Major and Minor Arterial Pavement Section

Home , Expansion joint, Street name sign

1 1/2" 2" 4" 4" 1'-11 1/2" 1'-0"

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-02.10 ACS MIX (PG 70-22) GRADING D RDWY TACK COAT 403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) @0.07 GAL/SY (@0.10 GAL/SY MILLED SURFACES) 2" - ASPHALT BINDER (226 LB/SY) 307-02.08 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING B-M2 4" - ASPHALTIC AGGREGATE BASE BINDER (460 LB/SY) 307-02.01 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING A 4" - ASPHALT AGGREGATE BASE (360 LB/SY) 307-02.02 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING A-S 307-02.03 AGGREGATE (BPMB-HM) GRADING A-S PRIME COAT 402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) @0.30-0.35 GAL/SY 402-02 AGGREGATE FOR COVER MATERIAL (PC) @8-12 LB/SY 12" - MINERAL AGGREGATE BASE 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D AGGREGATE UNDERDRAINS WITH PIPE (NOT SHOWN) (COORDINATE WITH TDOT STD. DRAWING RD-UD-3)

NOTES

1. THICKNESSES SHOWN ARE MINIMUMS. FINAL DESIGN THICKNESS TO BE DETERMINED BY A GEOTECHNICAL ENGINEER. 2. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION

DWG. NO. MAJOR AND MINOR ARTERIAL PAVEMENT SECTION

CITY OF FRANKLIN CITY DATE: RD-1 ENGINEER: 7/1/2021 NOT TO SCALE 1 1/2" 3" 4" 1'-6 1/2" 10"

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-02.10 ACS MIX (PG 70-22) GRADING D RDWY TACK COAT 403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) @0.07 GAL/SY (@0.10 GAL/SY MILLED SURFACES) 3" - BITUMINOUS AGGREGATE BASE 307-02.08 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING B-M2 4" - BITUMINOUS AGGREGATE BASE (460 LB/SY) 307-02.01 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING A PRIME COAT 402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) @0.30-0.35 GAL/SY 402-02 AGGREGATE FOR COVER MATERIAL (PC) @8-12 LB/SY 10" - MINERAL AGGREGATE BASE 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D

NOTES

DWG. NO. MAJOR AND MINOR COLLECTOR PAVEMENT SECTION

CITY OF FRANKLIN CITY DATE: RD-2 ENGINEER: 7/1/2021 NOT TO SCALE 1 1/2" 3" 1'-0 1/2" 8"

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-01.11 ACS MIX (PG 64-22) GRADING E RDWY TACK COAT 403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) @0.07 GAL/SY (@0.10 GAL/SY MILLED SURFACES) 3" - BITUMINOUS AGGREGATE BASE 307-01.08 ASPHALT CONCRETE MIX (PG 64-22) (BPMB-HM) GRADING B-M2 PRIME COAT 402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) @0.30-0.35 GAL/SY 402-02 AGGREGATE FOR COVER MATERIAL (PC) @8-12 LB/SY 8" - MINERAL AGGREGATE BASE 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D

NOTES

DWG. NO. LOCAL, ALLEY, AND MEWS PAVEMENT SECTION

CITY OF FRANKLIN CITY DATE: RD-3 ENGINEER: 7/1/2021 NOT TO SCALE 1 1/2" 2" 7 1/2" 4"

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-01.05 ACS MIX (PG 64-22) GRADING E RDWY TACK COAT 403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) @0.07 GAL/SY (@0.10 GAL/SY MILLED SURFACES) 2" - BITUMINOUS AGGREGATE BASE 307-01.08 ASPHALT CONCRETE MIX (PG 64-22) (BPMB-HM) GRADING B-M2 PRIME COAT 402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) @0.30-0.35 GAL/SY 402-02 AGGREGATE FOR COVER MATERIAL (PC) @8-12 LB/SY 4" - MINERAL AGGREGATE BASE 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D

NOTES

1. THE ASPHALT PAVEMENT MULTI-USE PATH SHOWN HEREON SHALL ONLY BE USED WHERE SPECIFICALLY PERMITTED BY THE CITY ENGINEER. THE CONCRETE MULTI-USE PATH SECTION ON DWG. NO. RP-9 SHALL BE USED IN ALL OTHER LOCATIONS. 2. MULTI-USE PATH CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAXIMUM 3. THICKNESSES SHOWN ARE MINIMUMS. FINAL DESIGN THICKNESS TO BE DETERMINED BY A GEOTECHNICAL ENGINEER. 4. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION

DWG. NO. MULTI-USE PATH PAVEMENT SECTION

CITY OF FRANKLIN CITY DATE: RD-4 ENGINEER: 7/1/2021 NOT TO SCALE 1 1/2" COMPACTED COLD MIX FLUSH WITH PAVEMENT SURFACE

STEP 1 1 1/2" TEMPORARY 1'-5 1/2" PATCH SEE COF WATER MANAGEMENT DEPT. DRAWING G-8 UTILITY BEDDING AND BACKFILL DETAIL

(NOTE 3) 9"

STEP 2 10" TRENCH 1'-0" 1'-0" REPAIR MIN. MIN. 1 1/2" 7 1/2"

STEP 3 FULL WIDTH 10" FLOWABLE FILL NOTE DEPENDING ON FIELD CONDITIONS, OVERLAY SUBSTITUTE FLOWABLE FILL BACKFILL (200 PSI MAX.) FOR THAT SHOWN AS DIRECTED BY THE COF WATER MANAGEMENT OR STREET DEPTS.

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-01.11 ACS MIX (PG 64-22) GRADING E RDWY BITUMINOUS AGGREGATE BASE TACK AND PRIME COATS 307-01.08 ASPHALT CONCRETE MIX (PG 64-22) (BPMB-HM) GRADING B-M2 NOT SHOWN FOR CLARITY. SEE DRAWING RD-3. MINERAL AGGREGATE BASE (PLACED IN LIFTS NOT EXCEEDING 6") 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D

NOTES

ASPHALT PAVEMENT TRENCH REPAIR DWG. NO. PARKING LOT AND DRIVE AISLE CITY OF FRANKLIN CITY DATE: RD-5 ENGINEER: 7/1/2021 NOT TO SCALE 1 1/2" COMPACTED COLD MIX FLUSH WITH PAVEMENT SURFACE

STEP 1 1 1/2" TEMPORARY 1'-5 1/2" PATCH SEE COF WATER MANAGEMENT DEPT. DRAWING G-8 UTILITY BEDDING AND BACKFILL DETAIL

(NOTE 3) INSTALL BASE FLUSH WITH 9" PAVEMENT SURFACE

STEP 2 10" TRENCH 1'-0" 1'-0" REPAIR MIN. MIN.

1 1/2" (NOTE 4) 7 1/2"

STEP 3

FULL WIDTH 10" FLOWABLE FILL NOTE MILL AND DEPENDING ON FIELD CONDITIONS, OVERLAY SUBSTITUTE FLOWABLE FILL BACKFILL (200 PSI MAX.) FOR THAT SHOWN AS DIRECTED BY THE COF WATER MANAGEMENT OR STREET DEPTS.

PAVEMENT SCHEDULE

NOTES

ASPHALT PAVEMENT TRENCH REPAIR DWG. NO. LOCAL STREET CITY OF FRANKLIN CITY DATE: RD-6 ENGINEER: 7/1/2021 NOT TO SCALE (NOTE 3) INSTALL BASE FLUSH WITH 11" PAVEMENT SURFACE

STEP 1

TRENCH 1'-0" 1'-0" 1'-0" REPAIR MIN. MIN. SEE COF WATER MANAGEMENT DEPT. DRAWING G-8 UTILITY BEDDING AND BACKFILL DETAIL

1 1/2" (NOTE 4) 9 1/2"

STEP 2 FULL WIDTH 1'-0" MILL AND OVERLAY

FLOWABLE FILL NOTE DEPENDING ON FIELD CONDITIONS, SUBSTITUTE FLOWABLE FILL BACKFILL (200 PSI MAX.) FOR THAT SHOWN AS DIRECTED BY THE COF WATER MANAGEMENT OR STREET DEPTS.

PAVEMENT SCHEDULE

1.5" - BITUMINOUS SURFACE COURSE 411-02.10 ACS MIX (PG 70-22) GRADING D RDWY BITUMINOUS AGGREGATE BASE TACK AND PRIME COATS NOT 307-02.08 ASPHALT CONCRETE MIX (PG 70-22) (BPMB-HM) GRADING B-M2 SHOWN FOR CLARITY. SEE DRAWINGS RD-1 AND RD-2. MINERAL AGGREGATE BASE (PLACED IN LIFTS NOT EXCEEDING 6") 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D

NOTES

ASPHALT PAVEMENT TRENCH REPAIR DWG. NO. ARTERIAL AND COLLECTOR STREET CITY OF FRANKLIN CITY DATE: RD-7 ENGINEER: 7/1/2021 NOT TO SCALE MANHOLE CASTING, VALVE BOX, OR OTHER PROJECTING ELEMENT A

TEMPORARY TEMPORARY DRIVING SURFACE SAFETY RAMP

FINAL PAVEMENT SURFACE ELEVATION TEMPORARY TEMPORARY SAFETY RAMP DRIVING SURFACE 4 2"

MAX. 1

SECTION A-A

NOTES

1. PROVIDE AND MAINTAIN TEMPORARY SAFETY RAMPS AT ALL ROADWAY ELEMENTS PROJECTING GREATER THAN 3/4 INCH ABOVE TEMPORARY DRIVING SURFACES. 2. TEMPORARY SAFETY RAMP: A. RUBBER MANHOLE SAFETY RAMP BY AMERICAN HIGHWAY PRODUCTS OR EQUAL B. ASPHALT RING, ADEQUATELY COMPACTED TO PROVIDE A FIRM DRIVING SURFACE 3. TEMPORARY SAFETY RAMPS SHALL BE FULLY REMOVED PRIOR TO PLACEMENT OF SURFACE COURSE.

