimm
O5.
■
■■-■i
-■■_■■■■_■■_■■■■-_
■■■■_■
=■■—■■—■■
—■■—■■■■
i—■■—■'.IN■■■■=■■�l■
__
■—■■■■■■■_■■—■■■■____
c,
c.,
■■=■■�l■—■■—■■■■—■■■■EMI
�■
—
—
—
—
—
—
—
—
—
—
'
—
—
---
,7
—
—
----
—
—
—
—
■
■■-■■
■—■■—■■■■—■■—■■■i
■i■■M■
—■■—■i-■■
■—■■—■i■■
■—i■—■iii
■EMEMEMEM___
h
■—■■
i■■■i—■■■■____
■■■—■■■i—■■—■■■i—i■
■
■
i
EM
■=ii=■iiiii■=iiii=_i
ii■■=ii
=ME
=■-=_ii
■=■i=■■i
i=ii=i■I■■
■i-■iiF===
P=M■
EME=ii=i
ME==== ■■ii=■iii
ERE
=iiii=_ii
i■
--ME
�c�
i■
■■■-■-
■■■■-■
i=i
■
■■■
■—■■-■
■-■■-■■■
i=i■-■
I■■
■■-■
■-==
■-■■
■■■-■■=i■■■
INI HE
SURF
CE
■■■-■-
■-■■■■
i=i■
■1
.-■■-■
° ■■■
MM■■-■
=E■1■■■
M=ME=__■■=■I�■■
__
_
■■
_
■■■■
_
■
�"
■■
_
■■
_
■■
_
_
■
_
■■
_
■■I■■■■■___■i
___
_
_
■■■■■■■__■■_■■■■__■■_
_
■■■_■■■■
_
■■
_
■■■■
_
■■■
■
t,-,
__ip______
—mm
___■■_--
.c
EMI
■■■
■■_■■■■_■■
���
■■—■i
■■
—■■—■■■■
ME
IEEE
■
■■—■■I■
■■—_■■
■■■—_■■—_■■■■_■■=
E■i_■■■■—_■■—_■■■■—_■■
■
sim �
__■
Rl
Q
_ME___■■_E■E■
■■_■■■■_■■
'
IEEE
E
_
_MEI
FINISHED
SURFAC
_
_
_
_
_MEME
_MEM
EM
`'
NISHED
SURFACE
'' ") MME M.
____
___
_
_
=
V
`o
_
_
_
_
_
_
C.L.
PIPE
_
_
---
-IEEE
1=_
-_-
<r
-__
____
_
■■___■■■i_■■
_
_
C.L.
PIPE
^
■-__■■-__■■
-ME
Et
ME
--
■■■i■■
■■i■
Ma
■■■■■i■■■
I�■
i<
_-■■--_-__■■_■■■■
—
—
—
—
—
—
—
—
—
—
--
—
—
—
—
—
c.
__
_
_
_
_
_
c3
' N
_
_
E__■■--■i■■
_
_
IEEE
_
__
HGL
100
F■■
■F_NI■
v611020:368----
M■
E■M■
■■
■■■■_M■
i■1
_
_
_
_
_
_
_
_
_
_
_
_
®
__
Q
_
_
_
_
_
—
-- —
_
_
_
_
—
_
—
_
—
_
_
—
_
—
_
—
_
—
�
�
__
—
=
WSE=
2368.9
__
-
W .45
_
_
-
-
_
-- -
ME==
-■■■-■F-■■-■■■■-■
-
-
-
■■-■■-■■
-
-
■-■■-■■■■
-
-
ME
m■■-■pp■�
-
■■■I�■■■■-■■■■-_■■
-
-
■■1
-
-- -
-
-
-
--
-
-
-
-
SZ■■iii'
-■
-
-
-
-
-- -
-
-
-
-
-
-
-
-
-
-
_ 0.15
-
°
■-EE■■-■1■■■=■■_■■■■
■
_�_'_■■_■■m■■
■=■■=■i■■
-■■m■■I■■Impm, =7►
■■
i■■-■■_■■■■�
■■E■■_■■■■
■■
■■1
2361
HGL
100 -i■230
__
=
__
—_
__ ..
-�
—
P.
