| Date |
Text |
| 2018-01-09 14:59:24 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PER SECTION 78-9 OF THE CODE OF ORDINANCES, THE |
| | VERTICAL DATUM FOR THE CITY IS NGVD 1929. THE CITY HAS |
| | BEEN ALLOWING THE USE OF NAVD 1988 PROVIDED THE |
| | CONVERSION BETWEEN NGVD AND NAVD IS PROVIDED ON THE |
| | SURVEY/PLANS. |
| | |
| | 2. IS FH#2 NECESSARY? THERE APPEARS TO BE AN EXISTING |
| | FH ACROSS THE STREET. |
| | |
| | 3. DRAINAGE STRUCTURE S-211 APPEARS TO BE UNNECESSARY. |
| | CAN STRUCTURE S-210 CONNECT TO EXISTING STORM MANHOLE |
| | IN THE INTERSECTION OF CLARE AVE AND BLANCHE ST.? |
| | |
| | 4. CAN THE ON-STREET PARKING SPACES ALONG ELIZABETH ST |
| | AND WILKINS AVE DRAIN TOWARD THE CURB AND THEN WARP THE |
| | PAVEMENT TO REDUCE THE NUMBER OF CATCH BASINS? ARE |
| | BULBOUTS NEEDED EVERY THREE PARKING SPACES? CONSIDER |
| | PROVIDING A VALLEY GUTTER BETWEEN THE BULBOUT AND |
| | SIDEWALK IF THEY ARE NEEDED. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. PUT THE OFFSITE WORK (WITHIN THE RIGHT-OF-WAY) ON A |
| | SEPARATE SET OF ENGINEERING PLANS. |
| | |
| | 3. INCLUDE SITE-SPECIFIC EXFILTRATION TEST RESULTS WITH |
| | THE DRAINAGE CALCULATIONS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
Print |
