HomeMy WebLinkAbout2699-1CITY OF FONTANA GENERAL NOTES
FOR
STREET IMPROVEMENT PLANS
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 LATEST EDITION).
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY
WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATIONS AND WATER REQUIREMENTS.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
NOTED.
6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED
BY THE CITY ENGINEER.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF
ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE
THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY
LOCATION BEFORE EXCAVATION AT 800-422-4133.
9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES
BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING.
10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH
GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO.
129.
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL,
LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED
AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA
STANDARD DETAILS.
15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO
PLACING ASPHALT.
16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO
ALL ADJOINING CURBS AND SIDEWALKS.
17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S
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
PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED
BY WATERING OR OTHER APPROVED MEANS.
20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS
REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY
IS OBTAINED.
21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY
ENGINEER.
22. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL
STAKING DURING CONSTRUCTION.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON
COMPLETION OF ROUGH GRADING.
25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION
OF ROUGH GRADING.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
DURING EXCAVATION AND GRADING.
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 BE 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 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.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
UNDERGROUND UTILITIES & STRUCTURES
N
Q
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN AND IS RESPONSIBLE FOR
ANY DAMAGE TO THESE LINES OR STRUCTURES.
VICINITY MAP
N.T.S.
UTILITY PURVEYORS:
ELECTRIC
SOUTHERN CALIFORNIA EDISON CO
300 N. PEPPER AVE.
RIALTO, CA. 92376
UNDERGROUND: (909) 357-6233
TRANSMISSIONS: (909) 875-5100
PIPELINES: (213) 657-1233
DISTRIBUTION: (909) 357-6233
GAS
SOUTHERN CALIFORNIA GAS CO.
1981 LUGONIA AVE.
REDLANDS, CA 92374
(909) 335-7744
EMERGENCIES: (800) 427-2200
SHEET 3
SHEET 6
TELEPHONE
PACIFIC BELL
4025 LA PALMA STREET
ANAHEIM, CA. 92807
(714) 237-6146
ATTN: DELIA LERMA
SEWER
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA. 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
CABLE CO.
WATER COMCAST CABLE
CUCAMONGA COUNTY WATER DISTRICT 1205 , CA. AVE.
9641 SAN BERNARDINO ROAD ONTARIO, 91761
RANCHO CUCAMONGA, CA. 91730 (909) 390--44 738
(909) 483-7440
Underground Service Alert
&Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG J
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.
REVISIONS
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
TRACT 15957 & -6
SHEET 2
INDEX MAP
SCALE: 1"=150'
BENCH MARK:
TOP REINFORCING ROD IN FLOOD
CONTROL RETAINING WALL SW COR
BANANA & FOOTHILL
#67-5
ELEV. 1214.17 9/67
AA 1 11-04 1 FH 1 tw"3/4
APPROVAL DATE
GUTTER UPJ
SIDEWALK JOG DETAIL
N.T.S.
)F
T 5
CONSTRUCTION NOTES & QUANTITIES:
QUANTITY
LEVEL
ITEM
DESCRIPTION
UNIT
15957
15957-6
OCONST.
4" MIN. A.C. OVER 6" A.B. • FINAL SECTION TO BE
80,520
52,500
SF
DETERMINED AFTER ROUGH GRADING
HIGHLAND
AVENUE
y
2
xx
a
2,600
LF
Vr
CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
YJ
6
2
SF
15
W
THRU 11+31.00
LEGEND:
F
W
W
CITY 0
a
3
o
5
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
FONTANA
w
EA
TRACT BOUNDARY / PROPERTY LINE
S. PACIFIC
RAILROAD
W
6
A
IENUE
EASELINE
o
BASELINE AVENUE
STD. DETAIL 121.
CITY
OF
EA
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
RANCHO
E.V.C.
END OF VERTICAL CURVE
5800 LUMEN COBRAHEAD CUT-OFF LUMINARE„ MOUNTED ON
8
12
CUCAMONGA
OINSTALL
A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'
d
NUE
SITE=
a
8
SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
-
260
SF
9
REMOVE EXISTING 8" CURB & GUTTER.
-
105
LF
W
REMOVE EXISTING CONCRETE SIDEWALK.
-
420
af
11
U
49
48
EA
STD. DETAIL 102.
FOOTHILL
AVENUE
12
CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL
COUNTY
OF SAN
BERNARDINO
13
INSTALL 16,000 LUMEN COBRAHEAD CUT-OFF LUMINARE„ MOUNTED
1
-
EA
ARR W HI WI
ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'
VICINITY MAP
N.T.S.
UTILITY PURVEYORS:
ELECTRIC
SOUTHERN CALIFORNIA EDISON CO
300 N. PEPPER AVE.
RIALTO, CA. 92376
UNDERGROUND: (909) 357-6233
TRANSMISSIONS: (909) 875-5100
PIPELINES: (213) 657-1233
DISTRIBUTION: (909) 357-6233
GAS
SOUTHERN CALIFORNIA GAS CO.
1981 LUGONIA AVE.
REDLANDS, CA 92374
(909) 335-7744
EMERGENCIES: (800) 427-2200
SHEET 3
SHEET 6
TELEPHONE
PACIFIC BELL
4025 LA PALMA STREET
ANAHEIM, CA. 92807
(714) 237-6146
ATTN: DELIA LERMA
SEWER
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA. 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
CABLE CO.
