USD 383 H.S. West Campus Pedestrian Improvemen SW1702

Transcription

1 HS West Campus Pedestrian Improvemen PLOTTED : KEN HAYS PLOT 9/11/2017 3:20 PM X:\PUBLICWORKS\PROJECTS\2017\~ HS PED IMPROVEMENTS\03-PLANS\03-DWG-SHEETS\1110 TITTLE SHEETDWG PUBLIC WORKS Manhattan High School Sunset Ave Poyntz Ave PROJECT LOCATION N SCALE: 1" = 500' ENGINEERING BRIAN JOHNSON, PE CITY ENGINEER CITY OF MANHATTAN 1101 POYNTZ AVE, (785) West Campus Pedestrian Improvements CITY ENGINEER: BRIAN D JOHNSON, PE DESIGN : Mark Lee, PE 00/00/0000 DRAWN : KPH PAGE 1 OF 7

2 GENERAL NOTES 1 TREES AND SHRUBS IN PUBLIC RIGHT-OF-WAY WHICH ARE IN DIRECT CONFLICT WITH PROPOSED NEW CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL TREES AND SHRUBS WHICH ARE NOT IN CONFLICT WITH PROPOSED NEW CONSTRUCTION AND NOT SHOWN TO BE REMOVED SHALL BE SAVED AND PROTECTED FROM DAMAGE PLOTTED : KEN HAYS PLOT 11/2/2017 4:46 PM X:\PUBLICWORKS\PROJECTS\2017\~ HS PED IMPROVEMENTS\03-PLANS\03-DWG-SHEETS\ GENERAL NOTESDWG 2 UTILITY SERVICE LINES, POLES, VALVE BOXES, METERS, ET CETERA ARE TO BE ADJUSTED AS NECESSARY OTHERS PRIOR TO CONSTRUCTION UNLESS THE PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT THE CONTRACTOR EXISTING UTILITIES AND THEIR LOCATION, AS SHOWN ON THE PLANS, REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN LOCATION INFORMATION HAS BEEN OBTAINED FROM THE VARIOUS UTILITY COMPANIES AND IS EITHER FROM COMPANY RECORD DRAWINGS OR COMPANY PROVIDED FIELD LOCATIONS THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED ADDITIONAL EXISTING UTILITIES MAY ALSO BE ENCOUNTERED THE CONTRACTOR WILL BE REQUIRED TO WORK AROUND EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY WHICH DO NOT CONFLICT WITH PROPOSED CONSTRUCTION THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION OF EACH PHASE OF THE PROJECT, THE CONTRACTOR WILL BE REQUIRED TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 3 A FULL DEPTH SAW CUT OF THE EXISTING TOTAL PAVEMENT THICKNESS SHALL BE PROVIDED AT LOCATIONS WHERE PROPOSED CONSTRUCTION ABUTS AN EXISTING SURFACE COURSE OR PAVEMENT FOR WHICH PARTIAL REMOVAL OF THAT SURFACE OR PAVEMENT IS REQUIRED REMOVAL LIMITS SHOWN WITHIN (3) FEET OF EXISTING JOINTS SHALL EXTEND TO THE EXISTING JOINT SUCH SAW CUTS WILL NOT BE PAID FOR DIRECTLY AND THIS COST SHALL BE CONSIDERED AS SUBSIDIARY TO THE REMOVAL OF THE SURFACE OR PAVEMENT 4 RUBBLE FROM THE REMOVAL OF MISCELLANEOUS STRUCTURES AND EXCESS EXCAVATION AND PAVEMENT REMOVAL, WHICH IS TO BE WASTED, AND EXCAVATION SHOWN TO BE WASTED SHALL BE DISPOSED OF ON SITES TO BE PROVIDED THE CONTRACTOR THESE SITES SHALL BE APPROVED THE ENGINEER AS TO SUITABILITY, APPEARANCE, AND SITE LOCATION LOCATIONS THAT, IN THE OPINION OF THE ENGINEER, WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED 5 ALL DISPOSAL SITES MUST BE APPROVED THE KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT MATERIAL EITHER STOCKPILED OR DISPOSED OF IN A FLOOD PLAIN WOULD REQUIRE A KANSAS STATE BOARD OF AGRICULTURE PERMIT ANY MATERIAL DUMPED IN WATERS OF THE UNITED STATES OR WETLANDS IS SUBJECT TO US CORPS OF ENGINEERS PERMITTING REGULATIONS 6 UNLESS NOTED OTHERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING UTILITY POLES,TREES, AND SIGNAGE LOCATED ALONG BACK OF CURBS 7 CONTRACTOR SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING PERMANENT