HomeMy WebLinkAbout1809-D BENCH MARK NO. 148-B
AT THE N.E.C. HIGHLAND AND
ETIWANDA AVENUES, 66' N. CL
HIGHLAND AVE., 24E. OF CL
ETIWANDA AVE. AT THE N.W.C.
OF 4
EXISTING GROUND
X8' DROP-IN-BOX FOR
: DRAIN CULVERT, SET STD. BRASS
OVER STORM DRAIN
_ =n
DISK. DISK.
ELEV. 1432.612
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qt PROPOSED FINISHED URFACE g =, o It o -
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04 N> C-4 � '
CONSTRUCT � O
Z o 0 +
0_ CONCREETE COLLAR
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co 06 o N o
N O
NKj + 8 p
`
HGL WS= HGL
eco r�
SMGL 648. _ _ HGL
1
moo ( \ HGL
6 ` HGL i 1646.57 �6��6 WS= 1
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1 " 1645.73I 44C 1449 ,. 39
43.35 INV 18'RC '~ - -
) 1645
If WS-1643.87
164
1642.7 INV k 2.96
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1tk
1+1639 6S=0.015g _ 3 INV 11 �� I ?-�. z ,,,c��c,�-y� > , Z63 S°p Z Z
_ LL,A� . _ _
(S-0 5g) 1I 1 �t0 _- Lo
z
___ __ _ _ - U? 1640
n
1 ! I j > v � �p4 `r\° `fi `n - 9.4 CFS 1640
>Z r ,�; aC%j• N ei o M 400
- rn 1 5.3 FPS
T _ . + '� 4100= 1
�� 459 I I j cit ,� 0.5 CFS+ o+ o+ V �_
N cn >� Vi o0= 5.9 FPS o `°
_ >w > > > > 111 e�2 ,,� 9.4 CFS ONST. 22.47 Lf
za '`,,� Z z z III 5 e�9� o coo 4ro0 CONST. 72.72 F
-
DOM _a i ��6� _ Vino- 5.3 FPS 18" RCP CLASS IV - - 18" RCP CLASS IV
c0 ST. 14.54
ff)- N 04 r- OD N p Q 3 H JCON LF
N (D UDZ N to ± � ± - V) 3 a 18" RCP CLASS IV
m .-W r � � � � W co a -
a m o a v
c�
W > > > ri ,,
L t- I -1 LAT- I - LAT- I -3
Q100= 89.10 CFS ,n of Z - n o a _ _ _
V100- 18.7 FPS 'n ° to a$ 1°'n 0; aGoCN " _
o
_.
N 00 ►7M � M O
rt + cp + M +cp O cp
` 100 69.20 CFS Qr = 78.60 CFS o o r o
- 21.85 FPS .. 27 02 FPS
CONTRACTOR TO VERIFY PROFILE SCALE
X100- Vioo- 19.6 FPS V�oo 14.45 FPS V�ao` _
PRIOR 0 CONSTRUCTION
CONST. 160.53 LF. 30"RCP 1500-0 CONSTRUCT 135. 6 L.F. 42"RCP 1500-D CON TRUCT 115.88 L.F. 42-RCP 1500-D HORIZ: 111= 40'
Q1�= 94.5 CFS
VERT: 1"= 4'
14+00 13+00 12+00 11+00 10+00 10+00 11+00 11+00 10+00 11+00 10+00 PLAN SCALE
HORIZ: 1"= 40'
DAY CREEK
SEE SHEET 6 BOULEVARD
STA. 14+25.00
111 '
z 44 41 49' 62'
rn II 42' 37' 25'
'o T
I � W
18 Z t
50 i
25' 25' Z
7' 18' 8' 7' -' cp GRAPHIC SCALE
i i N
g 42 40 0 40 ,BO
_ 15 To
C4 o EXISTING STORM DRAIN
7 41 (0 w N o PER DRAWING NO. 1803-D cx FEET )