2345
-
—_■■■■_■■E_■ii■
-
-
■i-i■_■i
-
-
ME■■_ii
-
-
-
■■■■E
�
/
■i
■■i-■i_i■i■■==
-
-
6.o.
i ■E■iii=_■■
■1
WSE-2345.4
_
-
__
_
_■■■■I
Bbp
-
_
S=o
063-
-
-
=
=
-
-
-
-
-
-
---
2¢,
-
-
-
p
--=_■F_■■■■-
2370
i■
_
-■
2370
-i■I■■
r%
?,,
■■i■■= -_i■■i---
-I
RCP
_■■
■■■i-i■■■■
__
_
_
____=
Q HGL
100
_
_
_
N
_
2369.1
0. -
-
-
-_-_-_-_
?
-
-
-
--
---
---
-
-
---
-
-
-
-
e�A
,
-
-
-
----
3�?
-
-
-
i
__
___
�■
■■ ■�■�■■
_■■■
■■■��
WSE= 2368.9
��■
■■
��
TOP
■_■■
■■■_■■_�■■■___—�
m
■■_■■■■-M■
■■
s=
361
--
-__
---
-
- HGL
t./
100
-
-
-
-
6 2
P
-
j
-
-
-
----
-
-
-
_
ME
ME
-
-
■-■■
-■■-■
230P
6°
-■
11 ■■
■■■-■■-
■■■----■
h
I
■■
■■
z
�I
-■■-_■■-_■■■■_■■
6 6
■■_���■
�■
■■■
490.0`3:5
=_■■
■■
■■
■■
■
■_
��
_
8'
4/
■■■■■■_■■
■
I■■■
■F■■-■■-■■■■-■■■■■■
___■■
2363.8
�
0 ?�6
__■■
-4.
co
TOP
.1
c\'
___ME____■■__.1■■■_M■_■■■E_
-ME■■
■_■■_■
2363.3
--S-4
r
-
TOp
ME
_
_MEME
____
^
IMME=MEME
_
_
MEMEEMEN
83 �_
___
__
_
_
0�
_
_
_
_
LINE
Albrl
I�i�
_ MEMIE
=
_
_
-
4 ___■■
—■■■■■E—■■—■■■
2363.0
■—ME■■
■—■■-1
■-■■E
—
■■
■■■-■■-ffi■M
EXIST.
GROUND
N
I-■■
M■■■
_
■■
_
■■■■
_
M■
Emi
=__
___
C=
_
=
=
_
_
_
_
5—0.0911
��
W
_--_
_
_
_
_
_
TAP
RCP
©
C.L
Pl
E
-
2339.0
-
--_■■
-
-
■■■■
-
■■-■■■■
-
-
■-■■-■
-
-
p�
■■_■■■
_
----
mm■■F-N■i
-
-
■■_■■■■-■■-■■■i-■■
-
-
-
i■1
__
_■i
E_
_■■-■■M■■
028718
m
-
'
=
-_-_-_-_q■
BOP
S�0
/���
■-■■-■■-_
■■-■■■
■-■-■■-i
■__■■-
■■-■■■■-■■-■■■■-■■
i■1
_=
__■■___■■-■■■■■■■-■■
-■
-■■
-■■-■■i■■
_
_
_
____■■
-
-
_
--
—
----
---
—
—_
—
—
ao
----
----
—
_ —
—
ME
ME---
=
___
r ME
___
___
___
_
_
___
�'�4
E�
____=��-■i
o
2335
T
��
��---
��ii�
■--
—
2360
111E■■m
of
z
o
--=iii■■===��===■iii■i==
■iii■-----
iii■i■1
s'
o*,
N
--
1. �F
__
2360
�
^�
_
� mm
��
��
i
��
■
��
1 o
�
�,
�
�
__
___
��
__
_
ffi___
ENE
M
:
W
---
A
--
_
----
---
—
-
LINE
N
--
—
�
_
oo
_
__=
LINE
L
_--
—
—
��
R CP
h EME
—
—
Q
' EMEIr
_
_
��
_
_--
o,
c�.
