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IN THE COUNTY OF RIWRSIDE, STATE OF CALFORNIA VICINITY MAP
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GENERAL IV07ES I- 9- 0 gi��
t IT SWa BE THE RESRQ%1S1B19ff OF ME MvELOPEER/OWWR OR COWWC'TOR TO APPLY TO THE STRLLT IMPROVEMENT PLANS FOR .
RIVERSIDE COU617Y TR-4W.PORTAVON DEPAWMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR
ALL WORK PWORMED WTHIN PUMC RGHT-OF-WAY DEDCATED AAV ACCEP70 FOR RWC USE AND
TO BE RESPOASIBLE FOR S477SFACTORY COMPUANCE FOR ALL CURREW ENWRONAFE�ffAL REGULA770AG TRA C T No . 31199
DURWG THE LIFE OF CONSTI?UCTION ACTIVITIES FOR THIS PROJECT AfMaOL SWES ANDIM PMMff,S
WY BE REGURED. 11
2 DE "W7OR/WaQPM SHALL BE RESf UWSLE FOR THE a-DOW OF 7HE WW AREA RD
wL=,ncw COSTS OF ALL EXISTING UTILInES. MS IMLUMS THE LWMWC,i"D OF Extsvic avMH&D - -- "', " ' ' , �,� 'lie ", 'I., I i -,.I�� ��'��!----'------
LINE &UC TI-E PROJECT nWW"S AS REQUIRED [W M CONDITICWS OF iWWWW- Pmenu MUS7 �� �� I 11 -- . ) � - *a-- --'7-e:��'-""�-'�� ��"-'-':��--- -,-,-''," , , 4, "-;�,!�� , � ` I'�V' :�r f= ----f�- -�'- �, , ,I M 'r,
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3 THE DEVELOPER MLL INSrALL STREET N4ME SIGNS CONF NO 1220 A \ - � Ic , ,- -)l ,
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4 ALL WRK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRAASPORIATION >'� -�f 1 1 I'll I'll�'.' 7 1 \ 11� [",
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DEPARTMW IMPROVEMENT STAN04RDS AND SPECIM4770f�� LATEST EDMON, COUNTY ORDIN4NCE NO 461 11-0'�':t_-Z-'�:� L-1 f -__A I , : 11 , ,, ,
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AND SUBSEQUENT AMENDMENTS. X " " I 'o' -,,-,,, I I , , �- I � CONSTRUMON NOTES & QUANTMES.
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C01IMNE AMIMMS AS REQUIRED BY RAoERSIDE COUNTY ORDINOXE NO 461. F C0AWR=0N " I 7�f,�l',I,,','�',,�?,',,.���l"",�l ,�l,,'I, /
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CEN-ORUNE DIFFEM, PROWDE A 77E TO EXIS77AIG CENIERUNE OF RIGHT-OF-WAY PRIOR TO RCAD �' �"g 11 , f4 ��
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DESTROYED DURING CONSTRLC77ON S44LL BE RESET, AND A SECOND CORNER RECORD FILE ".1, - \ a �"":""" " ''
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6 ALL UNDERGAOUND FACIUIIES� WflH LATMkS, S44LL BE IN PLACE PRIOR TO PAWNG THE STRE]ET � �" :� ' t"I'll"'I/I / ' I �' 1111'--I I "�' ,�-�,i, I , I , �T 0 VW40 1 ' SEE I I I
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LE �11-//� A""� I " M"' �,,�' ----, Aglow , " -19 �"//"," I � � " .' I CONSTRUCT TYPE "A-60 CURB & GuTrER PER RivERsIDE COUNTY STD. NO. 200.............�..........................1,639 L F 0
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(NPOES) PERMIT OWNERSIDEVELOPERS ARE REQU1RED TO FILE A N077CE OF INTENT (NCV) WTH THE ' \�' 11"";�'��"111 � '�'-- �- �' ��'� �' - -���:� / -- - . ''� ,
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INCLUDING BASE� AND MATCHING OVERIAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE -`�' ,'�'' 11, ��' 0
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CURRENT ASSIGNED TRAMC INDa. '�\' 11 - - "I� -, , ', ----