42 SD-LAT-"I"-3 SHEET 5 0 F 8 inch = 40 ft.
N82'28 30 W o 2
00 N 42
24.22 6'
o
C/L CB NO. 3 i
12+73.81 m ^ o 00 >
W=20.0' V=6.46 N �' _
C/L CB NO. 2 ' n _o g STORM CRA_ IN_ CONSTRUCTION NOTES
U ± O
W=1 1 .0' V=5.91 _� " cD
12+59.81 EC 40 CONSTRUCT 42" R.C.P. (D-LOAD AS SHOWN ON PLAN)
17 A 41 CONSTRUCT 30" R.C.P. (D-LOAD AS SHOWN ON PLAN)
42 CONSTRUCT 18" R.C.P. (CLASS IV)
C �1 44 CONSTRUCT STORM DRAIN MANHOLE NO.2 PER RANCHO
� 1 CUCAMONGA STD. DWG. 319
ro n CD r-
U-)
REMOVE EXISTING BULKHEAD
N 00 N N89'24'03' Wo - _ _ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RANCHO CUCAMONGA STD. PLAN 331
B 00 40 cfl oo
N
N I') N
0 o Z f CURVE DATA
o � A ^
46 N Z 44 Z t CURVE DELTA RADIUS LENGTH TANGENT
co co t° a J -' 111' O 90100'00" 45.00 70.69 45.00
o ~ ~ DESCRIPTION OF REVISION DATE APPROVED:
,.� N N C N 00 J N z i o a 49 62 BB 45'39'30" 45.00 35.86' 18.94'
=I =I , ►� N r - 12' 37' 42' 20' " ITV F RANCHO
- - ,ri I = v U C 44'20'30 45.00 34.83 18.34' C CUCAMONGA
g Ln
`r° ° p-In � g Q�pFESS/pN
g g N r, N 0 N o o f TRACT 14523
rn rr C4 Of N w I o) L? + + + + ± X �� �pN 4CC 9 F
_ ��o �� STORM DRAIN PLANS
t` Q O Q � w � Z � N O � O r-- W
r7
+ 3 + 3 + 42 47 46 No. 36052 m "
o = O F O z W LINE I
00 00 Exp.s 30 2004 STA. 10+00.00 TO STA. 14+25.00
A ��qTF V 1 L`Fp��\P LATERAL 'I'-1, LATERAL '1'-2 AND LATERAL '1'-3
STORM DRAIN - LINE I . . f
APPROVED BY: DATE.
Underground Service Alert CITY ENGINEER {(� u I t C - RCE: 24953
OAF E YAG I�F.VFLOPER ()W NFR: DESIGN Prepared By REC M
.,
Cal: TOLL FREE �?
a
� ALLAAD ENGINEERING
JF
�Q1Y1 CtWJ E"gln�rv�q land Su-"uiE land Pia--iw
DRAWN Ste n"s SHEET
Fetrtana Catihnvib 92335
M K
(9091 m61815 Fix(809 SfiGt795
227-2600
M B K M Y E S L T D
HMG
56
OF
175 I'E NOLC)GT DRIVE, IRVINE, CA 92618 CHECKED RAYMOND Jj kTARD R.C.E. 36052 DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG (949)-89-8300 FAX(949)'89-93'3 CITY 2 -Z( - D'L EXPIRES 6/30/04 1809-D
DATE
FlWna,ne: M:\DWC\12103\WTR*Zr\14523\STREE-TS�SrORM5.DWO
PROJECT SHEET N0. OF
Oats FEBRUARY 14, 2002 CGR
BENCH MARK NO. 148-B
AT THE N.E.C. HIGHLAND AND
ETIWANDA AVENUES, 66' N. CL
HIGHLAND AVE.,
24' E. OF CL
N.W.C.� ETIWANDA AVE AT THE N W C
It F 4'X8' DROP-IN-BOX FOR
z _ _ DRAIN CULVERT, SET STD. BRASS
- z =1K D S I
=a J - _ DSK. LEN. 1432.612
w
vp, z
00 to PROPOSED FINISHED SURFACE EXISTING GROUND OVER zto
s U rtO o
__
+ N OVER STORM DRAIN - - STORM E RAIN 1 _ -- - _ o
~ o T d 4- +
r1675 o 1675 000 1675
\ M o + o+
\ J N o � , w 0 WS=1672.95
0 � _ °+° o 'ice• PFHGL w .
