| Date |
Text |
| 2018-07-30 11:15:57 | SHEET C3.00 - |
| | 1) AT WESTERNMOST PB LAKES BLVD. DRIVEWAY, CONFIRM THAT |
| | FLARES ARE ADA COMPLIANT. |
| | 2) WHY IS THE WESTERNMOST PB LAKES BLVD. DRIVEWAY A |
| | RIGHT TURN ONLY? |
| | 3) ELIMINATE PARKING SPACE JUST WEST OF THE WESTERNMOST |
| | PB LAKES BLVD. DRIVEWAY. ADD LANDSCAPE ISLAND TO |
| | PROVIDE SAFE SIGHT DISTANCE. REDLINED PLANS ARE |
| | AVAILABLE FOR PICKUP. |
| | 4) CHANGE SIDEWALK WIDTHS TO 8 FT. (DOWNTOWN CODE |
| | REQUIREMENT). |
| | 5) REMOVE INBOUND ARROW AT EASTERNMOST PB LAKES BLVD. |
| | DRIVEWAY. |
| | 6) EXTEND LANDSCAPE ISLAND AT THE SW CORNER PB LAKES |
| | BLVD. AND OLIVE AVE. REDLINED PLANS ARE AVAILABLE FOR |
| | PICKUP. |
| | 7) REBUILD CURB AT SW CORNER OF PB LAKES BLVD. AND |
| | OLIVE AVE. FOR BIKE LANE CONTINUITY. |
| | 8) HOW WILL BIKES BE DETECTED AT THE SIGNAL AT PB LAKES |
| | BLVD. AND OLIVE AVE.? WILL LOOPS NEED TO BE |
| | DISCONNECTED? |
| | 9) PLEASE PROVIDE SEPARATE SIGNING & MARKING PLANS. |
| | 10) PROVIDE AERIAL PHOTO THAT INCLUDES AREA EAST OF |
| | OLIVE AVE. |
| | 11) ADD CROSSHATCHING ALONG PB LAKES BLVD. PARKING TO |
| | ACCOMMODATE DOOR ZONE BUFFER. REDLINED PLANS ARE |
| | AVAILABLE FOR PICKUP. |
| | 12) ADD BIKE LANE SIGNING AND MARKING. |
| | 13) RESURFACE WHERE PAVEMENT MARKINGS ARE BEING |
| | REMOVED. SHOW LIMITS OF MILLING & RESURFACING. |
| | 14) AT EASTERNMOST DRIVEWAY ON PB LAKES BLVD., TIGHTEN |
| | EASTERN RADIUS TO DISCOURAGE RIGHT TURN EGRESS. |
| | REDLINED PLANS ARE AVAILABLE FOR PICKUP. |
| | 15) REMOVE ARROWS FROM ALLEY ON SOUTH SIDE OF PROJECT. |
| | ALLEY IS BI-DIRECTIONAL. |
| | |
| | PLEASE RESPOND TO ALL COMMENTS IN WRITING. |
| | |
| | COMMENTS PER ERIK FERGUSON |
| | CITY TRANSPORTATION ENGINEER |
| | ENGINEERING SERVICES |
| | 561-494-0192 |
| 2018-07-30 10:08:00 | COVER SHEET- CITY OF WPB CONTACT NAME FOR LAURA LE, PE |
| | NEEDS CORRECTION. |
| | COVER SHEET - PROVIDE ADDRESS FOR THE BUILDING. |
| | SHEET C0.02 SURVEY DATA NOTE: NEEDS TO CALL OUT CITY |
| | VERTICAL DATUM IS NGVD 29. PROVIDE CONVERSION EQUATION. |
| | SHEET C0.02 AS-BUILT NOTES NEED TO REQUEST PDF AND CAD |
| | FILES FROM SURVEYOR. |
| | SHEET C1.00 EROSION CONTROL NOTES NEED TO DIRECT THE |
| | CONTRACTOR TO PERFORM INSPECTION AFTER RAIN EVENTS AND |
| | INTERVAL INSPECTIONS PER NPDES, EVERY 7 DAYS. KEEPING A |
| | LOG ON-SITE. |
| | SHEET C1.00 SITE SLOPES NORTH AND EAST. PROVIDE SHORING |
| | OR DOUBLE SILT FENCE ON POLLUTION PREVENTION PLAN ALONG |
| | NORTH SIDE AND EAST SIDE OF PROPERTY. OR ALTERNATE BMP |
| | OPTIONS CAN BE SUBSTITUTED. |
| | NOTE 19 OF CALLS OUT DEWATERING ACTIVITIES. PROVIDE |
| | DEWATERING SEQUENCE OR REMOVE THE NOTES. |
| | SHEET C2.00 MILL AND RESURFACE DOES NOT CALL THICKNESS |
| | OF ASPHALT. FOR ALLEYWAYS MILLING AND RESURFACING 1" IS |
| | THE MINIMUM STANDARD THE CITY ACCEPTS. |
