HomeMy WebLinkAbout1207-D 0/00=
O/00= /7/c.f.s V=/2.06
0/00 _ /97 cfS. /92c.fS Oro= /45cfsJ. 0/00 2/ c.fS. BENCH MARK NO. I I I - A
V = 13.89 V=/3.54 V=1023 V= 6.66
a a Northwest corner of west wln9wal/ of northeast corner of 8th
Street 8 HernxwAvenue.Found cont, no// in chis. "❑ " 23'north of
V.
8th Street /2'east of e ofhkmesa Avenue, 44.5 'south of the
° ° ° south roil of nwinl/ne tracks 8 2'below tracks.
- - -- -- -
} I ELEVATI ON t It 10. 0 5 7
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STOP d�E`'X/STING CHANNL�'L E.! ( ; �,• 0'
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ca PArMSED FINISH �11k,4CE Ar
1 j •� �, d, \g: , h•
i p I TOP OF EX/ST`/N� CHANNL�'L 17 E./ \ �
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j 1 p i 'E \• �' i i i
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t, i �• 0 1
1
-1070
e \F`� 1070
TOP OF S=0.0102 �\ bh 1�
\
�. 1 \F•
EXIST NG /s WA MR L/ ,
ti\rye 6 ` \ \6R r"d S= 0102 \kv 0�\ 6�1
0 \t0 \ 1
\� FLOWL/hlE OF EXISTING HANNEL 2/ E./�': 1
�60 Sp5 \\ F" �\\� 6�' ni
° 6\'� �` 1060
$ = 0.0035 \ v �; q ° 6
ro
q
F h L INE& A
1 1� y ;� � { \h q Ali CL. t+- i
� SCALES
h' �h _ h r
h 0• . o o,;° ; ! h } o �. d' HORIZONTAL • / - 40'
h cEi 1 d �"� 0 M O N
\
Q) If) ! Nh Mh � � i VERT/CAL / " = 4' a
12 13 14 J IAC I� I
33' 33' 15 16 17 18 53 /9 G 0 21 L 2 23 24
5/
54 54 o NOTE
i Q h NOTIFICATION OF THE INTENT TO CONSTRUCT
WITHIN THE CHANNEL MUST BE MADE AT LEAST
- J 96-HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
CHINO BASIN MUNICIPAL WATER DISTRICT
4B 53 P.O. BOX # 697
STA. /4+0O.00HERMnSA AVENUE= � 3 � 4 � 8555 ARCHIBALD AVENUE
STA. /O f 00.00 SIXTH STREET c Q Q CUCAMONGA ,CA. 91730
4/ 4B 4/ 42 4/ 47 40 '� ® MR. DON PETERS ( 714) 987-1712
C 5O � I WE$T RAW 50 � �, 40 49
CONTACT THE FOLLOWING , AS REQUIRED,
__ - - - - - _ - _ - _ 48 HOURS PRIOR TO EXCAVATION
SEE SHEET 2 OF 6 FOR General Telephone Co. ( 714) 983 - 1811
CONSTRUCTION OF INLETS /N
9000 Hellman Avenue
CHANNEL WALL. �- ---/0 _ _04-mow /0" -- N, _
SMy I /2„� -I1 �� - /0" -- w Rancho Cucamonga , Co.91730
sM,v ( "�' - Southern California Edison Co. ( 714) 986 -5861
/2 /3 _ � 1 � �T� / I /5 / -S.\ ,� NOO'/O 37 W /7 /2„ � � - /a I /9 s -:
��s 20 1 /2., 2/ I � I
I I L/NE 'C --�
_L1 'E' I LIN,- A ' N - I 22 P.0. Banc 513
/2" w -- �' �o Ontario Co. 91761
70° -- B5° :® :_ �/2
WEST R/W
Mt. - - _
J
FUTURE IMPROVEMENTS
o C53 �-
,� 0
o0 �
59.57 FL. 60.86 FL
r^
56
-- /o " w
/0 W b"w
33"RCP 40L. . 43
' 56
/2"_S 0\0 LINE 48"R.C.P. 40L.F.
z
--( L/NE 'E'
M.H. zr.11
- - - - - /P - S66 56 _ "O 69.26FS. HERMOSA h 16.
_ AVENUE
42 O h NOOK/0 '37" W o, -
N t)
R = 58.68FL. d' 53 h 07
50 yb a a V 56 h N 1
h b 47 Q \ N
58.63 FL. Q 4B 4I R= 60.46 FL. MANIVLE B per City of o Rancho Cucamonga Std. 5// Q
58.44 FL- - - /2"W 4 AE= 60 , 1� ,Qyy= 85 , B = 48 , CE= 6.0, 76.35 F.S. 50 69.34 fL.
- 60.44 FL.- i " , --/2 W N /2"w-- (76.05)E S. h
SEE SHEET 4 Of 6 4/ 48 4/ 2 Q Q / /'���- � CW= 4.5 , D=51", 02= 5/ , E= 756', L = /O � 9
4/ IR 50 4FL. 60 29 FL. (69.901 FL.
