ATT 6 589-017 02 Drawing Civil.pdf

LIMITS OF CONSTRUCTION

1"=10'F1 CIVIL SURVEY PLAN - NORTH

1055204.38 2781269.90 932.67

010' 10' 20'5'

VA FORM 08 - 6231

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B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - SURVEY PLAN

NORTH

VF101

STRUBLEPERKINSJULY 21, 2022

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

FENCE LINE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

STEAM MANHOLE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

NATIONAL HISTORIC PRESERVATION

UTILITY TUNNEL

UNDERGROUND COMMUNICATIONS LINE

07/21/2022

EXPIRES: 12/31/23

TREE

SURVEY CONTROL POINT

1"=10'F1 CIVIL DEMOLITION PLAN - NORTH

NOTE:

UTILITY BURY DEPTHS NOT VERIFIED. CONTRACTOR TO POTHOLE VERIFY ALL UTILITIES WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. SEE SHEET CU101 "UTILITY SEPARATION NOTES" FOR STANDARD UTILITY DEPTH AND SEPARATION REQUIREMENTS.

010' 10' 20'5'

EXISTING 12" STORM DRAIN PIPE

QUANTITY UNITS

LF

DESCRIPTION

EXISTING PAVERS SF87

EXISTING 12' RETAINING WALL LF23

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - DEMOLITION PLAN

NORTH

CD101

STRUBLEPERKINSJULY 21, 2022

EXISTING STORM DRAIN CATCH BASIN EA1

EXISTING SIDEWALK SF180

1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, CITY OF KANSAS CITY CODE OF ORDINANCES SHALL

APPLY.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM WATER DISCHARGE.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OR ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO

ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND

APPROVED BY THE CONSTRUCTION OBSERVER.

6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.

8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, ETC.)

9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY

CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.

10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY CONSTRUCTION WORK ON OR ADJACENT TO EXISTING

STREETS.

11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.

12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE

PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH DAY.

13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE OF

INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT PLANS (BMP'S).

14. SEE SHEET VF101 FOR CIVIL ABBREVIATIONS.

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

LEGEND

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

EX. CONCRETE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

UNDERGROUND COMMUNICATIONS LINE

CURB

SEWER CLEAN-OUT

STORM DRAIN INLET

FIRE HYDRANT

EX. SIDEWALK TO BE REMOVED

EX. LANDSCAPE TO BE REMOVED

EX. TO BE REMOVED

CONSTRUCTION FENCING

STREETLIGHT

EXISTING STORM DRAIN PIPE TO BE REMOVED

EXISTING STORM DRAIN CATCH BASIN TO BE REMOVED

EXISTING CONCRETE SIDEWALK / DRIVEWAY TO BE REMOVED

EXISTING PAVERS TO BE REMOVED

EXISTING PORTION OF RETAINING WALL TO BE REMOVED

EXISTING ABANDONED COMMUNICATION MANHOLE TO BE REMOVED

LOCATION OF PROPOSED COLUMN - AREA TO DIG, SAW-CUT AND REMOVE SECTION OF CONCRETE IF PRESENT

EXISTING A/C UNIT TO BE RELOCATED - CONCRETE PAD TO BE REMOVED

EXISTING STREET LIGHT POLE TO BE REMOVED

07/21/2022

EXPIRES: 12/31/23

EXISTING TREE TO BE REMOVED

EXISTING LIGHT POLE EA1

EXISTING PVC ELECTRICAL/TELEPHONE CONDUIT LF90

EXISTING COMMUNICATIONS MANHOLE EA1

EXISTING PVC CONDUIT TO BE REMOVED AND ABANDONED IN PLACE UNDER REMAINING SIDEWALK EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION

EXISTING TREE EA1

EXISTING UTILITY STRUCTURE TO REMAIN, PROTECT IN PLACE

EX. SANITARY

SEWER

MANHOLE

LIMITS OF CONSTRUCTION

NOTE: PEDESTRIAN

ACCESS TO REMAIN

DURING CONSTRUCTION

NOTE: PEDESTRIAN

ACCESS TO REMAIN

DURING CONSTRUCTION

1"=10'F1 CIVIL SITE PLAN - NORTH

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

EXISTING PROPOSED

LIMITS OF CONSTRUCTION

EX. CONCRETE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

FENCE

SEWER/STORM PVC CLEAN-OUT

STORM DRAIN INLET

CONTRACTOR STAGING AREA

010' 10' 20'5'