DWG. NO. TEMPORARY SAFETY RAMP AT ROADWAY PROJECTIONS

CITY OF FRANKLIN CITY DATE: RD-8 ENGINEER: 7/1/2021 NOT TO SCALE DRAINAGE STRUCTURES, MANHOLES, GRATES, PIPE CULVERTS, AND ENDWALLS

TYPE TDOT STANDARD DRAWINGS CATCH BASINS TDOT CATCH BASINS 10, 12, 13, 14, 16, AND 17 TYPE (SEE NOTE 3) CATCH BASIN GRATES SEE CITY OF FRANKLIN DRAWINGS RP-1 THRU RP-4 AREA DRAINS - 1 GRATE D-CB-42 SERIES AREA DRAINS - 2 GRATES D-CB-43 SERIES AREA DRAIN GRATES D-CBB-42 JUNCTION BOX D-JBS-1 THRU D-JBS-5 MANHOLES D-MH-2 THRU DRF-1 TRENCH DRAINS D-TD-1 PROTECTED ENDWALLS D-PE-1 THRU D-PE-9F SAFETY CROSS DRAIN ENDWALLS D-PE-15A THRU D-PE-48A, AND D-PE-99 SAFETY SIDE DRAIN ENDWALLS D-SEW-1A PIPE CULVERTS AND FLUMES D-FLU-1, D-PB-1 THRU D-PB-3 PIPE CULVERT INSTALLATION D-PB-1, D-PB-2

NOTES

1. STRUCTURES NOTED IN TABLE ABOVE TO BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE TENNESSEE DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 2. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION. 3. MODIFY TDOT STRUCTURES ABOVE AS NEEDED TO PROVIDE FULL BEARING FOR INLET CASTINGS NOTED ON CITY OF FRANKLIN DRAWINGS RP-1 THRU RP-4.

DRAINAGE STRUCTURES, MANHOLES, GRATES, PIPE DWG. NO. CULVERTS AND END WALLS CITY OF FRANKLIN CITY DATE: D-1 ENGINEER: 7/1/2021 NOT TO SCALE 1/4"R

R4"

6" 2'-0" R4" 2 1/4"

1/4"R 1/2"

LOWERED CURB AT DRIVEWAYS 1/4"

6" 1/2"R 1"R

0.085 1'-0" 10"

2'-6"

NOTES

1. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE CURB, GUTTER, AND COMBINED CURB AND GUTTER 2. THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL CONFORM TO THE CONTOUR OF THE CURVE. NO CHORD SECTIONS WILL BE PERMITTED. 3. CONCRETE: CLASS A (3,000 PSI, 6% AIR) 4. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 5. EXPANSION JOINTS SHALL BE PLACED AS FOLLOWS: A. AT TANGENT POINTS OF CIRCULAR CURBS B. BETWEEN CURBS AND ABUTTING RIGID OBJECTS C. AT OTHER PLACES WHERE STRESSES MAY DEVELOP D. TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE. E. AT A MAXIMUM SPACING OF 100 FEET 6. CONTRACTION JOINTS: SPACED AT 10 FEET. SPACING MAY BE REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET. 7. COMBINED CURB AND GUTTER BASED ON TDOT STD. DRAWING RP-VC-10 8. INLET CASTING: JBS 3300-V OR APPROVED EQUAL WITH DIRECTIONAL VANE GRATES AND SURFACE MOUNT ENVIRONOTICE PLATES STATING "DUMP NO WASTE DRAINS TO RIVER". MODIFY TDOT STRUCTURES AS NEEDED TO PROVIDE FULL BEARING AT CASTING. DWG. NO. ARTERIAL AND COLLECTOR CURB AND GUTTER

CITY OF FRANKLIN CITY DATE: RP-1 ENGINEER: 7/1/2021 NOT TO SCALE 1. 7. 5. 3. 6. 2. 4. E. D. B. EXPANSION JOINTSSHALLBEPLACEDASFOLLOWS: B. EXPANSION JOINTS:1/2"THICKU.N.O.(SEEALSODRAWINGRP-10) REFERENCE "STANDARDSPECIFICATIONSFORROADANDBRIDGECONSTRUCTION"OFTHETENNESSEE DEPARTMENT COMBINED CURBANDGUTTERBASEDONTDOTSTD. DRAWINGRP-SC-1 CONTRACTION JOINTS:SPACEDAT10FEET.SPACING MAYBEREDUCEDFORCLOSURES,BUTNOTLESSTHAN6FEET. C. CONCRETE: CLASSA(3,000PSI,6%AIR) OF TRANSPORTATION,SECTION702-CEMENTCONCRETECURB,GUTTER,ANDCOMBINEDCURBGUTTER THE CURVE.NOCHORDSECTIONSWILLBEPERMITTED. THE FRONTFACEOFCONCRETECURBSFORALLDEGREESCURVATURESHALLCONFORMTO CONTOUROF A. A. POLYPROPYLENE FOAMJOINTFILLER(ASTMD8139) RUBBERIZED EXPANSIONJOINTFILLER(AASHTOM153,TYPE1) BETWEEN CURBSANDABUTTINGRIGIDOBJECTS TO LINEUPWITHPAVEMENTJOINTSWHERETHEADJACENT PAVEMENTISCONCRETE. AT OTHERPLACESWHERESTRESSESMAYDEVELOP AT TANGENTPOINTSOFCIRCULARCURBS AT AMAXIMUMSPACINGOF100FEET CITY OFFRANKLIN NOT TO SCALE 1/4"R ARTERIAL ANDCOLLECTOR CURBANDGUTTER 10" 6 1/4" 3" ENGINEER: CITY 8 7/8" 5 7/8" (SLOPING CURB) 2 3/4"R 2 3/8"R 1"R NOTES 2'-9" 2'-0 1/8"

0.083

1'-0" DATE: 7/1/2021 DWG. NO. RP-2 1/4"R

R4"

R4" 6" 1'-6" 2 1/4"

1/4"R 1/2" LOWERED CURB AT DRIVEWAYS 1/4"

6" 1/2"R 1"R

0.085 7" 8 1/2" 4" MIN.

2'-0"

NOTES

1. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE CURB, GUTTER, AND COMBINED CURB AND GUTTER 2. THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL CONFORM TO THE CONTOUR OF THE CURVE. NO CHORD SECTIONS WILL BE PERMITTED. 3. CONCRETE: CLASS A (3,000 PSI, 6% AIR) 4. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 5. EXPANSION JOINTS SHALL BE PLACED AS FOLLOWS: A. AT TANGENT POINTS OF CIRCULAR CURBS B. BETWEEN CURBS AND ABUTTING RIGID OBJECTS C. AT OTHER PLACES WHERE STRESSES MAY DEVELOP D. TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE. E. AT A MAXIMUM SPACING OF 100 FEET 6. CONTRACTION JOINTS: SPACED AT 10 FEET. SPACING MAY BE REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET. 7. INLET CASTING: JBS 3080-V OR APPROVED EQUAL WITH DIRECTIONAL VANE GRATES AND SURFACE MOUNT ENVIRONOTICE PLATES STATING "DUMP NO WASTE DRAINS TO RIVER". MODIFY TDOT STRUCTURES AS NEEDED TO PROVIDE FULL BEARING AT CASTING.

DWG. NO. LOCAL STREET CURB AND GUTTER

CITY OF FRANKLIN CITY DATE: RP-3 ENGINEER: 7/1/2021 NOT TO SCALE 1'-0" 1'-0"

3" 9" 1/4"R

3"R

1"R 4"

0.085 8" 7" 4" MIN.

2'-0"

NOTES

1. REFERENCE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE CURB, GUTTER, AND COMBINED CURB AND GUTTER 2. THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL CONFORM TO THE CONTOUR OF THE CURVE. NO CHORD SECTIONS WILL BE PERMITTED. 3. CONCRETE: CLASS A (3,000 PSI, 6% AIR) 4. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 5. EXPANSION JOINTS SHALL BE PLACED AS FOLLOWS: A. AT TANGENT POINTS OF CIRCULAR CURBS B. BETWEEN CURBS AND ABUTTING RIGID OBJECTS C. AT OTHER PLACES WHERE STRESSES MAY DEVELOP D. TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE. E. AT A MAXIMUM SPACING OF 100 FEET 6. CONTRACTION JOINTS: SPACED AT 10 FEET. SPACING MAY BE REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET. 7. INLET CASTING: NEENAH R-3501-TR / R-3501-TL OR APPROVED EQUAL WITH TYPE L GRATES. MODIFY TDOT STRUCTURES AS NEEDED TO PROVIDE FULL BEARING AT CASTING.

LOCAL STREET ROLLOVER CURB AND GUTTER DWG. NO. (RESIDENTIAL AREAS ONLY) CITY OF FRANKLIN CITY DATE: RP-4 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION EXPANSION JOINT SIDEWALK JOINT WHERE ABUTTING GRASS RIGID DRIVEWAY STRIP 1.5% (NOTE 6) OR BUILDING (NOTE 1) INCREASE SIDEWALK DRIVEWAY WIDTH THICKNESS TO MATCH EXPANSION APRON JOINT A 1.5% (NOTE 1) CURB HEIGHT TRANSITION (NOTE 2) EXPANSION JOINT LOWERED CURB AND GUTTER

A 1.5% (NOTE 1)

APRON RAMP SIDEWALK / APRON LOWERED CURB AND GUTTER 1.5% (NOTE 1) (NOTE 2) (NOTE 4) 2 1/4"

CONTRACTION 4" MINERAL EXPANSION JOINT AGGREGATE BASE JOINT SECTION A-A SECTION A-A NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. APRON RAMP SLOPE: A. 8% MAX., 1.5% MIN. AT RESIDENTIAL DRIVEWAYS, EXCEPT MULTI-FAMILY RESIDENTIAL B. 6% MAX., 1.5% MIN. AT ALL OTHER DRIVEWAYS 3. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 4. CONCRETE: CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT A. 6" MIN. THICK AT RESIDENTIAL DRIVEWAYS, EXCEPT MULTI-FAMILY B. 8" MIN. THICK AT NONRESIDENTIAL, MIXED-USE, AND MULTI-FAMILY RESIDENTIAL DRIVEWAYS 5. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) A. PROVIDE AT DRIVEWAYS WITH YIELD OR STOP CONTROL ONLY STANDARD CONCRETE DRIVEWAY APRON DWG. NO. WITH GRASS STRIP CITY OF FRANKLIN CITY DATE: RP-5 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT SIDEWALK EXPANSION JOINT GRASS WHERE ABUTTING STRIP 1.5% (NOTE 6) RIGID DRIVEWAY (NOTE 1) OR BUILDING 8.3% MAX. INCREASE SIDEWALK DRIVEWAY WIDTH EXPANSION THICKNESS TO MATCH JOINT APRON

