HomeMy WebLinkAbout2544-3.., x ... '. .r f....
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C14 (3
CONSTRUCTION NOTES
A
7
I �* 2a-- CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE
INSOUn-MM &--
13+76.00
CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE
Ate- 7A�37SCALE: 1 "= 40' �'` � � F'� Westwind Ave. 30' 30' �v / �6ro �" �' 9�-- CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0
• 3+83.00 Southwind Ave. 15 18' 18' 24 -RCP CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7'
� i
TRACT W66-�to W = m TRACT -156-56-13
Jr-IsN,5 7' 5' 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=10'
0 C: N p
'� �: o Lateral A -3.S ° o
0 2 cn 03: CATCH BASIN DOTAL
N p S N64 24 31 W mw 12 rn N 16+52.00 Westwind Ave. '
8 + LO � til 13' ++ 14 15 1+00.00 (j Northwind Ave. SCALE: 1 =10
rn c0
Cq
co Construct 36" RCP +0 r' Construct 36" RCP o _
0� "' 4 1400D c�3� �� 1400D 4 t2 3 \
•� 307 68' 63x95LO LO
' 0'
NO'O1' W w N CD `nLn i `n LO
00 N AVE, 16
5 _ __
igloo
11+00.00 Westwind Ave. - - - - - - - 1+00.00 Eastwind Ave. '' W w W W .J W -
..._
�5.Il2 8&99'
9 16+88.41
�►, w y� O
13+10.00 Street ♦, N
14+57.72 BC o _ (_ � a, 20+61.09 EC
1 +50.00 Street I o M Lateral A-3.4 CO''a' `� 1+50.00 Street 9
I
cn ° as 7____ LO U) ap A MANHOLE
� _ .�, .. 0 2 N49'23 35 E o m co �„, � ° z ,v
20 25 q=> o 1 27 �� 1'7
�► 5 13 5
- Q ,► _
5 "+
_ U N ° ° .17'
�- 5'
i I ( 5' 10 5'
15
RAG T-156 -5-5--A r�\C 7-�-15 F' 55-d 4 RAC 7� 156 65 13 �
024"RCP
18 18018' 18' 18' 18' L A 1
25' 25' 25' 25' 25' L25' ��' �`� wop
�G
EASTWIND AVE
SOUTHWND AVE. NORTHWIND AVE,
See Sheet 2 See Sheet 4
CURVE DATA
Q
R
Q
L
T
4
a �
6 �
70.69'
45.00'
y. _ ..._
S
3 ,.... ....
..... ...
,:.. t .. A .. ...:. ... R`^y,.. „...
¢ ...... 4 .. i I.
T-1 nr.
# .._ # �.... F r. ....
tX151 INU
ao I SEWER LATERAL
C14 (3
CONSTRUCTION NOTES
A
7
I �* 2a-- CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE
INSOUn-MM &--
13+76.00
CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE
Ate- 7A�37SCALE: 1 "= 40' �'` � � F'� Westwind Ave. 30' 30' �v / �6ro �" �' 9�-- CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0
• 3+83.00 Southwind Ave. 15 18' 18' 24 -RCP CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7'
� i
TRACT W66-�to W = m TRACT -156-56-13
Jr-IsN,5 7' 5' 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=10'
0 C: N p
'� �: o Lateral A -3.S ° o
0 2 cn 03: CATCH BASIN DOTAL
N p S N64 24 31 W mw 12 rn N 16+52.00 Westwind Ave. '
8 + LO � til 13' ++ 14 15 1+00.00 (j Northwind Ave. SCALE: 1 =10
rn c0
Cq
co Construct 36" RCP +0 r' Construct 36" RCP o _
0� "' 4 1400D c�3� �� 1400D 4 t2 3 \
•� 307 68' 63x95LO LO
' 0'
NO'O1' W w N CD `nLn i `n LO
00 N AVE, 16
5 _ __
igloo
11+00.00 Westwind Ave. - - - - - - - 1+00.00 Eastwind Ave. '' W w W W .J W -
..._
�5.Il2 8&99'
9 16+88.41
�►, w y� O
13+10.00 Street ♦, N
14+57.72 BC o _ (_ � a, 20+61.09 EC
1 +50.00 Street I o M Lateral A-3.4 CO''a' `� 1+50.00 Street 9
I
cn ° as 7____ LO U) ap A MANHOLE
� _ .�, .. 0 2 N49'23 35 E o m co �„, � ° z ,v
20 25 q=> o 1 27 �� 1'7
�► 5 13 5
- Q ,► _
5 "+
_ U N ° ° .17'
�- 5'
i I ( 5' 10 5'
15
RAG T-156 -5-5--A r�\C 7-�-15 F' 55-d 4 RAC 7� 156 65 13 �
024"RCP
18 18018' 18' 18' 18' L A 1
25' 25' 25' 25' 25' L25' ��' �`� wop
�G
EASTWIND AVE
SOUTHWND AVE. NORTHWIND AVE,
See Sheet 2 See Sheet 4
CURVE DATA
Q
R
Q
L
T
4
45.00'
90' 00' 00”
70.69'
45.00'
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
No.
REVISKM Engineer
Approyal Date:
_ N —_2W i
Date: BENCHMAW
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION. 1428.6090
Mm �?
N U
M C�
CATCH BASIN DETAL
SCALE: 1 "=10'
Prepared By:
QRpF' ESS/
0�
ALLARD ENGINEERIAG o o J. q�
Civil Engineering — Land Planning �4:k:
6101 Cherry Avenue (0 1Q' �o z Drawn By:
Fontana, California 92336 No. 36052 rn
z JA
(909) 899-5011 Fax (909) 899-5014 r
Exp. 6.130.120 Designed By:
CJvIL Q- SCN
Raymond J. Allard, R.C.E. 36052 Date qTF Of CA0F_ Checked By:
(expires 6/30/2000) RJA
D
RECORD DRAW�IGS
CrrYOFFONTANA, CALIFORNIA
sroati� oaw &RIPovaMerr P." scaa:
TRACT 1.5655-13 1 •= ao'
LINE 'q_3' Date:
St.. 115+26641 a sa. 2o+atao pan. 1998
Approved:. •Gem Z- t- 94& Dwg. No. 3
F CIN ENGINEER R.C.E. 25126 2544 8
L:\DWG\10201\15655-13\10201SD3 1-28-98 10:05;34 oM EST