| Date |
Text |
| 2022-03-24 07:03:49 | NO COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1098 |
| | [email protected]. |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | |
| | -HISTORIC PICTURES SEEM TO SHOW DOOR ON NORTH SIDE OF |
| | BUILDING OPENING INSIDE RATHER THAN INTO THE RIGHT OF |
| | WAY AND SIDEWALK. PLEASE VERIFY WHICH WAY IT CURRENTLY |
| | OPENS AND ADVISE IF CHANGE IS PROPOSED. UPDATE PLANS IF |
| | NOT ACCURATE. |
| | -PROPOSED STOP SIGN LOOKS LIKE IT MAY BE IN SAME |
| | LOCATION AS WATER SERVICE LINE. PLEASE PROVIDE MORE |
| | CLEARANCE, ADJUST SERVICE AND ROTATE BOX, OR RESOLVE |
| | THE CONFLICT SOME OTHER WAY. BE SURE TO MAINTAIN AT |
| | LEAST 3 FEET CLEARANCE DISTANCE BETWEEN METER BOX AND |
| | POLE |
| | -FIRELINE IS AMBIGUOUS AND INCONSISTENT. UPDATE |
| | FIRELINE SO THAT IT REDUCES TO 4 INCH IMMEDIATELY AFTER |
| | 6 INCH 90 BEND AT STREET. ALSO MAKE GV NUMBER FOUR 4 |
| | INCH INSTEAD OF 6 INCH AND LABEL IT AS POINT OF |
| | SERVICE. REST OF DOWNSTREAM PIPING AND FITTINGS TO DCDA |
| | CAN BE 4 INCH. |
| | -IF FIRELINE IS UPDATED AS SUGGESTED, UTILITY EASEMENT |
| | SHOULD BE ADJUSTED TO ONLY CONTAIN AREA AROUND DOMESTIC |
| | METERED WATER SERVICE. IN ANY CASE, FIRELINE BACKFLOW |
| | ASSEMBLY SHOULD NOT BE IN UTILITY EASEMENT. |
| | -SHEET C4.2 HAS P-11 DETAIL DUPLICATED. |
| | -THE EXISTING METER IN NORTH SIDEWALK IS FOR 453 |
| | CLAREMORE. FOR THE NEW WATER SERVICE PORTION ADD PIPE |
| | SIZE AND MATERIAL GUIDANCE TO THE CALLOUT. MAKE CLEARER |
| | WHERE THE WATER SERVICE IS BEING CUT AND CAPPED (LOOKS |
| | LIKE IT WOULD BE NEAR THE ALLEY INTERSECTION). |
| | -SINCE 453 CLAREMORE ALREADY HAS A METERED WATER |
| | SERVICE, THERE IS NO NEED FOR AN ADDITIONAL ONE. PLEASE |
| | ELIMINATE PROPOSED 2 INCH WATER SERVICE APPROXIMATELY |
| | 10 FEET EAST OF PROPOSED FIRE HYDRANT. |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. SHEET C2.1 |
| | A. 8? PERFORATED HDPE RAINWATER PIPE AT REAR OF |
| | PERVIOUS PAVER AREA WILL HAVE LESS THAN 12 INCHES OF |
| | COVER. |
| | B. HOW WITH THE END OF THE PERFORATED PIPE BE PROTECTED |
| | ? CAPPED, WRAPPED WITH FILTER CLOTH, ETC.? |
| | C. WHEN WILL THE LEASE PARCEL TERM EXPIRE? WHAT WILL |
| | BECOME OF THE ROOF DRAINAGE PIPE IF THE LEASE IS NOT |
| | RENEWED? |
| | D. REVIEW THE SIDEWALK AND EDGE OF PAVEMENT GRADES. THE |
| | SIDEWALK MAY BE LOWER THAN THE TOP OF CURB. |
| | E. CHECK GRADES ALONG THE EAST SIDE OF THE DRIVEWAY |
| | ENTRANCE. IF THIS AREA IS TO SERVE AS HANDICAP ACCESS |
| | PATH TO THE BUILDING, THE LONGITUDINAL SLOPE APPEARS TO |
| | EXCEED 5% |
| | F. IS ?F? CURB AND GUTTER NEEDED BETWEEN THE DRIVEWAY |
| | AND HANDICAP PARKING? |
| | G. WHAT TYPE OF VEHICLE IS SHOWN IN THE PERVIOUS PAVER |
| | AREA? IT MEASURES 5 FT X 12 FT. |
| | H. IF ROLL UP DOORS TO REMAIN OPERATIONAL FOR VEHICLE |
| | ACCESS, THE SIDEWALK IN FRONT OF THE DOORS SHOULD BE 6? |
| | THICK. |
| | I. CREATE A SLIGHT ELEVATED BERM AT THE BACK OF |
| | SIDEWALK IN THE PERVIOUS PAVER AREA TO STOP WATER FROM |
| | FLOWING OVER THE SIDEWALK. |
| | J. PROVIDE EVIDENCE OF LONG TERM MAINTENANCE OF THE |
| | PERVIOUS PAVERS. |
| | |
| | 2. SHEET C2.2 |
| | A. INCREASE PARKING SPACE WIDTH TO 8.5 FEET FROM BACK |
| | OF VALLEY GUTTER (6.5 FEET FROM EDGE OF PAVEMENT) AND |
| | REDUCE EB TRAVEL LANE FROM 11.5 FEET TO 11 FEET. |
| | |
| | 3. SHEET C3.1 |
| | A. PERVIOUS PAVER SECTION DETAIL CALLS OUT CONCRETE |
| | HEADER CURB WITH 2 #4 REBARS. THE 8? FLUSH HEADER CURB |
| | DETAIL DOES NOT SHOW REBAR. |
| | |
| | |
| | NO COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047. |
| | |
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