HomeMy WebLinkAbout4169-11C)./ UNDER
1 51DEWALr\
8,5' DRAIN
OPENING J4
2.O' --? '-7r-0
,
Gil 0�
,V"�
PLAN ELEVATION
SPLASH HEADWALL
NTS
ommiMpoll
x.xx
PROPOSED ELEVATION
EXISTING I- - -LEVA PON
fff
FINISHED FLOOR
F5
FINISHED SURFACE
FG
fIN15HED GRADE
FL
ILOWLINE ELEVATION
Tc
TOP Of CURB
Tb
TOF Of BERM
TW
TOP OF WALL
TF
TOP OF FOOTING
TK
TOP OF RETAINING
B
-
GRADE BREAK --DKIVEWAY
VC
VERTICAL CURVE
AC
ASPHALT ---
EF
EDGE Of PAVEMENT
FP
POWER POLE
FCC
PORTLAND CEMENT CONCRETE---
5EP
SEPARATE
51- IMP
STREET IMPROVEMENT
5TD
STANDARD
FAD
PAD ELEVATION
KIM
MANHOLE RIM ELEVATION
INV
FIFE INVERT ELEVATION
HDC
HIGH DEFLECTION COUPLING
fLG
FLANGED
Mi
MECHANICAL JOINT
5C
BEGINNING Of CURVE
EC
END Of CURVE
BCR
BEGINNING Of CURB RETURN
ECR
END Of CURB RE -TURN
PL
PROPERTY LINE
P\/VV
RIGHT-OF-VL/AY
Cf
CURB FACE
CG
CENTER -GRADE Of FIFE
IV 1-1
MANHOLE
WC
GATE VALVE
SEWER --
5— 5
WATER
—W—VV—
PROPOSED STREET LIGHT
EXISTING
STREET LIGHT
EXISTING
HYDRANT
PROPOSED HYDRANT
EXISTING
MANHOLE
EXISTING
POWER POLE
EXISTING
SIGN
BLOCK WALL W'=
I I __ I L I \ I V' L.l I " I "I I \1 I I I \-"\ I I
I I CON OR EQUAL RIP RAP
NT5
10,n
7DRIVEWAY c
41
61
�o
5' —_ G'
4 5 2'
Lc—
PLAN
OPEN
PROFILE
\ ZO '�60n
DETAIUX
NI -FC,
OPEN
PROFILE
c '3,
DETAIL'B'
NT5
4'
SECTION C' -C:'
LLJ
sj
SECTION C -C
--CROSSING PIPE WALL
(DIAMETER OF PiPF 0
X1
QP-"ONAL 90� r
LILANKET (TYP
CONCRETZ S�ANKFT 2
A,,
OONCRETE
00/2 FOR D > �75 rrm (1511)
3D,/4 FOR 0 37� o"m (15")
IJNVISTURGED EARTH (TYR)
EXISTING PPE ... "
OUTSIDE OF PIPE B F. LL, Rym
CONCRETE J.31,,
e_CQZN, E X1 S T1 N G PIPES C-R05S99_CL'v_F-R 91y__6__q_E_A' E-1
NOTES,,,
t, CONC,RE M SLANXP-T IS AF_C44JIRECD INH --'N THE C_Kk
Cv.ARAN0f_ ETA EN THE TOP Or THE 5ThNG PIPE
AND 14F BOTTOM OF THE CnOSSINA PIPE IS LESS A, 450 mm (18"),
2, y - 0 �15 (150 mim M12 YHERE THE CLEARANCE ET CNS THE Top OF T'PE EXISIING PIPE ANO
r ROS,�NC, PIPE M LFSS Tk,',1,N 'D BETWEEIN
riE WTOM Of T4 -1 Y THF CONCRETE SH�kLL EM PLACZ
wmw, Pre Up TO A LE" L, ECUA& TO Y X90VE -7HE
R-'PE� ANG AROOND T14C $IOES Of- 'r,4E CKC
I EX I S NO P'PE, OR AS REQUME0 13Y �NOF 3 BCLOW W,1-104EVS Hiati.k
3 X --ii, 0 l& MIMMUM, TO PROVIDE OCODIN3 MATEMALw FOR OIE CROSSWO CONOULT. 'AHEN X IS I -E915
"ANE HF MINIMVNI, THE ENTIRE TOP SURFACE OF THE OL. ET SHALL SE PASED TO MAKE COT1'TA43
AITH THE t.0'NER 90' OF THE (,'R05SING PIPE,
4,. I'HE 5LAM<FT SIJAU_ ZXIEND L,ONGITUMNALLY TO THE FIRS7 JaNT BEYOND THE TRENCH CXCAVATON
r 14FED 140T �� FXTE�NOCO MORE rHAN 1�2 fr
AT EACH ENO OF 'n4'9' 8L,ANXET, EXCEPT THAT TIMEgi-ANKE"
(4') 8FYONO THE TkiNCK OF THE 0L.ANKECT, ALL 0!.N4f_N54(;r4S SHALL
5. vMENEVER A P,PE SE�_L IS ENCM,)NTFPE0 'iAITHN THE LIMITS
pEFER ro TI -IT" BE(_L,
50 mro (2 THICK STYPOFOAM OR
01aVERT SLA 4 OF AR(,' W.)x COMPRESSMLE
.H OR
55,�1CT40N (CROSSINOA CONOUIT)
MATERIAL
NO MINNUM
UNOiSTURSCO CARTH v
OLIT910F OF PIPE BELL—'
CROSSED ER BY A NEW 9OX _CIS _ARCFIj
t COMPRESRISLE 8LANKET IS RC -
Q�REO EN THE CL&ARANCE, BETWEEN TYE TOP OF 71HE EXISTING
O
PIPE AND THE BOTTOM OF TWE CRCS%NG CONOWT (BOX OR ARCH) IS :_ESS THAN 450 mm, 08,1y.