A 1.5% (NOTE 1) CURB HEIGHT TRANSITION (NOTE 2) EXPANSION JOINT LOWERED CURB AND GUTTER 8.3% A MAX. 1.5% (NOTE 1)

LOWERED CURB APRON RAMP SIDEWALK / APRON AND GUTTER (NOTE 2) 1.5% (NOTE 1) 2 1/4" (NOTE 4)

EXPANSION CONTRACTION 4" MINERAL JOINT SECTION A-A JOINT AGGREGATE BASE SECTION A-A AGGREGATE BASE NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. APRON RAMP SLOPE: A. 8% MAX., 1.5% MIN. AT RESIDENTIAL DRIVEWAYS, EXCEPT MULTI-FAMILY RESIDENTIAL B. 6% MAX., 1.5% MIN. AT ALL OTHER DRIVEWAYS 3. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 4. CONCRETE: CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT A. 6" MIN. THICK AT RESIDENTIAL DRIVEWAYS, EXCEPT MULTI-FAMILY B. 8" MIN. THICK AT NONRESIDENTIAL, MIXED-USE, AND MULTI-FAMILY RESIDENTIAL DRIVEWAYS 5. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) A. PROVIDE AT DRIVEWAYS WITH YIELD OR STOP CONTROL ONLY LOWERED CONCRETE DRIVEWAY APRON DWG. NO. WITH GRASS STRIP CITY OF FRANKLIN CITY DATE: RP-6 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT SIDEWALK EXPANSION JOINT WHERE ABUTTING 1.5% (NOTE 5) RIGID DRIVEWAY (NOTE 1) OR BUILDING 8.3% MAX. INCREASE SIDEWALK DRIVEWAY WIDTH THICKNESS TO MATCH APRON

A 1.5% (NOTE 1) CURB HEIGHT TRANSITION LOWERED CURB AND GUTTER A EXPANSION JOINT 8.3% MAX. 1.5% (NOTE 1) EXPANSION JOINT

LOWERED CURB SIDEWALK / APRON AND GUTTER 1.5% (NOTE 1) 2 1/4" (NOTE 3)

EXPANSION 4" MINERAL JOINT SECTION A-A AGGREGATE BASE JOINT SECTION A-A AGGREGATE BASE NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 3. CONCRETE: CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT A. 6" MIN. THICK AT RESIDENTIAL DRIVEWAYS, EXCEPT MULTI-FAMILY B. 8" MIN. THICK AT NONRESIDENTIAL, MIXED-USE, AND MULTI-FAMILY RESIDENTIAL DRIVEWAYS 4. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) A. PROVIDE AT DRIVEWAYS WITH YIELD OR STOP CONTROL ONLY

LOWERED CONCRETE DRIVEWAY APRON DWG. NO. WITHOUT GRASS STRIP CITY OF FRANKLIN CITY DATE: RP-7 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION SIDEWALK JOINT

GRASS EXPANSION JOINT EVERY 25 TO 30 FEET STRIP

A 1.5% (NOTE 1) EXPANSION TRANSVERSE JOINT JOINTS

GRASS STRIP SIDEWALK 2'-0" CURB AND MIN.

GUTTER 2% 1.5% (NOTE 1) 2% 4"

4" MINERAL AGGREGATE BASE

SECTION A-A SECTION A-A NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 3. CONCRETE: 4" MIN. THICK CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT, BROOM FINISH 4. EXPANSION JOINTS: SEE DRAWING RP-10 5. PROVIDE TRANSVERSE JOINTS FORMING BLOCKS AS NEARLY TO SQUARE AS PRACTICAL 6. PROVIDE A LONGITUDINAL JOINT CENTERED ON WALK WHERE SIDEWALK WIDTH IS 8'-0" OR GREATER

DWG. NO. CONCRETE SIDEWALK

CITY OF FRANKLIN CITY DATE: RP-8 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT

EXPANSION JOINT EVERY 25 TO 30 FEET

MULTI-USE PATH

GRASS STRIP

1.5% (NOTE 1) EXPANSION JOINT

TRANSVERSE JOINTS

LONGITUDINAL JOINT

2'-0" GRASS STRIP MULTI-USE PATH MIN. CURB AND 1.5% (NOTE 1) 2%

GUTTER 2% 4"

LONGITUDINAL 4" MINERAL JOINT AGGREGATE BASE

SECTION A-A SECTION A-A NOTES

DWG. NO. CONCRETE MULTI-USE PATH

CITY OF FRANKLIN CITY DATE: RP-9 ENGINEER: 7/1/2021 NOT TO SCALE CURB GRASS STRIP EXPANSION JOINT

EXPANSION EXPANSION EXPANSION JOINT JOINT JOINT

EXPANSION JOINT EVERY 25 TO 30 FEET

SIDEWALK EXPANSION SIDEWALK JOINT

EXPANSION CURB JOINT EXPANSION JOINT

EXPANSION JOINT EXPANSION JOINT EVERY 25 TO 30 FEET

EXPANSION SIDEWALK BUILDING OR JOINT RETAINING WALL

1/4" CORNER EXPANSION JOINT FILLER RADIUS SIDEWALK

EXPANSION JOINT DETAIL

NOTES

1. EXPANSION JOINTS: A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 2. 1/2" THICK EXPANSION JOINTS SHALL BE PLACED AS FOLLOWS: A. TRANSVERSE TO SIDEWALK AT 25 TO 30 FEET APART DEPENDING ON TRANSVERSE JOINT MARKINGS B. TRANSVERSE TO SIDEWALK AT CURB EXPANSION JOINTS WHERE SIDEWALK IS BUILT DIRECTLY AGAINST CURB C. BETWEEN CURB AND SIDEWALK WHERE SIDEWALK IS BUILT DIRECTLY AGAINST CURB D. AT ABUTTING RIGID DRIVEWAYS OR OTHER SIDEWALKS E. AT CHANGES IN SIDEWALK DIRECTION, INCLUDING AT STREET CORNERS AND AT CURVED SECTIONS F. AT OTHER PLACES WHERE STRESSES MAY DEVELOP 3. 1" THICK EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALK ABUTS CIRCULAR CURBS, BUILDINGS, AND WALLS.

DWG. NO. SIDEWALK EXPANSION JOINT

CITY OF FRANKLIN CITY DATE: RP-10 ENGINEER: 7/1/2021 NOT TO SCALE SIDEWALK GRASS EXPANSION STRIP JOINT TURNING SPACE 1.5% 5'-0" x 5'-0" MIN. (NOTE 1)

A 6" CURB 1.5% (NOTE 1) 8.3% (NOTE 2) 1.5% DETECTABLE WARNING (NOTE 1) SURFACE (NOTE 6) A

CLEAR SPACE 4'-0" RAMP WIDTH WHOLLY OUTSIDE OF PARALLEL FLARED SIDES (10% MAX. VEHICLE TRAVEL LANE SLOPE, SIM. TO RP-12) LOWERED CURB (NO LIP) MAY BE USED IN LIEU OF AND 5% GUTTER COUNTER CURB RETURNS WHERE SLOPE AT RAMP APPROVED

LOWERED CURB RAMP TURNING SPACE (NO LIP) AND 5% GUTTER COUNTER 1.5% (NOTE 1) 8.3% (NOTE 2) 4" SLOPE AT RAMP 5% 8"

4" MINERAL EXP. JOINT AGGREGATE BASE EXPANSION JOINT TYP. WHERE ABUTTING CURB SECTION A-A WHERE ABUTTING CURB SECTION A-A NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. RAMP SLOPE: 8.3% MAX., 5% MIN. SLOPE SHALL NOT REQUIRE RAMP LENGTH TO EXCEED 15 FEET. 3. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 4. CONCRETE: CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT A. 8" MIN. THICK AT RAMP CONNECTION TO STREET. B. 4" MIN. THICK AWAY FROM RAMP CONNECTION TO STREET. TAPER THICKNESS ACCORDINGLY. 5. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) A. EXTEND SURFACE FULL WIDTH OF RAMP (EXCLUDING FLARED SIDES) AND 2'-0" IN THE DIRECTION OF TRAVEL 7. RAMP FINISH: COARSE BROOM FINISH TRANSVERSE TO SLOPE 8. RAMPS SHALL BE PROVIDED AT ALL STREET INTERSECTIONS, WALK LOCATIONS, AND MID-BLOCK CROSSINGS AND COMPLY WITH THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY. 9. POSITIVE DRAINAGE SHALL BE PROVIDED ACROSS ALL ELEMENTS SUCH THAT WATER DOES NOT ACCUMULATE. DWG. NO. PERPENDICULAR CURB RAMP

CITY OF FRANKLIN CITY DATE: RP-11 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT SIDEWALK GRASS STRIP 1.5% TURNING SPACE (NOTE 1) 5'-0" x 5'-0" MIN. 8.3% (NOTE 2) A EXPANSION JOINT TYP. 1.5% WHERE ABUTTING CURB 10% (NOTE 1) 6" CURB 8.3% 8.3% (NOTE 2) (NOTE 2) DETECTABLE WARNING 10% 1.5% SURFACE (NOTE 6) A (NOTE 1)

CLEAR SPACE 4'-0" RAMP WIDTH WHOLLY OUTSIDE OF PARALLEL VEHICLE TRAVEL LANE LOWERED CURB (NO LIP) AND 5% GUTTER COUNTER SLOPE AT RAMP CONCRETE FLARED SIDES (10% MAX. SLOPE, 8.3% DESIRABLE) 6" CURB LOWERED CURB RAMP TURNING SPACE (NO LIP) AND 5% GUTTER COUNTER 1.5% (NOTE 1)

8.3% (NOTE 2) 4" SLOPE AT RAMP 5% 8"

EXP. JOINT 4" MINERAL AGGREGATE BASE EXPANSION JOINT TYP. WHERE ABUTTING CURB SECTION A-A WHERE ABUTTING CURB SECTION A-A NOTES

