DATE 11-25-19 - - - - - BY TCB - - - - - GRASSED / SODDED CENTRAL ISLAND REVISION DESCRIPTION ADDED A SIDEWALK & CROSSWALK ON THE SOUTH END OF ROUNDABOUT. EXTENDED THE CONC. ISLAND TO STA. 2+20 - - - - - COLORED & STAMPED HANDICAP RAMP - - - - - END PAVEMENT STA. 4+05 DEMERE ROAD 1 STA. 3+44 E. BEACH CAUSEWAY CONCRETE TRUCK APRON GDOT DETAIL A-3, TYPE D NO. MARKINGS STA. 3+48 SEE GENERAL NOTE 3 ON TYPICAL SECTION END RAISED ISLAND REMOVE RAISED CONCRETE STA. 3+46 TREE, TYP. BEGIN PAVEMENT SPLITTER ISLAND MARKINGS STA. 4+68 WHITE YIELD ROAD GDOT 9032B MARKINGS, TYP. BEGIN RAISED ISLAND BEGIN PAVEMENT (SEE DETAIL) STA. 4+70 MARKINGS STA. 1+48 REQUIRED RIGHT OF WAY REQUIRED 25' UTILITY ESMT PAVEMENT MARKING DETAIL "A" (YELLOW) GDOT DETAIL T-14 R G 25' O I E STE A GI RE E D R REQUIRED 30' DRAINAGE ESMT G * * R 60' 8' PROVIDE SMOOTH No. PE15295 HANDICAP RAMP PROFESSIONAL 30' TRANSITION TO GDOT DETAIL A-3, TYPE B J #/#/## O E Y 25.36' EXIST. DRIVE N R 16' H GINEE E N L TYP. 10' M B 6 2 ARK MO 4 END PAVEMENT STA. 7+65 DEMERE ROAD 30' 15' 0' 30' 12' 24' R 32' -0+00 R 2' GRAPHIC SCALE: 1" = 30' R 3' R 50' 10' 12' 8' 8 4+004+05 R 1' 1+00 8' 3 8 2+00 3+00 3+00 DEMERE ROAD - R/W VARIES R 2' 3+60 12' 2+00 R 1' 1+00 12' 5 12' -0+00 R 120' R 3' 2 R 50' 3 34' DEMERE ROAD - R/W VARIES R 15' BEGIN PAVEMENT 12' R 15' R 15' 4 R 15' STA 0+00 1 1 DEMERE ROAD 30' R 60' 6 30' R 120' END RAISED ISLAND 5" DOUBLE STA. 5+68 YELLOW, TYP. 4' CONC. SIDEWALK TO BE FIELD LOCATED 7 R 1' 10' WIDE CONTINENTAL CROSSWALK, SEE DETAIL www.emc-eng.com END PAVEMENT 504 Gloucester Street [email protected] Brunswick, GA 31520 Ph: (912) 265-7636 Fax: (912) 233-4580 END PAVEMENT SERVICES, INC. 5" SOLID WHITE RAISED CONCRETE R 3' HANDICAP RAMP MARKINGS STA. 6+73 MARKINGS STA. 2+81 STRIPING, TYP. SPLITTER ISLAND GDOT DETAIL A-3, TYPE C BEGIN TRANSITION R 50' GDOT 9032B PEDESTRIAN HYBRID TO EX. PVMT. WIDTH EMC ENGINEERING 4' CONC. SIDEWALK TO BE 4 BEACON, EACH SIDE PAVEMENT MARKING CIVIL FIELD LOCATED END RAISED ISLAND 5" DOUBLE END TRANSITION DETAIL "A" (YELLOW) 24" PITCHED CURB & GUTTER MARINE FROM EX. PVMT. STA. 2+79 YELLOW, TYP. GDOT DETAIL T-14 6' WIDE CONTINENTAL GDOT 9032B, TYPE 7 FACE COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA WIDTH STA:0+77 CROSSWALK, SEE DETAIL 4" CONCRETE HEADER CURB BEGIN RAISED ISLAND REQUIRED RIGHT OF WAY GDOT 9032B, TYPE 9 ENVIRONMENTAL STA. 2+20 OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, 7' RAISED CONCRETE 8' SPLITTER ISLAND 8' GDOT 9032B 8" WHITE SKIP STRIPING, TYP. 18' 12' 12' 3 12' 2 BEGIN RAISED ISLAND R 2' STA. 1+81 NOTE: PAVEMENT MARKING ALL SIGNAGE AND PAVEMENT STRIPING / MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL "A" (YELLOW) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GDOT STANDARD GDOT DETAIL T-14 SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS. DEMERE ROAD 1 Number Length Radius Line/Chord Direction A Value C1 115.854 5097.432 N19° 16' 48.61"E 24" CURB & GUTTER BEGIN PAVEMENT Prepared for: GDOT 9032B, TYPE 2 FACE C2 199.469 1630.000 N16° 37' 03.05"E SIGN LEGEND MARKINGS STA. 0+96 EAST BEACH CAUSEWAY - R/W VARIES L1 288.983 N18° 09' 56.78"E 5" SOLID WHITE STRIPING, TYP. L2 160.996 N20° 07' 23.71"E AT DEMERE ROAD 5 EAST BEACH CAUSEWAY 1 1 ST. SIMONS, GLYNN COUNTY, GEORGIA Number Length Radius Line/Chord Direction A Value STAKING, SIGNAGE, & STRIPING PLAN GLYNN COUNTY BOARD OF COMMISIONERS END TRANSITION FROM L3 343.875 N64° 39' 15.04"W EX. PVMT. WIDTH 5" DOUBLE STA. 0+40 YELLOW, TYP. 6 2 EAST BEACH CAUSEWAY ROUNDABOUT PROJECT NO.: 18-0040 DRAWN BY: CFM DEMERE RETREAT LANE DESIGNED BY: JMM 7 3 SURVEYED BY: EMC SURVEY DATE: MAY 2018 CHECKED BY: JMM SCALE: 1" = 30' SOUTHPOINT DRIVE - 60' R/W BEGIN PAVEMENT DATE: JULY 2019 4 8 STA 0+00 E. BEACH CAUSEWAY MATCH EXIST. WIDTH SHEET 4 OF 26 DATE 11-25-19 - - - - - BY TCB - - - - - GRASSED / SODDED CENTRAL ISLAND REVISION DESCRIPTION ADDED A SIDEWALK & CROSSWALK ON THE SOUTH END OF ROUNDABOUT. EXTENDED THE CONC. ISLAND TO STA. 2+20 - - - - - COLORED & STAMPED HANDICAP RAMP - - - - - END PAVEMENT STA. 4+05 DEMERE ROAD 1 STA. 3+44 E. BEACH CAUSEWAY CONCRETE TRUCK APRON GDOT DETAIL A-3, TYPE D NO. MARKINGS STA. 3+48 SEE GENERAL NOTE 3 ON TYPICAL SECTION END RAISED ISLAND REMOVE RAISED CONCRETE STA. 3+46 TREE, TYP. BEGIN PAVEMENT SPLITTER ISLAND MARKINGS STA. 4+68 WHITE YIELD ROAD GDOT 9032B MARKINGS, TYP. BEGIN RAISED ISLAND BEGIN PAVEMENT (SEE DETAIL) STA. 4+70 MARKINGS STA. 1+48 REQUIRED RIGHT OF WAY REQUIRED 25' UTILITY ESMT PAVEMENT MARKING DETAIL "A" (YELLOW) PEDESTRIAN HYBRID GDOT DETAIL T-14 R G 25' BEACON, EACH SIDE O I E STE A GI RE E D R REQUIRED 30' DRAINAGE ESMT G * * R 60' 8' PROVIDE SMOOTH No. PE15295 HANDICAP RAMP PROFESSIONAL 30' TRANSITION TO GDOT DETAIL A-3, TYPE B J #/#/## O E Y 25.36' EXIST. DRIVE N R 16' H GINEE E N L TYP. 10' M B 6 2 ARK MO 4 END PAVEMENT STA. 7+65 6 DEMERE ROAD 30' 15' 0' 30' 12' 24' R 32' -0+00 R 2' GRAPHIC SCALE: 1" = 30' R 3' R 50' 10' 12' 8' 8 4+004+05 R 1' 1+00 8' 3 8 2+00 3+00 3+00 DEMERE ROAD - R/W VARIES R 2' 3+60 12' 2+00 R 1' 1+00 12' 5 12' -0+00 R 120' R 3' 2 R 50' 3 34' DEMERE ROAD - R/W VARIES R 15' BEGIN PAVEMENT 12' R 15' R 15' 4 R 15' STA 0+00 1 1 DEMERE ROAD 30' R 60' 6 30' R 120' END RAISED ISLAND 5" DOUBLE 6 STA. 5+68 YELLOW, TYP. 4' CONC. SIDEWALK TO BE FIELD LOCATED 7 R 1' 10' WIDE CONTINENTAL CROSSWALK, SEE DETAIL www.emc-eng.com END PAVEMENT 504 Gloucester Street [email protected] Brunswick, GA 31520 Ph: (912) 265-7636 Fax: (912) 233-4580 END PAVEMENT SERVICES, INC. 5" SOLID WHITE RAISED CONCRETE R 3' HANDICAP RAMP MARKINGS STA. 6+73 MARKINGS STA. 2+81 STRIPING, TYP. SPLITTER