| Date |
Text |
| 2010-08-02 12:47:40 | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | REVIEWER: DEAN S. LAUDERMILK, PROJECT COORDINATOR |
| | EMAIL: [email protected] |
| | OFFICE: 561-494-1083 (ENGINEERING) |
| | OFFICE: 561-805-6716 (CONSTRUCTION SERVICES) |
| | REVIEW STATUS: PASSED WITH PROVISOS: |
| | NO INFORMATION OTHER THAN A CIRCLED AREA ON A SURVEY IS |
| | SUPPLIED. SO IT IS TO BE ASSUMED THAT THE FOLLOWING |
| | CRITERIA WILL BE USED (IF NOT RESUBMIT THE PLAN AND |
| | PERMIT APPLICATION). ALSO, NO WORK CAN TAKE PLACE UNTIL |
| | ITEM #4 IS APPLIED FOR A IS IN YOUR HANDS: |
| | 1) THE DRIVEWAY ON PRIVATE PROPERTY IS TO BE REPLACED |
| | FROM THE BACK OF THE SIDEWALK TO THE HOME WITH: |
| | 1A) THE EXISTING DIMENSIONS WILL BE USED |
| | 1B) THE MATERIAL USED WILL BE CONCRETE |
| | 1C) THE CONCRETE WILL BE 6" THICK |
| | |
| | 2) THE SIDEWALK WILL BE REPLACED: |
| | 2A) THE EXISTING DIMENSIONS WILL BE USED |
| | 2B) THE MATERIAL USED WILL BE CONCRETE |
| | 2C) THE CONCRETE WILL BE 6" THICK |
| | |
| | 3) THE DRIVEWAY APPROACH BETWEEN THE SIDEWALK AND EDGE |
| | OF THE PAVEMENT WILL BE REPLACED: |
| | 3A) THE EXISTING DIMENSIONS WILL BE USED |
| | 3B) THE MATERIAL USED WILL BE CONCRETE |
| | 3C) THE CONCRETE WILL BE 6" THICK |
| | |
| | 4) THE WORK IN THE RIGHT-OF-WAY (ROW) WILL BE PERMITTED |
| | THRU THE CITY ENGINEERING SERVICES DEPARTMENT. THE ROW |
| | IS FROM THE BACK OF THE SIDEWALK TO THE EDGE OF THE |
| | PAVEMENT |
| | 4A) CONTACT WINDEL PALMER, PROJECT COORDINATOR, WHO IS |
| | IN CHARGE OF ROW PERMITS AT HIS DIRECT DIAL NUMBER OF |
| | 561-494-1086 OR FAX HIM AT 561-494-1116 |
| | 4B) THE FORMS (ROW PERMIT APPLICATION) CAN BE |
| | DOWNLOADED FROM OUR WEB SITE AT: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | 4C) THE "ENGINEERING SERVICES FEE DIRECTORY" WILL LET |
| | YOU KNOW THE COST OF THE PERMITS |
| | 4D) THE "ROW CONSTRUCTION STANDARDS" WILL INFORM YOU OF |
| | WHAT WILL BE EXPECTED OF YOUR CREWS |
| | 4E) THE ROW PERMIT MUST BE POSTED ON SITE |
