| 2022-10-06 07:14:57 | E22080036 506 DATURA ST 8.11.22 REVIEW |
| | |
| | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1098 |
| | [email protected] : |
| | |
| | 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF |
| | CITY OF WPB DEVELOPMENT APPLICATION). |
| | 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 3. 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER. |
| | 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 5. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT |
| | HIM AT 561-494-2262 OR [email protected] |
| | 6. PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND |
| | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND |
| | SEWER LINES AND CLEANOUTS, GREASE TRAPS, ETC. 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. GATE |
| | VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR SIDEWALK. |
| | ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE PROFILE |
| | VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON |
| | PLAN VIEW FOR ALL SANITARY AND STORM SEWERS. PLEASE |
| | SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT |
| | MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL |
| | EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT, |
| | INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION & |
| | TELECOMMUNICATION FACILITIES INCLUDING PIPES SIZES AND |
| | MATERIALS, LOCATED ON THE RIGHT-OF-WAY. |
| | 7. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 8. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 9. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND |
| | EXISTING METER AND BACKFLOW (TO BE REMOVED?). 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. |
| | 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 11. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 12. 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. |
| | 13. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER |
| | AND STORM LINES AT ALL UTILITY CROSSINGS WITHIN ROW PER |
| | CITY OF WEST PALM BEACH STANDARD DETAIL GN-2 SERIES. |
| | 14. 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. |
| | 15. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 16. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 17. IF TRENCHING IN IN CITY-MAINTAINED ROADWAY AREAS |
| | ADD NOTE TO PROVIDE 50 FT. PAVEMENT RESTORATION |
| | TRANSITION ON EACH SIDE OF PROPOSED TRENCH PER CITY OF |
| | WPB STANDARD DETAIL GC-4. |
| | 18. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 19. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (E-XXXXXXXX). |
| | |
| | CONTACT INFO: |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | |
| | -PLANS NOT SIGNED, SEALED, AND DATED. |
