HomeMy WebLinkAbout5767-1GENERAL NOTES
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
34. UPON COMPLE7ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
FONTANA STANDARD PLANS, THE CONTRACTOR PROVISIONS AND THE
SIGNING, STRIPING, AND BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES
STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONS7RUC77ON ("GREEN
TO THE SA77SFACTION OF THE CITY TRAFFIC ENGINEER.
BOOK'). ALL REFERENCE SPECIFICA77ONS AND STANDARDS SHALL BE THE
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS
LATEST ED177ON UNLESS 07HERW/SE NOTED.
AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SA77SFAC77ON OF
2.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
THE CITY ENGINEER.
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY
ENGINEER OF RECORD, WHO SHALL PROVIDED RECORD DRAWINGS TO 774E
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
CITY ENGINEER.
J.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
4.
CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
PRIVATE ENGINEERS NOTICE TO THE CONTRACTOR:
COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION PRIOR TO THE
START OF ANY WORK. INSPEC77ON COORDINA77ON SHALL BE REQUESTED AT
LEAST TWO WORKING DAYS PRIOR START OF ANY WORK IN PUBLIC
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND OR
wLY
. .
RIGHT-OF-NT WAY WITHIN THE CITY LIMITS CALL
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
R/W
5.
174E CONTRACTOR SHALL CONFORM TO ALL 1RAFF/C CONTROL POLICIES,
TRAFFIC
FFICJ50CO
AVAILABLE RECORDS THESE LOCA7ONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN
CITY OF FONTANA
SUMMIT AT ROSENA
ON -SITE STREET IMPROVEMENT PLANS
METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL BE MADE /N ALIGNMENT AND OR GRADE OF THE PROPOSED IMPROVEMENT THE 12
OF TRAFFIC CONTROLS, LATEST NON -METRIC ED177ON UNLESS OTHERWISE BE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO
6.
D/RE BY THE TRAFFIC ENGINEER.
lT SHALHAL L BE RESPONS/BILITY OF THE CONTRACTOR TO MAINTAIN
PROTECT ANY U77LITY LINES SHOWN AND ANY 07HER LINES NOT ON RECORD
BARRICADES, DELINEATORS OR 0774ER TRAFFIC CONTROL DEVICES AT ALL
OR NOT SHOWN ON THESE PLANS IF
TIMES
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA77ON OR
CONSTRUCT/ON CONTRACTOR AGREES THAT /N ACCORDANCE WI774 GENERALLY
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
AND COMPLETE RESPONSIBILITY FOR JOB SI7E CONDITIONS DURING THE
8.
THE WALLS AND FENCES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION
CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TRENCHES LESS THAN
CONSTRUCT/ON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AMD
FIVE (5) FEET SHALL BE ALSO GUARDED WHEN THE POTENT/AL FOR GROUND
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNEC77ON WITH PERFORMANCE OF WORK ON THIS PROJECT
MOVEMENT
EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC
PROFESSIONAL.
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10.
THE LOCATIONS OF U77L/T/ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
UNAUTHORIZED
CHANCES
AND
USES
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVA77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAU77ON
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR
TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO DAYS BEFORE EXCAVA770N LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL P/L
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WIN ALL UTILITY
CHANGES TO THE PLANS MUST BE
IN WRI77NG AND MUST BE APPROVED BY
THE PREPARER OF THESE PLANS.
COMPANIES INCLUDING, BUT NOT LIM17ED TO GAS, TELEPHONE, ELECTRIC,
CABLE, TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
CONSTRUCTION STAKING NOTICE
RECLAIMED WATER, SEWER,STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL
UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO
WORK AROUND THEIR FACILITIES
THESE IMPROVEMENT PLANS HAVE
BEEN PREPARED WITH THE INTENT THAT
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
THE FIRM OF K&A ENGINEERING INC
WILL BE PERFORMING THE CONSTRUC77ON
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL
STAKING FOR THE COMPLETE PROJECT HOWEVER, IF ANOTHER ENGINEERING
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA77ON
AND/OR SURVEYING FIRM SHOULD
BE EMPLOYED TO USE THESE PLANS FOR
AND WATER REQUIREMENTS
774E PURPOSE OF CONSTRUC77ON STAKING, NO77CE /S HEREBY GIVEN THAT THE
13.
