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PROFILE SCALE r' ---
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HORIZ.: 1" 40'
VERL: 1" 4' 1 =2 H:1= 0 Y:
24+00 25+00 26+00 27+00 28+00 10+50 10+00 10+50 10+00 10+50
CONSTRUCTION NOTES:
35 CONSTRUCT 48" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE
38 CONSTRUCT 30" RCP D-LOAD PER PROFILE
CONSTRUCT 18" RCP CLASS IV
o /
r kh 28+66 49 6 41 CONSTRUCT MANHOLE NO. 1 PER RCFC& WCD STD. DWG. N0. MH251
408 B _ 43 CONSTRUCT MANHOLE N0. 4 PER RCFC & WCD STD. DWG. N0. MH254 CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES
\\ r A8 55.46 EC � 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER RCFC & WCD STD. DWG. NO. JS229 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC
a-CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. C8100 WORKS CONSTRUCTION", THE CITYS SPECIAL PROVISIONS AND THESE PLANS.
163 \ I I 28+48.03 BC I' 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON THE DRAWINGS APPROVED BY THE
w 46 \ h 47 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. DWG. N0. M803
CITY ENGINEER.
o aN� LOT I I 49 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY 714E CONTRACTOR FOR APPROVAL PRIOR TO 714E START OF CONSTRUCTION.
4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER.
OL 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET,MEASURED FROM TOP OF PIPE.
424 N0�> aII 38 # USE WATERTIGHT JOINTS 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO
g 00 zao I _ I 40 °I 406 ** HIGH-VELOCITY PIPE NOTE (RCP1 TRAFFIC SHALL BE PERMITTED ON TOP OF TIE PIPE UNTIL TIE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH.
o m�N I m N o _ I I 7) WATER DENSIFICA77ON METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED.MECHANICAL COMPACTION WILL BE REQUIRED.
THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE
o++ Jt+a 8 00 I�ooi o 1 AN 8-INCH LIFT OF LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, PROVIDED
- UN3 'a zn O INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN
0 THE FORMS ARE STILL IN PLACE AT THE TIME OF"SHADING".
J ++ THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY MEETS
z I�w o 26+26.50 47 I_ 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE CONCRETE(F'c)AT 28
27+46.59 EC OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE DAYS SHALL BE AT LEAST 4000 PSI, THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR VELOCITIES GREATER THAN 10
�(y — — — — - = 3✓� _ I F'c=5,000 psi AT 28 DAYS. FT/SEC,BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF THE
w 1 -----�� - _l 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, FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140 DEGREE SEGMENT OF
C05 -- 7' LATERAL "C-6" TIE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI.
W - —- o A=60'00 00 B=18 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO PLACE WITHOUT SEGREGATION. THE
_ _ - C=3.7' D1=30" D2=48" CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR MINUS I-
- ___ - m 10) FLY ASH, MEETING ASTI C 618, MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY WEIGHT). WHEN FLY
o ASH IS USED, WATER REDUCING AGENTS MEETING ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE
_ LATERAL "C-8" SUPPLIER AND APPROVED BY THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE WI
�� —v--_ WRITTEN PERMISSION FROM THE CITY ENGINEER.
Q A=75'16 54 B=18
=tiai F a la- 3 = 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL N0. 4 DOWELS, 24 INCHES LONG,
m N x a C=3.7' D1=30" D2=48"
rn 9- rn o m_ I I rn 12-INCH CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE.
U N I N I 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM 714E TOP OF PIPE.
UJJ N II Z Ncn O U Y< U N U I—
I' ro m rn 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE
w Om� MH IIw m M
iF1oo n zpi iv a Jw o I' m m n a PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE
Moo vi I a0 m"IP I z J m r o; I I' I'm 00 PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF 114E SYSTEM.
349 I 3501 00 0 o N 35 1 �'
000 o n o+cv } I I o ++ I 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN 2,000 PPM.
'n��fO ++ cJiN3 40 N N N N I N N I 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED.
N��N I O
46 I' 43 I� I� 41 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROO FOR WALL THICKNESS AT A MINIMUM OF 25
CY INTO THE POUR.
346 �I 34 II 348 II II
�`opao"e SD CURVE DATA.
•` 4,p'e� DELTA RADIUS LENGTH TAN
PLAN _ A 90.42'21" 22.50•**# 35.62• 22.78•
LINE 'C" 8 ` ue13011a
a B 18'54'39" 22.50'**xk 7.43' 3.75' 40 0 20 40 s aD 80 160
4 FT. LENGTHS, 5'BEVELED BOTH ENDS
sr �1vTL s
9�OF CALiFa•� GItAP1flC SCALE(IN FEET)
NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: CITY OF LAKE ELSINORE 15
OFESSIU ALERT _
CERTIFICATION: oeft q
4�1 13(� AS-BUILTS AL sol 15 Fy _� SHEET:
2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 5 F�� � `� - - - TRACT NO. 30494
CL MJ-'Ir@LJLI FME 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.23434 LAND PLAN NENG NG OF:
AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN -PLAN+PROFILE
O O O 21
4 Exp. 12-31-07 * 1181 CALIFORNIA AVE. -STE.202•CORONA,CALIFORNIA 92881
/l pnrp) 5 !iG �{ O�O1�7 (951) FAX(951)280-4150 LINE "I -25+00.00 TO 28+55.00 FILE NO.
TWO WORKING DAYS 6 KEN A SEUMALO, P.E.NO.56915 DATE srgTF oFT CA`\Fo���P RCE 23434 7 >� LAT'C-3', LAT'C-6', LAT"C-7' +LAT'I 07-OR-2-
BEFORE YOU DIG 1 7 DENNIS D. NELSON LICENSE NO. DATE W.O. I FOR: IF.B.