| | SHEET C2.00 DRIVEWAY APRON EXITING TO NORTH OLIVE FROM |
| | ALLEYWAY NEEDS TO HAVE DETECTABLE WARNING SURFACE ON |
| | BOTH SIDES FOR PEDESTRIAN CROSSING. PAVERS ALSO NEED TO |
| | BE RESET. |
| | SHEET C2.00 CALL OUT MAINTENANCE AGREEMENT FOR THE N. |
| | OLIVE ROW AND PALM BEACH LAKES BOULEVARD. THIS INCLUDES |
| | IRRIGATION, AND ANY ELEMENTS IN THE ROW RELATED TO THE |
| | BUILDING. |
| | SHEET C2.00 PROVIDE A STRUCTURE AT THE END OF THE |
| | PROPOSED CAP OF THE DRAINAGE FOR THE BURGER KING FOR |
| | ACCESS AND MAINTENANCE OF THEIR SYSTEM. NOTE THAT IF |
| | THE LINE IS AN EXFILTRATION THAT CONTRACTOR SHALL |
| | NOTIFY THE EOR TO EVALUATE AND PROVIDE ADDITIONAL |
| | EXFILTRATION NEEDED TO THAT SITE. |
| | SHEET C2.00 DEMOLITION NOTE 19 CALLS OUT PALM BEACH |
| | COUNTY INSTEAD OF THE CITY. IT SHOULD ALSO MAKE THE |
| | DISTINCTION THAT ANY DRAINAGE MODIFICATION ON PALM |
| | BEACH LAKES SHALL BE COORDINATED WITH PALM BEACH COUNTY |
| | ROADWAYS' APPROVAL AND INSPECTION, LIKE THE STORM WATER |
| | TIE-IN AT THE NE CORNER OF THE SITE. |
| | PROVIDE PALM BEACH COUNTY TRAFFIC APPROVAL FOR |
| | RECONFIGURATION OF PALM BEACH LAKES BLVD. |
| | SHEET C4.00 CALL OUT ROOF DRAINS. RAIN LEADERS TIED TO |
| | DRAINAGE SHALL BE SHOWN. |
| | SHEET C4.00 GRADE CHANGE ABUTTING THE ALLEYWAY WILL |
| | REQUIRE TRENCH DRAINS TO RETAIN WATER ON-SITE. |
| | SPECIALLY AT DRIVEWAY EXCITING TO ALLEY AND SANITATION |
| | AREA. |
| | SHEET C4.00 SANITATION AREA WILL REQUIRE NOTATION: IT |
| | WILL BE THE OWNERS RESPONSIBILITY TO ROLL OUT DUMPSTER |
| | FOR CITY PICKUP. A DIFFERENCE IN FLOOR ELEVATION SHOWS |
| | A 6" DROP. IT'S QUESTIONABLE HOW IT WILL BE ROLLED OUT. |
| | SHEET C4.00 IDENTIFY AREA ADJACENT TO PALM BEACH LAKES |
| | JUST WEST OF PEDESTRIAN ACCESS TO PARKING GARAGE. |
| | SHEET C4.00 SHOW GRADE ELEVATIONS AROUND METER AND |
| | BACKFLOWS AREA. AREA MUST BE STABILIZED AND FLAT FOR |
| | THE PLACEMENT OF THESE APPARATUSES. |
| | SHEET C4.00 PROVIDE 6" CURBING BEHIND DRIVEWAY RAMPS TO |
| | ALLOW BETTER CONTAINMENT AT STEEP SLOPES. |
| | SHEET C4.00 PROVIDE MORE INFORMATION ON STORMWATER |
| | STRUCTURE WHERE YOU WILL TIE ON PALM BEACH LAKES. TYPE |
| | OF STRUCTURE, SIZE, DIAMETER... |
| | SHEET C4.00 DRAINAGE PIPE CONNECTION OUT TO PALM BEACH |
| | LAKES DOES NOT CALL OUT MATERIAL OF PIPE. IN THE CITY |
| | ANY PIPES CONNECTIONS OUT IN THE ROW SHALL BE OF |
| | REINFORCED CONCRETE PIPE (RCP) |
| | PROVIDE INFORMATION IF THERE IS WATER AVAILABLE TO |
| | SITE? FOR CONSTRUCTION? IF NO WATER PRESENT, INSTRUCT |
| | CONTRACTOR IN A NOTE TO OBTAIN A CONSTRUCTION METER AT |
| | HIS EXPENSE FROM CITY OF WPB PUBLIC UTILITIES |
| | DEPARTMENT. |
| | SHEET C5.00 USE SPELL CHECK ("ALLEY"). |
| | SHEET C5.00 PROVIDE 10 FT. MIN. HORIZONTAL DIMENSION |
| | BETWEEN SEWER MAIN IN ALLEY AND PROPOSED FIRE LINE. |