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - SITE PLAN

NORTH

CS101

STRUBLEPERKINSJULY 21, 2022

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

SAW-CUT LINE

STREETLIGHT

LANDSCAPE

CONCRETE

LANDSCAPE

CONSTRUCT CONSTRUCTION FENCING - SEE DETAIL F6, SHEET CS501A

CONSTRUCT CONSTRUCTION YARD ENTRANCE GATE - (2) 6' CENTER LOCKING

CONSTRUCT 5" CONCRETE SIDEWALK

CONSTRUCT MECH YARD FENCING AND ENTRANCE GATE - 3' LOCKING

CONSTRUCT COLUMN - SEE STRUCTURAL PLANS

CONSTRUCT CONSTRUCTION AND SAFETY SIGN - SEE DETAIL F5, SHEET CG501

07/21/2022

EXPIRES: 12/31/23

FIRE HYDRANT

TREE

7 CONSTRUCT SOD LANDSCAPING

8 CONSTRUCT WOOD CHIP MULCH LANDSCAPING

MRI TRAILER

EXCLUSION ZONE

- NO ACCESS

DEDUCTIVE ALTERNATE 2 - DELETE SITE PREP FOR TEMPORARY MRI'S

AT MAIN CAMPUS AND HONORS CAMPUS ACCEPTED.

NO WORK IN THIS AREA

1"=10'F1 CIVIL SITE PLAN - TEMPORARY MRI LOCATIONS - MAIN CAMPUS

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

EXISTING PROPOSED

LIMITS OF CONSTRUCTION

SIDEWALK

FENCE

010' 10' 20'5'

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed Addition

CIVIL - SITE PLAN

TEMPORARY MRI LOCATIONS

-MAIN CAMPUS

CS101A

STRUBLEPERKINSJULY 21, 2022

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC AND VISUAL INSPECTION CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

SAW-CUT LINE

STREETLIGHT

CONSTRUCT TEMPORARY FENCING - SEE DETAIL F6, SHEET CS501A

CONSTRUCT 2" PVC ELECTRICAL CONDUIT

CONSTRUCT BORE UNDER EXISTING ROADWAY

CONSTRUCT UTILITY TRENCH IN UNPAVED AREA - SEE DETAIL B1, SHEET CS501A

CONSTRUCT UTILITY TRENCH IN PAVED AREA - SEE DETAIL D1 & D6, SHEET CS501A

CONSTRUCT 12"X24" ELECTRICAL PULLBOX - SEE DETAIL D3, SHEET CS501A

CONNECT TO EXISTING TRANSFORMER - SEE ELECTRICAL PLANS

CONNECT TO EXISTING RECEPTACLE - SEE ELECTRICAL PLANS

REMOVE AND CONSTRUCT 4 LF OF 2' CONCRETE VERTICAL CURB

SAW-CUT EXISTING CONCRETE PAVEMENT

KEY MAP

PROJECT SITE

- SEE DETAIL B1, SHEET CS501A

07/21/2022

EXPIRES: 12/31/23

DEDUCTIVE ALTERNATES:

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

DEDUCT ALTERNATE 1 - DELETE ELEVATOR CARS AND HOIST MACHINES

DEDUCT ALTERNATE 2 - DELETE SITE PREP FOR TEMPORARY MRI'S AT MAIN CAMPUS AND HONORS CAMPUS

DEDUCT ALTERNATE 3 - DELETE STAIR IN MRI AREA

DEDUCT ALTERNATE 4 - DELETE RENOVATION OF CORRIDOR C3-20 FLOOR AND WALL FINISHES

DEDUCT ALTERNATE 5 - DELETE RENOVATION OF WAITING ROOM M3-203A, NOURISHMENT M3-209, SOILED LINEN

STORAGE M3-205B, VISITOR TOILET M30205A, AND NETWORK CLOSET F-155

DEDUCT ALTERNATE 6 - DELETE RENOVATION OF 3PATIENT ROOMS (M3-223, M3-224 & M3-225) ALONG WITH

RESTROOMS STORAGE AND CORRIDOR ADJACENT

DEDUCTIVE ALTERNATE 2

- DELETE SITE PREP FOR TEMPORARY MRI'S

AT MAIN CAMPUS AND HONORS CAMPUS ACCEPTED.

NO WORK IN THIS AREA

DEDUCTIVE ALTERNATE 2

- DELETE SITE PREP FOR TEMPORARY MRI'S

AT MAIN CAMPUS AND HONORS CAMPUS ACCEPTED.

NO WORK IN THIS AREA

DEDUCTIVE ALTERNATE 2

- DELETE SITE PREP FOR TEMPORARY MRI'S

AT MAIN CAMPUS AND HONORS CAMPUS ACCEPTED.

