HomeMy WebLinkAbout2330-1-GENERAL N (SEE gW2 FOR NOTES RELATED TO
WORK WITM CALTRANS RJVI)
1. ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.C. MEAN SEA LEVEL DATUM OF 1929
2. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN SET, INSPECTED AND APPROVED.
3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28—DAY
FONTANA AUTO MALL
STOR M- DRAIN PLANS
COMPRESSIVE STRENGTH OF 3250 P.S.I. UNLESS DIFFERENTLY SPECIFIED.
4. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4' CHAMFER. CITRUS AVE. (SCHED. 1) CATAWBA AVE.,
5. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2 1/2" CLEARANCE
UNLESS OTHERWISE SPECIFIED.
6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL AS PER
A.S.T.M. A-615 GRADE 60. AUTO CENTER
7. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE
"MANUAL OF STANDARD PRACTICE" .
8. DIMENSION FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE OF STEEL
UNLESS OTHERWISE NOTED.
9. ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADES SHALL BE COMPACTED TO A
RELATIVE DENSITY OF 90% UNLESS OTHERWISE SPECIFIED. TOP 12" OF SUBGRADE TO
BE 95%. ANY A.B. THICKNESS SHALL BE CONSIDERED AS INCLUDED IN THE 12" DIMENSION.
10. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR
DIAMETERS OR 18" WHICHEVER IS GREATER.
11. PIPE SHALL BE EMBEDDED 5" INTO ALL STRUCTURES INCLUDING INLET AND
HEADWALLS, UNLESS OTHERWISE SPECIFIED.
12. ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN STREET RIGHT—OF—WAY SHALL
BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2' ABOVE THE TOP OF THE
CONDUIT, WHICHEVER IS LESS. THE PUBLIC WORKS INSPECTOR AND THE SOILS
ENGINEER SHALL INSPECT ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS.
APPLICATIONS FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK
SHALL. BE MADE BY THE CONTRACTOR AT LEAST i WRI<G, DAY BEFORE HIS SERVICE IS
REQUIRED.
13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL
SHOWN ON SHEET 2C.
14. THIS STORM DRAIN WILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL THE STREETS
HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND THE SYSTEM IS CLEANED
TO THE SATISFACTION OF THE CITY OF FONTANA, PUBLIC WORKS SERVICES.
15. THE CONTRACTOR ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STD.
SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION IN REGARD TO SAFETY ORDERS.
16, THE CONTRACTOR SHALL CONFORM TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS"
AS SHOWN ON LOS ANGELES COUNTY ENGINEER STD. 5-2.
17, ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED
FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST 3' ABOVE
TOP OF PIPES ELEVATION, OR AT FINISHED SURFACE ELEVATION, WHICHEVER IS
LESS.
18. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO COMMENCING
ANY CONSTRUCTION WORK UNDER THIS CONTRACT. CONTACT THE CITY BY TELEPHONE
AT (909) 350-7610 TO OBTAIN INSPECTION AND CONSTRUCTION PERMIT.
(SEE GENERAL NOTE 31)
19. THE CONTRACTOR SHALL PROVIDE FOR CONTRIBUTARY DRAINAGE AT ALL TIMES UNTIL
THIS STORM DRAIN SYSTEM IS OPERABLE.
20. THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA-AT (909) 350-7610 AT
LEAST 24 HOURS BEFORE BEGINING CONSTRUCTION.
21. PRIOR TO START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PUBLIC
WORKS CONSTRUCTION PERMIT FROM THE CITY OF FONTANA ENGINEERING DIVISION.
22. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE
ACCURACY AND ACCEPTABILITY OF THE WORK HEREON, IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE
PLANS FOR APPROVAL BY THE CITY.
23. ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY ENFORCED.
24. CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE MANUFACTURER
AS' TO TEST RESULTS OF PIPE INSTALLED. (MIN. D—LOAD SHALL BE 1350—D),
25. R.C.P. SHALL BE MANUFACTURED AND INSPECTED IN ACCORDANCE WITH SECTION
207-2.7, 2.8 & 2.9 OF THE STD. SPECS. FOR PUBLIC WORKS.
26. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL OTHER
EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE
SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS
OTHERWISE SHOWN ON THE PLANS.
27. ALL PIPES SHALL BE CERTIFIED BY MANUFACTURER AND MARKED WITH D—LOAD,
DATE AND TEE'S LOCATIONS, MARKED FOR PUBLIC WORKS INSPECTOR ACCEPTANCE.