| | -ON GENERAL NOTE 8, ADD THAT RECORD DRAWINGS MUST MEET |
| | ALL OF CITY OF WPB REQUIREMENTS. |
| | -WATER NOTE 3: PVC CANNOT BE USED FOR POTABLE WATER |
| | MAINS. ONLY FOR WASTEWATER. |
| | -ON DEMOPLAN SHOW AND LABEL ALL EXISTING METERED WATER |
| | SERVICES AND SEWER LATERALS. |
| | -ON UTILITY PLAN: ADD PIPE MATERIAL TYPE TO LABEL OF |
| | WATER MAIN; VERIFY SIZE OF WATER MAIN AS THE PLAN SIZE |
| | DOES NOT MATCH WPB GIS; CALLOUT TAPS OR TEES AT WATER |
| | MAIN CONNECTIONS; CALLOUT HORIZONTAL DISTANCE BETWEEN |
| | THE TWO CLOSE WATER MAIN CONNECTIONS. |
| | -THE 6 INCH WATER LINES NEED TO BE DIP INSTEAD OF PVC. |
| | CONFLICT TABLE WOULD NEED TO BE UPDATED ALSO. |
| | -ADD ALL ABBREVIATIONS TO ABBREVIATIONS LIST. WL IS NOT |
| | ON THERE. |
| | -VERIFY DID NOT WANT TO HAVE PARALLEL/DUAL DOMESTIC |
| | BACKFLOW ASSEMBLIES. |
| | -VERIFY NO AUXILIARY WATER SOURCES SUCH AS WELLS WILL |
| | BE CONNECTED TO PRIVATE FIRE SYSTEM. |
| | -THE FIRE HYDRANT DESIGN IS NONSTANDARD AND HAS ISSUES. |
| | NOT SURE IF THE INTENT IS A PRIVATE HYDRANT OR CITY |
| | HYDRANT. IF PRIVATE, IT NEEDS TO BE INSTALLED |
| | DOWNSTREAM OF THE DCDA. IF CITY OWNERSHIP INTENDED, |
| | THEN DOES NOT SEEM TO COMPLY WITH STANDARD DETAIL WITH |
| | RESPECT TO CONNECTION TO WATER MAIN. THE VALVING IS |
| | ALSO IN A PEDESTRIAN WALKWAY AND HYDRANT AT TROUBLESOME |
| | LOCATION. |
| | -ADD VISUAL SCALE MEASUREMENT ICON TO DETAIL A. |
| | -IRRIGATION WATER SERVICE LINE CANNOT BE PVC, BUT IT |
| | COULD BE POLY. |
| | -ADD SIZE TO THE IRRIGATION RPPA LABEL AS WELL AS |
| | REFERENCE TO SD WS 6 |
| | -ADD THE APPROPRIATE STANDARD DETAIL REFERENCES TO THE |
| | LABELS OF THE WATER METERS AND BACKFLOW ASSEMBLIES. |
| | -FOR THE ALLEY SANITARY SEWER MAIN LABEL, ADD PIPE SIZE |
| | AND MATERIAL TYPE. |
| | -ADD INVERT AND RIM ELEVATIONS TO THE LABELS OF THE |
| | SEWER MANHOLE IN ALLEY AND AT INTERSECTION. |
| | -VERIFY ALL FRANCHISE UTILITIES ARE SHOWN AND LABELED |
| | ON DATURA AND QUADRILLE PLAZA DR. |
| | -ADD SIZE TO IRRIGATION METER LABEL. ALSO CAN REMOVE |
| | VALVE SYMBOL NEAR WATER MAIN AS ONLY CORP STOP IS USED |
| | PER STANDARD DETAIL. |
| | -SHOW AND LABEL ALL EXISTING WATER MAIN VALVES AT |
| | DATURA AND QUADRILLE INTERSECTION, AND ALONG DATURA, ON |
| | UTILITY AND DEMO PLANS. |
| | -IF PROJECT IS BUILDING ON 524 DATURA LOT, THEN SHOW |
| | AND LABEL THE EXISTING FIRELINE SERVICE. |
| | -LABEL ADJACENT PROPERTY ADDRESSES ON PLANS. |
| | -CALLOUT CROSSING OF EXFILTRATION TRENCH, 18 INCH HDPE, |
| | AND IRRIGATION WATER SERVICE. |
| | -ADD SLOPE GUIDANCE FOR SEWER LATERALS. |
| | -SEWER LATERALS SHOW AS 4 INCH SIZE, BUT CITY MINIMUM |
| | IS TYPICALLY 6 INCH SIZE. |
| | -ADD SIZE OF GAS MAIN. |
