N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS AND 418 LF 10" HWR DR 11 TYPE PE-RT PREINSULATED PIPE UNIVERSITY AVENUE DUMAS APARTMENTS 11+00 12+00 13+00 14+00 11.1' NOTE: CONTRACTOR SHALL CONTACT THE UNIVERSITY OF MISSOURI ENERGY MANAGEMENT PRIOR TO THE START OF CONSTRUCTION. MU-EM WILL VERIFY THE LOCATION OF THE CHILLED WATER SUPPLY AND RETURN PRIOR TO CONNECTION. FUTURE WATER MAIN (NOT IN CONTRACT) HWS HWR EXIST. 12" CWR EXIST. 12" CWS UNIVERSITY PROJECT #: CP170621 REFER TO CP170621 PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET REFER TO EARLY ELECTRICAL PACKAGE FOR ELECTRICAL DUCTBANK IN HITT STREET FROM E-020A TO E-020 N 1133519.33 E 1690094.81 STA: 14+05.46 INSTALL: 2-10"X6" TEES 2-10" VALVES 2-6" VALVES FUTURE CHILLED WATER SUPPLY AND RETURN (NOT IN CONTRACT) 3" PVC CONTROL CONDUIT FROM PULL BOX TO MANHOLE EXISTING LIGHT POLE. CONTRACTOR SHALL COORDINATE REMOVAL WITH THE CITY OF COLUMBIA PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CAREFULLY REMOVE AND STOCKPILE EXISTING LIGHT POLE. REMOVE EXISTING BASE FOR CHILLED WATER CONSTRUCTION. AFTER WATER CONSTRUCTION, INSTALL NEW LIGHT POLE BASE AND REINSTALL EXISTING LIGHT FIXTURE ON NEW BASE. RECONNECT EXISTING CIRCUITS. CONTRACTOR SHALL INUDE REMOVAL AND REPLACEMENT OF POLE, COORDINATION WITH CITY OF COLUMBIA, AND ANY CITY PERMITS AND FEES IN HIS BID. 13.8' TMH-4 HITT STREET E-020A INSTALL 2-12" VALVES. INSTALL 2 BLIND FLANGES ON CWS & CWR FOR FUTURE EXTENSION. E-020 N 1133456.85 E 1690056.38 STA: 10+11.46 N 1133600.25 E 1690095.27 STA: 14+86.38 INSTALL: 2-6" 90 BENDS 10+00 INSTALL 92 LF 6" HWS AND 90 LF 6" HWR DR 11 TYPE PE-RT PREINSULATED PIPE A A.1 CW1 CWS CWR B HW2 CWS CWR HWS HWR CWS INSTALL 120 LF 12" CWS AND 118 LF 12" CWR REMOVE AND REPLACE EXISTING PULL BOX ON TOP OF CHILLED WATER LINES HW3 14+98 11+85 CWR W SIDEWALK, CURB & GUTTER, AND SCHOOL OF MUSIC BUILDING ARE PROPOSED CONSTRUCTION IN A SEPARATE PROJECT CP170621, BECAUSE THESE DEVELOPMENTS SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE UTILITIES PROJECT CP172801, THEY ARE SHOWN HERE FOR COORDINATION PURPOSES. THE UTILITIES PROJECT CP172801 WILL END 1' FROM THE PROPOSED SCHOOL OF MUSIC BUILDING. REFER TO PROJECT CP170621 FOR ADDITIONAL INFORMATION. CW2 W2 B.8 C 11+00 W1 INSTALL 1-6" 90 BEND N 1133506.94 E 1690075.36 STA: 10+65.02 INSTALL 2-12" 22.5 BENDS MUMFORD HALL N 1133452.32 E 1690056.28 STA: 10+06.92 INSTALL: 2-12"X12" TEES 6-12" VALVES 2-12" 22.5 BENDS