Attachment 2h Combined Drawings Construct Addition and Renovated Bldg 60.pdf

LS-03

HARDSCAPE DETAILS

NOTE:

1. BENCH TO BE MODEL PLK60T THERMORY PLANK ADIRONDACK CHAIR BY ANOVA SITE FURNISHINGS OR

APPROVED EQUAL, WWW.ANOVAFURNISHINGS.COM

2. CONTACT BOB EVANS, (314)-495-8357.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

FRONT ELEVATION

SIDE ELEVATION

20.00"

27.50" 32.57"

.1

3"

.1

4"

.7

8"

21.50"

36" ADIRONDACK CHAIR - ANOVA

1'-4"

NOT TO SCALE4

3.

5"

0.

3"

TOP VIEW SIDE ELEVATION

.3

5"

35.16"

2.

.4 8"

Ø52.58"

Ø1.64"

UMBRELLA HOLE

52" DIA TABLE - ANOVA

NOTE:

1. TABLE TO BE MODEL ELV52T - 52" DIA TABLE BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE2

FRONT ELEVATION SIDE ELEVATION BACK ELEVATION

25"

20"

24.12"

8"

22"

.5

9"

100°

24" CHAIR - ANOVA

NOTE:

1. CHAIR TO BE MODEL ELV60T - ELEVATION CHAIR BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE3

OUTDOOR STORAGE SHED

NOTE:

1. STORAGE CABINET TO BE 32 IN. W X 22 IN. D X 76 IN. H MEDIUM

BROWN CYPRESS VERTICAL SHED WITH DROP TABLE BY HOME

DEPOT OR APPROVED EQUAL. WWW.HOMEDEPOT.COM

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE7

VA PURCHASED, VA INSTALLED VA PURCHASED, VA INSTALLED VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

SIDE ELEVATIONFRONT ELEVATION

72" 66"

70.59"

.5

3"

22.74"

100°

8.

NOTE:

1. BENCH TO BE MODEL ELV80T - 6' ELEVATION BENCH BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL, WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

6' BENCH - ANOVA

NOT TO SCALE5

OUTDOOR STORAGE BENCH

NOTE:

1. STORAGE BENCH TO BE MERANTI 51 INCH TEAK OIL WOOD

OUTDOOR STORAGE BENCH OR APPROVED EQUAL.

WWW.HOMEDEPOT.COM

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE8 VA PURCHASED, VA INSTALLED

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 221CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

09-06-23

SIDE ELEVATION FRONT ELEVATION

TOP VIEW

24" 23.13"

9.

.4 9"

.1

3"

44.46"

20.55"

90°

28" 15.37"

7.16"

.7

3" 3.

26.7"

LITTER RECEPTACLE - ANOVA

NOTE:

1. LITTER RECEPTACLE TO BE MODEL ELV45T BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE6

FLUSH

1" M

IN

PAVERS ADJACENT TO BUILDING

NOT TO SCALE

1"

6"

CONCRETE PAVER

2 38" MIN. THICKNESS

CONCRETE BASE, REFER CIVIL

1" MIN. BEDDING SAND GEOTEXTILE

ADJACENT LANDSCAPE

#3 REBAR, CONTINUOUS

INSITU CONCRETE TOE

INSTALL WHERE PAVERS ABUT

LANDSCAPED AREAS

NOTE:

CONTRACTOR SHALL SUBMIT COLOR FOR APPROVAL.

COST OF CONCRETE TOE TO BE INCLUDED WITH PAVER ITEM.

BUILDING THRESHOLD

PLANTING BEDS WITH MULCH

PLANTING BEDS WITH MULCH

PLANTING BEDS WITH MULCH

LP-02

LP-02

LP-02

PLANTING BED

LP-02

SOD DISTURBED AREAS

BERMUDA GRASS SOD

BERMUDA GRASS SOD

LP-02

LP-02

PLANTING BED

PLANTING BED

PLANTING BEDS

PLANTING BED DRAINAGE

PLANTING BED DRAINAGE

LP-02

LP-02

LP-02

LP-01

LANDSCAPE PLAN

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

SCALE: 1"=10'

LANDSCAPE PLAN1

SCALE: 1"=10'

LANDSCAPE PLAN INTERIOR COURTYARD2

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

NOTE:

REFER TO CIVIL FOR DIMENSIONS

OF HARDSCAPE ELEMENTS.