NO WORK IN THIS AREA

1"=10'F1 CIVIL SITE PLAN - TEMPORARY MRI LOCATIONS - HONORS CAMPUS

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

EXISTING PROPOSED

LIMITS OF CONSTRUCTION

CONCRETE PAD

SIDEWALK

FENCE

010' 10' 20'5'

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed Addition

CIVIL - SITE PLAN

TEMPORARY MRI LOCATIONS

- HONORS CAMPUS

CS101B

STRUBLEPERKINSJULY 21, 2022

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC AND VISUAL INSPECTION. CONSTRUCTION MAY HAVE OCCURRED ON THIS SITE

SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY VARY FROM THE SURVEYED

CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION, CONTRACTOR TO VERIFY

LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO PROVIDE

NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID

DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN

LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

SAW-CUT LINE

STREETLIGHT

EXISTING ASPHALT TO BE REMOVED

CONSTRUCT 1 1/4" PVC STREETLIGHT CONDUIT

CONSTRUCT ACCESSIBLE RAMP - SEE DETAIL A6, SHEET CS501A

EX. CONCRETE CURB TO BE REMOVED

CONSTRUCT LONG LEG TURN DOWN SLAB - SEE DETAIL D3, SHEET CS501A

EXISTING CONCRETE SIDEWALK/PATIO TO BE REMOVED

EXISTING STREETLIGHT TO BE RELOCATED

CONSTRUCT NEW STREETLIGHT POLE BASE, RE-INSTALL EXISTING STREETLIGHT

CONSTRUCT CONCRETE MRI TRAILER PAD

SAW-CUT EXISTING ASPHALT

CONSTRUCT TEMPORARY FENCING - SEE DETAIL F6, SHEET CS501A

EXISTING STREETLIGHT CONDUIT TO BE RELOCATED

CONSTRUCT 2" PVC ELECTRICAL CONDUIT

CONSTRUCT BORE UNDER EXISTING SIDEWALK

CONSTRUCT UTILITY TRENCH IN UNPAVED AREA - SEE DETAIL B1, SHEET CS501A

CONSTRUCT 12"X24" ELECTRICAL PULLBOX - SEE DETAIL B6, SHEET CS501A

CONNECT TO EXISTING TRANSFORMER - SEE ELECTRICAL PLANS

CONNECT TO NEW RECEPTACLE - SEE ELECTRICAL PLANS

1"=10'F1 CIVIL DEMOLITION PLAN

KEY MAP

PROJECT SITE

- SEE DETAIL F1, SHEET CS501A

ELECTRICAL PULLBOX

CONCRETE CURB

CONSTRUCT CONCRETE CURB - SEE DETAIL B8, SHEET CS501A19

UNDERGROUND ELECTRICAL CONDUIT

LONG LEG TURN DOWN

CURB TO BE DEMOLISHED

ASPHALT TO BE DEMOLISHED

CONCRETE TO BE DEMOLISHED

CONNECT TO EXISTING CONCRETE, MATCH EXISTING GRADE20

- SEE DETAIL E6, SHEET CS501

07/21/2022

EXPIRES: 12/31/23

DEDUCTIVE ALTERNATES:

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

DEDUCT ALTERNATE 1 - DELETE ELEVATOR CARS AND HOIST MACHINES

DEDUCT ALTERNATE 2 - DELETE SITE PREP FOR TEMPORARY MRI'S AT MAIN CAMPUS AND HONORS CAMPUS

DEDUCT ALTERNATE 3 - DELETE STAIR IN MRI AREA

DEDUCT ALTERNATE 4 - DELETE RENOVATION OF CORRIDOR C3-20 FLOOR AND WALL FINISHES

DEDUCT ALTERNATE 5 - DELETE RENOVATION OF WAITING ROOM M3-203A, NOURISHMENT M3-209, SOILED LINEN

STORAGE M3-205B, VISITOR TOILET M30205A, AND NETWORK CLOSET F-155

DEDUCT ALTERNATE 6 - DELETE RENOVATION OF 3PATIENT ROOMS (M3-223, M3-224 & M3-225) ALONG WITH

RESTROOMS STORAGE AND CORRIDOR ADJACENT

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed Addition

CIVIL - DETAIL SHEET

CS501A

STRUBLEPERKINSJULY 21, 2022

NOT TO SCALE

CONCRETE PAVING SECTION

4 X 4 - W4.0 X W4.0 W.W.F. MINIMUM LAP OF

FABRIC SHALL BE 1'-0" FROM END CROSS

WIRES. CUT REINFORCING STEEL WITHIN 3" OF

OUTER EDGES AND ENDS OF SLABS. CURB AND

GUTTER CAST INTEGRAL WITH OR DOWELED TO

PAVEMENT TO HAVE JOINTS COINCIDING WITH

PAVEMENT.