CURVE DATA REFERS TO 774E FACE OF CURB.
FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR
14.
STA 770NING REFERS TO THE CENTERLINE OF STREET EXCEPTS WHERE
ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
OTHERWISE NOTED.
M1770ATED IF K&A ENGINEERING INC
PERFORMED THE STAKING WORK.
15.
ADEQUATE CONSTRUCTION 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 PRESERVA77ON
CITY OF FONTANA,
UTILITY NOTIFICATION
LIST
OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING
CONSTRUCTION.
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
CITYOF FONTANA
AT&TITY
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR N017FICA170N TO THE CITY
SIERRA AVENUE
22311 BROOKHURST STREET STE 203
ENGINEER.
FONTANA, CA 92335
HUN77NGTON BEACH, CA 92646
17.
REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING
(909) 350-6632
(714) 963-7964 WLY
SURVEY MONUMENTS, MONUMENT 77ES AND BENCHMARKS, SHALL BE DONE BY
R/W
A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
SO. CALIF. GAS COMPANY
SPRINT
MONUMENTS THAT WILL DESTROYED AS A RESULT OF CONSTRUCTION SHALL
1981 W LUGON/A AVENUE
2592 DUPONT DRIVE
BE REPLACED. THE CONTRACTOR SHALL N077FY ENGINEER ONE WEEK PRIOR TO
REDLANDS, CA 92374
IRVINE, CA 92612 I0p
CONSTRUCTION SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR
(909) 335-7967
(800) 659-9698
4' 6' 6'
LATER REPLACEMENT OF THE MONUMENT
EMERGENCIES: (800) 427-2200
LS
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
TIME WARNER CABLE
BUSINESSES AT ALL TIMES. A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED
S0. CALIF. EDISON COMPANY
1500 AUTO CENTER DRIVE
pq,
2
AT ALL 77MES IN THE CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY
300 N. PEPPER AVENUE
ONTARIO, CA 91761
VEHICLES
RIALTO, CA 92376
(909) 975-3439
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF
(909) 820-5598 - UNDERGROUND
10
/\
DUST CONTROL, INCLUDING ADEQUATE WA7ERING, AT ALL TIMES.
(909) 875-5100 - TRANSMISSION
SUNESYS, LLC 4
20.
ALL GRADING OPERA77ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND
(213) 637-1233 - PIPELINES
1325 PICO STREET 1106
VELOC177ES EXCEED 25 M/LES PER HOUR.
(909) 357-6505 - DISTRIBU77ON
CORONA, CA 92881
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT
(951) 278-0400
TRACT NO. 20153
132' f
54'
54'
V SIERRA AVENUE - 13Z RW plu
MAJOR HIGHWAY
71=11.0
PER SEPARATE_ PLAN
N. T. S.
S'L Y
40'
EXIST SAN GABRIEL MUNIC/PAL
WATER DISTRICT ESMI.)
10' 10
2,Z TRAIL
28' 32'
22' 22'
I
% C&G
2O2
" % 2g
EL Y wL y
R/W R/W
12'
12'
92'
46' 46'
34' 34'
-C&G AC
C&G
CYPRESS AVENUE - 9Z RW
N'L Y EX. MWD
R/W PAL
112.88' MWD FEE OWNERSHIP EXISTING R/W
34.88'
90'
44' 46' 22.88'
34'
�C&G �AC
34' 12'
10'
C&G 2% 7RAI L
CASA GRANDE AVENUE - 11288' RW
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT WEST VALLEY WATER DISTRICT NAPA VALLEY ROAD - 60' RW
TO THE RIGHT-OF-WAY DURING CONSTRUC77ON WITHOUT PRIOR WRITTEN ATTN: ENGINEERING DEPARTMENT UNDERGROUND SERVICE ALERT
APPROVAL. 855 W. BASELINE ROAD (800) 422-41JJ LOCAL STREET
22. NO TRENCH BACKF/LL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE RIALTO, CA 92376 T1=55
CITY ENGINEER N.T.S.
