HomeMy WebLinkAbout629-B2 r-------SEE_�HEET 4
ESTIMATE OF GRADING STRUCTURE QUANTITIES
GRADINGAOTILS, %'D"ITY OF LAKE ELSONGRE / , 1� :
X I NO DESCRIP 77ON QUANTITY UNIT
HIGHWAY 74"' 21,J74 SF,
A. EDGE OF PAVEME CONST ACCESS ROAD(J'SLAG OVER 9OX COMPACTED NATIVE)PER DETAIL ON SHEET J
THE CONTRACTOR SHALL APPLY AND OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS nB CONSTRUCT CONCRETE V-DITCH AND SLOPE BENCH PER DETAIL ON Za54 LF
BEFORE BEGINNING ANY WORK"THIN STATE RIGHT OF WAY. ROUGH (GRADOMIG P12%M CALTRAHS�
(Z) CONSTRUCT EMERGENCY OVERPLOW PER DETAIL ON SHEET 1 1,84
STANDARD TEST STATE EASEMENT 160 L.F.
B,ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LA DRAINAGE
D PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE SLATE'S REPRESENTATIVE. CONSTRUCT SPLASH
STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE WALL PER DETAIL ON SHEET J
-APPROVED AND JUSTIFIED. nAC17 No. 2547 OROP4 (1) CONSTRUCT DOW DRAIN PER DETAIL ON SHEET 3 4J7 L.F.
C.NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY, =85.0 CF CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET J 839 L.F.
=99.Z CFS 0
D ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATEDCONSTRUCT NON-GROUTED RIP-RAP PER DETAIL ON SHEET J 200 C Y.
-SEEDING OR EQUIVALENT OR AS DIRECTED BY THE SLATE'S WAY H RETAINING WALL PER RIVERSIDE COUNTY STD.PLAN 284-197(BY SEPERATE PERMIv 757 IF.CONTROL(HYDRO FOR EROSION
REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE 9
RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. 9 182 1 CONSTRUCT REINFORCED CONCRETE CRIB WALL(TYPE PER PLAN)PER CALZRANS STD.PLAN CIA 7,040 IF.
RESPONSIBLE FOR CALTRAN'S COST OF CLEANING ANY THE CONTRACTOR WILL BE -
AS A RESULT OF DRAINAGE STRUCTURES OF CHANNELS CLUTTERED WITH DEBRIS AND OR SUT 181 J ROCK SLOPE PROTECIION 41,418 IF
CONSTRUCTION PROJECT, WHICH HAVE OR CAUSED BY THE K INSTALL CONSTRUCTION AREA SIGN PER CALTRANS TRAFFIC MANUAL STD.NO.C2J 2 EA.
AV 74 (ROAD WORK AHEAD)(JO'XJO-)ON A 4-X4'WOOD POST.
E.THE CONTRACTOR SHAL BE RESPONSIBLE FOR ENSURING E
THAT ANY STATE DRAINAGE PAVEq (END
CONSTRU07ION AREA SION PER CALTRANS TRAFFIC MANUAL STD.NO C14 21 EA. 31
FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION TRACT BOLIN NO ROAD WORK)(181=')ON A 474-WOOD POST >
SHALL BE OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE.
ADEQUATE CLEAN OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION R/W
P
Z
WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS 1nOO'(40.5m) R G-)
IOT(31.1m)
NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. CURB FACE 15.5'f4.7m) • THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)
F.WHERE SURVEY MONUMENTS EXIST.SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE V., A, V le G.B. 99
12' 19' 19' 1- 7' 1 12 12 V., Vc, 187 PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. c:
12
REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE,SEC71ON 8700 TO (I.arn) FH (2.4m)l(3.7m) (3.7m) (3.7m) 11m)(2.1 (3.7m 3.7m (3.7m) (14m) (1.8m) zo cl
m
mi 33
8805(LAND SURVEYOR'S ACT). I �g NPDES PERMIT NUMBER: DATE PERMIT ISSUED:
G.WHERE REQUIRED,THE PAVEMENT MUST BE SAW-CUT AT LANE LINE OR A MINIMUM 2 FEET I PER V _2& i/4LW V CA WDIDA 833C325192 12/18/03
FROM THE EXISTING EDGE OF THE PAVEMENT.
