| Date |
Text |
| 2022-10-04 10:55:49 | STORM #4 WAS GIVEN A PASS WITH SITE PLAN CONDITIONS |
| | LISTED AT THE BOTTOM OF THESE NOTES. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 9/22/22 SUBMITTAL. PREVIOUSLY SATISFIED COMMENTS ARE |
| | NOT INCLUDED. |
| | |
| | 1. [PARTIALLY SATISFIED] LABEL ALL THE STREETS ON ALL |
| | OF THE SHEETS. FOR EXAMPLE, SHEET C1.01 ONLY LABELS |
| | PINEWOOD AVE. NONE OF THE EAST-WEST STREETS ARE |
| | LABELED. NEW COMMENT - ON SHEET C3.01 LABEL PINEWOOD |
| | AVE NORTH AND SOUTH OF 25TH ST. |
| | |
| | 13. [SATISFIED] REVISE THE PARKING SPACE STRIPING |
| | DETAIL TO MATCH CITY CODE. |
| | |
| | 16. [SATISFIED ??? SEE NEW COMMENTS ON THE 9/22/2022 |
| | SUBMITTAL] RCP PIPE (MINIMUM 15 INCHES IN DIAMETER) TO |
| | BE INSTALLED WITHIN THE RIGHT OF WAY. NEW COMMENT: NOT |
| | ALL PIPES ARE LABELED. PROPOSED STORM PIPES ON 25TH ST |
| | AT BROADWAY, ON BROADWAY AVE AT 24TH ST., BROADWAY AT |
| | NORTHWOOD RD LABELED AS 18" HDPE. |
| | |
| | NEW COMMENTS (5/27/2022 SUBMITTAL): |
| | |
| | 17. [SATISFIED] INDICATE HOW THE EXISTING CATCH BASIN |
| | ON THE SOUTH SIDE OF 23RD ST EAST OF PINEWOOD DRIVE |
| | WILL CONNECT TO THE MS4. |
| | |
| | 18. [NOT SATISFIED ??? TO BE PROVIDED AND REVIEWED WITH |
| | ENGINEERING PERMIT SUBMITTAL] PROVIDE PRE- AND |
| | POST-DEVELOPMENT HGL CALCULATIONS FOR THE DRAINAGE |
| | SYSTEM ON BROADWAY AND 23RD STREET WITH THE ENGINEERING |
| | PERMIT SUBMITTAL. |
| | |
| | 19. [NOT SATISFIED] REVIEW DESIGN PLANS IN SFWMD |
| | PERMITS FOR 24TH ST AND 25TH ST AND OTHER PROJECTS IN |
| | THE VICINITY FOR STORM PIPE CONNECTIVITY. THE INLET ON |
| | THE SOUTH SIDE OF 24TH ST EAST OF BROADWAY MAY BE |
| | CONNECTED TO A MANHOLE SOUTH OF THE STRUCTURE INSTEAD |
| | OF THE MANHOLE ON BROADWAY AVE. ADDITIONAL COMMENTS: |
| | THE AS-BUILT PICTURE PROVIDED IN THE 7/15/22 RESPONSE |
| | LETTER SHOWS THE DRAINAGE SYSTEM BEFORE CORNER BULBOUTS |
| | WERE CONSTRUCTED ON 24TH STREET ABOUT 12 YEARS AGO. THE |
| | AFOREMENTIONED MH IS VISIBLE IN THE APRIL 2011 AND |
| | APRIL 2015 GOOGLE MAP STREETVIEWS. |
| | |
| | 20. [TO BE SATISFIED AT ENGINEERING PERMIT SUBMITTAL] |
| | ADDITIONAL GRADES WILL BE NEEDED FOR THE ENGINEERING |
| | PERMIT SUBMITTAL. NOTE PROPOSED SPOT GRADES WERE |
| | REMOVED ON THE 9/22/22 SET. |
| | |
| | 21. [NOT SATISFIED ??? PROPOSED SPOT GRADES WERE |
| | REMOVED FROM THE PGD PLANS BUT THE CROSS SECTIONS |
| | APPEAR TO SHOW SIDEWALK AND PARKING SPACE CROSS SLOPES |
| | OF 4% OR STEEPER, WHICH EXCEEDS THE 2% MAX SHOWN ON THE |
