HomeMy WebLinkAbout6.1-1723LIST OF DRAWINGS
SHEET 7 TITLE SHEET
SHEETS 2 DETAILS &SECT/ONS
SHEETS 3-5 CHAIN LINK FENCE INSTALLATION
SHEETS 6-15 PLAN AND PROFILE SHEETS
PAVEMENT RECONS TR UC TIONNN
LAKE STREET,
BENCHMARK
SEE CURB AND GUTTER PLAN AND PROFILE SHEETS
BASIS OF BEARING
SEE CURB AND GUTTER PLAN AND PROFILE SHEETS
CITY STANDARDS
N/A
STATE STANDARDS
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CONVENTIONAL SYMBOLS
UN/ON AVENUE TO TULARE STREET
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Job No.: T5K206
File Path: CALOWEBOY\Project Drawings\14-15 Projects
File Name: Lake Street Recon Union to Tulare-2.dwg
STATE OF CALIFORNIA
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Job No.: T5K206
File Path: CALOWEBOY\Project Drawings\14-15 Projects
File Name: Lake Street Recon Union to Tulare-2.dwg
STATE OF CALIFORNIA
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THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
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APPROVAL RECOMMENDED BY:
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Cl T Y RECORD No.
File Nome: Lake Street Recon unctwnFu/ai6??l� PAVEMENT RECONSTRUCTION: LAKE STREET sHEET Ivo.
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OCONTRACTOR SHALL REMOVE EXISTING CANAL FENCE FABRIC AND POLES. CONTRACTOR SHALL INSTALL TEMPORARY FENCING
UNTIL NEW FENCE POLES AND FABRIC ARE INSTALLED. CANAL FENCE FABRIC AND POLES ON HEADWALLS SHALL NOT BE REMOVED
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FENCE INSTALLATION NOTES
OCONTRACTOR
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UNTIL NEW FENCE POLES AND FABRIC ARE INSTALLED. CANAL FENCE FABRIC AND POLES ON HEADWALLS SHALL NOT BE REMOVED
22
AND SHALL BE PROTECTED IN PLACE.
CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
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RHVISIONS
No. DA TE DESCRIP TION
1� A,? 12/19/2014 REVISED WITH ADDENDUM No.1
01 /27/2'015 ADDED UTILITY INFORMATION
I (CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
2
57REjET
CITY OF BAKERSFIELD, CALIFORNIA
L
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LAKE
GHNHRAL NOTHS :
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
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THE LOCATIONS AND DEPTHS
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1 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURSIN G PE R DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80, PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20'TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
E3 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 -A.
l
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
NOR7-H 010E EC
File Nome: toke 7tr—eet Recon Union to Tuldre-lDro wn: S. LOWE
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F PAVIEMEN7-ANO CUR13 AN0 OU7TEK PLAN ANO PROFILEO CITY RECORD No.
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CITY OF BAKERSFIELD, CALIFORNIA
L
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LAKE
GHNHRAL NOTHS :
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
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COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
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l
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ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
NOR7-H 010E EC
File Nome: toke 7tr—eet Recon Union to Tuldre-lDro wn: S. LOWE
PUBLIC WORKS DEPARTMENT lob No.: T5K206 Enqineer.- S. LOWE
IDate: Jon. 28, 15 lChecked By.- LS
SCALE 1 20'
c) 3
F PAVIEMEN7-ANO CUR13 AN0 OU7TEK PLAN ANO PROFILEO CITY RECORD No.
PA VEMEN T RECONS TR UC TION: LA KE S TREE T
UNION AVENUE TO TULARE STREET
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FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
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COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
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REVISIONS
No, DA TE I DESCRIP TION
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GENERAL NOTES
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1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
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C80507
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1501 TRUXTUN AVENUE 9TF C/ I \-
BAKERSFIELD, CA 93301 OF
REV/S/ONS
No. DA TE DESCRIP TION
12/19/2014 REVISED WITH ADDENDUM No.1
Ni ?I 201/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
PAVEMENT CONSTRUCT/ON NOTES
11 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2. 1
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.0213(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
F
ONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A.1
ONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
NUKTH SIDE EG
Fite Nome:Loke Street Recon union to Tulore- Drawn: S. L0WE
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GENERAL NOTES
. -
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
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THE LOCATIONS AND DEPTHS
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REV/S/ONS
No. DA TE DESCRIP TION
12/19/2014 REVISED WITH ADDENDUM No.1
Ni ?I 201/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
PAVEMENT CONSTRUCT/ON NOTES
11 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2. 1
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.0213(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
F
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ONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
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ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
NUKTH SIDE EG
Fite Nome:Loke Street Recon union to Tulore- Drawn: S. L0WE
PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer: S. LOWE
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FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
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ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
1❑ CONTRACTOR SHALL CONSTRUCT MOD/F/ED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
33 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A. 1
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
-CONTRACTOR'S EXPENSE.
