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Plan Review Details - Project Z22080016
| Plan Review Stops For Project Z22080016 |
| Review Stop |
AIPP |
ART IN PUBLIC PLACES |
| Rev No |
1 |
Status |
P |
Date |
06-09-2023 |
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Cont ID |
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| Sent By |
scwelter |
Date |
08-25-2022 |
Time |
16:05 |
Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
08-25-2022 |
Time |
16:05 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
09-07-2022 |
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Cont ID |
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| Sent By |
rrossano |
Date |
08-23-2022 |
Time |
13:44 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
09-07-2022 |
Time |
13:12 |
Sent To |
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| Notes |
| 2022-09-07 13:17:29 | DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION, | | | COMMENTS: | | | | | | 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE | | | SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH | | | FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE | | | ADDRESSED FOR THE BUILDING PERMIT APPLICATION. | | | | | | 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS | | | SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT | | | REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH | | | COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963, | | | OR BY EMAIL: [email protected] | | | | | | 3. LOCATION OF ACCESSIBLE PARKING SPACES. SHEET PSP-1, | | | SITE PLAN, DOES NOT SHOW ANY ACCESSIBLE PARKING SPACES | | | IN THE SOUTH-WEST PARKING LOT ADJACENT TO THE | | | ELEMENTARY SCHOOL. 1 IN 25 OF THOSE PARKING SPACES MUST | | | BE ACCESSIBLE. PER SECTION 208.3 OF FLORIDA | | | ACCESSIBILITY CODE, ACCESSIBLE PARKING SPACES ARE TO BE | | | LOCATED ON THE SHORTEST POSSIBLE ROUTE OF TRAVEL FROM | | | ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. THE DESIGN | | | OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH SECTION | | | 502 OF FLORIDA ACCESSIBILITY CODE | | | | | | 4. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS | | | AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE | | | WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED | | | FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS, | | | GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND | | | OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS, | | | SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC. | | | | | | 5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND | | | CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF | | | CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL | | | NEIGHBORING PROPERTIES. | | | | | | 6. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER | | | AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY, | | | INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE | | | CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF | | | NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION | | | THAT MAY AFFECT THE USE OF THEIR PROPERTY. | | | | | | | | | ROBERT BROWN | | | BUILDING OFFICIAL | | | TEL: 561 805 6652 | | | EMAIL: [email protected] | | | |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
3 |
Status |
P |
Date |
06-06-2023 |
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Cont ID |
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| Sent By |
lquinone |
Date |
06-06-2023 |
Time |
09:44 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
06-06-2023 |
Time |
09:44 |
Sent To |
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| Notes |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
2 |
Status |
P |
Date |
01-03-2023 |
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Cont ID |
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| Sent By |
rrossano |
Date |
01-03-2023 |
Time |
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Rev Time |
0.00 |
| Received By |
rrossano |
Date |
01-03-2023 |
Time |
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Sent To |
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| Notes |
| 2023-01-03 14:12:50 | Z22080016 - 807 N FLAGLER - DEV. AMENDMENT 12.22.22 | | | RESUB | | | STORM CCTV AND REPORT TO BE PROVIDED AS A CONDITION OF | | | SITE PLAN APPROVAL. PLEASE SEND TO [email protected] AND | | | CC [email protected] |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
1 |
Status |
F |
Date |
08-23-2022 |
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Cont ID |
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| Sent By |
rrossano |
Date |
08-23-2022 |
Time |
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Rev Time |
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| Received By |
rrossano |
Date |
08-23-2022 |
Time |
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Sent To |
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| Notes |
| 2022-08-23 13:43:47 | COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR, | | | ENGINEERING SERVICES AT 561-494-1098 [email protected] | | | GENERAL: | | | O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND | | | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER | | | (Z-XXXXXXXX). | | | O THE CITY OF WEST PALM BEACH HAS A NUMBER OF | | | REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY | | | AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND | | | WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE | | | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK | | | BELOW: | | | A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP | | | B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL | | | L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97 | | | B1960045731D3658206F27451722716EF | | | B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE | | | FOUND HERE: | | | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR | | | MS,-PERMITS-APPLICATIONS | | | C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM | | | BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, | | | ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18) | | | CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL, | | | SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER | | | SERVICE FACILITIES OF THE CITY. | | | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE | | | CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY | | | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, | | | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. | | | O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH | | | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, | | | STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR | | | MORE INFORMATION, REFER TO THE LINK BELOW: | | | A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU | | | BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL | | | O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY | | | OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC | | | RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF | | | YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE | | | MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL | | | IN THE WPB ENGINEERING SERVICES DEPARTMENT AT | | | [email protected] OR 561-494-1079 FOR FURTHER | | | ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION | | | ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD | | | SURVEY, POT-HOLING, SOFT DIGS ETC. | | | O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS | | | DATA. | | | | | | BACKFLOW ASSEMBLY AND METERS: | | | O COORDINATE WITH MARK HURLEY IN PUB. UTIL CUSTOMER | | | SERVICE REGARDING PLACEMENT OF WATER METERS. | | | O SHOW EXISTING AND PROPOSED DEDICATED UTILITY | | | EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO | | | PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO | | | STRUCTURES WITHIN EASEMENT. | | | O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION | | | OF WATER METER AND BACKFLOW | | | PREVENTION. | | | O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY | | | OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER | | | METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO | | | PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE | | | INSTALLED ABOVE-GROUND ONLY. | | | O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE | | | NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA. | | | | | | WATER/WASTEWATER PLAN: | | | O PROVIDE VERTICAL DATUM AND DATUM CONVERSION | | | INFORMATION (NAVD 1988 AND NGVD 1929). | | | O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS. | | | O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE | | | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. | | | O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND | | | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND | | | SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH | | | PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE | | | AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS, | | | BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO | | | BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS, | | | DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS, | | | ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT | | | ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF | | | SANITARY SEWER LINES. | | | O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR | | | SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE | | | PROFILE VIEW. | | | O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN | | | VIEW FOR ALL SANITARY AND STORM SEWERS. | | | O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT | | | MATERIAL. | | | O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED | | | UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC, | | | ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION | | | FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN | | | THE RIGHT-OF-WAY. | | | O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER | | | AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD | | | DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE | | | INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION & | | | TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND | | | MATERIAL LOCATED IN THE RIGHT-OF-WAY. | | | O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY | | | TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT | | | APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING | | | AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, | | | MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS | | | SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 | | | FOR WATER. | | | O PROVIDE FIRE FLOW TEST DATA. | | | O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND | | | STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE | | | (CONDITION OF SITE PLAN APPROVAL). | | | O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY | | | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY | | | ROW. | | | O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL | | | BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY | | | PROPOSED LENGTH IN FEET. | | | O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY | | | SEWER ARE REQUIRED. | | | O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE | | | JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET. | | | O ADD NOTE TO PLANS SPECIFYING CITY?S DOWNSTREAM LIFT | | | STATION NUMBER. | | | O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR | | | PROPOSED SANITARY LATERALS. | | | O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE. | | | O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE | | | TRAPS (IF ANY). | | | O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN | | | OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER. | | | | | | FORMAL ENGINEERING REVIEW: | | | O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES | | | NOI REQUIREMENTS WILL BE ENFORCED. | | | - AN NOI IS REQUIRED FOR PROJECTS THAT: | | | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS | | | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF | | | DEVELOPMENT OR SALE; | | | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE | | | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A | | | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). | | | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF | | | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION | | | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL | | | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT | | | OF THE 10-2 CERTIFICATION. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE | | | EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF | | | WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING | | | APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT | | | SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING | | | SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED | | | LEAD-FREE DESIGN. | | | O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES | | | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY | | | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT | | | PARCELS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE | | | BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES. | | | O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE | | | 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF | | | PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER | | | CITY OF WPB STANDARD DETAIL GC-8. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE | | | CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR | | | PROPOSED IMPROVED AREAS. | | | | | | QUESTIONS AND COORDINATION CONTACTS: | | | O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH | | | CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF | | | BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT | | | 561-822-2262 OR [email protected] | | | O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES | | | DEPARTMENT AT 561-494-1047 OR [email protected] | | | O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING | | | SERVICES DEPT. AT 561-494-1120 OR [email protected] | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
