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NO SCALE R/W R/W WATER LINE IN SLOPE AND BEYOND CUT EXISTING GRADE WATER LINE IN LOW AREA AND BEYOND FILL EXISTING GRADE MIN. (FROM EOP) NEW & EXISTING COLLECTOR / ARTERIAL ROADS TYPICAL WATER & SEWER UTILITY LOCATION DETAIL-1 11.5-1 STANDARD DETAIL NUMBER Approved By: Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: COLUMBIA COUNTY GEORGIA ENGINEERING DEPARTMENT WATER UTILITY TYPICAL NOTES: WATER LINES SHALL BE LOCATED ON THE NORTH AND EAST SIDE OF THE ROADWAY UNLESS OTHERWISE APPROVED. SANITARY SEWER LINES SHALL BE INSTALLED AS REQUIRED TO SERVE THE AREA. 1. 2. REFLECTIVE MARKERS SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS. MARKERS SHALL BE INSTALLED 1'-0" RIGHT 3. OF CENTER LINE OF ROADWAY. SEE NOTE 3 ---PAGE BREAK--- COLUMBIA COUNTY GEORGIA ENGINEERING DEPARTMENT WATER UTILITY (RIGHT OF WAY) ROADWAY REQUIRED UTILITY MINIMUM BUILDING LINE 20' MINIMUM SEPARATION SANITARY SEWER LINE; MINIMUM 6'-0" DEPTH 6" SERVICE LATERAL; SEE STANDARD DETAIL 12.16-1 11.5-2 STANDARD DETAIL NUMBER Approved By: Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: EASEMENT HYDRANT ASSEMBLY; SEE STANDARD DETAIL 14.15-1 SERVICE TAP/LATERAL; SEE STANDARD DETAIL 12.16-1 SIDEWALK WHERE REQUIRED METER BOX ALL DIMENSIONS ORIGINATE FROM BACK OF CURB CURB C ROADWAY L 1'-0" MIN. SERVICE LINE; SEE STANDARD DETAIL 14.10-1 DETAIL-2 FOR LAND SERVICE STREET SCALE: 1"=5' R/W LINE TYPICAL WATER & SEWER UTILITY LOCATION WATER & SEWER LOCATIONS N/A 2' 5' 5'-0" 5'-0" 7'-6" 8'-6" 8'-6" 11'-6" 16'-0" 16'-0" 19'-0" MINIMUM DISTANCE; NO SIDEWALK 2' PLANTER; 5' SIDEWALK 5' PLANTER; 5' SIDEWALK REMARKS 50' 50' 50' MAX. NOTES: SEE INDIVIDUAL STANDARD DETAILS FOR SPECIFICS. THESE DIMENSIONS COVER THE MINIMUM DISTANCES REQUIRED TO INSTALL WATER & SEWER SERVICE WITHIN THE DEVELOPMENT. VARIANCES FROM THESE DIMENSIONS SHALL BE REVIEWED AND APPROVED BY THE CCWUED ON A CASE BY CASE BASIS. SEE STANDARD DETAIL 11.5-1 AND 11.5-3 FOR DIFFERENT ROADWAY CONFIGURATIONS AND UTILITY LOCATIONS. WATER LINES SHALL BE LOCATED ON THE NORTH AND EAST SIDE OF THE ROAD. SEWER LINES SHALL BE LOCATED IN THE CENTER OF THE ROADWAY. MINIMUM DEPTH OF WATER 1. 2. 3. ALL STORM LINES SHALL BE LOCATED OPPOSITE WATER LINES. A PARALLELISM OF STORM AND WATER LINE IS IS NOT PERMITTED. ALL FORCE MAINS SHALL BE LOCATED 4. OPPOSITE WATER LINES AND 5'-0" OFF CURB. ALL FORCE MAINS SHALL HAVE A MINIMUM DEPTH OF LINE SHALL BE REFLECTIVE MARKERS SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS. MARKERS SHALL BE INSTALLED 1'-0" RIGHT 5. OF CENTER LINE OF ROADWAY. SEE NOTE 5 ---PAGE BREAK--- RIGHT OF WAY ROADWAY REQUIRED UTILITY 6" SERVICE LATERAL; SEE STANDARD DETAIL 12.16-1 11.5-3 STANDARD DETAIL NUMBER Approved By: Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: EASEMENT HYDRANT ASSEMBLY; SEE STANDARD DETAIL 14.15-1 ALL DIMENSIONS ORIGINATE FROM EDGE OF PAVEMENT EDGE OF PAVEMENT (EOP) C ROADWAY L SERVICE LINE; SEE STANDARD DETAIL 14.10-1 DETAIL-3 FOR RURAL LAND SERVICE STREET SCALE: 1"=5' R/W LINE TYPICAL WATER & SEWER UTILITY LOCATION WATER & SEWER LOCATIONS 4' 5' 6' 5'-0" 5'-0" 5'-0" 16'-6" 17'-6" 18'-6" 18'-6" 19'-6" 20'-6" MINIMUM DISTANCE; 4' SHOULDER 5' SHOULDER 6' SHOULDER REMARKS NOTES: SEE INDIVIDUAL STANDARD DETAILS FOR SPECIFICS. THESE DIMENSIONS COVER THE MINIMUM DISTANCES REQUIRED TO INSTALL WATER & SEWER SERVICE WITHIN THE DEVELOPMENT. VARIANCES FROM THESE DIMENSIONS SHALL BE REVIEWED AND APPROVED BY THE CCWUED ON A CASE BY CASE BASIS. SEE STANDARD DETAIL 11.5-1 AND 11.5-2 FOR DIFFERENT ROADWAY CONFIGURATIONS AND UTILITY LOCATIONS. 1. 2. 3. ALL STORM LINES SHALL BE LOCATED OPPOSITE WATER LINES. A PARALLELISM OF STORM AND WATER LINE IS IS NOT PERMITTED. ALL FORCE MAINS SHALL BE LOCATED 4. OPPOSITE WATER LINES AND 5'-0" OFF CURB OR EOP. ALL FORCE MAINS SHALL HAVE A MINIMUM DEPTH OF 2' MIN. WHERE AVAILABLE; SANITARY SEWER LINE MINIMUM DEPTH SHALL BE 7'-0" SERVICE TAP / LATERAL; SEE STANDARD DETAIL 12.16-1 METER BOX A MINIMUM OF 6" BEYOND THE TIE SLOPE SHOULDER COLUMBIA COUNTY GEORGIA ENGINEERING DEPARTMENT WATER UTILITY SEE NOTE 5 REFLECTIVE MARKERS SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS. MARKERS SHALL BE INSTALLED 1'-0" RIGHT 5. OF CENTER LINE OF ROADWAY. WATER LINES SHALL BE LOCATED ON THE NORTH AND EAST SIDE OF THE ROAD. SEWER LINES SHALL BE LOCATED IN THE CENTER OF THE ROADWAY. MINIMUM DEPTH OF WATER LINE SHALL BE ---PAGE BREAK--- 10'± TYPICAL EACH SIDE WATER LINE NO SCALE SEPARATION DETAIL 4'-0" MIN. 18" MINIMUM SEPARATION NOTE: WHERE AN 18" SEPARATION IS NOT POSSIBLE, 1 JOINT OF DUCTILE IRON PIPE MUST BE INSTALLED OVER OR UNDER THE PIPE CROSSING. FINISH GRADE 11.5-4 STANDARD DETAIL NUMBER Approved By: Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: Revision No. Date: SANITARY SEWER OR STORM LINE 1. WHERE THERE IS AN APPARENT CONFLICT CROSSING A SANITARY OR STORM SEWER LINE, SEE STANDARD DETAIL FOR VERTICAL OFFSETS. 2. TYPICAL WATER & SEWER LINE COLUMBIA COUNTY GEORGIA WATER UTILITY ENGINEERING DEPARTMENT ---PAGE BREAK---