CONCRETE PAVEMENT

COMPACTED CLASS I OR

CLASS II BASE COURSE

COMPACTED SUBGRADE

D6

BACK OF CURB

PLAN

TYPICAL SECTION

FLOWLINE

WEAKENED

PLANE JOINTS

10' (TYP.)

10'

1"

17"6"

7"

NOTES:

1. 1" BATTER ON GUTTER FACE OPTIONAL.

2. WHERE LONGITUDINAL SLOPE IS LESS THAN

0.4%, THE FLOW LINE SHALL BE WATER

TESTED.

1/2" R

12"

6" 1"

1/4"

1" R

CONCRETE

1/2" R

1"

25"

1-1/2" 4-1/2"

4-1/2" 6"

1-1/2"

SEE

NOTE 1

1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT

BEGINNING AND END OF RETURN AND AT 300'

MAX. INTERVALS FOR EXTRUDED CURB AND 30'

MAX. INTERVALS FOR FORMED CURB.

B3NOT TO SCALE

PIPE

OD

12"

MIN

MAX

(TYP)

AREAS WITHIN PUBLIC RIGHTS-OF WAY

TRENCH BACKFILL REQUIREMENTS

ABOVE PIPE ZONE - TYPE II AGGREGATE

BASE BACKFILL COMPACTED TO 90% OF

MAX DENSITY, OR CLSM

EXIST GRADE

4" MIN

BEDDING

PIPE ZONE (INCLUDING BEDDING)

PIPE SIZES 24" AND SMALLER:

TYPE II AGGREGATE BASE BACKFILL

COMPACTED TO 90% OF MAX DENSITY,

OR CLSM

PIPE SIZES LARGER THAN 24" CLSM

ONLY (SEE SPECS)

IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,

USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR

STABILIZATION.

B1

D1

NOT TO SCALE VA STD. SD265600-02F1 NOT TO SCALE F6

#4 @ 24" O.C.

SPLICE LAP 24"

CHAMFER 24"

NOT TO SCALE B6

EX. GRADE

A6

NOT TO SCALE VA STD. SD260541-04D3

NOT TO SCALE F8

NOT TO SCALE B8

NEW 4" THICK CONCRETE

SLAB-ON-GRADEEXISTING

CONCRETE SLAB

6"

COMPACTED

SUBGRADEEXISTING SUBGRADE,

DO NOT DISTURB

3/8" EXPANSION JOINT

PAD & SEALANT

NO. 4 BARS @ 12" O.C.

DRILL & EPOXY INTO

EXISTING SLAB

NOT TO SCALE

CONCRETE CONNECTION DETAIL - TYP.E6

07/21/2022

EXPIRES: 12/31/23

945.75

EX

945.27

EX

933.65

EX

933.45

SW

944.24

EX SW

944.92

BLDG

944.48

BLDG

944.79

BLDG

933.88

BLDG

933.46

BLDG

933.46

BLDG

945.75

BLDG

944.81

BLDG

943.53

BLDG

933.61

SW

933.81

SW

LIMITS OF CONSTRUCTION

943.91

EX SW

944.90

EX SW

932.80

GRATE

944.55

EX SW

944.51

EX SW

944.51

EX SW

933.71

SW

933.85

SW

933.38

SW

LANDSCAPE AREA

-SOD

LANDSCAPE AREA

- WOOD CHIP MULCH

945.42

TOW

933.65

FG

945.2

RIM

CG501

C1

1"=10'F1 CIVIL GRADING PLAN - NORTH

LIMITS OF CONSTRUCTION

BACK OF CURB

CONCRETE

SIDEWALK

EXISTING PROPOSED

SLOPE AND FLOW DIRECTION

QUANTITY UNITS

5" CONCRETE SIDEWALK SF

DESCRIPTION

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SEWER CLEAN-OUT

STORM DRAIN INLET

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING OF THE NOTICE OF INTENT TO THE WISCONSIN STATE WATER RESOURCES CONTROL BOARD FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL BOARD AT THE END OF THE PROJECT.