| | CROSS SECTIONS.] THE FINISHED FLOOR ELEVATIONS AND SPOT |
| | GRADES ON THE PGD PLANS PROVIDED WHERE THE CROSS |
| | SECTION SYMBOLS ARE WILL RESULT IN CROSS SLOPES STEEPER |
| | THAN THE MAX. 2% SHOWN ON THE CROSS SECTIONS FOR THE |
| | PARKING AREA AND ALLOWED FOR THE SIDEWALK AREA. |
| | |
| | 22. [PARTIALLY SATISFIED] WILL THERE BE PEDESTRIAN |
| | ACCESS TO THE SOUTH SIDE OF 23RD STREET AT THE PINEWOOD |
| | AND BROADWAY INTERSECTIONS? SHOW CROSS WALKS AND CURB |
| | RAMPS. ADDITIONAL COMMENTS - SHOW CURB RAMP AND |
| | PEDESTRIAN CROSSWALK SIGN ON THE SOUTH SIDE OF 23RD ST |
| | EAST OF PINEWOOD AVE SHOW NEW CURB RAMP ON SOUTH SIDE |
| | OF 23RD STREET AT THE BROADWAY AVE. CROSSWALK. MAKE |
| | SURE THE CRUB RAMP DOES NOT FALL WITHIN THE EXISTING |
| | DRIVEWAY APRON OR FLARES. |
| | |
| | 23. [SATISFIED ??? WILL BE CONFIRMED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL] ALL CURB RAMPS WILL NEED |
| | TO BE BROUGHT UP TO CURRENT ADA STANDARDS IF THE |
| | PAVEMENT ADJACENT TO THE CURB RAMP IS DISTURBED OR |
| | OVERLAID. |
| | |
| | 24. [SATISFIED] ADA MATS MAY BE NEEDED WHERE THE |
| | SIDEWALKS MEET DRIVEWAYS FOR THE GARAGES OR ALLEYS. |
| | |
| | 25. SHEET C3.05: |
| | A. [SATISFIED] BUILDING A (NORTHWEST) SERVICE - |
| | 1. CONFIRM PROPOSED 3" WATER SERVICE WILL CROSS AN 8" |
| | PVC SANITARY SEWER MAIN. |
| | 2. CONFIRM TAP IS TO A 24" WM. |
| | |
| | B. [SATISFIED ??? NOTE SHEET C2.02 CALLS OUT STORM PIPE |
| | AS HDPE] BUILDING A (NORTHEAST) SERVICE - SHOW THE |
| | EXFILTRATION TRENCH. |
| | |
| | C. [SATISFIED] BUILDING A (SOUTHWEST) SERVICE - CONFIRM |
| | THE WATER SERVICE WILL CROSS 15" RCP STORM AND 8" PVC |
| | SEWER. |
| | |
| | D. [PARTIALLY SATISFIED ??? SHOW 14??? FM. CONFIRM 8??? |
| | SSWR] BUILDING B SERVICE - SHOW PROPOSED STORM PIPE |
| | BETWEEN EXISTING INLETS. |
| | |
| | E. [NOT SATISFIED ??? SHEET C2.02 LABELS PIPE AS 18 |
| | INCH HDPE] BUILDING A (SOUTHEAST) SERVICE - |
| | 2. CONFIRM RCP STORM VS. HDPE STORM. |
| | |
| | 26. [SATISFIED] SHOW BREAKS IN THE EXFILTRATION TRENCH |
| | IF WATER OR SEWER SERVICE LINES WILL CROSS IN THE |
| | ENVELOPE OF THE EXFILTRATION TRENCH. |
| | |
| | 27. [NOT SATISFIED ??? WILL PROVIDE WITH THE |
| | ENGINEERING PERMIT SUBMITTAL] PROVIDE DETAILS OF THE |
| | CONTROL STRUCTURES WITH THE ENGINEERING PERMIT |
| | SUBMITTAL. |
| | |
| | 28. [SATISFIED] SECTION B-B - LEFT SIDE OF SECTION IS |
| | LABELED AS 18.4 FEET LANDSCAPING. WILL THERE BE A |
| | CONTINUOUS SIDEWALK ON THE WEST SIDE OF THE STREET? |