CITY OF FRANKLIN CITY DATE: RP-12 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT TYP. SIDEWALK WHERE ABUTTING CURB GRASS STRIP 1.5% TURNING SPACE (NOTE 1) 5'-0" x 5'-0" MIN. 8.3% (NOTE 2) A EXPANSION JOINT TYP. 1.5% WHERE ABUTTING CURB EXPANSION (NOTE 1) 6" CURB JOINT 8.3% 8.3% (NOTE 2) (NOTE 2) DETECTABLE WARNING 1.5% SURFACE (NOTE 6) A 6" CURB (NOTE 1)

CLEAR SPACE 4'-0" RAMP WIDTH WHOLLY OUTSIDE OF PARALLEL VEHICLE TRAVEL LANE LOWERED CURB (NO LIP) AND 5% GUTTER COUNTER SLOPE AT RAMP

6" CURB LOWERED CURB RAMP TURNING SPACE (NO LIP) AND 5% GUTTER COUNTER 1.5% (NOTE 1)

8.3% (NOTE 2) 4" SLOPE AT RAMP 5% 8"

EXP. JOINT 4" MINERAL AGGREGATE BASE EXPANSION JOINT TYP. WHERE ABUTTING CURB SECTION A-A WHERE ABUTTING CURB SECTION A-A NOTES

CITY OF FRANKLIN CITY DATE: RP-13 ENGINEER: 7/1/2021 NOT TO SCALE EXPANSION JOINT INCREASE RAMP THICKNESS SIDEWALK TURNING SPACE TO MATCH TURNING SPACE 5'-0" x 5'-0" MIN. 1.5% (NOTE 1) 8.3% (NOTE 2)

A EXPANSION JOINT TYP. WHERE ABUTTING CURB 1.5%

(NOTE 1) 6" CURB DETECTABLE WARNING 8.3% SURFACE (NOTE 6) A (NOTE 2)

1.5% CLEAR SPACE 4'-0" RAMP WIDTH (NOTE 1) WHOLLY OUTSIDE OF PARALLEL VEHICLE TRAVEL LANE LOWERED CURB (NO LIP) AND 5% GUTTER COUNTER SLOPE AT RAMP

LOWERED CURB (NO LIP) AND 5% 6" CURB TURNING SPACE GUTTER COUNTER SLOPE AT RAMP

5% 1.5% (NOTE 1) 8"

EXPANSION JOINT TYP. 4" MINERAL WHERE ABUTTING CURB SECTION A-A AGGREGATE BASE WHERE ABUTTING CURB SECTION A-A AGGREGATE BASE NOTES

CITY OF FRANKLIN CITY DATE: RP-14 ENGINEER: 7/1/2021 NOT TO SCALE BLENDED TRANSITION RAMPS MAY GRASS DIRECT USERS INTO THE CENTER OF STRIP SIDEWALK AN INTERSECTION AND MAY ONLY BE USED AS A LAST OPTION AND WITH CITY ENGINEER APPROVAL

1.5% TURNING SPACE CONCRETE FLARED SIDES (NOTE 1) 5'-0" x 5'-0" MIN. (10% MAX. SLOPE, 8.3% DESIRABLE) A 10% 1.5% EXPANSION DETECTABLE WARNING JOINT SURFACE (NOTE 6) (NOTE 1) 5%

(NOTE 2) 1.5%

(NOTE 1) 10% A CLEAR SPACE 4'-0" RAMP WIDTH WHOLLY OUTSIDE OF PARALLEL VEHICLE TRAVEL LANE

LOWERED CURB (NO LIP) AND 5% GUTTER COUNTER SLOPE AT RAMP

LOWERED CURB RAMP TURNING SPACE (NO LIP) AND 5% GUTTER COUNTER 1.5% (NOTE 1) 5% (NOTE 2) 4" SLOPE AT RAMP 5% 8"

4" MINERAL EXP. JOINT AGGREGATE BASE EXPANSION JOINT TYP. WHERE ABUTTING CURB SECTION A-A WHERE ABUTTING CURB SECTION A-A NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. RAMP SLOPE: 5% MAX. 3. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 4. CONCRETE: CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT A. 8" MIN. THICK AT RAMP CONNECTION TO STREET. B. 4" MIN. THICK AWAY FROM RAMP CONNECTION TO STREET. TAPER THICKNESS ACCORDINGLY. 5. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) A. EXTEND SURFACE FULL WIDTH OF RAMP (EXCLUDING FLARED SIDES) AND 2'-0" IN THE DIRECTION OF TRAVEL 7. RAMP FINISH: COARSE BROOM FINISH TRANSVERSE TO SLOPE 8. RAMPS SHALL BE PROVIDED AT ALL STREET INTERSECTIONS, WALK LOCATIONS, AND MID-BLOCK CROSSINGS AND COMPLY WITH THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY. 9. POSITIVE DRAINAGE SHALL BE PROVIDED ACROSS ALL ELEMENTS SUCH THAT WATER DOES NOT ACCUMULATE. DWG. NO. BLENDED TRANSITION RAMP

CITY OF FRANKLIN CITY DATE: RP-15 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. PERPENDICULAR RAMP LAYOUT

CITY OF FRANKLIN CITY DATE: RP-16 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. COMBINATION PERPENDICULAR SIDEWALK RAMP LAYOUT

CITY OF FRANKLIN CITY DATE: RP-17 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. PARALLEL CURB RAMP LAYOUT

CITY OF FRANKLIN CITY DATE: RP-18 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. BLENDED TRANSITION RAMP LAYOUT

CITY OF FRANKLIN CITY DATE: RP-19 ENGINEER: 7/1/2021 NOT TO SCALE E Main St

≥ STREET SIGN STANDARD STREET NAME SIGN CROSS BRACKET

E John Smith St DECEASED WAR VETERAN

DECEASED WAR VETERAN STREET NAME SIGN

DWG. NO. LOCAL RESIDENTIAL STREET NAME SIGN (MUTCD D3-1)

CITY OF FRANKLIN CITY DATE: RP-20 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. LOCAL STREET SIGN

CITY OF FRANKLIN CITY DATE: RP-21 ENGINEER: 7/1/2021 NOT TO SCALE ROW 1.5% (NOTE 1) SIDEWALK

CONTINUOUS STRIP

GRASS CURB AND 8'-0" GUTTER STALL WIDTH

BULB-OUT EDGE OF 22'-0" STALL LENGTH 22'-0" STALL LENGTH (NOTE 2) TRAVEL LANE

NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. BULB-OUTS TO THE EDGE OF TRAVEL LANE ARE REQUIRED AT EACH END OF AN ON-STREET PARKING SPACE OR SERIES OF SPACES. 3. ON-STREET PARKING SPACES SHALL BE LOCATED OUTSIDE OF STREET INTERSECTION SIGHT DISTANCE TRIANGLES.

DWG. NO. ON-STREET PARKING

CITY OF FRANKLIN CITY DATE: RP-22 ENGINEER: 7/1/2021 NOT TO SCALE 1. 7. 5. 3. 6. 2. 4. INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING: 36" X 41" BLUE BACKGROUND WITH WHITE BORDER, THERMOPLASTIC PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" BY UNITED STATES ACCESS BOARD. QUANTITY OF ACCESSIBLE ON-STREET PARKING SPACES SHALL MEET THAT REQUIRED IN TABLE R214 THE "PROPOSED ACCESSIBILITY GUIDELINES FOR SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. THE 5'-0" ACCESS AISLE IS REQUIRED REGARDLESS OF PARKING SPACE LOCATION ALONG BLOCK FACE AND EXCLUSIVE GUTTER. A BULB-OUT TO THE EDGE OF TRAVEL LANE IS REQUIRED AT EACH END AN ON-STREET PARKING SPACE OR SERIES SPACES (NOT SHOWN). ADDITIONAL ROW SHALL BE DEDICATED AS NECESSARY TO ACCOMMODATE THE ACCESSIBLE PARKING SPACE, ACCESS AISLE, AND SIDEWALK BEYOND. ACCESSIBLE ON-STREET PARKING SPACES SHALL BE PROVIDED AT ALL NEW PUBLIC AND PRIVATE STREETS WITH MARKED OR METERED PARKING. R7-8P RESERVED ACCESSIBLE PARKING R7-8 VAN PARKING" (R7-8) (R7-8P) SIGNS ACCESSIBLE" "RESERVED

ON-STREET GRASS SIDEWALK AND "VAN PARKING STRIP CITY OF FRANKLIN NOT TO SCALE (NOTE 4) ACCESSIBLE ON-STREET PARKING (STANDARD) GUTTER CURB AND CONTINUOUS ROW 10'-0" ENGINEER: CITY 42'-0" STALL LENGTH NOTES 22'-0" 1.5% (NOTE 1) 5'-0" BACK OF CURB ALONG EXTEND SIDEWALK TO ACCESS ACCESS AISLE 8'-0" AISLE STALL WIDTH DATE: CURB RAMP SLOPE AT COUNTER 5% GUTTER 10'-0" PERPENDICULAR CURB RAMP 7/1/2021 8.3% MAX. 5'-0" x MIN. TURNING SPACE EDGE OF TRAVEL LANE INLET ON UPSTREAM SIDE OF ACCESSIBLE SPACE RP-23 DWG. NO. RESERVED "RESERVED PARKING PARKING" (R7-8) LOWERED SIDEWALK PERPENDICULAR AND "VAN CURB RAMP, ACCESSIBLE" ROW TYP. EACH SIDE (R7-8P) SIGNS (NOTE 4) 5'-0" R7-8 TURNING VAN SPACE ACCESSIBLE R7-8P 1.5% (NOTE 1)

