HomeMy WebLinkAboutStorm Drain (MeadowsPky)1. THE CONTRACTOR SHALL CONSTRUCT THE FLOM CONTROL AVPROVEWENTS
SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S
MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS DATED
SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED MAY,
1971.
2. ALL STA77ON/MG REFERS TO CENTERLINE OF CONSTRUCTION UNLESS
OTHERWISE NOTED.
J. STA770NING FOR LATERALS AAV CONNECTOR POPES REFERS TO THE
CENTERLINE—CENTERLINE INTERSEC7700V STATION.
4. FORTY EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERWCE
ALERT AT 1-800-227--2600
5. ALL ELEVATIONS ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C.
& G, S. DATUM.
6. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.
Z ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWSE ACTED.
8. OPENINGS RESULTING FROM THE CUTTING OR PAR7TAL REMOVAL OF
EXIS77NG CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED
SHALL BE SEALED WITH C OF CLASS "B" CONCRETE.
9. PIPE CONNECTED TO THE MAIN UNE PIPE SHALL CONFORM TO JUNCTION
STRUCTURE NO 4 (JS 229) UNLESS OTHERWISE NOTED.
10. PIPE BEDDING SHALL CONFORM TO RCFC & WCD STD. DWG. M815.
11. "V" IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE
TDP OF CURB TO INVERT OF CONNECTOR PIPE.
12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSIONS SHALL
BEGIN AT EXIS77NG CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED.
IS ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND 07HER EXIS77NG
IMPROVEMENTS TO BE RECONSTRUCTED W KIND AND AT THE SAME
ELEVA77ON AND LOCA77ON AS THE EXISTING IMPROVEMENTS UNLESS
OTHERWISE NOTED.
CrDM
PRIVATE AND PUBLIC LML E5 AS SHOWN REFLECT
AVAILABLE RECORD INFORMATION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCi477A G ALL UNES AF
FEC77NG THIS WORK AND ANY DAMAGE OR PROTECTION
TO THESE LINES. PRIOR TO STAR77A G CONSTRUCTION
OF THIS PROJECT 7HE CONTRACTOR SHALL VERIFY THE
EXISTING ELEVA77ONS OF THE EXISTING MAINS WHEN
MAKING CONNECT70NS AND UNCOVERING ALL EXIS77NG
U77LITY LINES AFFEC71NG THIS WORK. IF A CON—
FLICT NV LOCA77ON IS N07ED, THE ENGINEER MUST
BE N077f7ED BEFORE PROCEEDING.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI—
MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO
THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF COIVSTRUC77ON OF THIS PRO—
JECT INCLUDING SAFETY OF ALL PERSONS AND PRO—
PERTY. 7HAT THIS REQUIREMENT SHALL APPLY CON-
77N000SLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS AND THAT THE CONTRACTOR SHALL DEFEND, IN—
DEMNIFY AND HOLD THE OWNER, THE CONSULTING EN—
GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM
ANY AND ALL LIABILITY REAL OR ALLEGED IN CON—
NECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULT—
ING ENGINEER OR ANY PUBLIC AGENCY.
THE CONCRETE COVER ON THE NVSIDE OF ALL
REINFORCED CONCRETE PIPES MUST BE INCREASED
TO PROVIDE A MINIMUM OF 1 1/2" OVER THE REINFORCING
WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND.
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL
BE f'c =5, 000 PSI FOR VELOC177ES EXCEEDING 20 FEET PER SECOND
AND f'c=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND.
IN THE CITY OF TEMECULA COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STORM DRAIN PLAN
TRACT NOS. 24188-3 & 24188-F
A L
ORY r. 7 s
/N/N..�'VR4 I
MP
010=52.6cfs
0100=85.3cfs
010=5.4cfs
0100= 9.2Cfs
0 100i 0=9.2cfs
010-45.5cfs
0100=73.4cfs
0100in SD= 74.3cfs
�0•
---- STORM Z7RAIA(LINE A2 e
Q1o=7.7cfs
0100=12.Ocfs
0100in CB=9.3cfs
8TOr9M PR4/N L /NE A >
&NOTE: LINE A I nMcnEn ASSUAInvc nen m nonr
�I[• �
s r BY LINE Az AND S nHEetFoRE caysEWAnW
� . I
saw Milo Mw SIMMI �=M seem "'64
GRAPHIC SCALE
rev p 7 9 4 N i' a� 1wf 7R,44Y w /Www,k� A,
oo9
so 100 zoo 400
90 90-P
INDEX MAP
.NOTICE
THE CONTRACTOR SHALL NOTIFY THE CITY (OR DISTRICT, AS
APPROPRIATE) IN WRITING, A MINIMUM OF TWO WEEKS BEFORE BEGINNING
CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE OBTAINING
AUTHORIZATION TO PROCEED.