1,010

FLOW LINE

CONSTRUCT CONSTRUCTION FENCING - SEE DETAIL F6, SHEET CS501A

CONSTRUCT CONSTRUCTION YARD ENTRANCE GATE - (2) 6' CENTER LOCKING

CONSTRUCTION FENCING

010' 10' 20'5'

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - GRADING PLAN

NORTH

CG101

STRUBLEPERKINSJULY 21, 2022

CONSTRUCT 5" CONCRETE SIDEWALK - SEE DETAIL C5, SHEET CG501

SAW-CUT LINE

CONNECT TO EXISTING, MATCH GRADE - SEE DETAIL A5, SHEET CG501

CONSTRUCT MECH YARD FENCING AND ENTRANCE GATE - 6' LOCKING

CONSTRUCT COLUMN - SEE STRUCTURAL PLANS

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

SAW-CUT LINE

STREET LIGHT

CONSTRUCT CONSTRUCTION AND SAFETY SIGN - SEE DETAIL F5, SHEET CG501

CONCRETE MECHANICAL PAD SF214

07/21/2022

EXPIRES: 12/31/23

CONSTRUCT 12' CONCRETE RETAINING WALL - MATCH EXISTING

12' CONCRETE RETAINING WALL LF8

MECH YARD FENCING

MECH YARD ENTRANCE GATE - 3' LOCKING

LF36

EA1

EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE.

- CONTRACTOR TO REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION

EXISTING UTILITY STRUCTURE TO REMAIN, PROTECT IN PLACE

CONSTRUCT CONCRETE MECHANICAL PAD - SEE DETAIL C3, SHEET CG501

SURVEY CONTROL POINT

TREE

FIRE HYDRANT

- SEE DETAIL F5, SHEET CG501

13 CONSTRUCT STORM DRAIN CATCH BASIN - SEE UTILITY PLAN CU101

945.2

RIM

1"=10'F1 CIVIL STORMWATER PROTECTION PLAN - NORTH

LIMITS OF CONSTRUCTION

BACK OF CURB

CONCRETE

SIDEWALK

EXISTING PROPOSED

SLOPE AND FLOW DIRECTION

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SEWER CLEAN-OUT

STORM DRAIN INLET

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING OF THE NOTICE OF INTENT TO THE WISCONSIN STATE WATER

RESOURCES CONTROL BOARD FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL

BOARD AT THE END OF THE PROJECT.

FLOW LINE

CONSTRUCTION FENCING

010' 10' 20'5'

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - STORMWATER PROTECTION PLAN

NORTH

CG102

STRUBLEPERKINSJULY 21, 2022

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE

CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT HIS EXPENSE.

SAW-CUT LINE

STREET LIGHT

QUANTITY UNITSDESCRIPTION

CONSTRUCT GRAVEL BAG INLET PROTECTION

6 EAGRAVEL BAG

GRAVEL BAG

07/21/2022

EXPIRES: 12/31/23

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - GRADING DETAILS

CG501

STRUBLEPERKINSJULY 21, 2022

NOT TO SCALE

CONSTRUCTION AND SAFETY SIGN

VA STD. SD010000-01F8

VA OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT

U.S. Department of Veterans Affairs

TRIPLE C - THE A/E GROUP, LLC(GENERAL CONTRACTOR)

KCVA -INPATIENT MEDICINE BED ADDITION

PROJ. NO. 589-017

CL

PROJECT RENDERING

SITE CONSTRUCTION SIGN

PLAN VIEW

2" x 4" FRAMING

4" x 6"POSTS

FACE

SITE SAFETY PLAN VIEW

2" x 4" FRAMING

4" x 6"POSTS

FACE

U.S. Department of Veterans Affairs

THIS PROJECT HAS WORKED

CL

0 0 0 DAYS

WITHOUT A LOST TIME ACCIDENT

THE LIFE YOU SAVE MAY BE YOUR OWN

GENERAL CONTRACTORS FIRM NAME

ZERO IN ON

SAFETY

ALL VISIBLE SURFACES TO BE

PRIMED AND PAINTED

SIGN ATTACHED TOGETHER WITH

WOOD SCREW & LAG BOLTS

CHANGEABLE NUMBERS

FACE PANEL TO BE AN EXTERIOR GRADE. MDO

SHEERT OR AN ALUMINU M SKIN LAMINATED TO

A WOOD OR PLASTIC CORE IS PREFERRED

WITH EDGES PHYSICALLY SEALED.

4" x 4" POSTS

DEPTH & TYPE OF FOOTING

DETERMINED BY EXISTING

SOIL CONDITIONS.

DEPTH & TYPE OF FOOTING

DETERMINED BY EXISTING

SOIL CONDITIONS.

NEW 4" THICK CONCRETE

SLAB-ON-GRADEEXISTING

CONCRETE SLAB

6"

COMPACTED

SUBGRADEEXISTING SUBGRADE,

DO NOT DISTURB

3/8" EXPANSION JOINT

PAD & SEALANT

NO. 4 BARS @ 12" O.C.

