| Date |
Text |
| 2022-08-12 10:26:08 | 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. THE CITY'S OFFICIAL VERTICAL DATUM IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE THE VERTICAL DATUM CONVERSION TO |
| | NGVD1929 ON THE SURVEY. LIST THE REFERENCED VERTICAL |
| | DATUM AND CONVERSION EQUATION TO NGVD1929 ON ALL SHEETS |
| | WITH ELEVATION INFORMATION. |
| | |
| | 2. SHOW THE EXISTING CATCH BASINS AND STORM PIPE ON |
| | 51ST ST ON ALL OF THE PLAN SHEETS. |
| | |
| | 3. EXISTING DRIVEWAY AND DROP CURB ON 51ST ST APPEARS |
| | WIDER THAN WHAT IS NEEDED FOR THE DEVELOPMENT. REMOVE |
| | THE EXCESS DRIVEWAY APRON AND DROP CURB AND REPLACE |
| | WITH LANDSCAPING AND TYPE F CURB AND GUTTER (INCLUDING |
| | TRANSITIONS TO DROP CURB). SHOW CURB AND GUTTER ON 51ST |
| | ST AND ON BROADWAY AVE. |
| | |
| | 4. BROADWAY AVE IS MAINTAINED BY FDOT. ANY IMPROVEMENTS |
| | WITH THE BROADWAY AVE ARE TO BE APPROVED BY FDOT. |
| | COORDINATE WITH FDOT THE EXISTING CURB CUTS ON BROADWAY |
| | AVE. |
| | |
| | 5. DRAWING NO. S-100 |
| | A. CAN YOU PROVIDE A COPY OF THE TOPOGRAPHIC SURVEY BY |
| | PREMIER DESIGN SOLUTIONS INC. REFERENCED IN THE FIFTH |
| | PARAGRAPH UNDER GENERAL NOTES? |
| | B. CAN YOU PROVIDE THE CTA SURVEY REFERENCED IN THE |
| | FIRST PARAGRAPH UNDER CITY OF WEST PALM BEACH WATER |
| | MAIN SYSTEM NOTES? |
| | C. MINIMUM DEPTH OF COVER FOR ALL WATER MAINS IS 36 |
| | INCHES. |
| | D. "MAXIMUM DEFECTION (SIC) PER EACH JOINT SHALL BE 3' |
| | WHERE DEFLECTION IS REQUIRED." WHAT DOES THIS MEAN? |
| | E. TWO DIFFERENT PHONE NUMBERS LISTED FOR ONE CALL |
| | SUNSHINE. |
| | F. MINIMUM CLEARANCE BETWEEN STORM STRUCTURES AND WATER |
| | MAINS SHALL BE 3 FEET, NOT 2 FEET. |
| | G. MINIMUM VERTICAL CLEARANCE FOR WATER MAINS PASSING |
| | UNDER OTHER UTILITIES IS 12 INCHES (OUTSIDE WALL TO |
| | OUTSIDE WALL), NOT 18 INCHES. |
| | |
| | 6. DRAWING NO. S-101 |
| | A. UNDER "GENERAL CONDITIONS" 'REPLANTING' OR |
| | 'REPLATTING' |
| | B. UNDER "CIVIL DESIGN CRITERIA" - WHAT AGENCY GOES BY |
| | THE LETTERS S.F.W.M.D.C.? |
| | C. UNDER "APPLICABLE CODES" - NAVD1988 IS THE |
| | ABBREVIATION FOR NORTH AMERICAN VERTICAL DATUM 1988. |
| | NGVD1929 IS NATIONAL GEODETIC VERTICAL DATUM 1929. |
| | D. UNDER "TEMPORARY FACILITIES" - REMOVE REFERENCE TO |
| | POMPANO BEACH. |
| | E. UNDER "STORM DRAINAGE INSTALLATIONS:", WHAT IS BCPS? |
| | |
| | 7. DRAWING NO. S-200: |
| | A. LABEL THE PARALLEL LINES RUNNING EAST-WEST AND |
| | NORTH-SOUTH THROUGH THE SIDEWALK AND DRIVEWAY ALONG |
| | 51ST STREET. |
| | B. SEVERAL PROPOSED SPOT GRADES ON THE SIDEWALKS ARE |
| | LISTED AS F.F.E. |
| | C. WHAT DOES THE 'X+' REPRESENT FOR THE EXISTING AND |
| | PROPOSED ELEVATIONS? |
| | D. PROVIDE EXISTING SPOT GRADES ALONG THE EDGE OF |
| | PAVEMENT OF BROADWAY AVE AND 51ST ST |
| | E. PROVIDE EXISTING SPOT GRADES ALONG THE SOUTH AND |
| | WEST PROPERTY LINES. |
| | F. PROVIDE CROSS SECTIONS FOR ALL FOUR PROPERTY LINES. |
| | EXTEND FROM FACE OF THE BUILDING TO 5 FEET BEYOND THE |
| | SOUTH AND WEST PROPERTY LINES AND TO THE CENTERLINES OF |
| | BROADWAY AVE AND 51ST ST. SHOW AND LABEL PROPERTY |
| | LINES, STREET R/W NAME, ALL GRADE BREAKS AND SURFACE |
| | FEATURES (FENCE, SIDEWALK, CURB AND GUTTER, |
| | LANDSCAPING, SIDEWALK, BUILDING WALL AND F.F.E.). |
| | PROVIDE DIMENSIONS FROM PROPERTY LINE TO THE SURFACE |
| | FEATURES. |
| | |
| | 8. DRAWING NO. S-202 |
| | A. PARKING STRIPE DETAIL - CITY STANDARD IS PARALLEL 4 |
| | INCH STRIPES SEPARATED BY 12 INCHES CLEAR AND JOINED AT |
| | ONE END WITH A 4 INCH STRIPE. DETAIL ON THE PLANS SHOWS |
| | 16 INCH CLEAR SPACE WITH NO CONNECTING STRIPE. |
| | B. NORTH EDGE OF STOP BAR STRIPE SHOULD BE 4 FEET FROM |
| | THE BACK OF SIDEWALK. PLAN SHOWS THE SOUTH EDGE AT 4 |
| | FEET FROM THE BACK OF SIDEWALK. |
| | C. HANDICAP SIGN MISSPELLED (SING). |
| | D. WHAT ARE THE PROPOSED 24 INCH WHITE STRIPES CALLED |
| | OUT ON THE RIGHT SIDE OF THE PLAN VIEW? |
| | |
| | 9. DRAWING NO. S-204: |
| | A. SHOW LIMITS OF MILLING AND RESURFACING |
| | B. CALL OUT AN EASEMENT FOR THE WATER METER AND SEWER |
| | CLEANOUT. |
| | C. PVC MISSPELLED (PCV) FOR 6 INCH LATERAL. |
| | |
| | 10. DRAWING NO. C-500, STANDARD DETAIL ST-8 - CONFIRM |
| | THE 20 FEET DEPTH IN THE TRENCH SCHEDULE. |
| | |
| | 11. DRAWING NO. C-501: DRAINAGE TABLE - |
| | A. SWITCH COLUMN HEADINGS FOR NORTH AND SOUTH. |
| | B. SWITCH COLUMN HEADINGS FOR EAST AND WEST. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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