a IJn�er�r®sand
PRIVATE ENGINEERING NOTE
BENCHMARK CMWW of � . T �
&M1
E�
3 * r v 1 C e A I o P t
OONTRACIOR mmw 1FIAT N AQDOmwm w" OOrERIH1Y
CONSTRUCTION , CONSTRUCTION CONTRACTORWRL BE
2 l j; �lk9T.N DEC N OONC. C"M LDd11ED FMMI IM NVERSW 10NACCEPTED
F1CNO � CALIFORNIA NROCHO
�ALIF�ORNA�ONT
DR/WCHOCALF NJ
Cl�l
Call: TOLL FREE
I
r
010=5.4cfs
0100= 9.2Cfs
0 100i 0=9.2cfs
010-45.5cfs
0100=73.4cfs
0100in SD= 74.3cfs
�0•
---- STORM Z7RAIA(LINE A2 e
Q1o=7.7cfs
0100=12.Ocfs
0100in CB=9.3cfs
8TOr9M PR4/N L /NE A >
&NOTE: LINE A I nMcnEn ASSUAInvc nen m nonr
�I[• �
s r BY LINE Az AND S nHEetFoRE caysEWAnW
� . I
saw Milo Mw SIMMI �=M seem "'64
GRAPHIC SCALE
rev p 7 9 4 N i' a� 1wf 7R,44Y w /Www,k� A,
oo9
so 100 zoo 400
90 90-P
INDEX MAP
.NOTICE
THE CONTRACTOR SHALL NOTIFY THE CITY (OR DISTRICT, AS
APPROPRIATE) IN WRITING, A MINIMUM OF TWO WEEKS BEFORE BEGINNING
CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE OBTAINING
AUTHORIZATION TO PROCEED.
a IJn�er�r®sand
PRIVATE ENGINEERING NOTE
BENCHMARK CMWW of � . T �
&M1
E�
3 * r v 1 C e A I o P t
OONTRACIOR mmw 1FIAT N AQDOmwm w" OOrERIH1Y
CONSTRUCTION , CONSTRUCTION CONTRACTORWRL BE
2 l j; �lk9T.N DEC N OONC. C"M LDd11ED FMMI IM NVERSW 10NACCEPTED
F1CNO � CALIFORNIA NROCHO
�ALIF�ORNA�ONT
DR/WCHOCALF NJ
Cl�l
Call: TOLL FREE
REQUIRED I ACME SOLE�COMPLETE RE5PONSIBI SITE
ROAD 10 CTION OF W ROAD AND
c) L�
1 soo
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY of ALL PERSONS AND PROPERTY: THAT THIS REQUMtENf?1r
MARGARITA ROAD. N THE NA CORNER OF THE NTERSWT10N 1' E. OF A
T CFWN LNIc FENCE, 21'x 1a' AROUNID SO. CALF. GAS VALVES, +0' N.
� Ned J. Am°
/� /�
7 � 2 6 o o
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
_ _ _
DEFEN' n,,mN �I FL
OF P.P. NNO. 94' N. OF THE CENTERLINE OF RANCHO CALJFORNA RW.
POST SET 1 � W. of ANT.
No. 057x35
i i
INDEMR.% �D FIOLD D PR NN A LESS FRO.ToA Y
9�T3 112IL410
ftp. a30 _ _02
TWO WORKING DAYS BEFORE YOU DIG
AND ALL LIABILITY. REAL OR ALLEGED, N CONNECTION wfTH THE PERFORMANCE
OF WORK ON TI -NS PROJECT. EXCEPTING
NEGLIGENCE DESIGN PROFESSIONAL. LY161LTTY ARISING FROM THE SOLE
9�\
OF M\F
( IN FEET )
1 imh = 100 !L
1N
THE CONTRACTOR SHALL VERIFY LOCATION & ELEVATIONS AT ALL
CONNECTION POINTS AND ALL EXIST. UTILITIES IN PARKWAY PRIOR TO
STORM DRAIN CONSTRUCTION. ENGINEER TO BE NOTIFIED AT LEAST
TWO WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION IF
CONNECTION POINTS ARE NOT PER PLAN AND/OR IF 6" MIN.
