HomeMy WebLinkAbout2419-1STREET IMPROVEMENTS NOTES:
1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST
EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION',
("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED
BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA
CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN
CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA,
WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33
OF THE BUILDING CODE, LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COUSE 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.
7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING. SUBGRADE PREPARATION SHALL BE DONE
PURSUANT TO SECTION 301-1.2 OF STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (LATEST EDITION) SPECIFIED AS FOLLOWS: AFTER
ROUGH GRADING HAS BEEN COMPLETED, WHEN SCARIFYING AND CULTIVATING
ARE REQUIRED, THE ROADBED SHALL BE LOOSENED TO A DEPTH OF AT
LEAST 6 INCHES. THE LOOSENED MATERIAL SHALL THEN BE WORKED TO
A FINELY DIVIDED CONDITION AND ALL ROCKS LARGER THAN 3 INCHES
IN DIAMETER SHALL BE REMOVED.
S. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES,
ENTERING OR LEAVING IMPROVEMENTS
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
THE STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION
OF PAVING.
13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO
GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
16. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE
CITY OF FONTANA.
17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH
THE CITY OF FONTANA STANDARD DETAILS.
18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER AT
NO COST TO THE CITY.
23. ALL MATERIALS AND METHODS TO BE SUBJECT. TO THE APPROVAL OF
THE CITY ENGINEER.
24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND
APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING
OF ANY PERMANENT PAVEMENT.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
STRIPING GENERAL 'NOTES:
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS
AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE
STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL.
CONFORM TO CALTRANS STANDARD PLANS.
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES
SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE
APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER
THE FIRST COAT.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM
TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD, UNLESS OTHER-
WISE INDICATED ON PLANS.
HUNTER7L; RIDGE
STREET IMPROVEMENT PLANS
TRACT N0. 145'1 AND 145`1- 1
S.
SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X2" (12 GA)
QUANTITY
WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE
DESCRIPTION
UNIT
PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
TRACT N0.
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY
14571
14571--1
ONE PIECE ANCHOR, 2 1 /2'X30"X6 GA. (NON PERFORATED), TO FIT
OCONST.
4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE,
A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR
66,700
SF
WITH ONE 7/16" HOLE ON EACH SIDE, AND AT THE TOP.
SEE GENERAL NOTES NO. 6 & 7 HEREON
7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL
---�.
3,538
TIMES.
OCONST.
S.
CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE
16,980
SF
TRAFFIC SECTION PRIOR TO PAINTING.
CITY OF FONTANA STD. NO. 105A AND PER DETAIL HEREON.
9.
EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
G
DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/ OR
8
11
CONSTRUCTION STRIPING & SIGNS MAY BE REQUIRED BY THE ENGINEER.
K1 -HS- -PR- DISON-LEXAN TO BE INSTALLED BY SCE.
INSTALL TE=MPORARY BARRICADE PER CITY OF FONTANA STD. NO. 118
4�
S' WIDE
�\
EA
SIDEWALKISO
25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
2
t
e�
4 �
........: --1
CURB 4' CLR.
FACE STREET LIGHT,
MAIL BOX
ETC.
SIDEWALKDETAIL-n
N.T.S.
UTILITY PURVEYORS:
SOUTHERN CALIFORNIA EDISON CO.
DISTRIBUTION PLANNING
7951 REDWOOD AVENUE
FONTANA, CA 92336
(909) 357-6562
CONTACT: ARMANDO GONZALES
SOUTHERN CALIFORNIA GAS CO.
DISTRIBUTION PLANNING
16231 VALLEY BOULEVARD
FONTANA, CA 92335
(909) 428-8402
CONTACT: DAVID PADILLA
WATER
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA, CA 92335
(909) 350-6685
.W ,.
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA, CA 92333
(909) 350-7610
!OWNER /DEVELOPER
ALPER DEVELOPMENT
6101 CHERRY AVENUE
FONTANA, CA 92336
(909) 899-0156
CONTACT: ROGER HATCH
COMCAST CABLEVISION
1205 DUPONT STREET
ONTARIO, CA 91761
(909) 988-8322 X3055
CONTACT: JACK HAYES
0 -
CONSTRUCTION SITE
BENCHMARK: ELEV. 1534.50
SET CHIS SQUARE ON CATCH BASIN
AT THE N.W. CURB RETURN
BRIDLEPATH DR. & CHERRY AVE.
50 FT. N.E. C/L BRIDLEPATH DR.
36 FT. N. W. C/L CHERRY AVE.
BENCHMARK: ELEV: 1313.04 .
FWE 43 - RAILROAD SPIKE IN E.P. BY
PP#1536663E S'LY. SIDE OF BASELINE
220' E'LY. OF CHERRY AVE.