| | -ADD PROFILES FOR EACH WATER SERVICE. ON PROFILES SHOW |
| | NEARBY UTILITIES. |
| | -ADD THE FOLLOWING WPB STANDARD DETAILS TO PLAN SET: |
| | WS4.1, WS2, GS5, P6, P8, P11.1 |
| | -RIM AND INVERT ELEVATIONS ARE NOT SHOWING CORRECTLY ON |
| | UTILITY PLAN. |
| | -ON DETAIL A ADD SPOT ELEVATIONS NEAR BACKFLOW |
| | ASSEMBLIES. |
| | -IF SAMPLE POINTS ARE NEEDED OR REQUIRED, SHOW AND |
| | LABEL ON UTILITY PLAN.. |
| | -ADD BACKFLOW PREVENTER SYMBOL TO LEGEND. |
| | -LABEL OF ABOVE GROUND WATER METER SAYS SEE SHEET C800, |
| | BUT CANNOT FIND SHEET C800 IN PLAN SET. |
| | -AS DIRECTED IN NOTE 7 SD WS7, ADD FLOW CALCULATIONS TO |
| | UTILITY PLAN. CALCULATIONS SHOULD TAKE INTO ACCOUNT |
| | FACTORS SUCH AS DOMESTIC SERVICE LINE SIZING AND SHOW |
| | FLOW WILL BE ABLE TO MEET DEMAND. |
| | -AS DIRECTED IN NOTE 8 SD WS5, ADD FIRE FLOW |
| | CALCULATIONS TO UTILITY PLAN. CALCULATIONS SHOULD SHOW |
| | FLOW WILL MEET PRIVATE FIRE DEMAND AND TAKE INTO |
| | ACCOUNT FACTORS SUCH AS FIRE LINE SIZING. |
| | -SHOW AND LABEL ALL EXISTING AND PROPOSED STRIPING AND |
| | SIGNING IN ALLEY ON THE APPROPRIATE SHEETS. |
| | -HISTORIC PICTURES SHOW STORM MANHOLE NEAR BULBOUT TO |
| | THE WEST OF NORTHWEST PROPERTY CORNER THAT IS NOT SHOWN |
| | ON PLANS. |
| | -6 INCH METER BUILDOUT FOOT PRINT MAY BE LONGER THAN |
| | SHOWN ON PLAN. |
| | -ADD MARKUP NOTE ON WS1 THAT DUAL CHECK VALVE IS NOT |
| | INSTALLED IF BACKFLOW ASSEMBLY IS BEING USED. |
| | -ADD NOTE ON UTILITY PLAN THAT PIGGING JUMPER METERS |
| | AND BACKFLOW ASSEMBLIES CANNOT BE UNDERGROUND. |
| | -ADD NOTE ON DEMO PLAN TO RETURN ANY REMOVED CITY WATER |
| | METER ??? CONTACT [email protected]. |
| | -HISTORIC PICTURES SHOW VALLEY GUTTER IN MIDDLE OF |
| | ALLEY BUT PLANS DO NOT DEPICT THAT WELL. |
| | -PLANS NOT CLEAR FOR THE INTENTION OF ALLEY. TYPICALLY |
| | THE WHOLE ALLEY WOULD BE RESURFACED, BUT THERE ARE SOME |
| | PAVER SECTIONS CALLED OUT. VERIFY WHO APPROVED PAVERS |
| | IN ALLEY AND MAKE PLAN INTENTION MORE CLEAR. |
| | -PROPOSED CURB CHANGE OUT OF ALLEY ON NORTH SIDE PUTS |
| | AN EXISTING SIGN IN A CURB. |
| | -ALLEY IS CURRENTLY RIGHT TURN ONLY ONTO QUADRILLE |
| | PLAZA DR.. VERIFY WITH VALERIO IF IT SHOULD REMAIN |
| | RIGHT TURN ONLY. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | SURFACE WATER MANAGEMENT REPORT (PREPARED 8/10/22) |
| | 1. REVIEW THE PROJECT OVERVIEW AND SUMMARY PAGE AND |
| | REMOVE INFORMATION THAT IS NOT APPLICABLE TO THIS |
| | PROJECT. |
| | 2. PROJECT SITE IS LOCATION WITHIN THE C-51 BASIN. |
| | 3. SUMMARY LISTS THE MINIMUM PAVEMENT GRADE ELEVATION |
| | AS 17.70 FT NAVD. IDENTIFY WHERE ON THE PAVING AND |
| | GRADING PLAN (SHEET C-05) THIS GRADE IS LOCATED ON |
| | SITE. |
