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AND PCC INLET s ! �D Qi * �✓ _ I I !
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s` Va3.0 Vu=2.5' i .► v I
=9.6 CFS I I I
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Vt4.5 V=6,08.
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EXISTING 10 WATER - - tl � t . /•�-r F 1 /� F99/ !
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REMOVE` EXIST. PCC COLLAR INCREASE
UNKNOWN i I QI00`�.5 CFS II II , y ' tl r �I •69�s
j TO CLEAR WATER I r 1 I L II flyaZ� T'y
j AND CMP. ,CONSTRUCT A S•0.168 �. ♦ ✓L /
NEW
PC STD.LLAR 329 PER CITY LINE IF NECESSARY REMOVE BRICK AND t L J �� SC I
• MORTAR PLUG II II ds { l }
2 Il 1
SAWCUT AT JOIN / q 4 1� S�6*8 I I II ST4 > 'NI! r : i
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EXIST $TU8
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L J INSTALL 81.73 LF 24"RCP (MOOD)
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I I I 5.89 25.73' f /.
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3.44 i # N
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i EXIST�' RCP
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1530- � -u+�STdL�
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} INSTALL 4.58 LF 24"RC.P.(I500 D)
tt 90 LF 48 RCP 1400D 6 PROFILE 62+60
3.41' INSULL 2 LF REMOVE EXISTING TO (PLAN VIEW BOTTOM LEFT) -
906 24 RCP i500 D
I 8.58
( I x1.47' f NEAREST JOINTS i .
LOPE FIELD CONDITIONS
EXIST 4'RCP t _T
12.02 � : : : : . S PER FI L ON LIONS _ � . •
I CONSTRUCT 24 RCP I500D) s fff i
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ONSTRUCT MANHbLE #2 PER 'CITY SLD. 3 9
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k t
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SCALE:
HOR12:1,=4Q
lI VERT• 1 =4 � � .._. _. _ _.. , d _.- .-------�--___,_.__. ._�._.__ t _______,_..__ _ _a___
SCALE: I"=40' 62+00 63+00 64+00 65+00
-
I PROFILE LATERAL 8 PROFILE LATERAL PROFILE C.S. AND A
A PROFILE LATERAL F L L 0 C L N LATERAL
PLAN +7 4 p 3 + + °
6 PLAN 60+73.53 6 L N 51 9 8 VINTAGE DR W= 6 PLAN 71 58.75 6 PLAN 72 93.00
CONSTRUCT JUNCTION STRUCTURE IQ - o CONSTRUCT 8' CATCHBASIN AND LOCAL FF
FIELD FIT LOCAL DEP. AND NO. 2 - CITY STD. 331 I I� to o I ,p • DEPRESSION- CITY STD'S 300 AND 307 CASE A ALHAMBRA 3 N3 AT6 C.C.
CURB TO MATCH EXIST. AC r� n I II Z a, I I I �. O A-12668 OR EQUAL I \\ : QI 24"±TO EXIST.GRADE
AND BERM W I I I ~ I '> Z II I �; I \ I SEE ANCHOR DETAIL
3» a �4 �: B
2 I I q CONSTRUCT 21 CATCHBASIN AND LOCAL I I I It I o __N CONSTRUCT 28! CATCHBASIN AND LOCAL '� - d. 3/4"LIP
I $ Nf " It79.37 tO��N N
> I c. ti�v . _ DEPRESSION - CITY SIDS 300 9 307 CASE W W=8 V=4.5 0 3Ya==� DEPRESSION-CITY SID'S 300 8 307 CASE�AF� \I \ d 24wRCP 3" 4.25w
ELEV. SHOWN ON PLANS
J
R N F STA 51+79.84
�e� -- 24 ROP a B SEE .,,•,�a: °/ SLOPE �R
�. I/ 1
A=80° / / REMOVE BRICK AND \ t\ b
ANCHOR
Q 24"RCP B=24 EXIST 36' RCP I p SAWCUT JOIN EXIST RCP AT I iti 3
C=1.41_ SEE 1208- E E-� R/W,REMOVE AND DISPOSE OF INTERFERING MANHOLE FRAME AND COVER B 4" ,�FF
60+00 ROCHESTER AVE_ STUB OUT - _ -- -6 W (ABANDONED) E —��- D_36 _ -- — _ — — _ _ _ = T -_- _ `� ;n
- 3C -t s-= -_ _ PORTION
_ ��� - - >k3AT 3 C.C. � \ � t w
M / — - — —� __ — — - —— '- —�o'w = *3 x 3 F A 4 RaDrus SECTION A-A
ROCHESTER N 61 11CHESTE NUE 7I 72 - 73
ES ER AVENUE _ R � _
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N 0°02 02 E02'E
N 0 02
/ EXIST. 54"RCP STORM DRAIN70+95.751 INSTALL 24•�RCP(1500D) �R48ARS CONT.