P |
Date |
08-29-2022 |
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Cont ID |
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| Sent By |
pleduc |
Date |
08-29-2022 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
08-29-2022 |
Time |
12:02 |
Sent To |
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| Notes |
| 2022-08-29 12:03:17 | FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES. | | | | | | FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT | | | CONSTITUTE IT'S FINAL REVIEW OR APPROVAL. | | | | | | IF APPLICABLE, FIRE SHALL REVIEW ALL SUBMITTED PROJECT | | | PLANS AT THE APPLICABLE TIME AND IN ACCORDANCE WITH THE | | | REQUIREMENTS OF ALL APPLICABLE FIRE CODES AND | | | STANDARDS. | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | |
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| Review Stop |
L |
LANDSCAPING |
| Rev No |
3 |
Status |
P |
Date |
06-09-2023 |
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Cont ID |
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| Sent By |
ckimmerl |
Date |
06-09-2023 |
Time |
16:20 |
Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
06-09-2023 |
Time |
16:20 |
Sent To |
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| Notes |
| 2023-06-09 16:19:34 | ZONING REVIEW ON BEHALF OF LANDSCAPE PLANNING. | | | | | | RAY'S PREVIOUS COMMENTS APPEAR TO BE ADDRESSED WITHIN | | | THE RESUBMITTAL. |
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| Review Stop |
L |
LANDSCAPING |
| Rev No |
2 |
Status |
F |
Date |
01-27-2023 |
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Cont ID |
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| Sent By |
rcaranci |
Date |
01-27-2023 |
Time |
16:23 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
01-27-2023 |
Time |
16:23 |
Sent To |
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| Notes |
| 2023-01-27 16:24:17 | FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462 | | | PROJECT: ROSARIAN ACADEMY PD AMENDMENT Z22080016 | | | JANUARY 26, 2023 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | 1. SATISFIED. PROVIDE COLUMNS ON THE PLANT LIST FOR | | | NATIVE AND DROUGHT TOLERANCE ON ALL PLANT LISTS. | | | | | | 2. SATISFIED. PARKING AREA SOUTHWEST CORNER, SYMBOLS | | | SHOW 6 GUMBO LIMBO AND 2 SILVER BUTTONWOOD TREES IN THE | | | REQUIRED LANDSCAPE ISLANDS, BUT THE LABELS NEED TO BE | | | CORRECTED TO IDENTIFY THE TREES ACCURATELY. THIS IS | | | NEEDED TO VERIFY AT LEAST 75% OF THE REQUIRED TREES ARE | | | CATEGORY 1 SHADE TREES. | | | | | | | | | 3. SATISFIED. THERE IS AN EXISTING CRAPE MYRTLE STREET | | | TREE AND A MISSING STREET TREE ON THE SECTION NORTH OF | | | 7TH ST. THE STREETSCAPE NORTH OF EUCALYPTUS DOES NOT | | | SHOW THE EXISTING STREET TREES OR PARKING SPACES. | | | INDICATE IF THIS IS BEING RECONFIGURED, THEN NEW | | | STREETSCAPE MUST BE INSTALLED TO MEET THE CODE | | | REQUIREMENTS OF SECTION 94-113. | | | | | | 4. FOR THE MODIFICATIONS TO THE DROP OFF AREA ON THE | | | EAST SIDE OF THE CAMPUS CORRECT THE FOLLOWING ON SHEET | | | LP-2 : | | | | | | ??? NEW PARKING CREATED WITHIN THE AFFECTED AREA MUST | | | PROVIDE THE TERMINAL LANDSCAPE ISLAND AND REQUIRED | | | SHADE TREE. THERE SHOULD BE 4 TERMINAL ISLAND TREES | | | IDENTIFIED. AT LEAST 75% OF THE REQUIRED TREES MUST BE | | | CATEGORY 1 SHADE TREES. | | | ??? TAG FOR SP IS NOT CORRECT, DOES NOT MATCH SYMBOL LI | | | FOR THE TREE NORTH OF THE 3 ADA SPACES. | | | ??? TRANSPLANTED PALM SYMBOLS (8) ARE NOT TAGGED TO | | | IDENTIFY THEM. | | | ??? PLAN SHOULD SHOW FINAL LOCATIONS FOR TRANSPLANTED | | | TREES AND PALMS, TAGS NEED TO BE CLEAR ON RELOCATED | | | TREES AND PALMS, PREFERABLY THE IDENTIFYING NUMBER FROM | | | THE INVENTORY. | | | | | | 5. SATISFIED. SECTION 94-448 (D)(3) REQUIRES NATIVE | | | TREES AND PALMS IN GOOD CONDITION TO BE PRESERVED ON | | | SITE OR RELOCATED. ANSI A 300 (PART 5) STANDARDS | | | SPECIFY EXAMPLES OF SUITABILITY RATINGS OF GOOD, | | | MODERATE, OR POOR FOR RELOCATION. PROVIDE AN ARBORISTS | | | REPORT RATING THE CONDITION AND RELOCATION POTENTIAL | | | FOR THE NATIVE TREES AND PALMS PROPOSED TO BE REMOVED. | | | THERE ARE LIVE OAKS AND ROYAL PALMS PROPOSED FOR | | | REMOVAL. | | | | | | 6. SATISFIED. MAKE THE FOLLOWING CORRECTIONS TO THE | | | TREE DISPOSITION PLAN AND TREE INVENTORY LIST: | | | ??? INDICATE THE MITIGATION REQUIRED IN THE COLUMN IN | | | THE CHART FOR ANY PROPOSED REMOVALS. | | | ??? CORRECT THE CATEGORY FOR #148 TO 3. | | | ??? PROVIDE THE TOTAL MITIGATION REQUIRED IN SQUARE | | | FOOTAGE. | | | ??? REMOVE TREE SUMMARY REFERRING TO PBC. | | | | | | 7. SATISFIED. IDENTIFY RELOCATED TREES OR PALMS ON THE | | | PLANT LIST. | | | | | | 8. NOT SATISFIED. INDICATE IF THE NEW MULTI-PURPOSE | | | FIELD WILL BE ARTIFICIAL TURF. LOCATION MUST BE SHOWN | | | ON THE PLANS TO BE APPROVED BY CITY COMMISSION PER | | | 94-451 (A)(1) AND (B). PROVIDE DOCUMENTATION ON ALL | | | MINIMUM MATERIAL STANDARDS IN SECTION 94-451(E). | | | THIS NEEDS TO BE IDENTIFIED ON THE PLAN AND ADDED TO | | | THE JUSTIFICATION STATEMENT IF IT IS TO BE ARTIFICIAL | | | TURF WITH THIS PETITION APPROVED BY CITY COMMISSION. | | | CONDITIONS OF APPROVAL | | | 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | | | | 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE | | | RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE | | | STREET TREES AND RIGHT OF WAY LANDSCAPING AND | | | IRRIGATION ADJACENT TO THE BORDERS OF THE PLANNED | | | DEVELOPMENT APPROVED WITH THIS PETITION. | | | | | | 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE | | | RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF | | | WAY LANDSCAPING AND IRRIGATION ADJACENT TO THE BORDERS | | | OF THE PLANNED DEVELOPMENT. THIS WILL BE THROUGH A | | | SEPARATE MAINTENANCE AGREEMENT WITH THE CITY. | | | | | | |
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| Review Stop |
L |
LANDSCAPING |
| Rev No |
1 |
Status |
F |
Date |
09-02-2022 |
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Cont ID |
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| Sent By |