| | 4. WHAT IS THE 100-YEAR 3-DAY ZERO DISCHARGE PEAK |
| | STAGE? |
| | 5. PROVIDE EXISTING CONDITIONS LAND-USE AREAS |
| | (BUILDING, OTHER IMPERVIOUS, PERVIOUS). |
| | 6. PROVIDE BASIS FOR THE GROUNDWATER TABLE ELEVATION |
| | AND THE EXFILTRATION RATE USED IN THE EXFILTRATION |
| | TRENCH EQUATION. |
| | 7. PAGE 3 ??? C. ACTUAL DETENTION/RETENTION PROVIDED |
| | A. INCORRECT VALUES LISTED FOR RET. BOTTOM ELEV. AND |
| | WATER QUALITY HEIGHT |
| | 8. PAGE 7 CHANGE MIN. FFE) STORM EVENT FROM 1000 TO |
| | 100. |
| | 9. HOW IS THE DISCHARGE RATE BEING CONTROLLED TO THE |
| | ALLOWABLE RATE? |
| | |
| | ENGINEERING PLANS |
| | 1. PROVIDE A COPY OF THE APPROVED SITE PLAN. |
| | 2. SHEET C-02 |
| | A. WATER AND SEWER NOTE #12 ??? MANHOLE COVERS FOR |
| | PRIVATELY MAINTAINED MANHOLES SHALL NOT HAVE ???WEST |
| | PALM BEACH??? INSCRIBED ON THEM. |
| | B. ROAD AND BRIDGE GENERAL NOTES #2 ??? RESTORATION TO |
| | BE IN ACCORDANCE WITH CWPB DETAILS. |
| | C. REVISE THE UTILITY CONTACT AND ADDRESS FOR WATER AND |
| | WASTEWATER SERVICE. |
| | |
| | 3. ENGINEERING BASE MAP DOES NOT MATCH THE LANDSCAPE |
| | PLANS BASE MAP. |
| | 4. CAN CURB RAMP ON THE NORTH SIDE OF THE ALLEY ALIGN |
| | BETTER WITH THE CURB RAMP ON THE SOUTH SIDE OF THE |
| | ALLEY? |
| | 5. LIST SPOT GRADES FOR HARD SURFACES TO TWO DECIMAL |
| | POINTS. |
| | 6. VERIFY THE PROPOSED SPOT GRADES DO NOT RESULT IN |
| | SIDEWALK CROSS SLOPES EXCEEDING 2 PERCENT. |
| | 7. THE VALLEY GUTTER AND F CURB AND GUTTER ALONG |
| | QUADRILLE PLAZA DRIVE SCALE 14 INCHES WIDE INSTEAD OF |
| | 24 INCHES WIDE. |
| | 8. SECTION C-C ON SHEET C-05 CALLS OUT 10??? DROP OFF |
| | LANE. IT SCALES ~7 FEET IN PLAN VIEW. |
| | 9. CONFIRM THE PROJECT WILL NOT MOVE THE WEST EDGE OF |
| | PAVEMENT OF QUADRILLE PLAZA DRIVE (E.G. THE TRAVEL LANE |
| | OF QUADRILLE PLAZA DR. WILL NOT BE NARROWED). |
| | 10. SECTION B-B SHOWS SPOT GRADE OF 17.90 AT EDGE OF |
| | DATURA ST. GRADING PLAN SHOWS SPOT GRADES OF 18.3 AND |
| | 18.1 WEST AND EAST, RESPECTIVELY, OF THE DRIVEWAY. |
| | WATER WILL POND IN THIS AREA. |
| | 11. SECTION B-B SHOWS 15 FEET BETWEEN THE PROPERTY LINE |
| | AND FACE OF BUILDING. PLAN VIEW SHOWS THE BUILDING |
| | ABOUT 20 FEET FROM THE PROPERTY LINE. |
| | 12. SHOW SWALE ON SECTION D-D TO PREVENT DIRECT RUNOFF |
| | TO THE ADJACENT PROPERTY. |
| | 13. SPOT GRADES ALONG QUADRILLE PLAZA DRIVE ARE HIGHER |
| | THAN THE ELEVATION OF THE CENTERLINE OF THE ROAD. |
| | 14. CONFIRM THE ALLEY WILL HAVE POSITIVE DRAINAGE TO A |
| | DRAINAGE STRUCTURE. |
| | 15. LIMIT THE CROSS SLOPE TO 4% FOR ON STREET PARKING |
| | AND PULL OFF SPACES. |
| | 16. REVIEW THE PROPOSED GRADING ALONG DATURA STREET TO |
| | ENSURE THERE WILL BE POSITIVE DRAINAGE TO DRAINAGE |
