36C25218B0524-00002003.pdf

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Attached to: Project 695-18-106, Repair Road Surface Bldg 20 and Various Areas
Solicitation number: 36C25218B0524
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

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36C25218B0524 00002 S06 - Amend 2 Drawings.pdf

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PROJECT

LOCATIONS

PROJECT

LOCATIONS

Building Number:

Project Number:

Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

COVER SHEET

G-001

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

5000 W. NATIONAL AVE

MILWAUKEE, WI 53295-001

CONSTRUCTION DOCUMENTS

JANUARY 4, 2018

REPAIR ROAD SURFACE BLDG 20 AND VARIOUS AREAS

LOCATION MAP

MADISON

PROJECT

MILWAUKEE

WISCONSIN

LOCATION

GREEN BAY

APPLETON

LA CROSSE

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TRUE NORTH

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PLAN NORTH

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PARKING STRUCTURE 7

PARKING STRUCTURE 4

Building Number:

Project Number:

Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

OVERALL SITE PLAN

C-001

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

LOT 10

LOT 3

LOT 2

LINCOLN DR

BLDG 2

ROAD

LOT 28

STORM DRAIN

LOT 3

STORM DRAIN

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ELEV: 632.002

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ELEV: 611.892

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ELEV: 696.787

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ELEV: 649.469

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ELEV: 651.631

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ELEV: 640.542

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ELEV: 669.480

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Building Number:

Project Number:

Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

GENERAL CIVIL NOTES

AND SIGNAGE SCHEDULE

C-002

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

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AutoCAD SHX Text GENERAL PROVIDE SURVEYING SERVICES: TERMS "PROFESSIONAL LAND SURVEYOR", "REGISTERED LAND SURVEYOR", AND "R.L.S." SHALL HAVE EQUAL MEANING ON THIS CONTRACT. REFER TO REQUIREMENTS IN SECTION 010000. PROVIDE PRE-CONSTRUCTION WI-R.L.S. STAMPED SURVEY AND MAP AT SCALE 1"=50', WITH WORK AREAS AT 1"-10'. SURVEY SHALL INCLUDE TOPOGRAPHIC GRADE SHOTS, CONTOURS AT 2-FOOT INTERVALS. SHOW EXISTING AND PROPOSED: STRUCTURES; UTILITIES; BACK OF CURB, FRONT AND GUTTER FLANGE, TREES, SHRUBS, LIGHT POSTS, HYDRANTS, BOLLARDS, SIGNS INCLUDING TEMPORARY SIGNAGE, AND THREE NEW ELEVATION BENCHMARKS PER LOCATION (12 TOTAL). ALSO, SURVEY MILLED SURFACE. ALSO SURVEY LEVELED AND BUILT-UP SURFACE. PROVIDE POST-CONSTRUCTION WI-R.L.S. STAMPED AS-BUILT DRAWING, SHOWING FINISHED GRADE ELEVATIONS. GENERAL NOTES FOR SURVEYING 1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SETTING BENCHMARKS THROUGHOUT SITE AS NEEDED PRIOR TO CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SETTING BENCHMARKS THROUGHOUT SITE AS NEEDED PRIOR TO COMMENCING CONSTRUCTION. 2. PROVIDE MAPS USING FOLLOWING SYSTEMS: PROVIDE MAPS USING FOLLOWING SYSTEMS: a. HORIZONTAL COORDINATE SYSTEM: MILWAUKEE COUNTY COORDINATE SYSTEM, NAD 83 SURVEY FT HORIZONTAL COORDINATE SYSTEM: MILWAUKEE COUNTY COORDINATE SYSTEM, NAD 83 SURVEY FT b. VERTICAL DATUM: NAVD88 VERTICAL DATUM: NAVD88 3. SURVEY GRADE REPORTS: a. PROVIDE SURVEY ELEVATIONS AT EDGES (OF GRADED) AREA AT CORNERS, CURVES AND 20' INTERVALS. b. PROVIDE SURVEY ELEVATIONS OF GRADED SURFACE AT 200 SF INTERVALS. c. SUBMIT AUTOCAD FILES OF DATA LOCATIONS AND ELEVATIONS. d. SUBMIT NARRATIVE REPORT WITH DATA TABLE COMPARING DESIGN TO ACTUAL ELEVATIONS FOR MILLING DEPTH, LEVELING AND BUILD UP COURSE AND FINAL SURFACE COURSE THICKNESS, POINT-BY-POINT. e. SUBMIT SEPARATE ELECTRONIC FILE IN NATIVE/SPREADSHEET FORMAT FOR ELEVATION DATA. WORK PHASING NOTES: 1) MAINTAIN ACCESS TO ONE SIDE OF ALL ROADS ALWAYS. MAINTAIN ACCESS TO ONE SIDE OF ALL ROADS ALWAYS. 2) WORK SHALL BE COMPLETED ON WEEKENDS, 1700 HRS FRIDAY THROUGH 0500 HRS MONDAY. WORK SHALL BE COMPLETED ON WEEKENDS, 1700 HRS FRIDAY THROUGH 0500 HRS MONDAY. 3) WHERE ROADS CLOSED, PROVIDE BARRICADES ACROSS TRAFFIC LANES AND ROAD CLOSED SIGNS OFFSET FROM BARRICADE. WHERE ROADS CLOSED, PROVIDE BARRICADES ACROSS TRAFFIC LANES AND ROAD CLOSED SIGNS OFFSET FROM BARRICADE. 4) WHEN A LANE OF TRAFFIC IS CLOSED, PROVIDE FLAGMEN DIRECTING PUBLIC VEHICULAR AND PEDESTRIAN TRAFFIC. FLAGMEN WHEN A LANE OF TRAFFIC IS CLOSED, PROVIDE FLAGMEN DIRECTING PUBLIC VEHICULAR AND PEDESTRIAN TRAFFIC. FLAGMEN SHALL BE ON DUTY CONTINUOUSLY. 5) WHEN A PORTION OF A PARKING LOT IS CLOSED, PROVIDE NOTICE TO COR THREE WEEKS IN ADVANCE, FOR VA POLICE WHEN A PORTION OF A PARKING LOT IS CLOSED, PROVIDE NOTICE TO COR THREE WEEKS IN ADVANCE, FOR VA POLICE COORDINATION. 6) PHASING PLANS SHOW PHASES THAT APPLY TO DEMO AND NEW WORK. PHASING PLANS SHOW PHASES THAT APPLY TO DEMO AND NEW WORK. TRAFFIC CONTROL NOTES: 1) ROADWAY AND PEDESTRIAN TRAVEL PATH SIGNAGE AND PROTECTIVE DEVICES SPECIFIED IN THE MANUAL ON UNIFORM TRAFFIC ROADWAY AND PEDESTRIAN TRAVEL PATH SIGNAGE AND PROTECTIVE DEVICES SPECIFIED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) GUIDELINES FOR CONSTRUCTION. (HTTPS://WWW.OSHA.GOV/DOC/HIGHWAY_WORKZONES/MUTCD/ AND HTTP://WWW.DOT.WISCONSIN.GOV/BUSINESS/ENGRSERV/DOCS/WMUTCD.PDF , PART 6) 2) WHEN ROADS CLOSED, PROVIDE SIGNAGE: WHEN ROADS CLOSED, PROVIDE SIGNAGE: a. DETOUR, WITH ARROW DETOUR, WITH ARROW b. CAUTION CONSTRUCTION AHEAD CAUTION CONSTRUCTION AHEAD c. ROAD WORK AHEAD ROAD WORK AHEAD d. SIDEWALK CLOSED SIDEWALK CLOSED e. RELOCATE EXISTING SIGNS-ON-CONCRETE-BASES TO LOCATIONS WHERE SHOWN BY COR. RELOCATE EXISTING SIGNS-ON-CONCRETE-BASES TO LOCATIONS WHERE SHOWN BY COR. 3) PROVIDE LANE CLOSURE ON TWO-LANE ROAD USING FLAGGERS. PROVIDE LANE CLOSURE ON TWO-LANE ROAD USING FLAGGERS. 4) WORK AT VA SHALL BE CONSIDERED URBAN LOW-SPEED TWO-WAY SINGLE-LANE, AND SHALL ALWAYS REQUIRE TWO FLAGMEN, WORK AT VA SHALL BE CONSIDERED URBAN LOW-SPEED TWO-WAY SINGLE-LANE, AND SHALL ALWAYS REQUIRE TWO FLAGMEN, WHETHER CONTRACTORS BLOCK ONE LANE OR JUST WORK ON SHOULDER. ONLY ONE LANE MAY BE BLOCKED. 5) WEEKEND WORK HOURS ARE UNRESTRICTED. WEEKEND WORK HOURS ARE UNRESTRICTED. 6) FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS, IF CONTRACTOR ELECTS TO PERFORM WORK AT NIGHT. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS, IF CONTRACTOR ELECTS TO PERFORM WORK AT NIGHT. 7) CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 8) REFLECTIVE SIGNAGE MAY BE OMITTED FOR DAYTIME OPERATIONS. REFLECTIVE SIGNAGE MAY BE OMITTED FOR DAYTIME OPERATIONS. 9) PROVIDE FLASHING WARNING LIGHTS FOR NIGHT WORK. PROVIDE FLASHING WARNING LIGHTS FOR NIGHT WORK. 10) WHEN WORKSITE NOT ATTENDED, NOT SUPERVISED: WHEN WORKSITE NOT ATTENDED, NOT SUPERVISED: a. PROVIDE TEMPORARY SIGNAGE "CAUTION UNEVEN PAVEMENT". b. REMOVE FENCES, BARRICADES AND OTHER TEMP SIGNAGE. c. CLEAN UP AND REMOVE DEBRIS. d. OPEN LANES AND WALKS TO TRAFFIC. UTILITIES UTILITY NOTES: 1. UTILITIES SHOWN ARE AS REPORTED TO DESIGN TEAM AND INDICATED ON EXISTING UTILITY BASE PLAN. NO ATTEMPTS HAVE BEEN UTILITIES SHOWN ARE AS REPORTED TO DESIGN TEAM AND INDICATED ON EXISTING UTILITY BASE PLAN. NO ATTEMPTS HAVE BEEN MADE TO EXCAVATE, UNCOVER, OR EXPOSE UNDERGROUND UTILITIES TO VERIFY THEIR SIZE, DEPTH, CONDITION, OR EXACT LOCATION. 2. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE ADVANCED NOTICE TO DIGGER'S HOTLINE AND PAY FOR PRIVATE UTILITY CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE ADVANCED NOTICE TO DIGGER'S HOTLINE AND PAY FOR PRIVATE UTILITY LOCATION SERVICES NOT LESS THAN THREE WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION. UTILITY ISSUES IF UNDOCUMENTED BURIED UTILITIES ARE ENCOUNTERED DURING EXCAVATION, IMMEDIATELY CALL GRAPHICS AND COR: VA GRAPHICS CENTER ZABLOCKI VA PHONE: 414-384-2000 EXT. 41010 414-384-2000 EXT. 41010 PRIVATE UTILITY COMPANIES FAMILIAR WITH VA GROUNDS ALL LINES UTILITY SERVICES 414-302-9750 OR PRIVATE LINES INC. 888-246-0220 GENERAL NOTES: : 1) MAINTAIN ACCOUNTABILITY FOR TOOLS ON JOBSITE. TOOLS SHALL REMAIN IN CONTRACTOR'S POSSESSION OR WITHIN SECURED CONTAINER ALWAYS DUE TO ENVIRONMENT OF JOB SITE.