ISLAND GDOT DETAIL A-3, TYPE C BEGIN TRANSITION R 50' GDOT 9032B PEDESTRIAN HYBRID TO EX. PVMT. WIDTH EMC ENGINEERING 4' CONC. SIDEWALK TO BE 4 BEACON, EACH SIDE PAVEMENT MARKING CIVIL FIELD LOCATED END RAISED ISLAND 5" DOUBLE END TRANSITION DETAIL "A" (YELLOW) 24" PITCHED CURB & GUTTER MARINE FROM EX. PVMT. STA. 2+79 YELLOW, TYP. GDOT DETAIL T-14 6' WIDE CONTINENTAL GDOT 9032B, TYPE 7 FACE COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA WIDTH STA:0+77 CROSSWALK, SEE DETAIL 4" CONCRETE HEADER CURB BEGIN RAISED ISLAND REQUIRED RIGHT OF WAY GDOT 9032B, TYPE 9 ENVIRONMENTAL STA. 2+20 OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, 7' RAISED CONCRETE 8' SPLITTER ISLAND 8' GDOT 9032B 8" WHITE SKIP STRIPING, TYP. 18' 12' 12' 3 12' 2 BEGIN RAISED ISLAND R 2' STA. 1+81 NOTE: PAVEMENT MARKING ALL SIGNAGE AND PAVEMENT STRIPING / MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL "A" (YELLOW) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GDOT STANDARD GDOT DETAIL T-14 SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS. DEMERE ROAD 1 Number Length Radius Line/Chord Direction A Value C1 115.854 5097.432 N19° 16' 48.61"E 24" CURB & GUTTER BEGIN PAVEMENT Prepared for: GDOT 9032B, TYPE 2 FACE C2 199.469 1630.000 N16° 37' 03.05"E SIGN LEGEND MARKINGS STA. 0+96 EAST BEACH CAUSEWAY - R/W VARIES L1 288.983 N18° 09' 56.78"E 5" SOLID WHITE STRIPING, TYP. L2 160.996 N20° 07' 23.71"E AT DEMERE ROAD 5 EAST BEACH CAUSEWAY 1 1 ST. SIMONS, GLYNN COUNTY, GEORGIA Number Length Radius Line/Chord Direction A Value STAKING, SIGNAGE, & STRIPING PLAN GLYNN COUNTY BOARD OF COMMISIONERS END TRANSITION FROM L3 343.875 N64° 39' 15.04"W EX. PVMT. WIDTH 5" DOUBLE STA. 0+40 YELLOW, TYP. 6 2 EAST BEACH CAUSEWAY ROUNDABOUT PROJECT NO.: 18-0040 DRAWN BY: CFM DEMERE RETREAT LANE DESIGNED BY: JMM 7 3 SURVEYED BY: EMC SURVEY DATE: MAY 2018 CHECKED BY: JMM SCALE: 1" = 30' SOUTHPOINT DRIVE - 60' R/W BEGIN PAVEMENT DATE: JULY 2019 4 8 STA 0+00 E. BEACH CAUSEWAY MATCH EXIST. WIDTH SHEET 4 OF 26 DATE 11-25-19 - - - - - BY TCB - - - - - MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. USE 45° FITTINGS AS NEEDED. (10") 45° FITTING REVISION DESCRIPTION PROPOSED 10" PVC WATERMAIN, TYP. REVISED 10" WATERMAIN VERTICAL RELOCATION BASED ON THE RELOCATION OF 20" FM REVISIONS - - - - - MAINTAIN 3' MINIMUM COVER. - - - - - 1 REMOVE EXISTING VALVE, TYP. NO. TO BE ABANDONED. EX. WATERMAIN TO BE FILLED WITH FLOWABLE FILL AND CAPPED. (3) 10" VALVE IN BOX CAP ALL ENDS OF ABANDONED 10" WATERMAIN AND FILL WITH FLOWABLE FILL. SEE OTHER NOTE IF TRACER WIRE EXISTS ON THE EXISTING MAIN, CUT THE WIRE AT EACH CONNECTION POINT AND CONNECT IT TO THE NEW TRACER WIRE PROPOSED FIRE 10"x10"x10" TEE MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. HYDRANT ASSEMBLY USE 45° FITTINGS AS NEEDED.