VEGETATION FOR ALL AREAS DISTURBED DURING COMPLETION OF THE WORK CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORATION OF ANY SIDEWALK OR PAVING DAMAGED DURING COMPLETION OF THE WORK 8 ANY MATERIAL BURIED OR STOCKPILED BEYOND APPROVED CONSTRUCTION LIMITS WOULD REQUIRE ADDITIONAL ARCHAEOLOGICAL INVESTIGATIONS UNLESS BURIED IN A PREVIOUSLY APPROVED BORROW LOCATION 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING PROPERTY PINS, BENCH MARKS, REFERENCE POINTS, STAKES, AND SECTION CORNERS THE CONTRACTOR SHALL BE REQUIRED TO RE-ESTABLISH ANY WHICH ARE DAMAGED OR DESTROYED CONSTRUCTION OPERATIONS SUCH MONUMENTS SHALL BE RE-ESTABLISHED A LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS WORK AS IT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS IN THE CONTRACT 10 ALL ELEVATIONS AND BENCHMARKS SHALL BE REFERENCED TO USGS NAVD 88 DATUM BM 001M ELEVATION: NORTHING: EASTING: CITY DISK AT EAST END OF NORTH HEADWALL ON BOX CULVERT ALONG MARLATT AVE EAST OF THE SWINE, DAIRY AND POULTRY TEACHING AND RESEARCH ENTRANCE RD 600' WEST OF DENISON AVE NW OF THE KSU 580 LOW FREQUENCY TRANSMITTER TOWER BM FF-115 USGS ELEVATION: NORTHING: EASTING: " BRASS DISK IN CONCRETE RETAINING WALL ON THE WEST SIDE OF THE NORTH DOORS TO THE FEDERAL BUILDING AT 4TH AND HOUSTON 11 ALL EXISTING STRUCTURES TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR THIS WORK SHALL BE INCLUDED IN "REMOVAL OF EXISTING STRUCTURES" 12 WHERE POSSIBLE, EXISTING SIGNS SHALL BE REMOVED AND RESET AT ENGINEERS DISCRETION WHERE A SIGN IS NOT REUSABLE, IT SHALL BE DELIVERED TO THE MANHATTAN TRAFFIC OPERATIONS FACILITY THE CONTRACTOR TRAFFIC SUPERVISOR: BILL DICKINSON 515 S 11TH STREET MANHATTAN, KANSAS ALL TRENCHES, EXCAVATIONS OR PERMIT REQUIRED CONFINED SPACES THAT REQUIRE CITY PERSONNEL TO ENTER FOR THE PURPOSES OF INSPECTING ANY WATER OR SEWER UTILITY CONNECTIONS SHALL MEET MINIMUM OSHA SAFETY GUIDELINES FOR TRENCHING AND EXCAVATION AND CONFINED SPACE ENTRY THE CONTRACTOR MUST BE ABLE TO PROVIDE CITY PERSONNEL WITH SAFE INGRESS AND EGRESS TO THE TRENCHES, EXCAVATIONS OR PERMIT REQUIRED CONFINED SPACES CITY PERSONNEL WILL NOT ENTER THE INSPECTION SITE UNTIL MINIMUM REQUIREMENTS HAVE BEEN MET 14 THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE INSPECTION OF PUBLIC IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS SHALL NOT COMMENCE UNTIL WRITTEN NOTICE OR PERMIT HAS BEEN ISSUED THE CITY ENGINEER OR HIS/HER DESIGNEE 15 ALL PUBLIC IMPROVEMENTS SHALL BE LOCATED IN A PUBLIC UTILITY EASEMENT OR RIGHT-OF-WAY IF NOT PREVIOUSLY DEDICATED PLAT, ALL NECESSARY EASEMENTS SHALL BE DEDICATED TO THE CITY SEPARATE AGREEMENT TO BE RECORDED AT THE RILEY COUNTY REGISTER OF DEEDS 16 THE CONTRACTOR SHALL NOT CAUSE, OR PERMIT, ANY CHANGES IN CONSTRUCTION OF PUBLIC IMPROVEMENTS WHICH DEVIATE FROM THE APPROVED FINAL PLANS AND SPECIFICATIONS WITHOUT THE APPROVAL OF THE CITY ENGINEER OR HIS/HER DESIGNEE THE CITY ENGINEER OR HIS/HER DESIGNEE SHALL BE PERMITTED TO INSPECT THE PUBLIC IMPROVEMENTS DURING CONSTRUCTION AND INSTALLATION THEREOF IN ORDER TO VERIFY THAT THE PUBLIC IMPROVEMENTS ARE BEING CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH APPROVED FINAL PLANS AND SPECIFICATIONS AND THE CITY OF MANHATTAN STANDARD DETAILS AND SPECIFICATIONS IF PUBLIC IMPROVEMENTS ARE CONSTRUCTED OR INSTALLED THE CONTRACTOR, WHICH