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REVISIONS
No. DA TE I DESCRIP TION
)I 12/19/2014 I REVISED WITH ADDENDUM No,1
01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER /PG&E/BRIGHTOUSE/AT&T)
471 / /
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THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
1❑ CONTRACTOR SHALL CONSTRUCT MOD/F/ED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
33 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A. 1
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
-CONTRACTOR'S EXPENSE.
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REVISIONS
No. DA TE I DESCRIP TION
)I 12/19/2014 I REVISED WITH ADDENDUM No,1
01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER /PG&E/BRIGHTOUSE/AT&T)
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File Noma- Loke Street Recon Union to Tu/ore- Drawn: S. L0WE PAVEMENT RECONSTRUCTION: LAKE STREET SHEET NO,
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer: S. LOWS 9 OF 15
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REVISIONS
No. DA TE DESCRIP TION
12/19/2014 REVISED WITH ADDENDUM No.1
Z 01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
A
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REVISIONS
No. DA TE DESCRIP TION
12/19/2014 REVISED WITH ADDENDUM No.1
Z 01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
A
LEGEND
GENERAL NOTES:
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
10 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TOA DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
F3 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A.
"M4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
LI�U"J
SCALE: 7" = 20'
•1- /'7
NOR7 H SIDE EDGE OF PAVEMENT AND CURES ANO GUTTED PLAN AND PJ�OFILES CITY RECORD No.
Fite Nome. Lake Street Recon Union to TUtore- Drawn: S. LOWE PAVEMENT RECONSTRUCTION: LAKE STREET SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer: S. LOWE
Date: Jan. 28, 15 Checked By.- LS
UN/ON AVENUE TO TULARE STREET 10 OF 15
0 1 2 3
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GROUND.
GENERAL NOTES:
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
10 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TOA DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
F3 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A.
"M4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
LI�U"J
SCALE: 7" = 20'
•1- /'7
NOR7 H SIDE EDGE OF PAVEMENT AND CURES ANO GUTTED PLAN AND PJ�OFILES CITY RECORD No.
Fite Nome. Lake Street Recon Union to TUtore- Drawn: S. LOWE PAVEMENT RECONSTRUCTION: LAKE STREET SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer: S. LOWE
Date: Jan. 28, 15 Checked By.- LS
UN/ON AVENUE TO TULARE STREET 10 OF 15
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LEGEND
GENERAL NOTES
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
1❑ CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURBING PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
�3 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A.
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
ONTRACTOR'S EXPENSE.
�5 CURB RETURN GUTTER PANS ON THE SOUTH SIDE OFLAKE STREET SHALL BE CONSTRUCTED WITH THE LIP OF
GUTTER 2"BELOW FLOWLINE.
SACRAMENTO STREET
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* Exp.3-31-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE '9TF C/vI \-
BAKERSFIELD, CA 93301 OF CA\ -\F
REVISIONS
No. DA TE DESCRIPTION
l l ( 12/19/2014 REVISED WITH ADDENDUM No•1
01/27/2015 ADDED UTILITY INFORMATION
2 (CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
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SOUTH SIDE EDGE OF PAVEMENT ANO CU95 AND GUTTER PLAN AND PROFILEO Cl T RECORD No.
File Nome.•Loke Street Recon Union to Tu/ore- Drawn: S. LOWS PAVEMENT RECONSTRUCTION: LAKE STREET sHEEr Ivo.
CITY OF BA KERSF/EL D , CA L /FORN/A PUBL l C WORKS DEPARTMENT Job No.: T5K206 En g;n eer: S. L AWE
Date: Jan. 28, 15 Checked By.- Ls UNION AVENUE TO TULARE STREET 11 OF 75
0 1 2 3
EXISTING
BUILDING (RESIDENCE OR BUSINESS).
EXISTING
ASPHALT CONCRETE PAVEMENT.
EXISTING PORTLAND CEMENT CONCRETE.
EXISTING
GROUND.
GENERAL NOTES
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
1❑ CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURBING PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
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57REET LAKE- Jc rKEET rULARE 5MEEr
LEGEND
EXISTING BUILDING (RESIDENCE OR BUSINESS).
EXISTING ASPHALT CONCRETE PAVEMENT.
.� EXISTING PORTLAND CEMENT CONCRETE.
EXISTING GROUND.
CITY OF BAKERSFIELD, CALIFORNIA
2
GENERAL NOTES
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
10 CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
33 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET PER DETAIL ON SHEET 2 A.
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
CONTRACTOR'S EXPENSE.
N097 -H SIDE EG
File Nome.• Loke Street Recon Union to Tu/ore- Drawn: S. L 0 WE
PUBLIC WORKS DEPARTMENT Job No,: T5K206 Engineer: S• LOWE
Date: Jan. 28, 15 Checked By LS
�2?