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CIVIL SITE NOTES

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CIVIL SITE NOTES

AutoCAD SHX Text EROSION CONTROL NOTES: TEMPORARY CONTROLS TO BE REMOVED AT PROJECT STABILIZATION - SILT FENCE/STRAW BALES SILT FENCE/STRAW BALES - TEMPORARY INLET PROTECTION TEMPORARY INLET PROTECTION SEED MIXES PER SPECIFICATIONS 32 90 00 - PLANTING. CONTRACTOR SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN AND SPECIFIED IN WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSTRUCTION SITE TECHNICAL STANDARDS AND WISDOT EROSION CONTROL PRODUCT ACCEPTABILITY LISTS. EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT TIME OF CONSTRUCTION AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON SITE. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION AFTER A RAINFALL OF 0.5 INCHES OR MORE BUT NO LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY. WRITTEN REPORTS, EROSION AND SEDIMENT CONTROL INSPECTIONS ARE AS REQUIRED BY WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR). SILT FENCE SHALL BE INSTALLED IN LOCATIONS SHOWN ON CONSTRUCTION PLANS. SILT FENCE SHALL BE INSTALLED PER DETAILS ON SHEET C-004. SEDIMENT DEPOSITS: REMOVE FROM BEHIND SILT FENCE WHEN DEPOSITS REACH DEPTH OF 6 INCHES. SILT FENCE: REPAIR OR REPLACE TO MAINTAIN BARRIER. EROSION CONTROL MEASURES SHALL BE MAINTAINED ON CONTINUING BASIS UNTIL SITE IS PERMANENTLY STABILIZED. SITE STABILIZATION INVOLVING SEEDING WHICH IS NOT COMPLETED PRIOR TO SEPTEMBER 15 SHALL BE COMPLETED WITH DORMANT SEEDING BY NOVEMBER 1. SODDING MAY OCCUR ANYTIME SOD IS AVAILABLE AND SOD AND SOIL IS NOT FROZEN. INLET GRATE SCREENS SHALL BE INSTALLED ON EXISTING AND PROPOSED INLETS AND CATCH BASINS. FOR STRUCTURES IN DISTURBED AREAS THAT WILL NOT BE FINISHED AND VEGETATION ESTABLISHED WITHIN 30 DAYS, CURB INLET SEDIMENT BARRIERS SHALL BE USED IN LIEU OF INLET GRATE SCREENS. INLET PROTECTION SHALL BE PER PLAN AND DETAILS. EROSION CONTROL MEASURES MUST BE IN PLACE AT END OF EACH WORKDAY. SEDIMENT DEPOSIT/TRACKING FROM CONSTRUCTION WORK OR STORM EVENTS: CLEAN UP BY END OF EACH DAY. FLUSHING NOT ALLOWED WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE TEMPORARILY BEEN SUSPENDED FOR MORE THAN FOURTEEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF SITE, STABILIZATION SHALL BE IMPLEMENTED WITHIN SEVEN DAYS. TEMPORARY STABILIZATION PRACTICES SUCH AS MULCH/TACKIFIER, EROSION MAT, OR WISDOT TYPE B SOIL STABILIZER (POLYMER) SHALL BE APPLIED TO SOIL SURFACE WHEN SITE IS NOT READY FOR PERMANENT RESTORATION. WHEN STABILIZATION NOT POSSIBLE DUE TO SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE. DUST CONTROL SHALL BE IMPLEMENTED THROUGHOUT CONSTRUCTION AND SHALL UTILIZE METHODS OUTLINED IN WDNR TECH STD. 1068. AT MINIMUM, WATER SPRAY OPEN SOIL AND TRACKING ONCE EACH WORK DAY. MINIMIZE REMOVAL OF VEGETATIVE COVER AND EXPOSURE OF BARE GROUND. PROVIDE SEEDING AND MULCHING, SODDING, DIVERSION OF SURFACE RUNOFF, INSTALLATION OF STRAW BALES OR SILT SCREENS, CONSTRUCTION OF SETTLING BASINS, OR SIMILAR METHODS AS SOON AS POSSIBLE AFTER REMOVAL OF ORIGINAL GROUND COVER AS DESCRIBED IN WISCONSIN DNR TECHNICAL STANDARDS. ANY STOCKPILE THAT REMAINS OVER 7 DAYS MUST BE STABILIZED WITH MIXTURE NO. 20 FROM WISDOT SECTION 630. STORM WATER AND GROUND WATER PUMPED FROM EXCAVATIONS AND/OR DEWATERING WELLS SHALL BE DISPOSED OF IN ACCORDANCE WITH WISCONSIN STATUTES. SEDIMENT BASINS, SEDIMENT TRAPS AND/OR USE OF POLYMERS TO CONTROL SEDIMENT: NOT ALLOWED. DISCHARGE OR PUMPED WATER TO SANITARY SEWERS: NOT ALLOWED. EROSION MAT SHALL CONSIST ENTIRELY OF BIODEGRADABLE COMPONENTS. EVERY SQUARE INCH SHALL BE SECURED TO GROUND: NO BUCKLING, NO GAPS. AFTER SITE IS UNIFORMLY STABILIZED ACROSS 80% OF SITE AREA. REMOVE TEMPORARY EROSION CONTROL MEASURES AND DISPOSE OF PROPERLY. MAINTAIN LOG OF EROSION CONTROL INSPECTIONS, REPAIRS MADE, AND RAIN EVENTS. SUBMIT WITH PAY REQUESTS. PLACE MINIMUM OF 6 INCHES OF TOPSOIL IN AREAS TO RECEIVE PERMANENT SEEDING. MILL, GRIND, AND SCREEN SOD AND TOPSOIL REUSED FROM SITE CLEARING AND GRUBBING. OFF-SITE TOPSOIL: TEST (PHYSICAL AND CHEMICAL) AND PROVE MEETS SPECIFICATIONS, PER EACH SOURCE, AND SUBMIT SAMPLES BEFORE DELIVERY, NUMBER AND TYPE SPECIFIED. NOTES: MAINTAIN CONDITION OF EXISTING TREES/SHRUBS/VEGETATION AND SOD DURING CONSTRUCTION, TO REMAIN AS PART OF THIS CONTRACT. REPAIR ANY DAMAGE AT NO COST TO GOVERNMENT. RESTORE, SEED & MULCH GRASSED AREAS DISTURBED AS PART OF WORK ASSOCIATED WITH THIS CONTRACT. INLET PROTECTION EXISTING CATCH BASINS TO BE PROTECTED WITH WISDOT TYPE "C" INLET PROTECTION DURING CONSTRUCTION ACTIVITIES. REMOVE INLET PROTECTION FROM INLETS IDENTIFIED ON THIS PLAN AND IN NOTES ABOVE (FOR PLAN CLARITY) FOLLOWING SITE STABILIZATION OR PAVING COMPLETION.

