| 2014-02-12 08:10:33 | DRAINAGE COMMENTS: |
| | |
| | CONVENTION CENTER HILTON HOTEL CIVIL ENGINEERING PLANS: |
| | SHEET C2.00 |
| | 1. LOCATION OF CONSTRUCTION ENTRANCE NOT SHOWN. |
| | |
| | SHEET C3.02 |
| | 2. NOTE SHOULD BE ADDED TO INDICATE CONTRACTOR TO |
| | VERIFY EXISTING WATER MAIN IS PROPERLY RESTRAINED |
| | BEFORE CUTTING AND CAPPING WATER MAIN AT SOUTHEAST |
| | CORNER OF PARKING GARAGE. |
| | |
| | SHEET C4.01 |
| | 3. ROOF DRAIN PIPING COMING OUT THE FRONT OF THE HOTEL |
| | ENTRANCE CHANGES FROM 12" HDPE TO 10" HDPE BACK TO 12" |
| | HDPE. |
| | 4. ROOF DRAIN PIPING ALONG SOUTH SIDE OF BUILDING |
| | CHANGES FROM 10" TO 12". ARE THERE ROOF DRAIN |
| | CONNECTIONS AFTER THE CHANGE IN PIPE SIZE? |
| | 5. MAINTENANCE OF ALL ROOF DRAINAGE PIPING IN THE |
| | RIGHT-OF-WAY SHOULD BE THE RESPONSIBILITY OF OTHERS AND |
| | NOT THE CITY. |
| | 6. SUGGEST POOL DECK DRAINAGE BE ROUTED TO EXFILTRATION |
| | TRENCH TO BE CONSTRUCTED ON WEST SIDE OF BUILDING. |
| | |
| | SHEET C4.02 |
| | 7. 3' WIDE SIDEWALK PROPOSED ON NORTH AND EAST SIDES OF |
| | PARKING GARAGE. EAST SIDEWALK IS IN THE ALABAMA AVE. |
| | RIGHT-OF-WAY. DOES THIS WIDTH MEET CITY CODE? |
| | 8. NORTH DRIVEWAY APPEARS TO SLOPE INTO THE GARAGE. |
| | PROPOSED GRADES AT SOUTH END OF THIS DRIVEWAY ARE |
| | 23.50. EXISTING PAVEMENT GRADE NEAR MIDDLE OF DRIVEWAY |
| | IS 23.58. |
| | |
| | SHEET C5.01 |
| | 9. CONSULTANT TO VERIFY UTILITY CROSSING "O". |
| | ELEVATIONS INDICATE FIRE MAIN CROSSES UNDER STORM. |
| | |
| | UTILITIES / ROW COMMENTS: |
| | |
| | #1 A DETECTOR CHECK ASSEMBLY (DCDA) WILL BE REQUIRED |
| | JUST INSIDE THE |
| | PROPERTY LINE. LOCATION TIE-IN AT OKEECHOBEE BLVD. |
| | |
| | |
| | #2 THE PROPOSED METER ASSEMBLY OFF OKEECHOBEE BLVD CAN |
| | COME OFF THE |
| | FIRELINE BEFORE ?THE CITY'S RWGV?. |
| | |
| | |
| | #3 POOL BACKWASH EQUIPMENT MUST DRAIN INTO THE SEWER. |
| | AIR GAP IS REQUIRED |
| | IN A MANNER TO PREVENT CROSSCONNECTION. |
| | |
| | |
| | #4 SHOW FDC LOCATION(S) |
| | |
| | |
| | #5 FLORIDA AVENUE CONSTRUCTION ? CITY WILL REQUIRE A |
| | SEPARATE PLAN OR MORE |
| | DETAIL ON CURENT PLANS ADDRESSING RE-STRIPING, |
| | IRRIGATION, AND LIGHTING. |
| | PLAN SHOULD ALSO DEPICT AREAS OF PAVEMENT REPLACEMENT. |
| | THERMOPLASTIC MUST |
| | BE SPECIFIED WHERE STRIPING OR TRAFFIC DEVICES ARE USED |
| | OR INTERACT |
| | DIRECTLY WITH THE R.O.W. |
| | |
| | |
| | #6 ADA RAMPS AND CROSSWALKS ARE REQUIRED TO CROSS |
| | PATRONS FROM PARKING TO |
| | THE CONVENTION CENTER. THIS MAY INCLUDE RAMPS AND CROSS |
| | WALK THRU HOTEL |
| | SERVICE ENTRANCE APRON. |
| | |
| | |
| | #7 DEPRESSED CURB ON SOUTH ENTRANCE MUST MEET ADA |
