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8TH STREET
AND SnNAGE CONSTRUCTION NOTES
Fil PAINT 4" SOLID WHITE LINE PER CITY STD. PLAN NO. 133.
ElPAINT 4* SKIP YELLOW CENTER LINE & TYPE "D" MARKERS PER CITY STD. PLAN NO. 133.
0 20 40 80 120Fil PAINT 4" SOLID RIGHT EDGE LINE.
F❑41 INSTALL "NO PARKING ANYTIME" (R26) SIGN ON STREET LIGHT POLE.
SCALE:1"=40' 015 INSTALL "NO PARKING ANYTIME- (R26) SIGN AND POST.
PAINT STRIPING AND INSTALL MARKERS PER CITY STD. PLAN NO. 406.
ElPAINT 8" WHITE CHANNELIZING LINE PER CITY SM. PLAN NO. 133.
PAINT RIGHT TURN TYPE rV (R) ARROW PER CALTRANS STD. PLAN A24A.
1/2- CHAMFER ON EXPOSED SURFACE
SALVAGE EXISTING FRAME AM
COVER NO MANHOLE CONE
1/2- EXPANSION JOINT FILLER
CONST. 2 a ■ 2 a tG*sS*) $OUA*f PLUG--N,.�,
TOP OF WALL JI
LL15M 9 300 amf#40F?*I. BOTH WAYS
EXIST. RCS
EXIST. RC8 T+T MANHOLEABANDONMENT
VARIES SEAL FOR RCB
ROUGHENED SM 0 so
JOINT DETAIL 2., lo �
SURFACE T (-4012') MAX..
200 wrOTH WAYS
($*) MIN. A!
8w (36*)900 �MAX. LL REMOVED CONNECTOR PIPE
ELEVATION AS SHOWN ON PLAN 200 mw
Ac PAVEMENT to MI COMTMXT SOUAK
CONCRETE PLUG t.EXISTING RCP
'MOVEO
L
CONNECTOR PIPE
-W714
ABANDONMENT SEA ROW 2004
DIMENSION TABLE VERTICAL FACE 520-A-2500 PCC FOR RCB INLET
H - FT F - IN
ISM 0 300 mm MAX.. 0401121=
BOTH WAYS; (MAY
3.5 9 BE OmiT TED FOR 460 mm
4.0 10 BATTER 4 1/2 : 12 1181 DIA. OR LESS) 0
4.5 11
5.0 12 ISM 0 300 mm ROUGHENED
16 1 CF NO. 3 CONCRETE (&40121) MAX.. SURFACE
5.5 13 AGGREGATE IN A BURLAP SACK BOTH WAYS V.
6.0 14 I stopr, 1/2' SECURELY TIED. .; CITY
6.5 15 PER FT. 200 wm 18*1 MIN. DATE DESCRIPTION OF REVISION APPROVED
7.0 161/;��CHAMFER 3- DIAMETER WEEP HOLE r
7.5 17 15O.C. ABANDONMENT SEAL CITY OF RANCHO CUCAMONGA
8.0 18 SECTION A-A FOR RCP INLET
NOTE: SIGNING AND STRIPING PLAN
SECTION DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS FOR
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES. REINFORCING DFIC 2004-00428
BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR
SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION Uni 811REE7
SHALL BE ENGLISH UNITS. Lost Update.6/15/05
• AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER L\2473\2473ST--03.dwg 8 r AM STQW DRAM WROVEM R- iff
NOTES: 1. EXPANSION JOINTS SHALL EXTEND THROUGH THE ENTIRE HEIGHT OF WALL AND BE N0%R QAhDmn.E ABANDONMENT SEALS STANDARD PLAN FROM 500 FT EAST OF HUMAN TO 1280 FT WEST OF ARCHIBAW AVE
MpFuc
C ViOAKS I TANDI.-M PC
SPACED AT A MAXIMUM DISTANCE OF 40' OR AS DIRECTED BY THE ENGINEER. "JW0"EE'.MOOK commra
low FOR MANHOLES AND INLETS 381 - 1 APPROVED BY: DATE
2. F=18" MINIMUM WHEN RETAINING WALL IS USED AS A CULVERT END WALL PIEV In$ USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION sHmIOFl BENCH MARK: �gOFESS CITY ENGINEER R.C.E. N0._24953
ox/ DESIGN PLANS PREPARED BY: RECOMMENDED
S.B. CO. SURVEYOR'S BENCHMARK NO. 7—A' r"
FOUND SAN BERNARDINO COUNTY SURVEYORS DRIVE PIN WITH BRASS TAG CR THIEVES EwG'NffRING, 'Nc- A ---
CIVIL ENGINEERING - LAND SURVEYING
ORAVITY WALL----(D PATCH AN[D REPAIR (B IN TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE OF R.C.E. NO. 43293 DRAWN 14MSHEET
HELLMAN, 18 FEET WEST OF CENTERLINE OF HELLMAN AVENUE, 26 FEET LA MIRADA, CALFORNA 906M
NTS NTS NORTH OF CENTERLINE OF STH STREET, 39 FEET SOUTH OF SOUTH RAIL Vn Exp. 3-31-* ,'c PH.(714)521-4811 FAX(714 1-4173
OF MAIN LINE TRACKS AND 3 FEET BELOW TRACKS. I ,,yl AC 3 OF 5 -
C/vl\- 04�' -- -
ELEVATION = 1096.248' (NGVD '29) of. C j CHECKED DRAWING
HIA DATE R.C.E. No. 43293 — 2044-S -
PROJECI SHEET NO. OF