OR PARALLEL.OR CONCENTRIC WITH THE STATE THE SAW-CUTS MUST BE PERPENDICULAR IV, 1000" (1 E SHE 6i�6
HIGHWAY CENTEPUNE. 4. -1
H.ALL SIGNS,ROADSIDE MARKERS,ELECTROUERS,SHALL BE PROTECTED AND OR REPLACED FUTURE 114-VII—lb GRADING LINE ✓ 49 s I -7T--/
IN KIND,AT NO COST TO THE STATE,IN ACCORDANCE WITH THE CURRENT STATE STANDARD (Z&n) EXISTING HWY 74 1,601(BY OTHERS) TRACT BOUNDARY
PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL. Isi 1. PROPOSED IMPROVEMENTS ,COUNTY BOUNDARY
I.ALL FENCES RELOCATED TO FACILITATE THE CCINSTRUCTON OF THIS PROJECT INSIDE THE
STATE RIGHT OF WAY SHALL BE REPLACED WITH TYPE CL-6 FENCE AS SHOWN IN THE
SLATE'S STANDARD PLANS. STATE HIGHWAY 7
J.ALL SIGNING,STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MAJOR R 54
CURRENT EDITION OF THE TRAFFIC MANUAL,PUBLISHED BY THE STATE OF CAUFORNIA, LO M7
DEPARTMENT OF TRANSPORTATION,AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. BOU ffiky
K.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL 3 SEE CC
BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. HIGHWAY-7 • CONSTRUCTION NO
G' Ay FOR PA E
.EDGE OF PA pe
DEUCES HEREON
SEE SHE96 31S SECTION A-A SECTION B-6
F FA 120
1.2as '\-ttliCt BOUNDARY
41 CLASSES T IN / ) / '
(METHOD 0 PLACNENIT) 4
ROCK BACKING
_MAX 0100 WATER SURFACE SIZES- 1/4 TON NO.2 74 5 A A
SHOWN ON PLAN 1/2 TON 0-5,1/4 TON 50-100 L _j 0
200 LB
PROPOSED ROCK 75 LB 95-100 0-5 >
SLOPE PROTEC71ON 25 LB 50-100 14 m—,T I—I
1/4 TON, METHOD 8) 5 LB 90-100 Can,,;—a.
NOTES.
EXISTING PROPOSED ROCK -ROCK SHALL BE ETHER QUARRY EASE r 6 Fj G
GROUND SLOPE PROTECTION STONE OR BROKEN CONCRETE, SEE SHEET 40 aw. 0 z
(SAC COBBLES ARE NOT ACCEPTABLE 2. M. c
Bacwaoacm(BACKING NO. 2, METHOD B) N of oowN gaga swag es macaers
PLAN VIEW
(PROPOSED TYPE*9 RSP FABRIC PEI, LTRANS STD., SECTION 88.104) aoa 39, ED
.K - K 5,
SECTIO�.T.N.T.S.
I ,d
FOR ADDITIONAL INFORMATION, REFER TO CALTRANS-CALIFORNIA BANK DOWN DRAIN TO PIPE TRANSITION
AND SHORE ROCK SLOPE PROTECTION DESIGN MANUAL, 3RD EDITION, N.T.S.
1 AN 813-2,JULY 1992
4;_/1...
