HomeMy WebLinkAbout1866-D CONTRACTOR SHA f L VERIFY LOCATION = 1+00 00 (LINE AE 1A" "
( 3+07.15 LINE A FINISHED SURFACE 5+00.00 LINE A"
1+00.00 LINE "A-2" o = 1+00.00 LINE "A-3"
AND ELEVATION P IOR TO START OF
ANY CONSTRUCTI . . FINisHED SURFACE
a '�.> LGI.
.G.L.
i 1180`s' 1180 �' �� 1180
R
0100= 56.8 c.f.s.
Vw x= 8.0 f.p.s.
S 174
S=0.015 TeCt
5
NIS
SURF E U SURFACE � N 6� a m o ao H.G.L. �, �� + o �6 u i ? o � a
CE (1i
1160 1160 �` Z f< W 1160
d W fid' 9. 1 4 6.80' ►� + `o `-) 1-i VW= 1.9 f.P.S.
cV
c0 0100 34 c.s.
�4F qlF'�� 'P����� /4,' v �y���' o" o + + + +
LINE "A-- 1" 7.60' R 3 83' - INST 18.85 LF. "
. ERAS _ L.Ff __ -
° 18" R.C.P. (2000
LQ
S=0.005
S 0.0025 7+00.00 LINE "A" 36" R.C.P. (1000-0) 36" R.C.P. (1000-D) RVISHED SURFACE LINE "A-3"
�� !! ��� !� = 1+00.00 LINE "A-4" LINE *A-Z 00 ? H.G.L. PRIVATE
Ik
X61 �� 1 FWISHED SURFACE I PRIVATE + g
�, �s �'` � ti• �•sem �' �•'� � '-'� �' o �.�1 �•
118 1180
Li 6 a II ok
cd
Z �
o II 11 �h S=0.5065
0100 = fi8. CIS. Olt 66 5 c.f.s.
V,w�x= 5.5 f.p.s. V x= 5. f.p.s. Vw - 4.95 C.f.
+ + Q>
�x P +wax p
m •- moi,
S=0.015 ` 111• � ' -� ,
a V a N�6 ci ti ,, a
zcd
m
o 0 1160 ci � �,
c+i 4 U 2
m W m W O cp N tp � m W
^io r^Dj 2 410p = 1.7 C./s. N
2 ui 0i �, ao m W a VMAX 1.0 f.p.8.
o + i o + CN
Q1D0 - 5.3 c.f.s. ap + +
INST 384.15 L 48" R.C.P. (1000 D� INST 234.5 L.F. 48" R.G.P. 1190-0 h N 383 INST 15.45 LF. i
�+ +79.75 18" R.C.P. 2000-D
PROFILE SCALES ,j 4 5 6 7 8 9
18" R.C.P. (2000-D) LINE "A-4o"
HORIZ.: 1"= 40' LINE 1"Iq� LINE "A-4"
VERT.. 1'v 8' PRIVATE
CONSTRUCTION NOTES
80 INSTALL 18" R.C.P. (SEE PROFILE FOR D-LOAD)
83 INSTALL 36" R.C.P. (SEE PROFILE FOR D-LOAD)
N 1 ko 85 INSTALL 48" R.C.P. (SEE PROFILE FOR D-LOAD)
CONSTRUCT CURB OPENING CATCH BASIN PER CITY. STD. PLAN NO. 300
CID o o_ o o_
- 94 CONSTRUCT MANHOLE N0. 2 PER C1TY. STD. PLAN N0. 319
W s ui ,� m o �; �, Eu N co ^ m ; lV �; N c^o 95 CONSTRUCT MANHOLE NO. 3 PER CITY. STD. PLAN NO. 320
It 0 0 0 °� 2 I t O + z IN I t o + + i (N, rn t 96 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY. STD. PLAN NO. 331
' + W Q " o W Q " � �, �,
`o Z + u CN z »< o z 98 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN N0. 329
Lv � o W tj o W V. o 0 10 CONSTRUCT BRICK AND MORTAR PLUG
Z �1- II 2 Z N II Z Z tt- II 2 2
J 2'v� -_j 2'b, J 2-'v, ``' 11 CONST. PRESSURE LOCKING MANHOLE COVER PER
A.P.W.A. STD. PLAN 211-1
11 CONST. PRESSURE MANHOLE SHAFT PER
A.P.W.A. STD. PLAN J29-1
o a 9+30.50
E.C.
I
1+07.8J 98
q CONC. COLLAR Q
0
A
Q�pFESS I0�
ST. STA 15+03.85 91
INLET
N0. 24068 m
- L=7.0' H=5' W m
/ - C.B. , 110 � Exp. 12/31/04
N 89027'44" W N 89°27'44" W 89°27'44" W 0 S. s'rF c 1 v
- - N S
yj
/ 3 - - - - LINE "A-4a" 8o OF CAL1F�
6RI
N 83°33'51" E
W i10+00 11+00 85 12+00 3+00 85 4+0015+00 l VAC ENI� =70000'00" ADDED S.D. MANHOLE, LINE - "A-2" _
- cv I _ - - - _ - - - - d
- -vi it \ _ _.. _ _ --� - -o _ _ - _ - - - _ e _ _ - JS o C Y
9+25 91 96
R DESCRIPTION OF REVISION DATE APP'D
w w �I
- 9+25.18 LINE A" CITY OF RANCHO CUCAMONGA x
`i 4i 2 �, -1+00.00 LINE A 4a >c
R
W W W
N
Z J / Z J Z J ( .__1
J J J
0 0o I o o � I �, � Q PLAN AND PROFILE o
z
Q)Q1 p" oo o0 0 + v )1 71
- oo �- oo � oa o I mm
In
o
= Z
0 0 o vi o
0
O O n1
_ _ STORM DRAIN LINE A
o + + "- � o + g > o + o � � g
t\
STA. 3+05.42 TO STA. 9+38.90
LzjW
N N
W
o CIVIC CENTER DRIVE w >
» APPROVED BY DATE
LINE A CITY ENGINEER R.C.E. No. 24953 z
DATA ABLE REVISIONS 40 20 0 40 120 DESIGN RE MENDED m w
BEARING DELTA RADIUS LENGTH TANGENT zEv. DATE Br DESCRrPTrory APP'v'D
A3 PA HUNSAKER & ASSOCIATES
� CEJ
1 7130103 S8/AL REVISE SD DRAWINGS TO INDICATE CONSTRUCTION OF
O
38048'21"' 45.00 21. 15 15.85 ��- D RAW N y F PLANNING • ENGINEERING SURVEYING SHEET �
MANHOLE GRAPHIC SCALE 1 -40
oe 45`00'00" 22.50 17.67 9.32 PA Three I ruins. 618 • 1949)SS3 1010 • FX:1949)583-0759 7 o f 1 4 �_
�c 90°32'15" 22.50 35.55 22.71
CHECKED DR WING No.
DS D G YDER R.C.E. No. 24068 / _ Q
DATE FILE NO. D� �-
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