HomeMy WebLinkAboutTr 30494 SD-17 i
-i FS AL O N C rn m S OR R IN ram-
-- RMI D AI o z F ALO G L
I i
* - ON a Z
FIX. R. A ON m
! F ALON CL ou +
—�
STORM CRAIN :EX. GA. AL0 G - -' -�- I I q ++ o _
iCL STORMDRAI 1 f A ON L^! 15
EX.
G LOG -
'I
3' -
I
66 I � � 1 — 6 0 6 15 I� n � 675168 I 1 8 1 6 I �= 6 o.0 1 6 115 0 1 6
+jr—
j
Vrr c
'•EX GAP. LONG
!CL STORM DRAI 18 R P H L
°D 5• iz i,. FS A N C - 3
I
;
a $ o
At
16 01 665 61 5 1 iD.. R 1 7 16 1
65 °x. s 1550
' —RI
5 5 0
q
z
H
.. - ..
I I i
I I I _
I
n - - I
i
Lu
:
? "i� m! _---__I J'- _t ^O N I S I ; _.. D 1 G 2 D D _
n
I !
O I
OI O
-
64 96 0 6 16551 6 1 6 Hiui
h" 2M
1"�4'
-ro- y z
40.8 fs o o'
c - c s' v> c s
t
1 10
t a TE (RC 1; � ai I G VELOC TY E 0
max- : �Trnc-188�ITs THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE
i
C NS R CT 93!.43 LF: U INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN MEETS
-{-- THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY ME
OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE
PROFILE SCALE - In : F'c=5,000 psi AT 28 DAYS.
I
I
VERT.: 1 n= 4'
I
1 +00 1 a+oo 1 s+o CAST—IN—PLACE CONCRETE PIPE
O 20+00 21+00 22+00 23+00 24+00 10+00 10+00
GENERAL NOTES CONSTRUCTION NOTES:
1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST 38 CONSTRUCT 30" RCP D-LOAD PER PROFILE @
EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC WORKS 40 CONSTRUCT 18" RCP CLASS IV
CONSTRUCTION", THE CITY'S SPECIAL PROVISIONS AND THESE PLANS. 41 CONSTRUCT MANHOLE N0. 1 PER RCFC & WCD STD. DWG. N0. MH251 E
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. C8100 I
��� �•'` - �-_.,� 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR
APPROVAL PRIOR TO THE START OF CONSTRUCTION. 48 CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20
\„ 4) TRENCHING AND BACKFILLTNG SHALL BE PERFORMED ONLY IN THE PRESENCE
0 ' I 1 �� ` +10. 1 8 OF THE SOILS ENGINEER. 49 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19
` PI E 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. NO. TS303TOP Y
6) BA KFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS
Y SD CURVE/LINE DATA
I I DEVELOPED 80 PERCENT OF I75 DESIGN STRENGTH. NO TRAFFIC SHALL BE
i Idoi n 389 a rn I I r 388 II w 38 I 38 I / PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS ATTAINED ITS DELTA RADIUS LENGTH TAN /
390 I I / DESIGN STRENGTH. A 00'36'11" 1044.00' 10.99, 5.49' 0
I a o z rn m~ I' I� 38 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE B 87'19'55" 45.00'1k 68.59' 42.95' /� A
o wrn v~i / •/ PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT C 21'59'20" 494.00' 189.59' 95.9T
N38'43'45"E d a cO1v "� °i N I I S I OF LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24
a au D 87'35'37" 45.00'* 68.80' 43.15'
40 LAT-B-16 I ' ' +n aD� a I opt - '"'^' G HOURS AFTER INITIAL PLACEMENT, PROVIDED THE FORMS ARE STILL IN _ _
0 3 v m >s E N88'35'45"W 34.00' /
a ++ ///�/ S PLACE AT THE TIME OF"SHADING".