rcaranci |
Date |
09-02-2022 |
Time |
12:59 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
09-02-2022 |
Time |
12:59 |
Sent To |
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| Notes |
| 2022-09-02 13:00:40 | FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462 | | | PROJECT: ROSARIAN ACADEMY PD AMENDMENT Z22080016 | | | SEPTEMBER 1, 2022 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | | | | | | | 1. PROVIDE COLUMNS ON THE PLANT LIST FOR NATIVE AND | | | DROUGHT TOLERANCE ON ALL PLANT LISTS. | | | | | | 2. PARKING AREA SOUTHWEST CORNER, SYMBOLS SHOW 6 GUMBO | | | LIMBO AND 2 SILVER BUTTONWOOD TREES IN THE REQUIRED | | | LANDSCAPE ISLANDS, BUT THE LABELS NEED TO BE CORRECTED | | | TO IDENTIFY THE TREES ACCURATELY. THIS IS NEEDED TO | | | VERIFY AT LEAST 75% OF THE REQUIRED TREES ARE CATEGORY | | | 1 SHADE TREES. | | | | | | 3. THERE IS AN EXISTING CRAPE MYRTLE STREET TREE AND A | | | MISSING STREET TREE ON THE SECTION NORTH OF 7TH ST. THE | | | STREETSCAPE NORTH OF EUCALYPTUS DOES NOT SHOW THE | | | EXISTING STREET TREES OR PARKING SPACES. INDICATE IF | | | THIS IS BEING RECONFIGURED, THEN NEW STREETSCAPE MUST | | | BE INSTALLED TO MEET THE CODE REQUIREMENTS OF SECTION | | | 94-113. | | | | | | 4. FOR THE MODIFICATIONS TO THE DROP OFF AREA ON THE | | | EAST SIDE OF THE CAMPUS CORRECT THE FOLLOWING ON SHEET | | | LP-2 : | | | | | | ? NEW PARKING CREATED WITHIN THE AFFECTED AREA MUST | | | PROVIDE THE TERMINAL LANDSCAPE ISLAND AND REQUIRED | | | SHADE TREE. THERE SHOULD BE 4 TERMINAL ISLAND TREES | | | IDENTIFIED. AT LEAST 75% OF THE REQUIRED TREES MUST BE | | | CATEGORY 1 SHADE TREES. | | | ? TAG FOR SP IS NOT CORRECT, DOES NOT MATCH SYMBOL LI | | | FOR THE TREE NORTH OF THE 3 ADA SPACES. | | | ? TRANSPLANTED PALM SYMBOLS (8) ARE NOT TAGGED TO | | | IDENTIFY THEM. | | | ? PLAN SHOULD SHOW FINAL LOCATIONS FOR TRANSPLANTED | | | TREES AND PALMS, TAGS NEED TO BE CLEAR ON RELOCATED | | | TREES AND PALMS, PREFERABLY THE IDENTIFYING NUMBER FROM | | | THE INVENTORY. | | | | | | 5. SECTION 94-448 (D)(3) REQUIRES NATIVE TREES AND | | | PALMS IN GOOD CONDITION TO BE PRESERVED ON SITE OR | | | RELOCATED. ANSI A 300 (PART 5) STANDARDS SPECIFY | | | EXAMPLES OF SUITABILITY RATINGS OF GOOD, MODERATE, OR | | | POOR FOR RELOCATION. PROVIDE AN ARBORISTS REPORT RATING | | | THE CONDITION AND RELOCATION POTENTIAL FOR THE NATIVE | | | TREES AND PALMS PROPOSED TO BE REMOVED. THERE ARE LIVE | | | OAKS AND ROYAL PALMS PROPOSED FOR REMOVAL. | | | | | | 6. MAKE THE FOLLOWING CORRECTIONS TO THE TREE | | | DISPOSITION PLAN AND TREE INVENTORY LIST: | | | ? INDICATE THE MITIGATION REQUIRED IN THE COLUMN IN THE | | | CHART FOR ANY PROPOSED REMOVALS. | | | ? CORRECT THE CATEGORY FOR #148 TO 3. | | | ? PROVIDE THE TOTAL MITIGATION REQUIRED IN SQUARE | | | FOOTAGE. | | | ? REMOVE TREE SUMMARY REFERRING TO PBC. | | | | | | 7. IDENTIFY RELOCATED TREES OR PALMS ON THE PLANT LIST. | | | | | | 8. INDICATE IF THE NEW MULTI-PURPOSE FIELD WILL BE | | | ARTIFICIAL TURF. LOCATION MUST BE SHOWN ON THE PLANS TO | | | BE APPROVED BY CITY COMMISSION PER 94-451 (A)(1) AND | | | (B). PROVIDE DOCUMENTATION ON ALL MINIMUM MATERIAL | | | STANDARDS IN SECTION 94-451(E). | | | | | | CONDITIONS OF APPROVAL | | | 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | | | | 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE | | | RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE | | | STREET TREES AND RIGHT OF WAY LANDSCAPING AND | | | IRRIGATION ADJACENT TO THE BORDERS OF THE PLANNED | | | DEVELOPMENT APPROVED WITH THIS PETITION. | | | | | | 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE | | | RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF | | | WAY LANDSCAPING AND IRRIGATION ADJACENT TO THE BORDERS | | | OF THE PLANNED DEVELOPMENT. THIS WILL BE THROUGH A | | | SEPARATE MAINTENANCE AGREEMENT WITH THE CITY. | | | |
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PARK |
PARKING |
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PU |
PUBLIC UTILITIES |
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2 |
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F |
Date |
06-16-2023 |
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relizond |
Date |
06-16-2023 |
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11:22 |
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relizond |
Date |
06-16-2023 |
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11:16 |
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| Notes |
| 2023-06-16 11:21:16 | -PROVIDE CCTV OF ALL EXISTING SANITARY SEWER MAIN | | | FRONTING PROJECT LIMITS BEFORE AND AFTER CONSTRUCTION. | | | -REHABILITATE EXISTING SANITARY SEWER PIPE, LATERALS, | | | AND MANHOLES AS NEEDED PER PROVIDED CCTV (MANHOLE | | | CORING WILL REQUIRE REHAB AS WELL) | | | -PROVIDE TYPICAL ROADWAY CROSS-SECTIONS SHOWING | | | PLACEMENT OF ALL EXISTING AND NEW UTILITIES (BOTH | | | CITY-MAINTAINED AND DRY UTILITIES) CALL OUT HORIZONTAL | | | SEPARATION, DEPTH/MIN COVER, ETC. | | | -REFER TO THE CITY???S STANDARD DETAILS FOR PLACEMENT | | | OF DDCA AND CITY???S POINT OF SERVICE (POS) WHICH | | | REQUIRES A SECOND VALVE AT R/W | | | -CALL OUT SAMPLE POINTS | | | -SET UP ALL PLAN SHEETS TO PRINT TO SCALE ON 11X17 | | | -SHOW ALL EXISTING WATER SERVICES/METER BOXES/VALVES | | | VAULTS, AND SANITARY SEWER LATERALS AND THE MAINS THEY | | | ARE CONNECTED TO WITHIN PROJECT LIMITS. | | | -ADD NOTE TO PLANS THAT EXISTING PRESSURE PIPE (WM/FM) | | | NEEDS TO REMAIN ACTIVE UNTIL FDOH APPROVAL FOR TIE-IN | | | IS RECEIVED. THE PROPOSED PRESSURE PIPE CANNOT BE IN | | | THE SAME ALIGNMENT AS EXISTING. SEE DETAIL P-6 FOR | | | DOUBLE VALVE OR PHYSICAL GAP AT THE SOURCE OF SUPPLY | | | FOR CONSTRUCTION WATER. (ADDITIONAL VALVES WILL BE | | | REQUIRED TO KEEP NEW PRESSURE PIPE AND EXISTING | | | PRESSURE PIPE PRESSURIZED IN PREPARATION FOR TIE-IN) | | | -WHEREVER POSSIBLE, INSTALL UTILITIES 5 FEET OR MORE | | | FROM THE CURB LINE | | | -PROVIDE PROFILES FOR ALL CONNECTIONS TO EXISTING | | | CITY-MAINTAINED UTILITIES FROM THE POINT OF CONNECTION | | | TO THE POINT OF SERVICE. | | | -PROVIDE A BLOW-UP DETAIL FOR ALL CONNECTION POINTS TO | | | CITY-MAINTAINED UTILITIES. | | | -ON PROFILE VIEW, SHOW ALL EXISTING AND PROPOSED | | | UTILITIES (CITY-MAINTAINED AND DRY UTILITIES), CALL OUT | | | UTILITY TYPE, DIMENSIONS, PIPER MATERIAL, AND VERTICAL | | | CLEARANCE OD TO OD AT EACH UTILITY CROSSING. | | | -SINGLE WATER TAPS SERVING DOMESTIC, FIRE LINE, | | | IRRIGATION, AND FIRE HYDRANT PRESENTS ISSUES FOR FUTURE | | | MAINTENANCE/REPAIRS/REPLACEMENTS ETC. AS SHUTDOWN WILL | | | DISRUPT SERVICE. IF FEASIBLE, CALL FOR MULTIPLE TAPS. | | | -CONFORM TO SAMPLING/TESTING PROCEDURES AS MENTIONED IN | | | AWWA???S C651 4.10 FOR CONNECTIONS GREATER THAN ONE | | | PIPE LENGTH. (18 FT) | | | -EXISTING WATER AND SEWER SERVICES CURRENTLY SERVING | | | THE PROPERTY, IF NOT USED, NEED TO BE CUT AND CAP AT | | | MAIN. REMOVAL IS REQUIRED IF LARGER THAN 2??? IN | | | DIAMETER, OR AS REQUIRED BY THE RIGHT-OF-WAY???S | | | GOVERNING AGENCY. | | | -ADHERE TO GENERAL NOTES SECTION OF CITY???S STANDARD | | | DETAILS FOR GUIDANCE ON VERTICAL AND HORIZONTAL | | | SEPARATION OF UTILITIES. | | | -PROVIDE LOS CALCULATIONS, AS WELL AS CHANGE IN DEMAND | | | BETWEEN EXISTING CONDITIONS AND PROPOSED CONDITIONS ON | | | PLANS. | | | -ADD NOTE TO PLANS SPECIFYING THE LIFT STATION THAT THE | | | PROJECT IS UPSTREAM FROM. | | | -NEW TAP FOR PROPOSED WATER RECOMMENDED AS TO MINIMIZE | | | LENGTH OF PIPE REQUIRING CITY MAINTENANCE | | | -CONFIGURATION SHOWN ON PLANS FOR BOTH WATER AND SEWER | | | DO NOT MATCH EXISTING CONFIGURATION PER CITY RECORDS | | | -NEW SEWER MAIN MUST BE INSTALLED IN R/W |
