HomeMy WebLinkAboutPlans - Area 2 Zone 1 01414 & 23914CITY OF DIAMOND BAR
DEPARTMENT OF PUBLIC WORKS
DEPARTMENT OF PUBLIC WORKS
CITY OF DIAMOND BAR
RESIDENTIAL AREA 2
SHEET SCHEDULE
SHEET NO.DESCRIPTION
1 TITLE SHEET
2 RESIDENTIAL AREA 2
3 RESIDENTIAL AREA 2
4 RESIDENTIAL AREA 2
5 RESIDENTIAL AREA 2
6 RESIDENTIAL AREA 2
7 RESIDENTIAL AREA 2
8 RESIDENTIAL AREA 2
9 RESIDENTIAL AREA 2
10 RESIDENTIAL AREA 2
11 RESIDENTIAL AREA 2
12 ARTERIAL ZONE 1 - DIAMOND BAR BLVD.
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AGENCIES TO BE NOTIFIED
SERVICES CONTACT TELEPHONE NO.
CALTRANS - DISTRICT 7 --(213) 897-3631
LORBEER MIDDLE SCHOOL --(909) 397-4563
L.A. CO. DEPT. OF PW -
OPERATION SERVICES --(626) 458-1708
L.A. CO. DEPT. OF PW -
SEWER MAINTENANCE --(626) 458-7117
L.A. CO. FIRE DEPT. -
STATION 119 --(909) 598-4290
L.A. CO. FIRE DEPT. -
STATION 120 --(909) 861-5995
L.A. CO. FIRE DEPT. -
STATION 121 --(909) 396-0164
L.A. CO. SHERIFF'S DEPT.--(909) 595-2264
POMONA UNIFIED SCHOOL DISTRICT --(909) 397-4800x3069
WASTE MANAGEMENT --(800) 266-7551
CLEAR CHANNEL OUTDOOR KEVIN KOCIC (213) 305-0045
LA CO. DEPT. OF PW -
ROADWAY MARSSA MORELOS (626) 300-3365
CROWN CASTLE DAVID ANTOL (724)416-2180
SC GAS BREA - TRANSMISSION ROSALYN SQUIRES (818)701-4546
SC GAS - INDUSTRY PETER SERRANO (714)634-5067
SOUTHERN CALIFORNIA EDISON CINDY VERRENGIA (714) 895-0188
SOUTHERN CALIFORNIA EDISON -
DISTRIBUTION MIROSLAVA LICON (909) 592-3761
SOUTHERN CALIFORNIA EDISON -
TRANSMISSION RICHARD OROZCO (909) 394-2814
SOUTHERN CALIFORNIA EDISON -
TRANSMISSION ERIC LOPEZ (626) 422-9256
VERIZON - POMONA ARIEL FATALLA (909)469-6333
WALNUT VALLEY WATER DISTRICT ED CASTANON (909) 595-1268 x267
METROPOLITAN WATER DISTRICT FRANCISCO FLORES (213)217-6679
NTS
DIAMOND BAR BLVD.
BREA CANYON CUTOFF ROAD
RESIDENTIAL AREA 2 & ARTERIAL ZONE 1
ROAD MAINTENANCE PROJECT
PROJECT NO. 01414 & 23914
TITLE SHEET
RESIDENTIAL AREA 2 & ARTERIAL ZONE 1
ROAD MAINTENANCE PROJECT
GOLDEN SPRINGS DRIVE TO SUNSET CROSSING RD.
W'LY CITY LIMIT TO FALLOW FIELD DR.