~
I.,7MEME1`",1
7,"(_
--- ---
ME
_
EMEMEM
—_
----
,
--
W
—____
____
__
__
a
^
—
—
___
____
_
—
6END,
42 e-
BEG/N PA
ii
INV.
44.54 BEG
INV
1=iW=
■■=■i■■■ME=MEME_■■___■■■
m
-■
L■-■■-__■■---
■_■■_■
■■E_■■■
■■_MEE__■■
■■■_■■___m
■MEME_m■■-
W
■__
IEEE
2 -
? BEGIN
Q
_
_
oWp
_---_■■■■_M■
-
__ Ili
___
_
47 /NV-i
1+25.1t
—■
62 /NV
■—_■■—_■■■
—_■■
■■
■■■■_
_
■■■—_■■
■■■—_■■—_i■■■_■■__
?367.54
__ I
■■—■■■1■=_-�__■■■■_■■
■■1
=__
N
____
___■■—_■■■1■—_■■—_■■■■_
��
=
"'
90f1
AN/ 90
Z
-_
Q,
=
_
-
may-.
_�_
C
C
-
m
E__
.C_
=
_
_
-�
y,
_
1-(`'
■■_■■■■_■■_■■■■_
N
■-■
`
_■■—_■■__■■
—■■—■■—■■
■—■■—IEEE
=
�M_■
^
- '
■■-■■■■
==
■■■
■■
■■■
■■_■■■■_■■_
■
■■■■
E■
■■■■—mom
■■1
c.'
o
"T
Lri
"�
<r
_______
_
_
`�
_
�■■-■■-_■■
_
_
ME
_
MEMO.
_
Q
Q
■■_EEN
_
___
■■■—■■■■■■■—■■—■■■■_■■_
_
_
_
_
_
h
Q
■—■■■■■■—■■■■
_
_
—_
Q�,
_-■■�■■■■-■■�■■■■-
O
p
N■__
ca
vj
—
�
N
--___
'N
_
h
N
Cr)
N
�O �
"�
cO
�_
__
_
_
_
_
Q
"Oi__
Q
_
_
_
•co
__
_
_
_
_ _
===
CONST.
26.99 L.F.
ME
IEEE
�
N�
N
N
_■■_■F-■■
_■■_M■■
Q "S
CONST. 78.44
L.F.
CONST.
139.92
L.F.
■■■_■■
■■■_■■_i■■■:___
__
M■_■■■■_■■_■■■■
co
G'
=
PROFILE SCALE:
18" RCP
(D= 2000)
24" RCP (D=
2000)
18" RCP
(D= 2000)
���_---
-=■i-■■■■E■E-MEME�
COW.
81.59 L.F.
MME -E■
-M■
_■■_■■■
■■■_■■
■■■-■i=■®■
CONST.
21.57 L.F.
■i-■■■■_■■=■■■i
=__
24" RCP
(0= 2000)
■■i=
=■■=-=
18" RCP
(0= 2000)
i_
,
==
___---■=■■-■===■■�==
_---==-i=i■
=
=■■■i
--
-�
==--
VERT.. 7„_4_■i■■-i■-i■■i
LINE
1+00
1 R
2+00
1+00
2+00
LINE A 10
1+00
2+00
LINE
A 10r
CASTELLO
3+00
LANE
1 2+00
1+00
LINE AI Or I
Qom'
c�
HEARTLAND
PARKWAY
o
iN
a S T�IOTES.
SEE
60'
SHEET
7 Q
Lk,
=
V
�,
=
;
o
ARIETTA
ni
AL
nne/V/
56'
WAY
/lA/C Q
\ O CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
32'
28'
c
18 28
28 V
10' 22'
22'
6 ^
10'
18'
18'
10'
co h O CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
4 1
o
18 coc\X
O 05 CONSTRUCT 42" STORM DRAIN (SEE PROFILE FOR MATER/AL) * o
N,\
Cr)
LINE A
zo
ici'
SEE SHEET 7
LINE All
-
1 v
o
W
o
in -
+�
in
`�'
Q�
li
h
[)
✓
�
o
N
12 CONSTRUCT MANHOLE NO. 1 PER R C. F. C. & W.C.D. STD. DWG. NO. MH251 13 CONSTRUCT MANHOLE NO. 2 PER R. C. F. C. & W.C.D. STD. DWG. NO. MH252 u
SEE SHEET 7
?.