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AutoCAD SHX Text TEMPORARY SIGNS (6/C-OO4) NO* SIGN TYPE DESCRIPTION SIGN TYPE DESCRIPTION DESCRIPTION 2 B WAREHOUSE ACCESS OPEN B WAREHOUSE ACCESS OPEN WAREHOUSE ACCESS OPEN 2 B WOMEN'S CLINIC OPEN B WOMEN'S CLINIC OPEN WOMEN'S CLINIC OPEN 4 B ROAD CLOSED B ROAD CLOSED ROAD CLOSED 4 B SIDEWALK CLOSED B SIDEWALK CLOSED SIDEWALK CLOSED 2 B SCI PARKING LOT CLOSED B SCI PARKING LOT CLOSED SCI PARKING LOT CLOSED 2 B SCI PARKING LOT (ARROW UP) B SCI PARKING LOT (ARROW UP) SCI PARKING LOT (ARROW UP) 2 B SCI PARKING (ARROW LEFT) B SCI PARKING (ARROW LEFT) SCI PARKING (ARROW LEFT) 2 B NO THROUGH TRAFFIC NO THROUGH TRAFFIC 4 A TYPE III BARRICADE A TYPE III BARRICADE TYPE III BARRICADE 4 B ROAD WORK AHEAD B ROAD WORK AHEAD ROAD WORK AHEAD 2 B FLAGMEN AHEAD B FLAGMEN AHEAD FLAGMEN AHEAD 4 B CAUTION UNEVEN PAVEMENT B CAUTION UNEVEN PAVEMENT CAUTION UNEVEN PAVEMENT 2 B EXIT CLOSED (PLACE INTERIOR)B EXIT CLOSED (PLACE INTERIOR)EXIT CLOSED (PLACE INTERIOR)

AutoCAD SHX Text PERMANENT SIGNS (8/C004) NO SIGN TYPE DESCRIPTION SIGN TYPE DESCRIPTION DESCRIPTION 41 EN-12.05a HANDICAP PARKINGEN-12.05a HANDICAP PARKINGHANDICAP PARKING

*NUMBER OF SIGNS. SIGNS CAN BE RE-USED FOR MANY SETUPS. TURN OVER TO VA WHEN PROJECT IS SUBSTANTIALLY COMPLETE.

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Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

CIVIL SYMBOLS AND

ABBREVIATIONS

C-003

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

SAN

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AutoCAD SHX Text AC ACRE ACRE ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT AGGR AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE ARV AIR RELEASE VALVE AIR RELEASE VALVE ASPH ASPHALT ASPHALT ASSY ASSEMBLY ASSEMBLY BC BACK OF CURB BACK OF CURB BFP BACKFLOW PREVENTER BACKFLOW PREVENTER BLDG BUILDING BUILDING BLT BUILT BUILT BM BENCHMARK BENCHMARK BNRY BOUNDARY BOUNDARY BO BLOW OFF BLOW OFF C/C CENTER TO CENTER CENTER TO CENTER CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHKV CHECK VALVE CHECK VALVE CI CAST IRON CAST IRON CIR CIRCULAR CIRCULAR CJ CONSTRUCTION JOINT OR CONTROL JOINT CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CND CONDUIT CONDUIT CO CLEANOUT CLEANOUT COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONST CONSTRUCT OR CONSTRUCTION CONSTRUCT OR CONSTRUCTION COR CORNER CORNER CTR CENTER CENTER CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CF CUBIC FEET CUBIC FEET CY CUBIC YARD CUBIC YARD CV CONTROL VALVE CONTROL VALVE DA DRAINAGE AREA DRAINAGE AREA DAT DATUM DATUM DBL DOUBLE DOUBLE DDCV DOUBLE DETECTOR CHECK VALVE DOUBLE DETECTOR CHECK VALVE DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFERENTIAL DIFFERENCE OR DIFFERENTIAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIST DISTANCE DISTANCE DOM DOMESTIC DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DS DOWNSPOUT DOWNSPOUT DW DOMESTIC WATER DOMESTIC WATER EA EACH EACH EC EDGE OF CURB EDGE OF CURB EG EXISTING GRADE EXISTING GRADE EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT EASEMENT EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EW END WALL END WALL EX EXISTING EXISTING EXP EXPANSION EXPANSION F/F FACE TO FACE FACE TO FACE FES FLARED END SECTION FLARED END SECTION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FHA FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FNC FENCE FENCE FOC FACE OF CURB FACE OF CURB FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FPW FIRE PROTECTION WATER SUPPLY FIRE PROTECTION WATER SUPPLY FSP FIRE STANDPIPE FIRE STANDPIPE FT FEET OR FOOT FEET OR FOOT G NATURAL GAS OR GAS LINE NATURAL GAS OR GAS LINE GA GAGE GAGE GAL GALLON GALLON GEN GENERATOR GENERATOR GPD GALLONS PER DAY GALLONS PER DAY GT GREASE TRAP GREASE TRAP GV GATE VALVE GATE VALVE GUT GUTTER GUTTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HANDICAP OR HANDICAPPED HANDICAP OR HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HDWL HEADWALL HEADWALL HH HAND HOLE HAND HOLE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HT HEIGHT HEIGHT HV HOSE VALVE HOSE VALVE HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT IE INVERT ELEVATION INVERT ELEVATION INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INV INVERT INVERT IW IRRIGATION WATER IRRIGATION WATER LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LOC LOCATION LOCATION LONG LONGITUDE OR LONGITUDINAL LONGITUDE OR LONGITUDINAL LOS LINE OF SIGHT LINE OF SIGHT LP LOW POINT OR LIGHT POLE LOW POINT OR LIGHT POLE LT LEFT LEFT MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MEG MEET EXISTING GRADE MEET EXISTING GRADE MEMO MEMORANDUM MEMORANDUM MFG MANUFACTURED OR MANUFACTURE MANUFACTURED OR MANUFACTURE MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MOD MODIFY MODIFY MOT MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC MULT MULTIPLE MULTIPLE MUNIC MUNICIPAL MUNICIPAL MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NORM NORMAL NORMAL NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER PAR PARALLEL PARALLEL PAVT PAVEMENT PAVEMENT PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCCP CONCRETE PAVEMENT CONCRETE PAVEMENT PE POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PG PROFILE GRADE PROFILE GRADE PH PHASE PHASE PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PL PROPERTY LINE PROPERTY LINE PP POWER POLE OR POLYPROPYLENE POWER POLE OR POLYPROPYLENE PR PROPOSED PROPOSED PREV PREVIOUS PREVIOUS PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PRV PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSL PIPE SLEEVE PIPE SLEEVE PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) R RADIUS RADIUS RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN RDC REDUCER REDUCER REQ REQUIRE OR REQUIRED REQUIRE OR REQUIRED RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION ROW RIGHT OF WAY RIGHT OF WAY RR RAILROAD RAILROAD RT RIGHT RIGHT SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCH SCHEDULE SCHEDULE SDL SADDLE SADDLE SECT SECTION SECTION SEP SEPARATE SEPARATE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SGL SINGLE SINGLE SHLDR SHOULDER SHOULDER SOV SHUT OFF VALVE SHUT OFF VALVE SPEC SPECIFICATION SPECIFICATION SF SQUARE FEET SQUARE FEET SS SANITARY SEWER SANITARY SEWER ST STORM DRAIN STORM DRAIN STA STATION STATION STD STANDARD STANDARD STM STEAM STEAM SURF SURFACE SURFACE SURV SURVEY SURVEY SW SIDEWALK SIDEWALK SY SQUARE YARD SQUARE YARD T TELEPHONE TELEPHONE TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TB-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS TOB TOP OF BANK TOP OF BANK TOC TOP OF CURB TOP OF CURB TOPO TOPOGRAPHY TOPOGRAPHY TOS TOE OF SLOPE TOE OF SLOPE TP TELEPHONE POLE TELEPHONE POLE TYP TYPICAL TYPICAL TW TOP OF WALL TOP OF WALL UD UNDERDRAIN UNDERDRAIN UP UTILITY POLE UTILITY POLE UTIL UTILITY UTILITY USGS U.S. GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W WATER LINE WATER LINE WM WATER METER OR WATER MAIN WATER METER OR WATER MAIN WT WATER TABLE WATER TABLE WTR WATER WATER WW WASTE WATER WASTE WATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XFMR TRANSFORMERTRANSFORMER

