HomeMy WebLinkAbout3802-10TRACT
16290-1
SEE D!
O"HI
r2
12.5'
VARIES PER PLAN
SHEET 5 OF 18
-FINISH GRO UNL
2
\�1
00% r� Avv*&-omm AV% a ■ w w
r -EXIST. GROUND
— WATER QUALITY
BASIN FLOOR
g. (ELEV. PER PLAN)
21'
TR��Cr 1\1 D., 16290-I
AM% r� /1 TI /1 \ If r� r�
4 7
q�9 p91
1 " CIL IN T.
1629.5
D WG. # 3803 SHEET 3 OF 28
' 1 bz4. UUP
36.49' L T.
r\ r•-*- A if 9 w 9
PROP. ACCESS ROAD
PER TRACT 16290
T. "�� UNE/CURVE DATA LINEICURVE DATA
NOTE: EX. UNDERGROUND FACILITIES TO BE
PROTECTED IN PLACE. EX. ACCESS ROADS No. 4 79
TO BE RESTORED TO PRE—EXISTING Ep• 3/31 I Z
mCONDITION. *_
c �
0 %
N
i WATER OUAI.ITY BA
m
J —
O
DELTA/BEARING
RADIUS
LEN./DIST.
7
SLIDE GATE
I I ( 6" PVC
103024"19"
PROVIDE
`v 24" OPENING
63.17'
TR��Cr 1\1 D., 16290-I
AM% r� /1 TI /1 \ If r� r�
4 7
q�9 p91
1 " CIL IN T.
1629.5
D WG. # 3803 SHEET 3 OF 28
' 1 bz4. UUP
36.49' L T.
r\ r•-*- A if 9 w 9
PROP. ACCESS ROAD
PER TRACT 16290
T. "�� UNE/CURVE DATA LINEICURVE DATA
NOTE: EX. UNDERGROUND FACILITIES TO BE
PROTECTED IN PLACE. EX. ACCESS ROADS No. 4 79
TO BE RESTORED TO PRE—EXISTING Ep• 3/31 I Z
mCONDITION. *_
c �
0 %
N
i WATER OUAI.ITY BA
m
J —
O
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
103024"19"
35.00'
63.17'
44.32'
B
N01050'50"W
N/A
213.66
N/A
C
111-37914 is
45.00'
87.67'
66.24'
OD
N66'3195611E
N/A
276.33'
N/A
OE
13°51'10"
45.00'
10.88'
5.47'
OF
N80'23'06"E
N/A
256.88'
N/A
G
49'06'33"
45.00'
38.57'
20.56'
H
N31 ° 16'33"E
N/A
81.55'
N/A
O
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
1
13°05'24"
45.00'
10.28'
5.16'
g
N 18-11'09 13E
N/A
94.74'
N/A
K
N78626'31 "W
N/A
210.78'
N/A
L
N23'28'04"W
N/A
227.98'
N/A
M
N76046'04"E
N/A
126.15'
N/A
N
03'37'02"
45.00'
2.84'
1.42'
0
N80023'06"E
N/A
219.88'
N/A
PERIMETER
WALL
TRACT
FL
(PER PLAN)
TRAICr 1\10, 16290- I
3
1f
:FG
(PER PLAN)
0% r� AP\TI /\ A ■ !1 FM%
SCALE. 1 "=20'
lOJJrJ �HA 'ER` CRAWFORD CHANNEL
X ,rB�C. F. C. D. PERMIT NO. P-12002085)
5' 5'
,. i - • 0.5"
1 ' I a '• • 4" CLASS "A" CONCRETE IN
#4 18" 0. C. B. W.
J
1' CUTOFF WALLS
15' INTERVALS MAX.
Y -DITCH
1-1 /2" DIAMETER N.T.S.
- AIR VENT IN 41
THREADED CAP
- WATER QUALITY
OUTLET HOLES
- 6" PVC PIPE
- 3/4" DIAMETER
WATER QUALITY
RISER PIPE DETAIL
�2
1
EXIST. ACCESS ROAD
PER HAWKER-CRAWFORD
CHANNEL IMPROVEMENTS
CATCH BASIN FRONT WALL
-6" PVC SUPPORTWIRE WELDED FABRIC
AT 1.5' SPACING /*__8 "x8" MESH
�— 1 " WIDE GALVANIZED
STEEL STRAP WITH
N.T.S. 114" BOLTS AND ANCHORS
/% r� ATI /w& a ■ r\ r\
MODIFIED CATCH BASIN
6" PERFORATED RISER
(SEE DETAIL "B"
FOR WQ RISER)
:J WIRE WELDED FABRIC
(8 "x8" MESH)
BASIN
/- FLOOR
VVIV� I 1 MVV I IVIV r I Co
4" g( HOLES
2-1 �L'L/iJJ // DHJC
O9
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1.