| | |
| | 29. [SATISFIED] SECTION E-E - CONFIRM 2.5 FEET |
| | DIMENSION FOR THE TYPE 'F' CURB. SUM OF DIMENSIONS |
| | ACROSS RIGHT OF WAY IS LESS THAN 75 FEET. |
| | |
| | 30. [SATISFIED] SECTION H-H - CONFIRM 2.5 FEET |
| | DIMENSION FOR THE TYPE 'F' CURB. SUM OF DIMENSIONS |
| | ACROSS RIGHT OF WAY IS MORE THAN 55 FEET. |
| | |
| | NEW COMMENTS (9/22/2022 SUBMITTAL) |
| | |
| | 31. MOVE THE CONSTRUCTION ENTRANCE OUT OF THE 25TH ST. |
| | R/W ON THE EROSION CONTROL PLAN. |
| | |
| | 32. CALLOUT AND NUMBER THE NEW DRAINAGE STRUCTURE ON |
| | THE SW CORNER OF 25TH ST AND PINEWOOD AVE AND THE PIPE |
| | CONNECTION TO STRUCTURE EX-1. |
| | |
| | 33. NUMBER THE MANHOLE STORM STRUCTURE LOCATED BETWEEN |
| | ST-15 AND ST-14 AND NUMBER THE EXISTING DRAINAGE |
| | STRUCTURE EAST OF THIS MANHOLE AND LABEL THE STORM PIPE |
| | BETWEEN THESE UNNUMBERED STRUCTURES ON THE WEST SIDE OF |
| | BROADWAY AVE NORTH OF 24TH ST. |
| | |
| | 34. NUMBER THE PROPOSED DRAINAGE STRUCTURE TO THE |
| | SOUTHWEST OF MH EX-3 AND LABEL THE STORM PIPE BETWEEN |
| | THESE TWO STRUCTURES NEAR THE INTERSECTION OF 24TH ST |
| | AND BROADWAY AVE. |
| | |
| | 35. NUMBER THE PROPOSED DRAINAGE STRUCTURE TO THE |
| | NORTHWEST OF MANHOLE EX-4 AND LABEL THE STORM PIPE |
| | BETWEEN THESE STRUCTURES IN THE INTERSECTION OF |
| | NORTHWOOD ROAD AND BROADWAY AVE. |
| | |
| | 36. NUMBER THE EXISTING MANHOLE TO THE EAST OF MANHOLE |
| | EX-4 ON NORTHWOOD ROAD. |
| | |
| | 37. THE PRELIMINARY STORMWATER MANAGEMENT CALCULATIONS |
| | WERE REVIEWED TO SEE THE ASSUME WIDTH OF 5 FEET FOR THE |
| | PROPOSED EXFILTRATION TRENCH. THE EXFILTRATION TRENCHES |
| | ALONG BROADWAY AVE BETWEEN ST-34 AND ST-35 AND BETWEEN |
| | ST-36 AND ST-37 ONLY MEASURE 3 FEET IN WIDTH. |
| | |
| | 38. STRUCTURE EX-3 ON BROADWAY AT 24TH ST MAY NEED TO |
| | BE REPLACED WITH A LARGER STRUCTURE IN ORDER TO CONNECT |
| | NEW STORM PIPES TO THE STRUCTURE. |
| | |
| | 39. STORM PIPE SOUTH OF STRUCTURE ST-14 LABELED (TWICE) |
| | AS 14 LF 18??? HDPE 1 LF EXFILTRATION TRENCH. THIS |
| | COMMENT CAN BE ADDRESSED WITH THE ENGINEERING PERMIT |
| | SUBMITTAL. |
| | |
| | 40. ON THE PGD PLANS, SHOW EXISTING DRIVEWAY FOR 940 |
| | NORTHWOOD ROAD AND THE DRIVEWAYS ON THE SOUTH SIDE OF |
| | 23RD STREET SO THAT THE PROPOSED BULBOUT FOR THE |
| | ONE-WAY PORTION OF THE STREET WILL NOT CONFLICT WITH |
| | THE DRIVEWAYS. |
| | |
| | 41. PROVIDE A DETAIL FOR A VALLEY GUTTER INLET AND HOW |
| | THE DROP CURB WILL TRANSITION TO THE VALLEY GUTTER TOP. |
