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PLAN ON SHT 2 PLAN ON SHT. 2
VERT.' 1"— 4' CONSTRUCTJON NOTES
50 INST, 18" R.C.P. (SEE PROFILE FOR D-LOAD)
L UCCA DRIVE 51 INST. 24" R.C.P. (SEE PROFILE FOR D-LOAD)
53 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300
6 55 CONST, J.S. NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331
12' 8' 18' 12' 56 CONST, CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 329
3 57 CONST, M.H. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 321
58 CONST, CATCH BASIN (ONE GRATE) PER A.P.W.A. STD. 302-2
LARK
DRIVE
"0 12'
LO ST. STA. 11+98.48
53-
CA TCH BASIN _-
N L=14' H-5.5
�' N I t I� o C.B. 18
w z - - - - ST. STA. 11+98.48
A 450, B 24 J B C CATCH BASIN`53;
C= 5.5, D 1= 39", D2= 9" c
4J , ,. L=14' H=6.96'
UNE 'A-2b'
i I Z �! II ' _ �� C.B. 17 BENCHMARK:
57 28+01.66 I �50 N 78018'4 7" E 51
M.H. 4
I
�=60°00'00"
27+98.96 UNE "EX. An I � � _ _ � -1-e L13 _ _ � �`� RANCHO CUCAMONGA BENCHMARK NUMBER: 10074 ELEVATION: 1514.456 (1987)
1+00.00 LINE "A" _ e _
S..9 ----- 2" BRASS DISK IN CONCRETE EDISON VAULT STAMPED "CITY OF RANCHO CUCAMONGA
- BM 10074 1987" AT THE NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND MILLIKEN
REMOVE EXIST. MANHOLE \ '� ` AVENUE, 30 FEET EAST OF THE CENTERLINE OF MILLIKEN AVENUE AND 20 FEET NORTH
AND INTRFERRING PIPE
\ — OF END OF ASPHALT BERM RETURN.
` � I 1 11
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i 58
EXIST. 39" R.C.P. PER �-
--
CITY DWG. NO. 1436-D
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54
14 8' 8' SCALE: 1" = 40'
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JOIN . 18" R. .P. �, VIANZA PLACE
(56- CONC. COLLA 12 REVISED S U t - D
LINE A
� R V ED 21 T. C ELE AT ON G � 5
5 N 2903'28 I ^ __ LINE "A--2" '
�.
DESCRIPTION OF REVISION DATE APP'D
_ �, �" CITY OF RANCHO CUCAMONGA
,56-
q JOIN EX_ 18" R. I
CONC. COLLA _v�
— _ PLAN AND PROFILE
EXIST 18" R. P \
CITY 143 , D i l
I STORM DRAIN
1- — - LINE " A- 1 AND „ A-2„
/ z
LINE A-4 of APPROVED BY ' ' DATE
- - --- N 05015'18" W 50 CITY ENGINEER
( , it v .�
R.C.E. No. 24953
DATA TABLE DESIGN HUNSAKER & ASSOCIATES RECOMMENDED
-- — BEaP;,NG/DE� � � _ tic`� H GE�tiT 40 20 0 40 120 G M IRVINE, INC
T ROCHESTER AVENUE _ 4 4�. - z DRAWN N S�EE
--z Z _-_ % "�_ 2900 ADAMS SEMPIRE REGIO
-- -- - -- — �\/ G. RIVERSIDE CA 92504 (909)352-7200
T` \ 4 ^~4 r J',r 4 vJ zL L %L GRAPHIC SCALE 1 "=40' PLANNING/ENUINEE IJ SURVEYING/GOVERNMENT RELATIONS 16 OF 17
- D
CHECKED / DRAWING No.
