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Home My WebLink AboutRD.0_ROADWAY - TYPICAL SECTIONSC/L ROW2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) COMPACTED TO 95% OF MAX THEORETICAL DENSITY 4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2.00' 16.50'ROW47.00' ROW 33.00' TRC TO TRC 10.00' PUID EASEMENT 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 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". 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. 5.00' 2% 2% 2.00' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 2.00' 16.50' 10.00' PUID EASEMENT 5.00'2.00' 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 6" VERTICAL CURB (TBC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701 C/L ROW 2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) COMPACTED TO 95% OF MAX THEORETICAL DENSITY 4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2.00' 16.50'ROW49.50' ROW 33.00' TRC TO TRC 10.00' PUID EASEMENT 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 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". 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. 5.00' 2%2% 2.00' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 2.00' 16.50' 5.00'4.50' 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 6" VERTICAL CURB (TBC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701 26.00' ROW 23.50' ROW C/L P/L 2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) COMPACTED TO 95% OF MAX THEORETICAL DENSITY 4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 OBTAIN SUBGRADE APPROVAL FROM GEOTECHNICAL ENGINEER 2.00' 16.50'P/L 49.50' ROW 33.00' TRC TO TRC 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 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". 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. 2%2% 5.00' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 2.00' 16.50' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 5.00' 1.75% +/- 0.25% SOD - EARTHWORK CONTRACTOR TO LEAVE PLANTER GRADE 0.20' BELOW THE FACE OF WALK AND TOP BACK OF CURB SOD - EARTHWORK CONTRACTOR TO LEAVE PLANTER GRADE 0.20' BELOW THE FACE OF WALK AND TOP BACK OF CURB 1.50% 2.00'4.00'0.50' 26.00' ROW 1.50% 4.00' 23.50' ROW 4.00' ACHD SIDEWALK EASEMENT 33/49.5 ARLISS 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.com erickson civil DATE NO. REVISION PREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC.- RKESHEET NUMBER:SHEET TITLE: DATE: IDB2355OWNER:PROJECT TITLE:SAGARRA SUBDIVISION PHASE 1MERIDIAN, ID SAGARRA PHASE 1, LLC PROFESSIONALE OHADIFOETATS E R IC KSON KSSOR1 0 8 1 3 NGIN E ERREG I STERED 6-9-23Plans Are Accepted For PublicStreet Construction- -7-5-23 LD-RSUB-2023-0013 & FP-2023-0008 & A-2023-0102RD.0 ROADWAY - TYPICAL SECTIONS RD.0 2 RD.0 1 RD.0 3 08/04/23 FP-2023-0008