I
V
h
//'
m
'�
a
z
^�
L, N
1.--:
`�' `
m N
c
`\'
Q
c)
`v
18 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300
W& V PER PLAN)
\\x6 `9� 0
'
c j op
I��',�
N
N
-
'
e o\,
21 CONSTRUCT CONCRETE COLLAR PER R. C.F.C. & W.C.D. STD DWG. NO. M803 '72 -c97y�TCp�
`/
l,y
1p�
�
r I
�'f'l F'f'J-
,
2 ��
' ERA
P
'
- I --
* C/PCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD �,o�
F
C J
.
'cy;
SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) l
W v
2 /
E
G
H
8l1/..,, h
QL �
U•
I
m
..
LINE/CURVE DATA
o
)
I
,,
N0.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
(
��V
A
I
Q I: '
~
D
co F, i • W
�
OA
N52'2731 'E
---
19.37'
---
/
,N,"
N
©
N45'28 58'E
22.50 17.86'
9.43 P10
o
- - '
o
8 -.R
o2 1,
0 N06'S8 33'W
- - -
15.41'
---
0 E P
�
m
Nco
O N
ll
z
W
OD
50'00'00"
22.50'
19.63'
10.49'
00 00 5g
k1k53
co
N
109
OE
N43;0127j'W
---
5.83'
---
/
3 �,
I
�, c,�
OF
N06 58 33 E
---
78.13 ---
Q
co
v
0 N06'58:33"W
---
104.17'
---
z
CO
OH
45'00'00"
22.50'
17.67'
9.32'
oHEARTLANDPARKWAY
00 / a
18 a
Ol
,
N515833 W
---
,
18.61 ---
Q
SHEET 7 �RTH- �� �
L('' L LINE A 10
0 N61'5833"W
---
21.57'
---
1 CASTELLO
LANE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
.................................................. ... .,.,.,.,.,.,.,., ----------------- REVISING THE PLANS FOR APPROVAL BY THE CITY.
®
...AV
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS E COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE
SYSTEM, 1983, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS
"REST" AND "RABBIT".
BEARING: N 27. 39 52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, AND 18 FEET
EAST OF POWER POLE #826632. A STANDARD DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
T,DA
=UPDATED
SD PER VALUE ENGINEERING ANALYSIS
8/27/20
��� ����
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
JB
Reviewed By:
Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
%6
G
OF V SHEETS
Staff Engineer
Recommended for Approval rovai B
y'
Date:
�
-_
STORM DRAIN IMPROVEMENT PLAN
TRACT NO. 27971
LINE 1r
STA: 1+00.00 TO STA: 1+28.66
LINE 10, A l&cc A 10x1
���p
W
ROFESS/�Nq
- R
A gG�y ?P
z 0
No. 578.35
*, CIVIL Q
%F
DRAWN BY:
CO/MS
_-
--
CHECKED BY:
STP
Approved B mil.
PP y�
►1/.
minis
rati Engineer
Date: 09/04/20.1
_-
--
_-
SCALE:
1"=40'
1'
, ,
Die
for of Public Works
_-
DRAWING NAME:
City of Beaumont, rubiic Works Department
Engineering Division
550 E. Sixth Street, Beaumont, CA 92223
DATE:
01/20/17
BY
MARK
DESCRIPTION
A��R.
DATE
7 AUG 2020
F OF CPO
FIL N
.:
B
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
NED J. ARAUJO DATE
R.C.E. 57835
FOR: RSI COMMUNITIES —CALIFORNIA LLC 3121
g\Sheet_Fil
42495810\dr
\2042\act
O
0 0
/
Pa 1175 of 1910
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR /HE CLEARING OF THE PROPOSED WORK AREA, RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. AT (951) 769-8520.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION, AND THE RIVERS/DE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENT.
3. ALL UTILITIES (EXISTING AND PROPOSED) SHALL BE UNDERGROUND. LATERALS, CROSSINGS, AND TIE-INS SHALL BE IN
PLACE PRIOR TO PAVING THE STREET INCLUDING, BUT NOT LIMITED TO, SEWER, WATER, STORM DRAIN, ELECTR/C, GAS, AND COMMUNICATION LINES.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION,
REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE f7NAL COMPLETION AND ACCEPTANCE OF THE PROJECT
BY THE CITY
5. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. 8Y SIGNING THESE
IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT.
