| Date |
Text |
| 2015-07-09 08:59:30 | EXFILTRATION TRENCH - CALCULATIONS USE DIFFERENT WIDTH |
| | AND WEIR HEIGHT THAN SHOWN ON PLANS. REQUESTED ENGINEER |
| | TO SUBMIT UPDATED CALCULATIONS. |
| | |
| | KELLY |
| 2015-06-08 16:05:15 | #1 PLEASE NOTE ON EACH SHEET PLANE OF REFERENCE (DATUM) |
| | FOR ELEVATIONS SEC. 78-9. - CITY DATUM OR PLANE OF |
| | REFERENCE. |
| | |
| | #2 FERN STREET SHALL BE RESTORED (MILL AND RESURFACE 2- |
| | 1 INCH LIFTS) THE FULL WEST BOUND TRAVEL LANE (FROM |
| | CENTERLINE OF ROAD) TO ACHIEVE ELEVATION AND CONSISTENT |
| | PAVEMENT PATTERN. SHOW EXTENTS OF THESE LIMITS WITH A |
| | SHADE PATTERN. REF.: CITY OF WPB STANDARD TRENCH |
| | RESTORATION DETAIL. ADDITIONAL SPOT ELEVATIONS WILL BE |
| | REQUIRED ALONG FERN TO DETECT PROPER SLOPE. |
| | |
| | #3 OVERHEAD CABLES FOR STREET LIGHTS ARE TO BE PLACED |
| | UNDERGROUND IN CONDUITS. 3 PROPOSED LIGHT LOCATIONS |
| | ALONG YOUR FRONTAGE WILL BE REQUIRED. FEED TO LIGHTS |
| | MUST ALSO BE COORDINATED BY CONTRACTOR/DEVELOPER TO |
| | PROVIDE ELECTRIC FEED. A SEPARATE PLAN SHOWING THE |
| | CONFIGURATION AND LIGHT POLE SPECS WILL BE REQUIRED TO |
| | PERMIT THRU CONSTRUCTION SERVICES DEPARTMENT. CITY'S |
| | "ACORN" DESIGN MUST SUBMITTED. CONTACT PLANNING AND |
| | ZONING FOR TYPE. |
| | |
| | #4 SHEET C-05 - NOTE "SAW-CUT" WHERE PROPOSED DRIVEWAY |
| | APRON CONNECTS TO SOUTH DIXIE HIGHWAY. EXISTING SPOT |
| | ELEVATIONS WILL BE REQUIRED WHERE DRIVEWAY APRON MEETS |
| | PAVEMENT. |
| | |
| | #5 SHEET C-05 - NOTE INSTALLATION OF BLUE RPM WHERE |
| | HYDRANT IS LOCATED. |
| | |
| | #6 SHEET C-05 - PRIOR TO ANY CONSTRUCTION IN THE PUBLIC |
| | RIGHT-OF-WAY, THE CONTRACTOR/DEVELOPER SHALL NOTIFY AND |
| | MEET WITH THE CITY'S LANDSCAPE PLANNER AND PROJECT |
| | MANAGER FOR FERN STREET IMPROVEMENTS TO COORDINATE |
| | SIDEWALK PLANTERS AND ROADWAY STANDARDS. THIS IS ALSO |
| | APPLICABLE FOR THE ALLEY WAY RESTORATION WHICH WILL |
| | REQUIRE MILLING AND RESURFACE WITH A MINIMUM OF SN# |
| | 3.06 .NOTE ON PLANS THAT MINIMUM 3 CORE SAMPLES MUST BE |
| | OBTAINED ALONG THE CENTER OF THE ALLEY. |
| | |
| | #7 SHEET C-5 MUST REFLECT PROPOSED ROW PLANTER |
| | CONFIGURATION ALONG FERN ST. |
| | |
| | #8 SHEET C-05 NOTE STORM STRUCTURE SIZE AND TYPE ON |
| | SOUTH DIXIE WHERE OUTFALL IS PROPOSED . EXISTING |
| | STRUCTURE MAY NOT BE SUITABLE TO HANDLE THE PROPOSED |
| | PIPE TO BE CONNECTED AT SUCH ANGLE. |
| | |
| | #9 METER AREA MUST IDENTIFY AS A UTILITY EASEMENT. |
| | EASEMENT MUST INCLUDE DOMESTIC METER BOX AND FIRELINE |
| | CONTROL GATE VALVE. |
| | |
| | #10 NOTE ON SHEET C-05 THE TYPE "F" CURB TO BE |
| | INSTALLED AND VALLEY CURB AT APRONS. |
| | |
| | #11 NOTE ON SHEET C-12 PROVIDE PARKING SPACING |
| | DIMENSIONS TO THE PARALLEL PARKING ALONG FERN ST. |
| | |
| | #12 METER AREA APPEARS TO BE TOO SMALL FOR A 4'X6' |
| | VAULT, METER CAN BE PLACED ABOVE GROUND. PROVIDE AN |
| | ENLARGED VIEW OF THIS AREA, IT IS IMPORTANT TO SHOW AND |
| | CALL OUT ALL VALVES. |
| | |
| | #13 NOTE ON SHEET C-9 WATERMAIN PORTION SERVING YOUR |
| | PROPERTY FOR FIRE SERVICE SHALL BE NOTED AS (PRIVATE). |
| | IT SHOULD BE DOUBLE VALVED FOR PRESSURE TESTING AND |
| | SAMPLING. |
| | |
| | #14 SHEET C-9 CALL OUT WATERMAIN OUT ON FERN, THE NOTE |
| | CALLS OUT "CAS". EX 12" CAST WM. TAPPING AREA SHALL |
| | SHOW 50' MILL AND RESURFACE 50' IN EITHER DIRECTION. |
| | SHOW AREA SHADED. |
| | |
| | #15 SHEET C-9 CALL OUT FOOTAGE OF PIPE TO BE RESTRAINT |
| | FOR EACH PIPE CONNECTION. THIS WILL ASSIST SURVEYOR TO |
| | DISPLAY THIS INFORMATION ON THE AS-BUILT PLAN. |
| | |
| | #16 OTHER COMMENTS MAY BE COMING AS TO DRAINAGE AND |
| | DRAINAGE CALCULATIONS BY KELLY CRANFORD, P,E, |
| | |
| | #17 PROVIDE BASIC LAYOUT OF THE METER AREA, RPZ AND |
| | DCDA LOCATION. THE MINIMUM AREA APPEARS TO BE 10'X14', |
| | THE AREA YOUR PLAN SHOWS IS 10'X10'. |
| | |
| | MANUEL JULIAN GONZALEZ |
| | 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] |
| | WWW.WPB.ORG/ENGINEERING |
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