2, THE BLANKET SHAU. CXTENO LONCIT14-INAL0 FOR 1HE FLILL mRO%SWG CONDUIT TRENCH NOTH,
STANDARD PLANS FOR 'PUBLIC WQFKS CONSTRUCTION
STAk ARD OLAN
ARO a* Pic
"06viZ
I -
PWOUC vrAxs STAROARIS
OtU430C% ri�WJIIX BLANKET PROTEC110N FOR PIPES
lrto" 225-1
No
9=11=1
SECTION A -A it'l
STEEL PATTERN OWN M
PICTORIAL ONLY, SEE NOTES
_ _ SH
2 AND 7
SECTION -
OPTIONAL CONSTRUCTION
JOINT;
RCB OR ARCH TO RCP USE,
CONST JOINT OF RCB OR ARCS -
RCB tO ARCH, USE CONST
,DINT Of RCEI
sm
WHOM
#a move, 4 -
IV?
VMS
TASL I
F L
4
SEE $RET 3
FOR NT
Tt,
ANUtLh5 COUNTY DEPARTMENT OF PUBLIC WORKS
NOTES
1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL
NOT EXCEED 5' 45'.
2, REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS:
RCB TO RCP AND RCS TO ARCH - T14AT OF RCB SECTION,
ARCH TO RCP -- THAT OF ARCH SECTION.
ARCH TO ARCH THAT OF ARCH SECTION HEAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANS1710N.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCS TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mr-n
(4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF fHE RCP WALL PLUS 100 mm (4,").
RCB TO ARCH AND ARCH TO ARCIA - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSf7ION AND SHALL_
VARY'UNIFORMLY BETWEEN THE TWO ENDS,
4- THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY'
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 rnm (5"") FO[i PIPE
SIZE OF 2400 rnrr (96") OR LESS, AND 200 rnm (8") FOR PIPE SIZES
OVER 2400 mrr (96"),
6. fc = 28 MPc 0000 PSI) AT" 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RIC&
7, ALL STEEL, EXCEPT LONGITUDINAL STEEL. SHALL BE GRADE 400 (60)
E31LLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS
OTHERWtS'E SHOWN.
KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RC8 CR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSI'nON STRUCTURE AT THE CONTRACTOR'S OPTION, SEE
SECTION B -B,
S. THE TRAN51-FION 31-RUCT-URE SHALL BE CONSTRUCTED IN ACCORDANCE
THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PLANS,
1, (,`,ATCIi BASIN PROTECTI!ON BAR ANO vramUPS TO SL-, 1N4$TALIXrj,
AT INLETS ONLY,
2, STEEL SUPPORTS TO BE $PACED EVENLY IN OPENING AND NOT TO
EXCEF.0 2,14 In (N C,C, THREAD 75 rom, C3`11 ON UPI EO END,
3, NOT LESS THAN THREE 16 mm 0 X 2,50 mm Cvs# 0' X to') ANCHOR
BOLTS WELVE0 TO ANGLE,
4, SLOPE UNLESS OTHCRMSE SHOWM MEWALK FINISH.
5, CON$ TRUC71()N jotNr,
BASIN' ANHQLF FRAME a CO ER,
REINFORCINO $TEEL, SHALL HAVE A COVERING 0 F AT LEAST 25 mm fl*)
OF CO CRETE AT W-1. POINTS,
8- FOR REINFORCING AROUND MANHOLE$ IN SIDEWALK AREA SEE STD,
PLAN 30 0,, cuRB OPENING CATCH BASIN�
9,, SPACING OF' TRANSVERSE, RVM7QRCEMENT SHALL SE MEASUR,Eo
ALONG k OP CULVERT EXCEPTING mL,e,r/()U'TLET ,ANO, f,
10, ALL REINrORCmG SARS SHALL BE LAPPEM 20 BAR 01A,,MUrpS AT
ALL SPLfCE.'S.
If, FLOOR r(E TROWELED SMOOTIH.
12" A HEADED STEEL STUD 13 mm X 130 qIm (jj2,, X 5 viw) wrm HEAD
'DIA.z 25 mm W') ATTACHED BY Ay FULt, PENETRA�nON $UT'r WELO MAY
BE USSR AS AN AtTr_-�RNATE ANtOR.
3 - REINFORCINO STEEL AND CONCRETE siiAL,,L REE PER APWA -STANDArm
SPECIFICATIONS FOR PUBLIC WORKS CON$ TRUCTION'
I4„ 'AAL UES FOR 0, S� L 5 V ARE SHOWN ON PROJECT PLANS,
15. DIMENSIONS, 3H1014N kpq T"HE" PLAN FOR MEtRIC A14D %,rNQM'3H UNITS ARE
NOT EXArI,Ly EQUAL VAI.UESS, W METRIC UWTS ARE USER ALL. VALUES
USED FOR CONSTRUCTN)N SHALL eF METRIC VAI UI�S, IF ENqLfSH UNIT$ ARE VSeD"
A4L VALUES UiSEo FQR CONST RUCrION SHALL BE ENGLISH VALUES,
LOS ANGELES COUNTY DEPARTMENT" OF PUBLIC WORKS,
STANDARD Pt.,,AN
ME TR ICS
PARKWAY CULVERT'
0 5,
3 OF 3 j
... . . . .. . .........
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
RANijo BY: SCALE:
SHOWN
TRACT NO. I GG58
DESIGNED BY:
DILL I -AN \NE-THY,,�NUF POPLARANDALL AVENUE -AVENUE DATE
JUNE 2007
AS
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r
07 Vi WAY� PZ
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