6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF BEAUMONT
PUBLIC WORKS DEPARTMENT, PERMIT SECTION, FOR ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC
RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.
ADDITIONAL STUDIES AND/OR PERMIT MAY BE REQUIRED.
7. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816.
8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 /F EXPANSIVE SOIL ARE ENCOUNTERED.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
11. AS DETERMINED BY THE PUBLIC WORKS D/RECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD
IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
12. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO/) WITH
THE STATE WATER RESOURCES CONTROL BOARD (SWRCS), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE
13. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED
IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON 11-/E REQUEST OF THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
14. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR
JUST /N THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT.
15. ALL STORM DRAIN, CATCH BASINS AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE
CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO PREVENT POLLUTION IN STORM WATER
RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE
MASTER PLAN FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED /N THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.
16. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL 8Y THE CITY.
17. THE DEVELOPER SHALL HAVE GEOTECHN/CAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING, BACKF/LL/NG, AND SOIL COMPACTION
OF ALL UTILITY TRENCHES WITHIN EASEMENTS AND ROAD RIGHT OF WAY TWO SETS OF COMPACTION REPORTS CERTIFYING THAT
WORKS WERE DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED AND CERTIFIED. COMPACTION REPORT MUST BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.
18. STREET LIGHTS ARE REQUIRED FOR ALL PROJECTS AND SHALL BE INSTALLED /N CONFORMANCE TO CITY OF BE4UMONT ORDINANCE AND APPROVED PLANS. WHERE STREET LIGHTS ARE PROPOSED PER SEPARATE STREET LIGHTNING PLAN, THE DEVELOPER/CONTRACTOR SHALL ENSURE THAT STREET LIGHTS ARE INSTALLED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
UNDERGROUND STRUCTURES
LEND
PROP.
EX/ST.
C.L., C/L
T.C.
F.L.
F.S.
E.P.
C.B.
A.C.
A.B.
BCR
ECR
BVC
MVC
EVC
P.R.C.
PCC
PRVC
(1329.02)
1479.70
LT
RT
RTN
NO.
2.5 CITY OF BEAU
PROPOSED
EXISTING
CENTERLINE
TOP OF CURB
FLOW L/NE
FINISHED SURFACE
EDGE OF PAVEMENT
CATCH BASIN
ASPHALTIC CONCRE IE
AGGREGATE BASE
BEGIN CURB RETURN
END CURB RETURN
BEGIN VERTICAL CURVE
MIDDLE VERTICAL CURVE
END VERTICAL CURVE
POINT OF REVERSE CURVE
PO/NT OF COMPOUND CURVE
PO/NT OF REVERSE VERTICAL CURVE
EX/S11NC ELEVATION
PROPOSED ELEVATION
LEFT
RIGHT
RETURN
NEW APPROVED STREET NAME AREZZO
OLD STREET NAME VICTORIA
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND
THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE W/TH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT7L/T/ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK
-0.
1.1 alm
MCC
RP
ST
R/W
D/W
V.C.
P1
PVl
IMO
MIDDLE OF CURVE
REFERENCE PO/NT
STREET
RIGHT OF WAY
DRIVEWAY
VERTICAL CURVE
POINT OF INTERSECTION
POINT OF VERTICAL INTERSECTION
TRACT BOUNDARY
CENTER LINE
DIRECTION OF FLOW
PROP. STREET LIGHTS
PROP. A.C.
PROP. SIDEWALK
COLD PLANE & AC OVERLAY
STOP SIGN/STREET NAME S/GN
STREET NAME S/GN
PROP. UTILITY X'/NG SLEEVES
(1) 2 4" PVC CLASS 315
PRIVATE STREET RIGHT OF WAY
CB # 39, W=10'
Do= 9.0 CFS
Q,00= 16.6 CFS
Doo (IN)= 18.3 CFS •-
V
ONT, CALIFO \IA
NOTE
A LL STREETS TO BE PR/VA TE W/TH
THE EXCEPTION OF PO TRERO
BOULEVARD POTRERO BOULEVARD
IS A PUBLIC STREET
PRIVA TE STREETS ARE TO HA YE
PUBLIC UTILITY A ND EMERGENCY
A CCESS EA SEMENTS.
