HomeMy WebLinkAbout1808-D N •-
BENCH MARK NO. 148-B
AT THE N.E.C. HIGHLAND AND
- UES
ETiWANDA AVENUES, CL
HIGHLAND AVE., 24 E. OF CL
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oAN A
ETI W D AVE AT THE N.W.C.
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z- e o OF 4X8' DROP-IN-BOX FOR
' I j DRAIN CULVERT, SE
SS
19 r w o
N S9 DISK. DISK.
ELEV. 1BRASS
61
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FINISHED SURFACE °° LO o ao 0
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OVER STORM DRAIN _ _ _ T + 0
t` 0 1 o + + _
O + r r o►- , o - .pro WGL 1690.26
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18"RCP N cr STORM DRAIN �A 00i
WS=1687.04 IN85.58 \ P iy6Bs
+ L .
V.
5-0.02 GL
INA WS=1684.16
HGL HGL
8"WATER
HGL WS- 168 .15 WS=1683.3
p
z z
HGL ��� _ 0 _
Zs" Rc>' ® ul r 00
1" 79.71 INV tri + 00
WS=1680.44 8 S00
EWER S gyp; (D o ca
r-
w SEVIER � N
BCy1 ,580
'R1676.84 INV61z CONST. 6.13 LF
00
m w z w z z a g > > S � HGL S-0.0049 1676C82 iN > >
N - r - - Q! O p p Z Z X541 /16j6 Cp z 00 "
OR 00 "Q M c0 n �'' co o U N rn � 9? z N z M � 18 RCP 1500-D
N o to co M � � 3 to to . N to _ _ _ __ _ _. _ _. : t0 - _ - - r r
N N tri O tri °' tri "' 4 06 U ori C i w W $� > r rn� Q 17.0 cfs ►'? Q100= 5.2 cfs
N OC N CO N ± rjD 00 ±oz a a a a 0 p38� _ N ? > _ > z _: o00 + 00-V) q,4: S. V� = 15.0 fps °r.° o V� 13.4 fps
N N N N OD NO - d IZ N z z - > t0 O = tip Q1� 17.0 cfs t0 00
Z z .� o - _ to z ta+ V100= 15.1 fps
00 0 w z \ ` ` + oo �- allo CONST. 15.97 LF
°° z_ I, z_ z m ? W z z FkI ` \ �` _ . _ Q - 6.5 cfs ° co o co O `° O N _ CONST. 33.21 LF 24" RCP 1500-D
,bo- + � + � + to to Qa 00-
3.0 s LAT-'T'-11
- M co t'S T 30" ` V100= 3.7 fps oto o to o o+ c°Do V10o- 1 1.9 fps 24" RCP 1500-D
Ln � - co U) � ;F z X88) CONST. 60.77 LF CONST. 48.57 F
+ CO + rr-° + r- + � + r` r` M- 18 RC 1500-D 18" RCP 1500 >7
r- W � cD r- c0 �-- O r- ca c0 0
N N r N - N N - LAT I -9 LAT-'T'-10
a)- TRACT 4 -STORMPAIN
PER DRAWING NO. 1809-p
- : _ H F _ _ - -CONST. S SHEET 0 6 ri „ Q� _
Q100= 5.2 cfs 29.39 LF 0100= 53.8 cfs LAT-T-7 LAT-"["
LM 1 1 -V
V100= 1.83 fps 30" RCP V100= 16.71 fps _
CONST. 69.67 LF 1500-D CONST. 142.41 LF 30" RCP 11500-
I -
CONTRACTOR TO VERIFY PROFILE SCALE
24" RCP-1500-D 0100= 44.4 cfs PRIOR TO BEGINNING
V100= 9.05 fps CONSTRUCTION _ _ _ HORIZ: 1 = 40
VERT: 1"= 4'
22+00 21+00 20+00 19+00 11+00 10+00 11+00 10+00 10+00 10+00 PLAN SCALE
HORIZ: 1 '= 40'
43 0 0
44 z_ � FM II to
z 00 0 50' 1 o 00 c6
41 d - 41 w o ►- 25' 25 45 42 v cro r-
_ o z 0 mLn 7'. ,8' 18' 7' cwn 41 II m 11 ~o
N to '�' o ui - 0 00 � o w oo a m GRAPHIC SCALE
N oO N II 00 to rn
_ _ 40 0 20 40 w 160
o � 31 1
cc � 0 ocaOz U Z ~ o; Z O 0 4:
U CA
Z =I o O :1 cfJ r (n 1 II O 1 w (0 00
N - pr7 W _ � t7>_ � \ Z) 0w \ Z cD I'-
M t0
m � F- o LLJ
r II W m r- F- 0 1-- U II U c% I o U - II Z z,
U II g O D w U II + Q o� w _ r- o n fr W IN FEET
_j I in + cn cn J r ;0 + ICn
8 r` z 0 t` D o w o w Z ( )
111 8 0 � ± = 8 0 � N �- 00 : U C3 co g � o tri w Ki Q J 1 inch = 40 ft.