8.3% 8.3% MAX. MAX. 5'-0" AISLE SIDEWALK ACCESS

CONTINUOUS INLET ON

CURB AND 8'-0" UPSTREAM SIDE OF

PARKING GUTTER ACCESSIBLE SPACE ON-STREET STALL WIDTH

LOWERED CURB 10'-0" 22'-0" 10'-0" EDGE OF AND 5% GUTTER TRAVEL LANE COUNTER SLOPE BETWEEN RAMPS 42'-0" STALL LENGTH

NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. ACCESSIBLE ON-STREET PARKING SPACES SHALL BE PROVIDED AT ALL NEW PUBLIC AND PRIVATE STREETS WITH MARKED OR METERED ON-STREET PARKING. 3. QUANTITY OF ACCESSIBLE ON-STREET PARKING SPACES SHALL MEET THAT REQUIRED IN TABLE R214 OF THE "PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" BY THE UNITED STATES ACCESS BOARD. 4. ADDITIONAL ROW SHALL BE DEDICATED AS NECESSARY TO ACCOMMODATE THE ACCESSIBLE PARKING SPACE, ACCESS AISLE, AND SIDEWALK BEYOND. 5. THE 5'-0" ACCESS AISLE IS REQUIRED REGARDLESS OF THE PARKING SPACE LOCATION ALONG THE BLOCK FACE AND IS EXCLUSIVE OF THE GUTTER. 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING: 36" X 41" BLUE BACKGROUND WITH WHITE BORDER, THERMOPLASTIC 7. A BULB-OUT TO THE EDGE OF TRAVEL LANE IS REQUIRED AT EACH END OF AN ON-STREET PARKING SPACE OR SERIES OF SPACES (NOT SHOWN). DWG. NO. ACCESSIBLE ON-STREET PARKING (LOWERED SIDEWALK)

CITY OF FRANKLIN CITY DATE: RP-24 ENGINEER: 7/1/2021 NOT TO SCALE DESCRIPTION COLOR: BLACK ON ORANGE SIZE: 4" DIAMETER CONSTRUCTION: 0.010" WHITE RIGID VINYL

W. FRICK & COMPANY PART# CFT-CM-4 OR APPROVED EQUAL

NOTES

1. MARKERS SHALL BE INSTALLED EVERY 200 FEET OR AT LOCATIONS WHERE FIBER OPTIC CABLE RUN CHANGES DIRECTION. 2. ONLY APPROVED MARKERS AND ADHESIVE SHALL BE USED. 3. ADHESIVE: METALBOND SB-12 HIGH STRENGTH SEALANT ADHESIVE OR APPROVED EQUAL 4. PLACE MARKER ON TOP OF CURB WITH ARROW POINTED IN THE DIRECTION THE FIBER OPTIC CABLE LINES IN REFERENCE TO THE MARKER LOCATION. 5. IF NO CURB IS PRESENT, PLACE MARKER AT EDGE OF PAVEMENT NEAREST THE CABLE RUN WITH ARROW POINTED IN THE DIRECTION THE FIBER OPTIC CABLE LIES IN REFERENCE TO THE MARKER LOCATION.

DWG. NO. CITY OF FRANKLIN FIBER OPTIC EMBLEM

CITY OF FRANKLIN CITY DATE: ITS-1 ENGINEER: 7/1/2021 NOT TO SCALE SURFACE TO BE RESTORED TRENCH SHALL BE TO ORIGINAL CONDITION LOCATED AT BACK FINISH TO THE SATISFACTION OF OF SIDEWALK AS GRADE THE CITY ENGINEER NECESSARY

BACKFILL AS DIRECTED BY CITY ENGINEER SIDEWALK 4" MIN. SAND COVER BACKFILL AS DIRECTED BY CITY ENGINEER 4" MIN. SAND COVER 6" 6" MIN. MIN. NON-PAVED AREA SIDEWALK

REPAIR STREET PER DRAWING RD-6 (LOCAL) AND RD-7 (ARTERIAL AND COLLECTOR) (NOTE 3)

DRILL AND EPOXY #4 CLASS A CLASS A x 1'-0" LONG EPOXY CONCRETE CONCRETE COATED REBAR (6" EMBED.) AT 4'-0" O.C., 6" 6" STAGG. EA. SIDE. MIN. MIN. ASPHALT CONCRETE

NOTES

1. CONTRACTOR SHALL COORD. TRENCH, BACKFILL, AND PAVEMENT INSPECTIONS WITH THE COF STREET DEPARTMENT. 2. ALL CUTS IN PUBLIC STREETS REQUIRE A STREET CROSSING PERMIT AND APPROVED TRAFFIC CONTROL PLAN. 3. SAWCUT EXISTING PAVEMENTS, BASES, CURB AND GUTTER, AND SIDEWALKS (CUT JOINT TO JOINT) IN NEAT LINES. 4. TRENCH DEPTH SHALL BE 2'-0" MIN. SHOULD THE COF STREET DEPARTMENT ALLOW A LESSER DEPTH DUE TO FIELD CONDITIONS, THE CONDUIT SHALL BE CONCRETE-ENCASED IN ALL APPLICATIONS. 5. CONDUIT, PULL BOXES, AND POLES ARE TO BE INSTALLED AND LEVEL TO FINAL GRADE PRIOR TO POURING SIDEWALKS. 6. WARNING TAPE: TYPE 2 TAPE INSTALLED AT 12" BELOW FINISH GRADE (ALL TRENCHES) 7. TRACER WIRE: COPPER CLAD, 12 GA. MIN. WITH COLOR-CODED 30 MIL. HDPE INSULATED JACKET (ALL TRENCHES) 8. CONCRETE: CLASS A (3,000 PSI, 6% AIR) 9. CONDUIT: A. SEE PLANS FOR NUMBER AND SIZE. B. ALL CONDUIT SHALL BE SCHEDULE 40 PVC. C. ALL CONDUIT SHALL USE LONG SWEEP RADII (MINIMUM 6" RADIUS). D. PROVIDE JET LINE OR EQUAL PULL STRING. DWG. NO. CONDUIT TRENCH BACKFILL

CITY OF FRANKLIN CITY DATE: ITS-2 ENGINEER: 7/1/2021 NOT TO SCALE 2'-7" 2'-0"

CONDUIT, SEE PLANS FOR NUMBER AND SIZE PLUS ONE SPARE 4'-0" (SEE NOTE 3) ROADWAY TRAFFIC

2'-3" 3'-8"

3/4" NON-METALLIC CONDUIT FOR 4'-0" CONDUIT, SEE PLANS ANCHOR RODS GROUND WIRE 2'-7" 2'-0" FOR NUMBER AND SIZE PER CABINET PLUS ONE SPARE MANUFACTURER 4" 1'-6"

GROUNDING, SEE

1'-2" DRAWING ITS-4

1" RGS CONDUIT FOR POWER

NOTES

1. DETAIL TO BE USED WITH COF 730FR TS-2 TYPE 1 CABINET. 2. FINISH SHALL BE POWDER COATED TO MATCH SHERWIN-WILLIAMS #PGS4-1059-FC (FRANKLIN GREEN) WHEN LOCATED IN HISTORIC DOWNTOWN FRANKLIN AREA OR VINYL WRAP AS APPROVED BY THE COF ENGINEERING DEPARTMENT. 3. BASE MOUNTED CABINET SHALL BE SITUATED IN THE OPTIMUM POSITION FOR VIEWING THE CONTROLLER OPERATION AND THE ON-STREET SIGNAL DISPLAYS SIMULTANEOUSLY. 4. CONCRETE: CLASS A (3,000 PSI, 6% AIR) 5. GROUNDING: SEE DRAWING ITS-4 6. CONDUIT: A. SEE PLANS FOR NUMBER AND SIZE. B. PROVIDE ADDITIONAL 2" SPARE CONDUIT. C. PROVIDE 1" RGS CONDUIT FOR POWER. D. PROVIDE 3/4" NON-METALLIC CONDUIT FOR GROUND WIRE. E. ALL CONDUIT SHALL USE LONG SWEEP RADII (MINIMUM 6" RADIUS).

DWG. NO. TRAFFIC SIGNAL CABINET FOUNDATION

CITY OF FRANKLIN CITY DATE: ITS-3 ENGINEER: 7/1/2021 NOT TO SCALE 10'-0"

10'-0"

NOTES

1. ALL GROUNDING POINTS SHALL BE TIED TOGETHER. 2. GROUND RODS: 5/8" x 8'-0" COPPER CLAD STEEL WITH 25 OHM OR LESS RESISTANCE (3 MIN. REQUIRED) 3. GROUND WIRE: NO. 6 BARE SOLID COPPER WIRE 4. CONTRACTOR SHALL PROVIDE GROUNDING TEST RESULTS TO THE CITY.

DWG. NO. TRAFFIC SIGNAL CABINET GROUNDING

CITY OF FRANKLIN CITY DATE: ITS-4 ENGINEER: 7/1/2021 NOT TO SCALE 1. 5. 3. 6. 2. 4. IN HISTORICDOWNTOWNFRANKLINAREA. FINISH SHALLBEPOWDERCOATEDTOMATCHSHERWIN-WILLIAMS#PGS4-1059-FC(FRANKLINGREEN)WHEN LOCATED B. PHOTOCELL TOBEPOSITIONEDFACINGSOUTHSOUTHEAST. DETAIL TOBEUSEDWITHMILBANKSERVICEPEDESTALMODELNUMBERCP3B71110A22BKSL1ORAPPROVED EQUAL. C. CONDUIT: GROUNDING: PERUTILITYPROVIDERSPECIFICATIONS CONCRETE: CLASSA(3,000PSI,6%AIR) WITH THETRAFFICSIGNALCABINETFOUNDATION.LOCATION DEPENDENTONCABINETPHOTOCELLPLACEMENT. A. AT THEDIRECTIONOFENGINEERINGDEPARTMENT, THEPEDESTALFOUNDATIONMAYBEPOUREDINTEGRALLY PROVIDE CONDUITPERUTILITYPROVIDERSPECIFICATIONS FORGROUNDINGANDTOPOWERSOURCE. PROVIDE 1"RGSCONDUITFORPOWERTOTRAFFIC SIGNAL CABINET. ALL CONDUITSHALLUSELONGSWEEPRADII(MINIMUM 6"RADIUS). POWER SERVICEPOINT PER UTILITYPROVIDER WIRE ANDCONDUITTO SPECIFICATIONS CITY OFFRANKLIN NOT TO SCALE ELECTRICAL SERVICE DETAILSFORTRAFFICSIGNAL UTILITY PROVIDER GROUNDING PER SPECIFICATIONS

3'-0" ENGINEER: CITY 3'-0" NOTES UTILITY CUSTOMER SECTION SECTION 1'-2"