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I Z THE DEVELOPER S44LL BE RESPONSiBLE FOR THE INSTALLATION OF ADDMONAL SIGNS AND MARKIAGS R W R W BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. (D L�3.42 E=3.82" C=5.5' 0=42� B=W ELEV "S'�-963.61, ELEV IR'�-963.63...---..................�........-.....-....I EA. 0
NOT INCLUDED IN THE SIGN AND SIMPtNG PLAN WITHIN THE PROJECT ARE4S, OR ON Raok,DWAYS 66' SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE CONSTRUCT C4TCH BASIN PER RIVERSIDE COUNTY SID. NO. 300.............�.........................-......-....................-2 EA. 0
AD,A4CEJVT TO THE PROJECT BOUADMES, UPON THE REQUEST' OF THE DIRECTOR OF MWSPIORTATION OR \ ' @ ' ' ' '
F TO IMPROVE TRAMC SqFE7Y ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER 44' MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL INSTALL Bm SCH. 40 PVC PIPE PER PLAN--.....�....�...--.........�....--......----...--..........�........--................239 L.F. 239 LF
HIS DESIGNE I ?I' � 22$ A- -'---qq1 11, I ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD 0 INSTALL KRISTAR FLOGARD CATCH BASIN FILTER OR APPROVED EQUAL PER................--...........�.........................3 E4. 0
18 DOSTING S70RM DR41N PIPESICULVERTS (WHETHER TO BE CONNECTED TO D(TENDED ADJUSTED . I . '.' OR RECORD OF SURVE'r� AS APPROPRIATE, SHALL BE FILED BY THE LICENSED 0 RIVERSIDE COUNTY STD. NO. 300A
DRANED TO, OR JUST IN 77-/E PROJECT WCINITY) MUST BE REPAIRED ANDIOR CLEANED TO MAKE THEM 7 .0% /' . 2-OX)I LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND
FUNC77ONAL AND ACCEPTABLE AS DIREC70 BY THE 7RMSPORTATION DEPARTMENT. �� ZOX 1 2%
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19 PR07ECT IN PLACE ALL PROPOSED AND EXIS77NG RPU WA7ER FACIL177ES 6" CURB�)v /�' , , 6 0 cu, ' "I v" '11, BASIS OF' BEARING & RIP RAP PAD WITH NO. 2 BACKING...�...�....�....�....�......�...--..............�.....................�.................................�...........24 S.F 24 S.F.
TYPICAL SECTION-ORCHARD VIEW LANE (EXISTING) THE CENTERLINE OF ORCHARD VIEW LANE, BEING NORTH 89'31'47" EAST 0 INSTALL 6" SCH� 40 PVC PIPE.-------...�....---.............�.......---...--...--......--------.......--.............17 LF 17 L.F.
PER APN. 269-261-05, MB 123170-15 WAS HELD AS THE BASIS OF REMOVE AND REPLACE CONCRETE DRIVEWAY AND V-DITCH AND REPLACE
"I '' I I UTILITY PURVEYORS EXIST. PROPOSED ENHANCED LOCAL STREEr-66" RIW BEARING. & A IN .......................�..........................--......-............--..........�.................35 L.F. 0
WATER. CITY OF RIVERSIDE R/W R/W 77-5.5, SID. NO. 104 REMOVE EXISTING DRAIN--...�.......�....--...........�....�.....�..............�.......�....�....�......�..............�.......�....--....---...�.....I EA. 0
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;� %o SCHOOL: RIVERSIDE UNIFIED I - 2� 1 f 0- @ CONSTRUCT MODIFIED CB I 1 0 PER PLAN AND PER RCFC STD. DWG. CB 1 1 0�......................................-....-...-...3 EA. 2 EA.
*� CATV.� CHARTER INSTALL 12" H.D.P.E.......�......-...--...........�....�......-....�...........................�......�....--..............�...�...........................98 L.F. 98 L.F.
