HomeMy WebLinkAbout3785-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT CITY OF FONTANA
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN N07 BE RESOLVED BY S TREET IA4PRO VEA4EN T PLA NS
REFERENCE 70 PRECEDENCE PROVISIONS IN THE 'GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, TRA CT NO �
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909)
35n -7R 1n
18. T R HALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT 68'
LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES
34' CL 34,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, 12, 22, 22' 12,
AT ALL TIMES
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. �1 6" 6" I_
1 5' 6.5' I 6.5' 5' 12"
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 12
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ® 6" CF= -.05'
LEVEL LINE
2.0%2.0%
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 2:1 'a� - 20% 20�° -1 2:1
MAX. TT%� ;Q.r%�j�✓\h. <,� MAX.
23• A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. WOODSTEAD WAY STA. 12+43.12-14+59.52 & SINGLE LEAF LANE
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON - ENTRY STREETS
INSPECT/ON OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEAVING TYP. STREET SECT/ON
IMPROVEMENTS. NTS T.1.=6.5
APN 0230-148)8
APJI 02130-•14fZ
-------------
APJI 0239-'14f02
EXISTING SUMMIT AVENUE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION EXIST. CL STREET IMPROVEMENTS PER DWG. #2682
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS WILY R/W EGDE OF PAVMNT. I S,LY R/W
26.
•
ENGR.
. CONSTRUCT/ON NOTES
QUANT/T/ES
5•
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
PROP. 6"
C. L.
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDIT/ON UNLESS OTHERWISE DIRECTED BY THE
E. C.
END CUR VE
E.P.
BLOCKWALL
CITY TRAFFIC ENGINEER.
O-
CONSTRUCT 7" AC ON 12" COMPACTED 959' NATIVE PER SOILS
107,806 S F.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
2.5' MAXFLOTL*D
SC m
REPORT RECOMMENDATION (SEE GENERAL NOTES 31 & 32).
TC=CL-0.16 1
6•
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL
RET. WALL
(PER SEPARATES
PURPOSES
I
Z
DEVICES AT ALL TIMES.
0-
4" PAVEMENT (MIN.) OVER 12" COMPACTED 95% NATIVE
219,775 S.F.
PERMIT)
REC.D G,16tu fAJl:. CL: 1D q REV, " s fl ET
�
MATERIAL (SEE GENERAL NOTES 31 & 32).
3' MIN.
7
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER
IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
3&
CONSTRUCT 8" P. C. C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
2, 343 L. F.
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING,
@-CONSTRUCT
6" P.C. C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
10, 333 L. F.
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL&
CONSTRUCT 8" TO 6" C.F. TRANSITION P.C.-C. CURB PER CITY
220 L.F.
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL
STD. PLAN NO. 1003.
JO.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
EXISTS FOR GROUND MOVEMENT.
MAX
2q
c'&G OHC. 2 p%
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER
O--
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104
2,556 S F.
9•
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
(MODIFIED "W"=10
MEANDERING
CONC
THAT PURPOSE.
a
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104
6,909 SF.
10•
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
(MODIFIED "W"=8)
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
O--
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
23 EA
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
O9 - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015.
^^
64,918 S F.
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS,
ZL 10
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005,
("W PER PLAN). E P, C , C . IA 1�l OT C O N S'I', A S 3 N 0 W g
13,758 S.F.
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
SEWER; STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS
11
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE
53 EA.
NOTICE PRIOR TO WORK AROUND THEIR FACILITIES
PER CITY STD. NOs. 109 & 130.
12
STREET NAME SIGN PER CITY STD. NO. 139.
14 EA.
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
�INSTALL
0 13
INSTALL 5800 LUMEN HPSV STREET LIGHT PER{
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
C TY STD. PLAN N0. 1016 SCE 7 S T R , L 01T N D'r Cogs-rc As S Ha kL
25 EA
REQUIREMENTS.
.
14
INSTALL 9500 LUMEN HPSV STREET LIGHT PE
13 EA
13.