28. ALL PIPE WITH VELOCITIES EXCEEDING 20 F.P.S. WILL HAVE 1/2 pf THICKENED
INVERTS. (SPECIAL COVER PIPE).
29. PIPES TO BE PLUGGED W/BRICK AND MORTAR SEE DETAIL SHEET 2
30. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE
PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS,
PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
31. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS
DEPARTMENT, COUNTY OF SAN BERNARDINO AND CALTRANS PRIOR TO START OF ANY
WORK WITHIN THE RESPECTIVE JURISDICTIONAL LIMITS.
32. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE
OTHERWISE NOTED.
33. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
34. "'UNDERGROUND SI`RVICE ALERT' S 14ALL. gE' NOTIFIED 2 WoRKING DAYS . FRIOR
"to S7 -ART; of waRK (t-800 q22 *t 33)
35. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
(WTE8cx)hnv&w0N SHT.20
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CONS TR CSC T/CSN /VOTES CONTINUED vN I T SCHED 1
54 REMOYE AND REPLACE_ EXISTING G! CHAIN `., 1 _ 4-% € SI "
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OH 3 Y44 3 "NE4 4 60 WlR,5 -A,604 704 SF �
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5� GC3I`{��T Ii�T Ssllfz� fo1.Na. 2 PF-I;z No. 2 -ISIS - � �rft_:1 DETAIL- oN ANT• No. 21 3 GA.
PL., AUTO MALL DR. (SCHED. 2)
IN THE CITY OF FONTANA
c❑NSTRucT1oN NOTES-
NO.
DESCRIPTION
I CONSTRUCT 24' DIA. R.C.P. — 1750 DLOAD
2 CONSTRUCT 30" DIA. R.C.P. — 1350 DLOAD
CONSTRUCT 36" DIA. R.C.P. — 1500 DLOAD
4 CONSTRUCT 39" DIA. R.C.P. — 1400 DLOAD
> CONSTRUCT 42" DIA. R.C.P. — 1350 DLOAD
6 CONSTRUCT 48" DIA. R.C.P. — 1350 DLOAD
CONSTRUCT 51" DIA. R.C.P. — 1350 DLOAD
$ CONSTRUCT 54" DIA. R.C.P. — 1350 DLOAD
CONSTRUCT 60" DIA. R.C.P. — 1350 DLOAD
1 CONSTRUCT M.H. NO. 2 PER LACFCD STD. NO. 2—D184
(SEE DETAIL ON SHEET N0. 2) _
1 CONSTRUCT M.H. NO. 1 PER LAC -FCD STD. NO. 2—D102
SEE DETAIL ON SHEET NO. 2
CONSTRUCT C.B. N0. 1 PER tAE�FCD STD. N0. 2—D160 (W=3.5')
10—(SEE DETAIL ON SHEET N0:'2).
CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2—D163 (W=10')
(SEE DETAIL ON SHEET NO. 2)
1 CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2—D163 (W=21')
(SEE DETAIL ON SHEET NO. 2)
CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2-D163 (W=28')
(SEE DETAIL ON SHEET N0' 2)
1 INSTALL BRICK & MORTAR %PLUG SEE DETAIL SHEET 2
SAWCUT AND REMOVE ASPHALT
A REPLACE ASPHALT 0.6' AC OVER 0.5' AB CITRUS AVENUE ***
REPLACE ASPHALT 0.4' AC OVER 0.5' AB CATAWBA AVENUE ***
1 REPLACE ASPHALT 0.6' AC OVER 0.5' AB VALLEY BLVD. ***
CONSTRUCT 3.5' X 6' R.C.B. PER CALTRANS STD. D-80 & D-82, USE
REINFORCEMENT FOR 4 X 6 R.C.B. (SEE DETAIL ON SHEET NO. 2A)
LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2—D88
(SEE DETAIL ON SHEET NO. 28)
