HomeMy WebLinkAbout3036-1CITY OF FONTANA
CITY OF FONTANA
GENERAL NOTES
GENERAL NOTES (CONT'D)
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHAD_ BE APPROVED AT
PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS
THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE
DETAILS.
THE LATEST EDITION UNLESS OTHERWISE NOTED.
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
10,314 SF
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO
2. WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN
MATCH EXISTING CONCRETE.
NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE
I
CONTRACTOR SHAD_ IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
27. THE SEWER CONTRACTOR SHAD_ STAMP AN "S" IN THE FACE OF THE CURB AT THE
RESOLUTION.
LOCATION OF THE SEWER LATERAL
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
28. NO CONCRETE SHAD_ BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
O 20' CL -0.01 = TC (47.5' R/W) 5'
PLACED, INSPECTED AND APPROVED.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
GENERAL TELEPHONE COMPANY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
29. ALL UNDERGROUND UTIUTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE
PAVING OF STREETS.
START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY UMITS. CALL (909)
1400 E PHIWPS BLVD
350-7610.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
1 2.0%`�
PLACEMENT.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
ONTARIO, CA 91766
PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS,
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION
(714) 666-5500
OF ROUGH GRADING.
6. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
WIDTH
DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
ATTN: LARRY SIGNAIGO
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION OF
oil
INDUSTRIAL SAFETY.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
(909) 820-5598 UNDERGROUND
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SOUTHERN CAUFORNIA GAS COMPANY
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
CAUFORNIA. TRENCHES LESS 'THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE
TRAFFIC ENGINEER.
POTENTIAL EXISTS FOR GROUND MOVEMENT.
8440 NUEVO AVE
(213) 637-1233 PIPELINES
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
FONTANA, CA 92335
(909) 357-6589 DISTRIBUTION
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
10 THE LOCATIONS OF UTIUTIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
RECORD, WHO SHAD_ PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE,
IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIUTIES, 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. PRIVATE ENGINEER'S NOTICE
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTY COMPANIES TO CONTRACTORS
INCLUDING, BUT NOT UMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
CONTROL AND CALTRANS. ALL UTIUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT
PRIOR TO WORK AROUND THEIR FACIUTIES. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY,
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE REAL OR AUEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE
AGENCY OR THE ENGINEER.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERUNE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE UNDERGROUND UTILITIES & STRUCTURES
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUC11ON CONTROL SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
STAKING DURING CONSTRUCTION. THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTUTES EXCEPT THOSE
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES SHOWN, AND IS RESPONSIBLE
FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL OR UABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
A RES?ULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THESE PLANS."
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 WATERING, AT ALL TIMES. BASIS OF BEARINGS:
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE
EXCEED 25 MILES PER HOUR. BETWEEN THE NW COR. SEC. 25, RK T1N (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO SAID BEARING IS N89'44'05"E AS SHOWN ON RS
BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 30/58-60.
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY BENCH MARK:
INSPECTOR.
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN #8-17. IT IS DESCRIBED AS A BRASS CAP IN THE
THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
THE SPECIFIED DENSITY IS OBTAINED. 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD. 2.65 MI WEST OF SIERRA AVE.
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
TRACT N0. 15841-1
�r
- - -
/
01/
/ /IXON I
i /•CS3
W
i '�° �• Z f H1
/• LAJ� o
Rl�-W RD DRP j M (-j 1,
A"
UTIUTY
EASEMENT
R/W
43.5' / 47.5'
UTIUTY
R/W
EASENT
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ELEVATION IS 1428.609 FEET.
I
CL
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
.5'
18' / 20'
18' / 20' 7'
TEMPORARY NON-ERODEABLE SWALES ENTERING
OR LEAVING IMPROVEMENTS.