| | |
| | ******************************************************* |
| | ***************************** |
| | ******************************************************* |
| | ***************************** |
| | CONDITIONS FOR SITE PLAN APPROVAL (THESE CAN BE |
| | ADDRESSED WITH THE ENGINEERING PERMIT SUBMITTAL): |
| | |
| | - LABEL ALL THE STREETS ON ALL OF THE PLANS (COMMENT |
| | #1) |
| | |
| | - PROVIDE PRE- AND POST-DEVELOPMENT HGL CALCULATIONS |
| | FOR THE DRAINAGE SYSTEM FROM BROADWAY AVE/26TH ST OR |
| | BROADWAY AVE/25TH ST TO PINEWOOD AVE/23RD ST. (COMMENT |
| | #18) |
| | |
| | - REVISE STORM PIPE CONNECTION BETWEEN THE INLET ON THE |
| | SOUTH SIDE OF 24TH ST EAST OF BROADWAY AVE TO THE |
| | MANHOLE IN THE INTERSECTION OF BROADWAY AVE AND 24TH |
| | ST. (COMMENT #19) |
| | |
| | - PROVIDE PROPOSED SPOT GRADES ON THE PGD PLANS. |
| | SIDEWALK AND PARKING SPACE CROSS SLOPES ARE NOT TO |
| | EXCEED 2%. (COMMENTS #20 AND #21) |
| | |
| | - SHOW EXISTING DRIVEWAYS ON THE SOUTH SIDE OF 23RD |
| | STREET. SHOW CURB RAMPS THAT DO NOT INTERFERE WITH THE |
| | DRIVEWAY APRONS OR DRIVEWAY FLARES. SHOW THAT THE |
| | PROPOSED BULBOUT EAST OF THE BROADWAY AVE EXTENSION |
| | WILL NOT CONFLICT WITH THE DRIVEWAYS.(COMMENTS #22 AND |
| | #40) |
| | |
| | - ALL CURB RAMPS WHERE THE ADJACENT PAVEMENT IS |
| | DISTURBED OR OVERLAID WILL NEED TO BE BROUGHT UP TO |
| | CURRENT ADA STANDARDS. (COMMENT #23) |
| | |
| | - UTILITY PROFILES (SHEET C3.05) TO SHOW AND LABEL ALL |
| | EXISTING (THAT WILL REMAIN) AND PROPOSED UTILITIES THAT |
| | THE WATER SERVICES WILL BE CROSSING. COORDINATE PIPE |
| | CALLOUTS WITH THE PGD AND UTILITY PLANS. (COMMENT #25) |
| | |
| | - PROVIDE DETAILS OF THE STORMWATER CONTROL STRUCTURES. |
| | (COMMENT #27) |
| | |
| | - MOVE THE CONSTRUCTION ENTRANCE OUT OF THE R/W. |
| | (COMMENTS #31) |
| | |
| | - CALLOUT AND NUMBER ALL OF THE EXISTING AND PROPOSED |
| | DRAINAGE STRUCTURES AND STORM PIPES WITHIN THE |
| | CONSTRUCTION LIMITS. (COMMENTS #32 TO #36) |
| | |
| | - LABEL THE WIDTH OF THE EXFILTRATION TRENCHES ON THE |
| | PDG PLANS (COMMENTS #37 AND #39) |
| | |
| | - CONFIRM EXISTING DRAINAGE STRUCTURES DO NOT NEED TO |
| | BE REPLACED FOR THE PROPOSED MODIFICATIONS TO THE |
| | STRUCTURES (COMMENT #38) |
| | |
| | - PROVIDE A DETAIL FOR A VALLEY GUTTER INLET AND HOW |
| | THE DROP CURB WILL TRANSITION TO THE VALLEY GUTTER TOP. |
| | (COMMENT #41) |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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