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CONSTRUCTION FENCE

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TREE PROTECTION

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SANITARY SEWER

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POWER CONDUIT

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STORM SEWER

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WATER MAIN

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UNDERGROUND COMMUNICATIONS

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DIRECTION OF FLOW

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MATCH EXISTING GRADE

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TOP OF CURB EDGE OF PAVEMENT

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ELECTRIC PANEL

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ELECTRIC VAULT

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TC 643.50 EP 643.00

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MINOR CONTOUR

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MAJOR CONTOUR

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SANITARY LINE

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SANITARY FEATURE

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STORM FEATURES

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SILT FENCE

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HIGH VOLTAGE PEDESTOOL

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SPOT ELEVATION

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FIRE DEPT CONNECTION

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FIRE HYDRANT

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FIRE MAIN

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GAS MAIN

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FIBER OPTIC

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CENTERLINE

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FEMA FLOOD ZONE

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PARKING BUMPER

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WATER MAIN REDUCER

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PROPOSED LEGEND

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SUPER SILT FENCE

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SECURITY CONDUIT

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IT CONDUIT

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ELECTRICAL DUCT BANK

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PERMANENT SEEDING

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CONSTRUCTION STAGING AREA

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CONCRETE SIDEWALK

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CONCRETE PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT RESURFACING

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GRAVEL AREA

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BUILDING LIMITS

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ELECTRIC POLE

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TRANSFORMER

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EXISTING TREE

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BENCHMARK

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ELECTRICAL PEDESTAL

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STORM MANHOLE

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SANITARY MANHOLE

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WATER VALVE

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JUNCTION BOX

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FENCE LINE

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ELECTRIC MANHOLE

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CS501

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SECTION NAME

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SECTION LOCATED ON SHEET NO.

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SAN

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SAN

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FDC

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JBOX

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PNL

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HVP

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POLE MOUNTED SIGN

K I N

Z O

N E

R O

A D

W A

L A

N E

TRAFFIC

CONE/BARREL

(TYP. @ 10' O.C.)

W/CAUTION TAPE

BARREL-TO-BARREL.

MAINTAIN IN GOOD

CONDITION

O P

N E

W O

R K

P A

R K

I N

W N

I D

E W

A L K

O T

H E

F F

O A

A R

E A

Y P

W O

R K

T R

U C

K S

C L O

S E

D R

O A

D W

N E

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W O

P A

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I N

L O

SECTION B-B

SCALE: 3" = 1'-0"

RESERVED

PARKING

VEHICLES WITH

VET OR DIS PLATES OR

STATE DISABLED CARD

Building Number:

Project Number:

Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

CIVIL DETAILS

C-004

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

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EXCESS FABRIC

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GEOTEXTILE FABRIC

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FLOW DIRECTION

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ANCHOR STAKE MIN. 18" LONG

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TIEBACK BETWEEN FENCE POST AND ANCHOR

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SILT FENCE

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FLOW DIRECTION

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GEOTEXTILE FABRIC ONLY

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BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL

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FLOW DIRECTION

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MAY BE REQUIRED IN UNSTABLE SOILS

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ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS

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3'-0" MAX.

