HomeMy WebLinkAbout1835-D X
N
490 v 490
x
M w
u� O
co F-
+ w
co
ORIGINAL GROUND EXIST 2" GAS Z
TOP OF PIPE -1 0 z
O ---- ELEV 484. 803 0 w o
ii -------_.----------- = Co U
EXISTING 203mm HGL I I —
Q -- ---t-_-��_�---_ -----------------------------_ -_ _ - _-------------- (8" ) SEWER
W F— -----------------------=----------------�----------- ---------- ------------------- II II
tr- _ --- ----- II
= w ---------------v ---____---__-----_________ ------------------- __--------`-- II
V) Z -------------=
w = •�. S=O. 0122 I I -------------- ----
U 2G y�
F-
x 480 Q II �, fI
480
I I ----- S=0_0034
24
EXIST 2100 mm (84" ) RCP
EXIST 1800 mm (72") RCP (SEE "LEMON AVE STORM DRAIN" PROJECT)
232. 981 (764. 37' ) - 1 800 mm RCP
11 +00 10+00 9+00
x PROFILE - " DLM " LINE
HORIZ 1 : 500 CONSTRUCTION NOTES
VERT 1 : 100
24 INSTALL 1800 mm (72" ) RCP
ELEC (SCE) 8" SEWER (CCWD) KLUSMAN UTILITY LEGEND
CATV (CC) AVENUE
CCWD = CUCAMONGA COUNTY WATER DISTRICT
O I6 II ' I 2" GAS (GC) CC = CHARTER COMMUNICATIONS
O 2" WATER (CCWD) 3" GAS (GC) 3" GAS (GC)
VER = VERIZON
p 2" WATER (CCWD) 8" WATER (CCWD) 1 8" VCP SEWER (CCWD) SCE = SOUTHERN CALIFORNIA EDISON
+ R W / I f I I -- -- GC = GAS COMPANY
- — -- - - MWD = METROPOLITAN WATER DISTRICT
— —
- _ _ --- - -
-- --- -- - - - - - - --- -g�- -- -
--- - -- -- �- - ---- - - --- --- w - wTV--w--
E
w
A V CATV �-
VE
F- "D M" LINE
89° 33' 37" E 8+0 LEMON AVE U It 7+ 11LMW11
LLj -iw D - - - -- - - - - -- - --
_ _ I +00 I C +00 9+0 _ -- EXIST 84" RCP
--- vv—
-
X W i - T- T _ -- -- - 1 -T- — -- T
T T
W V) - r -
In oo -� - j R/W 8" WATER (CCWD)
Z N
SEWER LAT (CCWD) III
I ;� It' AS (GC)8" WATER (CCWD) 1 0 2" GAS (GC)
II � TEL (VER) 00 i
U EWER LAT (CCWD) MALACHITE
Q TEL (VER) AVENUE 1° �
CATV (CC) 'I c0 I-_ w
q- 3 x Q No. DESCRIPTION OF REVISION DATE
CI1 Y
K) m w JAPPROVED
J Q U � L CITY OF RANCHO CUCAMONGA
+ � w wcr -,
�_
O QRpf ES S /oNq� 00 CL W _l By. LEMON AVENUE STORM DRAIN EXTENSION
= co CL W � W
Q�` F -Jwuzw00 Date:
zc 0 . wocn � � 3�2"f 03
� EDWARD NG
_ � m � -- � � LEMON AVENUE - STORM DRAIN
- Z
rn
No. - _ 46767 -
PLAN AND PROFILE
Exp, 6/30/03
C I V I La\P LM" +8 4 TO LM" I I + I 0
� OF CAL► APPROvED BY
CITY ENGINEER ? - ��(�/ DATEcD
R.C.E. N0. 24953
x UNDERGROUND SERVICE ALERT
DESIGPJ PLANS PREPARES BY: RELOMME I4UII)
_
PLAN ENg
- -- I ENGINEEERCINGECORP. O z
Cell: TOLL FREE _ ` , - O �
SCALE 1 • 500 DRAWN 1836-L COMMERCENTER CIRCLE �hF t V,
1-800 etr/c ENg SAN TEL 8909-890-0477 92408 5 OF 13 w
422-4133
d`
- ALL DIMENSIONS ARE IN - - - - FAx 909-890-0467 --- - --- —
cr
CHECKED DRAWING NO.
