HomeMy WebLinkAbout3864-1-CITY OF FONTANA
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). STREET IMPR 0 VEMEN T PL A NS
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 RESOLVEDTRA C T 16870
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BY REFERENCE TO PRECEDENCE PROVISIONS IN THE GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY
ASPHAL TIC CONCRETE
�- I I - T^
REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
E.P.
B. C.
0
Cl T Y OF FONTANA UTIL /T Y NO TIF/CA TION LIS T
J.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
CITY OF FONTANA ADELPHIA (CABLE TV)
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
ATTN: BRIAN WREN ATTN. JACK HAYES
CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" NATIVE MATERIAL
REQUESTED AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY
8353 SIERRA AVENUE 1205 DUPONT AVENUE
92J35
FONTAN350C
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
(909) 6632 ONTARIO, CA. 91761
60,810 S.F.
(909) 390-4738
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED
SO. CALIFORNIA GAS COMPANY
DA TE.-
OCT 2005
IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE
ATTN. JACK JARVIS VERIZON
16231 VALLEY BLVD.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
DIRECTED BY THE CITY TRAFFIC ENGINEER.
ATTN. JERRY PAUBELFONTANA, CA. 92335 1400 E. PHILLIPS BLVD.
6.
/T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
909 428-8411 POMONA, CA. 91766
EMERGENCIES. (800) 427-2200
4 EA.
TRAFFIC CONTROL DEVICES AT ALL TIMES.
() 909 469-6327
O
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002.
SO. CALIFORNIA EDISON COMPANY
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET
7951 REDWOOD AVE. FONTANA WATER COMPANY
FONTANA, CA. 92335
" PER PLAN.
OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
(909) 820-5598 - UNDERGROUND ATTN: MICHAEL J. McGRAW
OBTAINED.
(909) 875-5100 - TRANSMISSIONS 8440 NUEVO AVENUE
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED BY
(213) 637-1233 - PIPELINES FONTANA, CA 92335
O
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
(909) 357-6233 -DISTRIBUTION TEL: (909) 822-2201
24.
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5046
ON PLAN.
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
ATTN. BASIL J. FABRIZIO
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
(909) 463-9580 WEST VALLEY WATER DISTRICT
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATEWEST
SAN BERNARDINO WATER ATTN. LON TSAI
_
PERMIT FOR THAT PURPOSE.
UNDERGROUND SERVICE ALERT 855 W. BASELINE ROAD
(800) 422-4133 RIALTO, CA 92377
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL
SBC
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION
A TTN: JAMES ZIELINSKI
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
1265 N. VAN BUREN STREET
O8
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
SUI TE 180
26.
EXCAVATION.
ANAHEIM, CA 92807
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED
(714) 666-5415
CONCRETE.
IC, CABLETREFLOOD LEVIION
TO, GAS, TELEPHO,RECLAIMED
DOMESTIC RBE
IGATIONCOMPANIES
NSEWER,C CAND APIGCALTRANSA
PRI VA TE ENGINEER'S NOT/CE TO CONTRA C TORS
16 E.A.
WATER, STORM DRAIN, ALLNDSCPE)RUTILITY SHALL
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
10
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
LATERAL.
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
12.
1HE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
OPERATION AND WATER REQUIREMENTS.
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
CONNECTION AS NECESSARY.
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
13.
CURVE DATA REFERS TO THE FACE OF CURB.
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN
REMOVE EX/ST/NG BULKHEAD.
3 EA.
ON THESE DRAWINGS.
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
CONSTRUCT WQMP INLET PER DETAIL ON SHEET J. 4 EA. LANDSCAPE
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
Lor
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES
ENGINEER.
AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM
12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE
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WATERING, AT ALL TIMES.
ASPHAL TIC CONCRETE
�- I I - T^
PORTLAND CEMENT CONCRETE
E.P.
B. C.
0
CONS TRUC TION NOTES
QUANTITIES
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
BEG. VERTICAL CURVE
R/W
RIGHT OF WAY
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
HOUR.
O
CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" NATIVE MATERIAL
TANGENT
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
CATCH BASIN
COMPACTED TO 957. (SEE GENERAL NOTES 31 & 321.
60,810 S.F.
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
O2
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
2,935 L.F.
