HomeMy WebLinkAboutStorm Drain (2) _ ESTIMATE OF STORM DRAIN QUANTITIES �
RIVERSIDECOUNTY FLOOD CONTROL & WATER CONSERVATION DISTRI� T
NO DESCRIPTION R.C.F.C. TRANS. TOTAL UNITGENERALNO80 INST. 18" R.C.P. CUSS IV (SEE PROFILE FOR D-LOAD) 0
aa� 207 L.F.
81 PNST. 24" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 178 178 L.F.
I. THE CONrtRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS INDRA
85 INST. 48" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 94 0 94 L.F.
CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION 0 PLANS
86 INST. 54" R.C.P. CLASS IV (SEE PROFILE FOR'D-LOAD) 716 0 716 L.F.
DISTRICT'S MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS DATED SEPTEMBER 1984, AND DESIGN
90 CONST: M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 0 2 2 L.F.
MANUAL STANDAD DRAWINGS DATED MAY 1971. STA GE- ROAD 91 CONST. CURB INLET C.B. PER RIVERSIDE COUNTY STD. NO. 300 0 8 8 EA.
92 CONST. GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311 0 8 8 EA.
2. /F AN ENCROACHMENT PERMIT IS REQUIRED FROM RNERSIDE' COUNTY FLOOD CONTROL, THEN CONTACT ED LOTZ AT •
-�_ 93 CONST: M.H. NO. 2 PER R.C.F.C. & W.C.D� STD. DWG. NO. MH 252 2 0 2 EA.
909-955--1277. AFTER THE PERMIT,IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. -
94 CONST. J.S. NO. 2 PER R.C.F.C. & W.C. . STD. DWG. NO. JS 22 7 0 2 2 EA.
TENSIO 95 CONST. M.H. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 254 0 1 1 EA.
3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RNE`RSIDE COUNTY FLOOD CONTROL. CONTACT DALE 96 CONST. J.S. N0. 4 PER R.C.F.C. do W.C.D. SID. DWG. N0. J5 229 0 2 2 EA.
ANDERSON AT 909-955-1288, THE DISTRICT MUST BE NOTIFIED TWO WEEKS PRIOR TO CONSTRUCTION. 97 CONST. STD. PRESSURE M.H. SHAFT PER R.C.F.C. & W.C.D. STD. DWG- NO. MH 258 1 0 1 EA.
IN IMPR VEMENT
FOR BUTTER-bl- TD
EX N
4. ALL .STATIONING (REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 23067 - 98 CONST: CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 2 0 2 EA.
TRACT NO•
100 CONST: PIPE HEADWALL. ENDWALL do WARPED WINGWALLS PER CALTRANS STD. 1 0 1 EA.
A PUN 086-8, AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3089-0
5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE-CENTERLINE INTERSECTION STATION. %' ! '"�
102 CONST. T.S. N0. 3 PER R.C.F.0 & W.C.D. STD. DWG. N0. TS 303 1 0 1 �►•
B. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SER1 E' ALERT 1-800-227-2600. i / %� � ►�
/ 107 JOIN EXIST. R.C.P. 2 0 2 EA.
7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BIASED ON U.S.C. & G.S. DATUM. ` � / ♦_ � 115 REMOVE EX. 48" R.C.P. FROM STATION 33+00.00 TO 34+00.00 100 0 100 L.F.
120 CONST. RIP-RAP PER DETAIL ON SHEET NO. 2 1 0 1 EA.
8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAI4L ' i ` , 121 REMOVE EXIST: ASPHALT AND REPLACE WITH 0.36' A.C. OVER 1.05' A.B. CLASS 2 2950 1040 3990 S.F.
122 COLD PLANE MIN, 0,10' THICK AND REPAVE 0 4670 4670 S.F.
9. ELEVATIONS OF UTILMES ARE APPROXIMATE UNLESS OTHERWISE NOTED. '
10. OPENINGS RESULTING FROM THE CUTTING DR PARTIAL REMOVAL OF EXIST( r�► t� 125 cONsr. 4"A.e. cL. 2 OVER COMPACTED IWITNE SOIL ACCESS RQAD o 4a 4a c.rNIG CULVERTS, PIPES OR SIMIURT„ 1 2c� 3" T14t ► ca+�►ST. PE t�►1.� R RcFG $Td.
l
STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 OF CUSS '�3 CONCRETE ,,, c, . •
O ♦ �, c� ..�rlr "♦� t7�tG. W. C* IOD,
I1. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE MO. 4 (JS 229) UNLESS Cf All OTNERWISE NOTED.
12. BE
PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS ANGELES COUNTY FLOOD CONTROL
DISTRICT STANDARD DRAWINGS 2--D213.3 AND 2-D 177 FOR CONCRETE BACKFILL IN TRENCHES ALL OTHER PIPE SHA .
CONFORM TO R.C.F.C e� W.C.D. STD. DWG, M815. EXIST. LIN PER R.C. '
& W.C.D. D NO. 7--12 \ _/1
'
13. V IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO INVERT OF CONNECTOR % r,_., ♦ INDEX SHEET NUMBER S
PIPE. I•', ..,
. ........
`° ' TITLE SHEET 1
�CO� STORM DRAIN IMP. PLAN do PROFILE 2-4
♦. '�• s ..
14. C4TiCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, G
UNLESS OTHERWISE SPECIFIED. Y R.C.F.C.D. dCW.C.D.'-, STANDARD DRAWINGS:
JUNCTION STRUCTURE NO. 2 JS 227
15. ALL CURBS, GUTI`ERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE REMOVED IN KIND AND JUNCTION STRUCTURE N0. 4 JS 229
•,• �
AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED• CJ �-� '�. MANHOLE N0. 1 MH 251
�C) MANHOLE NO. 2 MH 252
16. THE CONCRETE COVER ON THE INSIDE OF.ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO MOWDE A �1 ;� MANHOLE N0, 4 MH 254
MINIMUM OF' 1-1/2"OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. ���J A��' PRESSURE MANHOLE SHAFT MH 258
CONC. COLLAR M 803
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET ��J j TRANSITION STRUCTURE NO. 3 TS 303
PER SECOND, AND f c=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. .��( �� ,� ; �, , ' 7
�� BIVERSIDE COUNTY STANDARDjQR,.. WINGS:
17. BH-57 INDICATES SOILS BORING LOCATION BASED ON THE SOILS REPORT BY PETRA DATED 05-08-89. / 1
'LOCATIONS SHOWN ARE APPROXIMATE: �� / CURB INLET CATCH BASIN 300
GUTTER DEPRESSION FOR CURB INLET CATCH BASIN 311
THE FOLLOWING ITEMS ARE TO BE INSPECTED AND MAINTAINED BY.• l �� �� / .t -
0' �. ALTRANS _STANDARD - DRAW/NGS.
AND W -CONSERVA TION DISTRICT_.• �� C� .' / �• ,� �► N�"T VII.Y)
PIPE HEADWALL, ENDWALL & WARPED WINGWALLS D86--B
54 R.C.P. FROM 1`A TION 3+65.56 T STA TIO 40+90.55 LINE "N" -- PROJECT NO. 7-0-0041 - C�� / ��' ,�* `� � , ♦ OP
. / , a,. �, �.,�,, � _L.A A.C.D.P. W. S TA NDA RD_�7 RA W/NGS
/ �' w:
TEMECULA REEK - UTTERFIEL STAG ROA STORM DRAIN LA5 SHOWN N HEFT � 66 -
9S ,� o TTM 29554 TRASH RACK 3089-0
C.P. FROM TA 77DN 3+00.DD TO STA T I DN 33+59.66 !NE N PROJECT NO., 7 -DD41 / ,,� map P ♦ d
(AS HOW ON.-SHEET
fib• ♦ ..
,� "
A-
AC �~� '-. ♦ �Qroo�* 190.
48R. P. ROM TA 77ON 3+41.9 TD TA 770M J4+00.00 IN N -- -PROJECT NO -0-0041 - / 21 At y
TEMECULA REEK -- U T TERFI 15
"/ �� A,. ,- - 2,5
ELD TAG ROA STORM DRAIN A SHOWN N HEET / /, lam♦ ,� VICINITY AP w
20
�. , / ~• ., � FUTURE EXTENSION OF
%' ,' •� � ~` �� � ,�' BUTTE'RFIELD STAGE ROAD
Underground ServIce Alert � ?
Call: TOLL FREE {� 5-
7
1-saa
RT 2306 ?1'-"' a �
227-2600 CTOR•
LEGEND - OF ABBREVIATIONS d� SYMBOLS
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TTM 29554
T.C. TDP OFCURB N.T.S.F.L. FLOWLINE ELEV. ----�-•- HYDRAULIC GRADE LINE �
� CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL � T.G. TDP OF GRATE PIPE .� �� �•
TWO WORKING DAYS BEFORE YOU DIG F PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED p 30 6D 120 240 R.C.P. REINFORCED CONCRETE PIPE - SD CENTERLINE a � �
TO NORMAL WORKING HDQRS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE H.G.L.ran 100-YR HYDRAULIC GRADE LINE CATCH BASIN ,5 � 1 � SITE
• OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
"CAUTION": Remember that the USA Center CONNEC77ON WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG FOR LIABILITY ARISING S SLOPE
3L TAILWATER
notifies only those utilities belonging. to » INV. INVERT OF DRAIN
the center. There could be other ulities FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, GRAPHIC SCALE 1 =�O B.C. BEGINNING OF CURVE
inform
present you the
whom the• Twilel center will _._�. _� .� _ _ �_�._. __. ._..-�__T._ _-_-.-.---- �� � y _- ..___..._._ ._._._,.. _ ._- -.__ __._ E.C. END OF CURVE ENERGY DISSIPA TOR
• Y Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE �� � '�� P.R.C. POINT OF REVERSE CURVE
PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, NOTLT0ORIGI T0W'NSHIP T.S.S. RANGE (R.2.W.) SECTION 14 15THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN UNI THESE PLANS THE CONTRACTOR IS P.C.C. POINT OF COMPOUND CURVE
NOTE: C.B. CATCH BASIN am
REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE U71LI T1ES SHOWN, AND ANY J.S. JUNCTION STRUCTURE RIP-RAP
WORD CONTAINED WITHIN THESE PLANS ae�°`A Io�� OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE
SHALL NOT COMMENCE UNTIL AN w4 Q�J4 Q4�o�Fy PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES MAP DATE IDENTIFIER M.H. MANHOLE V
ENCROACHMENT PERMIT AND/OR A - DATE OF LATEST CHANGE TO THIS MAP T.W. TOP OF WALL ELEV. O
GRADING PERMIT HAS BEEN ISSUED. � m ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE N.T.S. NOT TO SCALE CONCRETE COLLAR, Q
U N0. 56820 0 g 0 2 VHw MAXIMUM VELOCITY I SLOPE ANCHOR & PLUG
/ / BY. P.P. A8, 46-CONSTRUCTED PER SEPARA TF PERMIT. U I
The a herr these kms a sM far assuringthe accu * �p /�/� = it Q�o� 100-YR FLOWRATF L L AN,
pDATE OF THIS PLOT Q10 10-YR FLOWRATE •• v' '
and acceptability of the design hereon, h the event of dlecrepancies arising after �� C I v I� 01- CONTRACTOR SHALL VERIFY ALL CONDI TIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES C Cr IHIP F C 11 O N S
09/ 13ZO2 CENTERLINE HEADWALL ridcas►ty approval or dluring construction, the priaa�e eng►i►eer shall be responsible �'cAL% TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. �10 N - a
'��u MS 3868 IP 020033 '`
for determining an occepta* solution or revising the plans for approml by
H iJ N S A K E R �&. ASSOCIATES BENCH MARK: REVISIONS RIVERSIDE COUNTY FLOOD CONTROL COUNTY OF RIVERSIDE STC)R M RAIN IMPROVEMENT PLANS PROJECT No.
• AND TRANSPORTATION DEPARTMENT 7--0-00�� m
1 R V 1 N E I N C - A aIc STAMPED RN. CO. SUR. T-27-81 IN CONCRETE WATER CONSERVATION DISTRICT TRACT N O. 2 3 0 6 7-3 c
N L A N D EMPIRE RECI0N IR"_0 s,
FLUSH to. MI. WLY. of 9UTTERFlELD STAGE RD. f12 W. OF RECOMMENDED FOR APPROVAL BY: APPROVED BY: �o ori AP 0 BY: DATE: TEMECULA CREEK -- BUTTERFIELD STAGE ROAD DRAWING No. a
DESIGNED BY: � y � tp �
PLANNING ■ ENGINEERING ■ SURVEYING AN ASPHALT DW. t45- N. OF C/L RANCHO C". RD. IN N --
�►� i STORM DRAIN EXTENSION Co
2900 A►darm Strut !tom 11r'1S R1Meryride, G 92504 !rF#(� 352.71AD F'fl~ (909) 352-0249 UNIMPROVED AREA t2' W. OF UTILITY POLE 1751190E DRAWN BY: • y 7--358 C
• to NO. 33950
ELEVATION = 123o.5a �] + S �T Aoff e4*T 1 7� tlr d Exp. 6/3o/oe a M M EN DATE: INDEX M l�P
C)Al'E DRAWN: PUN NG ENGINEER F ENGINEER I� ��r C � � �bL FOR W.O. COUNTY N �
R. .E. N0. 5fi820 � AQf �(� l OF,
I � _ 1 � FIL �
S
3
DATE: DATE: TE:
REF, DESCRIPTION CHECKED aY: o cA►-� S HIGHPOINT COMMUNITIES 1 .. C
APPR DATE T
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Qr VERT: 1 4* EASEMENT INST. le R.C.P. (SEE PROFILE FOR D-LOAD) JOIN EXISTING R.C.P.