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3'-0" MAX.

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3'-0" MAX.

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3'-0" MAX.

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FLOW

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FOLD 3" MAX.

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GEOTEXTILE FABRIC

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SUPPORT CORD

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NOTE:

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8'-0" POST SPACING ALLOWED IF A

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WOVEN GEOTEXTILE FABRIC IS USED.

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NOTE: ADDITIONAL POST DEPTH OR TIE BACKS

AutoCAD SHX Text %%uSILT FENCE

AutoCAD SHX Text %%uTRENCH DETAIL

AutoCAD SHX Text %%uSILT FENCE TIE BACK

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TWIST METHOD

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HOOK METHOD

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FLOW DIRECTION

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FLOW DIRECTION

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2'-0" MIN.

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1'-0" MIN.

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WOOD POST

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WOOD POST

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GEOTEXTILE FABRIC

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GEOTEXTILE FABRIC

AutoCAD SHX Text %%uJOINING TWO LENGTHS OF SILT FENCE

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GEOTEXTILE FABRIC

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GEOTEXTILE FABRIC

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WOOD POST

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WOOD POST

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(WHEN ADDITIONAL SUPPORT REQUIRED)

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WOOD POSTS LENGTH 3'-4' 20" DEPTH IN GROUND

AutoCAD SHX Text GENERAL NOTES 1. HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. 2. TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. 3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1½" X 1½" OF OAK OR HICKORY. 4. SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE. 5. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE LENGTH.

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CROSSWALK DETAIL

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WHITE PAINT (TYP)

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INLET PROTECTION, TYPE C (WITH CURB BOX)

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INSTALLATION NOTES

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GEOTEXTILE FABRIC, WISDOT TYPE FF, WOVEN POLYPROPYLENE FABRIC

AutoCAD SHX Text WOOD 2" x 4" EXTENDS 8" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES

AutoCAD SHX Text TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.

AutoCAD SHX Text WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY.

AutoCAD SHX Text FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.

AutoCAD SHX Text FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.

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AND SIGNAGE.

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%%UPARKING STALL LAYOUT

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NTS

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9' MIN.

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9' MIN.

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8' MIN.

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8' MIN.

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ACCESSIBILITY SIGNS

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WALK

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4" PAINTED YELLOW DIAGONAL

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LINES

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SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.

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SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE QUANTITIES

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ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5' ACCESS AISLES AND BE

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DESIGNATED FOR VANS ONLY.

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%%UNOTES:

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REGULAR SPACES

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ACCESSIBLE SPACES

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18' MIN.-20' MAX.

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ACCESSIBILITY SYMBOL

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4" YELLOW PAINTED

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PARKING STALL LINES

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NTS

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NTS

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NTS

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NTS

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NTS

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FLOW

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FLOW

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LINE

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1" DEPRESSION BELOW

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NORMAL FLOW LINE

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GRATE ELEVATION AS SHOWN ON

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CURB AND GUTTER

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PAVEMENT

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%%USECTION A-A

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PAVEMENT

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JOINT

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VAR.3' NOR.

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EDGE OF

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INLET

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TOP OF CURB

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JOINT

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FLOW LINE

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VAR.3' NOR.

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%%UELEVATION

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STORM SEWER DETAILS

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VAR. 3' NOR.

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VAR. 3' NOR.

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CURB & GUTTER EDGE

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CATCH BASIN DETAILS NO SCALE

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SAW CUT

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TYP.

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%%UFOR REPAIRS

AutoCAD SHX Text EXCAVATE MIN 2' AROUND BASIN,SAWCUT WALLS, REBUILD WITH CAST-IN-PLACE CONCRETE 8" THK., DOWELED INTO EXISTING. DOWELS: #5@24" O.C. EPOXY COATED, SET IN EPOXY DOWEL HOLE.

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PAVEMENT

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COVER

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SURFACE

AutoCAD SHX Text NOTE: WHEN WORKING WITH ONE LANE OPEN WHEN WORKING WITH ONE LANE OPEN PROVIDE TWO FLAGMEN, ONE AT EACH END OF BARREL TAPER. ONE SIDE AT A TIME. PROVIDE CONES, CAUTION TAPE, AND SIGNAGE WHEN NO PARKING ALLOWED IN PORTIONS OF PARKING LOTS DUE TO CONSTRUCTION.

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WORK ZONES (TYP)

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SIGN POST DETAIL NO SCALE

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LAWN AREA

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DRY PACKED CONCRETE

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SIGN POST OUTER CASING

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PAVED AREAS:

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DRILLED BOREHOLE

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%%UPLAN VIEW

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CONCRETE FOOTING

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SIGN POST OUTER CASING

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(2) 3/8"x4" LONG S.S. BOLTS (PER LEG) AT BREAKAWAY

AutoCAD SHX Text 3 "x3 "x " 716"x3 "x " 716"x " 316" THK. ALUMINUM TUBE

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PATCH WITH 4" CONCRETE OVER 3/4" TRAFFIC BOND

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PROVIDE 2" SOD IN LAWN AREAS

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4000 PSI

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DRY PACKED CONCRETE

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4000 PSI

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UPPER/LOWER TUBES BUTTED INSIDE OUTER TUBE

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LIGHTWEIGHT WARNING

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LIGHT ATTACHED WITH

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VANDAL RESISTANT

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HARDWARE THROUGH

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UPRIGHT AND RAIL

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(PROVIDE 2).

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REFLECTIVE SILVER (WHITE) TYP.

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REFLECTIVE ORANGE TYP.

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 8"

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6" MIN. 12" MAX.