DA TE.-
OCT 2005
WRITTEN APPROVAL.
O3
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
9,J48 S F.
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
4 EA.
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
O
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002.
1'
UPDATE CITY STANDARD CALL OUTS.
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
uIL �
" PER PLAN.
6,372 S F.
2:1
OBTAINED.
it ♦
1
O
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 CASE B AND DETAIL
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
ON PLAN.
3 EA.
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
LEVEL LINE
LEVEL UNE
•
WATERING, AT ALL TIMES.
ASPHAL TIC CONCRETE
�- I I - T^
PORTLAND CEMENT CONCRETE
E.P.
B. C.
0
CONS TRUC TION NOTES
QUANTITIES
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
BEG. VERTICAL CURVE
R/W
RIGHT OF WAY
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
HOUR.
O
CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" NATIVE MATERIAL
TANGENT
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
CATCH BASIN
COMPACTED TO 957. (SEE GENERAL NOTES 31 & 321.
60,810 S.F.
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
O2
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
2,935 L.F.
DA TE.-
OCT 2005
WRITTEN APPROVAL.
O3
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
9,J48 S F.
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
4 EA.
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
O
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002.
1'
UPDATE CITY STANDARD CALL OUTS.
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
uIL �
" PER PLAN.
6,372 S F.
2:1
OBTAINED.
O
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 CASE B AND DETAIL
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
ON PLAN.
3 EA.
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
LEVEL LINE
LEVEL UNE
SWALES ENTERING OR LEAVING IMPROVEMENTS.0
_
ADJUST MANHOLE/C.O. AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS 2000 & 6000 MH 8/1
C. 0./ WV 10 EA.
25.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
O8
INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
4 EA.
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
O9
INSTALL STREET LIGHT, KING LUMINAIRE // K118 -EAR -11-150 HPS-
`\ \
CONCRETE.
& GUTTER
K16-HSS-TS-PR-ED/SON LEXAN LEXAN NOSTALGIC POLE (HEIGHT=14.5)
16 E.A.
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
10
REMOVE EXISTING BARRICADE
1 EA.
LATERAL.
11
0
CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2. "W" "V" PER PLAN.
3 EA.
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
T. I. = 6.5
VERIFY LOCATION & ELEVATION OF EXIST. S.D. TRIM OR EXTEND EXIST. PIPE
AND APPROVED.
CONNECTION AS NECESSARY.
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PAVING OF STREETS.
12
REMOVE EX/ST/NG BULKHEAD.
3 EA.
2 13
CONSTRUCT WQMP INLET PER DETAIL ON SHEET J. 4 EA. LANDSCAPE
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
LEGEND
LETTERED
_\31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
Lor
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING
PCC
I 15'
•
A. C.
ASPHAL TIC CONCRETE
�- I I - T^
PORTLAND CEMENT CONCRETE
E.P.
B. C.
BEGIN CURVE
(R)
RIDGE LINE
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
B. V.C.
BEG. VERTICAL CURVE
R/W
RIGHT OF WAY
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
B. W.
BACK SIDEWALK
TAN.
TANGENT
APPROVAL UPON COMPLETION OF ROUGH GRADING.
C.B.
CATCH BASIN
T. C.
TOP OF CURB
CONC. -J
SIDEWALK
1_ 10
0.5'I 4'
[[�27
CONC. -,
SIDEWALK
WEST
R/W
2328
2229
21 30
31
34
33
32
S, r rDISOW r?IYY
-----
------------------
------------
0000 --
rr?rlrr I6'r r
INDEX MAP
SCALE: 1" = 750'
R/W
60 I
CL
20'
cc UU/ /L/T
60' TYP/CAL SEC TION (PRI VIA TE)
FAN PALM STREET
TYPICAL SECTION
T. I. = 5.5
STA. 12+79.42 TO 16+13.42
NOT TO SCALE
56'
10 -1
-4410 �0.5'
i=`'' CONC.
