HomeMy WebLinkAbout2696-1AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
20.
CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF
UTILITY PURVEYORS: '
-CITY OF FONTANA GENERAL NOTES
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY
FOR
LOCATION BEFORE EXCAVATION AT 800-422-4133.
QUANTITY
- STREET IMPROVEMENT PLANS
1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES
m
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
1
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION).
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
COMPLETION OF PAVING,
•
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
2.
CONSTRUCTION PERMITS SHALL OBTAINED FROM THE CITY OF FONTANA
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
129. Q
,BE
ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
CUCAMO
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
COMPANIES INCLUDING, BUT -NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL,
WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610
AGENCY OR THE ENGINEER.
3.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES.
2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE
13. AS BUILT DRAWINGS SHALL BE#PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
CONTRACTOR SHALL COORDINATE .WITH THE APPROPRIATE WATER COMPANY FOR
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA
STD. DETAIL 121.
VALVE OPERATIONS AND WATER REQUIREMENTS.
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
4.
CURVE DATA REFERS TO THE FACE OF CURB.
MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
5.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
NOTED.
UNDERGROUND UTILITIES & STRUCTURES
6.
THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
-
BY THE CITY ENGINEER. i
STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF
4
17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
7.
ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
INSPECTOR.
PAVING OF STREETS.
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
-
' I
PROTECT THE UTILITIES SHOWN AND IS RESPONSIBLE FOR
8.
THE LOCATIONS `OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
ANY DAMAGE TO THESE LINES OR STRUCTURES.
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
20.
CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF
UTILITY PURVEYORS: '
ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE
1111iiii
THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY
_ PAVEMENT
LOCATION BEFORE EXCAVATION AT 800-422-4133.
QUANTITY
Q
9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES
m
BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING
4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED
AFTER ROUGH GRADING
CONTRACTOR UPON COMPLETION , OF PAVING.
ELECTRIC
1
6
10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH
ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY
GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON
}
o
COMPLETION OF PAVING,
s PA'
ENGINEER. -
E
11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO.
CITY OF
129. Q
RANCHO
RIALTO, CA. 92376
CUCAMO
12. THE' CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
22.
COMPANIES INCLUDING, BUT -NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL,
UNDERGROUND: (909) 357-6233
LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
6
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL.
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
13. AS BUILT DRAWINGS SHALL BE#PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
3
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA
STD. DETAIL 121.
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED
PIPELINES: (213) 657-1233
AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA
8
STANDARD DETAILS.
STAKING DURING CONSTRUCTION.
15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO
-
PLACING ASPHALT.
CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL.
16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO
-
ALL ADJOINING CURBS AND SIDEWALKS..
10
4
17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM
BEEN PLACED, INSPECTED AND 'APPROVED.
-
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S
REMOVE EXISTING 8" CURB & GUTTER.
INSPECTOR.
-
19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
-
PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON
ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING
PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED
8353 SIERRA AVE.
BY WATERING OR OTHER APPROVED MEANS
REMOVE EXISTING 6" CURB ONLY.
z I
HIGHLAND
isy
CITY 0
FONTANA
BASE UNE AVENUE
SI TE �
5
oo FOOTHILL AVENUE
COUNTY OF SAN BERNARDINO
VICINITY MAP
N.T.S.
4kt
i7 U a-14
SEE SHEET NO.
SEE SHEET NO. 3
.l e?lk
OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
28. THE CONTRACTOR SHALL gE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED
WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED
AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION.
29. IT SHALL BE THE RESPONSIBILITY " OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC
NOTE:
MEDIAN CONSTRUCTION CANNOT OCCUR
UNTIL CONCURRENT CONSTRUCTION OF
TRAFFIC SIGNALS IS COMPLETE.
CONTROL DEVICES AT ALL TIMES.
30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH
MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR
NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS, WHICH -WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN .BE ESTABLISHED FOR LATER REPLACEMENT OF SAID
MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
- ®RECURD DRAWING
The information on this drawing is obtained from others anc'
• must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
_- l -ground facility locations or depictions. All above group
-c' lies can be readily seen and verified by the parties th-
..4 f.1►teln earno%
Underground Service Alert
�`• eEF Doe y�
4P Gay Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
R/W
' I 6.5'
FOR
TRACT 15949, -1 & -2
20.