CB # 25, W=14'
Cho= 1.6 CFS
Chop= 6.5 CFS
Choo (IN)= 5.7
CFS
CB # 12, W=7'
Do= 2.1 .CFS
Q1oo= 3.8 'CFS
Chao (IN) 2.7
1 CB 38, W=14'
NOTE:
SIDEWALKS AND DRIVEWAYS APPROACHES WILL BE
POURED/CONSTRUCTED ONLY AFTER DRIVEWAY LOCATIONS ARE
DL i ERMINED.
APPROVAL OF THESE PLANS APPLY ONLY WITHIN THE
JURISDICTION OF THE CITY OF BEAUMONT
TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED
UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND
APPROVED BY THE PUBLIC WORKS DEPARTMENT.
THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE
APPROVED PLANS TO CONFORM TO CURRENT STANDARDS AND
TO POST A NEW BOND IN CONSTRUCTION HAS NOT
COMMENCED WITHIN TWO YEAR AFTER PLANS WERE APPROVED.
CB # 36, W=21 '
Do= 10.3 . CFS
?►oo= 19.5 'CFS i
coo (IN)= 13.3
C8 # 37, W=21' 'CFS
Qio= 10.6 CFS!
Ch = ,,Q
C 0000 (IN)23= 14CFS.9x'
CtS
TRACT.. NO, 27971-4
200 0 200
DECLARATION OF ENGINEER OF RECORD:
I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE
IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES W/TH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER /N
RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND d4CKNOWLEDGE THAT THE
PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS' A REVIEW FOR THE
LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW PROCESS IS NOT A a /LRMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF
MY DESIGN RESPONSIBILITY
AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF
BEAUMONT, ITS OFFICERS, ITS AGENTS AND ITS EMPLOYEES FROM ANY AND ALL
LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING
ROM NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS EMPLOYEES, HIS AGENTS OR HIS CONSULTANTS.
sdo izoi7
NED ARAUJO RCE 57835 DATE
CB # 20, W=21'
(To
5.6 CFS
Q1oo= 8.5 CFS
Choo (IN)= 8.0
CFS
VALLEY PA R ARA
s"
_ i SHEF1,10,._
L�
41 .E
7 :-RiVAT-EY
mien
... _-
�t,.s ..........
ET
6. SGNA LANE.. , . ...
TRACT NO.279715:
400 800
SCALE: 1 "=200'
INDEX MAP
CB # 21, W=7'
y a6= 0.5 CFS
C0ioo= 1.6 CFS
Q1da
ICFS
CB # 19, W=10'
Qio= 1.5 CFS),:;:
Qroo= :.5.5 CFS.,..:
Q,hoo (IN)= 4.7''
CFS
CB # 16, W=28' 1
Do= 13.3 CFS'' 1
Choo= 25.4 CFS' r 1
loo (IN)= 17.9 CFS
1 I
EJ
CB # 15, W=28'
Do= 16.4 CFS':'
Q1oo= 30.7
Choo (IN)=
CFS
aft
7 ,a:
CORM NA WAY
CB # 18, W=1
Do= 2.2 CFS
Delo= .2. FS.
Chop . (IN)= 6.7
•...i.i; rll t l.1111 i
4' CB # 61, W=14'
Do= 3.1 CFS 1
Doo=..4.6. cFs
CFS Q"0° 0N--=4.6 CFSI
TRACT NO. 2797H-12 •
STREET . 644,10 0: H4:,r,,/ coup,- ;R- (PR/PATE) I I:
CB # 17, W=28'
Do= 11.0 CFS
0foo- 22.5 CFS,/
Choo (IN)= 14.9 CFS
.00
J/..
TRACT NO. 27971-11
7 2:5 ;,,
APPLICANT/SUBDIVIDER:
RSI COMMUNI7IES LLC
620 NEWPORT CENTER DRIVE, 12th FLOOR
NEWPORT BEACH, CALIFORNIA 92660
PH.: (949) 270-3636
BUCCELI_A LANE
.44.