Underground Service Alert
CaN: TOLL FREE
1-800
422-4133
TWO WORMCIMIG DAYS
BEFORE YOU DIG
fF
lo
INDEX MA
SCALE: 1 =250
MARKS CABLEVI
FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT
4240 HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
(909) 880-0220
CONTACT: JOE DEARMAN
GTE CALIFORNIA, INC.
CAB20VF
870 NORTH MOUNTAIN AVENUE
UPLAND, CA 91786
(909) 931-2472
CONTACT: DANIEL TUCKER
IMLTEL• I
FIBER-OPTIC TELECOMMUNICATIONS
LAS VEGAS, NEVADA TO LOS ANGELES, CA
UPLAND, CA 91786
P.O. BOX 21348, MD 26-3
TULSA, OK 74121
918 588-3397
909 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: MERRY KENNEDY
BASIS OF BEARINGS:
THE NORTH LINE OF THE NORTHWEST ONE
HALF OF SECTION 23, TOWNSHIP 1 NORTH,
RANGE 6 WEST, S.B.M. BEING N89'50'00'E
PER TRACT NO. 13750 RECORDED IN BOOK
250, PAGES 48 THROUGH 66 OF MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
LEGAL DESCRIPTION:
LOT 13 OF TRACT NO. 13750 IN THE CITY
OF FONTANA, COUNTY OF SAN BERNARDINO,
CALIFORNIA, PER AMENDING MAP RECORDED
BOOK 250, PAGES 48 TO 66, INCLUSIVE,
RECORDS OF SAN BERNARDINO COUNTY.
FESS/
~ 110.36275 =
* Exp.9/30/99
or
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS ARE 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 THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: 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."
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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 OWNER 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 FORM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
M.-
1 33
3'
10 23' 10'
• 5' 5'
LEVEL LINE
_ 2r. 2X _ 2
3 0.08' 1 3
2 11=6.5 2
NOT TO SCALE
Iu is is Iu
T1=5.5
LOCAL is i
NOT TO SCALE
TI=5.5
Cly.-D"AC
NOT TO SCALE
CONSTRUCTION NOTES do QUANTITIES:
Cn�isn
VICINITY MAP
N.T.S.
QUANTITY
ITEM
DESCRIPTION
UNIT
TRACT NO.
TRACT N0.
14571
14571--1
OCONST.
4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE,
65,950
66,700
SF
SEE GENERAL NOTES NO. 6 & 7 HEREON
CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101
3,280
3,538
LF
OCONST.
5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER
16,401
16,980
SF
CITY OF FONTANA STD. NO. 105A AND PER DETAIL HEREON.
G
STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
8
11
EA
K1 -HS- -PR- DISON-LEXAN TO BE INSTALLED BY SCE.
INSTALL TE=MPORARY BARRICADE PER CITY OF FONTANA STD. NO. 118
-
2
EA
OCONST.
25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
2
4
EA
STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING)
OCONST.
CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS
700
1,392
SF
MODIFIED PER DETAIL ON SHEET 7.
0
CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A.
140
-
SF
OCONST.
STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
19484
1,484
SF
PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL ON SHEET 2.
0
CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102,
3,280
3,360
SF
W=16 .
11
INSTALL 2" X 6" REDWOOD HEADER.
287
-
LF
12
CONST. 4" DECOMPOSED GRANITE OVER 12" OF 95% COMPACTED NATIVE,
566
-
SF
SEE GENERAL NOTES 6 & 7 HEREON.
3
R1 STOP SIGN TO BE INSTALLED BY CITY OF FONTANA.
1
1
EA
OPAINTED
14
STOP BAR & STOP PAVEMENT MARKINGS PER CALTRANS
1
1
EA
STANDARDS TO BE INSTALLED BY CITY OF FONTANA.
15
CONST. TEMPORARY PAVEMENT, 2" AC OVER NATIVE - 20' WIDE.
-
9,890
SF
16
REMOVE TEMPORARY PAVEMENT.
9,890
-
SF
17
CONSTRUCT 2' WIDE PARKWAY DRAIN PER DETAIL ON SHEET 8,
1
-
EA
TRANSTION FROM NORMAL CURB FACE TO PARKWAY DRAIN SHALL BE 5'.
18
CONSTRUCT 6' WIDE PARKWAY DRAIN PER DETAIL ON SHEET 8,
TRANSTION FROM NORMAL CURB FACE TO PARKWAY DRAIN SHALL BE 5',
1
-
EA
SLOPE OF PARKWAY DRAIN BEHIND THE R/W SHALL BE 1%
'19
STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA.
2
3
EA