HomeMy WebLinkAbout3743-2T!
N
0
4-j
V)
LO
C%4
n
(D
N
Ln
I-'
C:
a
E 0
cn
0
4-j
0
0)4�
C
Q) >i
.S-0
2M E
uj 0
,.,-(D
LO
C-4
L0
"-0
0
C14 Lfj
L0 0
11-11
C)r Z3
- D
E -6
a Q)
Z C:
cu
C" 0-
0
0 (n
L_ C)
0 _j
-A
JT
=7 ___
T -------
r
1:T
.. ....... + :7
4--
4. .. ........
------- L0
-4
-.4
A_
-T.
t... -A ------- ------ -
+ T
-A.
L
W----- -
IN'
RO F
17 .... ..
L + ---- ------
R
IL u- -1
7-7
X/S7.11
EXI SIV 6
�/7
�it It A
r7:---
----- - Lrj
.......... .. - -- --
PROP-,- -24-" A44�.-
T .. .... ---- -- --- -- . . .....
_RrST4US-TUf.?Ef-1M R
z
77!-- =PRROP" R
uvvw.
L
'-D
E
u;
_u_w_
��c
77
J.
6
1- 4 �.20
r I" .... . -SEWER:.
I i
--- -- ----- -Q 0_0
u......
f
_y
. Eii.
-S`0�23421---- U- K--A-U- L
. ... ... uj 'AU DR- W- U- L A
Lo7LIL A -A Lij - 9i4 . . ... ........
--RC1
-7
?E..0 ZJI 7- --7- 1 7
M A -A- - - ----
cb-
CL_
�Z: F
......... .
Ll Q3
Lu
�4-p
I T
T
-- --------- -- ........ ...... .... --------- --------- -- - ---------
I X: V%� v I-V-- If K A-- p. -T- -- ---- - -----
C 7T4 D N
PROFILE SCALES
.. ... . ..... ...... . ..... ..
--------- HORIZ.: 1 "=40'
7
VERT. 1 "'=4'
F.
10+00 11+00 12+00 10+00 11+00 10+00 11+00 10+00 11+00
1-5# 1 50 1 14' 6� 1 5'
00 6 CURB & CONSTRUCTION NOTES
55.29 56.34 F_ §T. ��_TA. 13+46.88 56.59 56.64 UTTER K TC L C.L. CB -"C -5B I 41 WA y I -TC I 4 9. 4 P. 32 32 55. 70 50.4 P. E. " RCP D -LOAD PER PROFILE
FL
2 4 20( 6 CURB & T CIL C. B. NO. "C 6
59.1 P.E. GUTTER PROP R1W
2 Q: 55.56 56.25 56.25 W=28.0, V=6.9 CONSTRUCT 24" RCP D -LOAD PER PROFILE
0 FL LIP
Er 55.90 LIP
LIP 12 00 LIP DIRECTION DIRECTION IPROP. &G " RCP D -LOAD PER PROFILE
1,31
10+67.41 PRC OF FLOW OF FLOW
1\1 0 1 D29D- I H NO. vC-59 PROP. 30" RCP
tri v- PROP. LAT 'C-5Bw CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2.
OCAL DE"ESSM -2EA)
SEE PROFILE HEREON L SEE SHEET 2 LINE "C" (W=14' -1E4; W=21'-lEA; W=28'
LL 0
INC) 6M cccl SD �qo
V-- I/ - 114-
ro !r co 4 t- ..-j 48 STORM DRAIN PLANS PER
10+48.61 PRC Cj 10+25.42 PRC CAW ffAff D&7AL INFRASTRUSTURE IMPROVEMENTS 1w A STD. PLAN 308- 1.
IC CATCH BASIN CONNECTION PER APW
F DWG. NO. 3803
@&REMOVE BULKHEAD Q. 00 __""10+09.�89 WTR X-ING C-) SCALE I' 10, 3 6
& JOIN PROP. STORM DRAIN + CONSTRUCT LOCAL DEPRESSION CASE A PER APWA STD. PLAN 313- 1.
TOP SD= 1648.23 C
10+00.00 DEERWOOD LN. CIL INT. BOT. WFR. = 1649.61 58.2 P. E. =27+00.70 ROADRUNNER ROAD CIL 58.1 P. E. 10+09.32 BC
TR 4 1\1 0, 50.3 P. E. CONSTRUCT LOCAL DEPRESSION CASE B PER APWA STD. PLAN 313- 1.
PROP. RIW E 12+62.93 ST. STA 2 JcD I
PROP. C& #PC _; 4 6 ER APWA STD. PLAN 32 1 - 1.
D L,/ L G. B. NO. 'isp 10+00.00 LINE "C-6" CIL
W=2 1. 0 2, V=8.45' ZI �1 I CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2.
PROP. 12" =12+79.25 LINE "C" CIL 49.7 P. E.
I �_l i I LOT "D"
WA 23+15.76 2.00 LT. ROADRUNNER ROAD CIL 1-1 380-3.
oo �0 1 IM FOR SEWER, DRAINAGE \
PROP. 24' RCP M (A BOT. WTR.=1650.26 CN u I URPOS
SEE SHEET 2 LINE "C n C-11 12+05.74 LINE "C-5" 01 1' - (B OIN PROPOSED STORM DRAIN.
