HomeMy WebLinkAboutTr 30494 SD-13 HIGH-VELOCITY PIPE NOTE (RCP)
THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE -__--
INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN
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- ALO G.CL ST,R D Al THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY MEETS
-- OR EXCEEDS 30 FPS THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE _--
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8 DAYS.
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�/ZEE1 17 1 .-18 RCP(CI PAL ER_AN I': O 5 .2 fsPROFILE SCALE ^ ts1 .a wv ''w V1ux 2 .1fps *'' TION NOTES:HORIZ48" RCP 35 CONSTRUCT 48" RCP (CIPP ALTERNATE) D-LOAD PER PROFILEop 7 -33+00 34+00 36 VERL: = _1 17 17 IN... CI P L R A .5+00 36+OC) IF 37+00 38+00 39+00 L RNAIP 40+00 41+00 40 CONSTRUCT 18" RCP CLASS IV 1'O+0
43 CONSTRUCT MANHOLE NO. 4 PER RCFC & WCD STD. DWG. NO. MH254 0 10+50
44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227
LINE-B-1 46 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100
A=45'00'00" B=36" 47 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. DWG. NO. M803
C=6.8' D1=48" D2=48"
AEEFII,�
E=6.8' L=9.27' CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20
151 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER RCFC & WCD STD. DWG. NO. TS303
'
CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES
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g� �.�Io � \�� \\ END P 48 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE"STANDARD
1® -rn ern Iri I I ' I \-\\ LIGHT CLASS RIP-RAP SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITYS SPECIAL PROVISIONS AND THESE PLANS.
w N N'Il 296 I 29 94' I 29 \ /66 PER GRADING PLAN 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON THE
! \ S DRAWINGS APPROVED BY THE CITY ENGINEER.
j nm z v`Oi I 29 is \ I 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO THE START OF
4.5 CONSTRUCTION.
tq 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER.
Z J JVI n rj rni I 29 7 IFO•q A S 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE.
\ \ 1 FR Nr LIGHT CLASS RIP-RAP 6 BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS
PER GRADING PLAN ) DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS
ATTAINED ITS DESIGN STRENGTH.
DRIVE- N 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED.MECHANICAL COMPACTION
O L '� A
O N N b tiQ WILL BE REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFILL "SHADING"OVER 174E PIPE WILL BE PERMII7ED 24
W I GO 3 --35+0 Q- 0 HOURS AFTER INITIAL PLACEMENT, PROVIDED THE FORMS ARE STILL IN PLACE AT THE TIME OF"SHADING".
289 \ 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE
Z o: N89_ 14 E ��.0 p CONCRETE(F'c)AT 28 DAYS SHALL BE AT LEAST 4000 PSI,• THE MODULUS OF RUPTURE SHALL BE AT LEAST 550
(L J --- „ti PSI.FOR VELOCITIES GREATER THAN 10 FT/SEC,BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE
l�I ic
q m x / 288 STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY 2
39+56.71 % / ADDITIONAL INCHES, FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT
35 SHALL BE THICKENED BY AN ADD17TONAL 4 INCHES, FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140
07 I F,7 DEGREE SEGMENT OF 774E INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES. THE COMPRESSIVE
F ¢ i?¢ vio �n �i ( UF- I '- 39+70.01 47 STRENGTH SHALL BE 5000 PSI.
r "i + m rn m 09 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO PLACE WITHOUT
?mj N V) r✓ I ¢m I� o o�o �'r� 39+64.22 EC 28 SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR
V) 'n� <cn MINUS i".
OZ.-1O a -j-Nmn 2 c ro 276 27 + I / �� ��� 10) FLY ASH,MEETING ASIM C 618,MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY
n^a z "10 I._u^i II '"�"� 2 78 ' a / WEIGHT). WHEN FLY ASH IS USED, WATER REDUCING AGENTS MEETING ASTM DESIGNATION C 494 WILL
w 43 I I �\ PERMITTED IN AMOUNTS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE CITY ENGINEER. NO 07HER
"+� �++ moo rnN ' 279 / j���e v 288 ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE WITHOUT WRITTEN PERMISSION FROM THE CITY
nrn ci�n + +`� y ENGINEER.
M�MQ� / 2SO rj .� \ 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL NO. 4
51 w�
DOWELS, 24 INCHES LONG, 12-INCH CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE
2 7 44 2 74 _ Af 0), `` \ 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE
J �-A % 28 1 LOTLINE 15' SD EASEMENT 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, SHALL NOT BE
I "� R. PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP
v` OVERFLOW TO HOA PER DOCUMENT NO. SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL
43 FENCE PER SWALE PAD D - ACCEPTANCE OF THE SYSTEM.
--�J•1LA\ LANDSCAPE PLANS 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN 2,000 PPM.
15 CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED.
SD CURVE DATA SAP+ 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR WALL THICKNESS
AT A MINIMUM OF 25 CY INTO THE POUR.
L DELTA RADIUS LENGTH TAN `L' 1 inch= 40 ft
PLAN A 27'58'36" 598.00' 291.99 148.97' PAD b 0 p 40 e0 160
* s/00/111 B 86'39'24" 45.00'* 68.06' 42.45'
Q a� C/Vi10 LINE 113 * 4 FT. LENGTHS, 5'BEVELED BOTH ENDS SECTION A—A c�,P1�c SC
(IN F�
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NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
CERTIFICATION: oeR°`ESS'°Nq� CITY OF LAKE ELSINORE 10
la/es As-(3u1cr a uro ��� ro Fyc - f SHEET:
2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 0, TRACT NO. 30494
C�"Q°!LUTOO L� 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY a No.23434 A LAND PLANNING CIVIL ENGINEERING
OF: 21
n AND
7,/STATE
JLAWS,AND�A PERMIT CAN BE ISSUED. LAND SURVEYING _
5 / /C +L O f/7 't Exp. 12-31-07 * (951I/CAABLpI/Fpy7O/qR/�/NIAAVE. -STE.202•CORONAFCAAX(190R2�/8¢¢¢801 STORMLINE B, — PLAN
4411+n24E
TWO IRKING
RKING DAYS 6 KEN A SEUNALO. P.E.NO.56915 DATE nTgTFOFICA`\fO Q /I///////_ RCE 23434 /,Zl LAT�B-10" n7FILE
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BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: IF.B.
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