(909) 875-1804
23.
A GE07ECHNICAL ENGINEER SHALL CER77FY ALL BACKF/LL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF
THAT POR77ON OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED.
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
DEVELOPER/OWNER
ENGINEER
UNERM/N/NG STREET IMPROVEMENTS UPON INSPEC77ON OF THE SITE THE CITY
LENNAR HOMES K&A ENGINEERING, INC
ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR
980 MON7EC/TO DRIVE, SU17E J02 357 N. SHERIDAN STREET
SUITE 117
LEAVING IMPROVEMENTS.
CORONA, CA 92879 CORONA, CA 92880
25.
THE FINAL LOCA77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
(g51) 817-3545 PHONE. (951) 279-1800
APPROVED AT THE TIME OF CONSTRUC77ON AND SHALL CONFORM TO THE CITY
OF FONTANA STANDARD DETAILS.
FAX ( ) 817-3650951
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
N'LY
SLY N'LY
FINISH TO MATCH EXIS77NG CONCRETE.
'S"
R/W
R/W R/W
27.
THE SEWER CONTRACTOR SHALL STAMP AN IN THE FACE OF THE CURB
AT THE LOCATION OF THE SEWER LATERAL.
60'
30'
30'
28.
NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED AND APPROVED.
I 10' 1 20'
1 20'
10' 10'
29.
ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED
3' S' S'
5' 0.5' 4' 6
PRIOR TO PAVING OF STREETS.
JO.
APPROVED SOIL S7ER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
2q
LS
SW
4
2q,
PRIOR TO PLACEMENT
2 C&G 1 AC
2z C&G 2
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
2%
REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
-
10
\"
TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
4
32
ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE
STRUCTURAL STREETSEC77ONS SHALL BE RECOMMENDED BY A GE07ECHNICAL
REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON
VENETO DRIVE - 60" RW
COMPLETION OF ROUGH GRADING.
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
STA. 12+65.00 TO STA. 20+26.27
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLE7ON
LOCAL STREET
OF PAVING.
77=5.5
N. T. S.
r
SECONDARY HIGHWAY
TI=9.0
PER SEPARATE PLAN
N. T.S.
ELY wLY
R/W
10' i
N
SECONDARY HIGHWAY
TI=9.0
PER SEPARATE_ PLAN
N.TS
EL Y
�R/W
12'
6SW
PROJECT
SITE
Py
CASA
GRANDE
SUMMIT
AVENUE
210
FREEWAY
Zq
Q
pC1�PR\p
BASELINE ROAD
Q
Q
Q
FOOTHILL BLVD
Q
fib
U
W
U
SAN BERNARDINO
A VENUE
INTERSTATE - 10
S'L Y N'L Y
R/W R/W
101'
5546'
49' 6' 8" 28' 10'
6
k,rs
C&G 14
AC CURB MEDIAN SW
2%
_ice
��T��\T ;
,w�\\\77\
\\ \ C&G
C EL
MONTELENA ROAD W/ MEDIAN - 7W RW
LOCAL STREET
11=55
N. T.S.
S'L Y N'L Y
R/W R/W
60'
Q
SUMMIT AVENUE - 10r RW
MODIFIED SECONDARY HIGHWAY
77=9.0
PER SEPARATE_ PLAN
N.TS
W'L Y C EL Y
MONTELENA ROAD - 6W RW
LOCAL STREET
TI=55
N. T.S.
S'LY N"LY
R/W R/W 70'
VICINITY MAP
NOT TO SCALE
WLY
- A-
10' 33' 37'
4" 6' 6' 27' 27'
LS CUR 3 10'
y I 2 C&G CURB MEDIAN
(� AC C&GC
NAPA VALLEY ROAD W/ MEDIAN - 70" RW
E"LY
LOCAL STREET
TI=55
N. T.S.
N'L Y S'L Y
RIW 70' R/W
VENETO DRIVE W/ MEDIAN - 7W RW
STA.
