HomeMy WebLinkAbout2808-1VICINITY MAP
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T.C. TOP OF CURB ELEVATION
F.S. FINISHED SURFACE ELEVATION
E.P. EDGE OF PAVEMENT
A.C. ASPHALT PAVEMENT
SHEET MATCH LINE
---- TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW
N, REMOVE EXISTING A.C. PAVEMENT
CONSTRUCTION NOTES & QUANTITIES:
QUANTITY
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VICINITY MAP
N.T.S.
N
LEGEND-
-
T.C. TOP OF CURB ELEVATION
F.S. FINISHED SURFACE ELEVATION
E.P. EDGE OF PAVEMENT
A.C. ASPHALT PAVEMENT
SHEET MATCH LINE
---- TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW
N, REMOVE EXISTING A.C. PAVEMENT
ITEM
CONSTRUCTION NOTES & QUANTITIES:
QUANTITY
1Q
SAWCUT & REMOVE EXISTING PAVING
1607 SF
20
CONST. 6 1/2" AC OVER 12" COMPACTED NATIVE
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VERT: 1-2'
DESIGNED BY
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1152 N. Mountain Ave. Ste. 100
Upland, CA 91786 • (909) 982-7777
RLM
RECONSTRUCTION FOR
DATE:
* Exp. 12/31/01
CMV
PREPARED UNDER THE SUPERVISION
OF:
CHECKED BY
DLB
EAST AVENUE
1/20/00
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RICHARD 1. BOWMAN
R.C.E. 24573 DATE:
5195
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I Tiny CITY ENGINEER R.C.E. No. 25126
2808
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CONSTRUCTION NOTES & QUANTITIES:
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1607 SF
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
SAS
SOUTHERN CALIFORNIA GAS CO.
1981 LUGONIA AVE.
REDLANDS, CA 92374
(909) 335-7744
EMERGENCIES: (800) 427-2200
k1:111142=6M011
PACIFIC BELL
4025 LA PALMA STREET
ANAHEIM, CA. 92807
(714) 237-6146
ATTN: DELIA LERMA
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA. 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
•
WATER COMCAST CABLE
CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE.
9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761
RANCHO CUCAMONGA, CA. 91730 (909) 390-4738
(909) 483-7440
OWNER/DEVELOPER
KAUFMAN & BROAD
801 CORPORATE CENTER DR, STE 201
POMONA, CA 91768-2641
(909) 802-1125
CONTACT: DAVE SEWASKI
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q R E Q R ® DRAWING
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS The hformmti0r' +�': r .�. , I . i�, nhh 'm
AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY r k .ri',;zr° ,F r,
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
¢
INDEMNIFY AND HOLD THE AGENCY AND THE ! CONTRACTOR SHALL DEFEND, a�,,r I�„ �. P,I{ abc) o V rn�
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, '
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, fa4'.' ees cin be CL''ily seen and verifier by the palties isis
` EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE `r4!', 1 to use same.
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 Service Alert
000,1101, F RE y0
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
GETTYSBURG ST. TR,1-IrE50-15-4-7
SEE DRAWING NO. 2699
SHEET 4 OF 6
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.
I\ IAJded 'Record Drcewlni D,f,'
REVISIONS
TOP REINFORCING ROD IN FLOOD'
CONTROL RETAINING WALL SW COR.
BANANA & FOOTHILL
#67-5
ELEV. 1214.17 9/67
AR 1 9-0.21 J=M 0 �
AL I DATE I APPROVAL I DATE
�k NOTE: SEE DRWG 1775, SHT 6,7 &8 FOR
CONSTRUCTION OF REMAINING STREET
PAVEMENT.
PAlul"EMENTEMOVAL
& RECONSTRUCTION
ON EAST
AVE.
CITY 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 CONTRA T R HA
C 0 S LL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATIONS AND WATER REQUIREMENTS.
4. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
NOTED.
5. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED
BY THE CITY ENGINEER.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
7. 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.
8. 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.
9. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION -STANDARD DETAIL NO.
129.
10. 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.
11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
12. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO
PLACING ASPHALT.
13. 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.
14. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY
ENGINEER.
15. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
P SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL
STAKING DURING CONSTRUCTION.
k0000
\ 16. 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
I COMPLETION OF ROUGH GRADING.
17. 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.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
DURING EXCAVATION AND GRADING.
19. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
20. 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.
21. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
22. 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.
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RLM
CROSS SECTIONS
'
��1ARD
" 1� ����c,
W� �Z z
�❑ Civil Engineering Planning Surveying Public WOrkS
PAVEMENT REMOVAL -I-
,_
HORIZ: 1 -20
VERT: 1-2'
DESIGNED BY
"
1152 N. Mountain Ave. Ste. 100
Upland, CA 91786 • (909) 982-7777
RLM
RECONSTRUCTION FOR
DATE:
* Exp. 12/31/01
CMV
PREPARED UNDER THE SUPERVISION
OF:
CHECKED BY
DLB
EAST AVENUE
1/20/00
�0F Cp1.\E0�
4U'10a/�Lt.ir�l.
2 - / - 0 0
JOB NO.
C�'�t��0
DR. N0.
SHT. NO.
RICHARD 1. BOWMAN
R.C.E. 24573 DATE:
5195
I
PROVED
I Tiny CITY ENGINEER R.C.E. No. 25126
2808
1 OF 1
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