GENERAL NOTES:

1. CONTRACTOR SHALL BE FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR BODILY INJURY AND/OR ANY COST INCURRED DUE TO DAMAGE OF OWNER'S PROPERTY OR SAID UTILITIES. CONTRACTOR SHALL HAND DIG FOOTINGS, PLANTING BEDS, ETC. AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES PRIOR TO ANY EXCAVATION.

2. ANY CONFLICTING INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR THE LANDSCAPE ARCHITECT SHALL ASSUME

THAT THE CONTRACTOR HAS INCORPORATED THE SPECIFIED ITEM.

3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OF DESIGN WHEN UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.

CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO PROVIDE ALL WORK. WORK TO BE COMPLETE IN PLACE

AS SPECIFIED.

5. ALL MATERIALS SHALL BE OF STANDARD, APPROVED AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN ACCEPTED AND INSTALLED. ANY COMMERCIALLY PROCESSED OR PACKAGED MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED PACKAGING BEARING THE

MANUFACTURER'S GUARANTEED ANALYSIS.

6. ADD 2" MIN. DECOMPOSED, STABLE, WEED FREE ORGANIC COMPOST TO ALL PLANTING BEDS AND TILL IN TO A DEPTH OF 6-8". THEN RAKE SOIL SMOOTH

PRIOR TO PLANTING.

7. MULCH ALL PLANTING AREAS WITH 3" MINIMUM GRADE A SHREDDED CEDAR BARK MULCH. COLOR TO BE DARK BROWN.

8. APPLY NON-SELECTIVE SYSTEMIC HERBICIDE (ROUND-UP OR EQUIVALENT) TO KILL ALL LIVE PLANT MATERIAL IN BEDS BEFORE PLANTING AND BEFORE

ADDING MULCH. APPLY PRE-EMERGENT HERBICIDE TO BED AREAS AFTER PLANTING.

9. IN ALL DISTURBED LAWN AREAS AND AS SHOWN, INSTALL U-3 BERMUDA SOD, CYNODON DACTYLON 'U-3'.

10. ALL LAWN AND PLANTING AREAS SHALL SLOPE TO DRAIN A MINIMUM OF 2% POSITIVE DRAINAGE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL BE

RESPONSIBLE AND BEAR COSTS OF RE-LANDSCAPING FOR GRADES.

11. REFER TO SHEET LP-02 FOR PLANTING DETAILS/INSTRUCTIONS.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

BID DOCUMENTS

09-06-23

LP-02

LANDSCAPE DETAILS

MOWSTRIP, CURB,

OR SIDEWALK

SOD AS SPECIFIED

TIGHT BEVELED JOINTS

1"

2"

AMENDED SOIL

ADD 2" OF TOPSOIL AND TILL INTO THE TOP 2" OF EXISTING

SOIL FOR A TOTAL DEPTH OF 4" OF AMENDED SOIL

SOD INSTALLATION

NOT TO SCALE

SOD NOTES:

1. SOD TO BE CYNODON DACTYLON 'U-3' BERMUDA UNLESS OTHERWISE NOTED.

2. ADD 2" OF TOPSOIL AND TILL INTO THE TOP 2" OF EXISTING SOIL FOR A TOTAL

DEPTH OF 4" OF AMENDED SOIL

3. LAY SOD WITHIN 24 HOURS OF HARVESTING.

4. FINISH GRADE AND RAKE LAWN AREAS BEFORE SODDING TO CREATE A

SMOOTH SURFACE FREE OF BUMPS AND RUTS.

5. BUTT ENDS AND SIDES OF SOD TOGETHER TO FORM SOLID MASS WITH

TIGHTLY FITTED JOINTS.

6. STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES.

7. TAMP AND ROLL LIGHTLY TO ENSURE GOOD CONTACT WITH SUBGRADE,

ELIMINATE AIR POCKETS, AND CREATE A SMOOTH SURFACE.

8. LAY SOD ACROSS ANGLE OF SLOPES GREATER THAN 1:3. ANCHORS MUST BE

USED FOR SLOPES GREATER THAN 1:2.