CLEARANCE IS NOT MET BETWEEN ALL EXISTING UTILITIES.
The Keith Companies ,.
nm codw *wn% ab in ate. moi: at r u -m fir) mai
APPROVED BY:
DATE: NED J. NWk* R.C.E. NO. 57935
REGISTRATION EXPIRES 06-30-02
v
%- W".$I.
INDEX OF SHEETS:
1 OF 3 TITLE SHEET
2 OF 3 LINES A & A-1
3 OF 3 UNE A & A-2
City of
10 ON aEno
ijc CIZ)MM k-VAT `
NOT • SCALE
PROJECT
SITE
R/W R/W
I =�
U W
QZ
DCIST. IMP, cn J
TO BE REMOVED
I
TYPICAL SECTION
N.T.S.
MEADOWS PARKWAY
•
RECOMMENDED BY. -DATE: a
01
ACCEPTED BY: f- DATE: OF/2 A/
RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS
R.C.E No.— 19744 Expires 9/30/01
•
CITY OF TEMECU TKC JOB NO. 31614.000
aroW aRiuv JWPWv1349vr Pins
AE4DOW8 PAWWAY LD0018000
TRACT 24Wti9 & f
7TTLE SHEET sir 1 of �
HORIZ. SCALE: 1"= 40' VERT. SCALE.- 1'= 4' TKC ACCOUNT NO. XXXX
0
Potted: 8/17/01 12:14:49 PW W K_ tollfw DIM. N: \ 31614. LIDO\ dwg\ PRSD-0001. dwg
ter. so mw mr, mirADows mN" sD
PER R.C.F.C.D. & W.C.D. PR IECT NO. 7-0—#13
SEE SHEET AAO. 8 OF 17 OF DWG NO. 7-166.
LINE A --20b .tea
PER CITU or TEMECULA
SEE SHEET 3 OF 3 OF
DWG ASO. LD 99 221 CO
LINE A—20aT1
PER CITY OF TEWtV
SEE SHEET 3 OF 3 OF
DWG W. LD 99-221 CD
t
Z (j
mm
W ` LQ col t� o�
N � Zi
Go V'44
cS
Ca U3 q 4
4
suNnn'
AISDOWS 014.
RA
iw Y l
X152
C. L. C
L94
V...... � •-��'� '
PR0f11.E .1M
�i
w
15
0I
LINES A & A—1
�.�. -`.`
iz
THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED
CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1
1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED
20 FEET PER SECOND.
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE
f'c=5, 000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND
AND f'c= 6, 000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER
SECOND.
1 C067WCT 18" ICP (SEE PRORLE FOR D—LOAD)
2 CaWMUCT 24" RCP (SEE PRORLE FOR D—LOAD)
36' RCP (SEE PROFILE FOR D -LOAD)
4 CONST. cork. COLLAR PER R.C.F.C. & W.C.D. S V. DMC Ala AM3
S CONS7RUCT C.B. NO. 4 PER R.C.F.C. & W C.D. STD. DOC. NO. C8101 ANO LOCAL
NO. 2 CASE B PER R.C.F.C. & W.C.D. STD. DWG. NO. LD201
COA6TRUCT JUAACTION S7ROCnM AAO. 2 PER R.C.F.C. & W.C.D. STD. DWG AV JS227
8Q MANNXE A00 4 PER R.C.F.C. & WC.D. STD. DMC APO. AlH. 254
CONSTRUCr 9Q CONCRETE BCXKHEAD PER R.C.F.C~ & W.C.D. STD. DAG. A(816 DURING PHASE 1. REMOVE &,60N EXIST. PIPE DUAYAAG PHASE 2.