/ METERS UNLESS OTHERWISE SHOWN. a
'
TWO WORKING DAYS BEFORE YOU DIG S F H _.._ R.C.E. NO. 4403 035-- D _
- - FILE NO. -
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1
w
U Li 30
cr� N
U � —
Z
x ou � Z > TOP EXIST
a► 0 < r_ CL 8" WATER
cvJw r w ELEV 485. 133
- Y N ORIGINAL GROUND M
o
+ o cn J : a) = c\ 30
c" wzm N < o EX TEL v 28 N
EXIST 2" GAS + m '
TOP OF PIPE �' 32 -
ELEV 489. 184 w a � m m
O nz�33 EXIST 8" GAS ,` v ~ 0 N w +' o
TOP OF PIPE v 0 + m � Z
490 -----
EXISTING 203mm ELEV 485. 416 + w m - _ 490
-- _1 i8" ) SEWER - v m "' - - w
EXISTING SEWER , , (TO BE RELOCATED) - + + _� cn r` _
x MANHOLE (TYP) ;; ; EX tEL = _ - m ~ O
o - _ c o z o z W Z o w
HGL — = w o � a = W v M = m
_ � _ 0z
v p I _ -------- p
L-------- .
O
S=0. 0100 24 + Ln
EXIST 3" GAS
x J- - X52 1- — W
Q�h E�EVO484 1960 �� __�Q W
(TO BE RELOCATED) I (A U0
Q
2 5 012 w w
� QUO Ae�• � � ��� Z Ln
Q0.• 1� ( ��� J
Q0�• 'X02' U
480_ 480
120" MIND
2. 438 W )
1200 mm RCP 143. 317 (482. 76' ) 1200 mm ACP 21 . 502 (TO. 55' ) 232. 981 (764. 37'
2400 an x 1800 mm RCP
750 mm RCB
13+00 12 +00 11 +00
x- --
PROFILE — " DLM " LINE CONSTRUCTION NOTES
HOR I Z 1 : 500
VERT 1 : 1 00 20 INSTALL 600 mm (24" ) RCP
ELEC (SEC) 23 INSTALL 1200 mm (48" ) RCP
1 " WATER (CCWD) 10" WATER (MWD) 24 INSTALL 1800 mm (72" ) RCP
12" WATER (CCWD) ABANDONED "LAT I ", SEE SHT 7 SEE SHEET 5 25 CONST 2400 mm x 750 mm RCB PER DETAIL ON SHEET 9
"� FOR PLAN AND PROFILE TEL (VER) MATCHL I NE STA " DLM" 11 + 10. 000
0" WATER (CCWD) INFORMATION. 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300
20 WATER (CCWD) ABANDONED "LMW" LINE $ '241 "DLM" I I + 18. 328, BEG MH
" T SEWER „ I( j ) 3. 658 LT "LMw" 9+00. 000 28 CONST RCB TO MANHOLE TRANSITION STRUCTURE I PER CITY
21 " WATER (CCWD) ��LATI� 1 +00. 00= I � o STD PLAN 334 AND DETAILS ON SHEET 9
2 GAS (GC) Ril DLM I I + 19. 189 POT=
30 „DLM" 1 1 +21 . 352, END MH, BEG TS 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321
R/W8" GAS (G 3. 658 LT "LMW" 9+00. 862
� - W o. 1
g 3. LT "LM 9+03 025 31 CONST JUNCTION STRUCTURE N 2 PER CITY STD PLAN 33
J - - - - -
,_ 6 BC, END TS
-- - - [ _ - __ -AM"- L € - T "�MW"29+06. 634
- RCB TRANSITION STRUCTURE PER DETAILS,
-- SEE SHEET 9
- - - - - - - -
i N � 6-5 8 L. 3 2
- - - - M
µ AM THYST -STRI,BT_ M --- , - - _ 3 TE BULKHEAD SEE DETAIL ON SHEET 10
