| Date |
Text |
| 2023-06-01 19:17:26 | 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 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. BELVEDERE ROAD IS MAINTAINED BY PALM BEACH COUNTY. |
| | ANY WORK WITHIN THE RIGHT OF WAY WILL REQUIRE APPROVAL |
| | AND A PERMIT FROM THE COUNTY. |
| | |
| | 2. LABEL THE PROPOSED R/W LINE ON ALL PLAN VIEWS. |
| | |
| | 3. SHEET C-04 |
| | A. DETAIL 4 ACCESSIBLE PARKING SPACE ADA COMPLIANT: |
| | SEPARATION OF WHITE AND BLUE PARALLEL STIPES SHOULD |
| | MATCH THE 12 INCHES SHOWN ON SHEET C-03 AS WELL AS THE |
| | 4-INCH STRIPE CONNECTING THE ENDS OF THE PARALLEL |
| | STRIPES. |
| | |
| | 4. SHEET C-05 DEMOLITION PLAN |
| | A. SHOW THE LIMITS OF THE SIDEWALK AND CURB REMOVAL |
| | ALONG BELVEDERE ROAD INCLUDING AT THE CORNER CURB RAMP. |
| | PBC TIME EXTENSION LETTER FOR PERMIT RW57085-0422 |
| | MENTIONS INSTALLING NEW SIDEWALK ALONG THE PROJECT |
| | FRONTAGE (APPROX. 225 FEET). |
| | B. SHOW THE LIMITS OF THE REMOVAL OF THE TRAFFIC |
| | SEPARATOR ALONG THE NORTH CURB OF BELVEDERE ROAD. |
| | |
| | 5. SHEET C-06 |
| | A. THE DRIVEWAY APRON WITHIN THE RIGHT OF WAY SHOULD BE |
| | CONCRETE INSTEAD OF ASPHALT. |
| | B. CAN THE MOUNTABLE ISLAND WITHIN THE DRIVEWAY APRON |
| | BE NARROWED TO PROVIDE A WIDER SIDEWALK BEHIND IT? |
| | C. SUGGEST MOVING STRUCTURE NO. 2 SO THAT THE MANHOLE |
| | COVER IS NOT WITHIN THE WHEEL PATH AND/OR SO THAT THE |
| | ENTRANCE OR EXIT IS NOT BLOCKED WHEN THE MANHOLE IS |
| | OPENED FOR MAINTENANCE. |
| | D. SHOW CONCRETE SIDEWALK FOR THE FULL R/W WIDTH WEST |
| | OF THE DRIVEWAY. |
| | E. REMOVE THE CURB LINES ACROSS THE SIDEWALK AT THE |
| | DRIVEWAY APRON. |
| | F. STRUCTURE NO. 3 NEEDS TO BE COMPLETELY OUT OF THE |
| | PROPOSED R/W. |
| | G. ADJUST SPOT GRADE LEADERS SO THAT THEY LAND ON THE |
| | PAVEMENT INSTEAD OF ON TOP OF THE CURB. |
| | H. SHOW EXISTING TYPE F CURB AND GUTTER ON SECTION B-B. |
| | I. SHOW EXISTING TYPE F CURB AND GUTTER AND PROPOSED |
| | DROP CURB ON SECTION C-C. |
| | J. CALLOUT CONNECTION TO EXISTING CURB INLET ON PARKER |
| | AVE, THE PROPOSED INVERT ELEVATION, THE EXISTING BOTTOM |
| | ELEVATION AND WHETHER THE STRUCTURE WILL NEED TO BE |
| | MODIFIED TO INSTALL THE PROPOSED 15-NCH RCP. |
| | K. SHOULD CURBS ON THE EAST AND WEST SIDES OF THE |
| | DRIVEWAY TO THE ALLEY EXTEND TO THE WALLS? |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. MODIFY THE SFWMD ERP PERMIT (IF NEEDED) AND PROVIDE |
| | A COPY OF THE SFWMD ERP BEFORE START OF CONSTRUCTION. |
| | |
| | 2. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 3. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER MANAGEMENT CALCULATIONS WILL BE |
| | REVIEWED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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