THE SOILS ENGINEER SHALL' CERTIFY ALL BACKFILL COMPACTION AT INTERVALS
UTILITY PURVEYORS: '
-
1111iiii
REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
_ PAVEMENT
_
QUANTITY
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY
15949-1
15949-2
OCONST.
4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED
AFTER ROUGH GRADING
IS OBTAINED. "
ELECTRIC
TELEPHONE
2
21.
ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY
SOUTHERN CALIFORNIA EDISON CO.
PACIFIC BELL
3
CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
ENGINEER. -
300 N. PEPPER AVE.
4025 LA PALMA AVE.
4
CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
80
RIALTO, CA. 92376
ANAHEIM, CA. 92807
OCONST.
22.
ADEQUATE CONTROL STAKES SHALL BE- SET BY THE ENGINEER TO ENABLE THE
UNDERGROUND: (909) 357-6233
(714) 237-6146
6
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
TRANSMISSIONS: (909) 875-5100
3
OCONST.
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA
STD. DETAIL 121.
SHALL BE RESPONSIBLE FOR THE. PRESERVATION OF BENCHMARKS AND CONTROL
PIPELINES: (213) 657-1233
ATTN: DELTA LERMA
8
CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB
REINFORCED WITH 6"x6" #10 W.W.M.
STAKING DURING CONSTRUCTION.
DISTRIBUTION: (909) 357-6233
-
9
CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL.
20,770
-
SEWER
10
23.
CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM
fzAa
-
11
REMOVE EXISTING 8" CURB & GUTTER.
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
-
CITY OF FONTANA
-
REMOVE EXISTING CONC. SIDEWALK.
ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING
SOUTHERN CALIFORNIA GAS CO.
8353 SIERRA AVE.
13
REMOVE EXISTING 6" CURB ONLY.
IMPROVEMENTS. -
1981 LUGONIA AVE.
FONTANA, CA. 92335
14
RELOCATE EXISTING PALM TREES.1
A
REDLANDS, CA 92374
(909) 350-6632
15
24.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
(909) 335-7744
ATTN: CARLOS NAVARRO
16
REMOVE EXISTING SIGN PER CITY REQUIREMENTS3
STRUCTURAL STREET SECTION SHALL BE. RECOMMENDED BY A GEOTECHNICAL
EMERGENCIES: (800) 427-2200
_
17
ADJUST EXISTING SEWER MANHOLE TO GRADE.
ENGINEERING REPORT AND SUBMITTED TO THE CITY_ OF FONTANA FOR APPROVAL UPON
-
CABLE CO.
18
REMOVE EXISTING STREET LIGHT BY SCE.
COMPLETION OF ROUGH GRADING.
_
-
19
25.
PAVEMENT STRUCTURAL` SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
WATER
COMCAST CABLE
1205 DUPONT AVE.
0
CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F.
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION
CUCAMONGA COUNTY WATER DISTRICT
ONTARIO, CA. 91761
21
INSTALL "TYPE K-1" MARKER WITH R7 SIGN PER CALTRANS STD. PLAN A73A2
OF ROUGH GRADING.
9641 SAN BERNARDINO ROAD
(909) 390-4738
2
REMOVE EXISTING BARRICADE.
_
RANCHO CUCAMONGA, CA. 91730
3
26.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
(909) 483-7440
-
CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA
STD. DETAIL 102.
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
45
44
INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A
"MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'.
DURING EXCAVATION AND GRADING.
10
6
6
27.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION ' AND PROTECTION
-
-
OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
28. THE CONTRACTOR SHALL gE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED
WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED
AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION.
29. IT SHALL BE THE RESPONSIBILITY " OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC
NOTE:
MEDIAN CONSTRUCTION CANNOT OCCUR
UNTIL CONCURRENT CONSTRUCTION OF
TRAFFIC SIGNALS IS COMPLETE.
CONTROL DEVICES AT ALL TIMES.
