9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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GENERAL NOTES: : 1. IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90% OF MAXIMUM DENSITY. (AASHTO T-180) 3. CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 100% OF MAXIMUM DENSITY. (AASHTO T-191) 4. BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING FROM SCURLOCK INDUSTRIES OR APPROVED EQUIVALENT
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TYPICAL ROAD SECTION
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Sta 10+39 to 10+49 AND Sta 10+65 to Sta 10+75
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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ROAD SECTION
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Sta 10+56.2
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1%
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1%
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1%
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1%
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INSIDE OF BOX CULVERT
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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PROPOSED BOX CULVERT
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COMPACT BACKFILL TO 95% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
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9" WIDTH-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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SHEET NO.
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
NTS
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O
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O
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I
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K
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T
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C
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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ROAD SECTION
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Sta 10+66.2
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1%
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1%
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INSIDE OF BOX CULVERT
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ROAD SECTION
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Sta 10+46.2
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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1%
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1%
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT BACKFILL TO 95% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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GENERAL NOTES: : 1. IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90% OF MAXIMUM DENSITY. (AASHTO T-180) 3. CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 100% OF MAXIMUM DENSITY. (AASHTO T-191) 4. BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING FROM SCURLOCK INDUSTRIES OR APPROVED EQUIVALENT
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NOTE: BOX CULVERT SHOWN AT 27.65 SKEW ANGLE BOX CULVERT SHOWN AT 27.65° SKEW ANGLE
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3.5% SLOPE
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2% SLOPE
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3.5% SLOPE
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2% SLOPE
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
NTS
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O
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C
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I
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K
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C
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T
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C5
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BOX CULVERT SECTION
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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TYPICAL 6' CULVERT SECTION
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SEE SHEET C6 TYPICAL CULVERT FILL AND BEDDING DETAILS
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GENERAL NOTES: : 1. AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF BOX SHALL BE FILLED WITH ASPHALT BINDER COURSE (MIN 3" TOTAL THICKNESS). CURB AND SIDEWALK SHALL BE CONCRETE FILLED TO TOP OF BOX. SIDEWALK TO TIE INTO PROPOSED HEADWALL. 2. BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 3. 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A DENSITY NOT LESS THAN 100% MODIFIED PROCTOR DENSITY. COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 4. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. 5. SEE SHEET C6 FOR BOX CULVERT SECTION DETAILS. SEE SHEET C6 FOR BOX CULVERT SECTION DETAILS.
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
NTS
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BOX CULVERT SECTION
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1.5" ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (MINIMUM 3" TOTAL THICKNESS OVER BOX)
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9" WIDTH - CLASS 7 BASE COURSE COMPACTED TO NO LESS THAN 100% MODIFIED PROCTOR DENSITY
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY
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COMPACT BACKFILL TO NO LESS THAN 95% MODIFIED PROCTOR DENSITY
9" - CLASS 7 BASE COURSE COMPACTED TO NO LESS THAN 100% MODIFIED PROCTOR DENSITY
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER
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PRECAST CURB INLET BOX CONNECT TO BOX CULVERT CONTRACTOR TO COORDINATE REBAR STUBBING WITH MANUFACTURER
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CONCRETE EXPANSION JOINT AT MEETING OF INLET BOX AND CONCRETE SIDEWALK
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TOP OF CURB
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EXISTING 16" RCP CONTRACTOR TO FIELD VERIFY TYPE AND SIZE
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9" - CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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GENERAL NOTES: : 1. AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF BOX SHALL BE FILLED WITH ASPHALT BINDER COURSE (MIN 3" TOTAL THICKNESS). CURB AND SIDEWALK SHALL BE CONCRETE FILLED TO TOP OF BOX. SIDEWALK TO TIE INTO PROPOSED HEADWALL. 2. BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 3. 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A DENSITY NOT LESS THAN 100% MODIFIED PROCTOR DENSITY. COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 4. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS.
