HomeMy WebLinkAbout2902-1STREET IMPROVEMENT 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"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2. CONSTRUCTION PERMITS SHALL BE QBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION 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. ALL'UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRfOR TO PAVING OF STREETS.
7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER,
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION
AND ELEVATION OF ANY EXISTING UTILITIES, 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.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
11. 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.
12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
19. THE CONTRACTOR SHALL NOT'CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
20. IT SHALL'BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL AT ALL TIMES.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLETHE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
24. 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
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES 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.
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
28. ACTUAL THICKNESS OF A,C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
29. 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 CLOSURE AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL. POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
TRAFFIC ENGINEER.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
PER HOUR.
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
TRACT MAP NO.
16074
STREET IMPR 0 VEMEN T PLANS
CB #28
SANTA ANA AVENUE
INDEX MAP
SCALE : 1" = 200'
i
S.D. INDEX MAP
SCALE 1 = 400'
SEE OFFSITE STREET
FOR OFFSITE STORM DRAIN
379 380
CB #53
1378
368 369
365 j' 364 1 363
289
CB ,51
290.
CEBARK STREET
44
34 333
332 331
307 308
336 337
7 1 186 185 184 183
182 181 180 1 179 178 1 177 176
174 173 172 170
349 (1)
350
196 197 198
199 200
201 202
166 165
JURUPA AVENUE
REV.
DIAL
BEFORE
YOU DIG
TWO WORKING
/DAYS BEFORE
/ YOU DIG
TOLL FREE 1-80\0-227-2600
A'PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
r
CATCH BASIN #
Qioo cfs
CATCH BASIN #
Qtoo cfs
CATCH BASIN #"Qtoo
(c s)
CATCH BASIN #
Qioo (cfs)
CATCH BASIN. #
Q1oo Cfs
CATCH BASIN #
Qioo CfS)
1
5.56
10
1.08
19
4.57
28
10.36
37
12.26
47
4.33
2
5.89
11
1.29
20
1.69
29
6.60
38
2:37
48
2.29
3
2.17
12
1.48
21
11.8'3
30
4.73
39
--
49
4.64
4
14.24
13
1.58
22
5.78
31
6.78
40
6.67
50
6.62
3.52
14
2.52
23
10.03
32
5.13
41
6.76
51
4.07
5
15
1.53
24
5.06
33-
8.91
42
6.58
52
4.88
16
5.06
25
6.11
34
--
43
6.71
53
214
17
5.02
26
9.74
35
8.24
44
5.55
54 ''
5.21
. 0
9
1.43
18
14.77
27
10.32
36
6.66
.46
4.66
55
10.66
REVISION DESCRIPTION
RECORD DRAWING
RENbtIG Ola APP uKl3
6,4i ii12 $10:dv AI.4G AS
rnliOr5. " Nt
ENGR.
CITY
DATE
4114
it
/a/
BENCH MARK:
EL = 1077.40
CHISELED BOX IN
EASTERLY TOP CURB,
TAMARIND- AVE; 60'
SOUTH OF TAMARIND
500' SOUTH OF SLOVER
BASIS OF BEARINGS:
THE BEARINGS HEREON ARE
BASED ON THE CENTERLINE
OF JURUPA AVENUE SHOWN
AS NORTH 89°0321" EAST
PER PARCEL MAP NO.
12195, P.M.B.158/28-40; \
FOR THE PURPOSE OF THIS
MAP,' SAID BEARING HAD
BEEN ROTATED CLOCKWISE
0°00'39" TO NORTH
89°04'00"" EAST.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT 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.
w
Z
ILL
SAN BERNARDINO FWY (10)
SLOVER AVENUE
SANTA ANA AVE.
z
w
r
w
0
r --
HE ET
16
1
-1--
L
S!I ET 24
1
T
f
0)
w
E
Jr
EET 26
I
NOTICE TO 'CONTRACTOR
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. '
2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE
ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY
EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK.
3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY
THE ENGINEER OF WORK IF ANY DISCREPANCIES I,N UTILITY LINE
LOCATIONS ARE FOUND.
4 LOCATION ANQ ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION
OF NEW WORK.
5 CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT
OF RECORD OR NOT SHOWN ON THESE PLANS.