m o '`�° WS=167 .53
F- - fo
e
9
U - + \ WS=1669.03 6
/ �- cD
=O.Ot '1
~ oo S 0.488 �ss� p HGL � fiG s=o.otoo Q J
0 28 �� rt 8 RCp _ 1
`n sss ,e ,
1 g6Cp U N RC Z 16
� 0) Ka- U i11 V665 23 > cD 00 > 1665 > >
INV
O �d� z � z > \ + 11 Z N Z Mcp 0z N Z� Z -
U U s - + azo a � rn 1 z z S,OQ \ * �-- _ ca N o+ � ,nom � allo
Q Qtoa 53.90 cf 00 (0 r a cc I 'n - 2gg '- '`� N z rn N r�o � Q100 5.6 cfs
Vtoo=20.50 fp m+
cD cD M U) N N M �` (� ^ CD O cD + cD + c0
H- fn - 00 0 o + � cP N c'' _ \ 0100 =3.7 cfs + t Qjoo =6.0 cfs o+ (0 o coo cD Vtoo- 3.2 fps
CONST. 99.34 L. . -W - + \ cD + cD V loo =2.1 fps V 100 =3.4 fps .-
__ 36"RCP 1500-D r'- _ _ HGL o ca - GO
NST. 22.47 IF
- -
- 16 CONST.10.62 LF CONST. 73.12 F
CNV s�N 1 - GLCLASS _ 1 " RCP CLASS IV -
6 - 18"RCP CLASS IV 18" RCP IV
QI00=65. cfs Q1o0 69.20 c Szt0.0?43 V CNV
Vico=16.1 fps V100= 15.80 fp >w 6
Q1oo=5 .5 cfs n Q,c�r -w
LAT- IN-4 - - LAT-171-5 _ - LAT`- I�-
NM U)Q-. -
Vtoo=1 .1 fps _ + ZrI Na S\
CONST. 213.70 L.F.30"RCP 1500--D
w
I
_ >w'
o �* I 1 z
. 1 0 M 4
,� 1 't MID- zw o z
_
+ � N M
to cD N + z Nd �j
- - f cD N r) 69.20 cfs -
Qt 00 69.20 cfs m cD w o Qt
Vtoo= 17.43 fps cD _m �z +In V,0021 .85 fps _
w _
CONST 30.1 L.F.
Co T.187.86 L.F. 30„RCP 1500-D " PROFILE SCALE
36 RC 1500-D - _ - - HORIZ: 1"= 40'
_. .
VERT:
19+00 18+00 17+00 16+00 15+00 14+00 10+00 11 +00 10+00 10+00 PLAN SCALE
HORIZ: 1"= 40'
TRACT 14495 BOUNDARY
STATION 19+70.03 ALVARADO PLACE GRAPHIC SCALE
40 0 20 40 90 160
18+68.36 C/L M =
D LAT-7-6 50 45 10+00.00 C/L LAT-"I"-6 44
42 N8 27'56"W 25' 25' _z
24. 2' 7' 18' 8' .7' � ( IN FEET )
1 inch = 40 ft.
