Plan Review Details - Project Z12080013
Plan Review Stops For Project Z12080013
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 09-11-2012 Cont ID  
Sent By lmartine Date 09-11-2012 Time 17:13 Rev Time 0.00
Received By lmartine Date 09-11-2012 Time 17:13 Sent To  
Notes
2012-09-11 17:14:08**** NO COMMENTS ****
Review Stop CRA COMMUNITY REDEVELOPMENT AGENCY
Rev No 1 Status F Date 09-11-2012 Cont ID  
Sent By jroach Date 09-11-2012 Time 14:21 Rev Time 0.00
Received By jroach Date 09-11-2012 Time 14:21 Sent To  
Notes
2012-09-11 14:23:05PURSUANT TO A MEMO FROM BRENDA KELLEY, DATED SEPTEMBER
 10, 2012, THE CRA OFFERS THE FOLLOWING COMMENTS:
  
 PLEASE FIND FOLLOWING, COMMENTS FROM THE DOWNTOWN/CITY
 CENTER CRA REGARDING THIS APPLICATION AND THE IMPACT OF
 THE PROPOSAL ON THE ADJACENT NORTHWEST NEIGHBORHOOD
 (EAST OF TAMARIND AVENUE).
  
 GENERAL
 - COMMUNITY INPUT IS REQUIRED.
 - WE BELIEVE THAT 16' IS AN EXCESSIVE HEIGHT; AN 8'
 MAXIMUM HEIGHT WALL MAY SERVE THE SAME PURPOSE WITH
 LESS IMPACT ON THE NEIGHBORHOOD.
 - THE DRAWINGS SUBMITTED MAY NOT ACCURATELY DEPICT THE
 SCALE OF THE WALL VS. PLANT MATERIALS, ESPECIALLY IN
 THE 1-YEAR AND 5-YEAR PROJECTIONS. SUGGEST REVISING
 DRAWINGS TO ACCURATELY REFLECT PROPOSED PLANT MATERIAL
 SCALE.
 - STRONGLY RECOMMEND VINE ON WALL FACING TAMARIND TO
 SOFTEN THE CONCRETE IMPACT.
 - CONCERN WITH THE HIGH-RISE OAKS. THESE MAY NOT
 PROVIDE DENSE ENOUGH CANOPY TO HIDE THE WALL. SUGGEST
 CONSIDERING OTHER SPECIES. (WE RECOGNIZE THAT PROXIMITY
 TO TRAIN TRACKS IS A CONSIDERATION IN THOSE AREAS WHERE
 RIGHT-OF-WAY LINE IS CLOSEST TO WALL).
 - STRONGLY RECOMMEND PLANTING ALL TREES ON BOTH SIDES
 OF THE WALL CLOSER TOGETHER FOR BETTER AESTHETIC IMPACT
 ON THE NEIGHBORHOOD.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 09-11-2012 Cont ID  
Sent By ddaniels Date 09-11-2012 Time 18:52 Rev Time 0.00
Received By ddaniels Date 09-11-2012 Time 18:52 Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status N Date 09-06-2012 Cont ID  
Sent By   Date 09-06-2012 Time   Rev Time 0.00
Received By ktucker Date 09-06-2012 Time 16:40 Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 1 Status F Date 09-11-2012 Cont ID  
Sent By tward Date 09-11-2012 Time 08:07 Rev Time 0.00
Received By tward Date 09-11-2012 Time   Sent To  
Notes
2012-09-11 08:38:541. NEW WALL SHALL NOT IMPEDE EXISTING OFFSITE SURFACE
 RUNOFF.
 2. WALL ALONG NORTH PROPERTY LINE APPEARS TO IMPACT
 EXISTING ONSITE SWALE. WHAT IS THE FUNCTION OF THE
 SWALE? WILL THE SWALE BE RELOCATED?
 3. WALL ALONG NORTH PROPERTY LINE APPEARS TO CROSS AN
 EXISTING POND. HOW WILL DRAINAGE CONTINUE TO OUTFALL TO
 THE NORTH?
 4. WALL ALONG EAST PROPERTY LINE EAST WILL BE ADJACENT
 TO EXISTING 60" CMP AND 48" CMP PIPES. WHAT ARE THE
 CONDITION OF THESE PIPES?
  
 TRACY L. WARD, P.E.
 SENIOR STORM WATER ENGINEER
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 (561) 494-1120
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 09-07-2012 Cont ID  
Sent By vnoel Date 09-07-2012 Time 09:46 Rev Time 0.00
Received By vnoel Date 09-07-2012 Time   Sent To  
Notes
2012-09-07 09:46:301. CITY IS IN PROCESS OF HAVING BOUNDARY AND
 TOPOGRAPHIC SURVEY UPDATED.
 2. SHOW 15' COUNTY DRAINAGE EASEMENT ALONG AUSTRALIAN
 NORTH OF ENTRANCE.
 3. SHOW DETAIL OF HOW WALL WILL IMPACT DRAINAGE OUTFALL
 THRU LOT 12 TO THE NORTH.
 4. LABEL ADJOINING LOT NUMBERS ON ALL PLANS.
 5. WILL NEED SIGN-OFF FROM FPL FOR PORTION OF WALL AND
 LANDSCAPING IN THEIR EASEMENTS.
  Print


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