DRILL & EPOXY INTO

EXISTING SLAB

NOT TO SCALE

CONCRETE EDGE DETAIL - TYP.A5

NOT TO SCALE VA STD. SD320523-18

CONCRETE SIDEWALK

NOTES:

1. 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 LOCATIONS AND SHALL

EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A

SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] 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 A FINE

BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm] DEEP

SCORED JOINTS

1/4" [6mm] R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH 1/4"

[6mm] BITUMINOUS JOINT

FILLER

1% MIN. 2%

MAX.

1% MIN.

2% MAX.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5m m]

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

(TYP) PL

AN

S

PL

AN

S

PLAN

'A'

C5C3 NOT TO SCALE

OUTDOOR EQUIPMENT PAD

1.

2.

3.

4.

5.

6.

EQUIPMENT.

MINIMUM 12" THICK

CONCRETE SLAB ON

SUBGRADE.

#4 AT 12" O.C. EACH WAY TOP

AND BOTTOM.

TOOLED EDGE.

EXISTING GROUND

SUBBASE - EXISTING GROUND

COMPACTED TO 95%.

NOTE:

COORDINATE EQUIPMENT PAD

EDGE DIMENSION AND

DIMENSION ABOVE FINISHED

FLOOR REQUIREMENTS WITH

MECHANICAL DRAWINGS.

07/21/2022

EXPIRES: 12/31/23

F1

NOT TO SCALE

PIPE

OD

12"

MIN

MAX

(TYP)

AREAS WITHIN PUBLIC

RIGHTS-OF WAY TRENCH

BACKFILL REQUIREMENTS

ABOVE PIPE ZONE - TYPE II

AGGREGATE BASE BACKFILL

COMPACTED TO 90% OF MAX

DENSITY, OR CLSM

EXIST GRADE

4" MIN

BEDDING

PIPE ZONE (INCLUDING

BEDDING)

PIPE SIZES 24" AND SMALLER:

TYPE II AGGREGATE BASE

BACKFILL COMPACTED TO

90% OF MAX DENSITY, OR

CLSM

PIPE SIZES LARGER THAN 24"

CLSM ONLY (SEE SPECS)

IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,

USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR

STABILIZATION.

E3

HARDWARE KIT

PANEL HEIGHT

NUMBER OF BRACKET KITS PER

POST

77"H 3

HORIZONTAL LOUVERS

VERTICAL FLAT

VERTICAL WIRES

0.08" THICK

2" x 11GA

8GA

NOT TO SCALE

CROSS SECTIONC1

EXTERIOR WALL

WOOD CHIP MULCH OVER

DEWITT PRO-5 FILTER FABRIC

OR APPROVED EQUAL

COLOR: NATURAL

2%

NEW SIDEWALK1% MIN5% MAX

NOT TO SCALE

LATCH

Opening Gate Post Dimensions

PostPanel

77" 4.5' 4" x 4" 11GA or 6" x 6" x 3/16"

S.D.C..B.

OUT=6" PVC

INV.=930.80

6" PVC ELBOW

INV.=930.70

6" PVC STORM S=0.50%

6" PVC STORM S=0.50%

6" PVC ELBOW

INV.=930.53

6" PVC

INV.=930.39

6" PVC STORM

S=1.09%

010' 10' 20'5'

1"=10'F1 CIVIL UTILITY PLAN - NORTH

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING

CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO

UNIFORM PLUMBING CODE & NFPA 24, LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS

APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND

ALL NECESSARY FITTINGS.

7. ALL VALVES SHALL BE ANCHORED PER CITY OF MENLO PARK STANDARD DWG. WA-5.

8. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE

SERVICE.

9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE C.O.R. AND RESOLVED PRIOR TO BEGINNING OF WORK.

10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE

WITH NFPA 24.

1. ALL ELECTRICAL CONDUIT SHOWN IS FOR REFERENCE ONLY. PLEASE SEE ELECTRICAL PLAN EP106 FOR

DETAILED INFORMATION.

2. COMMUNICATIONS CONDUIT SHOWN IS FOR REFERENCE ONLY,

PLEASE SEE TECHNOLOGY SITE PLAN TS101 FOR DETAILED INFORMATION.

APPLICABLE NOTES FROM THE CURRENT IN-PLACE REQUIREMENTS FOR

DEPARTMENT OF VETERANS AFFAIRS FACILITIES: "SITE DEVELOPMENT DESIGN

MANUAL - FEBRUARY 2013"

5.2 GENERAL UTILITY DESIGN REQUIREMENTS

5.2.1 CLEARANCES AND CROSSINGS

THE A/E SHALL DESIGN THE SITE WITH THE FEWEST CROSSINGS OF UTILITIES POSSIBLE. THE A/E SHALL CONSIDER THE FOLLOWING

ORDER OF PRIORITY FOR UNDERGROUND FACILITIES:

● SANITARY SEWER

● STORM SEWER

● WATER MAIN

● OTHER UTILITIES

5.2.6 MINIMUM DEPTH OF COVER

INDICATE BY NOTES ON DRAWINGS OR DETAIL SECTION, THE MINIMUM DEPTH OF COVER REQUIRED OVER EACH SPECIFIC UTILITY SYSTEM. ALL BURIED UTILITIES SHALL HAVE UNDERGROUND DETECTABLE WARNING TAPE INSTALLED IN THE TRENCH.