R.C.E. No. 58020
S.B. D� E i/i i/s FILE NO. �� 76'-D
PROJECT SHEET NO. ____ OF ____
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VERT: 1"= 4'
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o N o o o CONSTRUCTION NOTES
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+ I �y p 49 INST. 36- R.C.P. (SEE PROFILE FOR D-LOAD)
- - /NST. 18" R.C.P. (SEE PROFILE FOR D-LOAD)
LARK DRIVE;-- -
__ N II � n -- 51 /NST. 24" R.C.P. (SEE PROFILE FOR D-LOAD)
/NST. 30" R.C.P. (SEE PROFILE FOR D-LOAD)
REMOVE EXIST. MANHOLE
-w ANO-�E�-P{PE--- _ 53 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300
CONST. M.H. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318
- II
CONST. J.S. N0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 331
-l+ 5 J i 56 CONST. CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329
EXIST. 39 R.C.P. PER _\ I T-E.C. o
__ ,_ _ Q 57 CONST. M.H. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321 CITY DWG. N0. 1436-D - - - - - - - - - - - - -� - - c� -
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55-� 3.91 I R 3 ��' Q 6 58 CONST. CATCH BASIN (ONE GRATE) PER A.P.W.A. STD 304-2
--' � S. NO. 2 � .p ,� m I
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PROFILE SHT 16 49 1 oo
2+2 84
INT. i n ci
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- - - - - INT.
2+12.35 -
I N 31°23'17' W 50 50 LIN - e
� INT � . 12' � - o -
6+55.11,�
� =60000'000 N 15 18" E = 7- - NO. 2 --' z
�=6
2+'3.66 _ - " °' ° MODENA DRIVE o°os'o7" -
o� co 00 ry I
W C6 N W , m 53 ST. STA. 1+62. 13 `� I - -6+80.76 LREV15ED RIM /T.C . E L E VAT I O NS
5 `1'
ST STA. 1+75.74 - d z i CATCH BASIN B.C.
L=21 H=6' 6 S
11Y
N 43°07'54" E CATCH BASIN Qo C.B. 12 \ DESCRIPTION OF REVISION DATE APP'D
L=14' H=55' (o 0 ,; il a? �' p N 71°11'26" W
\3--- - - - i 2+38.64 0 �, CITY OF RANCHO CUCAMONGA
ST STA 2+ C.B. #3 `� �'-'�' 5
C CATCH BASIN I ST. STA. 2+08.51,
L=14' H=1ri3'�.O B.C. `\� ; I I STA-2+08.51-1
- I
C.B. 4 2+55.49 CLT21'CH BHS-t' bs PLAN AND PROFILE
# p
E.C. \ C.B. #i p
UNE "A-3c 1" -7+06.42
MONTECARL 0 PL. N 5904622" W 50'
CONIC. coLLARN E.c.
STORM DRAIN
DATA TABLE �=60000100" CATANIA PLACE LINE A-3 z
EE Q"'ti'G/GE Ta `L ti y- \ -a�;E^�- PROFILE ON SHT. 16 LINE A-3"
1
4 .;;1 23.5E 2 APPROVED BY DATE
22.51 35.98 23 74 CITY ENGINEER �'L �' L f ' �' R.C.E. No. 24953
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8-`°32'2 9" 22.51 33.59 21.8 HUNSAIER & ASSOCIATES
DESIGN RECOMMENDED
F�`2 '?7" 22.51 25 E '4.4? 40 20 0 40 1 G M IRVINE, INC \ `'
20
K DRAWN INLAND EMPIRE REGIONS H E E
2900 ADAMS STREET, SUITE A-15
tC._., �.v2 i 7.Sv I _ _
- -- - - ---- -- 7 -- - - --
(,,M, RIVERSIDE CA 92504 (9091352-7200
GRAPHIC SCALE 1 =40 PLANNING/E,NINEERING/ RVEYING/GOVERNMENT RELATIONS
�7 .:� �2 -� z� ;� � h 17 OF 17
4� -4„r" 22.5:; E Sa CHECKED / 58020 DRAWING No.
0.
S.B. D�f 9�9� RI SENO 1676D
PROJECT SHEET NO. ---- OF _--_