THE CITY ENGINEER OR HIS/HER DESIGNEE HAS REQUESTED TO INSPECT BUT WHICH HAVE ALREADY BEEN COVERED UP, CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH ANY EXCAVATION AND INSPECTION OF CONSTRUCTED OR INSTALLED IMPROVEMENTS THAT IS ORDERED THE CITY ENGINEER OR HIS/HER DESIGNEE TO ENSURE COMPLIANCE WITH APPROVED FINAL PLANS AND SPECIFICATIONS THESE COSTS MAY INCLUDE DESTRUCTION AND REMOVAL OF ANY SUCH IMPROVEMENTS WHEN IT CANNOT BE DETERMINED THAT THE IMPROVEMENTS, AS INSTALLED, COMPLY WITH APPROVED FINAL PLANS AND SPECIFICATIONS 17 IF THE CITY DETERMINES THAT ANY PORTION OF THE PUBLIC IMPROVEMENTS HAS NOT BEEN CONSTRUCTED OR OTHERWISE DO NOT EXIST IN COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE CITY MAY ORDER CONSTRUCTION OF THE PUBLIC IMPROVEMENTS TO CEASE UNTIL SUCH TIME AS THE DEVIATIONS ARE CORRECTED 18 DO NOT STORE MATERIALS, DEBRIS, OR SALVAGED OR EXCAVATED MATERIALS INSIDE THE TREE DRIP LINE DO NOT PARK VEHICLES OR EQUIPMENT INSIDE THE TREE DRIP LINE 19 LIMIT DISTURBANCE AND CONSTRUCTION ACTIVITIES IN THE TREE DRIP LINE TO THE WORK SPECIFICALLY LOCATED WITHIN THAT ZONE ACTIVITIES SUCH AS EXCAVATION/REGRADING OF THE SITE, PRUNING OR REPAIR OF DAMAGED TREES AND DRAINAGE PLANS THAT AFFECT TREES WITHIN OR ADJACENT TO THE DRIP LINE ZONES MUST BE BROUGHT TO THE ATTENTION OF THE CITY OF MANHATTAN FORESTRY SUPERVISOR FOR EVALUATION 20 ANY PRUNING OR OTHER ACTIONS WHICH WOULD AFFECT TREES OWNED THE CITY OF MANHATTAN IS SUBJECT TO THE CITY OF MANHATTAN CODE OF ORDINANCES AND REQUIRES ISSUANCE OF A PERMIT THE FORESTRY SUPERVISOR 21 UNLESS OTHERWISE ADDRESSED IN THE PLANS OR CONTRACT ALL CONSTRUCTION SHALL ADHERE TO THE CITY OF MANHATTAN STANDARD SPECIFICATIONS Know what'sbelow Call 811 before you dig KANSAS 811 CALL 811 OR GO TO wwwkansasonecallcom ELECTRIC: TELEPHONE: TELEPHONE: WATER & SEWER: CABLE TELEVISION: GAS: CITY PROJECT ENGINEER: WESTAR ENERGY JAMIE SMITH 225 SETH CHILD RD (785) jamiesmith@westarenergycom AT&T SOUTHWEST SHAWN EASUM MGR OSP PLNG & ENG DESIGN 220 E 6TH RM 360 TOPEKA, KS se1256@attcom ZAYO GROUP TOMMY BUNCE OSP PROJECT MANAGER 102 N MAIN STREET BUHLER, KS tommybunce@zayocom MANHATTAN PUBLIC WORKS DEPARTMENT NORM FRANCIS UTILITY SUPERINTENDENT 1101 POYNTZ AVENUE (785) francisn@cityofmhkcom COX COMMUNICATIONS MICHAEL STUTTERHEIM 519 RICHARD DRIVE (785) michaelstutterheim@coxcom KANSAS GAS SERVICE JULIE ROBLYER OR KARL RIVERS 225 SETH CHILD RD (785) julieroblyer@onegascom karlrivers@onegascom OWNER CONTACT INFORMATION Michele Jones 2031 POYNTZ AVENUE (785) CITY OF MANHATTAN CONTACT INFORMATION CITY PROJECT COORDINATOR AND SURVEYOR: CITY FORESTER: Mark Lee, PE ENGINEERING DIVISION 1101 POYNTZ AVENUE (785) johnsonb@cityofmhkcom KEN HAYS, PLS ENGINEERING DIVISION 1101 POYNTZ AVENUE (785) (785) hays@cityofmhkcom J DAVID MATTOX PARKS & RECREATION DIVISION 1101 POYNTZ AVENUE (785) mattox@cityofmhkcom ITEM Quantity Unit Mobilization 1 LS Traffic Control 1 LS Sidewalk (4")(AE) 1311 SF Sidewalk Ramp (ADA)(AE)(6") 221 SF Stairs 1 LS Handrail 58 LF Curb and Gutter, Remove and 99 LF Replace (2'-0")(AE)(Combined) Common Excavation (URB) 7 CY Common Excavation(Contractor Furnished) 1101 POYNTZ AVE, (785) West Campus Pedestrian Improvements MSD 1120 GENERAL NOTES CITY ENGINEER: BRIAN D JOHNSON, PE DESIGN : Mark Lee, PE 40 CY 10/25/2017 DRAWN : Hays PAGE 2 OF 7