● MINIMUM COVER FOR STORM SEWER LINES SHALL BE AT LEAST 2’-0” (600 MM) FROM FINISH GRADES.

● TOP OF POTABLE WATER, CHILLED WATER, FUEL AND APPURTENANCES SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST

PENETRATION.

● THE MINIMUM DEPTH OF SANITARY SEWER LINES AT THE TERMINUS POINT SHALL BE 4’-0” (1200MM). WHERE PRACTICAL, TOP OF SEWERS SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION. WHERE SUCH DEPTH BELOW IS NOT PRACTICAL, PROVIDE FREEZE PROTECTION AND/OR SUPPORTING FOUNDATIONS TO A DEPTH BELOW THE FROST LINE AND SECURELY

FASTEN SEWER TO FOUNDATION.

5.2.7 UTILITIES DISTRIBUTION TYPE

THE UTILITY DISTRIBUTION TYPE SHALL BE DETERMINED ON A PROJECT BY PROJECT BASIS. THE A/E MUST CONSIDER THE EXISTING SITE

CONDITIONS AND BUDGET WHEN DECIDING WHAT TYPE TO USE.

5.2.7.1 TRENCHES: GENERALLY, DO NOT INSTALL MORE THAN ONE UTILITY SYSTEM IN THE SAME TRENCH. HOWEVER, DUE TO SITE CONSTRAINTS AND VALUE ENGINEERING CONCEPTS, MULTIPLE UTILITIES IN THE SAME TRENCH WILL BE EVALUATED BY THE GOVERNMENT ON A PER CASE BASIS. PRIOR TO APPROVING ANY MULTIPLE LINE TRENCH, THE A/E SHALL DOCUMENT THAT THE USE OF THE MULTIPLE LINE TRENCH WILL NOT NEGATIVELY IMPACT THE UTILITY SYSTEM, ADEQUATE CLEARANCES ARE PROVIDED FOR THE OPERATION AND MAINTENANCE OF THE SYSTEMS, AND THAT THE JOINT TRENCH WILL NOT POSE ANY CONTRACTIBILITY CONSTRAINTS.

THERE MUST BE A MINIMUM OF 12” (300 MM) BETWEEN THE OUTSIDE DIAMETERS OF ALL PIPES TO OBTAIN THE REQUIRED COMPACTION.

5.2.8 HORIZONTAL CLEARANCE

THE HORIZONTAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE.

5.2.8.1 WATER AND SANITARY SEWER:

MAINTAIN A HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND GRAVITY FLOW SANITARY SEWER/SANITARY SEWER FORCE MAINS OF AT LEAST 10 FEET (3M). THE HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND SANITARY SEWER MAINS MAY BE REDUCED TO 6’-0” (1800 MM) WHEN: LOCAL CONDITIONS PREVENT A HORIZONTAL CLEARANCE OF 10’-0” (3 M), THE WATER MAIN INVERT IS A MINIMUM OF 18” (450 MM) ABOVE THE CROWN OF THE SEWER, AND THE WATER MAIN IS IN A TRENCH, SEPARATED BY UNDISTURBED SOIL. WHEN THE SPECIFIED HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MAIN SHALL BE CONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE PER SPECIFICATION 33 10 00 – WATER UTILITIES, AND THE SANITARY SEWER SHALL BE CONSTRUCTED WITH MECHANICAL JOINT PRESSURE RATED DUCTILE IRON PIPE PER SPECIFICATION 33 30 00 – SANITARY SEWAGE UTILITIES. HORIZONTAL CLEARANCES SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL

QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER MAINS AND SYSTEMS.

5.2.8.2 WATER AND CHILLED WATER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 6’-0” (1800MM) BETWEEN POTABLE WATER MAINS AND RECLAIMED/REUSE AND

CHILLED WATER MAINS.

5.2.8.3 WATER AND STORM SEWER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 5’-0” (1500MM) BETWEEN POTABLE WATER MAINS AND STORM SEWERS.

5.2.8.4 DUCT BANKS AND PIPED UTILITIES:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 3’-0” (900 MM) BETWEEN DUCT BANKS AND PIPED UTILITIES.

