HomeMy WebLinkAboutRCFC - Title Sheet Lakeshore SD pg 1 of 53 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
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INDEX SHEET Na
RIVERSIDE TITLE SHEET
PLAN a PROFILE LAKESHORE DR. 2-II
°o PLAN BI PROFILE WISE ST. LATERAL 12
�= ND s' PLAN a PROFILE GUNNERSON ST. LATERAL 13-14
a° ROJECT SON �° PLAN a PROFILE ALLIS ST. LATERAL 15-16
CORONA ° PLAN 8, PROFILE LASH ST. LATERAL 17
P� qrLAKE
PLAN & PROFILE MACHADO ST. LATERAL IB
MA7TNEWS PERRIS PLAN BI PROFILE CLEMENT ST. LATERAL 19-20
sr RFF PROJECT PLAN a PROFILE JERNIGAN ST. LATERAL 21-22
SM7H AV SITE TRAFFIC CONTROL PLAN 53A
\ y� F, LAKESHORE DR.1° T9
y MACHADO ST. CITY OF LAKE ,
y \VER`'\DE ELSWORE
y BEGIN R.C.F.C. a W.C.D. STANDARD DRAWINGS
3 PROJECT MURRIETA
z ° CB 100 CATCH BASIN No. 1 23
CB 103 CATCH BASIN 24
o CB 105 CATCH BASIN 25
GHQ° gkFsyoRe I VICINITY MAP CB 106 CATCH BASIN 26
N.T.S. CB 109 SPECIAL CONNECTIONS TO CATCH BASIN 27
9 CB110 CONCRETE DROP INLET 28
° oR LD 201 LOCAL DEPRESSION No. 2 29
JS 227 JUNCTION STRUCTURE No. 2 30-31
GENERAL NOTES JS 229 JUNCTION STRUCTURE No. 4 32
°<41 MH 251 MANHOLE No. 1 33-34
sT I. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION. MH 252 MANHOLE No. 2 35
2. ALL ELEVATIONS SHOWN ARE IN FEET, BASED ON U.S.C.a G.S. DATUM. MH 254 MANHOLE No. 4 36-37
__ _ 3. ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM.
LAKE- - MH 255 MANHOLE FRAME AND COVER 38
— MH 257 MANHOLE SHAFT 39
- — ----- 4. ELEVATIONS AND LOCATIONS OF UTILITIES ARE SHOWN APPROXIMATELY ON PLANS, I
_ELS/MORE-_ _ _— 48 HOURS BEFORE EXCAVATION CALL UNDERGROUND SERVICE ALERT MH 259 STANDARD DROP STEP 40
-- - -— 1-800-422-4133. ALL UTILITIES SHALL BE PROTECTED IN PLACE EXCEPT AS R
- - --- - - - - -- ---— NOTED ON PLANS AND SPECIFICATIONS. M 803 CONCRETE COLLAR FOR PIPES 12 THROUGH 66" 41
M 806 PIPE SUPPORTS ACROSS TRENCHES 42
- — --- - -— - 5. ALL OPENING RESULTING FROM CUTTING OR PARTIAL REMOVAL OF EXISTING
CULVERT, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE M 807 SANITARY SEWER PROTECTION 43
_ _ _ _ SEALED AT BOTH ENDS WITH 6" OF CLASS "e" CONCRETE. M 808 REMODELING OF SANITARY SEWER HOUSE CONNECTIONS 44-45
6. STREET RESURFACING SHALL BE 0.25' TYPE "B" ASPHALT CONCRETE ON 0.5' M 813 CURB AND GUTTER 46
CLASS 2 BASE OR IN KIND, WHICHEVER IS GREATER.
7. ALL CURBS, GUTTERS,SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS M 814 ABBREVIATIONS AND SYMBOLS 47
TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS M 815 BEDDING AND PAY LINES 48
THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. M 816 CONCRETE BULKHEAD 49
8 STANDARD DRAWINGS CALLED FOR ON PLAN AND PROFILE SHALL CONFORM TO
.
LOCATION MAP RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT M 821 CONNECTOR PIPE COLLAR 50
II` STANDARD DRAWINGS LISTED ON THIS SHEET.
BOO, 0 800' 9. TOP OF DROP INLETS AND CATCH BASINS(WITHOUT CURBS) SHALL BE SET TO MATCH
THE CENTERLINE ELEVATIONS OF THE STREET. ELEVATIONS SHOWN ARE APPROXIMATE.
CALTRANS STANDARDS
TII-T13 TRAFFIC CONTROLS 51-53
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. NO.16757 �t * ,APPROVEo I}Y:—r.•y�
EMP.6-30-97 '1k
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CITY OF LAKE ELSINORE BENCH MARK -REVISIONS RIVERSIDE CO FLOOD CONTROL PROJECT NO.
U.S.C.&G.S. DESIGNATION H-17 AND FOUR CORNERS STORM DRAIN 3-0-120
WATER CONSERVATION DISTRICT
APPROVED Y: RIVERSIDE CO. DESIGNATION EL 32-80 4 DRAWING N0.
57D. TABLET(4"DIA.BRASS DISC.) DESIGNED BY: PRIV!TT RE 0MME 1 E FOfi PPROVAL BY: APPROVED BY: J�1 AGE 3
SET IN TOP 8" CONC. CURB N/W T
C T ENOINEE R.E.N0.21837 CORNER RIVERSIDE DR. B LAKESHORE DRAWN BY:' �P.O.w� --' T�- ///3>0 TITLE SHEET 3-116
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DR. DESIGN ENGINEER P.E. 0.16757 CHIEF ENGINEER R.E.NO.12400 SHEET NO.
DATE: �—Q-y9. DATE DRAWN: 9-./6^87
EL.= 1280.31 REF. DESCRIPTION APPR.DATE CHECKED BY: K011 DATE: � DATE: L/9� I OF 53