41 42 3 t
AREZZO COURT
f;rA// cou(-fir
/4 c
T
-
s.
I
INDEX • SHEtT'S:
RIVATE)
-00114_-..
NOTE: APPROVAL OF THESE PLANS APPLY ONLY
WITHIN THE JURISDICTION OF THE CITY OF BEAUMONT
SHEET 1 -
SHEET 2 -
SHEET 3 -
�'HEET 4 -
SHEET 5 -
SHEET 6 -
SHEET 7 -
SHEET 8 -
SHEET 9 -
SHEET 10 -
SHEET 11 -
SHEET 12 -
SHEET 13 -
SHEET 14 -
SHEET 15 -
SHEET 16 -
SHEET 17 -
SHEET 18 -
SHEET 19 -
SHEET 20 -
SHEET 21 -
SHEET 22 -
SHEET 23 -
SHEET 24 -
SHEET 25 -
TITLE SHEET -INDEX MAP- VICINITY MAP -GENERAL NOTES
CONSTRUCTION NOTES, QUAN/T/ES-TYPICAL SECTIONS
HEARTLAND PKWY S.-STA. 10+00.00 TO STA. 22+00.00
HEARTLAND PKWY S.-STA. 22+00.00 TO STA. 34+00.00
HEARTLAND PKWY S.-STA. 34+00.00 TO STA. 45+00.00
HEARTLAND PKWY S. -STA. 45+00.00 TO STA. 54+50.00
HEARTLAND PKWY S.-STA. 54+50.00 TO STA. 64+33.02
HEARTLAND PKWY N -STA. 10+00.00 TO STA. 21+50.00
HEARTLAND PKWY N.-STA. 21+50.00 TO STA. 33+50.00
HEARTLAND PKWY N.-STA. 33+50.00 TO STA. 44+50.00
HEARTLAND PKWY N.-STA. 44+50.00 TO STA. 54+72.54
POTRERO BL VD. -STA. 470+00.00 TO STA. 481+50.00
POTRERO BLVD.-STA. 481+50.00 TO STA. 488+21.50
HEARTLAND PARKWAY NORTH & SOUTH MEDIAN DETAILS
HOMESTEAD WAY-STA. 10+00.00 TO STA. 18+50.00
HOMESTEAD WAY-STA. 18+50.00 TO STA. 26+25.88
SIGNAGE AND STRIPING - INDEX MAP
HEARTLAND PKWY S.-STA. 10+00.00 TO STA. 37+00.00
HEARTLAND PKWY S. -STA. 37+00.00 TO STA. 64+33.02
HEARTLAND PKWY N.-STA. 10+00.00 TO STA. 35+00.00
HEARTLAND PKWY N.-STA. 35+00.00 TO STA. 54+72.54
HOMESTEAD WAY STA. 10+0.00 TO STA. 26+25.88
HEARTLAND PKWY - INTERSECTIONS
SIGNAGE AND STRIPING - POTRERO BLVD.
DETAILS
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
"RABBIT'.
BEARING: N 27,59'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE #826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF
A CONCR_I = POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909335-6120 stantec.com
SEAL
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
09/13/17
JOB NUMBER:
Reviewed By: LJ4LL9!
Recommended for Approval,
Approved By:
By:
D,rector cf
Date: OW/7_
ate: il:W11tt
Date:1sig/i'1
CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 6 is SO St
1ZL (St5lj 769-852Q FAX (951) 7�£9-�SZ5
ENGINEERING DIVISION
STREET IMPROVEMENT PLANS
TRACT 27971
TITLE SHEET- LOCATION
MAP -VICINITY MAP
GENERAL NOTES
SHEET
1 OF 25 SHEETS
DRAWING NAME:
FOR: RSI COMMUNITIES -HEARTLAND, LLC
FILE NO.:
3130
\us1328-f02\workgroup\2042\active\2042495810\drawing\Sheet_Files\495810C-2001ST.dwg, 9/13/2017 3:15:40 PM, AutoCAD PDF (Smallest File).pc3