SIDEWALK
CONC. CURB
& GUTTER
R/W
CL I
18 18 10
4' 0.5'
AC PVMNT o
27 ?% I I
0 Iii i- I i i I- r' CONC.
SIDEWALK
CONC. CURB CONC. CURB
& GUTTER & GUTTER
S6' TYP/CAL SEC TION (PRI VIA TE)
FAN PALM STREET
STA. 11+17.32 TO 11+92.42
SLOW/K COURT, HARTNESS COURT
AND REBECCA WAY
TYPICAL SECTION
T.I. = 5.5
NO T TO SCALE
30'
10' 20'
VARIES
MIN. =4'
C.L. CEN TERL INE W WlD TH 5:1 SLOPE _ _ �: MAX. =13' o
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
E. C.
END CURVE V VERTICAL DEPTH
�- I I - T^
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
E.P.
EDGE PA VEMENT
LANDSCAPE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
E. G.
EDGE GRADE (590.69) INDICATES EXISTING ELEVATION
MEANDER/NG
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
E. V. C.
END VERTICAL CURVE 590.69 INDICATES PROPOSED ELEVATION
SIDEWALK PROP. CONC,
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
F.L.
FLOW LINE
CURB & GUTTER
F,JAVAVJ,JAVAVJA",JAVAYAVJ,JAVJJAV,JAVAW
TOL. FREE -"mmI-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
60'
CL
30'
20' 10'
MIN. =8' VARIES
22v MAX. =17' 2�
60' TYPICAL SECT/ON A (PRIVATE)
N.TS.
PARKS/DE WAY
STA. 13+62.10 TO 16+89.27
T. 1. = 5.5
EAST
R/W
LANDSCAPE
LETTERED LOT
EXIST
GROUND
R/W
R/W
F
1_ 12'
.5'I 5 6.5'
2:1
MAX.
I
29'_
CONC.
SIDEWALK
MEET EXIST
GROUND
45'
6' 5' 6'
8'
ISLAND/
27 - PARK/NC
C nT - - - -
SIDEWALK CURB & -
GUTTER
R/W
6' 5' 6'
LANDSCAPE 1
LETTERED I Zq
15'LOT
7 - SIDEWALK CURB &
GUTTER
1 SLOPE
VICINITY MAP
NOT TO SCALE
F.S
FINISH SURFACE
INDICATES SLOPE 2. 1
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
G.B.
GRADE BREAK
LANDSCAPE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
H.P.
HIGH POINT
® AC PAVEMENT
LETTERED LOT
INV.
INVERT
0 REMOVAL
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
0. C.
ON CURVE
® GRIND
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
12'
1 10'
F,JAVAVJ,JAVAVJA",JAVAYAVJ,JAVJJAV,JAVAW
TOL. FREE -"mmI-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
60'
CL
30'
20' 10'
MIN. =8' VARIES
22v MAX. =17' 2�
60' TYPICAL SECT/ON A (PRIVATE)
N.TS.
PARKS/DE WAY
STA. 13+62.10 TO 16+89.27
T. 1. = 5.5
EAST
R/W
LANDSCAPE
LETTERED LOT
EXIST
GROUND
R/W
R/W
F
1_ 12'
.5'I 5 6.5'
2:1
MAX.
I
29'_
CONC.
SIDEWALK
MEET EXIST
GROUND
45'
6' 5' 6'
8'
ISLAND/
27 - PARK/NC
C nT - - - -
SIDEWALK CURB & -
GUTTER
R/W
6' 5' 6'
LANDSCAPE 1
LETTERED I Zq
15'LOT
7 - SIDEWALK CURB &
GUTTER
1 SLOPE
VICINITY MAP
NOT TO SCALE
45'
24' 24'
4' 4'
27 ►.�r- r r�i � 27
90' T YPICAL SEC TION (PRI VA TE)
N. TS.
PA RKHOUSE DRIVE
T. L = 5.5
90'
CL
23' 1 10' 1 23
5' 1 5'
90' T YPICAL SEC TION (PRI VA TE)
N.TS.
PA RKSIDE WAY
STA. 10+54.22 TO 12+62.15
Tl = 55
MEANDER/NG ' '
PROP. CONC. SIDEWALK
CURB & GUTTER
BENCH MARK: # 8-17 BASIS OF BEARINGS.
BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 MSWEST AS SHOWN ON TR. N0.