"- W 3,
CONST CONCRETE�.._rt- 0 3 1 8,
�1 -2I� 2+00 " ,� 0' M 3I)s '20 I) . n2, s N s -
- - �w_ -L 4 - --- -X�+00 - - _� - - - - -+- -- M=
25 WATER (CCWD)
7 77
R/W TEL (VER)
1
00 _ (CONTRACTOR TO
1q_ ODLO
I
cv ao � VERIFY LOCATION
3 - 1 ao 00
= o .. O N I, I,�� o M o ►� o �`� cn LMW 9+ 14. 832= PRIOR TO WORK)
o �� o
o r-
�o 0 — C6 2 cas (cc) ^- — — LEMON AM 1 +00. 000
J ^ M L
0o APRICOT — o0 11 + — o0 11 + — oo 11 + c., w c� „
mti m O ti0 +IT 23 O w0 N N �n 11 OD — M II 0D — — u � — M m M AVENUE 8 SEWER (CCWD)
QOo = In of = = AVENUE M _ OD = v N _ 00 = ►� - = co = o o , o Q - $u�t-T C�ItK c cn oN� -O
II + + + 9 Ln ,6 v = o v�o � + ..o � + --o �
+ -O + --o a ± ,"0 r` a - o N a - . o r- Q �`' - w o 3�� GAS (G C) AS�' I LT C 11 Y
tJT N o Q N OD CC) Orn = p00N - C;" °+° = O�cv _ + + No. DESCRIP1101`J OF REVISION DAIF APPROVED
z00c) + = z c+v za;_ - �- zrn_ - zoo_ - ►- CATV (CC) By:
Il�Q H1Q � Q .— N J Q Z" 11 — J Q Z— II — -� Q Z— 11 — J Q Z — 11 — -J
a z- u
TEL (VER) - _ „ _ _ _ 11 _ _ — �� _ CITY OF RANCHO CUCAMONGA
+ + + _ - 11 _ - 11 - _ w N> - w Ln > - Q0 0) a W a
Q�0FESS OH (V F- w N N cn> - = CO cn >_ - 00 < >_ _ _
— JCI_ — J — J � a X00 � a dao � a � � r` a � � f- a � � v = v = e. —�
4� - - J mQm Q J mMm Q J mMm 0 J mMm 0 . J mrn= ± H ± H
�c. = Lo - - rn= - = U) Cfl 2 to - L0 LO Z U-) ko 2 Ln
m00 :2 co :2 co w =cn = m c°o �u?w DRAINLEMON AVENUE STORY EXTENSION
JQ � O U W � H00N O F-a0(n O HOD(n _ l0 - Cfl
Ui
WA N 0 z o o Lr) r- F-00 cn � �coN
m -
Ln - - . Q 11 Q • Q 11 Q Q 11 Q Q 1, Q Q 11 Q � � AMETHYST STREET STORM DRAIN
U3� U�U C3" U3U J PLAN AND PROFILE
w No. 46767 m co U3c� CATV (CC) o 0
Exp, 6/30/03 �33) 26 26 26 26 26 CURVE DATA
"DLM" 1 1 + 10. 000 TO " DLM" 1 2+96. 610
OF�T4 CIVIL \p No. R A T L
VED BY
APPRO
CALF Q CATV (CC) Di 1 3. 7 1 6 89049' 5" 1 3. 673 21 . 502
I CITY ENDATEGINEER
UNDERGROUND SERVICE ALERT R.C.E. N0. 24953
a PLAN — DLM LINE D[ PLANS PREPARED BY:
TcF
-
` s g L I M & NASC I AENTO
SCALE 1 : 500 ENGINEEERING COR
P. 0
Cell: TOLL FREE DRAWtJ L CIRCLE 0
1836
1-800 SAN BERNARD I N0.CA 92408 I >
-� etric r--
e,�` _ESG_ TEL 909-890-0477 — 6 _ OF 1 3 _ w
422-4133cr
ALL DIMENSIONS ARE I NcHECKE D FAx 909-890-0467 DRAWING No. I N
TWO WORKING DAYS BEFORE ��, OIG ENg, , METERS UNLESS OTHERWISE SHOWN.
R.C.E. NO. 4403 ` $3,5-p
FILE No.
