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PROFILE SCALE " r - V.
HORIZ.: 1"=40' -_- IVERT.: 1"= 4' = - V:p"
10+00 10+00 11+00 10+50 10+00 10+50 10+00 10+50 10+00 " 11+00 12+00 1 0+00 11+00 12+00
LINE "B" SEE SHT. 8
�-�; "r _ _ : S30'52'04"W
10+15.12 BC 1 ', I _ 1- B 10+27.54 100 4PFFE
10+26.90 EC 209 > ,0+45.00 e
LATERAL-B-3 23+24.17 UNE "B" _ _
-11 -,r 11+50.10 26+59.19 ST. STA. � _
A=83'1711 B=24 10+00.00 CL. MH. =I A 10+51.00 49 END PIPE - -C=5.0' D=54" O 10+32.66 EC 1�+0E=1.63' L=2.74' 22+30.27 LINE "B" 40 210 10+20.88 BC
25+65.46 ST. STA. - 00- - 10' SO EASEMENT
VVV"' / 0 TO HOA PER DOCUMENT
1 69 1 68 Q' 320 / LATERAL-B-4 31 1 - 32 / - n= _� 'tn 2' DATED:
A-77'40 31 8-18 S"ASEM8:14
N19'41'22"W C=5.83' Di=54" D2=54" HOA PER DOCUMENT NO.
O40 AT-B- 10+41.87 EN PIPE 1=-� J I,
20+68.77 ST. STA. / _=O ATED: __-0 20 LINE "B" SEE SHT. 8
L-41.87 '� 312 I N29-07-56"W 208 - -'-��--�
SEE ABOVE
CL. INT �- • •• 1 III
10+00.00-CORK SEE ROAD= 20+71:53 .
20+63.36-HILL I E DRIVE (W=14.00'-V=4.41')
491 N PLAN PLAN
END PIPE / CONSTRUCTION NOTES: LATERAL "B-6" LATERAL "B-7"
S17'13'11"W
y� LAT-B-3A O // 4o coNSTRucT iB" RCP CLASS IV CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES
A L=119.18 I 42 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252
CORKTREE A 10+24.00 SEE ABOVE �/ 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITYS SPECIAL PROVISIONS AND
.. -1�____ 0 &_CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I, PER RCFC & THESE PLANS.
3 ___ .._- WCD STD. DWG. NO. JS229 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON THE DRAWINGS APPROVED BY THE CITY ENGINEER.
- - - - - 46 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
10' SD EASEMENT 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER.
-0 "_ TO HOA PER DOCUMENT NO. �_ 47 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. DWG. NO. M803 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE
.
DATED: ----- 3 1 8 1,� O- 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE UNTIL THE
49 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19
,10+00.00 CL. TNT. ' 1 CONCRETE HAS ATTAINED ITS DESIGN STRENGTH.
/1 +25.38 . -4 1;+54.22 CLAT_ JS224 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFILL "SHADING"OVER THE PIPE
1 66 21+25.3��T. STA. 10+12.87 ST. STA. I1 WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT,PROVIDED THE FORMS ARE STILL IN PLACE AT THE TIME OF'SHADING".
- �k USE WATERTIGHT JOINTS 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE CONCRETE(F'c)AT 28 DAYS SHALL BE AT LEAST 4000 PSI, THE MODULUS OF RUPTURE
17+91.8 CT MH. _ � SHALL BE AT LEAST 550 PSI.FOR VELOCITIES GREATER THAN 10 FT/SEC,BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF THE
LINE "B"
B" SEE C +1 EN PIP 21+26.8ST--$T --� �e�c HIGH-VELOCITY Np�(RCp)NO�(RCP) INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES, FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 4 INCHES.
21+29.29 ST. STA. S02'25'S6"E ' THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI.
CL. C.B. NO. 12 - 1 AT-B- ® INCREASED TO PROVIDE A MINI MUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST
-IN-PLACE CONCRETE PIPE SHALL HAVE A
1+ 6. T. TA. - WHEN THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE SLUMP OF 2"PLUS OR MINUS 1".
(W=21.00'-V=5.54') p 1 L=19.09' I1 VELOCITY MEETS OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE 10) FLY ASH. MEETING ASIM C 618,MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY WEIGHT). WHEN FLY ASH IS USED, WATER REDUCING AGENTS MEETING ASTM
p SEE ABOVE / � REACH ES SHALL BE F'c=5,000 psi AT 28 DAYS. WpHOUT DESIGNATION
WRI C 494 7J PERMISSIONPERMITTED
FROM IN THE CITY AMOUNTS
RECOMMENDED
E O MENDED BY THE SUPPLIER AND APPROVED BY THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE
I�JyI 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL NO. 4 DOWELS, 24 INCHES LONG, 12-INCH CENTERS AROUND CIRCUMFERENCE OF
CAST-IN-PLACE PIPE.
12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE.
oFesaio PLAN 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE
�pPa A M k46� SD CURVE DATA INSPECTOR FOR 774E CIPP SMALLER THAN 39'IN DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM.
yyQ LATERAL -B-3-, °B-3A' + AB-4" DELTA RADIUS LENGTH TAN 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN 2,000 PPM.
3 z A 30.00b0" 22.50'�k�k�k 11.78' 6.03' 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED.
rc a B 30'00'00" 22.50'�k�k�k 11.78' 6.03' 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MINIMUM OF 25 CY INTO THE POUR.
* E OW30113 1 inch= 40 tL
• *** 4 FT. LENGTHS, 5'BEVELED BOTH ENDS 40 0 20 40 30 160
CIVIL
�CA
GRAPHIC SCALE(IN FEET')
NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY.•
CERTIFICATION: oeR°FES'°Nay CITY OF LAKE ELSINORE 16
'l�ltl/3 . AS"mIILLT OG 2N QE. b FL - { _ �I �1 SHEET,
u 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ��N <`r c� ,' - `� TRACT NO. 30494
C;G'QLL ff��Oo I� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY W a cam^ CIVIL ENGINEERING n./
3 No.23434 LAND PLANNING OF: n 1
AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
a STORM DRAIN-PLAN+PROFILE
12-31-07 * 1181 CALIFORNIA AVE. -STE.202•CORONA,CALIFORNIA 92881
5 �� a9�t�i Iss e FAx(ss1)z6o-0is0 LAT'B-37, LAT"B-3A", LAT"B-4', FILE NO.
TTWCO-LW50RKINNG11DAY5 6 KEN A SEUMALO. P.E.NO.56915 ATE sTq��,°FIVOA4\f1�yC��P �RCE 23434 /�A/0 LAT"B-6' +LAT"B-7" ��(
WO E YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B.