CURVE DATA REFERS TO THE FACE OF CURB.
CITY STD. PLAN NO. 1016 (SCE //10).
15
INSTALL "R1 "STOP SIGN W/ LIMIT LINE & "STOP" LEGEND.
10 EA
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
16
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
8 EA.
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT
CASE A' ,CASE 'B ; OR CASE "E'; SEE DETAIL ON SHEET 13.
THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
17
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A.
8 EA
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
STD. PLAN 300-2, SEE DETAIL ON SHEET 13.
18
SAWCUT AND REMOVE EXISTING AC PAVEMENT.
9,292 S.F.
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR
19
CONSTRUCT 6" CF TEMPORARY AC BERM.
NOTIFICATION TO THE CITY ENGINEER.
1,441 L.F.
20
CONSTRUCT BARRICADE PER CITY STD. PLAN N0. 118.
3 EA.
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL
21
REMOVE AND RELOCATE EXISTING K -RAIL BARRICADE.
1 L. S.
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
22
CONSTRUCT 8 "CF CURB ONLY PER CITY STD. PLAN NO. 1003
2, 280 L.F.
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
INSTALL SLEEVING, 1-6" & 2-4'; PER CITY STD. N0. 518
MONUMENT
(CHISEL 7" ON ALL CURBS)
2
THE CONTRAC0 S
R/W R/W
18. T R HALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT 68'
LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES
34' CL 34,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, 12, 22, 22' 12,
AT ALL TIMES
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. �1 6" 6" I_
1 5' 6.5' I 6.5' 5' 12"
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 12
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ® 6" CF= -.05'
LEVEL LINE
2.0%2.0%
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 2:1 'a� - 20% 20�° -1 2:1
MAX. TT%� ;Q.r%�j�✓\h. <,� MAX.
23• A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. WOODSTEAD WAY STA. 12+43.12-14+59.52 & SINGLE LEAF LANE
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON - ENTRY STREETS
INSPECT/ON OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEAVING TYP. STREET SECT/ON
IMPROVEMENTS. NTS T.1.=6.5
APN 0230-148)8
APJI 02130-•14fZ
-------------
APJI 0239-'14f02
EXISTING SUMMIT AVENUE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION EXIST. CL STREET IMPROVEMENTS PER DWG. #2682
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS WILY R/W EGDE OF PAVMNT. I S,LY R/W
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
ENGR.
CITY
1
BEG. VER TICAL CURVE
I
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
PROP. 6"
C. L.
CENTERLINE
E. C.
END CUR VE
E.P.
BLOCKWALL
10'
10'
36'
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
2.5' MAXFLOTL*D
SC m
6'
TC=CL-0.16 1
GRADE BREAK
APPROVED.
RET. WALL
(PER SEPARATES
PURPOSES
I
Z
VARIES
ME[
REV/S/ONS TO THE PLANS TO BR/NG THEM INTO
A.Ftl
PERMIT)
REC.D G,16tu fAJl:. CL: 1D q REV, " s fl ET
�
APPR D BY .•
3' MIN.
,
8
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
�'TP
����
3785
13
1' 8" CONC. CURB
5
C/ ENG/NEER R. C. E 511 2 DATE
JO.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
2:1
MAX
2q
c'&G OHC. 2 p%
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER
AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
MEANDERING
CONC
SIDEWALK TYP. SECTION
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE SUMMIT AVENUE
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION
OF ROUGH GRADING. NTS
T.1.=9.0
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING. PROP. TR16695 FUTURE STREET
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER LOT C & E W'LY STREET IMPROVEMENTS CL IMPROVEMENTS BY OTl
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FOR LANDSCAPE R/W 92'
PURPOSES '
EXIST. 8" GONG
CURB & GUTTER
PER PLAN #2682
35. CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE 10' 12' 34' 34' 12'
CONSTRUCTION TO THE .SATISFACTION OF THE CITY ENGINEER. 0.5 34' TC=CL- .12' 34' 0.5
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF F LL PROVIDE PROP. 6' 6' 5.5' 28' 6' TR. BNDRY 6'
RECORD DRAWINGS TO THE CITY ENGINEER. � ��` L• ��� �� BLOCKWALL :1 MAX I TC C&G=TCBERM-0.5' ' \G�� EXIST. GRADE 5.5'
2.5' MAX 2
RET. WALL
I ' �•
PRIVATE ENGINEER'S NOT/CE TO CONTRACTORS C36^u37 a m (PER SEPARATE ,. 6" A.C. BERM
2% 8C&G
'`'� " 2:1 MAX.