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f� 1%. TYPICAL SECTION-LA SIERR4 AVENUE SAWCUT LINE 6" CURB 6"' CURB A.C. CL CENTERLINE -* -* -* -X I EX. CHAIN LINK FENCE CONSTRUCT CONCRETE BULKHEAD PER RIVERSIDE COUNTY FLOOD CONTROL SID OWG. NO� M816�...--....�....-I EA. I EA.
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V-S :z ARTERIAL HIGHWAY-11W RIW JOINT UTILITY JOINT U LITY REMOVE AND FL FLOW LINE @ INSTALL 24 INCH WIDE 810 CLEAN FLUME FILTER (MODEL NO. BC-MFF-24) PER MANUFACTURER 'S
:::� 71-9.5. SID. NO. 92 REPLACE A.C. S1W EX. SIDEWALK RECOMMENDATION.
0 TRENCH TRENCH = EP EDGE OF PAVEMENT W.M. EX. WATER METER ................-.......................................�.......................................................�...............�....................I EA. I EA.
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-- Lij R-VALUE= 35 TYPICAL SECTION-AMBERLEY COURT REMOVE AND Bvc BEGIN OF VERTICAL CURVE A.C. ASPHALTIC CONCRETE
vl&� REPLACE CONC. EVC END OF VERTICAL CURVE 0=� LT. SID. PROP. ST. LIGHT
ea - W 5' R,4 CURB & GUTTER INV INVERT vc VERTICAL CURVE
3 COMMUNITY FACILITIES DISTRICT (CFD) 71=5.5, SM� NO� 705 p/ POINT OF INTERSECTION
C-1 � PROP. STREET TREE FS FINISH SURFACE
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-Z I ADMINISTRATED BY THE TRANPORTATION DEPARTMENT R-VALUE= 35 W.V. EX. WA TER VA L VE INDEX OF SHEETS: i:�'-'
:r pip PROTECT IN PLACE -- --- S4WCUT AND REMOVE A.C. SHEET NO.(s) DESCRIPTION :-�'
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APPROVED BY. SHEET NO. 5-6 STORM DRAIN PLAN AND PROFILE '11z'
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Q: �? *STPEET LIGHTS TO BE CONSTRUCTED THIS PROJECT IS BONDED AND IS TO F7NAL R-VALUE TO BE DETERMINED BY SOILS REPORT SHEET NO. 7 DETAILS ---.-
0 -_j DATE. PER STREET LIGHT PLAN BE INSPECTED BY CONSTRUCTION INSPECTION DATED. OCTOUER 19, 2016 SHEET NO. 8-9 CROSS SECTION PROFILES ---
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I 1z a SEAL-ENGINEER . ! ML 87 94ET NO. "
�-- 0 ---- I TRACT NO. 31199 1p 160053 �r�",
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:::) I I WORK CONTAINED WITHIN THESE PLANS SHALL - INIERSECTION OF LA SIERR4 AVDVUE AND WC710144 AVENUE ru .-
I NOT COMMENCE UNTIL AN ENCROACHMENT ------ � Iff 0 Wom THE IWERSECTION OF LA -qD?W AVMUE AND EL SORR4NIE COUlVff OF R"RME 11",
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a 2- PERMIT ANDIOR A GWING PERMIT HAS ---- -- I '��'
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A RW 250 FET SOM OF EL SORWff, 200 FEET E49 OF '11�
0 JAF'4 STREET IMPROVEAENT PLANS -,
" BEEN ISSUED, C, Civil ErQftmmr#W-SUrv4vy1nq-P1vnn1ng LA SIERRA AVENUE, 3 FEL7 SOUTH OF 7HE AURIIIE45T -Ill
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�� - 6879 Airport Drive iversid -92504 CORNER OF A 6 FOOT C�AINLINK FFJVC& 2 FEET NORTH OF A �-�
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C . THE PRIVATE ENGINEER SIGNING THESE PLANS IS .---- --- IV 7q7% 2 F 688-0599 AWWS POST A aR4SS DISK STRARED ML 87 1971, SET IN �'
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u- W I RESPONSIBLE FOR ASSURING THE ACCURACY AND NO. ,