CONNECT TO EXIST 12" CWS & CWR N 1133596.56 E 1690099.25 STA: 11+78.15 INSTALL: 2-6" 90 BENDS INSTALL 90 LF 6" CWS AND 88 LF 6" CWR D N 1133513.44 E 1690075.40 STA: 10+71.52 INSTALL 2-12" TEES E INSTALL 2 BLIND FLANGES ON HWS & HWR FOR FUTURE EXTENSION. INSTALL 2 BLIND FLANGES ON CWS & CWR FOR FUTURE EXTENSION. N 1133513.31 E 1690098.78 STA: 10+94.90 INSTALL 2-12"x6" TEES INSTALL 2-6" VALVES CONNECT TO EXISTING WATER MAIN INSTALL 12"X6" TEE INSTALL 2-12" VALVES INSTALL 1-6" VALVE INSTALL 94 LF 6" WATER SERVICE TO SCHOOL OF MUSIC BUILDING F F.1 UP 8 7 D.1 6 5 4 3.8 3 2 1.8 1.6 1 1600 Baltimore, Suite 300 Kansas City, Missouri, 64108 Phone: 816.842.8437 GENERAL SITE NEW SCHOOL OF MUSIC EXTEND UTILITIES Fax: 816.842.6441 Mechanical and Electrical Engineers Since 1933 UNIVERSITY OF MISSOURI - COLUMBIA u:\2017\17-114\2017-11-09 som extend utilities\c601-utility-hw.dwg 20 10 0 SCALE IN FEET 20 JOB NO. CP172801 DATE: 11/9/2017 SITE UTILITY PLAN C601
800 HW1 "Hot Water Line PROFILE" HW2 HW3 800 790 790 780 770 760 750 740 730 730 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 800 790 8" Sanitary CW1 24" Storm "Chilled Water and Water Main Line PROFILE" W1 8" Water 2" Gas 8" Sanitary 2'x2' UT HVE CW2 W2 800 790 36" COVER 400 L.F. 10" HWS 400 L.F. 10" HWR DR 11 TYPE PE-RT PREINSULATED PIPE Existing Grade NOTE: CONTRACTOR SHALL CONTACT THE UNIVERSITY OF MISSOURI ENERGY MANAGEMENT PRIOR TO THE START OF CONSTRUCTION. MU-EM WILL VERIFY THE LOCATION OF THE CHILLED WATER SUPPLY AND RETURN PRIOR TO CONSTRUCTION. 2'x2' UT 6" Water HVE DUCT BANK 2" Gas 24" Storm 6" MIN 6" CHILLED WATER 6" Water 8" Sanitary 8" Water Finished Grade 98 L.F. 6" HWS 98 L.F. 6" HWR DR 11 TYPE PE-RT PREINSULATED PIPE 18" Storm 780 770 760 750 740 20.00 CONTRACTOR TO STOP HOT WATER LINE 1'OUTSIDE OF PROPOSED SCHOOL OF MUSIC BUILDING AT STATION 14+96.59 1600 Baltimore, Suite 300 Kansas City, Missouri, 64108 Phone: 816.842.8437 Fax: 816.842.6441 Mechanical and Electrical Engineers Since 1933 780 770 760 750 740 6" Water Existing Grade 89.90 L.F. 6" CWS 89.9 L.F. 6" CWR PVC C900 PIPE 6" Water 15.68 LF WATER SERVICE 6" PVC C900 PIPE 6" HOT WATER 15.68 8" Sanitary 8" Water Finished Grade by Others 18" Storm 66.566.49 LF WATER SERVICE 6" PVC C900 PIPE 20 L.F. 6" WATER DIP ASS 52 66.5 L.F. 6" CWS 66.5 L.F. 6" CWR PVC C900 PIPE 36" COVER 20 L.F. 6" CWS 20 L.F. 6" CWR 730 DIP ASS 52 730 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 780 770 760 750 740 GENERAL SITE NEW SCHOOL OF MUSIC EXTEND UTILITIES UNIVERSITY OF MISSOURI - COLUMBIA u:\2017\17-114\2017-11-09 som extend utilities\c602-utility-hw.dwg CONTRACTOR TO STOP CHILLED WATER AND WATER MAIN LINE 1'OUTSIDE OF PROPOSED SCHOOL OF MUSIC BUILDING AT STATION 11+75.39 JOB NO. CP172801 DATE: 11/9/2017 SITE UTILITY PROFILES C602
