HomeMy WebLinkAboutRCFC FOUR CORNERS STORM DRAIN PLAN NO 03-100 t
15, RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
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SAN BERNARDINO COUNTY TITLE SHEET
- 10 RNERS/DE COUNTY
R CAIJMESA n---_--- PLAN & PROFILE 2-8
NERSIDE
oRENo DESERT WOODLAKE RD INLET
9 1D VN/FY BD BANNING 0HOT SPRINGS CONNECTOR PIPE PROFILES9
BEAUMONT 10-12 �
9 STREET RESURFACING REQUIREMENTS
CORONA DROP INLET DETAILSLAKE 12
MAEWS "
,o.ry�PERR/LAKE S 4 P 13 j
SPRING 1O DROP INALM SECTIONS 14
ERRIS AN JACINTO TRAFFIC CONTROL PLAN 15-16
IDJLLWILD
N PROJECT ELSINORE HEMET a R.C.F.C. & W.C.D. STANDARD DRAWINGS
LOCATION EASTSIDE HEMET
]B RESERVO/R
= Q CH E zu RESERVO/R `
�� E INORE a CB 100 CATCH BASIN N0.1 17
LJ a �Y w FgRY BLOSSOM 2� t LAKE CS 103 MANHOLE FRAME AND COVER 18
Q ¢< o Q SKINNER a CB 105 DETAIL OF CATCH BASIN OPENING & INSTALLATION DETAILS 19-20
MURRIETA
-� SPRUCE ST she _ vat ANZA CB 106 CATCH BASIN REINFORCEMENT 21
< END HARRISON AV TEMECULA '~
"ME CB 109 SPECIAL CONNECTIONS TO CATCH BASIN 22
w _ 9 -:
a¢ PROJECT N \ CB 110 CONCRETE DROP INLET
J o DRIFTWOOD LN -�__ 15 RNE`S/DE CO. AGl/ANGA ,I, 23044
oO w DRI T 0 D SAN O/EGO CO. N LD 201 LOCAL DEPRESSION NO.2 24 '
3 0 0 w CT < JS 227 JUNCTION STRUCTURE NO.2
TPy NTs MH 251 MANHOLE NO.1 27-28 I"_
VICINITY MAP 25-26 O
FSNpR m o o 30 CV T y s MH 252 MANHOLE NO.2 29
~ MH 254 MANHOLE NO.4 30-31
w F 7 3 6 e Ci BELMONT AV S GENERAL NOTES MH 255 MANHOLE FRAME & COVER NON-ROCKING 32
_ '� B
SRO MH 257 MANHOLE SHAFT FOR CAST PIPE
4 oA= NR0 PR CT 1. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION. 33 L
I— MH 259 STANDARD DROP STEPS 34
a 0 2. ALL CHANNEL/STORM DRAIN REFERENCES AND CROSS SECTIONS ARE
a N y� TAKEN LOOKING DOWNSTREAM. M 803 CONCRETE COLLAR FOR PIPE 12" THROUGH 66" 35
DO wyirf °� 3. TOPOGRAPHY BY DIGITAL PHOTOGRAMMETRIC METHODS. AERIAL M 806 PIPE SUPPORTS ACROSS TRENCHES 36
z PHOTOGRAPHS TAKEN AT AN ALTITUDE NOT TO EXCEED A FLYING M 814 ABBREVIATIONS AND SYMBOLS 38
BROADWAY DATED 5-03-02.
Z 2 �` HEIGHT TO CONTOUR INTERVAL RATIO OF 1800. PHOTOGRAPHY M 815 BEDDING AND PAY LINES 37
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4. THE VERTICAL DATUM IS DERIVED FROM (NAVD 88).
~ 0 v ��� THE HORIZONTAL DATUM IS DERIVED FROM (NAD 83). as
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z a a �'� 5. STANDARD DRAWINGS CALLED FOR ON THE PLAN & PROFILE SHALL
o o a > o `, CONFORM TO RCFC & WCD.STD DRAWINGS,OR CALTRANS/CITY/
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a m N z 3 T QJ� �Fs ° COUNTY STANDARD PLANS.
U w g D_ S�C'q e� °� 6. ELEVATIONS AND LOCATIONS OF UTILITIES WERE OBTAINED FROM -
SAINT CLAIR AV sl �� 5� AVAILABLE INFORMATION AND ARE SHOWN APPROXIMATELY ON THESE
n n n F7z n w p PLANS. 48 HOURS BEFORE EXCAVATION CALL UNDERGROUND SERVICE
�o q� �? \� ALERT AT 1-800-227-2600. ALL UTILITIES SHALL BE PROTECTED
g Fy �� 5� IN PLACE EXCEPT AS NOTED ON PLANS AND SPECIFICATIONS.
~ R090Iyq} 0r a� 7. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES
REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR
s eR0 T THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS.
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n� 8. ALL OPENINGS RESULTING FROM CUTTING OR PARTIAL REMOVAL OF V
sT �� 74 EXIST.CULVERTS,PIPES,OR SIMILAR STRUCTURES TO BE ABANDONED, ®a
G SHALL BE SEALED AT BOTH ENDS WITH 6" MIN.CLASS "B" CONCRETE. ®l
�P 9. UNLESS OTHERWISE SPECIFIED,MINIMUM STREET RECONSTRUCTION SHALL
BE 0.25'TYPE "B" ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE Y
N BASE OR IN KIND,WHICHEVER IS GREATER.
10. ALL RECONSTRUCTION,RESURFACING AND PAVEMENT DELINEATION, a
CURBS,SIDEWALKS AND OTHER IMPROVEMENTS ARE TO BE RECON-
STRUCTED IN KIND AT THE SAME LOCATIONS AND ELEVATIONS AS
INDEX MAP THE EXISTING IMPROVEMENTS,UNLESS OTHERWISE NOTED. QgoFESS/0 QµOFESSTO
NTS 11. (9 INDICATES APPROX.SOIL BORING LOCATION PER SOILS �o D.JO 0 0. w
REPORT DATED 04/15/03. �$ �° ytis Fy ��E`' < Fy
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CITY OF LAKE ELSINORE Don't Dig...Until You CallU.S.A.Toll Free BENCH MARK PUBLIC WORKS DEPARTMENT REVISIONS RIVERSIDE COUNTY FLOOD CONTROL
1-800-227-2600 B.M.NO.13-3-93 FOUR CORNERS PROJECT NO.
- APPROVED BY: AND
for the Iocatlon WATER CONSERVATION DISTRICT STORM DRAIN 3-0-0120
GAE4F f burled 2" CAL DOT BRASS DISK IN TC RECOMMENDED FOR APPROVAL BY:
wnily IIDes. AT N ELY CORNER LAKESHORE DR DESIGNED BY:D.GARCIA APPROVED Y` DRAWING NO.
CITY E GINEERA_e DDDf disr"Pt & RIVERSIDE DR AT WILY END OF
Y,,ofeer�lces. CATCH BASIN. DRAWN BY: T.DECKER STAGE 4 3-178
DATED _O ' - DATE DRAWN DUNE 2003 CHI ,D IGN&CONSTRUCTION CHIEF ENGINEER
TWO WORK-DAYS BEFORE YW DIG ELEV 1282.615 APPR.REF. DESCRIPTION DA E: (s O R.E.No.3D539 DATE:l0`3—�'l R.E.NO.32336 TITLE SHEET SHEET NO.
DATE
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