SEE-If El
JAI
& _71
F,FA
LEGEND OF ABBREVIATIONS & SYMBOLS '77
T.C. TOP OF CURB ——————J
00 — EXIST. CONTOUR SEE SHEET 9
F.L. FLOWLINE ELEV. —TOO— PROP.CONTOUR 4.11
T.G. TOP OF GRATE PROPERTY LINE _4a,_ v
G.B. GRADE BREAK DAYLIGHT LINE ,L.V
F.G. FINISH GRADE 2% SHEET FLOW RATE it INDEX MAP CIFY OF COUNTY OF
R.G. ROUGH GRADE — GRADED SWALE LAKE ELSINORE
F.S. FINISH SURFACE CENTERLINEDRAINAGE CT BOINDARY 72,11, q RIVERSIDE
INV. INVERT OF DRAIN SWALE HIGH POINT ol GRADING (PER SEPARATE PERMIT)
SETBACK
PAD ELEVATION P
FLOWLINE 60
F.F. FINISH FLOOR ELEV. SUBDRAIN
G.F.F. GARAGE FINISH FLOOR AREA DRAINam, 10' 1 20' 1 20' 1 10 2 0
B.V.C. TOP OF SLOPE
BEGIN VERTICAL CURVE
E.V.C. END VERTICAL CURVE >
•
TOE OF SLOPE
F �21— 1 `2 P.I. POINT OF INTERSECTION RETAINING WALL % 2% j
E
�.P. EDGE OF PAVEMENT
FIRE HYDRANT
T.-W. TOP OF WALL ELEV. STREET LIGHT
T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL
D.F. DEEPEN FOOTING Typ. 105, c:
TYP.
DEEPENED FOOTING z
L. LENGTH WATER METER ROUGH GRADE LINE m
DWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION 7onDTI7fJNqI STREET UNDERCUT FOR E 3D
7 74� • �j ROUGH GRADE SECTION sTREErs WITH STORM DPAN ONLY
N.T.S. NOT TO SCALE
DEPTH OF REQ'D OVER EXCAVATION _§E_ESHEE_T 12 o
P.U.E. PUBLIC UTILITY EASEMENT % J
q
PROPOSED SLOPE CUT/FILL LINE TREWS LANE (STA. 19+85.09-24-92.54)
PROPOSED INTERIM SLOPE - i N.T.S.
TRACTBOUNDARY
0 100 200 400 600......... 800
4 1%
t ........................ SCALE: V 200'
SEE SHEET 14
5 J WDID #833C3 25192
g. -�7 7�7%' 7"
BENCHMARKf MAN UNb: I 5LAL-LNVFINLLK PREPARED 6
USC AND GS BENCH MARK DISK IN CONCRETE BY PREPARED BY. HUNSAKER & ASSOCIATES C"OF LAKE ELOM —
WGAA-URT MONUMENT STAMPED D 307 1935,IS 38 FT WEST
IRVINE, INC
)0 OF
OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT AUL R."DUESTON,JR.P C.E.580 DATE INLAND EMPIRE REGION RGUM OMM PLAN _TF_
1/ 20 EXP.6/3-0/06 -�,�/, 2
of DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. ti 2900 ADAMS STREET SUITE A-15
5522 BEFORE DAYS BEFORE �s� — W RIVERSIDE CA 92504 N09)352-7200 MACT = M79
YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. NO.m2o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINERING/SURVEYING/GOVERNMENT RELATIONS
Sg OR 6/30/06
ELEV.1425.76 NAVD 88,HWY ELEV.142&31 NGVD 29 THE 6"ROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ro TOLL FREE 1-8DD-227-2600 MARK DESCRIPTION BY APPR. DATE INDEX MAP SHEETS ro
A PUBLIC SERVICE BY NOTE., THE VERTICAL DATUM FOR THE ROL17F D. SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES
PRaECr IS 2.45 FEET LOWER THAN2A L DESIGNED C
UNDERGROUND SERMCE ALERT THE VER77C SIGNED BY. MATTHEW BUSCH DRAWN BY. MATTHEW BUSCH 2280 WARDLOW CIRCLE,SUITE 150 W.O. FOR.
a F.B. FILE NO.
DATUM FOR THE TRACT IMPROVEMENT CHECKED BY-. PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH CORONA, CA 928080-2896
KEN A.SEUMALO CITY ENGINEER RCE 58915 DATE: JULY 003 (909)279-4 00 0919-25479 1 CENTER HOMES