10+69.00 TO STA.
11+75.00
LOCAL STREET
11=55
SHEET INDEX N. T.S.
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
INDEX MAP
m
3
NAPA VALLEY ROAD
- STA. 10+00.00 TO STA. Q
19+50.00
0
4
NAPA VALLEY ROAD
- STA. 19+50.00 TO STA.
SLY
29+00.00
R/W
5
NAPA VALLEY ROAD
- STA. 29+00.00 TO STA.
37+47.58
6
MON7ELENA ROAD -
STA. 10+00.00 TO STA. 19+50.00
10'
7
MONIELENA ROAD -
STA. 19+50.00 TO STA.
5'
5' 0.5'
29+00.00
SW
8
MONTELENA ROAD -
STA. 29+00.00 TO STA.
4
37+26.21
ry
9
VENETO DRIVE - STA.
10+00.00 TO STA. 19+50.00
\\ \\
10
VENETO DRIVE - STA.
19+50.00 TO STA. 29+00.00
11
VENETO DRIVE - STA.
29+00.00 TO STA. 36+50.66
-
w
-. � I 12 ROUNDABOUT DETAIL Ol
VENETO DRIVE - 60° RW
VENETO DRIVE
- 60-1 RW
VENETO DRIVE
W/MEDIAN - 70' RW
13 ROUNDABOUT DETAIL 02
STA. 21+30.87 TO STA. 26+91.26
STA. 27+93.11 TO STA. 32+29.85
14 ROUNDABOUT DETAIL 03
LOCAL STREET
LOCAL STREET
STA. 33+54.84 TO STA. 35+61.66
77=55
77=5.5
LOCAL STREET
15 ROUNDABOUT DETAIL 04 a
N.T.S.
N.T.S.
11=55
MCN18-004 / ELPC/8-000049
N.T.S.
Of CO SNPREPARED FOk•
J��nJ OI/LD NSTRUG710N REQL/R®
IMPROVE%W75 NOT COMMENCE
IMTHIN nvO YEARS OF THE DATE OF LENNAR HOMES
APPROVAL SHOWN HEREON AND g80 MONTECI TO DRIVE SU17E 302
DIAL TWO WORKING CNRRI® FORTH IN A DILIGWT MANNER, CORONA, R E, SU1
79
BEFORE DAYS BEFORE THE CITY ENONEER MAY REQINRE CORONA,
81 A -928
YOU DIG YOU DIC REVIROAff 70 THE R Al�S FAX 951 817-3650
THEN gVTO CONAORMANCF WITH ( )
TOLL FREE DIAL 811 STANDARDS IN HFECT.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP77ON ENGR. DATE CITY DA7E
BASIS OFMARINO ENGINEERING 357 N SHERIDAN STREET
SU17E 117
THE BASIS OF BEARINGS FOR THIS SURVEY /S THE EAST LINE OF THE SE LAND PLANNING CORONA, CALIFORNIA 92880
1/4 OF SEC77ON 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800
PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEWNG FAX (951) 279-4380
BEING. N00°3332"W Engineering, Inc.
BENCHMARK:-,
CALTRANS BENCHMARK #8-17 02121119
BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 1-210, 0.2
MILES WEST OF SAN SEVA/NE RDOAD. AM/R H. FALLAHI , RCE 55534 DATE
ELEVA TTON=1428.609
m
m
CITY OF FONTANA, CALIFORNIA y
ON -SITE STREET IMPROVEMENT PLANS
cNED eY. SUMMIT AT ROSENA SCALE.
✓s/ee AS NOTED
TRACT NO.20153
WN BY.• DALE.
✓S AC ✓C FEB. 2019
CKED BY. A BY. DA 2-25-2019 DRAWING N0: '
TE
AHF CITY ENGINEER RCE.• 51152 5767 jr 3
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