21 REMOVE EXIST. DRAINAGE STRUCT.
�-- REMOVE EXIST. CMP CULVERT OR CONCRETE PIPE CU1L-VER7 —
2 CONST. T.S. NO. 1 PER LACFCD STD. NO. 2—D235
(SEE DETAIL ON SHEET NO. 2A)
23 JOIN EXISTING CONCRETE CHANNEL WITH R.C.B. PER DETAIL ON
SHEET NO. 2A
I• CONSTRUCT 24" DIA. RISER (SEE SHEET NO. 2A)
25 CONSTRUCT M.H. NO. 4 PER LACFCD STD. NO. 2—D113
(SEE DETAIL ON SHEET NO. 2A)
i POTHOLE EXISTING STRUCTURE
27 REMOVE PLUG
3 CONSTRUCT J.S. N0, 4 PER LACFCD STD. NO. 2—D193
(SEE DETAIL ON SHEET NO. 2C)
29 CONSTRUCT NEW CULVERT NO. 12 PER LACRD STD. 60-12. ENTER BACK
OF CATCH BASIN (SEE DETAIL ON SHEET NO. 2B)
CONSTRUCT 18" DIA. RCP — 2000 DLOAD
31 CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2—D163 (W=14')
(SEE DETAIL ON SHEET NO. 2)
REMOVE EXISTING CONCRETE ROAD LOCATED UNDER ASPHALT WITHIN LIMITS
OF AC REMOVAL FOR CONSTRUCTION OF SCHEDULE 1 MAINLINE
33 CONSTRUCT 6' PCC SIDEWALK 4' THICK
1 REMOVE EXISTING SIDEWALK
35 CONSTRUCT PCC SIDEWALK 4" THICK
RESTRIPE EXISTING CROSSWALK IN KIND FOR FULL WIDTH OF STREET
37 RECONSTRUCT TRAFFIC SIGNAL LOOPS IN KIND
3 CONSTRUCT 24" INLET PER CALTRANS STD. D-73 TYPE G1 SEE SHT. NO. 2
39 REMOVE EXISTING CURB & GUTTER
REMOVE AND RECONSTRUCT CURB / CURB & GUTTER
41 INTERCEPT AND RE—LAY TRAFFIC SIGNAL CONDUIT AND CABLE AS NEEDED
PER CITY TRAFFIC ENGINEER'S DIRECTION, INCLUDES PULL BOXES & ALL
APPURTENANCES
CONSTRUCT LOCAL DEPRESSION NO 4 PER LACFCD STD NO 2—D415
(SEE DETAIL ON SHEET NO. 2C)
43 RECONSTRUCT SEWER LATERAL PER LACFCD STD NO 2—D250
(SEE DETAIL ON SHEET NO. 2C)
1 RESTRIPE EXISTING CENTERLINE OR LANE LINE
45 ADJUST MANHOLE TO GRADE
'> CONSTRUCT CONCRETE COLLAR PER LACFCD STD NO 2—D393
(SEE DETAIL ON SHEET NO. 2C)
47 CONSTRUCT 8' EXTRA STRENGTH V.C.P. SEWER
3 ' CONSTRUCT 8" SEWER PLUG
49 REMOVE AND DISPOSE UTILITY LINES
REMOVE EXISTING IRRIGATION LINE WITHIN LIMITS OF CATCH BASIN OR
MANHOLE AND PLUG EXISTING IRRIGATION LINE AT BOTH ENDS
LAY MON. O -PAC OVCRIAY INHERE NEEDED AS.DETENHVED IN THFP-iE- o ' 8 Y TI4E- EN011N EFR
52 PROTECT /I/ OV 41NE ?E%L 4ACFco -5TJJ riot 2 - DZS1
3 C0IY.S7-RUC7- 018" /D , &5" -'NICK s-fEEL�WALL PIPE 6F6XY •1..IAlED
S 1=9— S P EPARED UNDER THE DIRECTION OF:
No: Deseri tion:
1 4. ADDED sHr 2PER
J.P. PP R.C. 22015 DTE AND E 1 2wD efv
MY REGISTRATION EXPIRES 9-30-97 /$E55�?/D
SHEETS 1,10,1 1,12 PREPARED UNDER THE DIRECTION OF: DED R E C 0 R D D
- a� s
L. GUTIERRE'� R.C.E. 501 D E
MY REGISTRATION EXPIRES 3-31-98
UNIT
LF
QUANTITIES
*SCHEDULE 1
1 370
**SCHEDULE 2
1024
LF
39 �-
705
LF Q
1112
532
LF
---
378
LF
1304
---
LF
266
801
LF
---
876
LF
�� 300 ` _
---
LF
2 a!Qq'0
143
EA
$
12
EA
i
4
EA
---
4
EA
---
6
EA
1
2
EA
err ..
_.