WST 30.08 L.F. kv 14.70 Lf-� #4ST 27775 L.F. 54',,R. P. j(15PC-Q)., Onr2fE TRACT BOUNDARY
Mod No C I - (��- INST. 4e,R.C.P. (SEE PROFILE FOR D-LOAD) REMOVE EXIST 48N R.C.P. FROM STA. J3+00.00 TO
4r R.C.P. (1400-D) R.C.P. (140U-4) (TO BE AdAINTAINED BY kc. C. 01.1 c*4 1245 STA. 34+00.00, LINE low
,.\(ro BE MAINTAINED BY (rO BE M41NTAINED BY $fta. 8 INST. 54 R.C.P. (SEE PROFILE FOR D-LOAD)
C�l R.C.F.C.D. & W.C.D.) R.C.FC.D. & WC.D.) SMP CONST. LIGHT CLASS RIP-RAP PER DETAIL ON SNEET NO. 4
C4
@_ CONST CURB INLET C.B. PER RIVERSIDE COUNTY STD. NO. 300
REMOVE EXIST. ASPHALT AND REPLACE WITH
ROA- 1240 CONST GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311
cq C%4 I L_ O.J6' A.C. OVER 1.05' A.B. CLASS 2
Q no S5n7*22*W 104-76'
cd (3 CN L CONST M.H. NO. 2 PER R.C.FC. & W.C.D. STD. DWG. NO. MH 252 CONST
CE to Q + 4 A.B. (CL. 2) OVER COMPACTED NA77VE SOIL
a. N
CONST M.H. NO. 4 PER R.C.FC. & WC.D. STD. DWG. NO. MH 254
+ +
+ IVALET "MIL felt %cfeleNi"
cS CONST STANDARD PRESSURE MANHOLE SHAFT PER
�Ll ic� boas* 000, 0 [
00 + co I a' dead STORM DRAIN
R.C.F.C. & WC.D. STD. DWG- NO. MH 258
cd aa 1 0 EASEMENT
spTcx vw&. go. ce lob V=4*
C4 85.00 4frE 11 CONST CONCRETE COLLAR PER R.C.F.C. & WC.D. STD. DWG- N10. M 803
oe 4*55 1 12 1 CONST. PIPE CULVERT HE4DWALL, ENDWALL & WARPED MNGWALLS PER CAL-TRANS STD. PLAIV vuu-V
(L=10', W=5, H=4, �=15*22'35") AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3089-0
00.......... 'PROP. RET. WALL CONST. T.S. NO. 3 PER R.C.FC. & W.C.D. STD. DWG. NO. TS 303
........... .77
PASS
_N_4
12
12
TYPICAL SECTION
GRADING &
...............
J4 DRAINACE EASEMENT BUTTERFIELD STAGE ROAD
50 6'W
36 37 6aw
rF . ... ........ HORIZONTAL: I" 10'
2 10 SEWER 4
VNE OD SEE SH 3 WA I f-IF I- VERTICAL: 1' 10'
E) .......
All RIW R/W
LAT 2 SEE PLAN 10%
12 bu I It D S E SHEEr 4 12 32" 32 12
24-W ...................
