HomeMy WebLinkAbout3943-1CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STORM DRAIN
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR F"OR
PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") ALL REFERENCE SPECIFICATIONS AND
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN ACT MAr 163'8
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAM CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION,
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER T11?A671WA10 16027
J
iL1� 285/2 28 � C'�
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED -
ONE WEEK PRIOR TO IMPLEMENTING DETOUR& IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED PARCEL VAR 1136 j/ 3 ' 2 1 > i� l� 13 stye
AGENCIES IMMEDIATELY. - - -_ — _I— _ + LOT ,4 — — ---
5
--
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY PM8 1C 66
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 2 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN — _ — _ — _. — _ — _ ____ _ _ _7AA184--A I --------------- �
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO PLACED, INSPECTED AND APPROVED.
THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) - , _ _„_� - - - -,- - - - - - - - - - - - - -1-
350-7610. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO �_
PAVING OF STREETS. 18 a 17 1 1 I I I I I R
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND _ _ _ _ o o ®®
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO _ U ® o o
LATEST NON-MIETRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC PLACEMENT. 17 e < z 18 16
ENGINEER, m o o I I I ! I I
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 76 ®® �® 15 L�1/YD & 91ATER �rQIWRAIVY
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. N - - - _ _ _ �L1F 11/� j _
32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF � 15 " ®` 14 i I i E - - - - - - I
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF THE CITY TRAFFIC ENGINEER. ® - -
INDUSTRIAL SAFETY, 20
33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF 14 `m 13 _I T_
9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. - - - - 21 �- 0 I I
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS o '
rr
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE 34 MINIMUM D -LOAD FOR ALL RCP IS 1350. 13 Q `®-'"" 12 ° 10 ' 9 ' 8 ` 7 ' 6 ' S ' 4 ' 3 '2
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN -z 22 �_®��® I�-®- -�----�H_E
®�-THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 12 pET' 3
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 23
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE
11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE ®�
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 24 9 T 1 I ! I
DETERMINE IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTORa `` ' I c �ii ► o i II�C 1
SHALL CONTACT UNDERGROUND SERVICE ALERT AT I -NO -227-2600 TWO WORKING DAYS 1fJ 9 I 1 I I , 37 + ,I� I
BEFORE EXCAVATION. ® 25 r` 26 i 27 28 i 29 ; 30 131 '132 33 0 34 s 35 i 36 i ' 3
12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES �-��--
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 6 , 5 f4 I TRACT DOUNDARY I
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, TRACT MAP 9200
STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE GIVEN ( �� ,EJB 129147-49 11 INDEX MAP I; '
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. STORM DRAIN CONSTRUCTION NOTES: NTS r
13 12" PVC
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 1 CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 (W AND V PER PLAN) - - - - - 3 EA
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE SD PIPE
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. Q CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1; CASE A AND LENGTH AS NOTED - ®- 3 EA
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE INSTALL 24" RCP (1350-D MIN.) - - - _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ - _ _ _.. _ _ _ _ - _ _ _ 139 Ll--
NOTED.
I=NOTED. INSTALL RIP RAP EROSION CONTROL SYSTEM PER SAN BERNARDINO COUNTY
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
FLOOD CONTROL DISTRICT STANDARD NO. 183-A.-®---------------------- 1 LS
EX.
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR CONSTRUCT PIPE OUTLET ON EARTHERN EROSION CONTROL SYSTEM PER SAN BERNARDINO PRpTECT 1N-PZACE z
Ld SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION COUNTY FLOOD CONTROL DISTRICT FILE SP 183-A (W=3', L=5') - ------0.16, - - - - - - -- - -- - - - 1 LS 0.16$ 0,16' SAWCUT LINE UM
CONTROL STAKING DURING CONSTRUCTION. TC PER JOIN EXISTING LLJ
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6f INSTALL 18" PVC STORM DRAIN PIPE (SDR 35)--a-________________._...®.___- 225 LF 5 2q 2% C 2`% 5 PLAN I Q
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NOTIFICATION
LIST
City of Fontana
Pacific Bell Co.