3" PVC CONDUIT SEE PLANS FOR VALVE LOCATIONS FINISHED GRADE FINISHED GRADE 3" PVC CONDUIT 14" 14" BRANCH SIZE DETERMINED BY LOCATION BRING BRANCH LINES TO SAME LEVEL IN TRENCH AS SHOWN ON PLANS 10" 10" 36" MIN. FINISHED GRADE VALVE (TYP) 3/4" STAINLESS STEEL ROD AND AMP EBAA SERIES 1600 DRILL 1/4" HOLE IN PVC PIPE KNOT WIRE TRACER WIRE (TYP) 12" x 12" x 4" CONC. SLAB IN GRASSY AREAS ONLY CHILLED WATER BRANCH CONNECTION 45 MJ BEND FITTING TEE/REDUCING TEE MJ X MJ X MJ 12" X 12" X 6" CONCRETE PAD (TYP) PVC 36" MIN. 3/4" STAINLESS STEEL ROD AND AMP EBAA SERIES 1600 10" VALVE BOX ^ TO PIPE TRACER WIRE (TYP) 12" x 12" x 4" CONC. SLAB IN GRASSY AREAS ONLY CHILLED WATER BUTTERFLY VALVE CHILLED WATER JUNCTION BOX DETAIL 1 2 3 SEE DIMENSION PLAN AND ASSOCIATED DETAILS FOR FINAL SURFACE TREATMENT UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE* KNOT WIRE DRILL 1/4" HOLE IN PVC PIPE DUCTILE IRON CAP VALVE (TYP) 12" X 12" X 6" CONCRETE PAD (TYP) FUTURE CABLE BY OWNER SATISFACTORY SOIL BACKFILL IN MAX 6" LIFTS COMPACTED TO 85% DENSITY 3" PVC CONDUIT 36" RAD. BEND 1" BRAIDED PULL ROPE (TYP.) PLAN VIEW 24" MIN. JUNCTION BOX 14" MIN. SECTION NOTES: 1. LOCATE JUNCTION BOXES AS FOLLOWS: A. AT EVERY TEE IN THE CONDUIT. B. AFTER 360 DEGREES OF BEND IN THE CONDUIT. 6" IN GRASS AREAS, 24" IN PLANT BEDS UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE* 4" JUNCTION BOX SEE MU STANDARD SPEC. SECTION 02668 CHW LINES 14" PLAN VIEW (AT TEE) 3/4" CRUSHED STONE 12" DEEP SATISFACTORY SOIL BACKFILL IN MAX 6" LIFTS COMPACTED TO 85% DENSITY 6" IN GRASS AREAS, 24" IN PLANT BEDS 1600 Baltimore, Suite 300 Kansas City, Missouri, 64108 Phone: 816.842.8437 Fax: 816.842.6441 Mechanical and Electrical Engineers Since 1933 u:\2017\17-114\2017-11-09 som extend utilities\c603-utility-hw-details.dwg 24" MIN. 5 36" MIN. DR 11 TYPE PE-RT PREINSULATED PIPE 4 18" MIN. VALVE BOX ^ TO PIPE TRACER WIRE (TYP) FUSED FLANGE INTEGRAL WITH DR 11 TYPE PE-RT PIPE. RE:SPECS BOLT FLANGE TO DIP VALVE STAINLESS STEEL BACKUP PLATE SECTION EPDM SEAT HOT WATER BUTTERFLY VALVE VENT BOX SEE SPEC. SECTION 02668 1" BALL VALVE 1" VENT LINE TYPE