3 9 LF CURB 243 SF CONCRETE Removals Concrete PLOTTED : KEN HAYS PLOT 9/11/2017 2:34 PM X:\PUBLICWORKS\PROJECTS\2017\~ HS PED IMPROVEMENTS\03-PLANS\02-BASE\REMOVALS1DWG 159 SF CONCRETE 82 LF CURB 224 SF CONCRETE 73 LF CURB 79 LF CURB 139 LF CURB 19 LF CURB 64 SF CONCRETE 48 LF CURB 118 SF CONCRETE 0 N HORIZ SCALE: 1" 20' = 20' 40' CITY ENGINEER: 1101 POYNTZ AVE, (785) Brian Johnson Striping West Campus Removals DESIGN : ML ######### DRAWN : KPH PAGE 3 OF 7

4 Pedestrian Rapid Flasher PLOTTED : KEN HAYS PLOT 9/11/2017 2:42 PM X:\PUBLICWORKS\PROJECTS\2017\~ HS PED IMPROVEMENTS\03-PLANS\02-BASE\ BASE DESIGN - MHS WESTDWG STA: END LANDING STA: BOC STA: BOC STA: PC Match Line STA: PT 5% STA: PRC STA: PT STA: PRC 2+00 STA: PC STA: , 650' RT STA: STA: Stop Sign ME = STA: , 1738' LT BEGIN SIDEWALK Pedestrian Rapid Flasher 0 N HORIZ SCALE: 1" 10' = 20' 40' CITY ENGINEER: 1101 POYNTZ AVE, (785) West Campus Pedestrian Improvements Brian Johnson DESIGN : 8/30/2017 DRAWN : KPH PAGE 4 OF 7

5 STA: PC 5% STA: PRC PLOTTED : KEN HAYS PLOT 9/11/2017 2:43 PM X:\PUBLICWORKS\PROJECTS\2017\~ HS PED IMPROVEMENTS\03-PLANS\02-BASE\ BASE DESIGN - MHS WESTDWG Pedestrian Rapid Flasher Pedestrian Rapid Flasher STA: , END RAMP STA: , 491' RT STA: , VERTICAL GRADE CHANGE STA: BEGIN LANDING LF handrail % 14 LF handrail % % LF handrail STA: END LANDING STA: BEGIN RAMP 377% STA: , 2173' LT STA: BOC STA: BOC Match Line STA: PT 0 N HORIZ SCALE: 1" 10' = 20' 40' CITY ENGINEER: 1101 POYNTZ AVE, (785) West Campus Pedestrian Improvements Brian Johnson DESIGN : Mark Lee, PE 8/30/2017 DRAWN : KPH PAGE 5 OF 7

6 PUBLIC WORKS

7 PUBLIC WORKS

8 * PUBLIC WORKS