�s
%0 c
Cq
,MON. 0 72 2f' 104.761, ill 100
Lo rSEE SHEL7 4 S50
a4400 see, 004% gas
I'm
a cj
+
EX. 4r R.C.P. PER L-AJ 0- % cj
Ik -6:
RCFCD D**G NO. 7-124 18
air -now- 100
DATA TAB E' EXIST. LWE PERK
cli B84RIKIDELTA RADIUS LENGTH TANGENT RClFC0 D*V. NO. 7-124 L ONGFEL L 0 W A VEx
ESSIO
2r,37'2e 90-00 44.96 22-96
MAP DATE IDENTIFIER
TO THIS MAP 900.3'47" 1082.00 17�.15 85.76 BUI ith! D S TA OAD So De NSION TRACT BOUNDARWY
FIEL
L7 A 57'36'12" 22.50 22.62 1237
NO. 56820 M F 1,3102 P. 01 i 8 U 11 T.___P L N
Up. 6/30/COI ;v BY: P. 61007'370 22.50 24.00 13.29 40 20 0 40 120 A
DATE OF THIS PLOT
CIVIL 9030'58* 22.50 3.74 1.87
0 0 Ll 3102 -0 5050'5r 1056.00 10780 �Rc CAL to
GRAPHIC SCALE 1 409 MS 3868 EP 020033
PROJECT NO.
SOCIATIS BENCHMARK: RIVERSIDE COUNTY FLOOD CONTROL COUNTY OF RIVERSIDE
HUNSAKER AS STORM DRAIN IMPROVEMENT PLANS
AND
I R V 1 , N E I N C -A BRASS DISK STAMPED Am- cb..SUR. T-27-81 N CONCRETE TRANSPORTATION DEPARTMENT 7-0-0041
TRACT NO. 23067-3
ANLAND E M P I R E R E c 10 N FLUSH ±0.3 Mi. WLY. OF BUTERFIELD STAGE RD. 12' W. Of WATER CONSERVATION DISTRICT �,111 ESS i Q:
19IL('' CL
AN ASPHALT DWY. ±45 N. OF C/L RANCHO CALIF. RD. IN AN DRAWING NO.
DESIGNED BY- RECOMMENDED FOR APPROVAL BY: APPROVED BY: A. or
(0
PLAWINC -"%#EYM UNIMPROVED AREA :k2' W. OF UTIL" POLE #17-51190E As A
r OIL STORM DRAIN EXTENSION
2M Adam Sum SWO A45 0 CA 92504 Nt,00 392-7= FX 0"352-ON DRAWN BY: 9' 7-358
A IV 40 NO 33950 DATE:
ELEVATIONew 1230.56 4AOT T EXP* 6/30/06
PREPARED BY: ty
R.C.E. NO'e, 56820 wcv PA IAS NGINEER
DATE DRAWN: PLANNAG ENGINEER EF7 E
01 0/00 aSCALE: 40t MARKI BY ' IDATE APPR. DATE A CIVIL cx
00, dft
A
79
iu v ........
D
H C !�7
5
dome 7 1 1 40 REVISIONS ICHECKED BY: DATE:' rn) E: orCA% HIGHPOINT COMMUNITIES
DATE H: V: ENGINEER COUNTY ET 2 4
ICK'L. PAGADUW RECOMMENDED BY: DATE: SHE OF
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z
T B INT IN Y C.T D. 2 " R C.P LAS / 4" R. .P. C SS IV
LAT 2 LINE 'rA-- 12" PROFILE SCALES
CONSTRUCTION NOTES (TO BE MAINTAINED BY R.C.T.D.) HORIZ.: 1�= 40'
80 INST. 18" R.C.P. (SEE PROFILE FOR D-LOAD) LIMITS OF COLD PLANE & PAVING VERT.: 1 = 4'
.......,. Y 'fir
81
INST. 24" R.C.P. (SEE PROFILE FOR D-LOAD) /
,�. 111011
I - 90 CONST. M.H. NO. 1 PER R.C.F•C. & W.C.D. STD. DWG. NO. MH 251 i
I I ! 91 CONST. CURB INLET C.B. PER RIVERSIDE COUNTY STD. NO. 300 �v
60' STORM DRAIN AND + � �-- �
UTILITY EASEMENT 92 CONST. GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311 r` c; 00 `-
CONST. J.S. N0. 00
2 PER R.C.F.C. e� W.C.D. STD. DWG. N0. JS 227 . �_ / b co ca
Pr N W
� 96 CONST" J.S. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 229
a ` N a. 12 REMOVE EXIST. ASPHALT AND REPLACE WITH � li � O av
--_ ---
aq
0.36' A.C. OVER 1.05' AB CLASS 2 � � ;; a6w momw�
�� J
COLD PLANE MIN. 0.10' THICK AZ .......... ...
ND REPAVE
......_.W ..._._. .. ,...