K COPPER - ROUTE TO VENT BOX CHW LINES CHILLED WATER VENT BOX DETAIL 12" x 12" x 4" CONC. SLAB IN GRASSY AREAS ONLY KNOT WIRE DRILL 1/4" HOLE IN PVC PIPE DUCTILE IRON CAP VALVE (TYP) 12" X 12" X 6" CONCRETE PAD (TYP) 3/4" CRUSHED STONE 12" DEEP 1" TAPPING SADDLE NOTES: 1. LOCATE VENT BOXES AS FOLLOWS: A. AS REQUIRED TO VENT NEW SECTION OF LOOP PIPING DURING INITIAL FILL AND TEST. BACKFILL ALL HOT WATER VALVES WITH 2" GILSULATE RE: SPECS 1 3 PIPE DIA. UNDISTURBED SOIL 6 1 3 PIPE DIA. SEE DIMENSION PLAN AND ASSOCIATED DETAILS FOR FINAL SURFACE TREATMENT UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE 12" 12" UNDISTURBED SOIL 7 36" MIN. 36" MIN. 4" 4" SATISFACTORY SOIL BACKFILL OR MoDOT TYPE 5 STONE IN MAX. 6" LIFTS. COMPACT TO 85% DENSITY. TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE PVC WATER LINE MAX 3/4" CRUSHED STONE LAY WATER LINE ON 4" BED OF CRUSHED STONE WATER MAIN TRENCH NOT IN PAVEMENT SATISFACTORY SOIL BACKFILL OR MoDOT TYPE 5 STONE IN MAX. 6" LIFTS. COMPACT TO 95% DENSITY. TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE PVC WATER LINE MAX 3/4" CRUSHED STONE LAY WATER LINE ON 4" BED OF CRUSHED STONE WATER MAIN TRENCH UNDER PAVEMENT 36" MIN. 1/3 PIPE DIA. UNDISTURBED SOIL SEE DIMENSION PLAN AND ASSOCIATED DETAILS FOR FINAL SURFACE TREATMENT 1 3 PIPE DIA. 3" PVC CONTROL CONDUIT (BOTTOM OF CONDUIT EVEN WITH BOTTOM OF PIPE.) 36" MIN. 4" UNDISTURBED SOIL 3" PVC CONTROL CONDUIT (BOTTOM OF CONDUIT EVEN WITH BOTTOM OF PIPE.) 9 8 4" 12" MIN. UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE 12" 12" 12" MIN. MAX 3/4" CRUSHED STONE LAY WATER LINE ON 4" BED OF CRUSHED STONE CHILLED WATER TRENCH NOT IN PAVEMENT MAX 3/4" CRUSHED STONE SATISFACTORY SOIL BACKFILL OR MoDOT TYPE 5 STONE IN MAX. 6" LIFTS. COMPACT TO 95% DENSITY. TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE PVC WATER LINES LAY WATER LINE ON 4" BED OF CRUSHED STONE CHILLED WATER TRENCH UNDER PAVEMENT TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE PVC WATER LINES 36" MIN. 1/3 PIPE DIA. UNDISTURBED SOIL SEE DIMENSION PLAN AND ASSOCIATED DETAILS FOR FINAL SURFACE TREATMENT 1 3 PIPE DIA. 10 36" MIN. 4" UNDISTURBED SOIL 11 4" 12" MIN. UNDERGROUND MARKING TAPE (2) 24" ABOVE PIPE 12" 12" 12" MIN. MAX 3/4" CRUSHED STONE LAY WATER LINE ON 4" BED OF CRUSHED STONE HOT WATER TRENCH NOT IN PAVEMENT MAX 3/4" CRUSHED STONE HOT WATER TRENCH UNDER PAVEMENT SATISFACTORY SOIL BACKFILL OR MoDOT TYPE 5 STONE IN MAX. 6" LIFTS. COMPACT TO 95% DENSITY. TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE HDPE PE-RT WATER LINES LAY WATER LINE ON 4" BED OF CRUSHED STONE TRACER WIRE TAPED TO PIPE EVERY 5' WITH DUCT TAPE HDPE PE-RT WATER LINES GENERAL SITE NEW SCHOOL OF MUSIC EXTEND UTILITIES JOB NO. CP172801 DATE: 11/9/2017 SITE UTILITY DETAILS - 1 C603 UNIVERSITY OF MISSOURI - COLUMBIA