L=28.47' 0 ^y oo '�I ++ I� rn� (� // I F N71.36'52"E - 52.54' -
'o o w <„ 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE
SEE ABOVE 384 co j 38 - ) G N76'14'32"E - 9.27' -
� ro COMPRESSIVE STRENGTH OF THE CONCRETE(F"c AT 28 DAYS SHALL BE AT � � P•,
T8+44,96 CL, INT. I ri rn LEAST 4000 PSI; THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. * 4 FT. LENGTHS, 5'BEVELED BOTH ENDS r '
10+00.00 LAT-B-16 \ N P FOR VELOCITIES GREATER THAN 10 FT/SEC, BUT NOT GREATER THAN 20
10+45.35 ST. STA. i° 0 3 C N r FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 ?1 9
O HOA LOT DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY 2 ADDITIONAL
INCHES; FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE 40 U x p
CL. INT I - A p SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 4
10+00.00-AMBROSIA COURT - BROSIA� C0U D INCHES; FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140 DEGREE SSE 0493 OVE
13+60.51-KALANCHOE RO SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 S. LANS G'
-- - INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. \
��— __ ,� 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO N88'3 45"W
13+ B 18+43.43 BE WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE 40 INE-F 76 '3 "
13+11.32 ST. STA. 10+43.81 ST. STA CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR E-
34.00'
O17+00.85 BC= A I 374 ' / 8 O MINUS 1". E ABO ' F 7
392 13+00.57 S. STA
N21'32'31"E 1 8' O III 376 I, d ',�O m <\\ 10) FLY ASH, MEETING ASTM C 618,MAY BE USED TO SUBSTITUTE FOR CEMENT
37 37 / N Urn \ REDUCING AGENTS METING ASTM DUP TO 15 PERCENT OF CEMENT BY ESIGNATION CN494Y ASH IS WILL PERMIETTED IN WATER OQQ
MATCH I�IC�I SQ,� I / U N a / AMOUNTS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE CITY
vHEE I I ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF
a CONCRETE WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER.
if) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE
11"� + CONTRACTOR SHALL INSTALL Na 4 DOWELS, 24 INCHES LONG, 12-INCH
3 79 / CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE. wM aI- y --\\ F
12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. O Sa a o
380 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE O ooNza wv~i on a �(OT\
COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE Q' ? 04�c� o 00rn N \ \
I I �I pOFEggT �/ / APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER G S� +o J ++ �0 3
F A.AI°•Vyt THAN 39"IN DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE +�m o 0
o� w m \
4pr Rj WAIST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. 51 0 0
14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS , \
o = GREATER THAN ZOOO PPM. i inch= 40 tL
m
PLAN w XP:981sOna 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED. a 0 20 b 80 Igo
LINE "B-1 * 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER
®+r�CIVIL CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MINIMUM OF 25 CY
ckcAO INTO THE POUR. GRAPHIC SCALE(I1 F'» �
NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY, 1
UNDERGROUND SERVICE pROFESSIONq CITY OF LAKE ELSINORE 12A t
1 /43 NAL& MI PROFXES OF LINES E,E-1 AND F AND NI AUINMENT OF UNE E S sf o-p CERTIFICATION: , Ik\s , SHEET.,
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 5 --, V `-- - -- - - r TRACT NO. 30494
@M.LL--r L � APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY W 2 CIVIL ENGINEERING
v�1z/1 At•FS01� S o:/ ae/J AND STATE LAWS,AND A PERMR CAN BE ISSUED. No.23434 A LAND PLANNING OF., 21
3 LAND SURVEYING STORM DRAIN-PLAN& PROFILE
q/ Q * EKp. 12-31-07 * 1181 CALIFORNIA AVE. -STE.202-CORONA,CALIFORNIA92881 LINE "B-1"- 17+50.00 TO 23+40.01
4 ��( OB�ir�% (951) FAX(951)280/7415/0
` TWO WORKING DAYS 5 KEN A.SEUMAL, P.E.NO.56975 DATE STgFOFI VC ALF���\P RCE 23434 S-A,/� LAT"B-16"AND LINES „E„ „E-1"& "F" FILE N0.
BEFORE You DIG g DENNIS D. NELSON LICENSE N0. DATE W.O. I FOR: IF.B. DI-(-A 5
Ok/-�4/�o7 hy* �d � 0042.3 )eefs•91