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PUBLIC UTILITIES |
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mtechnow |
Date |
09-07-2022 |
Time |
17:01 |
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| Notes |
| 2022-09-07 17:18:34 | -CALL OUT FOR EXISITNG SANITARY LATERALS THAT WILL NOT | | | BE USED TO BE CUT AND CAPPED AT THE MAIN. | | | -IF THE WATER LINES ON SITE ARE PRIVATE, CALL OUT AS | | | "PRIVATE" AND SHOW LOCATION OF POINT OF SERVICE. | | | -THE "CONCEPTUAL" PLANS ARE APPROVED. |
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PU-CS |
PUBLIC UTILITIES CUSTOMER SRVC |
| Rev No |
3 |
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P |
Date |
06-13-2023 |
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mhurley |
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06-13-2023 |
Time |
16:34 |
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| 2023-06-13 16:34:41 | PROPOSED WATER UTILITY DESIGN LOOKS PROBLEMATIC. WILL | | | LIKELY NEED TO REVISE DURING ENGINEERING DEVELOPMENT | | | SUBMITTAL (E23040047). |
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PU-CS |
PUBLIC UTILITIES CUSTOMER SRVC |
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2 |
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F |
Date |
01-13-2023 |
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mhurley |
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01-13-2023 |
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10:56 |
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| 2023-01-13 10:56:22 | PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING: | | | -PROPOSED METER AND BACKFLOW LOCATION ARE NOT | | | SATISFACTORY. SEE RESPONSE LETTER WITH PRIOR COMMENTS | | | FOR GUIDANCE. | | | -ON ENGINEERING PLAN, SHOW GUY WIRE ANCHORS FOR UTILITY | | | POLE NEAR THE FIRE HYDRANT. | | | -AT LEAST TWO METERED WATER SERVICES FOR THE BUILDINGS | | | TO BE DEMOLISHED ARE NOT SHOWN AND LABELED ON PLANS. | | | SHOW AND LABEL. | | | RESPECTFULLY, | | | MARK HURLEY [email protected] |
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PU-CS |
PUBLIC UTILITIES CUSTOMER SRVC |
| Rev No |
1 |
Status |
F |
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09-06-2022 |
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mhurley |
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09-06-2022 |
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| 2022-09-06 14:04:52 | PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING: | | | -ON SITE PLAN, PLEASE CALLOUT OR ADD LEGEND SHOWING | | | WHAT THE DIFFERENT COLORED LINES MEAN. | | | -ON SITE PLAN, THERE IS A SMALL GREY OUTLINED AREA | | | ADJACENT TO WEST DRIVEWAY EXIT. IT SAYS 804 N OLIVE TO | | | BE PRESERVED. PLEASE DESCRIBE MORE WHAT THAT MEANS AND | | | IF THERE WILL BE ANYTHING THERE OTHER THAN SIDEWALK. | | | -IS A NEW BUILDING BEING CONSTRUCTED, OR JUST | | | RENOVATION OF AN EXISTING BUILDING? IF NEW BUILDING IS | | | BEING CONSTRUCTED, PLEASE SHOW AND LABEL ON SITE PLAN. | | | -PROPOSED PARKING LOT DESIGN DOES NOT MATCH AMONG THE | | | DIFFERENT PLAN SETS. PLEASE MAKE SURE ALL PLAN SETS | | | HAVE THE SAME BASIC LAYOUT. | | | -ON CIVIL PLANS, SHOW ALL LARGE UTILITY POLES IN OLIVE | | | RIGHT OF WAY ADJACENT TO WEST PROPERTY LINE AND ENSURE | | | NO CONFLICTS WITH THE PROPOSED DRIVEWAY. | | | -ENGINEERING PLAN NEEDS TO BE UPDATED TO SHOW DEMO OF | | | THE OTHER DRIVEWAY APPROACH ON OLIVE AND INSTALLATION | | | OF PARKING SPOTS WITH CURBING. | | | -RELOCATE LARGE METER AND BACKFLOW ADJACENT TO WEST | | | PROPERTY LINE AND OLIVE. ADD WORDING ABOVE-GROUND TO | | | LABEL. | | | -THERE IS A CALLOUT FOR DCDA TO BE RELOCATED, BUT NOT | | | AWARE OF A FIRELINE AT THAT LOCATION. VERIFY IF THERE | | | IS FIRE SERVICE THERE, OR IF IT IS JUST A REGULAR | | | DOMESTIC BACKFLOW ASSEMBLY. | | | -SHOW AND LABEL THE EXISTING METERED WATER SERVICES FOR | | | THE BUILDINGS BEING DEMOLISHED ALONG WITH WHAT IS | | | HAPPENING TO THEM. | | | -SHOW AND LABEL EXISTING STORMWATER AND SANITARY SEWER | | | UTILITIES ALONG WITH WHAT IS HAPPENING TO THEM. | | | -ENGINEERING PLAN SHOWS UTILITY POLE IN PROPOSED | | | DRIVEWAY ENTRANCE. UTILITY POLE THAT CONNECTS INSIDE | | | PROPERTY IS NOT SHOWING. | | | -SHOW AND LABEL ANY PROPOSED TRANSFORMER PADS. | | | -CIVIL PLAN SHOW SCHOOL PARKING BUILDING TO THE | | | NORTHWEST, BUT NOT SHOWING ON OTHER PLAN SETS. | | | -SURVEY IS NOT SIGNED, SEALED, AND DATED. | | | -SHOW AND LABEL PIPING FROM WATER METER TO AND | | | INCLUDING WATER MAIN. | | | -PLANS SEEM TO PROPOSE TREES AND UTILITIES IN SAME | | | LOCATIONS. PLEASE SUBMIT SEPARATE LANDSCAPING PLAN | | | SHEET THAT SHOWS TREES, BUSHES, AND UTILITIES. MAKE | | | SURE THERE ARE NO CONFLICTS BETWEEN TREES AND | | | UTILITIES. | | | RESPECTFULLY, | | | MARK HURLEY [email protected] |
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PW |
PUBLIC WORKS |
| Rev No |
1 |
Status |
P |
Date |
08-25-2022 |
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08-25-2022 |
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08-25-2022 |
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| 2022-08-25 08:57:19 | CONDITIONS OF APPROVAL: | | | 1- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN | | | THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF | | | THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC | | | WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND | | | COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING | | | MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE | | | CAN(S). | | | 2- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE | | | CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA | | | STATUES [553.5041 F.S.]. | | | 3- ALL STRIPING AND SIGNAGE SHALL COMPLY WITH THE | | | LATEST CITY OF WEST PALM BEACH STANDARD DETAILS AND | | | MEET THE M.U.T.C.D. LATEST EDITION. | | | 4- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED | | | DURING CONSTRUCTION SHALL BE RESTORED. | | | | | | MATT HEJAZI | | | DEPT. OF PUBLIC WORKS | | | [email protected] | | | 561-822-2045 |