| | STRUCTURES. |
| | 17. LONGITUDINAL SLOPE IS FLAT FOR THE VALLEY GUTTER |
| | ALONG THE PULL OFF LANE ON QUADRILLE PLAZA DRIVE. |
| | 18. SHOW AND LABEL THE RIGHT OF WAY LINES FOR THE |
| | ALLEY. |
| | 19. SHOW AND LABEL THE WEST RIGHT OF WAY LINE OF |
| | QUADRILLE PLAZA DRIVE SOUTH OF THE ALLEY. |
| | 20. LABEL THE CENTERLINE OF QUADRILLE PLAZA DRIVE. |
| | 21. CURB RETURN FOR ALLEY CUTS ACROSS THE SOUTHEAST |
| | PROPERTY CORNER. |
| | 22. SHOW MILL AND RESURFACING LIMITS IN THE ALLEY FOR |
| | THE TRENCHING WORK. |
| | 23. SHOW PROPOSED DOORS ALONG THE BUILDING PERIMETER. |
| | 24. SHOW AND LABEL PROPOSED COLUMNS ALONG THE OUTSIDE |
| | OF THE BUILDING. |
| | 25. SHOW THE EXISTING CLEANOUT OUTSIDE THE SOUTHEAST |
| | PROPERTY CORNER UNLESS THE CLEANOUT AND LATERAL ARE |
| | BEING REMOVED. CALLOUT REMOVAL ON THE DEMOLITION PLAN. |
| | 26. HOW WILL RUNOFF FROM THE SIDEWALK BE COLLECTED |
| | BEFORE FLOWING INTO THE RIGHT OF WAY? |
| | 27. STRUCTURE CS-1 APPEARS TO ENCROACH INTO THE RIGHT |
| | OF WAY. |
| | 28. CONSIDER MOVING STRUCTURE S-2 OUT OF THE DRIVEWAY. |
| | DESIGN PAVERS TO HIDE THE MANHOLE COVERS LOCATED WITHIN |
| | THE SIDEWALK AREA. |
| | 29. NUMBER THE EXISTING DRAINAGE STRUCTURES, PREFERABLY |
| | WITH THE CITY???S GIS ASSET ID NUMBER. |
| | 30. WHAT PIPE CONNECTIONS ARE PROPOSED FOR THE EXISTING |
| | STORM MANHOLE EAST OF THE EXISTING POWER POLE ON DATURA |
| | STREET? |
| | 31. DRAINAGE PIPE WITHIN THE RIGHT OF WAY IS LIMITED TO |
| | RCP PIPE, 15??? IN DIAMETER OR LARGER. |
| | 32. JUSTIFY THE SIZE OF THE OUTFALL PIPE. |
| | 33. DRAW THE CS-1 CONTROL STRUCTURE DETAIL ON SHEET |
| | C-06 TO MATCH THE PLAN VIEW. DO NOT LABEL THE WEIR AS A |
| | BAFFLE ON THE DETAIL. |
| | 34. SIGNING AND STRIPING PLAN (SHEET C-08) |
| | A. PROVIDE STRIPING PLAN FOR MILL AND RESURFACE AREAS. |
| | B. CALLOUT EXISTING SIGNS TO REMAIN AND WHAT THE SIGNS |
| | ARE. |
| | C. LABEL ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. |
| | D. STRIPING MISSING FOR PULL OFF AREA ON QUADRILLE |
| | PLAZA DRIVE. |
| | E. CHEVRON STRIPING AT EACH END OF THE ON-STREET |
| | PARKING SPACES SHOULD ALL BE IN THE SAME DIRECTION |
| | (SOUTHWEST TO NORTHEAST). |
| | 35. LABEL THE EXFILTRATION WIDTH ON THE EXFILTRATION |
| | TRENCH DETAIL. |
| | |
| | COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | -ADD FIRE FLOW CALCULATIONS. |
| | -ADD PROFILES OF WATER SERVICES, SHOWING VERTICAL |
| | CLEARANCE. |
| | -LABEL ALL WATER AND SEWER UTILITIES WITH PIPE SIZE AND |
| | MATERIAL TYPE, |
| | -ADD ELEVATION INFO TO SEWER MANHOLES/CO???S. |
| | |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT (561) 494-1098 [email protected] |
| | |
| | |