| | SLOPES. |
| | |
| | |
| | #8 FIRELINE COMING FROM OKEECHOBEE MUST BE LAYED ON |
| | YOUR SITE. PLEASE NOTE |
| | A SMALL PORTION COMES OUT INTO R.O.W., PLEASE CORRECT |
| | ALIGNMENT. |
| | |
| | |
| | #9 VERIFY SIDEWALK WIDTHS ON ALABAMA AVE AND ALONG |
| | ONE-WAY DRIVE. ADAAG |
| | REQUIRES A MINIMUM OF 36? WIDTH WITH 60? AREAS WHERE |
| | MANUVERABILITY IS |
| | REQUIRED. |
| | |
| | |
| | #10 ENTRY AND EXIT DRIVEWAY APRONS ON PARKING GARAGE |
| | MUST MEET CITY OF WPB |
| | STANDARD, CONCRETE APRON. CONCRETE INSTEAD OF ASPHALT |
| | WILL BE REQUIRED AT |
| | HOTEL ENTRANCE APROACH. |
| | |
| | |
| | #11 WILL THERE BE ANY SIDEWALK EASEMENTS? FOR WALKING |
| | PATRONS FROM |
| | OKEECHOBEE BLVD ALONG THE FRONT OF THE HOTEL TO REACH |
| | THE CONVENTION |
| | CENTER. |
| | |
| | |
| | #12 EXIST FIRE HYDRANT LOCATED NEAR SOUTH EAST CORNER |
| | OF HOTEL SITE IS NOT |
| | SHOWN. WM FEEDING THE HYDRANT MAY BE IN CONFLICT WITH |
| | PROPOSED SANITARY |
| | SEWER. |
| | |
| | |
| | #13 LIGHT POLES ALONG THE SOUTH SIDE OF THE HOTEL |
| | PROPERTY ARE NOT SHOWN IN |
| | THE NEW SIDEWALK SCHEME. COULD YOU SHOW OR CALL OUT. |
| | |
| | |
| | #14 IRRIGATION ALONG THE FRONTAGE OF THE HOTEL SITE IS |
| | NOT SHOWN. ALONG |
| | ROW OF OKEECHOBEE, FLORIDA. DEVELOPER WILL BE |
| | RESPONSIBLE TO IRRIGATE NEW |
| | LANDSCAPE. |
| | |
| | |
| | #15 PROPOSED SEWER LATERAL INTO ANY EXISTING MANHOLE |
| | WILL REQUIRE THE |
| | EXISTING MANHOLE TO BE REHABILITATED. PLEASE NOTE OR |
| | CHANGE TIE-IN LOCATION |
| | UNTO SEWER MAIN. |
| | |
| | |
| | #16 CALL OUT DOMESTIC WATER METER VAULT AS ?CONCRETE? |
| | WITH ?H-20 ALUMINUM |
| | SPRING LOADED HINGES?. |
| | |
| | |
| | #17 PLEASE INSTALL A DCDA JUST PASSED 12?X8? AND GATE |
| | VALVE. |
| | |
| | |
| | #18 REWORK THE OUTLINE AROUND METER AREA(S) ?UTILITY |
| | EASEMENT? TO INCLUDE |
| | FIRELINE CONTROL VALVE BUT EXCLUDING THE BACKFLOWS AS |
| | THEY ARE CONSIDERED |
| | PRIVATE. |
| | |
| | |
| | #19 SIGNAGE PLAN MUST INCLUDE DO NOT ENTER SIGNS UNTO |
| | ONE-WAY DRIVE. |
| | SIGNAGE AT ISLANDS TO GUIDE TRAFFIC IN AND OUT OF HOTEL |
| | ENTRANCES. |
| | |
| | |
| | #20 STREET LIGHT RELOCATIONS WILL BE PERFORMED BY |
| | DEVELOPER. |
| | |
| | |
| | #21 SANITARY SERVICES ALONG FLORIDA AVE NOT USED MUST |
| | BE CUT AND CAPPED AT |
| | MAIN. THERE ARE 5. |
| | |
| | |
| | #22 CITY STADARD SANITARY SEWER SERVICE AND CLEAN-OUT |
| | DETAILS ARE NOT ON |
| | PLAN. |
| | |
| | |
| | #23 FOR IRRIGATION REMOVE DETAIL WS-10 (CITY REQUIRES |
| | RPPA DEVICE ON ALL |
| | PROPOSED IRRIGATION. |
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