12,080 LF
3
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
10,314 SF
4
MIN
151 EA
5
I
O U3' CL +Q03' = TC (43.5' R/W) 6'
6
CITY OF FONTANA
UTILITY NOTIFICATION
LIST
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
O 20' CL -0.01 = TC (47.5' R/W) 5'
CITY OF FONTANA
PACIFIC BELL COMPANY
GENERAL TELEPHONE COMPANY
SOUTHERN CAUFORNIA EDISON COMPANY2.0%
CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
I PUE
8353 SIERRA AVE
3939 E CORONADO ST
1400 E PHIWPS BLVD
7951 REDWOOD AVE
r
1 2.0%`�
FONTANA, CA 92335
ANAHEIM, CA 92807
ONTARIO, CA 91766
so
STREET UGHT
STA
ATTN: CARLOS NAVARRO
(714) 666-5500
(800) 422-4133
ATTN: JAIME AMESZCULA
WIDTH
wU
(909) 350-6632
ATTN: LARRY SIGNAIGO
ATTN: STEVE HOOK
(909) 357-6581
6" CONC CURB
& GUTTER 2
O
6" CONC
OO
oil
W
Q
(909) 820-5598 UNDERGROUND
SEWER UNE
CURB & GUTTER CONC
SOUTHERN CAUFORNIA GAS COMPANY
COMCAST CABLE TV
FONTANA WATER COMPANY
(9�) 820-5137 TRANSMISSIONS
47.5' RW
O SIDEWALK
43.5' RW
P.O. BOX 3003, SC8031
1205 DUPONT AVE
8440 NUEVO AVE
(213) 637-1233 PIPELINES
COUNTY OF SAN BERNARDINO
REDLANDS, CA 92373-0306
ONTARIO, CA 91761
FONTANA, CA 92335
(909) 357-6589 DISTRIBUTION
REAGAN DRIVE
REAGAN DRIVE
ATTN: RICKEY REYES
(909) 335-7508
(909) 390-4777 x3055
ATTN: JACK HAYES
(909) 822-2201
(909) 823-5046 FAX
(800) 422-4133
(STA 12+3324 to 21+78.42)
(STA 21+7&42 to 23+83.43)
(909) 335 7527 (FAX)
ATTN: AL KROHN
Ti
NTS
= 5.5
EMERGENCIES: (800) 427-2200
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
ri
UTIUTY
R/W
EASENT
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ELEVATION IS 1428.609 FEET.
I
CL
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
.5'
18' / 20'
18' / 20' 7'
TEMPORARY NON-ERODEABLE SWALES ENTERING
OR LEAVING IMPROVEMENTS.
12,080 LF
3
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
10,314 SF
4
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
151 EA
5
I
O U3' CL +Q03' = TC (43.5' R/W) 6'
6
CITY OF FONTANA
UTILITY NOTIFICATION
LIST
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
O 20' CL -0.01 = TC (47.5' R/W) 5'
CITY OF FONTANA
PACIFIC BELL COMPANY
GENERAL TELEPHONE COMPANY
SOUTHERN CAUFORNIA EDISON COMPANY2.0%
CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
I PUE
8353 SIERRA AVE
3939 E CORONADO ST
1400 E PHIWPS BLVD
7951 REDWOOD AVE
r
1 2.0%`�
FONTANA, CA 92335
ANAHEIM, CA 92807
ONTARIO, CA 91766
FONTANA, CA 92335
STREET UGHT
STA
ATTN: CARLOS NAVARRO
(714) 666-5500
(800) 422-4133
ATTN: JAIME AMESZCULA
WIDTH
wU
(909) 350-6632
ATTN: LARRY SIGNAIGO
ATTN: STEVE HOOK
(909) 357-6581
6" CONC CURB
& GUTTER 2
O
6" CONC
OO
INDICATES PROPOSED ELEVATION
W
Q
(909) 820-5598 UNDERGROUND
SEWER UNE
CURB & GUTTER CONC
SOUTHERN CAUFORNIA GAS COMPANY
COMCAST CABLE TV
FONTANA WATER COMPANY
(9�) 820-5137 TRANSMISSIONS
47.5' RW
O SIDEWALK
43.5' RW
P.O. BOX 3003, SC8031
1205 DUPONT AVE
8440 NUEVO AVE
(213) 637-1233 PIPELINES
COUNTY OF SAN BERNARDINO
REDLANDS, CA 92373-0306
ONTARIO, CA 91761
FONTANA, CA 92335
(909) 357-6589 DISTRIBUTION
REAGAN DRIVE
REAGAN DRIVE
ATTN: RICKEY REYES
(909) 335-7508
(909) 390-4777 x3055
ATTN: JACK HAYES
(909) 822-2201
(909) 823-5046 FAX
(800) 422-4133
(STA 12+3324 to 21+78.42)
(STA 21+7&42 to 23+83.43)
(909) 335 7527 (FAX)
ATTN: AL KROHN
Ti
NTS
= 5.5
EMERGENCIES: (800) 427-2200
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
D`Z wl MG- JI )Dq
COMMENCE 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.
22'
2.0%
6" CONC CURB
& GUTTER O
/QROFESS/phi\
�O �HUR
m
Z
�= No. 31681 z_-rT.1
* Exp. 12/31/04
k�.xglF � IVI `\��\Q
\ CA
STREET CONSTRUCTION NOTES & QUANTITIES
REM
DESCRIPTION
QTY.
1
CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
237,526 SF
2
CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003
12,080 LF
3
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
10,314 SF
4
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
151 EA
5
CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
69,695 SF
6
CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006
20 EA
7
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
27 EA
8
CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
3 EA
9
CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
5,060 SF
10
CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 (W=PER PLAN) *
3 EA
11
REMOVE EXISTING BARRICADE
3 EA
*SEE SHEET NO. 9
58.5'
IL
BACK OF
WALK
Y
0 W F.H., ST. UGHT
In SIGN, MISC.
co U5
CURB FACE
GUTTER UP
SDEWALK JOG DETAIL
SCALE 1 "=6'
111
22'
CL-0.05'=TC
72'
CL
22' -I-
1 2.0%
6" CONC CURB
CONC & GUTTER O
SIDEWALK05
/ Gam, GP5
15 / OF �• �,P�'
,FONTANA c,•
SUMMIT AVE.