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1
i
6. 706 RT "AM" 2+09. 792 0 29
x 27 CATCH BASIN NO. 9 N c N
r- in
W=8. 534 V= 1 . 87 (6. 14' ) o cD N
CASE "D" M= 1 . 200 H=0. 100 + o_ o
N w
0 + t
-
N N N Y 29 Q
`+ w
- - - cr ni
f- �- m
=J w � z w EXIST 3" GAS = w EX i ST TEL o 0,
_ UJ _ M TOP OF PIPE a a TOP OF COND o of
21 ELEV 489. 549 _j ELEV 487. 277 - of
(TO BE RELOCATED) _ 0 + m
_ I
490 ORIGINAL GROUND z _ I� 490
-
S'0- 0324 i i ��� _j =�Qi
" EXIST 2" GAS Jam, a +
„ HGL TOP OF PIPE EXIST �I_
r--------rELEV 485. 644 TEL
- = I-
Y 171 -,I --------, ` _ Z 1�
5=0, 0 10
483 U _ 30
EXIST SEWER
MANHOLE O ��EXIST 12
2L �� 5.0. 0309 WATER
120" MWD 22 s__0.0
x a��. sqq
82p
8. 616 (28. 27' ) Np
750 mm RCP
88. 868 (291 . 56' ) - 900 mm RCP L 18. 681 (61 . 29' )
480 900 mm RCP 480
120" MWD
2+00 1 +00
x---
PROFILE - " LAT1 " LINE CONSTRUCTION NOTES
HOR I Z 1 : 500
VERT 1 : 1 00 20 - INSTALL 600 mm (24" ) RCP
21 INSTALL 750 mm (30" ) RCP
22 - INSTALL 900 mn (36" ) RCP
CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303
"LATI " 2+ 10. 252 BEG MH CATV (CC) WITH BASE MODIFIED PER CITY STD PLAN 309
1 . 676 RT "AM" 2+01 . 776 27 27 27 22 CONST MANHOLE No. 2 PER CITY STD PLAN 319
"LATI " 1 +20.r111000 MH
"LATI " 2+ 11 . 674 BC, END MH o 0 0 1 . 676 "AM" 1 + 12. 671 29 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321
I . 676 RT "AM" 2+03. 198 rn ^- - M ^- - r- ^- r�
rn oo M rn oo M ooIn
"LAT 1 " 1 + 19.'. 52 EC � 31 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331
Oil Oil o rr 1 . 676 RT AM I + 1 1 . 487
`� m P_ m: IT In m: -
"LATI " 2+ 17. 060 EC
to cooO w LO V r-w IT M w w r)
3. 685 RT "AM" 2+08. 047 + O rr + + O rr + +-- -- --o n +
o r- - - O ti - - o 00 - "LATI " I + 14. 598 BC
Or)N O OMN O Or)N N
= zCo . W = = zCo . (D = = zoo . r) = 3. 669 RT "AM" 1 +06. 653
120" WATER (MWD) 6. 706 RT "AM" 2+09. 792 a z- 11 ti a a z= 11 N a a z = 11 o a
2j CATCH BASIN NO. 9 2" GAS (GC) _ >� Lo = = ->� � _ = ->� v = 30
_ _ _ 8" WATER (CCWD)
12 WATER (CCWD) W=8. 534 V= 1 . 87 _ _
CASE "D" M= 1 . 200 H=O. 100 21 mvo vo mr-o
x M= M= lD= � � I BEG "LATI Ir " I +00. 00=
22 c0 z u) - Q0 (D � - w (D z N - l0 "DLM" I I + 19. 189 POT= I LT
oU .w f- r- O .w I-_ r- OU .w ter- 11
r- Co V) a (D r- Co V) a cD r-- F---v rn a cD ^ 3. 6 5 8 L T "L MW" 9+00. 8 6 2
20 WATER (CCWD) END I, "LATI " 2+20. 290= a 11 a _j _j11 a a 11 a m I
I �o 110 3U = - � _jo By:
3
UU = - o
5. 969 RT "AM" 2+ 1 0. 33 1 , a, TEL (VER)
21 " WATER (CCWD) R/W - `� (CONTRACTOR TO •
3 - - r VERIFY LOCATION
- - - - -
PRIOR T
- - n -- - - - - - - - - - - - - 0 0 WORK)
-- - - _ - - --
-
_
-- -- -
M
- - -
6" WATER
_A M E T H Y S _ TSE T� �,+o0 = �"�AT_I „ L' NE .--�20 2 3� S O r` 5�0, 3 = 5 - N o' - I,�. �LscR�F sol of RL v�S�c N DATE APPROVED
- - -- - -
_.. S-- ---- ---- S - --- - - ---- _' - 4 - - M M -
-- -
- CITY OF RANCHO CUCAMONGA
rr
ESS /p / R/W
LEMON AVENUE STORM DRAIN EXTENSION
� < 29 �� ` 12" WATER (CCWD)11 A ( ) Ilii f,ll DLM . SEE SHT 6 ISAMETHYST STREETSTORM DRAIN
WARD NG Z FNFORMAT INFOOR PLAN RMATION.