5.2.9 VERTICAL CLEARANCE

THE VERTICAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE. FOR INSULATED PIPING, THE CLEARANCE SHALL BE MEASURED TO THE OUTSIDE OF THE INSULATION. AT UTILITY CROSSINGS WHERE ADEQUATE COMPACTION OF THE BEDDING MATERIAL CANNOT BE OBTAINED, USE FLOWABLE FILL IN THE ZONES WERE COMPACTION IS

IMPOSSIBLE OR IMPRACTICAL.

● MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1’-0” (300 MM) BETWEEN ALL UTILITIES AT CROSSINGS UNLESS

OTHERWISE SPECIFIED BELOW.

● AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18” (450 MM), OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER, WHICHEVER IS GREATER.

● WHERE 18” (450 MM) CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER. ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTING BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE OF 10’-0” (3 M) OUTSIDE THE LIMITS OF THE CROSSING.

● SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18” (450 MM). WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER MAIN AND THE FORCE MAIN IS LESS THAN 18” (450 MM), BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS

INDICATED ABOVE FOR ADDITIONAL PROTECTION.

● THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES SHALL BE 2’-0” (300 MM) AND THE MINIMUM

VERTICAL CLEARANCE SHALL BE 18” (450 MM).

● THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18” (450 MM). WHEN THIS VERTICAL CLEARANCE CANNOT BE MAINTAINED, THE INSULATION THICKNESS ON THE STEAM, CONDENSATE, OR HOT WATER MAIN SHALL BE INCREASED BY 50%.

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

CONCRETE SIDEWALK

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

WATERLINE - FIRE

FENCE

SEWER/STORM PVC CLEAN-OUT

STORM DRAIN INLET

UTILITY LINE CAP

FIRE HYDRANT

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL BE

RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR THIS

PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING OF THE

NOTICE OF INTENT TO THE WISCONSIN STATE WATER RESOURCES CONTROL BOARD FOR

COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR SHALL BE

RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS PERMIT, WHICH INCLUDE, BUT ARE

NOT LIMITED TO, THE NOTICE OF INTENT FILING AND ANNUAL FEES FOR MAINTAINING

COVERAGE UNDER THIS PERMIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING

AND IMPLEMENTING THE PROVISIONS SPECIFIED IN THE SWPPP AND THE EROSION

CONTROL PLANS. THE CONTRACTOR SHALL ALSO PROVIDE A "QUALIFIED SWPPP

PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND

WILL ASSIST THE VA IN THE FILING OF A NOTICE OF TERMINATION TO THE STATE WATER

RESOURCES CONTROL BOARD AT THE END OF THE PROJECT.

QUANTITY UNITSDESCRIPTION

FIRE DEPARTMENT CONNECTION

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A& E GROUP

2625 LINDELL BLVD. 2ND FLOOR, 2064

ST. LOUIS, MO 63108

MAT PERKINS

520-481-8548

589-017

B1

4801 Linwood Blvd, Kansas City, MO 64128

KCVA -Inpatient Medicine Bed AdditionCIVIL - UTILITY PLAN

NORTH

CU101

STRUBLEPERKINSJULY 21, 2022

CONSTRUCT 36" X 24" STORM DRAIN CATCH BASIN - SEE DETAIL F1, SHEET CG501

CONSTRUCT 6" PVC STORM DRAIN PIPE - SEE DETAIL E3, SHEET CG501

CONSTRUCT 12" PVC STORM DRAIN CLEAN-OUT, CONNECT TO EXISTING 12" VCP PIPE

BORE UNDER EXISTING WALL

36" X 24" STORM DRAIN CATCH BASIN 1 EA

6" PVC STORM DRAIN PIPE 60 LF

12" PVC STORM DRAIN CLEAN-OUT 1 EA

GENERAL CONTRACTOR TO RETAIN SERVICE FROM INDEPENDENT CONTRACTOR TO VERIFY

AND MARK ON CONSTRUCTION DRAWINGS AND ON SITE THE LOCATION OF ALL

UNDERGROUND UTILITIES ASSOCIATED WITH THIS PROJECT.

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO

PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND

TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR

TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS

EXPENSE.

STREETLIGHT

CONSTRUCT MECHANICAL CONCRETE PAD, RE-INSTALL TRANSFORMER /A.C. UNIT

- SEE ELEC./PLUMBING PLANS FOR ADDITIONAL INFORMATION - SEE DETAIL C3, SHEET CG501

MECHANICAL UNIT- SEE MECHANICAL PLANS

07/21/2022

EXPIRES: 12/31/23

- SEE DETAIL C1, SHEET CG501