30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH
MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR
NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS, WHICH -WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN .BE ESTABLISHED FOR LATER REPLACEMENT OF SAID
MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
- ®RECURD DRAWING
The information on this drawing is obtained from others anc'
• must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
_- l -ground facility locations or depictions. All above group
-c' lies can be readily seen and verified by the parties th-
..4 f.1►teln earno%
Underground Service Alert
�`• eEF Doe y�
4P Gay Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
R/W
' I 6.5'
FOR
TRACT 15949, -1 & -2
BASE LINE
'26
VARIES FROM
0.93' TO 1.44' C
2%
LEVEL LINE_ _
1111iiii
8
_ PAVEMENT
QUANTITY
15949
15949-1
15949-2
OCONST.
4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED
AFTER ROUGH GRADING
61,450
36,465
46,950
2
CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3,025
2,040
2,190
3
CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
20,400
10,850
11,930
4
BASE LINE
'26
VARIES FROM
0.93' TO 1.44' C
2%
LEVEL LINE_ _
EXISTING-
A.C.
8
_ PAVEMENT
BASIS OF BEARINGS
THE BEARING SHOWN HEREON ARE
BASED ON THE NORTHWESTERLY
LINE OF PARCEL 1 BEING N43'32'00"E
PER PARCEL MAP NO. 10520 FILED
IN BOOK 121 PAGES 11 THROUGH 14,
INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO
COUNTY.
INDEX MAP
SCALE: 1 "=150'
144'
9' 1 9'
VARIES FROM -
z 4 0.95' TO 1.31'
W
vLEVEL LINE _
-- ------VARIES ------
EXISTING A.C.51f
PAVEMENT
EXISTING SECTION
BASE LINE AVENUE
N.T.S.
BENCH MARK:
TOP REINFORCING ROD IN FLOOD
CONTROL RETAINING WALL SW COR.
BANANA & FOOTHILL
#67-5
ELEV. 1214.17 9/67
1 IDELETE LYNC480tf i DECATt)R,SNTI,3,Ss6 Felt NoTEL Sa RB 2101
ITY
REVISIONS APPROVAL DATE APPROVAL DATE
R/W
6.5' 1 6' 10.5'
L eon `F2C2
NO. T
R/W
I 5'
P.U.E.I
TYP. -7'
-
SEE SHEET
N0• 2
CONSTRUCTION NOTES & QUANTITIES:
ITEM
DESCRIPTION
QUANTITY
15949
15949-1
15949-2
OCONST.
4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED
AFTER ROUGH GRADING
61,450
36,465
46,950
2
CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3,025
2,040
2,190
3
CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
20,400
10,850
11,930
4
CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
80
-
77
OCONST.
CROSS GUTTER WITH #4 BAR 0 12" O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
3
-
_
6
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
12
3
3
OCONST.
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA
STD. DETAIL 121.
4
_
1
8
CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB
REINFORCED WITH 6"x6" #10 W.W.M.
4,140
-
-
9
CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL.
20,770
-
-
10
SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
19,390
-
-
11
REMOVE EXISTING 8" CURB & GUTTER.
760
-
-
12
REMOVE EXISTING CONC. SIDEWALK.
3,220
-
-
13
REMOVE EXISTING 6" CURB ONLY.
2,010
-
-
14
RELOCATE EXISTING PALM TREES.1
-
_
15
RELOCATE EXISTING WATER METER BY FWC.
5
_
_
16
REMOVE EXISTING SIGN PER CITY REQUIREMENTS3
-
_
17
ADJUST EXISTING SEWER MANHOLE TO GRADE.
2
-
_
18
REMOVE EXISTING STREET LIGHT BY SCE.
1
_
-
19
CONST. A.C. OVERLAY. (2" MIN.)1,590
-
-
0
CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F.
190
-
-
21
INSTALL "TYPE K-1" MARKER WITH R7 SIGN PER CALTRANS STD. PLAN A73A2
-
_
2
REMOVE EXISTING BARRICADE.
2
3
INSTALL BARRICADE (TYPE 3) PER CALTRANS STD. PLAN A73C.
1
-
-
CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA
STD. DETAIL 102.