^ WATER MAIN GATE VALVE WATER LINE FLUSHING 1 2 GENERAL SITE NEW SCHOOL OF MUSIC EXTEND UTILITIES 1600 Baltimore, Suite 300 Kansas City, Missouri, 64108 UNIVERSITY OF MISSOURI - COLUMBIA Phone: 816.842.8437 Fax: 816.842.6441 Mechanical and Electrical Engineers Since 1933 u:\2017\17-114\2017-11-09 som extend utilities\c603-utility-hw-details.dwg JOB NO. CP172801 DATE: 11/9/2017 SITE UTILITY DETAILS - 2 C604
REMOVE AND REPLACE CURB SAWCUT ALL EDGES. REMOVE AND REPLACE SIDEWALK. SAWCUT AT NEAREST JOINT MIDDLEBUSH HALL HWS HW1 HWR 10+00 FREDRICK APARTMENTS UNIVERSITY AVENUE DUMAS APARTMENTS 11+00 12+00 13+00 FUTURE WATER MAIN (NOT IN CONTRACT) HWS HWR EXIST. 12" CWR EXIST. 12" CWS REMOVE AND REPLACE ASPHALT. SAWCUT ALL EDGES FUTURE CHILLED WATER SUPPLY AND RETURN (NOT IN CONTRACT) UNIVERSITY PROJECT #: CP170621 REFER TO CP170621 PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET TMH-4 E-020A HITT STREET REMOVE AND REPLACE CURB SAWCUT ALL EDGES. PROTECT EXIST. CURB TO REMAIN E-020 10+00 CWS A CWR A.1 CW1 14+00 B HW2 11+00 REMOVE AND REPLACE SIDEWALK. SAWCUT AT NEAREST JOINT HW3 14+98 11+85 CW2 B.8 CONTRACTOR SHALL PROTECT EXISTING PULL BOX THROUGHOUT CONSTRUCTION C SCHOOL OF MUSIC UNIVERSITY PROJECT #: CP170621 REFER TO CP170621 PLANS FOR CURB AND SIDEWALK CONSTRUCTION FROM THE NORTH CURB OF UNIVERSITY AVE NORTH. D REMOVE AND REPLACE SIDEWALK. SAWCUT AT NEAREST JOINT MUMFORD HALL E REMOVE AND REPLACE CURB SAWCUT ALL EDGES. CONTRACTOR SHALL PROTECT EXISTING LIGHT POLE THROUGHOUT CONSTRUCTION. BRACE EXISTING POLE AS NECESSARY FOR CONSTRUCTION F F.1 LEGEND 1.8 1.6 1 20 10 SAW CUT EXISTING PAVEMENT REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT REMOVE AND REPLACE EXISTING SIDEWALK REMOVE AND REPLACE EXISTING CURB AND GUTTER 0 SCALE IN FEET 20 1600 Baltimore, Suite 300 Kansas City, Missouri, 64108 Phone: 816.842.8437 Fax: 816.842.6441 Mechanical and Electrical Engineers Since 1933 FINE ARTS PAVEMENT REPLACEMENT PLAN u:\2017\17-114\2017-11-09 som extend utilities\c605-pavement layout.dwg a 2 1 1 2 " R 2" TYPE BP-2 ASPHALTIC CONCRETE SURFACE COURSE 8" MoDOT PLANT MIX BITUMINOUS COURSE 6" MoDOT TYPE 1 AGGREGATE BASE COURSE 6" MIN. SCARIFIED AND COMPACTED SUBGRADE, OR COMPACTED SUITABLE MATERIAL PER SPECIFICATIONS FULL DEPTH ASPHALT PAVEMENT REPLACEMENT 1 1 2" R 1 1 2" R 1 2 " R STRAIGHT BACK CURB & GUTTER (TYPE CG-1) TYPICAL CURB REPLACEMENT GENERAL NOTES: 1. 