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STORM |
STORMWATER |
| Rev No |
1 |
Status |
F |
Date |
09-08-2022 |
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tward |
Date |
09-08-2022 |
Time |
12:51 |
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tward |
Date |
09-08-2022 |
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12:52 |
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| Notes |
| 2022-09-08 12:52:07 | 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. CIVIL AND ARCHITECTURAL PLANS DO NOT MATCH. | | | | | | 2. WATER QUALITY TREATMENT WILL NEED TO BE PROVIDED FOR | | | RUNOFF FROM THE NEW IMPERVIOUS AREA. THE PROPOSED | | | PARKING LOT IN THE SOUTHWEST CORNER OF THE SITE WILL | | | WATER QUALITY TREATMENT FOR THE ENTIRE PARCEL. | | | | | | 3. FLOW ATTENUATION MAY BE NEEDED IF NEED AREAS ARE | | | BEING ADDED TO THE TRUNKLINE SYSTEM RUNNING THROUGH THE | | | SCHOOL. | | | | | | 4. ANY DISPLACED DEPRESSED SURFACE STORMWATER STORAGE | | | AREAS (SUCH AS SOUTH OF THE BASKETBALL COURT) WILL NEED | | | TO BE MITIGATED. | | | | | | 5. 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 VERTICAL DATUM CONVERSION TO | | | NGVD1929 ON THE CIVIL PLANS. | | | | | | 6. SHOW AND LABEL (SIZE, MATERIAL) THE STORM PIPE IN | | | EUCALYPTUS R/W THAT IS BEING ABANDONED. | | | | | | 7. SHOW THE PROPOSED EASEMENTS FOR THE PROPOSED | | | ABANDONED AREA OF EUCALYPTUS R/W. | | | | | | 8. SHOW FLOW ARROWS FOR THE DRIVEWAYS TO N. FLAGLER | | | DRIVE. | | | | | | 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 MODIFICATION 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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| Review Stop |
SURVEY |
SURVEYING |
| Rev No |
1 |
Status |
F |
Date |
09-06-2022 |
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Cont ID |
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| Sent By |
vnoel |
Date |
09-06-2022 |
Time |
10:23 |
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vnoel |
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| Notes |
| 2022-09-06 10:54:08 | 1. SITE PLAN DOES NOT MATCH ENG. PLANS. | | | 2. ON-SITE SANITARY IS TO BE TURNED OVER TO OWNER AS IT | | | ONLY SERVES THE CAMPUS. | | | 3. SHOW EXISTING DRAINAGE AND WATER ON ALL PLANS ALONG | | | WITH EUCALYPTUS EASEMENT. | | | 4. REPLAT MAY BE REQUIRED. |
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TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
2 |
Status |
F |
Date |
06-20-2023 |
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Date |
06-20-2023 |
Time |
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06-20-2023 |
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| 2023-06-20 00:51:26 | TRAFFIC COMMENTS | | | 1) NOT SATISFIED. GIVEN THE CHANGE IN SQUARE FOOTAGE, | | | CIRCULATION AND DRIVEWAY CONFIGURATION. PROVIDE AN | | | UPDATED TRAFFIC ANALYSIS. LATEST RESUBMISSION DID NOT | | | PROVIDE A REVISED OPERATIONAL MANAGEMENT PLAN | | | 2) PLEASE PROVIDE FURTHER NARRATIVE AND ELABORATION | | | PERTAINING THE EXPECTED QUEUES WITHIN THE PROPOSED | | | DEVELOPMENT AS WELL AS THE SURROUNDING ROADWAY NETWORK. | | | THE LATTER IS SIGNIFICANTLY IMPACTED DURING PICK-UP | | | OPERATIONS, DUE TO PARENTAL VEHICLES ARRIVING AHEAD OF | | | TIME CAUSING QUEUE SPILLBACKS AND TRAVEL LANES BLOCKAGE | | | ON N FLAGLER DRIVE | | | 3) THE CONCLUSION IN THE REPORT IS BASED ON A TRIVIAL | | | EVALUATION, INSTEAD OF TRAFFIC ENGINEERING PRINCIPLES | | | AND METHODOLOGIES. THUS, PLEASE PROVIDE A COMPREHENSIVE | | | QUEUE ANALYSIS, INCLUSIVE OF PROPERLY CALCULATED | | | DISCHARGE RATES | | | | | | SITE COMMENTS | | | 4) PARTIALLY SATISFIED. PROVIDE A CLEAN TRANSPORTATION | | | SPECIFIC SITE PLAN FOR THE GROUND FLOOR. SHOWCASING | | | TRANSPORTATION RELATED FEATURES (E.G. ROADWAY WIDTHS, | | | DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER, | | | DRIVEWAY, GATES, CROSSWALKS, VISIBILITY TRIANGLE, | | | CORNER & DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.) | | | PROPERLY LABELED AND DIMENSIONED. THE SITE PLAN SHOULD | | | BE NAMED T-1.0. PROPOSED TRAFFIC OPERATIONAL EXHIBIT IS | | | INCOMPLETE | | | 5) PARTIALLY SATISFIED. IN THE T-1.0 SITE PLAN, PLEASE | | | SHOWCASE BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS, | | | PAVEMENT MARKINGS, PARKING STALLS, ETC.) ON THE | | | OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED | | | DEVELOPMENT. PROPOSED TRAFFIC OPERATIONAL EXHIBIT IS | | | INCOMPLETE | | | 6) NOT SATISFIED. PROVIDE A SIGNAGE AND PAVEMENT | | | MARKING PLAN. INCLUSIVE OF ALL FEATURES WITHIN THE | | | PROPOSED DEVELOPMENT AND ALONG ALL ROADS FRONTING THE | | | SITE. THE SITE PLAN IS PART OF THE TRANSPORTATION | | | REVIEW AND SHOULD BE NAMED ACCORDINGLY (E.G. T-1.1 OR | | | T-2.0). THE PROPOSED TRAFFIC OPERATIONAL EXHIBIT DOES | | | NOT CONTAIN THE REQUESTED INFORMATION | | | 7) NOT SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE | | | TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE | | | PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND | | | WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT | | | COLORS. SITE PLAN(S) CONTAINING THE ANALYSIS ARE PART | | | OF THE TRANSPORTATION REVIEW AND SHOULD BE NAMED | | | ACCORDINGLY (E.G. T1.2, T-3.0). NO REVISED PLANS IN | | | LATEST SUBMISSION | | | 8) NOT SATISFIED. PROVIDE ENGINEERING REFERENCE AND | | | SPECS SHEETS FOR EACH OF THE PROPOSED TRANSPORTATION | | | FEATURES (E.G. CURB, RAMP, GATE, SIGNAGE, PAVEMENT | | | MARKING, SIGNAL, ETC.). PLEASE PROVIDE DOCUMENT NAME | | | AND SHEET NUMBER, AS THE PROPOSED TRAFFIC OPERATIONAL | | | EXHIBIT DOES NOT CONTAIN THE REQUESTED INFORMATION | | | 9) NOT SATISFIED. IDENTIFY AND DESIGNATE TWO EASILY | | | ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 | | | FEET) AND PROVIDE BASIC ELECTRIFICATION READINESS WITH | | | THE FOLLOWING SPECS: A CONDUIT (2-INCH SCHEDULE 40 PVC) | | | TO THE POWER SOURCE WITH AN ELECTRICAL PULL BOX (240V / | | | 10,000W CIRCUIT). PLEASE INSERT THIS FEATURE IN THE | | | T-1.0 OR T1.1 SITE PLAN. IDEALLY, ONE STATION SHOULD BE | | | LOCATED ON OLIVE, WHILE THE OTHER ON FLAGLER | | | 10) SATISFIED. PROVIDE A PARKING TABLE SHOWCASING THE | | | NUMBER OF REQUIRED AND PROVIDED PARKING SPACES, | | | INCLUSIVE OF ADA AND BICYCLE ONES. NO REVISED PLANS IN | | | LATEST SUBMISSION | | | 11) SATISFIED. IN THE PAVEMENT, MARKING & SIGN PLAN, | | | PROVIDE A TABLE SHOWCASING THE NUMBER OF EXISTING AND | | | PROPOSED ON-STREET PARKING STALLS. PROVIDE THE NUMBER | | | OF METERED STALLS THAT ARE BEING REMOVED OR RELOCATED, | | | IF ANY | | | 12) SATISFIED. ARE THERE ANY GATES PROPOSED? IF SO, | | | CLEARLY SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE | | | FROM THE BACK OF THE SIDEWALK | | | 13) SATISFIED. ARE THERE ANY BUS STOPS BEING IMPACTED? | | | 14) SATISFIED. UNLESS THE ANGLE PARKING STALLS OF THE | | | EASTERN PARKING LOT BY THE INTRACOASTAL ARE REVERSED, | | | IT IS RECOMMENDED TO CHANGE DIRECTIONALITY. ENTRY | | | DRIVEWAY SHOULD BE ON THE NORTH, WHILE EXIT ONE TO THE | | | SOUTH | | | 15) SATISFIED. SOME OF THE STALLS AND DRIVE AISLE OF | | | THE EASTERN PARKING LOT BY THE INTRACOASTAL ARE NOT | | | CODE COMPLIANT. PLEASE REVISE ACCORDINGLY | | | 16) NOT SATISFIED. PICK-UP/DROP OFF AREA FOR THE | | | ELEMENTARY SCHOOL SHOULD BE RELOCATED TO THE NORTHERN | | | SIDE OF THE PARKING LOT, SO TO PROVIDE A LONGER STAKING | | | DISTANCE. THERE IS A DISCREPANCY WITH THE PSP-1 SITE | | | PLAN AND THE ONE SHOWN IN THE OPERATIONAL ANALYSIS. NO | | | REVISED PLANS IN LATEST SUBMISSION | | | 17) SATISFIED. PICK-UP/DROP OFF AREA FOR THE EARLY | | | CHILDHOOD SCHOOL SHOULD BE RELOCATED FURTHER SOUTH BY | | | THE MIDDLE SCHOOL DROP OFF, SO TO PROVIDE A LONGER | | | STAKING DISTANCE | | | 18) NOT SATISFIED. THE FOUR PARKING STALLS BY THE | | | 1-STORY GYMNASIUM SHOULD BE EITHER REMOVED, AND | | | REPLACED BY A SIDEWALK SO TO PROVIDE LONGER STAKING BY | | | DESIGNATING THE AREA FOR EARLY CHILDHOOD SCHOOL | | | PICK-UP/DROP-OFF, OR CONVERTED TO ADA, AS THEY ARE THE | | | CLOSEST AND SAFEST ONES TO THE ENTRANCE. THE REMOVAL OF | | | SUCH STALLS WAS EXPLAINED AND AGREED UPON, AS BESIDES | | | INCREASING THE QUEUE STACK, IT ALSO HELPS REDUCING | | | CONFLICT POINTS AND INCREASING PEDESTRIAN SAFETY | | | 19) NOT SATISFIED. INSTALL HIGH VISIBILITY CROSSWALKS | | | ACROSS 7TH AND 8TH ST AT THE INTERSECTION OF FLAGLER | | | DR. PLEASE PROVIDE SPECIFICATIONS AND SHOWCASE THE ITEM | | | ON THE PLANS | | | 20) SATISFIED. INSTALL A MINIMUM OF 8 FEET SIDEWALK | | | ALONG THE NORTHERN SIDE OF 7TH ST | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | |
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| Review Stop |
TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
1 |
Status |
F |
Date |
09-07-2022 |
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| Sent By |
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Date |
09-07-2022 |
Time |
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Rev Time |
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| Received By |
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Date |
09-07-2022 |
Time |
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Sent To |
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| Notes |
| 2022-09-07 20:56:33 | | | | 1) GIVEN THE CHANGE IN SQUARE FOOTAGE, CIRCULATION AND | | | DRIVEWAY CONFIGURATION. PROVIDE AN UPDATED TRAFFIC | | | ANALYSIS | | | 2) PROVIDE A CLEAN TRANSPORTATION SPECIFIC SITE PLAN | | | FOR THE GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED | | | FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES, PARKING | | | STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES, | | | CROSSWALKS, VISIBILITY TRIANGLE, CORNER & DRIVEWAY | | | SEPARATION DISTANCES, SLOPES, ETC.) PROPERLY LABELED | | | AND DIMENSIONED. THE SITE PLAN SHOULD BE NAMED T-1.0 | | | 3) IN THE T-1.0 SITE PLAN, PLEASE SHOWCASE BASIC CURB | | | DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT MARKINGS, | | | PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF THE ROADS | | | SURROUNDING THE PROPOSED DEVELOPMENT | | | 4) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN. | | | INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED | | | DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. THE | | | SITE PLAN IS PART OF THE TRANSPORTATION REVIEW AND | | | SHOULD BE NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0) | | | 5) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR | | | SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED | | | DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL | | | PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS. | | | SITE PLAN(S) CONTAINING THE ANALYSIS ARE PART OF THE | | | TRANSPORTATION REVIEW AND SHOULD BE NAMED ACCORDINGLY | | | (E.G. T1.2, T-3.0) | | | 6) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR | | | EACH OF THE PROPOSED TRANSPORTATION FEATURES (E.G. | | | CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, SIGNAL, | | | ETC.) | | | 7) IDENTIFY AND DESIGNATE TWO EASILY ACCESSIBLE | | | MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND | | | PROVIDE BASIC ELECTRIFICATION READINESS WITH THE | | | FOLLOWING SPECS: A CONDUIT (2-INCH SCHEDULE 40 PVC) TO | | | THE POWER SOURCE WITH AN ELECTRICAL PULL BOX (240V / | | | 10,000W CIRCUIT). PLEASE INSERT THIS FEATURE IN THE | | | T-1.0 OR T1.1 SITE PLAN. IDEALLY, ONE STATION SHOULD BE | | | LOCATED ON OLIVE, WHILE THE OTHER ON FLAGLER | | | 8) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF | | | REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA | | | AND BICYCLE ONES | | | 9) IN THE PAVEMENT, MARKING & SIGN PLAN, PROVIDE A | | | TABLE SHOWCASING THE NUMBER OF EXISTING AND PROPOSED | | | ON-STREET PARKING STALLS. PROVIDE THE NUMBER OF METERED | | | STALLS THAT ARE BEING REMOVED OR RELOCATED, IF ANY | | | 10) ARE THERE ANY GATES PROPOSED? IF SO, CLEARLY | | | SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE FROM THE | | | BACK OF THE SIDEWALK | | | 11) ARE THERE ANY BUS STOPS BEING IMPACTED? | | | 12) UNLESS THE ANGLE PARKING STALLS OF THE EASTERN | | | PARKING LOT BY THE INTRACOASTAL ARE REVERSED, IT IS | | | RECOMMENDED TO CHANGE DIRECTIONALITY. ENTRY DRIVEWAY | | | SHOULD BE ON THE NORTH, WHILE EXIT ONE TO THE SOUTH | | | 13) SOME OF THE STALLS AND DRIVE AISLE OF THE EASTERN | | | PARKING LOT BY THE INTRACOASTAL ARE NOT CODE COMPLIANT. | | | PLEASE REVISE ACCORDINGLY | | | 14) PICK-UP/DROP OFF AREA FOR THE ELEMENTARY SCHOOL | | | SHOULD BE RELOCATED TO THE NORTHERN SIDE OF THE PARKING | | | LOT, SO TO PROVIDE A LONGER STAKING DISTANCE. THERE IS | | | A DISCREPANCY BETWEEN THE PSP-1 SITE PLAN AND THE ONE | | | SHOWN IN THE OPERATIONAL ANALYSIS | | | 15) PICK-UP/DROP OFF AREA FOR THE EARLY CHILDHOOD | | | SCHOOL SHOULD BE RELOCATED FURTHER SOUTH BY THE MIDDLE | | | SCHOOL DROP OFF, SO TO PROVIDE A LONGER STAKING | | | DISTANCE | | | 16) THE FOUR PARKING STALLS BY THE 1-STORY GYMNASIUM | | | SHOULD BE EITHER REMOVED, AND REPLACED BY A SIDEWALK SO | | | TO PROVIDE LONGER STAKING BY DESIGNATING THE AREA FOR | | | EARLY CHILDHOOD SCHOOL PICK-UP/DROP-OFF, OR CONVERTED | | | TO ADA, AS THEY ARE THE CLOSEST AND SAFEST ONES TO THE | | | ENTRANCE | | | 17) INSTALL HIGH VISIBILITY CROSSWALKS ACROSS 7TH AND | | | 8TH ST AT THE INTERSECTION OF FLAGLER DR | | | 18) INSTALL A MINIMUM OF 8 FEET SIDEWALK ALONG THE | | | NORTHERN SIDE OF 7TH ST | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | | | | | | | | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