37
45
44
INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A
"MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'.
7
10
6
6
CONST. CONC. SIDEWALK PER LANDSCAPE ARCHITECT PLANS
3,300
-
-
0
CONST. CITY OF FONTANA MONUMENT SIGt4. CALL SCOTT BANGLE
PUBLIC SERVICE (909) 350-6766.
8
CONST. SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL 124-A (SIZE PER PLAN)
0
INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A
"MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'.
4
6"' rN/CM �OQCD drAMPW GONtR Vff +V11W G1r6W /Ox/O YllWM.
avess 6cxv,•'PXL7TGdAt 70 E-^'diNLAa 3tA7G^'1
-_
130
7COAI*ST*
P.U.E.
BACK OF
WALK 5 ' ' 7' 18'
2' 5
50
18'
UNIT
SF
LF
SF
LF
EA
EA
EA
SF
SF
SF
LF
SF
LF
LS
EA
EA
EA
EA
SF
LF
EA
EA
EA
EA
EA
SF
EA
EA
P.U.E.
7' TYP. 1
I
5' 2'1
I LEVEL I Uj LINEUj
F.H.. ST. LIGHT, ( ?� _+.06' _�2% 1 zy +.06' �-
SIGN, MISC. ------
CURB FACE
GUTTER UPS
SIDEWALK JOG DETAIL
N.T.S.
R/W
_ 5' - I 54'
IP.U.E.I
Tom• i 7' 1 20' 1 20'
12'. 5'
I
1 LEVEL
LINE
+.02' 2%
58'
1
50' SECTIONI 0MARYSVILLE PLHATCHER PL
LAS PALMAS DRIVE
(FROM STA. 15+68.55 TO STA. 19+68.65)
R/W
5'P.U.E17' TYP.�5' 2,+.02' r
54' SECTION LEGEND
DECATUR WAY
EFROM STA. a31Z1.96.6^STA: -x418 nj
H.P. HIGH POINT
(FROM STA. 10+30.00 TO STA. 16+53.33) T.C. TOP OF CURB ELEVATION
LAS PALMAS DR. F.S. FINISHED SURFACE ELEVATION
(FROM STA. 13+14.52 TO STA. 15+68.55)
F.L. FLOW LINE ELEVATION
R/W SHEET MATCH LINE
I ---- TRACT BOUNDARY / PROPERTY LINE
5'
P.U.EDIRECTION OF FLOW
� . ~�
7' TYP. I XXX EXISTING SPOT ELEVATION
G.B. GRADE BREAK
i
I
r2% I
CO245n--
{c Exp; 1231-9S r}
s�glFo CtVll FpP�\P f=n" CTA I DECATURTWAY A n+ r_ A r- 0
F CAt� LAS P AS DRI
(FROM STA. 10+89.00 TO STA. 12+28.50)
Qp.OFESS/p�, �❑ ❑�Hall &
SN Rp L e q� rem Inc.DRAWN BYoFEO
y z Civil Engineering - Planning - Surveying • Public Works DESIGNED BY
0 DLB & RLM
No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY
* Exp. 12/31/01 * PREPARED UNDER THE SUPERVISION OF: DLB
s9 ctviL ���'
OFF' CA1.�F�� ,A . _ 9Q JOB N0.
RICHARD L. BOWMAN R.C.E. 24573 DATE: 5195
O.C. ON CURB
B.C. BEGIN CURVE
E.C. END OF CURVE
P.R.C. POINT OF REVERSE CURVE
P.C.C. POINT OF COMPOUND CURVE
B.V.C. BEGIN VERTICAL CURVE
E.V.C. END OF VERTICAL CURVE
' M.V.C. MIDDLE OF VERTICAL CURVE
W WATER LINE
S SEWER LINE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS SCALE:
HORIZ: NO SCALE
VERT: NO SCALE
TITLE SHEET
DATE:
TRACT NO. 15949,-1, & -2 1/14/99
LPPROVED .L't�.e• ¢•Z�• 9J DR. N0. SHT. N0.
F" CITY ENGINEER R.C.E. 25126 2696 1 OF 7
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