HomeMy WebLinkAboutLot 80 StormDrain GENERAL NOTES
_ CITY OF TEMECULA PROJECT SITE
1 . THE CONTRACTOR SHALL CONSTRUCT THE STORM DRAIN IMPROVEMENTS
SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF
THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION C- -A- MP 0 S VERDES 7 RA CT
DISTRICT'S SPECIFICATIONS DATED SEPTEMBER 1984, AND DESIGN OEM- NO * 28510
MANUAL STANDARD DRAWINGS DATED MAY 1971 .
6
2. AN ENCROACHMENT PERMIT IS REQUIRED FROM CITY OF TEMECULA. q� Ntcans
CONTACT AL CRISP AT (909) 694-6411 . AFTER THE rs
PERMIT IS ISSUED THE CITY MUST BE NOTIFIED ONE WEEK PRIOR
TO CONSTRUCTION.
3. ALL STATIONS REFERS TO CENTERLINE OF CONSTRUCTION UNLESS
OTHERWISE NOTED.
4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTER
LINE-CENTERLINE INTERSECTION STATION.
5. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE TRACT NO. 20703-2
ALERT 1-800-422-4133
6. ALL ELVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON
U.S.C. & G.S. DATUM. -�
7. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
8. OPENINGS RESULTING FROM CUTTING OR PARTIAL REMOVAL OF EXISTINGca� '
CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL
BE SEALED WITH 6" OF CLASS "B" CONCRETE. ,
Q
9. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO THE JUNCTION
STRUCTURE NO. 4 (JS-229) UNLESS OTHERWISE NOTED.
10. BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO
LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWINGS COMMERCIAL SITE TnSMDIEM
2-D213.3. AND 2-D177 FOR CONCRETE BACKFILL IN TRENCHES. ALL - VICTNITY M
OTHER PIPE SHALL CONFORM TO RCFC & WCD STD. DWG. M815.
11 . "V" IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP
OF CURB TO INVERT OF CONNECTOR PIPE. NOT TO SCALE
12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL
BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED.
13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING SHEET I, VEX
IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME
ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS -- 1 TITLE SHEET
OTHERWISE NOTED. 2 STORM DRAIN PLAN LINE "B"-STA 10+00.00 TO STA 16+96.06
& STORM DRAIN PLAN LATERAL "B-1"
14. A SOILS INVESTIGATION DATED DEC. 11 , 1998, PREPARED BY MEADOWVIEW ESTATES
LEIGHTON & ASSOCIATES SHALL BE INCLUDED AS A PART OF THESE
PLANS. ALL WORK SHALL CONFORM TO RECOMMENDATIONS AS OUTLINED
IN SAID REPORT.
15. CAST IN PLACE CONCRETE PIPE SHALL CONFORM TO SECTION III OF THE
MEMORANDUM OF UNDERSTANDING BETWEEN RIVERSIDE COUNTY AND RIVERSIDE
COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICTS, DATED
SEPTEMBER, 1984. TEMECULA REGIONAL MALL
CAMPOS VERDES MIDDLE SCHOOL
NOTICE TO THE CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, L E G E N D
EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER ew
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR CATCH BASIN CB
COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND MANHOLE MH
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO STORM DRAIN SD
PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
CONSTRUCTION UC ON NOTES & QUANTITIES QUANTITY UNIT
81
1 INSTALL 30" RCP, CLASS IV 40 LF
PARK SITE
2O INSTALL 42" RCP, CLASS IV 72 LF
O3 INSTALL 48" RCP, CLASS IV 658 LF E
® CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFCD STD. JS 229 1 EA PO
80 ..
5
COMMERCISITE CONSTRUCT MANHOLE NO. 2 PER RCFCD STD MH 252 1 EA r
A
Q CONSTRUCT HEADWALL PER CALTRANS STD. DWG. NO. D-89 15 LF
7Q CONSTRUCT CONCRETE COLLAR PER RCFED STD M 803 2 EA
D
Q8 REMOVE EXISTING 30" RCP 69 LF
® REMOVE EXISTING 42" RCP 33 LF
SH 10 REMOVE EXISTING HEADWALL 20 LF S
R
BENCH MARK
a_
ELEVATION 1091 .074
OWNER / DEVELOPER
INDEX MAP
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RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2. 1c 1/2 2
" WOODSIDE DE CHANTEMAR, INC.
CALL TOLL FREE �PRSSIA M& ENG
CALIFORNIA I Z F CZQtESDISK
ROADNDFRONTSTREET
IN OAEWALL
THE INTERSECTION OF RANCHO A CALIFORNIA CORPORTAT I ON = �
1 .7 MILES N/W ON FRONT STREET 23121 ANTONIO PARKWAY SCALE., 1" 2 0 0'
1-800-422-4133 27555 YC RX, STE. O•MEUA CA. 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON ANDSUITE 120 200 100 0 200 400 600 <
(909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79)
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TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S RANCHO SANTA MARGARITA, CA. 92688
CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE (949) 858-4980200' 0
=
TWO WORKING DAYS BEFORE YOU D I G ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. ATTN. T I M Mc G I NN I S GRAPHIC SCALE 1 ' b.V�177CO �
3
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE QROFSS1pCWCW MT RECOMMENDED BY: DATE: /� CITYOF pEpmTpF j C �5Drawing No.