BEGIN CURVE
INDEX OF SHEETS
SHEET
DESCRIPTION
1
OF
9
TITLE SHEET
2
OF
9
ROOSEVELT DRIVE
3
OF
9
REAGAN DRIVE
4
OF
9
REAGAN DRIVE & HOOVER LANE
5
OF
9
NIXON WAY & MONROE COURT
6
OF
9
MADISON LANE & JEFFERSON COURT
7
OF
9
HAMILTON LANE & COOLIDGE COURT
8
OF
9
FILLMORE WAY
9
OF
9
BUCHANAN LANE & FORD WAY
58.5'
IL
BACK OF
WALK
Y
0 W F.H., ST. UGHT
In SIGN, MISC.
co U5
CURB FACE
GUTTER UP
SDEWALK JOG DETAIL
SCALE 1 "=6'
111
22'
CL-0.05'=TC
72'
CL
22' -I-
1 2.0%
6" CONC CURB
CONC & GUTTER O
SIDEWALK05
/ Gam, GP5
15 / OF �• �,P�'
,FONTANA c,•
SUMMIT AVE.
BEGIN CURVE
SUMMIT AVE.
BEGIN VERTICAL CURVE
BCR
BF
PROJECT
CATCH BASIN
CL
G� 19
SITE
END CURVE
ECR
ti
o
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VER11CAL CURVE
FL
FQ"
W
FINISHED SURFACE
GB
GRADE BREAK
W
HIGH POINT
INT
INTERSECTION
Of
LOW POINT
a
MIDDLE OF VERTICAL CURVE
O CURTIS
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
LU AVE.
RIGHT OF WAY
SL
STREET UGHT
STA
STATION
TC
TR 15841
W
WIDTH
wU
WESTERLY
V
VERTICAL DEPTH
=
V
LN
450.00
INDICATES PROPOSED ELEVATION
W
Q
S
SEWER UNE
SD
�m
1
OC
ON CURB
H
HEIGHT (ADDITIONAL OPENING)
R/W
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP LEGEND
NTS
R/W
22' 6' 8' 1
CL -0.05' - TC 5.
2.0% PUE
2_0%
_J
6" CONC
CURB & GUTTER CONC
72' RW OO SIDEWALK
MOON WAY & FORD WAY
NTS
71- 6.5
R/W
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURB RETURN
CB
CATCH BASIN
CL
CENTERUNE
EC
END CURVE
ECR
END CURB RETURN
ECY
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VER11CAL CURVE
FL
FLOW UNE
FS
FINISHED SURFACE
GB
GRADE BREAK
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
SL
STREET UGHT
STA
STATION
TC
TOP OF CURB
W
WIDTH
WILY
WESTERLY
V
VERTICAL DEPTH
450.
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER UNE
S
SEWER UNE
SD
STORM DRAIN LINE
OC
ON CURB
H
HEIGHT (ADDITIONAL OPENING)
R/W
50' 54'
R/W I 7' 18' / 20' CL 18' / 20' 70
I 6' O U3' CL +0.03' = TC (50' RAN) 6'
14' I
.
691 8' 1 5'
PUE
r
t
_J
O6" CONC
CURB & GUTTER CONC
[5' O 20' CL -0.01' = TC (54' R/W) 5'
PUEI 2.0� 2.0% IPUE
�- 2.0% - - I 2.0%
L 6" CONC CURB 6" CONC J
CONC & GUTTER O O CURB & GUTTER CONC
SIDEWALKOS W RW O SIDEWALK
O
58.5' RW SIDEWALK
REAGAN DRIVE
(STA 10+00.00 to 12+3324)
Ti NT 6.5
o❑ o�
H
m
1"e�h Inc.
�❑ Civil Engineering • Planning • Surveying - Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669 " 909-982-7777
PREPARED UNDER THE SUPERVISION OF:
a9f 60342
HAROLD A. GARCELON R.C.E. 31681 DATE:
MOMOE COURT, "FERSON COURT & COOL[M COURT
54' RW
ROOSEVELT DRIVE, HOOVER LANE, MADISON LAPS,
HAM LTON LAPS, BLX>YMN LANE & FLLMORE WAY
NTS '
Ti = 5.5
CITY OF FONTANA, CALFORNA
SUMMIT HEIGHTS II
AWN BY -SCALE: -STREET LIT OVEAIENT PLANS
MSM & MFP �1"=40' `
■ FTLE SHEET 10
@MPK TRACT =41-1 A�11-16-01 `
CHECKED BY: 0 BY: WG NO.:
RL - 4;, 1
L
CITY ENGINEER R.C.E. 51152 DATE: 9