AutoCAD SHX Text 45d

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3" SQ. STEEL TUBE, 12 GAGE

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" HEX BOLT WITH 1"

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MIN. O.D. FLAT LOCK

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WASHER (12 REQ'D)

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" ANGLE

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FULL WELD AT ALL

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POINTS STUB IS IN

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CONTACT WITH BASE

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" PERFORATED

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SQUARE STEEL

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TUBE (12 GAGE)

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OR 1

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AutoCAD SHX Text "x1

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" ANGLE

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(10 GAGE)

AutoCAD SHX Text 5'-0"

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5'-0" TO 6'-0"

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" ANGLE

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AutoCAD SHX Text 3'-4"

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" DIA. HOLE IN SIGN PANEL FOR

AutoCAD SHX Text "x3" ZINC COATED HEX BOLT WITH

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TIGHTEN NUT TO CUP WASHER IN PANEL

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HOLE.

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AutoCAD SHX Text "x9'-0" 12 OR 14 GAGE

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" HOLES, 1" O.C. ALL FOUR SIDES.

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NUT AND 1

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" FLAT WASHER,

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" THICK.

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" ZINC COATED STEEL HEX

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HOLES, 1" O.C. ALL FOUR SIDES.

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" SIGN PANEL,

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MDO PLYWOOD

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GALVANIZED PSST STEEL TUBING WITH

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%%UTEMPORARY SIGN SUPPORT

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ATTACH STUB TO ANGLE BY

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BOLT WITH NUT (4 REQ'D)

AutoCAD SHX Text 2"x2"x3'-0" 12 OR GAGE GALVANIZED

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SLEEVE PSST STEEL TUBING WITH

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PLACED 6" FROM BOTTOM OF UPRIGHT.

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%%USIGNAGE DETAIL (OR SIMILAR)

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%%UBARRICADE LANE ENCLOSURE

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WELDS ON THREE SIDES

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2" SQ. STEEL TUBE, 12 GAGE, 6"

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HIGH FOR INSERTING UPRIGHT

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5' OR 7'

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%%UTYPE III BARRICADE

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ELEVATION VIEW

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SIDE VIEW

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%%USINGLE LANE ROAD AHEAD

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TRAFFIC CONTROL

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NTS

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AutoCAD SHX Text B

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AutoCAD SHX Text F

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ASPHALT WEAR COURSE, 2"

EXCAVATABLE FLOWABLE FILL, 10"

NATIVE SOIL

ASPHALT BASE

COURSE, 2"

DIRECT BURIED

STEAM CONDUIT

Building Number:

Project Number:

Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

CIVIL DETAILS (CONT.)

C-005

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

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CURB END DETAIL

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CONTRACTION JOINT

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24" CONCRETE CURB AND GUTTER

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TYPICAL CONCRETE SIDEWALK SECTION

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4" BASE AGGREGATE DENSE - 1¼ INCH

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ADDITIVE: PROVIDE 1.5LB/CY POLY FIBER

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INSTALL, ANCHOR, OVERLAP AND MAINTAIN PER MANUFACTURER'S INSTRUCTIONS

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FLUME DETAIL

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(TYP.)

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EROSION CONTROL/TURF REINFORCEMENT MATTING (NORTH AMERICAN GREEN C350 OR EQUAL)

AutoCAD SHX Text NOTES: A) 3500 PSI CONCRETE SHALL BE USED IN CONSTRUCTION OF THE CURB & GUTTER. B) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SLOPE OF THE GUTTER PAN. C) FOR DEPRESSED CURB HEAD SLOPE, USE THE SAME SLOPE AS ADJACENT SIDEWALK. D) THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDE MINIMUM 6" GUTTER THICKNESS MAINTAINED. TRANSVERSE CONTRACTION JOINTS SHALL BE CUT OR SAWED AT MAXIMUM 20 FOOT INTERVALS. E) 1/2" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED TRANSVERSELY IN THE CURB ABUTTING EXISTING CURB AND SIDEWALK, WALLS OR BUILDINGS, AND AT INTERVALS NOT TO EXCEED 300 FEET, WITH PREFERRED LOCATIONS BEING AT RADIUS POINTS OR ANGLE POINTS. F) COMPACTED AGGREGATE BASE COURSE = 1" TRAFFIC BOND.

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COMPACTED AGGREGATE BASE COURSE

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3/4"R MAX.

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HIGH-SIDE CURB

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4" MIN.

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12"/18"/24" PER PLAN

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1/2"/FT BATTER CURB FACE

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MIN

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1/4"/FOOT SLOPE

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7 OZ. FILTERING NON-WOVEN GEOTEXTILE FABRIC

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FORM STAKE OUTSIDE. GEOTEXTILE (TYP.)

AutoCAD SHX Text WORK ASSOCIATED WITH THIS TYPICAL SECTION INCLUDES ASSOCIATED DEMOLITION, PREPARATION AND RESTORATION ONCE CONSTRUCTED. NOTIFY VA COR FOR BASE GRADE INSPECTION.

AutoCAD SHX Text 84"

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PIPE SPACING, 10FT ON CENTER

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2-1/4", 11-1/2 GAUGE GALVANIZED CHAIN LINK FENCE

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WIRE TO SECURE CHAIN TO FENCE POST, SPACE EVERY 15" TYP

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96" LONG, 1-5/8" DIA GALVANIZED STEEL PIPE DRIVEN 24" BELOW GRADE

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FINISHED GRADE

AutoCAD SHX Text 84" LONG, 1-5/8" DIA. GALVANIZED STEEL PIPE SET ON STEEL SURFACE STAND, OR COMPARABLE

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WIRE TO SECURE CHAIN TO FENCE POST

AutoCAD SHX Text SURFACE STAND, TO BE IMPLEMENTED ON IMPERVIOUS SURFACES TO REMAIN. GENERIC DESIGN, CONTRACTOR TO COORDINATE WITH ENGINEER/COTR

AutoCAD SHX Text NOTES: 1. CHAIN LINK CONSTRUCTION FENCING IS TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 2. CHAIN LINK CONSTRUCTION FENCE SHALL BE A MINIMUM OF 72" ABOVE GRADE. 3. CHAIN LINK CONSTRUCTION FENCE SHALL HAVE THE FOLLOWING PROPERTIES: - FENCE SHALL BE INSPECTED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED FOR THE DAY. IF DAMAGED, FENCING SHALL BE REPAIRED IMMEDIATELY. - WHERE CHAIN LINK CONSTRUCTION FENCE IS SHOWN ON IMPERVIOUS SURFACES, POST ARE TO BE ANCHORED ON SURFACE STANDS. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE ON IMPERVIOUS SURFACES TO REMAIN.