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Date |
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Cont ID |
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| Sent By |
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Date |
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Time |
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Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
06-09-2023 |
Time |
16:20 |
Sent To |
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| Notes |
| 2023-06-09 16:21:57 | ZONING HAS NO ADDITIONAL SITE PLANNING COMMENTS, | | | PROJECT HAS BEEN APPROVED BY PLANNING BOARD & CITY | | | COMMISSION. | | | | | | FINAL ZONING REVIEW RESULT AWAITING ALL OTHER PPRC | | | PASSES. |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
09-08-2022 |
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Cont ID |
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| Sent By |
ckimmerl |
Date |
09-08-2022 |
Time |
12:26 |
Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
09-08-2022 |
Time |
12:25 |
Sent To |
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| Notes |
| 2022-09-08 12:26:41 | 1. CIVIL PLAN AND SITE PLAN DIFFER IN OVERALL PROPOSAL; | | | A. SITE PLAN SHOWS MULTI-PURPOSE TURF FIELD IN | | | NORTHWEST CORNER WITH A NORTH-SOUTH ORIENTATION, THE | | | PARKING LOT ON THE ABANDON PORTION OF EUCALYPTUS AND | | | 7TH HAS A DIFFERENT CONFIGURATION AND FEATURES LARGER | | | LANDSCAPE ISLANDS. | | | B. CIVIL PLAN SHOWS A 2-STORY BUILDING WITH PARKING | | | STRUCTURE IN NORTHWEST CORNER, A NEW SOCCER FIELD WITH | | | AN EAST-WEST ORIENTATION IS JUST BELOW THAT, AND THE | | | PARKING LOT PAVING ALONG EUCALYPTUS AND 7TH CONFIGURED | | | DIFFERENTLY THAN THAT OF THE SITE PLAN. | | | C. PLEASE CLARIFY/IDENTIFY WHICH DESIGN OPTION THE | | | PROJECT WILL GO FORWARD WITH. | | | | | | 2. CIVIL PLAN: THE PROPOSED PARKING INGRESS/EGRESS IS | | | TOO CLOSE TO THE INTERSECTION OF 8TH AND OLIVE; | | | REQUIRES MINIMUM 50? SEPARATION. | | | | | | 3. PLEASE PROVIDE ADDITIONAL ARCHITECTURAL DRAWINGS, | | | ELEVATIONS, OR DETAILS IN REFERENCE TO THE 804 N OLIVE | | | AVE. PRESERVATION LABELED ON SHEET PSP-1. PREVIOUS | | | DISCUSSION WAS TO PRESERVE THE ENTIRE BRICK FA?ADE AND | | | INCORPORATE INTO AN ENTRY/DESIGN, SCREENING, OR OTHER | | | ELEMENT FOR THIS FRONTAGE. | | | | | | 4. PER REQUIREMENTS OF SEC. 94-315, PLEASE ADEQUATELY | | | SCREEN THE DUMPSTER ENCLOSURE ALONG THE 7TH ST. | | | ALLEY/PARKING ACCESS, CONSIDER RELOCATING AS PROPOSAL | | | OPEN SHOWS IT OPENING OUTSIDE OF PROPERTY LINE AND INOT | | | ROW. | | | | | | 5. WITHIN THE ZONING AND SITE DATA ON PSP-1; THE | | | ROSARIAN ACADEMY PROPERTIES ARE SPLIT-ZONED BETWEEN | | | LD-R AND LD-5 UNDER THE CSPD. AS PART OF THIS SPLIT | | | ZONING, LD-R DOES NOT PERMIT SURFACE PARKING LOTS; A | | | PORTION OF THE ABANDONED ROW/ALLEY WITH PROPOSED | | | PARKING ON 7TH AND OLIVE FALLS UNDER THE LDR-R ZONING | | | CLASSIFICATION. PARKING LOT WILL HAVE TO BE ADJUSTED TO | | | NOT INCLUDE THIS PORTION/PROPERTY OR A WAIVER MUST BE | | | REQUESTED. STAFF IS NOT IN SUPPORT OF A WAIVER FOR | | | ALLOWING THE SURFACE PARKING WITHOUT ADEQUATELY | | | SCREENING AND INCORPORATION OF THE PRESERVED 804 OLIVE | | | FA?ADE. | | | | | | 6. PLEASE PROVIDE CURB-CUT WIDTH ACROSS THE 7TH ST. | | | PARKING ACCESS, CURB CUT IS MEASURED ALONG PROPERTY | | | LINE, CANNOT EXCEED 25?. | | | | | | 7. LANDSCAPING AND PROPOSED STRUCTURES/PLAYGROUND | | | EQUIPMENT APPEARS TO IMPEDE WITH UTILITIES. | | | | | | 8. PROPOSAL ELIMINATES ALIGNMENT WITH EUCALYPTUS; | | | EXISTING CITY UTILITIES ARE LOCATED WITHIN THIS PORTION | | | OF EUCALYPTUS, WILL REQUIRE COORDINATION WITH | | | RESPECTIVE ENGINEERING DEPT. ON RELOCATION OF SERVICES. | | | | | | 9. WITH THE DEMOLITION OF THE STRUCTURES BETWEEN | | | EUCALYPTUS & 7TH ST. THE NORTH OLIVE FRONTAGE BECOMES A | | | MASSIVE LOW-SCALE VOID/GAP ALONG THIS FRONTAGE; | | | ESPECIALLY WITH THE INCLUSION OF SURFACE PARKING AND | | | THE MULTI-PURPOSE FIELD. PLEASE CONSIDER EXPLORING | | | ADDITIONAL OPTIONS TO MORE APPROPRIATELY FILL OR SCALE | | | THIS FRONTAGE, PROVIDE ADDITIONAL SCREENING, | | | STREETSCAPE ELEMENTS/FURNITURE, OR PROVIDE A MORE | | | ACTIVE FRONTAGE IN THIS AREA OF THE PROJECT. | | | A.PLEASE CONSIDER PROVIDING A SECTION OR PERSPECTIVE | | | DRAWING OF THE N OLIVE FRONTAGE TO PROVIDE ADDITIONAL | | | CONTEXT WITH THE PROPOSED CHANGES. | | | | | | 10. PLEASE PROVIDE SETBACK LINES ON PSP-1. | | | | | | 11. FENCE REQUIREMENTS: PER SEC. 94-109 | | | A. FENCES IN R SUBDISTRICTS SHALL BE A MAXIMUM HEIGHT | | | OF FOUR FEET WITHIN THE FRONT YARD SETBACK AND SIX FEET | | | WHEN LOCATED BEHIND THE FRONT SETBACK, EXCEPT AS | | | EXPRESSLY PROVIDED IN BPD-R. IN ALL OTHER SUBDISTRICTS, | | | FENCES ALONG A LOT FRONTAGE SHALL BE A MAXIMUM HEIGHT | | | OF FOUR FEET AND FENCES IN REAR AND SIDE SETBACKS SHALL | | | BE A MAXIMUM HEIGHT OF SIX FEET. | | | B. FENCES ABUTTING THE RAILROAD RIGHT-OF-WAY OR | | | ENCLOSING SPORTS FIELDS MAY BE A MAXIMUM HEIGHT OF | | | EIGHT FEET. | | | C. CHAIN-LINK FENCES ARE PROHIBITED WITHIN THE STREET | | | FRONTAGE MAXIMUM SETBACK WITHIN THE URBAN CORE PLANNING | | | AREA, AND SPECIAL DISTRICT PLANNING AREAS. CHAIN LINK | | | FENCES WITHIN THE RESIDENTIAL DISTRICTS PLANNING AREA | | | ARE PERMITTED BUT SHALL BE SCREENED WITH A HEDGE WHEN | | | LOCATED WITHIN THE FRONT SETBACK. CHAIN LINK FENCES ARE | | | PERMITTED ALONG SIDE AND REAR SETBACKS. WHERE ALLOWED, | | | CHAIN LINK FENCES SHALL BE VINYL-COATED, AND SHALL | | | INCLUDE A TOP RAIL. | | | | | | - PROPOSED CHAIN-LINK FENCE EXCEEDS HEIGHT LIMITATIONS | | | AND APPEARS TO BE LOCATED WITHIN THE MAXIMUM STREET | | | FRONTAGE SETBACK. VARIANCE/WAIVER REQUEST WILL BE | | | REQUIRED FOR THE HEIGHT, AS WELL AS FOR THE FENCE | | | LOCATION SHOULD IT REMAIN CHAIN-LINK WITHIN FRONTAGE | | | MAXIMUM SETBACK. | | | | | | 12. TO CLARIFY, SHEET A1.1 IS PRIMARILY AN INTERIOR | | | RENOVATION WITH THE REMOVAL OF THE INTERNAL | | | GROUND-LEVEL PARKING WITH NEW CLASSROOMS AND SCHOOL | | | FACILITIES? | | | | | | 13. PLEASE PROVIDE STREETSCAPE AND LANDSCAPE DETAILS, | | | SHOWING COMPLIANCE PER SEC. 94-113. | | | | | | 14. IS THE NEW MULTI-PURPOSE FIELD ARTIFICIAL TURF? | | | | | | 15. FOR FUTURE RESUBMITTALS, PLEASE PROVIDE A CLOUDED | | | COPY OF THE CHANGED ITEMS/ADDRESSED COMMENTS. | | | | | | REGARDING THE TEXT AMENDMENT TO EXPAND THE PD BOUNDARY, | | | STAFF WILL MAKE MINOR LANGUAGE ADJUSTMENTS OR | | | CORRECTIONS AND DISCUSS FURTHER WITH APPLICANT PRIOR TO | | | BRINGING FORWARD. | | | | | | CHRIS KIMMERLY, AICP | | | URBAN DESIGN PLANNER | | | 822.1426 [email protected] |
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