4" 1" RGSCONDUITFOR POWER TOTRAFFIC SIGNAL CABINET DATE: 7/1/2021 POWER FEEDTO CABINET FOUNDATION, CABINET CONNECT SEE DRAWINGITS-3 TRAFFIC SIGNAL TRAFFIC SIGNAL ITS-5 DWG. NO. BIU 8 DETECTOR 1-16 (STOP BAR) PHASING CONVENTION [KEY: BIU = ZONE - PHASE]

1 = Z2 - 1 9 = Z4 - 1 Ø 8 Ø 3 2 = Z1 - 2 10 = Z3 - 2 3 = Z2 - 3 11 = Z4 - 3 Ø 1 Ø 2 4 = Z1 - 4 12 = Z3 - 4 Ø 6 Ø 5 5 = Z2 - 5 13 = Z4 - 5 6 = Z1 - 6 14 = Z3 - 6 7 = Z2 - 7 15 = Z4 - 7 Ø 7 Ø 4 8 = Z1 - 8 16 = Z3 - 8 Z1 - 8 Z3 - 8 Z2 - 3 Z4 - 3

Z5 - 8 Z7 - 8 Z6 - 3 Z8 - 3 Z5 - 2 Z1 - 2

Z7 - 2 Z3 - 2

Z6 - 5 Z2 - 5

Z4 - 1 Z8 - 1 Z8 - 5 Z4 - 5

Z2 - 1 Z6 - 1

Z3 - 6 Z7 - 6

Z1 - 6 Z5 - 6 Z8 - 7 Z6 - 7 Z7 - 4 Z5 - 4

BIU 9 BIU 10

DETECTOR 17-32 (COUNT) Z4 - 7 Z2 - 7 Z3 - 4 Z1 - 4 DETECTOR 33-48 OTHER DETECTION [KEY: BIU = ZONE - PHASE] (EXTRA LANES)

17 = Z6 - 1 25 = Z8 - 1 [KEY: BIU = ZONE - PHASE] 18 = Z5 - 2 26 = Z7 - 2 EX: 33 = Z9 - 1 19 = Z6 - 3 27 = Z8 - 3 34 = Z10 - 2

20 = Z5 - 4 28 = Z7 - 4 (SPECIAL SETUP MAY BE 21 = Z6 - 5 29 = Z8 - 5 REQUIRED FOR LARGER INTERSECTIONS) 22 = Z5 - 6 30 = Z7 - 6 23 = Z6 - 7 31 = Z8 - 7 24 = Z5 - 8 32 = Z7 - 8

DWG. NO. TS2 DETECTOR LOCATIONS / ASSIGNMENTS

CITY OF FRANKLIN CITY DATE: ITS-6 ENGINEER: 7/1/2021 NOT TO SCALE NO (4)-"NO PARKING PARKING ANYTIME" (R7-1) ANY SIGNS TIME

R7-1

R65'-0" (ROW)

2% MIN. SLOPE 5% MAX. SLOPE R50'-0" (FACE OF CURB)

CURB

50'-0" R TYP. ROW

SIDEWALK

GRASS STRIP

NOTES

1. (4) - "NO PARKING ANYTIME" SIGNS SHALL BE PLACED AROUND PERIMETER OF CUL-DE-SAC. 2. PAVEMENT SLOPE WITHIN CUL-DE-SAC SHALL NOT BE LESS THAN 2% OR GREATER THAN 5%.

DWG. NO. CUL-DE-SAC

CITY OF FRANKLIN CITY DATE: SD-1 ENGINEER: 7/1/2021 NOT TO SCALE PUBLIC UTILITY, DRAINAGE, AND ACCESS EASEMENT (PUDAE) TO BE ABANDONED WHEN ROW IS EXTENDED

STREET TO BE "STREET TO BE EXTENDED EXTENDED BY BY AUTHORITY OF CITY OF AUTHORITY R65'-0" (PUDAE) FRANKLIN" SIGN OF CITY OF 3" BITUMINOUS AGGREGATE FRANKLIN BASE OVER PRIME COAT AND 8" MINERAL AGGREGATE BASE. SEE CROSS SECTION. 2% MIN. SLOPE 5% MAX. SLOPE R52'-0"

CROSS SECTION

FUTURE 1 1/2" SURFACE COURSE 3"

TRANSITION RAMP 11" 8" 4H:1V OR FLATTER ROW

3" - BITUMINOUS AGGREGATE BASE PRIME COAT GRASS STRIP CURB 8" - MINERAL AGGREGATE BASE SIDEWALK (SEE DRAWING RD-3 FOR MATERIAL REQUIREMENTS)

NOTES

1. TEMPORARY CUL-DE-SACS SHALL ONLY BE USED INTERNAL TO DEVELOPMENTS FOR CONSTRUCTION PHASING PURPOSES WHERE THE FINAL BUILD-OUT OF THE OVERALL DEVELOPMENT ALLOWS THE TEMPORARY CUL-DE-SAC TO BE ELIMINATED. 2. TEMPORARY CUL-DE-SACS SHALL NOT BE USED AT THE PERIMETER OF DEVELOPMENTS WHERE ELIMINATION OF THE TEMPORARY CUL-DE-SAC REQUIRES IMPROVEMENTS IN ADJACENT DEVELOPMENTS. 3. TEMPORARY CUL-DE-SACS SHALL BE REMOVED WITHIN 3 YEARS FROM THE DATE CONSTRUCTION STARTS, UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL. 4. PAVEMENT SLOPE WITHIN CUL-DE-SAC SHALL NOT BE LESS THAN 2% OR GREATER THAN 5%. 5. TEMPORARY CUL-DE-SAC MATERIALS SHALL MATCH THOSE REQUIRED FOR A LOCAL STREET MINUS THE SURFACE COURSE. SEE DRAWING RD-3.

DWG. NO. TEMPORARY CUL-DE-SAC

CITY OF FRANKLIN CITY DATE: SD-2 ENGINEER: 7/1/2021 NOT TO SCALE GRASS STRIP

SIDEWALK

ROW

STREET TO BE (2) - "STREET TO BE EXTENDED EXTENDED BY BY AUTHORITY OF CITY OF AUTHORITY OF CITY OF FRANKLIN" SIGNS FRANKLIN (NOTE 3)

PROPERTY LINE

(2) - PERMANENT TYPE 3 ROAD FUTURE BARRICADES WITH "ROAD EXTENSION CLOSED" (R11-2) SIGNS CLOSED R11-2

NOTES

1. TEMPORARY DEAD END STREET STUBS ARE ALLOWED FOR LOCAL STREETS ONLY. 2. TEMPORARY DEAD END STREET STUBS ARE NOT ALLOWED FOR ALLEYS OR MEWS. 3. TEMPORARY DEAD END STREET STUBS SHALL EXTEND A MAXIMUM OF ONE SINGLE-FAMILY RESIDENTIAL LOT. 4. TYPE 3 BARRICADES SHALL BE ANCHORED USING PERMANENT INSTALLATION METHODS.

DWG. NO. TEMPORARY DEAD END STREET STUB

CITY OF FRANKLIN CITY DATE: SD-3 ENGINEER: 7/1/2021 NOT TO SCALE GRASS STRIP

SIDEWALK

TURNING SPACE 5'-0" x 5'-0" MIN. ROW

10'-0" MIN. TYP.

CLEAR SPACE 4'-0" x RAMP WIDTH

6" CURB, TYP. CURB RAMPS

NOTES

1. SEE CURB RAMP STANDARD DRAWINGS FOR CONSTRUCTION DETAILS. 2. CROSSWALKS TO BE MARKED WHEN REQUIRED BY THE CITY ENGINEER. 3. CLEAR SPACE AT BASE OF CURB RAMPS SHALL BE WHOLLY OUTSIDE OF THE PARALLEL VEHICLE TRAVEL LANE. 4. STOP LINE TO BE MARKED AT ALL LOCATIONS WHERE STOP SIGNS ARE APPROVED. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC.

GEOMETRIC LAYOUT OF INTERSECTIONS WITH CURB DWG. NO. RETURN RADII OF 30' OR LESS CITY OF FRANKLIN CITY DATE: SD-4 ENGINEER: 7/1/2021 NOT TO SCALE INCREASE SIDEWALK SIDEWALK THICKNESS TO MATCH GRASS EXPANSION APRON STRIP JOINT 1.5% (NOTE 1)

EXPANSION ALLEY / MEWS WIDTH JOINT

A 1.5% (NOTE 1)

EXPANSION (NOTE 2) JOINT

LOWERED CURB AND GUTTER A 1.5% (NOTE 1)

APRON RAMP SIDEWALK / APRON LOWERED CURB AND GUTTER 1.5% (NOTE 1) (NOTE 2) (NOTE 4) 2 1/4"

CONTRACTION 4" MINERAL EXPANSION JOINT AGGREGATE BASE JOINT SECTION A-A

NOTES

1. SIDEWALK CROSS SLOPE: 1.5% DESIRABLE, 2.0% MAX. 2. APRON RAMP SLOPE: 8% MAX., 1.5% MIN. 3. MINERAL AGGREGATE BASE: 4" MIN. THICK 303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 4. CONCRETE: 8" MIN. THICK CLASS A (3,000 PSI, 6% AIR) WITH SYNTHETIC FIBER REINFORCEMENT 5. EXPANSION JOINTS: 1/2" THICK U.N.O. (SEE ALSO DRAWING RP-10) A. RUBBERIZED EXPANSION JOINT FILLER (AASHTO M153, TYPE 1) B. POLYPROPYLENE FOAM JOINT FILLER (ASTM D8139) 6. DETECTABLE WARNING: YELLOW (EXCEPT PER SECTION 2.4.8), CAST-IN-PLACE (ADA SOLUTIONS OR APPROVED EQUAL) 7. APRON RADIUS: A. 15'-0" MIN. AT ALLEYS B. 25'-0" MIN. AT MEWS DWG. NO. ALLEY / MEWS APPROACH APRON

CITY OF FRANKLIN CITY DATE: SD-5 ENGINEER: 7/1/2021 NOT TO SCALE ROW

ROLLOVER CURB AND ROLLOVER ALLEY GUTTER CURB AND

PAVEMENT GUTTER

ROW

R25'-0" MIN. ALLEY

PAVEMENT

NOTES

1. AN ALLEY INTERSECTION WITH ANOTHER ALLEY SHALL HAVE THE GEOMETRIC LAYOUT SHOWN ABOVE. 2. A MEWS INTERSECTION WITH ANOTHER MEWS OR ALLEY IS NOT PERMITTED.