8353 Sierra Avenue
Attn: Virginia Becker
Fontana, CA 92335
3939 E. Coronado Street
(909) 350-6632
Anaheirn, CA 92807
ATTN.: BRIAN WREN
(714) 666-5467
BENCHMARK
BM #8-17 ELEV=1428.609D
DEPARTMENT OF TRANSPORTATION
DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
Underground Service Alert
So. Calif. Gas Company
(800) 2:27-2600
Attn: Dennis Freeman
1981 W. Lugonia Avenue
Comcast ( Cable TV )
Redlands, CA 92374
Attn: Jack Hayes
(909) 335-7547
1205 Dupont Ave.
Emergencies: (800) 427-2200
Ontario, CA 91761
1 LS
(909) 390-4738
So. Calif. Edison Company
300 N. Pepper Avenue
General Telephone Company
Rialto, CA 92376
Attn: Steve Hock
(909) 820-5598 - Underground
1400 E, Phillips Blvd.
(909) 875-5100 - Transmission
Ontario, CA 91766
(213) 637-1233 - Pipelines
(800) 422-4133
(909) 357-6223 - Distribution
DESIGNED BY:
ALEX. C
(800) 422-4133
Fontana Water Company
TRAFFIC INDEX = 5.5
Attn: Michael J. McGraw
Crawford Canyon Mutual Water Co. 8440 Nuevo Avenue
Attn: Bill Vanderkieft, Jr.
Fontana CA 92235
(619) 868-6040
(909) 822-2201
DWG NO.
3943
Fax: (909) 823-5046
16 CONSTRUCT HEADWALL WING -TYPE INLET STRUCTURE PER SAN BERNARDINO COUNTY STANDARD EVEL LINE" R.O.W. x� EXISTING
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR R.O.W. 2q 1,557MtN w
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ( ) R ®TWHERLY
1 EA I ' NORTHERLY 5 2�; 2o45%MAX o
209 WITH TRASH RACK (INCLINED) PER APWA STD. 361-0 - - _ _ _ _ _ _ _ - _ _ ®- - _ - , 2 4 2 ' R.O.W VA
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY ® CONSTRUCT 3' WIDE; 0,5' IN DEPTH CONCRETE PILOT LOW FLOW CHANNEL 0.5' 5° I.P.520' L 20' ..6.51540, 0,5• ' 2
MONUMENT i EES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER PER DETAIL ON SHLET 3 OF 5 ®-- - - - - - - - - - - - .-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 105 LF
OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED ASA 12' 40' 12' 0.5' 5' 6.5' 34'
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY Q CONSTRUCE CONCRETE PAVEMENT (4" THICK) FOR OVERFLOW PURPOSE - - - - - - - -° - - - - 600 SF o
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN m 64' R.O.W. 12'
P M NT F THE MONUMENT 11 N TR T 4" A VER 8" OF 95� COMPACT NATIVE SOIL PAVEMENT FOR MAINT ACCESS
M
1
e
12' 18' I
0
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS TO
EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN
ON THE PLANS.
BASIS BEARING:
polio
f 6 i I
SAWCUT LINE
TC PER, JOIN EXISTING
PLAN '.;r Pwr
Y
WESTERL5 1'22% P'VTECT 1N PZQCE
2X 2.V%MkX 2% EASTERLY
R.O.W. --� VAR. --� R.O.W.
4 � -�-j
0 2 0
0.5' S' 6.5' 22' 22' 6.5'6.51
0
12' 44' 12'
i 68' R.O.W.
CATAWBA AVENUE
(STA. 16+63.74 - STA. 19+93.59)
NTS
TRAFFIC INDEX = 6.5
(1.08%MIN) SAWCUT LINE
CONST. AC DIKE (2,08%M°Y) JOIN EXISTING
ALONG TAPER 1.72%MIN EX pwr
2,03%MAX
WESTERLY r t°�'®TECT ®N PUCE
R.O.W. NG VV ?% EASTERLY
o v.=-4R.O.W.