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>7. C-) ACCEPTABILITY OF THE DESIGN HEREON IN THE EVENT OF - OF 9 SKS 1�
Q P-- qW*fm of. /*--/8-/7 ELM: 1266.566 DATE: 1973 --1
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, biftw DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR - - iDat% - 11,
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Q) "T Kmwv*aft DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK APPR DATE - . - .. W.O� ,
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. T14E PRIVATE ENGINEER SIGNING THESE PLANS IS - --- Te: 95 68 0 91) 688-0599 LA SIERRA AVENUE 1Z
NO. 75731 ' 4� THE TOP OF A COACRETE POST, 3�ABOVE GROUND. :��
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� :�; C-) ACCEPTABILITY OF THE DESIGN HEREON IN THE EVENT OF I � . UE Tum-opoua Ye�R�. - ----- �
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CONSTRUCT CURB ONLY TYPE D PER RIVERSIDE COUNTY STANDARD 204 AT BACK OF WALK ON LA SIERRA
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TRACT NO. 31199
WORK CONTAINED WITHIN THESE PLANS SHALL 25 MILES SOUTHEAST ALONG LA SIERRA AVENUE FROM THE 1P 160053
NOT COMMENCE UNTIL AN ENCROACHMENT INTERSEC77ON OF LA SIFJ?RA AVENUE AND WCTORA AVENUE I U
ESS THE INTERSECTION OF LA SIERRA AVENUE AND EL SOBWff Coulvff OF RMRSIDE
PERMIT ANDIOR A- GRADING PERMIT HAS
JAY 4 ROAD, 250 FEL7 SOUTH OF EL SOBR07F, 200 FEET EAST OF SMEET LWROVFJMW N"S
BEEN ISSUED. C4vff EfWhrw&r*W-SurV0jdhg.P1hnnkW LA SIERRA AVENUE; 3 FEET SOUTH OF THE NOR7HE45T
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6879 Airport Drive.-Riverside, CA-92504 CORNER OF A 6 FOOT CH41NLINK FOYCE, 2 FEET NORTH OF A
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
CZ, NO. 75731 Tek(951) 68 1) 688-0599 U4RKD? POST A a?4SS DISK, STAMPED Ad- 87 1971, SET IN
L LA SIERRA AVENUE
aj RESPONSIBLE FOR ASSURING THE ACCURACY AND
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STk 97+00 TO 105+00 OF 90
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR ELM.' 1266.566 DATE.- 1973
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RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION - REVISIONS GwF SCALE: RLE ND�
ENGINEER I BY- M8 : :ED BY: MJA NIA GRIFFIN RESIDENTIAL 9113
Call befte YOU d1g.1 AND REWSING THE PLANS FOR APPROVAL BY THE COUNTY. COUNTY __AS NOTED V: rfux uu �FlQ,�F1012017
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Q) ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF � , ELEV.: 1266.566 DATE. �,
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Cx_ 15C REVISIONS )l BY: MB DRAWN BY: KED BY: MJA SCALE' NIA GRIFFIN RESIDENTIAL 9113 _,-,I,
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION - DESIGNEE �. - V. - 9id ftb Y_ �
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11�( . THE PRIVATE ENGINEER SIGNING THESE PLANS IS - I hLgg - Tek(951) 688 02 - . 688-0599 WKER POST A BR4SS DISK, STAMPED ML 87 1971, SET IN -Z
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CFD MAINTAINED OUTSIDE Rid
TINOTES
CONSTRUCT 18" R°C°P° LOAD PER PLAN) �7 INSTALL " SCIS• 4 PVC PIPE PER PLAN
i� �* LINETABLE
CONSTRUCT CATCH BASIN PER RIVERSIDE LINTY STD. DWG. N s � 41 CONSTRUCT COMBINATION INLET CATCH BASIN I e a PRIVERSIDECOUNTY SID, DWG. w a