68.04 f.S (76.75) TC.
- - -
49_F_L 58.29 FL. 59.78 FL. 60.23 FL.
- - -
59./9 fL. -� I 62.74 FL. 24"R.C.P L 1NE 'A '
S= 0.0035 S=0.00396 60.09 FL -- 60.49FL. 5/ R.C.P.
-- --
Al A
- - - _ �/ S =0.0396
- _ S=O. 0/02 - _ ---- -- - -- -- =0.0/02 ---_- - _ - - EX/ST/NG FL OWL/NE
7_Ir-LviiT
_ L/NE 'D' - 1 L/NE 'F'
ST.2/ FL. 3 - 6768 F. .42 60.42FL.- - 68.44 F.S
58.65 FL. R = 60.OT FL. - (76.8/)T.C. -
R=60.50 fL.
58.59 FL. 48 58.8/FL. I , �1 68.42 F.S• 76. /6 T.C 76.87 T C
I 6766E \\V-33 R. C.P_ a I I 48 R. C.P. L/NE 'G ',
• (T6./5/ E.G.
75.87 FL.
58.68 FL. 62.76/L' - --- 63. 72 FL. /6
68.46 T.C. O 60.65 FL. 43 60.7/FL.
67.46FL. O - S'
67.70 TC 68.38 T.C.
67.64FL. Ivj 6755 FL. 3 =- I 2
LINE B 68.7 o FS 44 44 52 44
� Q f\
M-
h h/ tN � J � J (> am L&
,�
I 68.32FS. , o, cp V � � ti �
�► �, �, h �, ^� N N EAST R/ W__1//
o
r; m mh � � \
�f
68.54 fS.
00000- a k b m^ %k.
3 hQ (i �o 'o �o % co % 'o e o
io O h Q m
O c►� \
i� 68.23 T.C O h
Lei 6756FL
CURB RETURN DATA 1�
d= 89034'/7" tbo co 3 vt (h O hi O h N cp �o C4 O d ^ m O
4O R- 35.00 14� V * * O y, 3 * IN)
* N \ PRIVATE STORM DRAIN
L=54.72 SEE GRAD/NG PLAN
r= 34.74' Q Q Q ' Q Ci Q Q1 N -4 N N
H (n t\
STA. 10466.74 E.C.R. cn n� h � h � m � � ci � � Q O 1n •
d. k Q Q
w Q h
68.15 TC. 68.39 FS. 55
67.48 FL. 67.27 FL. � � (76.75 J T.C. m
DETAIL 1 N h
✓UNCTION STRUCTURE # 4 CATCH BA SIN'
# I Q ? -
Per City of Rancho Cucamonga Std. 508 1� N
per City of Rancho Cucamonga Std. 502 � Z 76.35F.S. R
3 Q A E C D E F G L Q W V D �EX/ST/NG CHANNEL WALL
--,,\
: > _ /O' p ° ' = o>
/ 600 36" 65" 5/ " 5.2/' /.89' /.38' 7 56' / 2/.00' 5.24' 3'-2 " � O
3 2 600 36" 57" 51 " 4.38' /.89' /.38' 6.96' 2 2/.00' 8.00' 3'- 2" NOTE d. '
co
3 3 85° 24" 50" 5/ " 2.70' 2,/8 /.75' 4.96' 3 2/.00' 7.84' 3'-2" CONTRACTOR TO VERIFY ELEVAT/ONS OF
6" b '' ' TRASH RACK,See Detail 5 be/ow
EX/ST/NG UTILITIES /N FIELD. N
mib lb
' Z ((6-7-6-2)F.S. 6B.26F.S. 68.88 T.C. 68.96rc. R=,3 (69.90 J FL h
J 68./5 T.C. 6T.95/ F S. 53 T.C. 6B.7/T.C. O
O/N EX/S TING
67.96T.C. �'STREET 69.AST.G �
(6774)E € STREET 67.20 FL. I 44 0i N '
67.96 T.C. 6748 FL. / 67.65 F.S (67.70)FS. 67.96 FS '? h p ,
3 66.96 FL. 67.38 FS f 67.T5 F.S. (67891 E O. 67.96FS. �- 44 44 v ` a
1 66.96 FL. � 67.4OFS. 4 R.C.P.
62.9/FL. (6�F.S. (SFS H.G.L. N 2"m1n. clear
,
H.G.L. Q
STA. //� 04.17 � H.C.L. .� � H.G.L� �h k � 69.34 FL. .
9 fs.
w = 7.00 O /065 It H.G.L. m 4 43 \�,. O h S =0.0933 r a.
65 - - v 4 tc M O S=0.0/02 d �'
1 65 _ f0 •
H.C.L. Exist. /O Water n - Exist /O"Water �v 4/ 4/ 43 \ �- 65.82fL. 0, O
��
679/ T.C. 62.9IFL.