P. P RMIT)CONC.
� 2r°
EX2.0% 2%
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURE �+
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; �qr� CIv11. �,:. y �_ "
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 0 CA IFO RECORD,.. .1 `� j� ��SEH REOANL A
THOSE SHOWN ON THESE PLANS THE CONTRACTOR lS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE1.0 L Z 1 THESE RECORD DRAWINGS HAVE BEEN PREPARED, 104�_ TVP. SECTION
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- WE DELL L . TsClgu PART, ON THE BASIS OF INFORMATION COMPILED ANDC PRESS A VENUE
SIBILI TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT MADO L E AND �4<tSO. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE NTS
SHOWN ON THESE DRAWINGS. - - RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
9',3 0 2 PI T Ts 43 URGA1 AklE - , SU17EE 230 HAVE BEEN INCORPORATED INTO THE DOCUMENTS
AS T.1. =9.0
�g�IC�D _CUCA A401"A C4.01/7-30 A RESULT THEREOF.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Q O
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, o
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DIAL TWO WORKING
ENGINEER. BEFORE DAYS BEFORE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT YOU DIG YOU DIG
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
APIA D23D-14f-�
INDEX MAP
SCALE. 1 " = 150'
R/W
SCALE IN FEET
150 300 450
2:1 I 2.07 r I i 1 2:1 /
EXIST. MAX. r f�� �Yi�`ih� ^i MAX.
MEANDERING
SIDEWALK PAPER BIRCH LN.
STA 10+00. 11+59.602, OAK LEAF LN. STA. 10+00. -13+24.17),
.PINE LEAF AV., WOODSTEAD WY. (STA. 14+59.52-18+18.852, BASSWOOD LN.,
LSTA. 10+00.00-17+50.381SUGAR MAPLE WY,(STA. 10+00.00-16+81.502, & STRONGWOOD LN.
TYP. STREET SECTION
R/W T.INT 5.5 R/W „
E'LY 60' PROP. 6" 6
R/W 30' CL 30' A. C. BERM
_I o
REV.
CRIP71ON DATE
ENGR.
CITY
DA 7E
BEG. VER TICAL CURVE
B. w
BACK SIDEWALK
C.B.
CATCH BASIN
C. L.
CENTERLINE
E. C.
END CUR VE
E.P.
EDGE PA VEMEN T
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
IN VER T
Z
)qEC. DWG -BASSWOOD LAI. L07S 13 ZO 1 p
REV/S/ONS TO THE PLANS TO BR/NG THEM INTO
A.Ftl
®
REC.D G,16tu fAJl:. CL: 1D q REV, " s fl ET
�
APPR D BY .•
10.1.04'
CYPRESS AVE.
695 ST CL/
R BNQRY
EXIST
GRADE
Q
w
HIGHLAND
BASELINE
sow
j
W
Q
j
v
0
S/ER LAKES
PARK Y
VICINITY MAP
N.TS.
LEGEND
A. C.
ASPHAL TIC CONCRETE
B. C.
BEGIN CURVE
B. V. C.
BEG. VER TICAL CURVE
B. w
BACK SIDEWALK
C.B.
CATCH BASIN
C. L.
CENTERLINE
E. C.
END CUR VE
E.P.
EDGE PA VEMEN T
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
IN VER T
0. C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R%W
RIGHT OF WAY
TAN.