TEMECULA
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Contractor HORIZONTAL ,�`�� ��� j�l�� `�� PIC P epar d Under The Supervision Of
$ r ACCEPTED BY: DATE:
AS SHOWN � No.43090 r" CAMPOS VERDES TRACT NO 28510
Inspector SEE ABOVE a` Exp. 3/3 1-00 Date: D DEPUTY DIR. OF PUBL I C WORKS,FOR CITY ENGINEER D
MICHAEL A. AN RONALD J. PARKS �'�'��' '�.�� '�`�'�'�
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VERTICALS cI V I� �� - COMMERCIAL SITE
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C T A L REPLACE
15'-0 E NG T IAL TO THE
s'N S'-5" 5*-6" 6 AT EC I OF THE CITY CONSTRUCTION NOTES
2• CLR. -4
(TYP. 3" NOTE$ INSTALL 30" RCP, CLASS IV
T
1. ALL REBAR TO BE NO. 4. 00
2. ALL VERTICAL AND HORIZONTALINSTALL 42" RCP, CLASS IV
TIE BARS 18" MAXIMUM SPACING. 29.:3. USE CLASS 560-8-3250 CONCRETE. 2-9
INSTALL 48 RCP, CLASS IV
L KK;T
7.5" 1001-
Nv - CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFCD STD. JS 229
N 12—N05 10'00"W 305.98
14
2 CONSTRUCT MANHOLE NO. 2 PER RCFCD STD MH 252
HEADWALL DETAIL —R— — — � 1 ` \� � O6 CONSTRUCT HEADWALL PER CALTRANS STD. DWG. NO. D-89
FOR 4899 RCP 7.5T' C�
15' STORM
DRAIN EASEMEN It CONSTRUCT CONCRETE COLLAR PER RCFED STD M 803
PER CALTRANS STD. D-89m
r 1' 1 159 REMOVE EXISTING 30PPRCP
LINE "B"
N.T.S. _A�
0 z 14+7385 REMOVE EXISTING 42" RCP
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AS M @ REMOVE EXISTING HEADWALL
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4P X0 40
3
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CD
A=26"56"56" 15 ST .5' 11+48-25
too 6=48" DR ASEMENT END LAT "Bl" 0)
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STA . 14+04 . 46 D1=30"D2=42" V__
LINE "B" 0
JUNCTION STRUCTURE EL. "R"= 1069.40 Ole 5
NTS "la), 9
r0A9� N\\ \ �
SCALE: 1 4 40# 7
40 20 0 40 80 120
STORM DRAIN CURVE DATA
0jr
2 �\
�`\ �\�
NO DELTA/BRG RADIUS LENGTH TANGENT <
GRAPHIC SCALE IN FEET f 0
10 6-- 58*26'24" 50.00 51 .00' 27.97 0 0�
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79 0 30'33" 50-00' 69.38' 41 .59' :2
9 4 0
16+96-06 EC 08*22'49" 1255.23t 183.60' 91 -96' z
Robert Bob, WMhwn Front & Associates 7 <
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS END STORM DRAIN A-- 88*30'43" 25.00' 38.62' 24.36'
27555 YNEZ ROAD, STE. 400 *TEMECULA CA. 92591 LINE "Bp'-1068.62 INV X A-- 90011 '41" 25.009 39.35' 25.09'
(909) 676-8042 , FAX (909) 676-7240 0
46 Vow 77CO
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK S, DESIGNED BY DRAWN By CHECKED BY
SCALE S 0* RECOMMENDED BY: DATE: o�A DEPARTMENT OF PUBLIC WORKS DRAWING NO.
A. CW EWS MT CITY O F T EMECULA
HORIZONTAL ZONTAL Plans r Under The Supervision Of
%
of 0 ACCEPTED BY: DATE.
1 =40 No.43090 DEPUTYDIR. OF PUBLIC WORKS, FOR CITY ENGINEER CA MPOS VERDES TRACT NO. 28510 <
INSPECTOR SEE SHEET 1 ce- Exp. 3/31-M 1-0 AL Date: 101-U'6?7 2 0
-4 0 CHAOL A NAN RONALD J. PARKS STORM DRAIN PLANS 5>
VERTICAL 0
DATE COMPLETED Cl V I\- ...... LINE
R
E% R.C.E. No. 43090 Expires 3-31-00
N/A OF C k\� R.C.E. No. 19744 —Expires 9-30-01 ... STA 10+00.00 TO STA 10+96.06
LAT. B-1 SHEET 2 OF 2
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