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RAILS TOP AND BOTTOM TYPICAL

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36" MIN.

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TOP RAIL

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LINE POST

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TOP RAIL TIE WIRES

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@ 24" CENTERS

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POST TIE WIRES

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@ 15" CENTERS

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BELOW GRADE AND CONCRETE

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BE DRIVE SET TO 40" MIN.

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NOTE: LINE POSTS MAY

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CONCRETE

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HOOK BOLTS

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TERMINAL POST

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STRETCHER BAR

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3/8 IN. DIA. TRUSS ROD

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BRACE RAIL

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OMITTED.

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42" MIN.

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10" MIN. DIA.

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NOTE: ALL POSTS

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ARE 9'-6" MIN.

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NTS

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AutoCAD SHX Text 4' CHAIN LINK FENCE WITH POSTS @ 8' O.C. (MAX.) AT DRIP LINE OF OUTER MOST BRANCHES, REFER TO PLAN FOR LOCATIONS

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DRIP LINE

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%%UCHAIN LINK TREE PROTECTION DETAIL

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NTS

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NTS

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%%UMILL AND RESURFACE PAVEMENT SECTION

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2" MILL AND NEW SURFACE COURSE

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EX. BASE COURSE

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EX. INTERMEDIATE COURSE

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TACK COAT

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%%UCONCRETE PAVEMENT SECTION

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NTS

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6" 4000 PSI 28-DAY COMPRESSIVE STRENGTH, AIR ENTRAINED

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4" WISDOT #56 WISDOT #56 AGGREGATE

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COMPACT SUBGRADE TO 90% ASTM D-698

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TOPSOIL

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NTS

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%%UMOUNTABLE CONCRETE CURB AND GUTTER

AutoCAD SHX Text NOTE: EXPANSION JOINT REQ'D AT CHANGES IN DIRECTION AND CONTRACTION JOINTS EVERY 20'-0"

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12"/FT

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CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. 5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

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1" SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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1/4" DEEP SCORED JOINTS

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1/4" R. (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

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EXPANSION JOINT WITH 1/4" BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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10.5' MAX.

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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CONCRETE CURB + GUTTER DETAIL

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- MILL DOWN SPECIFIED AMOUNT. - CLEAN OFF LOOSE MATERIAL. - ADD TO INTERMEDIATE COURSE: 1) PROVIDE LEVELING COURSE. PROVIDE LEVELING COURSE. 2) PROVIDE GRADING BUILDUP PROVIDE GRADING BUILDUP COURSE WHERE REQUIRED ON PLANS - PROVIDE UNDILUTED TACK COAT. APPLY @ 0.13 GAL/S.Y.

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- VA TO INSPECT TACK COAT VA TO INSPECT TACK COAT WHEN BLACKENED. - PROVIDE 2" THICK ASPHALT PROVIDE 2" THICK ASPHALT WEARING COURSE. - GRADE TO DRAIN TO STORM INLETS

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CRUSHER RUN, 14"-MINUS COMPACTED FILL

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COMPACTED AGGREGATE BASE COURSE

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3/4"R MAX.

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4" MIN.

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1/2"/FT BATTER CURB FACE

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CRUSHER RUN, 14"-MINUS COMPACTED FILL

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1/4"/FOOT SLOPE

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LOW-SIDE CURB

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2" DOWN FROM BACK OF CURB

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2" DOWN FROM BACK OF CURB

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%%UCHAIN LINK CONSTRUCTION FENCE

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%%UCHAIN LINK CONSTRUCTION FENCE

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12"/18"/24" PER PLAN

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%%UPAVEMENT REPLACEMENT

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NTS

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2' DEMO & NEW PER 12/C-005

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2' DEMO & NEW PER 12/C-005

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AutoCAD SHX Text MILL 4" BEFORE NEW PAVEMENT. ADD 4" TEMPORARY FLOWABLE FILL TO MATCH ADJACENT ASPHALT SURFACE.

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Drawing Number:

Dwg. of 31

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

ARCHITECT/ENGINEERS:

Approved (Project Director):

Michelle Dittloff

Revisions:

Date

VA FORM 08-6231

Clement J. Zablocki VAMC

Facility Management Division

Engineer: Mark Mobley

Designer: Mark Mobley

Office of

Construction and Facilities

Management

695-18-106

01/04/2018 MJM JLD

REPAIR ROAD SURFACE BLDG 20

AND VARIOUS AREAS

Milwaukee VAMC, Milwaukee WI

AMENDMENT 02 04/06/182

CIVIL DETAILS (CONT.)

C-006

Milwaukee, WI

Medical Center

5000 W. National Avenue

Dept. of Veterans Affairs

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DETECTABLE WARNING PLATES

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12H:1V SLOPE

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CONC. SIDEWALK

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CURB & GUTTER

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DETECTABLE

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WARNING

AutoCAD SHX Text DETECTABLE WARNING IS 48"x24", CONSISTING OF (2) 24"x24" PLATES CAST INTO NEW CONCRETE, UNPAINTED, CAST IRON, BOLTED. NEENAH MODEL 4984-243, OR VA-APPROVED EQUAL. SURFACE CONSISTS OF RAISED TRUNCATED DOMES, NOMINAL DIAMETER 0.9", NOMINAL HEIGHT 0.2" AND CENTER TO CENTER SPACING OF 2.35".

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NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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90° POINTS0.045" HIGH

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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0.625" HOLE THROUGH EMBEDMENTFLANGES (3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

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SECTION B-B

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SECTION A-A

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DETAIL

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PLAN - TILE

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TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

AutoCAD SHX Text 0.625" [16mm] HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

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90° POINTS0.045" HIGH

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TRUNCATED DOME TACTILE - WARNING STRIP

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NTS

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