45'
6' 5' 6'
8'
ISLAND 1
PARK/NG
.-------- 2�_T�------rr�
45'
CURB &
GUTTER
SIDEWALK
R/W
6' 5' _ 6'
1
27
`-SIDEWALK
CURB &
GUTTER
Z
CL
W
W
OF SAN SEVAINE RD., 2.65 M/ WE T
EDGE OF PA VEMENT OF SIERRA AVE 16427-1, M.B. 296/7-11. 1
ELEVA TION: 1428.609
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE C/ T Y OF FONTANA
CALIFORNIA
R/W
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE bV/ TH COND/T/ONS AND STANDARDS /N EFFECT.
oil
��°PR �- / �F
20 `SG �Z
w No. 36637 ci
* Exp: 06-30-12 *
�� \P
C/VIIiREVISIONS
CA
LANDSCAPE
68'
W
O
0
N
co
PR/ VA TE S T REE T /I MPRO VEMEN T PLANS
LETTERED LOT
CL
DRAWN BY
DM/CV
T/TLE SHEET
A NO. 16870
SCALE.•
AS SHOWN
22'
22'
12'
1 10'
DESIGNED BY
EF
DA TE.-
OCT 2005
6.5'
I
5' .5'
CHECKED BY
SCL
�G�
A PROVED _
�• r
DRAWING NO.
3864
'
4
ADD WQMP INLET
q 01
1'
UPDATE CITY STANDARD CALL OUTS.
1 /10
uIL �
� �tsll I
2:1
MAX.
LEVEL LINE
LEVEL UNE
_
-� - CONC.
PROP. CONC.
PROP.
CONC. SIDEWALK
`\ \
CURB & GUTTER CURB
& GUTTER
MEET EXIST.
KNOX A VENUE (PUBLIC)
GROUND
TYPICAL SECT/ON
T. I. = 6.5
STA. 53+53.33 TO 98+84.86
NOT TO SCALE
CL
__
R! W
45'
24' 24'
4' 4'
27 ►.�r- r r�i � 27
90' T YPICAL SEC TION (PRI VA TE)
N. TS.
PA RKHOUSE DRIVE
T. L = 5.5
90'
CL
23' 1 10' 1 23
5' 1 5'
90' T YPICAL SEC TION (PRI VA TE)
N.TS.
PA RKSIDE WAY
STA. 10+54.22 TO 12+62.15
Tl = 55
MEANDER/NG ' '
PROP. CONC. SIDEWALK
CURB & GUTTER
BENCH MARK: # 8-17 BASIS OF BEARINGS.
BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 MSWEST AS SHOWN ON TR. N0.
45'
6' 5' 6'
8'
ISLAND 1
PARK/NG
.-------- 2�_T�------rr�
45'
CURB &
GUTTER
SIDEWALK
R/W
6' 5' _ 6'
1
27
`-SIDEWALK
CURB &
GUTTER
Z
CL
W
W
OF SAN SEVAINE RD., 2.65 M/ WE T
EDGE OF PA VEMENT OF SIERRA AVE 16427-1, M.B. 296/7-11. 1
ELEVA TION: 1428.609
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE C/ T Y OF FONTANA
CALIFORNIA
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE bV/ TH COND/T/ONS AND STANDARDS /N EFFECT.
oil
��°PR �- / �F
20 `SG �Z
w No. 36637 ci
* Exp: 06-30-12 *
�� \P
C/VIIiREVISIONS
CA
Prepared Under The Supervision Of :
PREPARED /N THE OFF/CE OF*
MADOLE AND A SSOC/A TES, INC.
9302 PITTSBURGH AVE., SU/TE 230
RANCHO CUCAMONGA, CA 91730
PHONE (9 1 481-6322
? e .4
'11.1
RCE ss 7 EXP. 6-3 -1
wENDELL L. /WA TSURU
W
O
0
N
co
PR/ VA TE S T REE T /I MPRO VEMEN T PLANS
DRAWN BY
DM/CV
T/TLE SHEET
A NO. 16870
SCALE.•
AS SHOWN
DESIGNED BY
EF
DA TE.-
OCT 2005
CHECKED BY
SCL
�G�
A PROVED _
�• r
DRAWING NO.
3864
'
4
ADD WQMP INLET
q 01
9 �S
UPDATE CITY STANDARD CALL OUTS.
1 /10
uIL �
� �tsll I
lTY ENG/NEER R.C.E. 51152 DATE