WATER COMCAST CABLE
CUCAMONGA COUNTY WATER DISTRICT 1205 , CA. AVE.
9641 SAN BERNARDINO ROAD ONTARIO, 91761
RANCHO CUCAMONGA, CA. 91730 (909) 390--44 738
(909) 483-7440
Underground Service Alert
&Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG J
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.
REVISIONS
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
TRACT 15957 & -6
SHEET 2
INDEX MAP
SCALE: 1"=150'
BENCH MARK:
TOP REINFORCING ROD IN FLOOD
CONTROL RETAINING WALL SW COR
BANANA & FOOTHILL
#67-5
ELEV. 1214.17 9/67
AA 1 11-04 1 FH 1 tw"3/4
APPROVAL DATE
GUTTER UPJ
SIDEWALK JOG DETAIL
N.T.S.
)F
T 5
CONSTRUCTION NOTES & QUANTITIES:
QUANTITY
LEVEL
ITEM
DESCRIPTION
UNIT
15957
15957-6
OCONST.
4" MIN. A.C. OVER 6" A.B. • FINAL SECTION TO BE
80,520
52,500
SF
DETERMINED AFTER ROUGH GRADING
2
CONST. 6" CURB & GUTTER PER CITY Or FONTANA STD. DETAIL 101.
4,050
2,600
LF
3
CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
21,100
14,300
SF
4
CONST. CROSS GUTTER WITH #4 BAR 0 12" O.C. BOTH WAYS
THRU 11+31.00
LEGEND:
H.P.
HIGH POINT
IN GUTTER PORTION. (SIZE PER PLAN)
2
3
EA
5
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
6
6
EA
TRACT BOUNDARY / PROPERTY LINE
XX.X
DIRECTION OF FLOW
EXISTING SPOT ELEVATION
6
CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA
O.C.
ON CURB
o
BEGIN CURVE
STD. DETAIL 121.
-
3
EA
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
BEGIN VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
5800 LUMEN COBRAHEAD CUT-OFF LUMINARE„ MOUNTED ON
8
12
m
EA N
OINSTALL
A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'
d
a
8
SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
-
260
SF
9
REMOVE EXISTING 8" CURB & GUTTER.
-
105
LF
10
REMOVE EXISTING CONCRETE SIDEWALK.
-
420
SF
11
CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA
49
48
EA
STD. DETAIL 102.
12
CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL
-
230
SF
13
INSTALL 16,000 LUMEN COBRAHEAD CUT-OFF LUMINARE„ MOUNTED
1
-
EA
ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'
L
q Q, RECORD DRAWDN1
Bo�y��"yc
No. ale W mletion on this dtrawing is obtained hem ofts
must 0 verified in the field by anyolA prior to use r
uslcs constriction. HALL & FOREV4N, INC. is not responsible f.,
F nderground facility locations or depictions. All above gral:
OF CA�,FOP facilities can be readily seen and verified by the P4% t .. .
intend to use same.
Q(tOFEL O?k
F� Ro e Nql
� i z
Or-, No. 24573 :_O
* Exp. 12/31/01
OF ICALp��\P
DATE
R/W
5' ` 54
rP.U.E.I
TYP•T 20'
2, 5, -
I
I � I
I LEVEL
i ---LINE
1 I 2% +.02 2%
R/W
5' I
P.U.E.-.=U-.E.�-
TYP. 1 7'
2' 5'
I
I I
1 12%
moor Hail & Fbreman Inc.
■■ r I Civil Engineering • Planning • Surveying • Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777
PREPARED UNDER THE SUPERVISION OF:
RICHARD L. BOWMAN R.C.E. 24573 DATE:
54' SECTION
20'
+.02'
N.T.S.
WILDERNESS WAY
SHILOH WAY
SUMTER STREET
CUMBERLAND PLACE
GETTYSBURG STREET
FROM STA. 12+21.00 THRU 18+55.06
VICKSBURG PLACE
58'
20'
R/W
� P.U.E.
7' TYP.
2, I
I
i
i
27 I 1
R/W
T.U.E
P
7' ; TYP..
5' 2'
I
LEVEL
i
i
1
- --_.os_
--------------------
---------------------------
------------------------------------------------------------
------- ----------------- 3
58' SECTION 2
N.T.S.
GETTYSBURG
STREET
FROM STA. 10+67.00
THRU 11+31.00
LEGEND:
H.P.
HIGH POINT
T. C.
TOP OF CURB ELEVATION
F. S.
FINISHED SURFACE ELEVATION
F. L.
FLOW LINE ELEVATION
SHEET MATCH LINE
----
TRACT BOUNDARY / PROPERTY LINE
XX.X
DIRECTION OF FLOW
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
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
DRAWN BY STREET 11NPROM ENT PLANS SCALE:
EO HORIZ: 1" = 40'
DESIGNED BY FOR VERT: 1" = 4'
DLB & RLM TRACT NO. 15957 & 15957-6
CHECKED BY DATE:
DLB TITLE SHUT 1/14/98
JOB N0. 4� 9y DR. N0. SH T. N0.
)195 APPROVED
F CITY ENGINEER R.C.E. 25126 2699 1 OF 6
3
a
m