PROFILE 8 SEWER (CCWD) LMW 9+ 14. 832= PLAN AND PROFILE
w No, 46767 m 8" SEWER (CCWD) 'I ��
6/30/03 8" SEWER (CCWD) APRICOT 6 WATER (CCWD) LEMON
� Exp. -_ _ AVENUE " AVENUE AM" 1 +00. 000
sT+ CIVIL \P 20" WATER (CCWD)
LAT I " 1 +00. 000 TO " LATI " 2+20. 954
�r of CAL%FABANDONED CURVE DATA APPRO QED BY
No. R T L CITY ENGINEER DA1E '�_
R.C.E. N 124953 249
53
x urvoERCRourvo SFRvIcE aLER7 I WATER (CCWD)
ABANDONED I 6. 858 440 49' 5" 2. 828 5. 364 DE SIGN PLANS PREPARED -113Y:
0
r f
�� err O2 Co. 858 45° 00' 1 " 2. 841 5. 386 ENg _ LIM & NASCIMENTO
v Call: TOLL FREE PLAN - LAT 1 LINE -_ - o Z
DRAWN
ENG I NEEER I NG CORP. ------- -IM
o
d� 1-800 etric SCALE 1 : 500 ESG SAN6BERNARo NO,CA92408 (` u,
422_4133 ___ TEL 909-890-0477 __- 7- OF __ 3 _ fr
ALL DIMENSIONS ARE I N CHFCKE - - FAx 909-890-0467 DRAWING No. ,
TWO WORKING DAYS BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. - a
ENg R.C.E. N0. 4403 I 35-D _
1 -1 - FILE N0. -L --FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS I I 1 1 1 1 1 1 1
6. 706 LT " AM" I +62. 176 26 6. 706 LT "AM" 2+09. 084
@--CATCH. 706 LT " AM" I +47. 176 26 CATCH BASIN NO. 4
6. 706 LT ttAM" i +32. 176CATCH BASIN NO. 309 (6. 86 'BASIN NO. 2 W= 8. 534 V=2.
W=8. 534 V= I . 98 (6. 50 )
CATCH BASIN NO. I W=8. 534 V= 1 . 92 ( 6. 30 ' ) CASE " B" M= I . 200 H-0. 100 CASE �I B�I M= I . 200 H =O. 100 "DLM" 12+44. 727 =
W=8. 534 V= 1 . 86 (6. 10 -' ) CASE " B " M= 1 . 200 H =0. 100 490. 889 5. 486 LT
x 23
CASE " B" M= 1 . 200 H=O. 100 �'�� TC " AM" 2+08. 295
" DLM" 11 +82. 818 =
0 • 6 " DLM" 1 1 +97. 81 8 = ►_-
5. 486 LT AM 1 +46.
87
O S 6 5. 486 LT " AM" I +61 . 3877
23
6', 9
" DLM" 1 1 +67. 8 1 8 = TEL
5. 486 LT " AM" 1 +3 1 . 387 23 488 1_- 488 490 CATV 490
TEL
S=55. 06% 20 S= 101 . 7 I %
CATV 20
487 TEL CATV 487 CATV 488 488
,
HGL 487 S= 74. 57% 20 489 489
GL 487 TEL 1 ,
S=32. 16% 20
I ,
- 31 HGL
486 1 486 31 487 - HGL 487
31 ��• 31
3
A� `1 486 �� `� 486 `�� `'� 488 \� '► 6A\ 488
x 1� \N l A� 0 .
aR
485 \� 485 \ 486 \ 486
96
1 . 130 ( 3. 71 ' ) 96 1 . 139 ( 3. 74 ' )
600 mm ( 24 " ) RCP /�L49 1 . 1 1 7 ( 3. 67 ' ) 48S 1 . 121 ( 3. 68 ' ) 600 mm ( 24 " } RCP
600 mm ( 24 ' ) RCP /Ntl ' /�6 600 mm ( 24 " ) RCP 48 486.
I �• 339 NV 869
NV
CATCH BASIN NO . 1 CATCH BASIN NO . 2 CATCH BASIN NO . 3 CATCH BASIN NO . 4
HOR I Z 1 : 1 00 HOR I Z 1 : 100 HOR I Z 1 : 1 00 HOR I Z I : 100
VERT 1 : 25 VERT 1 : 25 VERT 1 : 25 VERT 1 : 25
6. 706 RT 27
" -) A
@-%C -TCHBAS'I' N706 LTAM 2+ 50.�ObAT1 " 1 +40. 328= " LAT1 " 1 +52. 607= " LAT1 " 1 +67. 607 = "AM" 1 +62. 993 N0. 5 `--� @-�,-,L. 676 RT " AM" I +3 I . 853 &1 . 676 RT " AM" 1 +44. 1 3 I 22 I . 676 RT " AM" I +59. 1 3 I 46 CATCH BASIN NO. 8
W=8. 534 V = 1 . 88 (6. 17 ' ) >0 W=8. 534 V= 1 . 83 (6 ' )
x___ CASE " B " M= 1 . 200 H=0. 100 9�5 CASE 100" M= 1 . 200
49 "DLM" 12+83. 454 = f. 706 RT "AM" 1 +35. 707L
+35. 707 6. 706 RT "AM" 1 +47. 993
Tc S89 5. 486 LT " AM" 2 +47. 022 23 � � CATCH BASIN NO. 6 27 �0 & CATCH BASIN NO. 7 27 -r----
61
W=4. 267 V= 1 . 83 (6. 00 ' ) �' W= 8. 534 V = 1 . 83 (6. 00 ' ) --
�� CASE " D" M= 1 . 200 H=0. 100 6S CASE " D " M= I . 200 H=O. 100 HGL
S=6. 39% 20 CATV TEL & ELEC
492 TEL CATV 492 ------- 488 -y------- 488 488 488
S=5. 97% 20 CATV HGLA- --_---__ 3 !