9. WORK SOIL OR FINE SAND INTO MINOR CRACKS BETWEEN PIECES OF SOD.

10. CUT SOD NEXT TO PAVED SURFACES IN A STRAIGHT LINE TO ENSURE A NEAT

FINISHED LOOK.

11. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING.

NOTES:

1. ADD CONTROL JOINTS @ 5' O.C. MIN.

2. ADD EXPANSION JOINTS EVERY 10 CONTROL JOINTS, AT CORNERS AND WHEN

ABUTTING CURBS, WALKS, FOOTINGS OR STRUCTURES.

4. TAPER EDGING TO BE FLUSH WITH FINISHED GRADE ADJACENT TO PAVING OR CURBS.

5. OBTAIN APPROVAL FROM LANDSCAPE ARCHITECT OF FINAL CONCRETE EDGING LAYOUT

PRIOR TO POURING CONCRETE

CONCRETE EDGING 6"X12"

NOT TO SCALE

STIFF BROOM FINISH

4" ROUNDED EDGE

2- #4 REBAR CONTINUOUS

GRADE

3500 PSI CONCRETE

TOP OF CONCRETE BAND

SHALL BE 2" ABOVE GRADE

TO ALLOW FOR MULCH

MULCH

4"

12"

6"

FENCE FOOTING BEYOND

FENCE POST BEYOND

GRAVEL MULCH REFER PLAN

3IN. DEPTH

CURB, SIDEWALK, OR

CONCRETE EDGING

NATIVE SOIL OR SELECT FILL

2" BELOW ADJACENT

PAVING, CURB, SIDEWALK,

OR CONCRETE EDGING

NON WOVEN FILTER FABRIC (3 O.Z. / SY)

- TO EXTEND TO CONCRETE. PROVIDE 6"

MIN. OVERLAP WHERE EDGES JOIN

GRAVEL MULCH - 3" DEEP

NOT TO SCALE

NOTE:

BEAMS TO BE SET LEVEL IN ALL DIRECTIONS

FINISHED GRADE

HACKETT BEAM BOULDER

BY MINICK MATERIALS OR EQUAL

SIZE AS SPECIFIED ON PLAN

PREPARED SUBGRADE

4" COMPACTED

DECORATIVE GRAVEL

BOULDER ON GRAVEL BASE

4"

NOT TO SCALE6

HACKETT BEAM ANTI RAM

BOULDERS TYP

CONTROLLED UNCLASSIFIED INFORMATION - CUI

NOTES:

1. WHERE PLANTING BED ABUTS A BUILDING SLOPE AWAY FROM BUILDING AT 2% MIN SLOPE

PREPARE SOIL IN

THE ENTIRE

BED AS REQUIRED.

PREPARE SOIL FOR SHRUBS

18" DEEP. (FOR LARGER

SHRUB ROOTBALLS, MAKE

DEPTH MIN. 4" DEEPER THAN BALL)

CROWN BEDS TO PROVIDE

POSITIVE DRAINAGE.

3" MULCH

PAVING

EXISTING SUBGRADE OR

BACKFILL SOIL

SCARIFY TO 4-6" TO BIND WITH

NEW SOIL

PLANTING BED PREPARATION

NOT TO SCALE2

PLANTING BED WIDTH VARIES

3" SPECIFIED MULCH

18" SOIL BACKFILL

NO 57 AGGREGATE MIN 12" X 12"

6" AGGREGATE REQUIRED BELOW AND ON

EITHER SIDE OF DRAIN PIPE

4" PERFORATED DRAIN PIPE

3 O.Z./S.Y FILTER FABRIC WRAP COMPLETELY

AROUND AGGREGATE OVERLAPPING ON TOP

FINISHED GRADE

PLANTING BED DRAINAGE

NOT TO SCALE7

NOTES:

1. TREE PROTECTION ZONE REQUIRED AS SHOWN ON PLANS AND WHERE CONSTRUCTION

OPERATIONS MUST TAKE PLACE WITHIN 30' OF EXISTING TREES NOTED TO BE PROTECTED.

2. MAINTAIN BARRIER AT ALL TIMES.

3. SECURELY ATTACH ORANGE VINYL CONSTRUCTION FENCING.

4. REMOVE POSTS AND FENCING AT COMPLETION OF THE PROJECT OR WHEN DIRECTED BY

THE OWNER.