°� 012'-21' 130± I_ '
(VAR) 0 -9
0 12MIN ( 2A2R) MAXL 22'6.5' 5.5°'
16
12' MIN 44' 12'
0 68' R.O.W. o
CATAW BA AVENUE
(STA. '11+63.74 - STA® 16+63.74)
TRAFFIC INDEX = 6.5
NTS
BE ESTABLISHED FOR LATER RE LACE E 0
CO S UC C 0 EO
1350 SF
r-%
R ES I D E NT! A L STREET
'
0 76 ROW
o
'
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
WITHIN TWO YEARS OF THE DATE OF APPROVAL��®�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
PER DETAIL ON SHEET 3 OF 5- ---`_--_-----_---v----_- - ®®®®®� _ _ _ - `
PREPARED UNDER THE SUPERVISION OF:
FOCUS ENGINEERING, INC®
25 MAUCHLY, SUITE 317
IRVINE, CA 92618
TEL: (949) 450-0590
FAX: (949) 450-0592
DATE : 9�7
CITY OF FONTANA, CALIFORNIA
BENCHMARK
BM #8-17 ELEV=1428.609D
DEPARTMENT OF TRANSPORTATION
DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
18
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
STORM GRAIN IMPROVEMENT PLAN
(SYCAMORE LANE &ALL
RAN ®ALL AVENUE
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
INSTALL 6' CHAIN LINK FENCE AND GATE PER APWA STANDARD 600-1 - ® - ®- - - - _ ®®-
1 LS
TRACT NO. 16378
TITLE SHEETBRASS
DIANTHUS STREET)
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLE&
NTS
NTS
DESIGNED BY:
ALEX. C
DATE:
2005-09-19
TRAFFIC INDEX = 5.5
TRAFFIC INDEX = 9
19
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
CHECKED BY:
C. C. L. t
AP OV_ Y:
�-�-c-.= L , /C121/0.,
/`
.�`"
DWG NO.
3943
1
(STA. 6+60.39 TO 9+28.29)
INCLUDING ADEQUATE WATERING, AT ALL TIMM
LEGEND:
CHARLIE C. LIU, RCE: 41497
---
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NOTE:
CITY ENGINEER R. .E. 51152 DATE;
�6 Sslo)
20
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO
BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO TEE RIGHT OF WAY
QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE
TC
FL
TOP OF CURB
FLOW LINE
F
/SNC �/ 'y
��
FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION.
FS
FINISHED SURFACE
'Ilk
£.Y PW
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAI
FV
FINISHED GRADE
�� y �, I
PROTECT -/N PLACE
(-
z
"*" INDICATED THE PAVEMENT SECTION SHALL BE SUBMITTED TO SOIL ENGINEER'S
FF
FINISHED FLOOR
w 45846 c�1
SAWCUT LINE 0
2
21
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS
GF
GARAGE FLOOR
_
JOIN EXISTING 0'j
INSPECTOR,
OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC INDEX.
PAD
PAD
Ex .jZ/31/%Ci ! ,k
w
I
TW
TF
TOP OF WALL
TOP OF FOOTING
IVIL
>-
-s
X
1.55%MSN w
d
EXISTING
22
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN
H
HEIGHT
�Q'
J�qT
0
z ��
2eg5%®MAX
®
SOUTHERLY
THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK
L
LENGTH
F CA��F
--- VA
UNTIL THE SPECIFIED DENSITY IS OBTAINED.
R_
PROPERTY LINE
TCP R
--
_-
CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS:
R/W
RIGHT-OF-WAY
PLAN 2
I
23
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
(120)
RETAINING WALL
EXISTING ELEVATION
NOTE:
0.5'' 31.5'
12'
18'
i
UNDERMP41 NG STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
120
PROPOSED ELEVATION
q
ENGINEER MAY REQUIRE TEMPORARY NON-EROIDEABLE SWALES ENTERING OR LEAVING
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE
TBM
TEMPORY BENCH MARK
IIn
SECTION 4216/4217 OF THE GOVERNMENT
32' '
o
IMPROVEMENTS.
