HomeMy WebLinkAboutRD.0_ROADWAY - TYPICAL SECTIONS O O
10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT
33.00'TRC TO TRC
C/L
16.50' 16.50'
2.00' 5.00' 2.00' 2.00' 5.00'
1.75%+/_0.25% 2% 2% 1.75%+/-0.25%
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CONCRETE 2.5\//THICKNE\//\//\//\//\//%\//%\//\\//\\//\\//%\//%\///\//%\//%\//%\//% C ETE SIDEWALKo atz
PER ACHD SUPPLEMENTAL " SS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL 7
STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 ♦1 C s E
L O c E E a
4.0"THICKNESS OF X"MINUS CRUSHED AGGREGATE BASE LOO +' _ 3 F
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 i �.3 y o
6"VERTICAL CURB(TBC)PER 3"ROLLED CURB(TRC) y +,
ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL Q N H
STANDARD DRAWING SD-701 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 C E 6 o` °�
T T N
STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL Q > o
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 a) - -
NOTES
1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE _ N a E S
THERETO. E �j a
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2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2"MIX DESIGN(PG-58-28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810"PLANT MIX PAVEMENT". d m w a o m
3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC.
4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS.
5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS '
THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE.
6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB.
W. MALBAR ST. TYPICAL ROADWAY SECTION (PUBLIC 33/47) STA 2+03.90 TO 11+09.90 CONTACT DIGLINE
48-HOURS
BEFORE DIGGING
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49.50'ROW
�26.00'ROW 23.50'ROW 10.00'PUID EASEMENT z
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33.00'TRC TO TRC Q Q
16.50' C/L 16.50' 0- 0 0
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1.75%+/-0.25% 1.75%+/-0.25% Q <2% 2%
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PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL z
STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 3: �
O d
4.0"THICKNESS OF Y4"MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
6"VERTICAL CURB(TBC)PER 3"ROLLED CURB(TRC) ANAL C
ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL <ICJS\ FN�ji
STANDARD DRAWING SD-701 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 ` G\STE F� '(0
STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
NOTES 3
1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE S� 7-5-23
THERETO.
2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2"MIX DESIGN(PG-58-28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810"PLANT MIX PAVEMENT". Oss 0 3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. ER\C�gO�
4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS.
5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS •
THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. •CE •
• • • •
6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. 0 co `• `•
`• • •
• • •
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16.50' 16.50' O613
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0.50' 4.00' 5.00, 2.00' 2.00' 5.00' 4.00' 2.00' j�
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1.75%+/-0.25% 1.50%
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TYP.,/ /\\jam\jam\j�\j�\jam\jam\jam\ \\\�\j�\jam\jam\jam\jam\j�\j�\j�\jam\jam\jam\j�\j�\jam\j�\jam\jam\j\\j\ /TYP.
CONCRETE SIDEWALK //\//\/�\//,� / // // //\//,\/�\//,\//` // /\//\/�\//\/�\/�\/�\//\// // / /i, //. //\//\/�\//,�// // /� /\//,\//\// CONCRETE SIDEWALK oa
PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL o w N
STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 ,
w3
4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE 5IL
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SOD-EARTHWORK o
SOD-EARTHWORK _ LL
CONTRACTOR TO LEAVE 3"ROLLED CURB(TRC) 3"ROLLED CURB(TRC) �3
CONTRACTOR TO LEAVE
PLANTER GRADE 0.20'BELOW PER ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL PLANTER GRADE 0.20'BELOW a
THE FACE OF WALK AND TOP STANDARD DRAWING SD-702 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 O z °3
THE FACE OF WALK AND TOP
BACK OF CURB
STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL BACK OF CURB
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
OBTAIN SUBGRADE APPROVAL FROM GEOTECHNICAL ENGINEER
NOTES
1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE uj
THERETO. �/♦ U O
Z
2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2"MIX DESIGN(PG-58-28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810"PLANT MIX PAVEMENT". w �LLno rn Lo O 3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 49 Q V 00 coY
4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. ♦♦ Q m Z � °D w
5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS w O N N m
THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. U w U- X Z N
6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. 0 LU w IL� O
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JOB NUMBER:
ID62355 m
N. ARLISS AVE. TYPICAL ROADWAY SECTION (PUBLIC 33/49.5) STA 1+09.00 TO 1+40.02 3 a DATE: 6-9-23
RD.0 SHEET NUMBER:
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