� SCALE: 1 " = 20'
F PAVEMENT AND CURB AND OUTTER PLAN AND PROFILE5 ICI
PA VEMENT RECONS TRUCTION: LAKE S TREET
UNION AVENUE TO TULARE STREET
RECORD No.
SHEE T NO.
14 OF 15
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GENERAL NOTES:
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
U CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
30 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET_ PER DETAIL ON SHEET 2 A.
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
ONTRACTOR'S EXPENSE.
5� CURB RETURN GUTTER PANS ON THE SOUTH SIDE OFLAKE STREE�SHA LLBE CONSTRUCTED WITH THE L/P OF
GUTTER2"BELOWFLOWL/NE. .,
QRpFESS/ON
51 N G/y
REGISTERED Cl VIL NGINEERcr_C 80507
*
Exp. 3-31-15
Cl TY OF BAKERSFIELD �P
1501 TRUX TUN A VENUE qTF
BAKERSFIELD, CA 93301
REVISIONS
No. DA TE I DESCRIPTION
17112/19/2014 (REVISED WITH ADDENDUM No.1
01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
SCALE I" = 20'
SOUTH SIDE EDGE OF PAVEMENT AND CURD AND GUTTED LAN ANL2 P 90FILES ICITY RECORD No.
File Nome. coke Street Recon Union to TUIore— Drawn: S. LOWE PAVEMENT RECONSTRUCTION: LAKE STREET SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer. S. LOWS
Date: Jan. 28, 15 Checked By. L s UNION AVENUE TO TULARE STREET 15 OF 75
0 1 2 3
LEGEND
EXISTING BUILDING (RESIDENCE OR BUSINESS).
EXISTING ASPHALT CONCRETE PAVEMENT.
.:4 ,�F. 95•:
EXISTING PORTLAND CEMENT CONCRETE.
EXISTING GROUND.
J
2
GENERAL NOTES:
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE
ONLY, AND REPRESENT THE BEST INFORMATION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN
THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
CONTRACTOR SHALL VERIFY
THE LOCATIONS AND DEPTHS
OF ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION
ON THE JOB SITE
PAVEMENT CONSTRUCT/ON NOTES
U CONTRACTOR SHALL CONSTRUCT MODIFIED CURB, GUTTER, AND FENCE CURB/NG PER DETAIL ON SHEET 2.
2 CONTRACTOR SHALL PULVERIZE EXISTING ASPHALT CONCRETE TO A DEPTH 0.80' PER STATE OF CALIFORNIA
SPECIFICATION 15-2.02B(2). CONTRACTOR SHALL COMPACT PULVERIZED MATERIAL TO 95% RELATIVE
COMPACTION AND INJECT CEMENT PER SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT PAVEMENT PER
THE DETAILS ON THE CROSS SECTIONS FOR THIS STREET SEGMENT. CONTRACTOR SHALL PLACE 0.20' TYPE "A"
HOT MIX ASPHALT OVER COMPACTED PULVERIZED MATERIAL.
30 CONTRACTOR SHALL CONSTRUCT DRAINAGE INLET_ PER DETAIL ON SHEET 2 A.
4 CONTRACTOR SHALL PROTECT IN PLACE, ALL FENCING, STRUCTURES, FLAGSTONE, CONCRETE WALKWAYS
AND DRIVEWAYS, TREES AND SHRUBS UNLESS OTHERWISE NOTED ON THE PLANS. IF CONTRACTOR DAMAGES
ANYTHING NOT NOTED FOR REMOVAL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM(S) AT
ONTRACTOR'S EXPENSE.
5� CURB RETURN GUTTER PANS ON THE SOUTH SIDE OFLAKE STREE�SHA LLBE CONSTRUCTED WITH THE L/P OF
GUTTER2"BELOWFLOWL/NE. .,
QRpFESS/ON
51 N G/y
REGISTERED Cl VIL NGINEERcr_C 80507
*
Exp. 3-31-15
Cl TY OF BAKERSFIELD �P
1501 TRUX TUN A VENUE qTF
BAKERSFIELD, CA 93301
REVISIONS
No. DA TE I DESCRIPTION
17112/19/2014 (REVISED WITH ADDENDUM No.1
01/27/2015 ADDED UTILITY INFORMATION
(CAL. WATER/PG&E/BRIGHTOUSE/AT&T)
SCALE I" = 20'
SOUTH SIDE EDGE OF PAVEMENT AND CURD AND GUTTED LAN ANL2 P 90FILES ICITY RECORD No.
File Nome. coke Street Recon Union to TUIore— Drawn: S. LOWE PAVEMENT RECONSTRUCTION: LAKE STREET SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K206 Engineer. S. LOWS
Date: Jan. 28, 15 Checked By. L s UNION AVENUE TO TULARE STREET 15 OF 75
0 1 2 3