TEL & ELEC
487 487
CATV v6
S=40. 74% 20 HGL 31 HG L 5=7. 96% 20
L �
491 � �� 31 491 487 31 487 487 �`� 487
------ -- ------I
TEL & ELECv i 46� 1 2 " WATER
2`' 'LL • 6 i �6 '1'L • 0 ( ABANDONED )
4 86 i6 ; 486 '1'L ' 00 ; 5. 7 1 2 ( 18. 74 ** ) 69
\� 1 2 " WATER 9 12"
WATER 600 mm ( 24 )
x (ABANDONED ) / v66 ( ABANDONED ) RCP
490 490 '�� • 9S 486 ti� • vS 486 486 a�'0 CATCH BASIN NO . S 486
9 \� HOR I Z 1 : 100
a
VERT 1 : 25
1 . 1 22 ( 3. 68 ' ) v6 485 �.a 5. 708 ( 18. 73 ' ) 485c�`�a 5. 708 ( 18. 73 ' }
600 mm ( 24 " ) RCP i� 600 mm ( 24 " ) ' 600 mm ( 24 " )
0 Pis-8u«TCoca¢ o+�s 3-2-►•a3
��J RCP RCP No. DESCRIPTION OF REVISION DATE IAPPROVED
CATCH BASIN NO . 5 CATCH BASIN NO . 6 CATCH BASIN NO . 7 U I LT CITY OF RANCHO CUCAMONGA
V e k E S S /ONS( H O R I Z 1 : 1 0 0 H O R I Z 1 : 100 H O R I Z 1 : 1 0 0 BY: LEMON AVENUE STORM DRAIN EXTENSION
VERT 1 : 25 VERT 1 : 25 VERT 1 : 25
H _ EDWARD NG_ i
DRAINAGE PROFILES
W NO, 46767
Exp'
6/30/03 CONSTRUCTION NOTES
� - �
CIVIL \� 20 INSTALL 600 mm ( 24 " ) RCP 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 CATCH BASIN I THROUGH 8
OF CALF APPROVED BY
22 27 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 CITY ENGINEER -
x W I TH BASE MODIFIED PER CITY STD PLAN 309 \ R c E
UNDERGROUND SERVICE ALERT INSTALL 900 mm ( 36 " ) RCP . No. 24953
DESIGIJ PLANS PREPARED `gYS RE�UMPIE ILIE L)
23 INSTALL 1200 mm ( 48 " ) RCP 3 I CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 ENg rAftl LIM & NASCIMENTO
19 Call. TOLL FREE ENG I NEEER I NG CORP. 0O oz
�! DRAWN 1836-L COMMERCENTER CIRCLE �r'f LO
i-800 N errje ESG TEL 8909-890 0477 92408 8 OF 1 3 ti w
422-4133 ALL DIMENSIONS ARE IN - -- --- FAX 909-890-0467
METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING No. , V)
ENg _ R.C.E. No. 4403 I $ 35- D -
V)
-
TWO WORKING DAYS BEFORE YOU DIGA - -�
FILE N0.
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I
3000
v
v �
ko
v
x ± NOTES: 3610
v - o 0
± a - I . FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
00
a ------- 2. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION ------- N
C\j ~ __ ------- EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEY WAY ______
N I I I MAY BE PLACED AT SPRING LINE. ----------------------- - -----
3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 AND
SHALL TERMINATE 50 MM CLEAR OF CONCRETE SURFACES UNLESS
OTHERWISE SHOWN.
a4
� -
. fc - 28 MPa AT 28 DAYS Q
I
o I I o 0 0
A - PIPE ( �__--________ �L_I _ RCB O A 5. UNLESS OTHERWISE B �0 RCB- MH
----------m- --------- --�---r �-- , ------------- --- --- STEPS SHALL CONFORM TO STANDARD PLAN 324. -------------------------------------------------- ---- —J B
� I I- ----------_� I I N SHOWN STEPS SHALL BE SPACED 355 MM TO 380 MM ON CENTER. THE N
�" fi----- -- _-- LOWEST STEP SHALL NOT BE MORE THAN 750 MM ABOVE THE INVERT. Co
_
-- -- - 6. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324.