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ARTERIAL ZONE 1 - BREA CANYON CUTOFF RD
3 WV ??AUTUMNGLOW DRTREETOP CR
TAMBO PL
LOS CERROS DR
ESPADA PLPINEHILL LNRUNNING
R
IVER
CTVIENTO VERANO DRBRAZOS PLFERN HOLLOW DRLOS CERROS
BROKEN ARROW
DRWHITE STAR DRPATHFINDER
RD
CARRIS
O
R
D BELLA P
INE
DRBELLA P
INE
DRPATHFINDER
RDFERN HOLLOW DRCLIFFBRANC
H
D
R
PINE DRLEANINGA3A3210'X28'26'X30'212'X32'218'X43'218'X54'24'X14'24'X4'34'X21'311'X33'528'X32'212'X23'224'X8'22222358 S.F.8'X23'6'X13'6'X10'4'X36'28'X27'28'X13'25'X12'25'X11'25'X27'212'X61'25'X23'212'X118'223'X16'25'X33'25'X38'24'X10'25'X5'29'X42'25'X5'24'X15'210'X10'25'X20'24'X71'212'X21'24'X17'24'X17'26'X15'26'X6'26'X40'26'X6'24'X10'24'X4'25'X72'26'X59'26'X6'210'X29'24'X6'27'X151'25'X19'210'X18'25'X8'25'X14'25'X10'25'X34'26'X37'26'X4'25'X8'212'X13525'X10'210'X24'26'X29'25'X8'24'X35'25'X25'524'X27'24'X4'24'X4'12'X19'328'X21'28'X29'26'X6'25'X5'24'X13'25'X21'25'X69'210'X19'24'X4'28'X50'25'X57'24'X22'25'X5'210'X78'24'X4'27'X7'24'X8'25'X5'25'X5'24'X6'26'X6'25'X8'24'X4'24'X14'28'X6'25'X5'28'X4'210'X5'25'X36'28'X21'24'X4'24'X19'10'X14'5'X10'5'X5'9'X32'5'X31'353535353523'X52'24'X79'24'X18'24'x79'404069'
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2
'102'DIAMOND
BAR
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IGH
SCHOOL26'X20'210'X15'28'X40'6'X60'A3A395'32'24'x79'24'X11'27'X15'40404340434343404343434343434340434340404343404340404043404040434040414040414141414040404043404340404343434043434026'X16'43434343434040434340842888(3)(4) LOOPSREMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 4MATCHLINESEE SHEET 4MATCHLINESEE SHEET
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MATCHLINE
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MATCHLINESEE SHEET 3GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECTWELLSPRING
DR
MAN
A
D
A
C
T
CASTLE ROCK RD EVERGREENTIERRA LOMA DRCANYON PARK DR
S
T
O
N
E
P
I
N
E
D
R
NA
R
A
T
O
P
L
PRESADO
D
R CHESTNUT CK RDMONITEAU PL
LAURELRIM DRCHESTNUT CK RDPATHFINDER RDBIRCH HILL DRTIERRA LOMA DRCAZADERO PLPATHFINDER RD NFEVERGREEN SPRINGS DRPATHFINDER RDPATHFINDER RDDIAMOND BAR BLVD.
DIAMOND BAR BLV
D
.MORNING CANYON ROAD (NOT PART OF PROJECT)LAURELRIM DRP
R
E
S
A
DO
D
