HomeMy WebLinkAbout4336-1QUANTITY ESTI MATE
FEM QUANTITY
8" CURB & GUTTER
221
L.F.
6" CURB & GUTTER
365
L. F.
4" WIDE P.C.C. SIDEWALK
884
S�F.
6" WIDE P.C.C. SIDEWALK
2,190
S.F.
A.C. PAVEMENT
9,149
S�F.
A.C. DIKE REMOVAL
223
L.F.
CURB & GUTTER REMOVAL
108
L�F.
SAWCUT
331
L.F.
UNDERSIDEWALK DRAIN
2
EA.
A.C. PAVEMENT REMOVAL
1,220
S.F.
CROSS—GUTTER
108
L.F.
DRIVEWAY
6
EA.
SEPTIC TANK REMOVAL
1
EA.
P.C.C. CONCRETE REMOVAL
823
S.F.
STOP SIGN LEGEND
1
EA.
LiMiT LINE
1
EA.
PAVEMENT MARKINGS
1
Ek
Rl—1 SIGN
1
Ek
W14-1 "DEAD END" SIGN
1
EA.
SIDEWALK RAMP
2
EA.
SCHOOL SPEED ASSEMBLY
1
EA.
SCHOOL PAVEMENT MARKING
1
EA.
SCHOOL WARNING SIGN REMOVAL 1
EA.
SCHOOL PAVEMENT MARKING
REMOVAL 1
EA.
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
PRIVATE, ENGINEER'S NOTE
GENERAL NOTES
INSTALL. Rl—1 SIGN PER MUTCD 2003 CA SUPPLEMENT FIG. 313-103 (2 LANE)
LAUREL DR.
99 196..f rvor %1
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16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
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SCALE 1 = 60'
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
INSTALL W14-1 "DEAD END" SIGN PER MUTCD 2003 ED. FIG. 2C-3
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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
CONSTRUCT
RAMP PER CO. STD. 110
THE CALIFORNIA STATE DIVISION OF' INDUSTRIAL SAFETY.
@RELOCATE EXISTING "'ASSEMBLY C SCHOOL SIGNING
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
@PROTECT IN
PLACE EXISTING SCHOOL PAVEMENT MARKING
STREET
IMPROVEMENT INDEX
19. THE CONTRACTOR SHALL BE 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.
CONSTRUCT
LOCAL DEPRESSION PER S.B. CO. STD. 203B, TYPE "B"
20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
SHEET 1
TITLE SHEET
@1 EDISON TO
INSTALL 5800 LUMEN HPSV, 70 WATT #7, LUMINAIRE ON 6' MAST
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
ARM ON A
25' MARBLELITE POLE, OR EQUAL.
SHEET 2.-
LOCUST AVENUE PLAN
& PROFILE
RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSIW IS OBTAINED.
LEGEND-
SHEET 3.-
APPLE LANE PLAN &
PROFILE
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 ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE
CENTERLINE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING
PROPERTY LINE & RIGHT—OF—WAY LINE
CONSTRUCTION.
EXISTING CURB, GUTTER OR SIDEWALK
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 GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS.
PROPOSED CURB, GUTTER OR SIDEWALK
EDGE OF PAVEMENT
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER
0 SMH
SEWER MANHOLE
UTI
LITI
ES
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE
AC
ASPHALT CONCRETE
DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
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PORTLAND CONCRETE CEMENT
ELECTRICITY:
SO. CALIFORNIA EDISON COMPANY
(800) 684-8123
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
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9500 CLEVELAND AVE
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
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WATER VALVE
RANCHO CUCAMONGA, CA
27. PAVEMENT STRUCTURAL SECTIONS SHOWN AIRE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY
CAB
CABINET
GAS:
SO. CALIF. GAS
(909) 889-9711
SOILS TESTS TAKEN (BY DEVELOPER'S GEOTECHNICAL ENGINEER) AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION
. ... . ...... PROPOSED A.C. PAVING
COMPANY
START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED AND IF FIELD CONDITIONS CHANGE; THEN THE DEVELOPER SHALL BE REQUIRED TO
16231 VALLEY BLVD.
UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS.
PROPOSED CONCRETE PAVEMENT
FONTANA, CA 92335
28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
[77�'
EXIST. A.C. PAVING TO BE REMOVED AND REPLACED
SO. CALIF. GAS COMPANY
(909) 529-2889
2
GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUt'H GRADING. THE
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PROJECT DEVELOPER IS IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE
TOP OF CURB
TRANSMISSION DIVISION
PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL.
FL
FLOW Ll N E
2191 E. BIRCH ST.
FS
FINISHED SURFACE
BREA, CA 92621
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 VEHICL.ES.
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D/W
POWER POLE
DRIVEWAY
TELEPHONE:
SBC
(962) 999-5639
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
3939 E. CORONADO ST.
MB
MAILBOX
ANAHEIM, CA 92807
31. THE SEWER CONTRACTOR SHALL STAMP AN "S"' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
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WATER METER
WATER.-
FONTANA WATER CO.
(909) 822-2201
32. THE CONTRACTOR SHALL PROVIDED AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
TREE PALM TREE
8440 NUEVO AVE.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN 'THE "W.A.T.C.11. MANUAL
FONTANA, CA
LATEST EDITION UNLESS OTHERWISE DIRECTED 9� THE CITY TRAFFIC ENGINEER.
VICINITY
MAP
SEWAGE:
CRY OF FONTANA
(909) 350-7640
34. UPON COMPLETION OF CONSTRUCTION, CON"rRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL.
FNr
MVICTR TO THF RATIRFAMON OF THF MY TRAFFIC, 4INFM
MILLER AVE.
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FONTANA AREA
PROJECT SITE
LAUREL DR.
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FOOTHILL BL
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FONTANA AREA
PROJECT SITE