48
66.91 FL. rt Exist.-12- Q o, • N
4 56 Exist. /2"w0ter 4/ ,OOg9 56 �I
/5'
NV 4/ I 26y X010 63.72fL. h 2 O o
4/ '0 0 55 5' 60.86FL. S- 60.42 S=60.36 r S'0.0 \ 52 s ,
/�0 �5' 6059.57FL. - S=5B.5T�S=59.46 60.65 F.S. S=0.0/02 60.29FL. 607/FL. 62.78 FL. N
60.23 FL.
s��O 60 60 60 60T/lfL P z SECT/ON 'A -A ' 6„
S=58.48 222 . 58.94 FL.
5B.44FL. 42 Exist. 12"Sewer Sewer Q NO SCAL E
Exist /2"Se+.ri 56 /DENT/CAL r�
56 r. (/057.97) FL. i a
32 12 57.30 FL. (/057 54/FL. 1 STRUCTURE
0/q0 =7.Oc.f.s. 0/pp= 5.8 c.f.S. 0 - 25. 8 c./.s. i
30 44' /00 - Q 90 = 64.2 c.f.s. 0/0 p= 64.2 c.f.s. 0/O0= 35./ c.f.s. � o
Q
� R
" L/NE B ' L/NE 'C ' L/NE 'D' L/NE 'E ' LINE 'F ' L/NE 'G ' m1t
DELETED EMERGENCY FIRE ACCESS AND
1 ADDED FLOOD WALL-STA. 2/4 20.9 5. R.A.8. 4-2/-89 g�t g444
2-/ x 2-//2 x //4 x 2 -6 5/8"� MOLE tjp. - - --
-- -
yp L A rERALPROFILESMARK DESCRIPTION INITIAL DATE INITIAL DATE
__ __
2-//2"x2-//2"x //4"x3"(ryp.J � REVISED APPROVED
CONSTRUCT/ON NOTES SCALES : CITY OF RANCHO CUCAMONGA
HORIZONTAL ! = 40
/6 CONSTRUCT FLOOD WALL, H=4'-O '; T YPE I W/TH EARTH BACKF/LL VERT/CAL !"= 4 '
2-//2'i2-//2'i //+"xb'-o" BEH/ND WALL per Detail 6. see Sheep 6 of 6. DETAILS , SECTIONS a PROFILES
/I IT/2„ CONSTRUCTION NOTES CONTINUED
HERMOSA .AVENUE
2 40 PLACE 24" R.C.P., /250 D. 53 ADJUST STORM DRAIN MANHOLE TO GRADE. STORM DRAIN PLAN
#'4 Reinforcing bar 2"O.C. max. (typ.J 4/ PLACE 5/" R.C.P., /000 D. 54 CONSTRUCT BR/CK AND MORTAR BULKHEAD. FROM STA. 12.5000 TO STA. 2/ f 60.45
42 PLACE 33 "R.C.P., /000 D. &_� CONSMUcr UNDERS/DEWALK DRAIN per City OR - 87-/9 B 20
43 PLACE 48" R.C.P. , /000 D. of Rancho Cucamonga Std. 507. PARCELS 1, 4 a 5 OF PARCEL MAP 5499
5//6"(typ.J 44 CONSTRUCT CATCH BASIN NO. f, W= 2/.00', per City of Rancho Cucamonga Std. 502. &-ADJUST EX/ST/NG UNDERGROUND UTILITIES AS REOU/RED. APPROVED BY d
B DATE
45 CONSTRUCT CATCH BASIN NO t ; W = 7.00', per City o f Ron cho Cucamonga S/d. 502. �F E S S I
//2" Anchor bo/1s or R.C.E.
Q20 �Nq� CITY ENGINEER 22397
//2 " r equal)
"KW/K" <c�i-` p. �F Fey DESIGN RECOMMENDED
bo/t.(or equo/) 47 CONSTRUCT MANHOLE 'B', per City of Rancho Cucamonga Sld. 5//, ROBERT A. BEBENSEE , R.C.E. D
SECT/ON B-B j ��Z T J
48 ONSTRUCT JUNCT/ON STRUCTURE A', per City of Rancho Cucamonga Std. 508. 21 Haven Avenue- Suite 270p 4l S8
0 3 - 1 `d(�. 22877;),'! z- R.J.H. P.O. Box 1614 - 14�
49 CONSTRUCT INLET STRUCTURE per Detail t on Sheet 5 of 6 . - - ---
n, i DRAWN Rancho Cucamonga , CA. 91730-8614 SHEET
DE TA/L 5 50 REMOVE EXISTING CHANNEL, BACKFILL AND COMPACT, � ' (714) 945 - 2119
B TRASH RACK 52 „ ,a'\``j !v 1 `` R.P. B. 5
-OF 6
OF O Al/-\� C.E.22877
PLACE 36 R.C.P., /000 D. , CHECKED Robert A. Bebensee Exp. 12-31-89 DRW
NO SCALE
C/rr
_ DATE 3'� �_ FILE N0.
I