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
BM
BENCH MARK
CODE REQUIRES A DIG ALERT IDEN71FICATION
'
CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
C
CUT
NUMBER BE ISSUED BEFORE A PERMIT TO
,
X. R W
24
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FR41 BH TO
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
F
N_,�
FILL
NATURAL
EXCAVATE WILL BE VALID. FOR YOUR DIG
MATCH EXISTING CONCRETE.
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
PROPERTY LINE
ALERT ID NUMBER CALL UNDERGROUND
RAN DALL AVE N U E
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXPECTING
—
EXISTING CONTOURS
SERVICE AI_ERT
NTS
25
NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
PROPOSED CONTOURS
TOLL FREE 1-800-227-2600
APPROVAL OF THE CITY ENGINEER.
- -®
-
LIMIT OF OVEREXCAVATION
TWO WORKING DAYS BEFORE YOU DIG.
TRAFFIC INDEX = 9
CUT/FILL DAYLIGHT LINE
I
I (STA. 9+28.29 TO 11+14.12)
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS TO
EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN
ON THE PLANS.
BASIS BEARING:
polio
f 6 i I
SAWCUT LINE
TC PER, JOIN EXISTING
PLAN '.;r Pwr
Y
WESTERL5 1'22% P'VTECT 1N PZQCE
2X 2.V%MkX 2% EASTERLY
R.O.W. --� VAR. --� R.O.W.
4 � -�-j
0 2 0
0.5' S' 6.5' 22' 22' 6.5'6.51
0
12' 44' 12'
i 68' R.O.W.
CATAWBA AVENUE
(STA. 16+63.74 - STA. 19+93.59)
NTS
TRAFFIC INDEX = 6.5
(1.08%MIN) SAWCUT LINE
CONST. AC DIKE (2,08%M°Y) JOIN EXISTING
ALONG TAPER 1.72%MIN EX pwr
2,03%MAX
WESTERLY r t°�'®TECT ®N PUCE
R.O.W. NG VV ?% EASTERLY
o v.=-4R.O.W.
°� 012'-21' 130± I_ '
(VAR) 0 -9
0 12MIN ( 2A2R) MAXL 22'6.5' 5.5°'
16
12' MIN 44' 12'
0 68' R.O.W. o
CATAW BA AVENUE
(STA. '11+63.74 - STA® 16+63.74)
TRAFFIC INDEX = 6.5
NTS
A
ATCOMMENCE
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600tn.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REMSION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
WITHIN TWO YEARS OF THE DATE OF APPROVAL��®�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
eR°Elss>0�
`IN ti l%
Na 41497 m
EXP. 12/31/45
s�
7T ClV1�. ���
`� O{ CAI����
PREPARED UNDER THE SUPERVISION OF:
FOCUS ENGINEERING, INC®
25 MAUCHLY, SUITE 317
IRVINE, CA 92618
TEL: (949) 450-0590
FAX: (949) 450-0592
DATE : 9�7
CITY OF FONTANA, CALIFORNIA
BENCHMARK
BM #8-17 ELEV=1428.609D
DEPARTMENT OF TRANSPORTATION
DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
STORM GRAIN IMPROVEMENT PLAN
DRAWN BY:
J.H. LEE
TRACT NO. 16378
TITLE SHEETBRASS
SCALE:
DESIGNED BY:
ALEX. C
DATE:
2005-09-19
CHECKED BY:
C. C. L. t
AP OV_ Y:
�-�-c-.= L , /C121/0.,
/`
.�`"
DWG NO.
3943
1
CHARLIE C. LIU, RCE: 41497
11
rN'00%T' IG N A�. qAL,
*26/off
1� 1 .
CITY ENGINEER R. .E. 51152 DATE;