A 10+35-65 EC
STORM DRAIN PLANS PER u') _u 1 11 -T 1\1 a I INFRASTRUSTURE IMPROVEMENTS =12+62.57 MILLBROOK WAY KLMUVL dULKHLA
f
E D T_
F_
p
7
DING. NO. 3803 0 12+00.73 SWR X-ING 57.1 P.E. C) & JOIN PROP. STORM DRAIN
C\4
M BOT. SD= 1646. 10
R W >
k r -'A c -:U)
PR M. EL
jo
-f 9. 0 P. E. DATA
a- co I 2M 12+02.33 DEERWOOD LN. CIL INT. I
ICL
M
=12+56.57 MILLBROOK WAY CIL
55.9 P -E. 4)
54.0 P.E. '00
2,50 69 5# MILO
51 6 + C�
V_ 5 p 6
T.- WAY 21$ 1 50 1 5
52.93 53.08
-ST.-ST-A. _10+_81._21 34
Oil 3
_TC TC 6" CURB & 22
L C. L. C13- "C -5A _j I
u 5539
DEERWOOD LANEO C; j) cr- 55.81 ST. STA. 12+62. 55.34
u) 0� CEI UTTER 12 2
51.26 51.92 TC TC -"C-5 TC TC
L_ NP.L. CB
ca C)�
6 CURB & FL FL + %-
6 CURB & 54.85 5:,C62
GUTTER 51.80 \-STRAIGHT GRADE STRAIGHT CRADE-J 52.69 GUTTER 6 CURB & FL
LIP VALLEY VALLEY 52.59 LIP GUTTER 54.95 5p 68 28' 6' 5'
LIP LIP DIRECTION 55.42 55.41 55.051 LIP I
DIRECTION CoMm AV, vC-5Aff OF FLOW LIP LIP CB NO. vC-5y LIP 50.72' FROM EC
OF FLOW DIRECTIONI DIRECTION C.L. CB -"C-6"
LOCAL DEPRESSIM CASE "B" DETAIL OF FLOWL-OCAL DEPRESSION CASE"A" DETAIL OF FLOW 47.01
.9, SCALE 1 10' 47.00 47.28 47.33
SCALE 1 = 10' F -TC L TC TC
(D
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
14'28'47 is
369.00'
93.25'
46.88'
N74002'08"E
N/A
84.71'
N/A
N28054'39"E
N/A
17.53'
N/A
N29'02908')E
N/A
9.32'
N/A
41'00'33 is
22.50'
16.10'
8.41
06-12 9 58 is
387-00
41.99
21.01
42-16142 91
22.50
16.60
8.70
H
N48002'09"W
N/A
3.59'
N/A
El
N77024'32"E
N/A
18.44'
N/A
6. 1 46.22
BASIS OF BEARINGS: LEGAL DESCRIP11ON: OWNER/DEVELOPER SOIL ENGINEER 800 CURB & FL FL
BEARINGS ARE BASED ON THE WESTERLY UNE OF Centex Homes ALBUS-KEEFE and ASSOC., INC. GUTTER 46.45 46.51 46.11 46.77
2280 Wardlow Circle, Suite 150 101n N. Armando Street LIP - LIP 8 " CURB &
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC11ON 23 AND A PORTION OF THE NORTHWEST k 41679 LIP LIP GUTTER
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN Corona, CA 92880 Anaheim, CA 92806 0513 2 DIRECTION AV% DIRECTION GWHIC SCALE
AS SHOWN ON THE AMENDING MAP OF TRACT 13750, BERNARDINO. Ph: (909) 279-4000 Ph: (714) 630-1626 OF FLOW wr% NOL ffCt6w OF FLOW 40 0 20 40 80
19LED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Fax: (909) 273-2100 Fax: (714) 630-1916 11 1 1 1 1
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY LOCAL DEPRESSION CASE "B" DETAIL mmmimi
RECORDER OF SAN BERNARDINO COUNTY, BEING SCALE 1 10' 1 20 = 400
NORTH O(Y30'24' WEST.
BENCH MARK: REV. REVISION DESCRIPTON DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. I I
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT % :E3SSI
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE f -I 1-1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL AE 11 A COYOTE CANYON
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AA&NNN^AA&A^&A^&AA&*%W A&NN&A&AWVVVVVVVV~ !Q ARIC M. TORRM -0- E rN,,-J Ci I rNs-1 E E R I rssl Ci DRAWN BY: 16325 SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER a 5_1
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 1 r= No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 01S. STORM I PROVEMENT PLANS AS SHOWN ABOVE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY' -5w, LI C_ W, LAT. wC-5A7, LAT. PC -5B', DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp.06-30-06 A.T. �9 D PROFILE JUNE, 2005
YOU DIG YOU DIG CIV PREPAgED BY.- ARI M. TORREYSON R. C. E. NO. 66068 AN
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE I STANDARDS IN EFFECT. F C EX4M-3 06 CHECKED BY: APP B DRAWING No.: 2
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 7 2)
NAVID 88 - 1508.56 (FEET) 10 . It V DATE: C.V.A C. 0. 3743 7
gi-ni /7 CfTY ENGINEER R. C. E. 5115 2 DATE: I
ff