DWG. NO. T-ALLEY INTERSECTIONS

CITY OF FRANKLIN CITY DATE: SD-6 ENGINEER: 7/1/2021 NOT TO SCALE SUTPHEN HS-3661 8'-4" 8'-0"

21'-6" 21'-11 1/2"

6'-7" 19'-3 1/2" 4'-5" 19'-9"

50'-0 1/2"

APPARATUS AND TURNING INFORMATION

1. NUMBER OF FRONT AXLES = 1 2. FRONT TRACK WIDTH = 8.000 FT 3. WHEELS ON EACH FRONT AXLE = 2 4. NUMBER OF REAR AXLES = 2 5. REAR TRACK WITH = 8.000 FT 6. WHEELS ON EACH REAR AXLE = 4 7. WHEELBASE = 19.292 FT R42'-0" 8. REAR AXLE SPACING = 4.417 FT 9. LOCK-TO-LOCK TIME = 6 SEC 10. TURNING RADIUS WALL TO WALL = 42 FT 11. BODY LENGTH = 50.042 FT 12. BODY WIDTH = 8.333 FT 13. REAR OVERHANG = 24.167 FT SUTPHEN HS-3661 14. MINIMUM DESIGN SPEED = 5 MPH

DWG. NO. FIRE APPARATUS TURNING TEMPLATE

CITY OF FRANKLIN CITY DATE: SD-7 ENGINEER: 7/1/2021 NOT TO SCALE CROSSWALK 2 3/4" THICK BRICK PAVERS ON CONCRETE DWG. NO. BASE CITY OF FRANKLIN CITY DATE: SS-1 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. 2 1/4" THICK BRICK PAVERS ON CONCRETE BASE

CITY OF FRANKLIN CITY DATE: SS-2 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. CONCRETE PAVEMENT WITH STAGGERED JOINT PATTERN

CITY OF FRANKLIN CITY DATE: SS-3 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. TYPICAL 2 1/4" THICK BRICK PAVERS PATTERN

CITY OF FRANKLIN CITY DATE: SS-4 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. SIGN SLEEVES

CITY OF FRANKLIN CITY DATE: SS-5 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. TYPICAL STREET SIGN

CITY OF FRANKLIN CITY DATE: SS-6 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. LIMESTONE STREET MARKER PG 1 OF 2

CITY OF FRANKLIN CITY DATE: SS-7 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. LIMESTONE STREET MARKER PG 2 OF 2

CITY OF FRANKLIN CITY DATE: SS-7 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. CAST ALUMINUM BIKE BOLLARD

CITY OF FRANKLIN CITY DATE: SS-8 ENGINEER: 7/1/2021 NOT TO SCALE A

SECTION A-A

DWG. NO. BRICK CURB RAMP AND DETECTABLE WARNING

CITY OF FRANKLIN CITY DATE: SS-9 ENGINEER: 7/1/2021 NOT TO SCALE A

SECTION A-A

SECTION B-B

DWG. NO. BRICK PERPENDICULAR CURB RAMP

CITY OF FRANKLIN CITY DATE: SS-10 ENGINEER: 7/1/2021 NOT TO SCALE A

B B

SECTION A-A

SECTION B-B

DWG. NO. BRICK COMBINATION CURB RAMP

CITY OF FRANKLIN CITY DATE: SS-11 ENGINEER: 7/1/2021 NOT TO SCALE A B

A SECTION A-A

SECTION B-B

DWG. NO. BRICK PARALLEL CURB RAMP

CITY OF FRANKLIN CITY DATE: SS-12 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREETSCAPE SIGN PG 1 OF 2

CITY OF FRANKLIN CITY DATE: SS-13A ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREETSCAPE SIGN PG 2 OF 2

CITY OF FRANKLIN CITY DATE: SS-13B ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREETSCAPE TRAFFIC SIGNAL MAST ARM POLE

CITY OF FRANKLIN CITY DATE: SS-14 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREETSCAPE PEDESTAL POLE

CITY OF FRANKLIN CITY DATE: SS-15 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY 5'-0" 1. DETAIL TO BE USED IN DOWNTOWN FRANKLIN GATEWAY CORRIDORS AND CONNECTOR STREETS, EXCEPT ALONG MAIN STREET

POLE AND APPURTENANCES 5'-3" 1. ALUMINUM 6064-T4 ROUND FLUTED TAPERED POLE (16 SHARP) 2. TENON: Ø4.5" x 10" 4 1/2" O.D. x 10" LG 3. (1) GFI RECEPTACLE, w/ IN-USE WEATHERPROOF COVER TENON 4. ATLANTA SERIES CAST ALUMINUM CLAMSHELL BASE, 22" DIAMETER 6.73" O.D. (AT TOP) 5. REYNOLDSBURG STYLE ROADWAY ARM, 51" LONG FOR RECEPTACLE MOUNTING A SINGLE FIXTURE (90 FROM CURB ON 6. GLASWERKS DECORATIVE ARM FITTER, PENDANT 1.50 SIDE OPPOSITE NPT SWIVEL, CMC FLOW OF TRAFFIC) 7. FINISH: RP99P024 FRANKLIN GREEN 80% GLOSS 8. (1) SET 1" x 36" ANCHOR BOLTS (HOT-DIP GALV.)

FIXTURE

28'-8" (NOMINAL HEIGHT) 1. MEMPHIS TEARDROP 2. P30 LED PERFORMANCE PACKAGE 3. 4000 SERIES CCT, 120-277V 4. TEARDROP 5. TYPE III 23'-4" (FULLY TAPERED) 22'-8" (RECEPTACLE) 6. 1.5" NPT PENDANT MOUNT 7. CUSTOM MATCHED COLOR 8. 7-PIN NEMA DIMMING PHOTOCONTROL RECEPTACLE 9. SHORTING CAP 10" O.D. x 0.188" WALL (AT BOTTOM) CATALOG #'s 4" x 6" REINFORCED ALUMINUM HANDHOLE 1. RFD214665 OPENING WITH 3/8"-16 2. POLE: RFTA2310-3DR12520G-EA-RP99P024 HOLE FOR A GROUND 3. BASE COVER: AT22CACSB-RP99P024 CONNECTOR AND FLUSH 4. ARM: RBC51/1-CA/RP99P024 FITTING ALUMINUM DOOR 5. ANCHOR BOLTS: AB-27-4 CAST ALUMINUM 6. FITTER: GWDFNPT15SCMC

3'-0" ANCHOR BASE 7. LUMINAIRE: MPL2P30S40KMVOLTTG3NPTCMCPR7SH WITH CLAMSHELL

1'-10"

DWG. NO. STREETSCAPE LIGHT POLE (TYPE A/B)

CITY OF FRANKLIN CITY DATE: L-1 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY

1. DETAIL TO BE USED IN DOWNTOWN FRANKLIN GATEWAY CORRIDORS AND CONNECTOR STREETS, EXCEPT ALONG MAIN STREET

POLE AND APPURTENANCES

1. WADSWORTH CAST ALUMINUM POLE 2. ALUMINUM, FLUTED TAPERED FTJ SHAFT 3. TENON: Ø3" x 3" 4. (1) GFI RECEPTACLE, w/ SMALL IN-USE WEATHERPROOF COVER 5. (1) BOLT-ON 30" BANNER ARM, Ø1" PIPE, HALF SPHERE FINIAL Ø3 1/2" 6. (1) BOLT-ON EYEBOLT 2'-6" 7. FINISH: RP99P024 FRANKLIN GREEN 80% GLOSS 8. (1) SET 3/4" x 18" ANCHOR BOLTS (HOT-DIP GALV.) BANNER

ORIENTATION HEIGHT RECEPTACLE 90° 13'-1" BANNER ARM 180° 12'-7" EYEBOLT 180° 7'-7"

17'-2" (NOMINAL HEIGHT) FIXTURE

1. GLASS WASHINGTON POSTLITE LED 2. P30 LED PERFORMANCE PKG 13'-7" (POLE HEIGHT)

13'-1" (RECEPTACLE) 3. 4000 SERIES CCT, 120-277V 12'-7" (BANNER ARM) 4. ENHANCED STYLE HOUSING 5. GLASS ASYMMETRIC TYPE III OPTICS 6. BUD FINIAL, CMC FINISH 7. CUSTOM MATCHED COLOR 8. 7-PIN NEMA DIMMING PHOTOCONTROL RECEPTACLE 7'-7" (EYEBOLT) 9. FIELD ADJUSTABLE OUTPUT Ø5 1/2" 10. SHORTING CAP

CATALOG #'s

1'-6" 1. POLE: WDA14FTJ19P07RP99P024-PROVS RFD214670 2. RECEPTACLE: FGIUS-SRP99P024 RFD214670 Ø1'-7" 3. BANNER ARM: BA30H4RP99P024 RFD214670 4. EYEBOLT: EBBRP99P024 RFD214670 5. ANCHOR BOLTS: AB-31-4 6. LUMINAIRE: WAE3P3040KMVOLTENGL3CMCBDTCMCAOPR7SH

DWG. NO. STREETSCAPE LIGHT POLE (TYPE C/D)

CITY OF FRANKLIN CITY DATE: L-2 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY

1. DETAIL TO BE USED IN DOWNTOWN FRANKLIN IN MAIN STREET CORRIDOR

POLE AND APPURTENANCES

1. ROUND TAPERED POLE 2. STEEL, 16-SHARP FLUTED SHAFT 3. TENON: Ø3" x 3" 4. (1) COLUMBIA SERIES Ø24" CAST IRON CLAMSHELL BASE, 2 HAND HOLES @ 180° FROM EACH OTHER 5. (1) GFI RECEPTACLE, w/ SMALL IN-USE WEATHERPROOF COVER 6. (1) 50A/240V RECEPTACLE w/ WEATHERPROOF COVER 7. (1) BOLT-ON 30" BANNER ARM, Ø1" PIPE, HALF SPHERE FINIAL 8. (1) BOLT-ON EYEBOLT 9. (1) 4" x 6" HANDHOLE, LESS ANCHOR BOLTS 10. FINISH: RP99P024 FRANKLIN GREEN 80% GLOSS 11. (1) SET 3/4" x 18" ANCHOR BOLTS (HOT-DIP GALV.) 2'-6"