00 00
I cD 0-
� �
41 � II cO i
Z
C L CB NO.6 � > 42 44 II N
U
N
18+76.04 m U�o v ori
W=12.0' V=6.82' 0) J + 00 � J w �- (D
C L B N 0.5 r- 1 C)- 3 v 0 Z II
18+76.04 0i 10 0 0o rn Of ________________
W=7.D' V=5.82' r+ ~ �- o °' 3 ---- ----------
34 18+66.04 EC 1 ,n o 39 y �� 36" RCP
0 o cv + cn y
!►
35 �' z '4 36 37 38 �' 00 !: I 3"X 12"X O.D 3"X 12"XO.D
3"X12" CUT 3X12 CUT
- 18+ ^n SPRING LINE ., ( I f FOR TIGHT FIT /�
FOR TIGHT FIT
N 00 p 17+00 16+00 40 14+83.31 INT SD=1656.84 INV FUTURE 36"
.
7Sx� SEWER=1 655.22-TOP
�� RCP �.
-m 41 14+59.81 BC �\ f.� RCP
N A "+� !G
w 1 14+57.48 C LMH 44 'r '.�- �,y� �c--------------- - r
•.a. ' ✓ .
----------------
23 22 z� 21 z 20 19 18 wBw-wB� SECTION "B"-"B"
> > z 41
- g I
K 0 z JJ Z - 1
00 3 V V J
I �O w 0) w 0) 0)o 0 ROSEVILLEDRIVETEMPORARY TIMBER BULKHEAD
� cD �cD F- cD� (D f- �. LnO
JACKSON PLACE 45
SEE SHEET 5
�� � ; gj � � g � � +� No NTS
� �
0J J 0J: J 0004 000 000 14+25.00
W W w w Z � � o STORM DRAIN LINE
47
47
ry
DESCRIPTION OF REVISION DATE crO
APPROVED:
CITY OF RANCHO CUCAMONGA
QRpFESS/0
N
CURVE DATA STORM DRAIN CONSTRUCTION NOTES ���°�oNo q<<q��2 TRACT 14523
CURVE DELTA RADIUS LENGTH TANGENT 41 CONSTRUCT 30" R.C.P. (D-LOAD AS SHOWN ON PLAN) �' �� �o Z
STORM DRAIN PLANS
OA 90'00'00" 45.00' 70.69' 45.00' 42 CONSTRUCT 18" R.C.P. (D-LOAD AS SHOWN ON PLAN) No. 36052 � LINE "I"
44 CONSTRUCT STORM DRAIN MANHOLE NO.2 PER RANCHO CUCAMONGA STD. DWG. 319 Exp.6 30 2004 STA. 14+50.00 TO STA. 19+70.04
C 1 V 1�. ��P '1-4 ,
w '1-5',
w -1-6-
Underground
w
45 INSTALL BULKHEAD PER DETAIL SHOWN HEREON �T£ p� LATERAL 1-4 , LATERAL 1-J , LATERAL, 1-G
� CALIF
Under round Service Alert 47 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RANCHO CUCAMONGA STD. PLAN 321 APPROVED BY: DATE: " -
9 CITY ENGINEER _ f �!<< < ,'� RCE: 24953
�F oRr: y
R (, Call; TOLL DFv I,0PFR-0WNFR: DESIGN ALLAAD ENGIamd NEERING 7MENDED
1-
RD Civil>:nu1�� 1� 5umeybg lana Pkwry
JL M KDRAWN �sg � A�2 SHEET
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227-`�/\/\/ M a K M Y E S L T D HMG ���35r'18`15 Fax 1909) 1795 C OF
175 IEcr�voLociDxn'E, lxvitvE, CA 92618 CHECKED RgyAApND A MD R.C.E. 36052 DRAWING N0. V
Lr
TWO WORKING I
(949)789-8300 FAX(949)789-9373 CITY 2 -21 _ t72 EXPIRES 6/30/04 �D
0 OR G DAYS BEFORE YOU DIG
ZA
DATE
PROJECT SHEET N0. OF Fis«wms: M:\DWG\12103\IHTRACT\14323\STORM\SMRM6.DMG
Dob: FEBRUARY 14, 2002 CCR