}
_ U
^... mob- �' LINE "No SEE SHEET 2
_... .... _
10
......... UNLESS SHOWN OTHERWISE
__.. LIMITS OF COLD PLANE & PAVING
FINISHED OR '� --
;w EXIST. SURFACE N z /MITS OF COLD
i
�+•w k 2 _ 10+55.00 LINE "A"
-- 1+00.00 LINE "A-12
/
......... ---- -..._
._...w _ , µ.....w.. .._.........
7,.., 10+56.01
_.
O
81 ,,
... _. .... ....,. . N 0 A.=45°00'00" 8=24" C=4. =4 / AA
UTILITY EASEMENTPROPOSED OR EXIST. E=1.66' F=1.52' G=1.0 - .31 / _ 12 �
MAP DATE IDENTIFIER - DRAINAGE STRUCTURE _ ,I
177 3
� DATE OF LATEST CHANGE TO THIS MAP I I ( I � -w-�- � ELEV. R-1178.05 ELEV. S 1
f � i
. 09/13/02 BY.
DATE OF THIS PLOT I I 7 Uj EQUAL FILTER FABRIC ABRICROVED STONE GRADATION EXIST. 42" R.C.P. CFC do WCD a
09 13 02 ;� I N 7A`*
SEE STREET IMPROVEMENT PLANS FOR CURB
t I N ` C� w ? SIZE X LARGER THAN DWG. N0. 7-30 >>' /�/ w I REMOVAL AND LOCAL DEPRESSION DETAILS
rM ` w - _ IF*
` V O �►i 0 0 5
v- .. �..... .. .._. ...� _... ..._ 150# 50 100 ,� Oyu j "" k
It _C5
-a0f s i --�— o 300# 95 100
MA
��o���,u� c ,o��, ,� ❑ DATA TABLE �,.� II "' o °' N �: ci
1, 'Q LAT2 � � � A S • BUILT
P IAN
m RIP--I�A P E TA�L BEARING DELTA RADIUS 1�A G `~"I + -+ .� m o ...,,,, , C:)
-- II •- c� cv W � � �..,a �OApE a �
w N0. 56820 m '� A 27°01 16 22.50 10.61 5.41 NOT D l V
gyp• 6/ao%5 � � 40 20 0 � 40 120. � �� ,,, ._ o ,_ CTI 0 hl,
* N.T.S. op v, - c� X
�' `� @B 58°45'14" 22.50 23.07 12.67 Cv
IIGWIJIRE:
7r C�yIL �
F°FC"`�� GRAPHIC, SCALE 1 =40' MS 3868 IP 020033 � a
HUN SAKE R & ASSOCIATES BENCHMARK: R.IVERSI DE COUNTY FLOOD CONTROL " p COUNTY of RIVERSIDE STORM DRAIN IMPROVEMENT PLANS PROJECT NO.
A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE �N TRANSPORTATION DEPARTMENT TRACT NO, 2 7—0—0041
R V I N E I N C FLUSH ±0.3 W. WLY. OF BUTTERFIELD STAGE RD. f 12' W. of R CONSERVATION DIST - -
INLAND EMPIRE REGION Ro��ssi°0�� �
AN ASPHALT DWY. f45 N. OF C/L RANCHO CALIF. RD. IN AN Q a °�,`� TEMECULA CREEK — BUTTERFIELD STAGE ROAD DRAWING NO. a
PlA►NNINC ■ ENCINEERINC ■ SURVEYINC UNIMPROVED AREA f2• W. OF UTILITY POLE #1751190E DESIGNED BY: RECOMMEND APPROV APPROVED BY: ��w��,cA ory ��1 0
. ,'" �- ,� i� STORM DRAIN EXTENSION 7-358
zloo A��nw'a�c lulee A"� RI �Id4 CAiOrl PF!A0�13Tl011 Flt:hog)3b9 DRAWN BY: N0. 33950 AP OVED D E: N
ELEVATION *� 1230.Se 5
PREPARED SY: R.C.E. NO. 56820 rl�
EXP. 6/30/06
� Q
DATE DRAWN: CANNING ENGINEER CHIEF EN I�
t
TR
6.
• 4�/ /s. SCALE: 1" 400 1" 4� MARK BY DATE APPR. DATE "'`" 1`\�'F ����� Foy`' �0� ��Z HIGHPOINT COMMUNITIES N
TRICK L. PAGADUA A H; y. REVISIONS CHECKED DATE: DATE: ��L� � SHEET OF 4 O FC-
ENGINEER COUNTY RECOMMENDED BY: DATE.
L:\REDHAWK\2346\imp\storm\sd-sht04.dwg