U C7 Vl Z N N 00 U C'J (n Z r-(n 00 ►� U O O N Cn Z
+ z I r + + + + +
Z _ = Z STORM DRAIN CONSTRUCTION NOTES
N N N CO0 N p0 0
52 x>-- o
U �
40 CONSTRUCT 30" R.C.P. (D-LOAD AS SHOWN ON PLAN
Q
iW 0 ND 41 CONSTRUCT 24" R.C.P. (D-LOAD AS SHOWN ON PLAN)
F-- Lo Z
N o0 B 41 NOO'35'57"E Z D 42 CONSTRUCT 18" R.C.P. (D-LOAD AS SHOWN ON PLAN)
--
o - _ ,' _ _ _ 00 M 43 CONSTRUCT STORM DRAIN MANHOLE NO.1 PER RANCHO CUCAMONGA STD. PLAN 318
N oO
41 40 40 40 46 U Z U 44 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RANCHO CUCAMONGA STD. PLAN 336
ZF- 90 45 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RANCHO CUCAMONGA STD. PLAN 331
f
C'x ~ 46 REMOVE EXISTING BULKHEAD
L �� W
W (-
m
30
10+06.08 18"SD=1680.10 BOT
CURVE DATA
" W R=1 7 TOP nZ
8 SE E 6 9 36 0
0 10+18.23 18 SD=1684.47 INV. C)0 CURVE DELTA RADIUS LENGTH TANGENT
V) m Z „ _ 7
- rn 3 0 8 WATER=1683.7 TOP
z A
J " „ 45'00 00 45.00 35.34 18.64
�QA -
or _ o ST I 7 42O°0° .00 U rn rn F-�t rn N00 'W +Y B 08'15'59" 45.00 6.49' '
n O 3 25
U oo ozto Id- m 0O o 62.52 O 36.44'01" 45.00 28.85' 14.94'
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45 N CO
CITY
F I I N
ALVPLACEDESCRIPTION0 REVS 0 DATEARAB
APPROVED:
STORM DRAIN ' LINE "I" CITY OF RANCHO CUCAMONGA
TRACT 14495
STORM DRAIN PLANS
LINE "I"
STA. 19+70.03 TO STA. 22+22.11
LATERAL '1-T, LATERAL '1-F, LATERAL '1-9'
Underground Service Aleft �oF Ess 10 CITY ENGINEER ! ._c ( � t�r.ti1
APPROVED BY: DATE:
FORE r �p eoNp J. q �ql ' �j,. C_ :� RCE: X4953
U��OE o �iO C M. TOLL CD� �Q-��� ��9�0(�� DESIGN � RECOMMENDED
Valt" �JLL FREE JF ALLARD ENGINEERING
ZCWu�wee� r�s�.g Lud Pluming
-wo LJ No. 36052 M DRAWN Furt»a �a 8 35 SHEET
6 30 2004 (line•sss1815 Fax i 39"17M
Ex .
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227-2
ClV\\11- HMG
\EOL CHECKED RAYMOND J. ALLARD R.C.E. 36052 DRAWING N0.
OF I-01- EXPIRES 6/30/04
CAI. 2 -
ITY
TWO WORKING DAYS BEFORE YOU D� C 2 1SOS D
DATE
Filsno : M:\DWG\12103\KnOtT\14495\tiTORW\5TORMC.DNY'
PROJECT SHEET NO. OF Dote: FEW_ 14, 2002 CGP