RSPRINGS DR3212'X50'5'X5'5'X17'35'X18'27'X18'26'X11'27'X27'24'X8'4'X39'4'X6'8'X8'12'X6'27'X7'28'X15'24'X4'24'X4'25'X16'24'X4'10'X21'26'X8'26'X26'26'X26'24'X4'24'X15'226'X27'3524'X4'3525'X12'28'X33'25'X23'24'X6'24'X4'24'X8'25'X18'2225'X5'225'X15'25'X13'25'X10'25'X5'224'X4'24'X9'24'X23'24'X4'24'X4'10'X4'2318'X12'25'X5'26'X6'26'X31'24'X4'25'X6'24'X12'24'X9'24'X32'25'X4'25'X12'24'X4'24'X8'24'X13'24'X17'A3156'66'99'24'X4'24'X4'25'X8'26'X60'215'X5'28'X8'28'X20'28'X10'A3A6A6A6A6A6D1A6A6A6A640434343434340434043404043434343434340434343434343434343434340404040434043404340434340434040434043434340404343434043434343434343434040404040434328'X4'1(4) LOOPS1(2) LOOPS401(4) LOOPSREMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 2MATCHLINESEE SHEET 2M
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GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECTVIENTOVERANO DR
OXBOW C
TLEANING PINE DRHEATHERLANE CT
CLIFFBRANCH DR
SHADEHIL
L
P
L
SANTAQUIN DRREDGATE
C
RROUNDTREE CRMORNING CANYON RDWELLSPRING DRMORNING CANYON RD.SANTAQUIN DRCLIFFBRANCH DR
SANTA
Q
U
I
N
D
R
ELDERTREE DR
LEANING24'X36'24'X49'24'X22'26'X33'24'X6'25'X12'24'X4'210'X46'211'X26'24'X18'24'X104'24'X4'24'X13'26'X23'24'X19'24'X4'24'X10'24'X27'24'X4'24'X6'25'X27'24'X16'28'X40'24'X22'24'X12'24'X13'25'X37'24'X4'24'X10'25'X10'26'X63'24'X24'24'X21'23'X52'24'X76'24'X4'24'X4'24'X17'24'X22'24'X31'22147 S.F.24'X30'24'X14'220'X15'24'X6'223'X6'28'X22'25'X5'27'X13'24'X22'24'X25'24'X20'24'X30'24'X23'25'X30'24'X4'25'X5'25'X5'25'X11'24'X6'24'X6'24'X4'210'X21'24'X9'24'X25'24'X23'24'X105'24'X5'24'X6'24'X4'211'X88'24'X19'24'X33'24'X24'24'X53'5'X58'213'X40'24'X6'28'X44'26'X67'25'X6'24'X19'24'X21'25'X44'25'X48'24'X5'24'X6'24'X79'24'X18'218'X4'24'X14'24'X17'24'X17'24'X16'24'X58'222'X4'24'X4'28'X20'24'X20'24'X14'25'X15'28'X24'24'X76'24'X5'24'X19'24'X4'24'X41'210'X2424'X4'26'X47'24'X10'24'X4'25'X59'26'X57'24'X38'27'X6'24'X8'24'X4'46'109'24'X60'26X8'26'X6'210'X60'24'x79'24'X11'A3A34043434043434343404340434340404343404340434025'X19'40434343434343434024'X6'4043404340434343404340434043434340434340404343434024'X27'43404343404343404043404328'X4'REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 2MATCHLINESEE SHEET 2MATCHLINESEE SHEET
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MATCHLINESEE SHEET 6GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECTSILVER HAWK DR
TOLANI CTHEATHERLANE CTMAN
A
D
A
C
T
ONAWA PL MORNING CANYON RDCANYON PARK DR
VALPIC
O
P
LSHADY HILLS DRS
T
O
N
E
P
I
N
E
D
R
NA
R
A
T
O
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B
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SILVER HAWK DRCHESTNUT CK RDEVERGREEN SPRINGS DR
DIAMOND BAR BLV
D
.