TANGEN T
T. C.
TOP OF CURB
W
WID TH
I
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
>� Exp: 9-30-05
Jlj�9
INDICATES SLOPE 2: 1
AC PA VEMENT
0
REMOVAL
0
GRIND y ►;=�"=
EDGE
- - _. `..r Z.•....v�..v Vn v1YlY�S�IC�� VA1rVrY �l..l� /�1`- f��(�1,. • r
RFN INCORPORATED INTO THE DOCUMENTSAB
. W, THEREOF. IO
CITY OF FONTANA UTILITY NOTIFICATION L/STVOO 10
CITY OF FONTANA SBC
A TTN: ANTHONY SALAM A TTN: JAMES ZIELINSKI
8353 SIERRA AVENUE (714) 666-5415
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV)
A TTN: JACK JAR VIS A TTN: JACK HA YES
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92335 ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4738
EMERGENCIES. • (800) 427-2200
VERIZON
SO. CALIFORNIA EDISON COMPANY ATTN• JERRY PAUBEL
0
o�
N
0
W
m
Lo
12' 18' 18' 12' 1: 1 MAX. 7951 RED WOOD AVE. 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
�J 6" 6" If ROUGH (909) 820-5598 - UNDERGROUND (909) 469--66354
, 91766
1 5' 6.5' 1 6.5' 5' 12" GRADE LINE (909) 875-5100 - TRANSMISSIONS (909) 4
i (213) 637-1233 - PIPELINES FONTANA WATER COMPANY
12DE TAIL "A " (909) 357-6233 - DISTRIBUTION A TTN: MICHAEL J. McGRA W
� LEVEL INE ®6" CF=+o.o3- NTS 8440 NUEVO AVENUE
2'0. 2.OX .2.0% 2:1. FONTANA CA. 92335
MAX., 2.O% - - ''�'��' ��' CRAWFORD CANYON MUTUAL WATER CO. '
{r"� ��c`�'' Vii;., MAX. (909) 822-2201
I�" ' / % ' ,>� ��,�� v ATTN. BASIL J. FABRIZIO
(909) 463-9580 FAX. (909) 823-5046
CORAL WOOD PL. (STA. 10+00-15+93.242, BASSWOOD LN. (STA.8+02.56-10+00.00), Z
LANCEWOOD CT. STA. 10+00-13+37.001, SUGAR MAPLE WY. UNDERGROUND SERVICE ALERT WEST SAN BERNARDINO WATER CO.
CL
STA 16+81.50-19+56.99)& WOODSCENT CT. BENCH MARK: BASIS OF BEARINGS: (800) 422-4133 A TTN: LON LINSAI �
• # 8-17 855 W. BASELINE ROAD Z
TYP. STREET SECTION BRASS CAP /N THE CONCRETE BASE OF THE BRG. N 89.30'06" E ALONG RIALTO, CA 923.7,7 W
NTS THE SOUTH LEG OF AN SCE TOWER THE CL SUMMIT AVE. AS SHOWN W
343' NORTH OF HIGHLAND, 0.2 M/ WEST
T. 1. =5.5 OF SAN SEVAINE RD., 2.65 M/ WEST ON THE RECORD OF SURVEY p
OF SIERRA AVE. IN BOOK 35; PAGE 9. Or
ELEVA TION: if 1428.609
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
Prepared Un der The Supervision Of :
C/ T Y OF FON TA NA, CALIFORNIA
W
NOT THE TE
O COMMENCE WITH/N TWO YEARS OF DA OF
�O ,� pM�,gs '�
- s F
PREPARED /N THE OFF/CE OF
MADOLE AND A SSOC/A TES, INC.
S T REE T IMPROVEMENT PLANS
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
�� F� Z
w No. 62183 �,
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ONTARIO, CA 91761-8180
PHONE (909) 937-9151
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APRIL 2005
REV/S/ONS TO THE PLANS TO BR/NG THEM INTO
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0
Date (o • 1 .� %
CHECKED BY
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3785
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5
C/ ENG/NEER R. C. E 511 2 DATE
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