UNLESS OTHERWISE SHOWN.
----------- _
----�_I 7. MAIN TRANSVERSE REINFORCING SHALL BE PLACED PERPENDICULAR TO -----
�, I T --____ THE CENTERLINE OR, FOR CULVERTS, RADIAL. AT CURVED CULVERTS
c� ------ SPACING OF TRANSVERSE REINF IS MEASURED ALONG CENTERLINE, ------- -
C\' SPACING OF VERTICAL WALL REINF IS MEASURED ALONG EACH WALL.
tJ 3 - #22 IN TOP SLAB HOOKS MAY BE ROTATED AS NEEDED FOR CLEARANCE. ------- 000
7 SPACE BETWEEN TYP 0 0 C\1
LONG REINF 8. AT TRANSITION SECTIONS NUMBER OF LONGITUDINAL BARS ARE PLAN
PLAN CONSTANT AND GOVERNED BY SPACING AT END WITH LARGER DIMENSION.
2- # 13 HOOP 1 LRCB Transition Structure MH #4
LFA-LQJ TRANS I T I ON N N
# 16 1 50STRUCTURE RCB 1502400 150 M
N TYP I I # 13 C] x300 LAP LONG REINF _•
`\i 200 915 200 # 13 LONG TYP 600 1200 600 MIN 30 BAR DIA N N
EA CORNER 7 - 13 TYP + +
CJ �J #
----------- 3- # 1 6 o75 �n `r' # C - - o
Co
------------ -___-_--- i I i I _ N 22 0 1 50 OMIT HOOKS O N Q Q �,
i N EVERY OTHER BAR
x- -- a :3 - # 1 6 �J ------------ L r TYP ---- ----_-
o ±�75 - ----- OPT I ONAL --
----- - -
6, ! CJ LOCATION
C\, 0 0 50 mm CLR 0 # 16 C @150 0
( TYP ) _ �
ALTERNATIVE Q
---------- --------- ! CJ LOCATION
-------
-------------
- VLAP
C Jrn# #22 � a150 0013 �450 N - - TYPN SEE RCB SECTIONN N NTYP LONG REINF RCB SECTION SEE RCB SECTION
MIN 30 BAR DIA SCALE 1 . 25 TYP ------
SECT ION A - A TYP _
SECTION B - B
NOTES: I . REINF SHALL BE GRADE 400 O
MH FRAME & COVER 2. SEE TRANSITION STRUCTURES NO. 1 PER CITY �
x
(—FS PER CITY STD 324 STD PLAN 334 FOR INFO NOT SHOWN HEREON
# 13 0150 RCB TO MANHOLE
6106 2 - # 13 HOOPS
TRANSITION STRUCTURE
# 16J � 150 SCALE I : 25
3- # 16 # 16 �, In150 mm
# 13 El In300 075
200 915 VAR No. DESCRIPTION OF REVISION DATE CI1 Y
OPTIONAL C J Ilk APPROVED
CITY OF RANCHO CUCAMONGA
Q,RpFESS /oti STEPS PER CITY STD 325
LEMON AVENUE STORM DRAIN EXTENSION
20o UILT
y EDWARD NG vPS�REAM� B,: DRAINAGE DETAILS
i
w� ,,�, 46767 m RCP
Exp, 6/30_/03 Deft:— 2_�D
\� STRUCTURES
s,'
� CIVIL
OF CRL1 APPROVED BY
CITY ENGINEER DATE _
(� (� R.C.E. NO. 24953
x UNDERGROUND SERVICE ALERT
SECTION li - li
DESIGIJ PLANS PREPARED BY: KF_ �Iv1F�E IdUE �
E N g L I M & NASC I MENTO
Call: TOLL FREE --- O
V-11011111111 ENGINEEERING CORP. o
1-800 etric PIPE TO RCB DRAWN 1836—L COMMERCENTER CIRCLE `ht t I
E S G SAN BERNARDINO,CA 92408 w
� TEL 909-890-0477 - 9 _ OF 13
422-4133
TRANSITION STRUCTURE ALL DIMENSIONS ARE IN CHECKED FAX 909-890-0467 DRAWING NO. -
TWO MDRKING DAYS BEFORE YOU OIG SCALE 1 : 25 MILLIMETERS UNLESS OTHERWISE SHOWN. ENg R.C.E. NO. 4676 83s-D =
FILE NO.