10 CONSMLI SWaE PIPE HEADWALL PER CALTRANS STD. PLAN D89 (SEE S7/EET 3)
�F%" 1f - -
NO. BEAR/NG DELTA RADIUS
LENGTH TANGENT
N08.11 '31 "E — --- —
91.42 — — —
N21.48'29 "W — — —
31.56' — — —
06'50'02" 1588.00'
189.40' 94.81 '
N35"01'51 "E ---
25.01 ---
N4735'15"E ----
4.54' ---
A/,d ' 15 "E — -- --
146.34' -- --•-
NIU0.9,00 11*1E
13262' ---
COWTY OF RIVERSW &4W77(W STRCICTLRE DATA TABLE
STRF7UCTURE
MAIN
LINE
LATERAL LEFT
LATERAL RIGHT
D 1
D
2
NAME
A
B
C'
E'
L
NAME
A
B
C'
E'
L'
J. S. O 10+00.00
(E) UAE A
LINE A
45'00'00"
36"
7.3'
6.3'
5.9'
60"
60"
M.H. 011+00,007
LA
45'00'00"
24"
5.4'
5.1 '
6.1 '
36"
36"
PRIVATE ENGINEERING NOTE BENCHMARK caarrr OF � TILM. 1 -2s -s1 �OFESS/p�,'
CITY U F T E M E C ULA
TKC JOB N0.31614.000
UndergroundooNsnlucTloN ooNTlalc,�loR �s TIMT � �cooRla�wcE rIIrH ODE11AlLY 2 1 1lIIA<!S orx � ooMc. cnnloaR LocA�T1 FIION TME Telaal�,roN �� `�C The Keith C o m pa � i es RECOMMENDED BY: DATE: $�I�a/ STORM DRAIN /AIIPRO VEME /T PLANS'
Service Aier
ACCEPTID PRACTICES. CONTRACTOR WILL BE OF F110Nf Sr. M� RAN(MD CKWORMA IIDAD. 1.8 MILES N.E ON RANCHO
Call: TOLL FREE'��'° A s01E Am COMPLETE REWON31BIIJTY FOR Joe sTTE auFlORNI�► RaAD TO TME INTERSECTION OF raAANaa cx'F°Rw`.RaO AND =' MEADOWS PARKWAY
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. MARGARITA ROAD, IN THE N.W. CORNER OF TME NTOM 11ON 1 E OF A C7 Ned J. Ann oLDOO-18000
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIREMENT T CWM LW FENCE. 21'x 16' AROUND SO. CALF. GAS VALVES, 40' IL Ella OW Aim^ yi JM 1rMr %ft d UW3-lM�1 W WI /
1 aoo SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL of P.P. (NO. 94 N. of THE CENTERLMlE OF RWW CALIFORNIA, Rao. No. 057835 ACCEPTED BY: o DATE: 8 Z zAl. TRACT 24188-3 do -F
227-26001 WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO FIBERGLASS WRQ POST SET 1 W. OF MONUMIM. RELOCJI ]�D UNE A D T4 G�S �.ONf 1K: T • t
DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ADJ. DATE 9/13/82 ELEV. 112M.410 �. Q-30-02 APPROVED BY: RONALD J. PARKS
AND ALL LIABILITY. REN_ OR ALLEGED, w CONNECTION WITH THE PERFORMANCE J, Q. REVISED UNE A DEPUTY DIRECTOR OF PUBLIC WORKS LINES A A A-1 SHEET 2— OF -3
OF WORK ON THIS PRWECT, ExCEPT1NG LUBIIJT I ARISING FROM THE SOLE ---
TrMO WORKMG MM sEFi01lE YfOU DIG NEGLIGENCE OF DESIGN 9�` � Cp►`-\�� ' O NED J. ARAUJO R.C.E. NO. 57835 MARK REVISIONS: APO. DATE R.C.E No. 19744 Expires !/30/01
DATE: / 17/ I REGISMT)0N EXPIRES 06-30-02 DEsiI By .N:___ DRAWN 9Y A_ CHECKED BY HORIZ. SCALE: 1"= 40' VERT. SCALE: 1 "= 4' TKC ACCOUNT NO. XXXX
Plotted. 8/17/01 2:15.25 PM By: m-gonzo/es DII N.•\31614.000\DWG\PRSD-0002.dw9
V
7Q
SCALE /N FEET
Qtwm;V.3 CFS
0
MAIN
LINE
LATERAL LEFT
a
D 1
D
Z
NAME
VI2.J •
®
co
E'
L'
NAME
A
B
y
E'
L'
M.H. O 15+47.91
LINE A
Jn
Yr
�
WI
•
�
LINE A2
45"00'00"
18"
r
f
r
#r.`+
11
_
^�WM"w�^M.rh+'W.Wla/M'^l�• *':tAMIrnM AMS',r•air.+..eayp�wRwr:�..vv.!."IFfw.,vv+tww�/,.pq,;,�N!.�,yrM'w^.���w.wry.,.;yw.xw.np�^'.,.sum^WkW+;•w-+M'NMYp✓rM.Rrwv��YrM�^�u,^%w=„MAMa��1111.�wa,WMMpgrgx:..,
S.