SECTION C -C
10
CONSTRUCT 18" RCP (D -LOAD PER PROFILE).
N.T.S.
23
GRADE PER PLAN.
39
CONSTRUCT 20 -FT. WIDE ACCESS ROAD WITH 0.25' AC
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2.
(TYPE B) OVER 6" 959 COMPACT NATIVE.
33
CONSTRUCT TYPE 'A" PIPE HEADWALLS AND WINGWALLS
40
CONSTRUCT WIRE WELDED FABRIC (8 X 8 MESH).
PER CALTRANS STD. D90.
41
CONSTRUCT MODIFIED CATCH BASIN PER APWA STD. PLAN 300-2
91
2 11
34 CONSTRUCT 48 RCP (D -LOAD PER PROFILE). AND DETAIL A MODIFIED HEREON. GRAPHIC SCALE
43 40 0 20 40 80
35 CONSTRUCT 114 TON CONCRETE RIPRAP PER CALTRANS STD. O
CONSTRUCT CONCRETE FLARE END SECTION
.D E BASIS OF BEARINGS- LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER BENCH MARK: SPEC. SEC. 72 (METHOD "B") AND DETAIL ON SHEET 15. PER CALTRANS STD. PLAN D94B. „ - ,
E 0I THE BASIS OF BEARING IS BASED ON THE WESTERLY DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 37 CONSTRUCT SLIDE GATE PER WATERMAIN AC -31 ALUMINUM 55 CONSTRUCT CHAINLINK WALL FENCE PER CALTRANS STD. PLAN B1 1-52� 40
L -0 LINE OF THE NORTHEAST OUARTER OF SECTION 23, CENTEX HOMES ALBUS-KEEFE and ASSOC., INC. O D
S.B.M.AS SHOWN BEING A SUBDMSiON OF A PORTION OF THE SOUTHEAST 1/4 1265 CARONA POINTE COURT 1011 N. ARMANDO STREET INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT GATE OR EQUAL
vl TOWNSHIP 1 NORTH, RANGE 6 WEST, OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF 56 CONSTRUCT 15 -FT. DOUBLE DRIVE GATE PER SBCFCD SP. I.
E ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, CORONA, CA 92879 ANAHEIM CA 92806 38 CONSTRUCT 6" PVC PERFORATED RISER PER WQ RISER
BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF
00 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE PH: (951) 279-3000 Fax: (714) 630-1916 57 CONSTRUCT 6 -FT CHAINLINK FENCE PER SBCFCD SP. 1.
4 OF THE COUNTY RECORDER OF SAN BERNARDINO FAX: (�) 279-2100 Ph: (114) 630-1626
�� FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. DETAIL B &SECTIONS "C -C" AND "D -D" HEREON.
4-0
o I COUNTY, BEING NORTH 00'30'24' WEST. NAVD 88 - 1508.56 (FEET) 59 CONSTRUCT PIPE OUTLET PROTECTION BARRIER PER SBCFCD S.P. 101-11 101-2, AND 101-3.
L
Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N BE R N A R D I N 0 SO U NCT SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
Q�OFESSIONqAE11CASC05
LO COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL FL CONTROL D COYOTE CANYON
d w o SUBMITTED BY: FLc
/vvvwwwvvwwwwvmSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE ; ARic M. TORREYSo ?, E N I N E RI DRAWN BY: SCALE:
°' DIAL CHIEF, FIELD EN G DIVISION DATE No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. WA GIUALRY BASIN 'B' AS SHOWN
E TWO WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING RECOMMENDED BY: os-3o—os '� PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
Z B E F❑ R E �� DAYS BEFORE A.T. NOVEMBER 2005
Exp.
01 CL Y❑U DIG YOU DIG 2 2Eco2o vRr-�winrG o�/osf�� 0 ' I THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN A ANT FLOOD CONTROL ENGI DATE �yqT CIv�� ���' PREPARED BY. ARIL M. ro sON R.C.E. No. 66068 /
o TOLL FREE 1-800-227-2600 REMOVED 'NOT FOR CONSTRUCTION', REVISED 8/T//0 AMT APPROVED BY- F OF CA����� EXP. E: -30-08 CHECKED BY: APR D DRAWING NO.: 10
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � FLOOD CONTROL ENGINEER C.V.A.
RICH BASIN GRADING - ADDED 20 BENCH EFFECT. DATE. 3802 25�,?C T .C.E. 51152 DATE: