| Date |
Text |
| 2022-12-08 14:20:16 | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND |
| | VERTICALLY. CALL OUT MIN. 3 FT. SETBACK FROM EDGE OF |
| | PROPOSED DRIVEWAY TO PROPERTY LINE. SHOW ANY WATER |
| | METERS, SANITARY CLEANOUTS, STORM INLETS ETC. IN |
| | VICINITY OF PROPOSED DRIVEWAY. DO NOT CONSTRUCT |
| | DRIVEWAY ON TOP OF WATER METERS, SANITARY CLEANOUTS, |
| | STORMWATER INLETS ETC. |
| | |
| | CONSTRUCT DRIVEWAY APRON IN COMPLIANCE WITH WPB |
| | CONSTRUCTION STANDARD DETAIL GC-5 (WHEN DISTANCE |
| | BETWEEN CURB OR EDGE OF PAVEMENT IS 10 FT. OR GREATER), |
| | OR STANDARD DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR |
| | EDGE OF PAVEMENT IS LESS THAN 10 FT.) CITY STANDARD |
| | DETAIL IS REQUIRED, SEE LINK BELOW: HTTPS://WWW.WPB.ORG |
| | /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS |
| | |
| | ADDITIONAL COMMENTS ADDED 12.13.,22: |
| | |
| | 1) THE PROPOSED DRIVEWAY CAN NOT BE WIDER THAN 20 FT. |
| | PLUS A 3 FT. FLARE ON EACH SIDE. I DO NOT SEE THE WIDTH |
| | CALLED OUT AT THE RIGHT OF WAY, BUT THE MEASUREMENT |
| | SHOW ON PROPERTY FOR IT IS 23.8 FT. |
| | 2) I DO SEE THE EXISTING APRON BEING CALLED OUT TO BE |
| | REMOVED. THERE IS A PROPOSED GRAVEL DRIVEWAY WHICH I DO |
| | NOT THINK ZONING WILL ALLOW. EVEN IF THEY DO, CARS CAN |
| | NOT DRIVE OVER THE SIDEWALK WITH NO APRON. YOU WILL |
| | NEED TO RESOLVE THE PROPOSED GRAVEL DRIVE WITH THEM, |
| | BUT YOU MAY NOT HAVE DRIVEWAYS AT THE RIGHT OF WAY |
| | EXCEEDING 20 FT. TOTAL. |
| | |
| | |
| | |
| | THANKS, |
| | RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES |
| | DEPT., 561-494-1098, FAX: 561-494-1116 [email protected] |
| | FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC |
| | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 |
| | |
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