UTILITY CONTACTS
ELECTRICITY
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
ATTN: JOHN OATES
EMERGENCIES: (800) 427-2200
WATER
WEST SAN BERNARDINO COUNTY
WATER DISTRICT
855 WEST: BASELINE, P.O. BOX 920
RIALTO, CALIFORNIA 92377-0920
(909) 875-1804
■ ■ ■
CONSULTING
PREPARED UNDER THE
SEWER,'
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA, CA 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
COMCAST CABLEVISION
1205 DUPONT AVE
ONTARIO, CA 91761
(909) 390-4738
CONTACT: JACK HAYES
PACIFIC BELL
4025 LA PALMA STREET
ANAHEIM, CA. 92807
(714) 237-6146
ATTN: DELIA LERMA
PLANNING ■ DESIGN
■ CONSTRUCTION
SANTA ANA AVE.
MAYW00D ST.
PROJECT
SITE
VICINITY MAP
NOT TO SCALE
OWNER
FORECAST HOMES
3750 BEDFORD CANYON RD.
CORONA, CA 91719
(909) 738-8610
LEGEND
STREET LIGHTS;
o
LIGHT PLAN
TREE
- - - TRACT BOUNDARY
FL
EG
FS ,
TD
TC - TOP QF CURB
VIF VERIFY IN FIELD
GB - GRADE BREAK
CF - CURB FACE
PERIMETER WALL
- FLOW LINE
EXISTING GSURFRADE
- F W I SHED ACE
- TOP OF DIKE
SHEET INDEX
SHT. 1 GENERAL NOTES, VICINITY MAP AND 'INDEX MAP
SHT. 2 TYPICAL SECTIONS-,QUANTITY°EST., AND DETAILS
STREET ►MPRO.VEMENT PLAINS
SHT. 3 VOLANTE DRIVE
COURT
i'
0
SHT.
SHT.
SHT.
SHT.
SHT.
SHT
SHT.
SHT.`
4 VOLANTE DRIVE, GINGKO COURT, VOLANTE
5 LACEBARK STREET, FIG LANE, FIR LANE
6 JOSHUA COURT, BONSAI LANE, SEGA LANE
7 BLACKWOOD STREET
8 EUCALYPTUS STREET, REDMAPLE STREET
9 EUCALYPTUS STREET
10 BIRCHTREE STREET
11 PEAR STREET
SHT. 12 DAYLILLY STREET
SHT. 13 BARBERRY LANE, CORAL LANE, MYRTLE LANE
SHT. 14 UNDERWOOD DRIVE
SHT. 15 UNDERWOOD DRIVE
STORM DRAIN PLANS
SHT. 16 LINE 'A' FROM STA. 16+61.14
LINE 'C' FROM STA. 12+69.49
SHT. 17 LINE 'A' FROM STA. 23+00.00
SHT. 18 LINE 'A' FROM STA. 32+30.00
SHT. 19 LINE 'A' FROM STA. 42+00.00
SHT. 20 LINE 'B' FROM STA. 9+91.33 -
SHT. 21 LINE 'B' FROM STA. 10+00.00
LINE 'F' FROM STA. 10+00.00
SHT. 22 LINE 'B' FROM STA. 17+00.00
SHT. 23 LINE 'B' FROM STA:e'-28+00 00
SHT. 24 LINE 'D' FROM STA. 10+00.00
LINE 'F' FROM STA. 14+00.00
SHT. 25 LINE 'E' FROM STA. 10+00.00
LINE 'G' FROM STA. 10+00100
SHT. 26 LINE 'G' FROM STA. 14+00.00
LINE 'P1' FROM STA. 10+00.00
LINE 'A1-1' FROM STA. 10+00.00
SHT. 27, 28, 29, & 30- LATERALS
SHT. 31 LINE 'A2' FROM;STA-1D-1-0O:O0
SHT. 32, 33 -,LOCAL DEPRESSION DETAILS
SHT. 34, 35, 36 DETAILS
27555 YNEZ ROAD, SUITE 400
TEMECULA, CALIFORNIA 92591-4679
909.676.8042 • FAX 909.676.7240 . www.RBF.com
STREET; IMPROVEMENT' PLANS FOR
TRACT': 16074
- 23+00.00
- 13+63.50
- 32+00.00
- 42+00.00
- 51+49.0y/
10+00.00
- 17+00.00
- 14+00.00
- 28+00.00
- 34+26.56
- 16+64.73
-17+48.95
- 17+39.74
- 14+00.00
- 16+42.20
- 11+09.03
- 11+26.64
14+06.43
DRAWN BY:
RJB
DESIGNED BY:
M CH
CHECKED �4
gtoi
MA .�
SCALE:
AS SHOWN
JOB NUMBER
15-100187
DRAWING -NO.
2'02
E
0
0
0)
0
0
0
0
H
N
0
.0
co.
1-
w
w
0
•
N
0
0
0