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1
LIFT LOOPS
(SEE NOTE 2)
of
x p F p p
D ) p 156 300 mm
tO
27
- p
LIFT DETAIL
OD + 300 mm FS
450 C �50__ cr
t w WRAP W/ NON WOVEN FILTER
o
FABRIC PRIOR TO BACKFILLING
RCP 600 mm
0
' "A" BARS
"`
x +i o 0 0 13o 15omm CUT & REMOVE CONFLICTING
(SEE NOTE 1 ) PORTIONS OF ABANDONED 12 " WATER LINE.
+ SEAL ENDS OF CUT PIPE WITH CONCRETE PLUG
O
i
MODIFIED CATCH BASIN DETAIL
SCALE 1 : 25
t = 125 mm_
C
FRONT VIEW SECTION 'C=C r.
NOTES: 1 . REINFORCED STEEL SHALL BE CENTERED IN BULKHEAD WITH
HORIZONTAL BARS TOWARDS OUTSIDE FACE OF BULKHEAD.
2. LIFT LOOPS SHALL BE WOVEN STEEL CABLE WITH SAME MIN
DIAMETER (d) AS " A " BARS. WEAVE CABLE THROUGH
x--- HORIZONTAL " A " BARS. COAT EXPOSED PORTION OF CABLE
LIFT LOOPS WITH BITUMINOUS PAINT PRIOR TO BACKFILLING W R/W CL E R/W
TRENCH.
TEMPORARY CONCRETE BULKHEAD X3. 353 ( 1 1 ) 6. 706 ( 22 ' ) J. 6. 706 ( 22 ' ) J.3. 353 ( 1 I ' )
PROPOSED CITY OF PROPOSED CITY OF
RANCHO CUCAMONGA RANCHO CUCAMONGA
S R/W N R/W CB #300 CB #303
3. 353 ( 1 1 ' ) 6. 706 ( 22 ' ) 6. 706 ( 22 ' ) 3. 353 ( 1 I ' )
I- - 1
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t
O O
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F- � J F– v � Ln v v 00 M O E N o t� 0 •• r` Q
N z .� ll) J cn lC� Q W � cr —
E N a E c cV cA E E — Q t-- O — o , w
`� ~ ~ -� W ~ No. DESCRIPTION OF REVISION DATE Lily
CO E � N Q �E W N � � -J J 0 W v N — `E W APPROVED
z QO — z W E W H- M F- o Q0 LL- v N z
cl� -' <rn civ .of m m o � w �n Q W o � �- - W , 0H . = oz CITY OF RANCHO CUCAMONGA
OFESS � W E E CL 0') O F— 0 � lD N CL
Q� ° z N 0 a_ O w N E C) z J Q � o rri r�i � O 0 o E � � � � E > J LEMON AVENUE STORM DRAIN EXTENSION
s
o �- �r o
h _ EDWARD NG i w W Q �o M _ F--U-11U cn � N w W N 0 O = U 0 � Q w F-
W ,,�, 4s7sT m z > o- � > � w o Q LJj °' oo `" � C' o DRAINAGE DETAILS
- �- I— w o Ld
Exp. 6/30/03 /)w cN N I W =
Q Q to LLJ WJ 0 cr- Z
s \p ~ U I` _ — cn W F- a0 _ Q _ cn Q Z Q
CIVIL
a o�- Co ' Q 0 � - w m STRUCTURES
j, vo
OF CAL iW LLJ00 N CL W F-- Go Q) E
o F- V7 APPROVED BY
-J or_ — O CITY ENGINEER lk 1 DATES
0-O W t1 J X
x G R.C.E. N0. 24953
UNDERGROUND SERVICE ALERT 00 Ir W DESIG(� PLANS PREPARED BY: Kt P:1h9. ,
E N g L I M & NASC I MENTO
`
Call: TOLL FREE LEMON AVENUE TYPICAL AMETHYST STREET TYPICAL DRAW;- ___ _ ___ 1836- � ,,ER�E�ERR�R��EoR�. , r.11 _____ o
p� 1-800 e trig E S G TSAN EL BERNARD I NO,CA 92408 10 OF 13
422-4133
ALL DIMENSIONS MENS I ONS ARE I N FAX 909-890-0467 - _ - - -
METERS UNLESS OTHERWISE SHOWN, CHECKED DRAWING NO. ,
TWO WORKING DAYS BEFORE YOU DIG - � Q
ENg R.C.E. N0. 4676 g 35-p _
FILE NO.
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS I I I I I t I 1 1