uj 40 0 40 �� 1 LtEETI ; RING INSTALL SCSI° PIKE PSN CONSTRUCT MODIFIEDa t PIAN AND STe m a a 0 11
C
L 1 188.00° 79' 0' " & INSTALL KRIST FL CARD ATN SIN FILTER LSP APPROVED UAL PER , INSTALL 122 If°D•P E
4�� RIVERSIDE COUNTY STD, DWG. 0A
Scat I" ® 40' L11 17 00 N 1 9'40'26 88
S CONSTRI CT IFURCATION STRICTURE FUER DETAIL N SHEET � 71
RIP RAP PAD ITH NO° 2 : CIN
11
t
® -ENGINEER m L �
WORK CONTAINED WITHIN TIES PLANS :TALL 2°S I S ALO IA SIERR4 AVENUE : / 9
NOT COMMENCE UN17L AN ENCROACHMENT � 92mmmmi I ETI F SIERRA AVENUE T to AVENUE TI
PERMIT ANLL,, COUNTY OF RVYTRSIDE _',
% R A GRADING PERMIT HAS THE I E ON IA SIERRA AVENUE EL SOBWgE 11
3 S EL r , 2 OF STORM MIN WROVEA&M PLANS 111
BEEN ISSUED° m - to t _ LA SIE AVENUE, F^ SOUTH OF TIDE NI11
THE PRIVATE ENGINEER SIGNINGTHESE PLANS IS
6679 Airport Drive,- iverside, A®92504 CORNER A T NUNI� 2 TN IF A
RESPONSIBLE FOR ASSURING THE ACCURACY AND I11
T ia(9 1 666- 2 a ° t 68-0599 ° A DISK, ST $e PE L P 7 1971, IN i-
Q1. u ACCEPTABILITY F THE DESIGN HEREON IN THE EVENT F - __ __ P. 6-30-1 ur, THE TOP A R POST GROUND, I B. LATERAL — ,
DISCREPANCIES ARISING AFTER COUNTY APPROVAL R P s � � e®� , /'� ®® T : -
URIN CONSTRUCTION, THE PRIVATE ENGINEER SHALL E Y ?ATE P P SATE E 9 a 2 FDR- m D®
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION REVISIONS � �• a SCALE. 11 DESIGNED DRAWN BY: ( E I ° A GRIFRN RESIDENTIAL a a
:, ' . AND REt�ISIN THE PLANS FOR APPROVAL Y THE UN ENGINEER COUNTY H—AS NOTEDV.
a
F_ � CONCRETE RINGS
CATCH BASIN GRATE, SEE RCFC
. u®
p STANDARD DRAWING NO. C t i34
ah
STREET E `� ® X 1" RI SEAT 8
ARS ROUND EDGES s
301 .Cm ' TO 316 RADIUS IMAX IN
IT THIS STEPL.— FOR RAVED STREETS 1161 1/211
6 E BARS IN PAVED STREETS �_
Im..-�__- UNPAVED STREETS i61ff 151
3'-3" LONG
` H BARS-- �� .. � N BARS q �`��?:9 � � INLET PIPE DAMEIER D
® RADIUS= ID OF SPUR
fVARIABLE
NO °
OPTIONAL OUTSIDE �
10 H�OR 3®� � gi r � F CEF CONCRETE
ui w1 1 699 ` \
OUUIT PI
D BARS ui AND INVERTT A
" x of of� � - 8® @
'
LONG
7> -
CONTINUE g @ L m ALAJ 'I � U- <1 �` -----TIE ARS
am NMI
TIE BAR - — 1�
QC� T INSIDE EDGE T FL
OF MANHOLE
c
# BARS
TIE A J ARS w. ..... -- 3&® /1 LONG 0.67'
OUffR BOTTOM OF DROP m -.N*J ck=t
/NUT
4 18"
0,C. ROUND EDGES 4a
, < F T " IU F I � CONCRETE DROP INLET CB I 10 (A) (M
as NOTE- R ER TO RCFC STANDARD DRAWING C61 10 FOR STANDARD
F= 27DIMENSIOW REINFORCEMENT OTHER NOTES
FF 4@-015
7 D
PLAN
(SHAFT NOT SHOWN)
<7 NOTES* PLAN CATCH BASIN GRATE, SEE RCFC
1. = 27"
STANDARD DRAWING NO. CB 1 O4
a 2° CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF STORM DR41N WHEN DIAMETER 4 IS 46" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND 8
SHAFT AT 45° WITH CENTERLINE AND OMIT J BARS. QS'
J. WHEN DEPTH OF MANHOLE FROM STREET GRADE TO TOP OF BOX IS LESS THAN 2'-l0 112" FOR PAVED STREET PR 3'-60 FOR UNPAVED STREET, CONSTRUCT MONOLITHIC SHAFT �
AS PER DETAIL A FOR ANY DEPTH OF 94NHOLE MAY BE CONSTRUCTED AS PER DETAIL M. WHEN DIAMETER 01 IS 48B OR LESS, CENTER OF SHAFT MAY BE LOCATED AS PER NOTE
pp@ G8
DETAIL M
8®0
4. THICKNESS OF DECK SHALL VARY WHEN NECESSARY TO PROVIDE LEVEL PIPE SEAT, BUT SMALL NOT BE LESS THAN TABULAR VALUES FOR F SHOWN ON PLAN SHEET 1(SEE NOTE 3) .