W EXIST.48 RCP
i' I SEE 961-D ROCHESTER . SEE 1208-D
EXIST 84 RCP STORM DRAIN JOIN EXISTING
E i � 52+37.37 VINTAGE DR. � :•. �
SEE 961-D ��- � i I /� � ' w w w
0A -- __ __ - 8 CURB LINE- A3 AT6 C.C. 3x3 CONST. JOINT 71034 r
R/w REMOVE BRICK AND R/w D PLAN N.TS. 4"RADIUS FULL v
MORTAR PLUG N 6 CURB SIDE DRAIN OUTLET 6-114 = _ w5 BAR
/ o
w
- EXP. JOINT TYP. �
(STD. DWG. 107 C)MODIFIED ( � 3•x3 � _ _ -�,- w
i INSTALL 24 RCP (1500D).REMOVE CSP, PCC INLET,AND PCC COLLAR. i ANCHOR CONST
JOINT "L o
CL SAWCUT AND JOIN EXISTING RCP. CONSTRUCT PCC COLLAR c VARIES SEE ;. o. 3 EG AT 90
O PER C17Y STD. DWG. 329 _ °C O C SEE PLAN FOR ANCHOR 10"
N f' ' v O TOTAL LENGTH DETAIL
6w 3F 3' 6"
H A A
d! - A ~
a - t > AMBRA A-12668 gl 2"x2"xl 4 x
�.° x + x W a OREQUAL •3 x 'S' B '�o / /
W �: W ti fl- • roll
o C t C oo M�N; SAWCUT AND JOIN EXIST.RCPAT F - — - - - - - 4"RADIUS SECTION B-B ANCHOR DETAIL
A o -� Zi 3xi> R/W,REMOVE AND DISPOSE OF INTERFERIN
in
PORTION A I r- —� --r_ A
to
24 RCP -
�— - _T CURB LINE
- 0 ADDED MAINLINE DETAIL G/6 A� c 111T 6-29-95
• _ ADDED BOX TO CURB DRAINS
• T .�' 4"RADIUS
SCALE I"=40' 11.5' AT 3" C.C. — T r- N0. DESCRIPTION OF REVISION LATE CITY
APPROVED
�k3 x S� EXP. JOINT(TYP)
V ANCHOR
REMOVE AND DISPOSE_ CITY OF RANCHO CUCAMONGA
PROP. CURB, GUTTER, 8 PAVEMENT
R/W— — — R/ 114 BARS CONT.
0 - DRAINAGE DETAILS FOR
EXIST. 54" RC ✓ EXIST 48" RCP - E PLAN N.T.S
-cm 6 CURB SIDE DRAIN OUTLET (STD. DWG. 107-B)MODIFIED ROCHESTER AVENUE
+q-- 6" SEWER - _ 107 ROCHESTER AVE.
0 0 N 00°02'02'' E
62 63 + 64 O QQpFESSIO
c%1 ro R/Vy t° M R/W ��Q�Qy Vu�'I" �, APPROVED BY' / J >/ DATE:; %��`��
— — — = m CITY ENGINEER] y /�/i �� R.C.E NO. 24953
c�
Nto 36937 m
Lu Expl��jo 9 X DESIGN RECOMMENDED i
CONSTRUCT PCC COLLAR PER CITY STD. 329 - 3
It PLANS PREPARED BY: y Z,-7-
CONSTRUCT srgT
civ oQ`' CSB CIToYcO RANCENTECHO CUCAMONGA
.. LL 48 RCP 1400D)
�f OF CA��F DRAWN SHEET
INSTALL STA ( G MAINLINE RANCHO CUCAMONGA, CA 91729
6 PLAN 62+60 CSB
6 OF 8 ,
CONSTRUCT MANHOLE # 2 PER CITY STD. 319 (PROFILE VIEW TOP RIGHT)
CHECKED /�.� R.C.E. NO 36937
DRAWING NO
• - 6 92-03 1492-D
1 DATE 4 2 93 FILE NO
SHEET 6 OF 14