W � e>)=11
EA
18 -1t4r,
6
SF
4 05
1�5, 51
TON AC
C.Y. AB
2047
8414
---
---
TON AC
C.Y. AB
---
---
449
2-77
ON AB
43
RAWI NGf DATA
LF
16
14
EA
10
16
EA
Z
1
LF
404
---
LF
15
6
EA
1:.
1
EA
3
4
EA
`.._`_ rte,,-
1
EA
4
4
EA
1
3
EA
1
1
EA
1
1
LF
21I 4
39
EA
4
---
SF
310
2615
SF
500
---
SF
1290
185
SF
520
177
LF
I" V 634 ,
_ —
EA
z6
---
EA
LF
360
235
LF
85
---
LF �
Q 585
---
EA
LF 40 20
LF 4600 ---
EA 1 1 17
EA ---
*SCHEDULE 1 — CITRUS AVENUE FROM CALTRANS CHANNEL
TO SAN BERNARDINO AVENUE MAINLINE AND
DESIGNATED LATERALS AND CATCH BASINS
SHEET NOS. 1, 2, 2A, 2B, 2C, 3, 4, 8, 91 10, 1.1, 12, 13.
**SCHEDULE 2 — CATAWBA AVENUE, AUTO CENTER PLACE,
AND AUTO MALL DRIVE MAINLINE, LATERALS
CATCH BASINS
SHEET NOS. 11 2, 2A, 2B, 2C, 5, 6, 7.
*** STRUCTURAL SECTION TO BE VERIFIED BY R VALUE TEST
CONDUCTED BY A REGISTERED SOILS ENGINEER AT THE TIME
OF CONSTRUCTION. r
NOTE: 1. SEE SHEET 2 FOR TRENCH SECTION DETAIL
2, ALL LATERALS ARE CALCULATED TO THE
CENTER OF CATCH BASIN UNLESS OTHERWISE
NOTED. CONTRACTOR TO CONSTRUCT CATCH
BASIN FLOORS TO DRAIN TO LATERAL PIPES.
LF
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AUTO
L
W
MALL
W
Q
SITE
Q
VALLEY
LS
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Q
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LS
SCHEDULE 1
Q
8 . . . . .
V) PROJECT SITE
U
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SCHEDULE 2
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PROJECT SITE
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FREEWAY 10
FREEWAY 10
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*SCHEDULE 1 — CITRUS AVENUE FROM CALTRANS CHANNEL
TO SAN BERNARDINO AVENUE MAINLINE AND
DESIGNATED LATERALS AND CATCH BASINS
SHEET NOS. 1, 2, 2A, 2B, 2C, 3, 4, 8, 91 10, 1.1, 12, 13.
**SCHEDULE 2 — CATAWBA AVENUE, AUTO CENTER PLACE,
AND AUTO MALL DRIVE MAINLINE, LATERALS
CATCH BASINS
SHEET NOS. 11 2, 2A, 2B, 2C, 5, 6, 7.
*** STRUCTURAL SECTION TO BE VERIFIED BY R VALUE TEST
CONDUCTED BY A REGISTERED SOILS ENGINEER AT THE TIME
OF CONSTRUCTION. r
NOTE: 1. SEE SHEET 2 FOR TRENCH SECTION DETAIL
2, ALL LATERALS ARE CALCULATED TO THE
CENTER OF CATCH BASIN UNLESS OTHERWISE
NOTED. CONTRACTOR TO CONSTRUCT CATCH
BASIN FLOORS TO DRAIN TO LATERAL PIPES.
LF
�V1
66
SHEET
---
1 . . . . .
EA
2
DETAIL SHEETS
---
. . . CITRUS AVENUE
LS
LS
7 . . . . .
LS
0 > • y
EA-
8 . . . . .
. . . LATERAL PROFILES
9 . . . . .
. . . CATCH BASIN DETAILS
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2002 IOWA AVE. SUITE 110
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R EVI S I Q N S
�
Engineer
City
Approval
Date: Approval
Date:
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2.7.96
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15 -
-4 -
UTILITY NOTIFICATIONS
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-7640
POWER
SOUTHERN CALIFORNIA EDISON
-7` 5'! REDWOOD AVENUE
FOAIrA AIA, CA 92 33G
A ITTN : FXAAI Sr5WAfr
(909) 357 6223
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION DIVISION
2191 E. BIRCH STREET
BREA, CA 92621
(714) 529-2:89
SOUTMM CALFOFM CAS 00.