| | SHEET C5.00 PROVIDE WATER AND SEWER DEMANDS PER FAC |
| | RULE 64E |
| | SHEET C5.00 PROVIDE WATER AND SEWER VERTICAL |
| | SEPARATION. (SANITARY LATERAL AND PRIVATE FIRELINE.) |
| | SHEET C5.00 VERIFY SEWER LATERAL SLOPE OF 1.0% MIN |
| | SLOPE. |
| | SHEET C5.00 EXISTING SEWER IS CALLED OUT AS RCP |
| | MATERIAL THROUGH THE PLAN. TYPICALLY THE MATERIAL |
| | THROUGHOUT THE CITY THAT WAS USED FOR SANITARY PIPES IS |
| | VCP (CLAY PIPE). VERIFY WITH AS-BUILDS CONTACTING THE |
| | CITY'S CAD GROUP FORMAL AS-BUILT REQUEST. CONTRACTOR TO |
| | VIDEO EXISTING MAIN SANITARY LINE BEFORE AND AFTER |
| | TIE-IN. PLEASE MAKE NOTATION ON THE PLANS FOR THE |
| | CONTRACTOR TO FOLLOW. |
| | SHEET C5.00 WILL TRANSFORMER / PAD WILL BE OWNED AND |
| | MAINTAINED BY FPL OR PRIVATE. IF IT IS A PRIVATE |
| | ELEMENT THEN PLACEMENT OF SUCH ELEMENT SHALL BE OUTSIDE |
| | OF EASEMENT. |
| | SHEET C5.00 CALL OUT 4 IN. DIAMETER PIPE AND MATERIAL |
| | COMING INTO THE SITE. CALL OUT NOTE TO BE RESTRAINT |
| | BACK TO MAIN AS PER CITY OF WPB PIPE RESTRAINT |
| | STANDARDS. PROVIDE AN ENLARGED VIEW OF THE METER AREA |
| | SHOWING DOMESTIC AND IRRIGATION METERS. CALLING OUT 3 |
| | IN. POTABLE WATER SERVICE CONFUSES. |
| | SHEET C5.00 CONFIRM (1) 2 IN. DOMESTIC WATER METER (1) |
| | 1 1/2 IN. IRRIGATION AND (1) 8 IN. DIAMETER PRIVATE |
| | FIRELINE. NOT A 3 IN. DOMESTIC WATER METER... |
| | SHEET C5.00 SHOWS A "SUMP PUMP". EXPLAIN WHERE WILL |
| | THIS TIE INTO. NOTE: IT CANNOT BE TIED TO STORM WATER. |
| | SHEET C5.00 DETECTABLE WARNINGS SHALL BE INSTALLED AT |
| | ALLEYWAY PEDESTRIAN EXIT AND AT DRIVEWAY FROM ALLEY |
| | UNTO N. OLIVE. |
| | SHEET C5.00 VERIFY ADA COMPLIANT WIDTH / PATH ALONG |
| | PALM BEACH LAKES BETWEEN EXISTING POLES. |
| | SHEET C5.00 UTILITY NOTE #7 WATERMAIN CLASS 350 PIPE IS |
| | CALLED OUT, CITY WILL ACCEPT CLASS 52 DUCTILE IRON PIPE |
| | IN THE ROW UP TO THE DCDA. |
| | SHEET C5.00 CALL OUR EXISTING WATERMAINS SIZE AND |
| | MATERIALS ON PALM BEACH LAKES. TYPICALLY EXISTING |
| | WATERMAIN ARE COMPOSED OF CAS CAST IRON PIPES. |
| | SHEET C5.00 CALL OUT CLEARANCE BETWEEN GAS MAIN AND |
| | FIRELINE AND SANITARY SEWER LATERAL ON N. OLIVE |
| | RIGHT-OF-WAY. |
| | SHEET L1.00 EXPLAIN HOW WILL FG TREES PLANTED ALONG |
| | PALM BEACH LAKES WILL NOT INTERFERE WITH EXISTING STORM |
| | WATER PIPES BELOW. ROOT BARRIER? STRUCTURAL SOIL? PALM |
| | BEACH COUNTY ROADWAY APPROVED? |
| | SHEET L1.00 SHOW A CATCH BASIN IN THE PLACE WHERE A |
| | ELEVATED MANHOLE IS SHOWN ON SHEET C4.00 |
| | |
| | PLEASE RESPOND TO ALL COMMENTS IN WRITING. THANK YOU! |
| | |
| | COMMENTS PER MANNY GONZALEZ |
| | SENIOR ENGINEERING PROJECT COORDINATOR |
| | PUBLIC WORKS DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS |
| | /FORMS,-PERMITS-APPLICATIONS |
| | |
| | |
| | |
| | |
| |
Print |