5A REINFORCING STEEL SMALL B ROOM?, DEFORMED, STRAIGHT BARS, 1 3�/2" CLEAR FROM INSIDE FACE OF CONCRETE UNLESS OTHERWISE SHOWN, / ` IN PI D D
D I0"A77ON
r. � FIO ON PLANS
&° STEPS SMALL BE 314 ROUND, GALVANIZED STEEL AND ANCHORED NOT LESS THAN 4" IN THE WALLS OF STRUCTURE UNLESS OTHERWISE SHOWN, THE SPACING SHALL BE 16" THE ` °
STREET RAE MANHOLE FRAME AND COVER LOWEST STEP SMALL NOT BE MORE THAN '-O" ABOVE THE INVERT S'E'E STD. DWG, MH259.
OUTLET PIPE
SEE STD. , , MH260 7 RINGS, REDUCER, AND PIPEFOR ACCESS SHAFT SHALL BE SEATED IN CEMENT MORTAR AND FEATLY POINTED OR WIPED INSIDE SHAD % D INVERT ELEVA77ON
NOTED ON %4NS
B° STATIONS OF MANHOLES SHOWN ON PLAN APPLY AT CENTER OF SHAFT ELEVATIONS SHOWN AT STATIONS REFER TO PROLONGED INVERT GRADE LINE .
9. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRINGLIKE, 14°
I
�--- C68
CRETE RIS REDUCER
WL
SEE ST , W H 10. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONSTRUCTION JOINT WITH A LONGITUDINAL K AY MAY B PLACED AT THE SP IKGLINE
3/ �" 8 11° LENGTH L AND EMBEDMENT SHALL HAVE THE FOLLOWING VALUES, UNLESS OTHERWISE SHOWN ON THE PLAN D2= 1B p L= 5,5; P= 57 0.67'
STEEL STEPS 12. D BARS SHALL BE 14, FOR D2= 39. OR LESS OUTER BOTTOM OF DROP I
NUT
SEE STD DWG MINIMUM2'--10 1/261 WITH RAVED STREETS
N2 5 MINIMUM3'-6" WITH UNPAVED STREETS 13° STRUCTURAL CONCRETE SMALL BE CLASS RAS CONCRETE DROP INLET CB I 10
SEE NOTE 3 N.TS.
3 611 PIPE SEAT LEVEL 14° CENTERLINE OF INLET PIPE TO INTERSECT INSIDE FACE" O CONE AT SPRINGLIKE UNLESS SHOWN OTHERWISE REFER TO RCFC STANDARD DRAKING C811 O FOR S
--�-.�..
SEE NOTE 4 STATION 15, WHERE PRESSURE MANHOLE NO. 2 IS SPECIFIED ON PLANS, SEE STD. DING. MH256 AND MH258. DIMENSIONS, REINFORCEMENT AND OTHER NOTES
E BAR *SEE SHEET 5 FOR LOCATION OF BIFURCATION STRUCTURE. WHEREVER VOTES REFERENCE "PLAN SHEEN 1," REFER TO THE DETAILS ON THE LEFT ON THIS SHEET.