V
y
• •
f.
p
W
�
co
#
n
a
1
1
Pl
n'
P
M
R
w
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w
^
W
8
y
YF
�
6
P
H
• w�w,.w.,,,.��".�
�A,rW:}.M�F,.Mr•m,mrnn�...
'�•wsar�ryr�py�.P+�.
w
loop
4
W
P
o CA
A
M
P
w
ry
W
M.
y
:... ,a •^+Ml
.. ... ,,,. ,. .... .... .�.. ,..w.
..;r::,, M
,�1 mr�.m. w,r ns7.+.a••'y„•'Mly�r�,.wr :ednpww'w,p.w.,'^-'W n.;. +r ,
y.R ryY N,, ,. ...,.,:.nww•tr 41T Marra. +,•,Mp npwy!�+
.. .,•,'•'�^aM?..,wrt`�M�wr,••Mr11Y,.„ wNwewrr.I.n...eanrm.ww.wwMww!w».M..•nr.,...
r mlrM^•w
� mr„ ,w»....
.a M.M'w^�" ^T`nr ••* M'..wlWa
�wawawn..
..,.�„�.r,.+w��.bw*wyµ'r.�w*wrwv..
.wr�.+�wr�•wr+ � ............aNnwM.MmrnaSMrwmr...
w
Mr. GEIS MW
n
O C
Y
b
K
I
DW AA2
`
n
�
M
W
•
L.F.
18 RCP D=200D
y
e
HORII, F-4&
VERT, 1'-4'
YI
.:.r .
M
1
1
M
p.
k.PIPE*
IY
N
•
>
I
PIG
r}
4
LJ%• a# mw
W
i
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p
• .• ,:..r.. •. , 'A'Rhe....a,.r,n.w!. wv11^.,gi,.,p.nr./nw"!Mry^.n,..wwvX^!AFI.
.
'•ryy,:r.�Y,.i•p,.
.wrvwew•.;ewmn.Wp*.m..evfw.Wr.,am'.IIWM
�9r-rM1Mr,ewr... -.♦�y
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IMn,ylil''M".rR� ...
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,q ,..,n .. ..., ..
4
P
mr
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X
•w9.'MMMS.'4"MIN 4N.r�lnt:•tY wMM.!n. ,.. r.. W'M"NMM.
•
r
W
•
i
A
JU- RRCP (v--wZU q) j I 36" RCP (D=200LI
I
14+00 15+00 r7 S 0+00 17+00
0
c0i �
e
_. . rW—rILLOP”
.0
I
Ad Y •y �
AA i
Y
.. � � ill ,• � � � i � ,
,..,.a••i•. -.,.�!.�NV��.�.d..,.,��.�,,.,.,,.,.•.w„,�.,..w�,�I�.M....r............��!r..�,,,_.•., ...�,,...�.,,.�...,.
d
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ao
ttnd
Y
Q lMVV k
WY
Ln to
1 1 I
M 9 ■
`+- N y
ch F..
dM6.
2Yfi �. dA
>s u
J6RCP (0=2000) .d
1 P
LIN$A A
I A-1—`p11R.WT4�' ^'r;•1.ar.+M!• v>A..yppr.y.q ,�rme 1x,x iv 4 • u1
ilYM�r.+AewM'.sre.+M^,i-•:.,.pp+Mgww•Nµe,.mp•.:,:..r.,;:r=�...a•/•M,.,�,,w,'., �'a �,. � uM
18+00 19+00 20+00 21+00 22+00 10+00
CO(WY OF RIVERSIDE JLW TXN 8TFRt)CTU RE DA TA TABLE
STRUCTURE
MAIN
LINE
LATERAL LEFT
LATERAL RIGHT
D 1
D
Z
NAME
A
B
co
E'
L'
NAME
A
B
C'
E'
L'
M.H. O 15+47.91
LINE A
Jn
Yr
�
WI
•
�
LINE A2
45"00'00"
18"
r
f
_
36"
36"
^�WM"w�^M.rh+'W.Wla/M'^l�• *':tAMIrnM AMS',r•air.+..eayp�wRwr:�..vv.!."IFfw.,vv+tww�/,.pq,;,�N!.�,yrM'w^.���w.wry.,.;yw.xw.np�^'.,.sum^WkW+;•w-+M'NMYp✓rM.Rrwv��YrM�^�u,^%w=„MAMa��1111.�wa,WMMpgrgx:..,
S.