SANTAQUIN DR
PAIN
T
BRUSH
LN
SILVER HAWK DRDIAM
O
N
D
B
A
R
B
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DA3A3 220'X15'10'X21'4'X25'210'X2427'X10'25'X19'318'X12'24'X4'26'X47'24'X10'24'X20'36'X36'226'X13'24'X12'28'X30'25'X19'25'X5'26'X6'26'X31'24'X4'25'X6'24'X12'24'X9'24'X32'25'X4'25'X12'24'X4'25'X59'26'X57'524'X4'24'X38'24'X8'24'X13'24'X17'218'X16'25'X154'25'X20'215'X5'28'X8'28'X20'28'X10'28'X8'25'X5'26'X10'26'X10'28'X30'AA6A6A6A6A3A3A3A3A343434043434343434343404040404343434043434343404340A38A38A38A384340404340434340434343404343404343434340404040404340404343434043404343404326'X26'4042(3)1LOOPS (4)REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSM
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MATCHLINESEE SHEET 4 MATCHLINESEE SHEET 4
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7MATCHLINESEE SHEET 4MATCHLINESEE ABOVEMATCHLINESEE SHEET 8MATCHLINESEE BELOWGRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECT
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MATCHLINESEE SHEET 9MATCHLINESEE SHEET 9GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECT
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14'X5'4340REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 10MATCHLINESEE RIGHTMATCHLINESEE SHEET 9M
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Y INDIAN WELL DRARBURY DRBLENBURRY DRMTN LAUREL WYFOX GLEN DRMAPLE HILL RDMAPLE HILL RDWHITE FIR LN
DIAMOND BAR BLVD
DIAMOND BAR BLVD FTG RD MTN LAUREL WYSPRUCETREE DRSPRUCE TREE DRDR25'X28'24'X9'24'X10'25'X8'27'X6'24'X44'24'X4'25'X6'225'X5'24'X13'24'X6'26'X7'24'X7'25'X4'24'X16'26'X4'26'X4'24'X4'29'X5'24'X22'24'X6'36'X9'524'X4'24'X4'24'X6'24'X23'25'X16'24'X6'26'X18'25'X5'24'X6'24'X21'24'X6'26'X31'26'X31'24'X8'26'X4'213'X15'24'X4'28'X30'36'X135'24'X36'25'X17'25'X22'24'X4'24'X22'26'X60'22390 S.F.26'X27'25'X36'24'X61'211'X14'25'X27'25'X8'26'X6'28'X8'25'X17'25'X15'26'X18'24'X16'26'X15'25'X14'29'X12'24'X4'24'X4'26'X15'26'X4'24'X4'25'X8'25'X11'24'X4'211'X8'211'X32'24'X6'26'X30'2210'X19'28'X8'212'X7'212'X8'24'X1525'X13'25'X21'24'X4'29'X22'24'X20'210'X7'26'X32'24'X8'210'X8'25'X4'24'X12'4.5'X29'26'X22'210'X45'24'X8'24'X13'24'X43'25'X8'210'X16'212'X4'2439 S.F.24'X32'25'X5'24'X9'24'X17'26'X59'26'X15'212'X50'25'X21'24'X9'28'X25'24'X5'28'X10'25'X6'24'X11'24'X13'24'X12'24'X10'25'X4'26'X20'24'X10'24'X8'26'X12'24'X14'25'X10'28'X14'25'X16'24'X8'27'X10'24'X14'25'X25'24'X21'24'X6'24'X5'24'X12'24'X14'26'X16'25'X16'2544 S.F.24'X29'27'X42'A324'X10'210'X10'26'X14'A3A3A3404343434340404040434141414040414340434043434343434343404043404040434343434040434343434343434040431414140414140414041210'X12'41404141414140414140414141404040414124'X6'24'X25'4041434024'X4'434141414041REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 10MATCHLINESEE SHEET 8MATCHLINESEE SHEET 7MATCHLINESEE SHEET 8MATCHLINESEE SHEE
T
7 MATCHLINESEE SHEET 10GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECT
SPRUCE TREE DRCELLO DRDESERT WILLOW LNHOLLY LE
A
F
W
YIRONBARK DRBIRDS EYE DRBLUE PALM LNSOLERA LN
DIAMOND BAR BLFIRE THORN CRPECAN GROVE DRBARBERRY DR CHARDONNAY DR
ASPEN KNOLL DRINDIAN WELL DRSPRUCETREE DRASPEN KNOLL DR
SPRUCE TREE DRIR
O
N
B
A
R
K
D
R IRONBARK DRDIAMOND BAR BL
PECAN GROVE DR BIRDSEYEDR5'X23'27'X30'4'X48'226'X5'24'X11'29'X12'24'X9'24'X10'25'X8'27'X6'24'X44'24'X4'25'X6'24'X15'25'X7'26'X44'28'X32'24'X14'225'X5'24'X13'24'X6'26'X7'24'X7'25'X4'24'X16'26'X4'26'X4'29'X5'24'X22'24'X6'2214'X5'4'X4'24'X6'24'X23'25'X16'24'X6'26'X18'24'X6'26'X31'26'X31'24'X8'26'X4'213'X15'24'X4'25'X8'24'X4'24'X4'26'X15'26'X4'24'X4'25'X8'25'X11'24'X4'211'X8'26'X32'24'X8'25'X14'210'X67'25'X35'27'X4'25'X5'27'X8'28'X10'27'X109'29'X21'25'X19'217'X44'27'X28'210'X33'24'X7'210'X27'210'X33'24'X26'24'X59'34'X37'526'X42'25'X5'8'X10'37'X7'535CHAPARRAL MIDDLE SCHOOL24'X8'26'X4026'X6'24'X60'210'X6'210'X10'24'X4'24'X20'24'X20'225'X25'24'X60'210'X4'43404343404040434140434043414040414140414043404040434141414040434040434340434343404340404343434040434040434343434343404340434343404041404140REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSMATCHLINESEE SHEET 9MATCHLINESEE SHEET 8MATCHLINESEE SHEET 9GRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECT
CHISOLM TL DRESTORIL DRMONTEFINO AVGRANDE DRGRAND AVTERRANDOCOLOMBARD LN
COLOMBAR
D
LN MONTEFINO AVDIAMOND BAR BLVDGRAND AVE.PORTOPASEO DE24'X5'28'X29'27'X36'24'X23'28'X24'24'X5'24'X19'24'X53'24'X13'24'X26'26'X9'24'X51'24'X37'24'X4'29'X8'24'X17'25'X32'29'X17'24'X10'24'X4'24'X15'24'X20'24'X9'26'X9'25'X11'24'X24'24'X19'24'X37'24'X50'24'X18'24'X14'24'X25'211'X26'24'X20'24'X16'217'X14'24'X5'212'X202'27'X73'24'X53'24'X6'24'X13'28'X16'28'X9'28'X20'24'X19'24'X10'24'X4'24'X10'24'X16'210'X45'24'X9'24'X12'24'X23'28'X20'25'X10'24'X22'213'X9'24'X17'24'X4'40434340404040404343434340404343434043434343431LOOPS (2)1LOOPS (5)REMOVALSGENERAL CONSTRUCTION NOTES:PAVEMENT TREATMENT LEGENDS: CONSTRUCTION NOTES:ADJUSTMENTS240414211.THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENTAND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.2.PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, ANDOTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.3.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURSPRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.4.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TOREMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THEENGINEER OR INSPECTOR.5.ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLEDUSING THERMOPLASTIC.6.ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.7.ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONESSHALL BE REPLACED IN KIND AS THERMOPLASTIC.8.BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.SAWCUT/ COLD MILL 2.5" EXISTING AC PAVEMENT AND REMOVE EXISTINGAC/ AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FORNEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2.5" AC(B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVEDBY ENGINEER OR INSPECTOR AT JOB SITE.ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.PROTECT IN PLACE.SAW CUT/COLD MILL EXISTING AC PAVEMENT 2.5" THICK ANDCONSTRUCT 2.5" AC PAVEMENT ON COMPACTED NATIVE/BASESAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,INSTALL 3" AC OVER 8" CMB ON COMPACTED NATIVE/BASE(INSTALL GEOGRID SYSTEM AS NEEDED).WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRYSEAL3SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 11" OF EXISTING AC/AGG. BASE/ SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEWFULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL3" AC (B2-PG 64-10) ON 8" CMB. LOCATION AND METHOD OF REMOVAL SHALLBE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.5PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENTRECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TOREVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TOCUTTING ROOT SYSTEM.X#REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURBRAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLANDESIGNATION.23WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLYCAPE SEAL.WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILLROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT1.5" THICK AC OVERLAY.43PROTECT EXISTING MANHOLE AND COVER IN PLACE.8REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURBAND GUTTER AND SIDEWALK PER SPPWC STDS. 112-2, 113-2 AND 120-2.MATCH EXISTING(BY OTHERS)CITY OF DIAMOND BARDEPARTMENT OF PUBLIC WORKSGRAPHIC SCALE0 ROADWAY MAINTENANCE PLANSRESIDENTIAL AREA 2 ROAD MAINTENANCE PROJECT