BANNER ORIENTATION HEIGHT RECEPTACLE 270° 11'-6" RECEPTACLE 180° 1'-6" BANNER ARM 90° 11'-3" EYEBOLT 90° 6'-3"

FIXTURE

15'-8" (NOMINAL HEIGHT) 1. GLASS WASHINGTON POSTLITE LED 2. P30 LED PERFORMANCE PKG 3. 4000 SERIES CCT, 120-277V 4. ENHANCED STYLE HOUSING 12'-0" (POLE HEIGHT) 11'-6" (RECEPTACLE)

11'-3" (BANNER ARM) 5. GLASS ASYMMETRIC TYPE III OPTICS 6. SPIKE FINIAL, CMC FINISH 7. CUSTOM MATCHED COLOR 8. 7-PIN NEMA DIMMING PHOTOCONTROL RECEPTACLE 9. FIELD ADJUSTABLE OUTPUT

6'-3" (EYEBOLT) 10. SHORTING CAP

CATALOG #'s 2'-3" 1. POLE: RTFS12T3-MODHH-RP99P024 RFD322042 2. BASE: C24CSBCIU246E Ø2'-0" 3. RECEPTACLES: FGIUS-SRP99P024 RFD322042, FG-SPCU246E 4. BANNER ARM: BA301ABOFTBHB100PRP88P024 RFD322042 5. EYEBOLT: EBBRP99P024 6. ANCHOR BOLTS: AB-31-4 7. LUMINAIRE: WAE3P3040KMVOLTENGL3CMCSKTCMCAOPR7SH

DWG. NO. STREETSCAPE LIGHT POLE (TYPE MS-1)

CITY OF FRANKLIN CITY DATE: L-3 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY

1. DETAIL TO BE USED IN DOWNTOWN FRANKLIN IN MAIN STREET CORRIDOR

3'-0" POLE AND APPURTENANCES 1. ROUND TAPERED POLE 2. STEEL, 16-SHARP FLUTED SHAFT 3. TENON: Ø3" x 3" 4. (1) COLUMBIA SERIES Ø24" CAST IRON CLAMSHELL BASE, 2 HAND HOLES @ 180° FROM EACH OTHER 5. (1) GFI RECEPTACLE, w/ SMALL IN-USE WEATHERPROOF COVER 6. (1) 50A/240V RECEPTACLE w/ WEATHERPROOF COVER 7. (1) BOLT-ON 30" BANNER ARM, Ø1" PIPE, HALF SPHERE FINIAL 8. (1) BOLT-ON EYEBOLT 9. (1) 4" x 6" HANDHOLE, LESS ANCHOR BOLTS 10. PHILADELPHIA SERIES CROSSARM, 36" LONG FOR MOUNTING 2 FIXTURES @ 180° 2'-6" 11. FINISH: RP99P024 FRANKLIN GREEN 80% GLOSS 12. (1) SET 3/4" x 18" ANCHOR BOLTS (HOT-DIP GALV.) BANNER ORIENTATION HEIGHT RECEPTACLE 270° 11'-6" RECEPTACLE 180° 1'-6" BANNER ARM 90° 11'-3" EYEBOLT 90° 6'-3"

FIXTURE 16'-5" (NOMINAL HEIGHT) 1. GLASS WASHINGTON POSTLITE LED 2. P30 LED PERFORMANCE PKG 3. 4000 SERIES CCT, 120-277V 4. ENHANCED STYLE HOUSING 12'-0" (POLE HEIGHT) 11'-6" (RECEPTACLE)

11'-3" (BANNER ARM) 5. GLASS ASYMMETRIC TYPE III OPTICS 6. SPIKE FINIAL, CMC FINISH 7. CUSTOM MATCHED COLOR 8. 7-PIN NEMA DIMMING PHOTOCONTROL RECEPTACLE 9. FIELD ADJUSTABLE OUTPUT

6'-3" (EYEBOLT) 10. SHORTING CAP

CATALOG #'s 2'-3" 1. POLE: RTFS12T5-MODHH-RP99P024 RFD322043 2. BASE: C24CSBCIU246E Ø2'-0" 3. CROSSARM: PCP36CARP99P024 4. RECEPTACLES: FGIUS-SRP99P024 RFD322043, FG-SPCU246E 5. BANNER ARM: BA301ABOFTBHB100PRP99P024 RFD322043 6. EYEBOLT: EBBRP99P024 7. ANCHOR BOLTS: AB-31-4 8. LUMINAIRE: (2) - WAE3P3040KMVOLTENGL3CMCSKTCMCPR7AOSH DWG. NO. STREETSCAPE LIGHT POLE (TYPE MS-2)

CITY OF FRANKLIN CITY DATE: L-4 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY

1. DETAIL TO BE USED IN DOWNTOWN FRANKLIN GATEWAY CORRIDORS AND CONNECTOR STREETS, EXCEPT ALONG MAIN STREET

5'-0"

POLE AND APPURTENANCES

1. ALUMINUM 6063-T4 ROUND FLUTED TAPERED POLE (16 SHARP)

6" 2. TENON: Ø3" x 5" 3. (1) GFI RECEPTACLE, w/ IN-USE WEATHERPROOF COVER 4. 3" x 5" EXTERNALLY REINFORCED HANDHOLE OPENING 3" O.D. x 5" LG TENON 5. SANTA ROSA CAST ALUMINUM CLAMSHELL BASE, 19" WITH 6" O.D. CAST PLATE DIAMETER 6. BOSTON HARBOR ROADWAY ARM, 60" LONG FOR 4.2" O.D. (AT TOP) MOUNTING A SINGLE FIXTURE EXTERNAL FESTOON 7. BOSTON HARBOR DECORATIVE ARM FITTER, QUICK CASTING, GFI STEM MOUNT, CMC RECEPTACLE & 8. FINISH: RP99P024 FRANKLIN GREEN 80% GLOSS IN-USE COVER 9. (1) SET 1" x 36" ANCHOR BOLTS (HOT-DIP GALV.) LOCATED 0° RIGHT FROM HANDHOLE

FACTORY INSTALLED VIBRATION DAMPENER LOCATED 12'-0" UP FIXTURE

22'-6" (NOMINAL HEIGHT) FROM BUTT OF POLE 1. GLASWERKS PRISMATIC LED PRAGUE 3" x 5" EXTERNALLY 2. P50 LED PERFORMANCE PACKAGE 20'-0" (FULLY TAPERED) REINFORCED ALUMINUM 3. 4000 SERIES CCT, 120-277V HANDHOLE OPENING 4. BOWL GLASS AND DOOR WITH 3/8"-16 HOLE FOR A GROUND CONNECTOR 5. TYPE III WELDED OPPOSITE 6. QUICK STEM MOUNT OPENING AND SURFACE 7. CUSTOM MATCHED COLOR MOUNTED ALUMINUM 8. 7-PIN NEMA DIMMING PHOTOCONTROL RECEPTACLE DOOR 9. FIELD ADJUSTABLE LUMEN OUTPUT 7" O.D. x 0.188" WALL 10. SHORTING CAP (AT BOTTOM) CATALOG #'s CAST ALUMINUM ANCHOR BASE 1. POLE: 200042706FF-VD-3T5-GFI-RP99P024 RFD320165 WITH CLAMSHELL 2. CLAMSHELL BASE: SN19CSBCSRCXXRP99P024 1'-6" RFD320165 1'-7" 3. ROADWAY ARM: BHC60/1CACDXRP99P024 RFD320165 4. ANCHOR BOLTS: LEX1ABSET RFD320165 5. FITTER: BHDFQSMCMC 6. LUMINAIRE: GPLB3P5040KMVOLTBG3QSMCMCPR7AOSH

DWG. NO. STREETSCAPE LIGHT POLE (TYPE RURAL)

CITY OF FRANKLIN CITY DATE: L-5 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREETSCAPE LIGHT POLE BASE DETAIL

CITY OF FRANKLIN CITY DATE: L-6 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. PLANTER RECEPTACLE DETAIL

CITY OF FRANKLIN CITY DATE: L-7 ENGINEER: 7/1/2021 NOT TO SCALE APPLICABILITY

1. DETAIL TO BE USED OUTSIDE OF DOWNTOWN FRANKLIN GATEWAY CORRIDORS AND CONNECTOR STREETS

POLE AND APPURTENANCES

1. SQUARE STRAIGHT ALUMINUM POLE, 30 FEET, 6" SQUARE WITH 0.25" WALL 2. D1, DRILLING FOR 1 UNIT (TYPE R) D2, DRILLING FOR 2 UNITS AT 180° (TYPE R2) 3. FOR MGLED AND MGLEDM 4. BLACK 5. (1) SET ANCHOR BOLTS (HOT-DIP GALV.)

FIXTURE

30'-0" (NOMINAL HEIGHT) 1. MONGOOSE LED MEDIUM 2. P1 PERFORMANCE PACKAGE 3. 4000 SERIES CCT, 120-277V 4. MEDIUM ROADWAY 5. UNIVERSAL (ROUND AND SQUARE) 6. BLACK SUPER DURABLE 7. 7-PIN NEMA PHOTOCONTROL RECEPTACLE 8. DLL PHOTOCONTROL

CATALOG #'s

1. POLE (TYPE R): SSA3066JD01MG3BKABG 2. POLE (TYPE R2): SSA3066JD02MG3BKABG 3. LUMINAIRE (TYPE R): MGLEDMP140KMVOLTMRUNBKSDPR7PCLL 4. LUMINAIRE (TYPE R2): (2) - MGLEDMP140KMVOLTMRUNBKSDPR7PCLL

DWG. NO. STREETSCAPE LIGHT POLE (TYPE R AND R2)

CITY OF FRANKLIN CITY DATE: L-8 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. 30' LIGHT POLE - BASE DETAIL

CITY OF FRANKLIN CITY DATE: L-9 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREET LIGHT LARGE PULL BOX INSTALLATION DETAIL

CITY OF FRANKLIN CITY DATE: L-10 ENGINEER: 7/1/2021 NOT TO SCALE DWG. NO. STREET LIGHT SMALL PULL BOX INSTALLATION DETAIL

CITY OF FRANKLIN CITY DATE: L-11 ENGINEER: 7/1/2021 NOT TO SCALE