V
., i'MMN'*MdMv.,�..Wx�:,.,�
• •
f.
p
P
�
A
y.
PRIVATE ENGINEERING NOTE
Underground
o r V lC e A l o r CONRMCIdI A91m 1"ff N AC=mmmm MRM K"111rf,1Y
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
Call: TOLL FREE REQUIRED To ASSUME SOLE AND COMPLETE RESPONSI9ILTTY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMEIIT
1-800
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
O O WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
227�241DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMA ICE
OF WORK %M THIS PROJECT. EXCEPTING LIABILITY ARISMIG FROM THE SOLE
TWO WORKMIG DAYS MORE YOU DIC NEGLIGENCE OF DESIGN PROFESSIONAL.
BENCHMARK aoumr or mE ex T *-S1
2 1/!" �11t�5 DAC Ndr. CCnOM IAQKM RM TW 010MIM
OF FRONT ST. AND IeWHO CNJFORNA ROAD, 1.8 MMES N.E. ON RANCHD
CALIFORNIA ROAD TO THE INTERSECTION OF RI CALIFORNIA ROAD AND
MARGARITA ROAD, M THE N.W. CORNER OF THE INTERSECTION V E. OF A
7 CHAIN LIMO FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N.
OF P.P. NOA94' N. OF THE CENTERLINE OF RANCHO CNJFORNIA ROAD.
ESS POST SET V W. OF MONUMENT.
ADJ. DATE 9/13/82 ELEV. 1128.410
cirri!
Ned J. ,finie
No. 05'7895
Exp. 6-30-02 /*
OF CA1-�F�^
o�
\ / r
SM21 POE
77
The K; -pith Companis•
immcI
nm O.i. *mm A* s now WWI at w -!m4 (w) 0"m
_
APPROVED BY:
NED J. ARAUJO R.C.E. N0,
DATE: R17-0101 REGISTRATION EXPIRES 06-30-02
_C_ UC !rON NOTE,c'
�fC06TRLCT 18" RCP (SEE PfROME FOR D -LOW)
aCaWMUCT Me RCP (SEE PRORLE FOR D -LAID)
�7 T 444ANXE ASD. 1 PER R.C.F.C.D. & W.C.D. STD. DW. A10 ANY 251
QCOA67RUCT COACREX BUKHEAD PER R CFc. & W.C.D. SSD. DPP A1616
R/W
E.C.
NO. BEAR/NG DELTA
R4D1US
LENGTH
TANGENT
N 10009'00 "E
- - -
VMbY=11•
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P
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y
4
11
11 '47'05"
1612.00'
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46026'49"
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PROFX E SCALE
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VERT, 1'-4'
.:.r .
11+00
NO. BEAR/NG DELTA
R4D1US
LENGTH
TANGENT
N 10009'00 "E
- - -
88.54'
- - -
N 10'09'00 "E
- -- -
14.00
--
---
11
11 '47'05"
1612.00'
331.56'
166.36'
75'4659"
22.50'
29.76'
1751'
N74'08'54 "E
- -- -
234.95'
- -- -
N55'09'00 "E
- - --
65.62'
- - -
46026'49"
22.50'
18.24'
9.65'
RECOMMENDED BY: DATE: B .XZII
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RELOCATED LINE A DUE TO G4S CONFLICT ACCEPTED BY: RONALD J. PARKS DATE: Lzz/qv
REVISED LINE A & ADDED LAT A-2 DEPUTY DIRECTOR OF PUBLIC WORKS
MARK REVISIONS: AP R.C.E No. 19744 Expires 9/30/01
DESKMD BY A_ DRAWN BY " CHECKED BY
.
H
x
CITY OF TTKC JOB NO. 31614.000
STO►FW DRAM AfFROVEMSff PLANS
MEADOWS PARKWAY LD0048000
TRACT 241W-8 & f
LINES A & Az SHM OF 3
HORIZ. SCALE: 1"= 40' VERT. SCALE: 1 "= 4' TKC ACCOUNT NO. XXXX
Plotted: 8/17/01 4:28:27 PM By: m_ gonzales DWG: N: \ 31614.000 \ d wg \ PRSD-0003. d wg
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