1 2 " EXPANSION JOINTS WITH 2' DOWELS SHALL BE PLACED AT RADIUS POINTS AND AT 150' INTERVALS. THESE DOWELS SHALL BE GREASED AND WRAPPED ON ONE END WITH EXPANSION TUBES. 2. 1 DEEP CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATELY 10' INTERVALS. THESE JOINTS SHALL PASS ACROSS THE ENTIRE CURB SECTION. 3. FIX DOWELS WITH BAR SUPPORTS. 4. CONCRETE SHALL CONFORM TO SPECIFICATIONS. 5. USE 5 8" Ø x 2' SMOOTH DOWELS AT LOCATIONS SHOWN ON EACH TYPICAL SECTION. 6. DEPTH OF CURB SHALL BE A MINIMUM OF 8 THRU THE ACCESSIBLE RAMPS. 7. CURBS SHALL BE POURED MONOLITHIC WITH FULL DEPTH CONCRETE PAVEMENT, AS INDICATED IN THE PLANS. OMIT CUTTER LINE JOINT, UNLESS SPECIFICALLY SHOWN ON THE PLANS. 8. SEE DIMENSION & GRADING PLANS FOR LOCATION OF WET & DRY CURBS. 9. OMIT CONSTRUCTION JOINT AND POUR CURBS MONOLITHIC WITH NEW PAVEMENT, AS INDICATED IN THE PLANS. ANY VARIATIONS MUST BE APPROVED BY THE ENGINEER, PRIOR TO INSTALLATION. JOINT SEALER 1 2 " RUBBER EXPANSION JOINT 3 4" MoDOT TYPE 1 AGGREGATE BASE SIDEWALK NOTES: SLOPE 1% MIN., 1.5% MAX 4,000 PSI REINFORCED CONCRETE WITH #4 REBAR AT 18' O.C.E.W ON BAR SUPPORTS PROOF ROLL SUBGRADE SEE SPECIFICATIONS 1. CONCRETE SHALL CONFORM TO SPECIFICATIONS. 2. 1 2 " RUBBER EXPANSION JOINTS SHALL BE PLACED WHERE WALK ABUTS JUNCTION OF EXISTING WALK, CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN IN THE PLAN DRAWINGS. 3. CONTROL JOINTS SHALL BE PLACED AS SHOWN ON THE DRAWINGS OR AT DISTANCE NOT EXCEEDING THE LENGTH TO WIDTH RATIO OF 1.25. 4. SAWCUT ALL CONTROL JOINTS. 5. KEY ALL CONSTRUCTION JOINTS. 6. ALL JOINTS SHALL BE SEALED WITH VULCAN 45 OR DOW CORNING 888 SILICON JOINT SEALANT 1 4 " R EXPANSION JOINT NOTE: ALL JOINTS SHALL BE SEALED STANDARD SIDEWALK AND JOINT DETAILS 6" JOINT SEALER BELOW V-GROOVE V-GROOVE CONTROL JOINT 3 8 " V-GROOVE ALL CONTROL JOINTS SHALL FIRST BE 1 8" STRAIGHT SAWCUTS BY 1 1 2" DEEP. AFTER THE CONCRETE HAS HARDENED, CONTRACTOR SHALL BEVEL CUT THE CONTROL JOINTS WITH WITH A 3 8" V-GROOVE BLADE. GENERAL SITE NEW SCHOOL OF MUSIC EXTEND UTILITIES JOB NO. CP172801 DATE: 11/9/2017 C605 UNIVERSITY OF MISSOURI - COLUMBIA SITE PAVEMENT REPLACEMENT PLAN