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
NTS
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O
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Y
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C
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BOX CULVERT WEST END (UPSTREAM)
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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CONCRETE TOEWALL KEY INTO STREAMBED 3' SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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12" THICK CONCRETE APRON TIES INTO BOX CULVERT AND WING WALLS AS PER PW-54
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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TYPICAL APRON CROSS SECTION
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CONCRETE APRON TIES INTO RETAINING WING WALLS LENGTH FROM CULVERT VARIES
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CONCRETE HEADWALL INSTALL HANDRAIL SEE CLR DETAIL PW-20
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CHANNEL IMPROVEMENTS UPSTREAM FROM BOX INSTALLATION
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FL IN 395.71
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16'X4' PRECAST BOX CULVERT
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NEW 16' X 4' CONCRETE BOX CULVERT
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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HEADWALL AND APRON NOTES: : 1. REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND SPACING. MATCH 4' RETAINING WALL BAR SIZE AND SPACING FOR HEADWALL, APRON, AND TOE REBAR SCHEDULE
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SHEET NO.
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
NTS
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O
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C8
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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12" THICK CONCRETE APRON TIES INTO BOX CULVERT AND WING WALLS AS PER PW-54 MATCH 4' WALL REBAR SCHEDULE
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TYPICAL APRON CROSS SECTION
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CONCRETE APRON TIES INTO RETAINING WING WALLS LENGTH FROM CULVERT VARIES
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CONCRETE HEADWALL INSTALL HANDRAIL SEE CLR DETAIL PW-20
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CHANNEL IMPROVEMENTS DOWNSTREAM FROM BOX INSTALLATION
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FL OUT 395.29
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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16'X4' PRECAST BOX CULVERT
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NEW 16' X 4' CONCRETE BOX CULVERT
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONCRETE TOEWALL KEY INTO STREAMBED 3' SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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BOX CULVERT EAST END (DOWNSTREAM)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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HEADWALL AND APRON NOTES: : 1. REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND SPACING. MATCH 4' RETAINING WALL BAR SIZE AND SPACING FOR HEADWALL, APRON, AND TOE REBAR SCHEDULE
PROPOSED 1' RIP RAP APPROX. 80 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 80 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 70 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 1' RIP RAP APPROX. 60 SY SEE CLR DETAIL PW-60
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8" CAST IRON WATER LINE
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14" SS POLY PIPE GRAVITY
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CHANNEL IMPROVEMENTS UPSTREAM
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PINE
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CHERRY
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TELEPHONE
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ELECTRIC
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12" CONCRETE APRON
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GENERAL NOTES: : 1. REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF PROPOSED CONSTRUCTION AND SHALL BE INCLUDED IN THE SITE PREPARATION ITEM. 2. CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONNECTION AT EXISTING GRADE.
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REMOVE AS PART OF SITE PREP 18" PINE 15" CHERRY
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
H: 1"=10'
V: 1"=5'
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GM
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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43L1500000500 STRONG SAMUEL M
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GRAPHIC SCALE
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C10
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SSMH RIM 402.08
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RAILING REPLACE EXISTING 34 LF TOTAL
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SIDEWALK
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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"COLONY WEST" BRICK SIGN AND LANDSCAPE
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FLAGPOLES
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BRECKINRIDGE DRIVE
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ALL SIDEWALK WITHIN EXCAVATION LIMITS TO BE REPLACED APPROX. 340 SF
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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REPLACE 72 LF (36 EACH SIDE) OF CURB AND GUTTER INSIDE LIMITS OF EXCAVATION
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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EXISTING 15" DRAIN TO CONNECT TO NEW CURB INLET CONTRACTOR TO VERIFY TYPE, SIZE, AND LOCATION FOR TIE IN OF ALL EXISTING CULVERTS/INLETS
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
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TIE EXISTING 16" PIPE INTO BOX CULVERT FIELD VERIFY SIZE AND ELVATION FL IN 396.77
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34
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GENERAL NOTES: : 1. REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF PROPOSED CONSTRUCTION AND SHALL BE INCLUDED IN THE SITE PREPARATION ITEM. 2. CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONNECTION AT EXISTING GRADE.
ALL SIDEWALK WITHIN EXCAVATION LIMITS TO BE REPLACED APPROX. 340 SF
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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REPLACE 72 LF (36 EACH SIDE) OF CURB AND GUTTER INSIDE LIMITS OF EXCAVATION
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11+06
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EXCAVATION LIMITS
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EXCAVATION LIMITS
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0.5% MIN
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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0.5% MIN
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
AutoCAD SHX Text
INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34