P.O.410J� 3003BOULEVARD
798/ WE57, coGoN1A AVE.
'RFD t�AW,051 Cil .g23 73
MR. D64WIS PX2EEMA"
WA�35 - 75�?
FONTANA WATER COMPANY (OWNED BY SGVWD)
SAN GABRIEL VALLEY WATER COMPANY (SGVWD)
11142 GARVEY AVENUE
EL MONTE, CA 917:34
(818) 448-6183
CAKE:
COMCAST
1205 DUPOArrAVENUE
0/t1TAR16,, CA 9174c!
(909) 350-4739
Mk,)V_K 9AS)ES
TEIRFoe
PACIFIC BELL
r 3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 6566-5114e3
MR. LARoe'l R. 7`4A0
SAL TELEPHOM , E rt1G 1A1 EEQ/Ac.1G
/400 6. R#1,lL/i°.5 !9L UD.
PoMDit/A CA 91766
(9U9) 4&9-4,337
MR. JIM G,L}TI ER2. eZ.
IWEP.GROLM ALERT 1-800-422-4133
CITY OF
FONTANA
:!i;0 =t, -A
NOTICE TO CONTRACTOR '
THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED
BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS, TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR
STRUCTURES EXCEPT AS SHOWN ON THE MAP.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES - TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
5 MILES TO 9 MILES TO
RANCHO CUCAMONGA SAN BERNARDINO
INTERSTATE 15 INTERSTATE 215
VICINITY MAP
N.T.S.
SCHEDULE
OF DRAWINGS
SHEET
DESCRIPTION
1 . . . . .
. . . TITLE SHEET
2, 2AFZ13,2C,2U,2E,
DETAIL SHEETS
3-4 . . . .
. . . CITRUS AVENUE
5-6 . . . .
. . . CATAWBA AVENUE
7 . . . . .
. . . AUTO CENTER PLACE,
0 > • y
AUTO MALL DRIVE
8 . . . . .
. . . LATERAL PROFILES
9 . . . . .
. . . CATCH BASIN DETAILS
10-13 . .
. . . CITRUS AVENUE
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ARDINO
,
PROJECT ENGINEER
BENCHMARK:
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PK NAIL IN LEAD 6.46' WEST OF 1/V .ST tN�'oF
CML ENGINEERS, LAND PLANNERS
Drawn by.
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CITY OF FONTANA DATUM. ELEVATION = 1136.67
2002 IOWA AVE. SUITE 110
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RNERSIDE, CALIFORNIA 92507
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CONSTRtJCTu)
LATERALS
& BASINS
WITH SCHED. 2
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COUNTY OF
r . SAN BERNARDINO
rrr
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WITH SCHEDULE 1
r; CONSTRUCT CATCH
BASIN WITH SCHEDULE 2
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WITH SCHED. 2
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CALTRANS
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CIA0VA4. /S
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50/Gr/oN.
CALTRANS PERMIT NO. 08-93—N—MC-1 160 (SEE SHEETS 2, 3 & 5
W.O. NO.
COUNTY OF SAN BERNARDINO
TRANSPORTATION DEPARTMENT ROAD NO,
DESIGNED BY G.M. APP t]VED Y?
DRAWN BY R'J' LIMITS
lei
CHECKED BR.S./G.M. LANEr DEVELOPMENT ENGR. DATE
RECOMMENDED BY
COUNTY ENGINEER DATE SHEET OF
PROJECT ENGINEER
BENCHMARK:
CITY
OF FONTANA CALIFORNIA
. ... �'1�
��� A O ► L.L.
PK NAIL IN LEAD 6.46' WEST OF 1/V .ST tN�'oF
CML ENGINEERS, LAND PLANNERS
Drawn by.
R.J.
C I TR U S AV F_ N U 15 Scale:
AS SHOWN
CURB RETURN NORTHWEST CORNER OF INTERSECTION
S -1•- o R 1� D 1� A tN Pl..A N S
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
LAND SURVEYORS
Designed by:
r TITLE SHEET Date:
CITY OF FONTANA DATUM. ELEVATION = 1136.67
2002 IOWA AVE. SUITE 110
G.M.
FROM r-10 CHANNEL TO SAN BEgNA9C0INO AVRR
RNERSIDE, CALIFORNIA 92507
Checked by:
_ Dwg. No.
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