,
E BARS
5" 2.6a I s® I of ARS , , < Q .. , ' I, e
RIPE SEAT 1 IFLOW LINE CATCH BASIN GRATE, SEE RCFC
•-TOP OF CURB ' STANDARD DRAWING NO. CB 104
ARS 9 �, TIE BAR I I ROUND EDGES I
I ! 0
TO 3" RADIUS
I
4
TIE BAR D BARS I
P°� I
II I 2'-411 2'-4"
_ s, 9 PLACE '� THICK METAL \- ` « C,B. 1
e I I PLATE O<13 ABODE
I RO
U EDGES I I LATERAL A-1 INVERT �� = LINE
TO 3"® RADIUS I I I I ELEV FASTEN WITH SAE
' 0 I GRADE B BOLTS.
®, to INLET PIPE DAMETER D
.,
AND .ATT
ON
Lf) I
t
LATE A 1 \\ �\ , \ `\ .,.�:.,. \ \ GC4,D7 \ / � D N07ED ON PLANS.
\>> ��1 ASA A �A\�.
' I I 1 ,g INV i
6 a .SIDE 1N4� DETAIL �' ~ OUTLET PIPE DAUM D
OUTLET
N.T S.
D I ATI
\�
a 25.47
<i INVIFL
<7 SECT104 8-Bt
2' a9JN, OVERLAY fJ6?A5 APPROVED AT
Lai 0,10 MIN, THICKNESS.
=' EXISTING PAVEMENT. 0.67
2°mita: V OUTER BOTTOM OF DROP INLET
LLJ
rst � ieNT PAUEAP
oi
CONCRETE DROP INLET CB
BIFURCATION STRUCTURE DETAILS NOTE.° REFER TO RCFC STANDARD DRAWNG CB110 FOR STANDARD
uj
IN DIMENSIONS, REINFORCEMENT D OTHERNO
N.T.S.ce
SEAL-ENGINEER
P PREPARID er.° ML B7 / 13SHET NO.
® IL2 5 MILES" SOUTHEAST ALONG LA SIERRA AVENUE FROM THE
- AVENUE �PYL/ V9SaTRU'1 A1d1141 @� .._..
j
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT / I RSECTION OF LA SIERRA LIECOUAW OF RIVERSIDE
THE I T SECTION OF LA SI AVENUE D EL SOBRA
PERMIT ANDIOR A GRADING PERMIT HAS sr RW, 2 S0U7H OF EL SOB E, 200 FUT EAST OF STORM DRAIN IMPROVEMENT PLANS \'
BEEN ISSUED. �' Civil Engineering-Survoyirw-Planning LA SIERRA AVENUE, 3 FEET SOUTH OF THE NO t
THE PRIVATE ENGINEER SIGNING THESE PLANS 1S
6879 Air cart Drive,-Riverside, CA-92504 CORNER OF A FOOT C . NUNK CE, 2 NO OF A SIS i
?31 Tek(951)P688-0241 ox: } -0599 RISER POST A B DISK, STAMPED ML 87 fficGROUND.1971, SET IN
RESPONSIBLE SIBLE FOR ASSURING THE ACCURACY AND THE TOP OF RETE POST, 3 ABOVE DETAILS
P® -3 -1 r
ACCEPTABILITY OF THE DESIGN HEREON. IN TETE EVENT OF � / •®a . 1266.566 DATE: 1973
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR � ° 18
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY GATE APPR DATE CIVIVD 29 FOR. W.0.
caw
T UTI N REVISIONS ! — — . .SCALE. PIPPIN R I rVTCAL
RESPONSIBLE FOR DETERMINING AN ACCEP ABLE SOL O D IGN I B°Y: CSB DRAWN BY: 1 CfHEC ED B, , JA . AS NOTED NIA G ESDE 9113 �"
ANC? REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
ENGINEER COUNTY T°k IIb `
PICC Date: 1016201
-
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cc u IVIL _. NQVQ 29 FOR: W.0. COU1117Y .�_,,
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REVISIONS NIA GRIFFIN RESIDENTIAL 9113 Q__
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Qc RE UNTY DESIGNED BY: MB RAWN BY: I ED BY: MJA H- AS NO-FED V. -
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Plot Date: 1011612017
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