4'

WITHIN TREE PROTECTION

AREA, RETAIN EXISTING

VEGETATION OR APPLY 4"

MULCH.

ORANGE VINYL CONSTRUCTION

FENCING

INSTALL FENCING THE DISTANCE

OF THE DIAMETER OF TREE

CROWN, OR AS SHOWN

6' T-POST BURIED 2' @ 8' O.C.

TREE PROTECTION - ORANGE VINYL

NOT TO SCALE1

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

BID DOCUMENTS

09-06-23

REFER TO MECHANICAL FOR EXACT

LOCATION OF POINT OF CONNECTION #1.

LOCATE IRRIGATION CONTROLLER AT

LOCATION APPROVED BY ARCHITECT.

LOCATE RAIN/FREEZE SENSOR EXPOSED

TO UNOBSTRUCTED RAINFALL AT

LOCATION APPROVED BY ARCHITECT.

BF

C

FS

REFER TO MECHANICAL FOR EXACT

LOCATION OF POINT OF CONNECTION #2

RF

1"

9.78

7.95

9.86

SYMBOL MANUFACTURER/MODEL DETAIL

RAIN BIRD 1804-PRS ADJ 6/LI-02

RAIN BIRD 1804-PRS ADJ 6/LI-02

SYMBOL MANUFACTURER/MODEL DETAIL

RAIN BIRD PEB-PRS-D 4/LI-02

RAIN BIRD 3-RC 5/LI-02

FEBCO 825Y - OUTDOOR 1" 1/LI-02

RAIN BIRD ESP-ME3 WITH LNK WIFI MODULE 2/LI-02

RAIN BIRD WR2-RFC 11/LI-02

RAIN BIRD FS-100-P 3/LI-02

POINT OF CONNECTION

POINT OF CONNECTION

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 10/LI-02

IRRIGATION MAINLINE: PVC SCHEDULE 40 10/LI-02

PIPE SLEEVE: PVC SCHEDULE 40 (2-1/2" MIN) 9/LI-02

4V 6V 18V 4 6 81

08HE-VAN 12HE-VAN

10HE-VAN 15HE-VAN

BF

C

RF

FS

Valve Number

Valve Size

Valve Callout

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM DESIGN PSI PSI @ POC PRECIP

4 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 9.78 30 46.4 0.91 in/h 6 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 7.95 30 45.5 0.63 in/h 7 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 9.86 30 46.6 0.93 in/h

P.O.C.#1 - VALVE SCHEDULE

LI-01

IRRIGATION PLAN

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

SCALE: 1"=10'

IRRIGATION PLAN1

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

BID DOCUMENTS

09-06-23

GENERAL NOTES:

1. ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THERE PLANS AND ACTUAL FIELD

CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.

3. LOCATE AND AVOID ALL SITE UTILITIES. CALL OKIE: 1-800-522-6543.

4. PLACEMENT OF IRRIGATION COMPONENTS (EXCLUDING HEADS AND LATERALS) SHALL BE INSTALLED WITHIN PROPERTY LIMITS. ROUTE MAIN LINE INSIDE PROPERTY

LIMITS AND OUT OF UTILITY EASEMENTS WHEN POSSIBLE.

5. PLACEMENT OF VALVES AND PIPE ARE DIAGRAMMATIC. COORDINATE MAIN LINE AND LATERAL LINE LOCATIONS WITH THE LANDSCAPE PLAN. AVOID TREE

LOCATIONS.

6. CONTRACTOR SHALL VERIFY WATER FLOW AND PRESSURE BEFORE CONSTRUCTION BEGINS. IF THERE ARE ANY DISCREPANCIES CONTACT LANDSCAPE ARCHITECT.

7. LOCATION OF IRRIGATION CONTROLLER SHALL BE APPROVED BY ARCHITECT. CENTER OF CONTROLLER FACE PLATE SHALL BE INSTALLED AT 5'-0" ABOVE FINAL

GRADE. PROVIDE PROPER GROUNDING AS RECOMMENDED BY MANUFACTURER.

8. CONTROLLER SYSTEM IS TRADITIONAL WIRE TECHNOLOGY.

9. INSTALL 1" BACKFLOW PREVENTER DEVICE ACCORDING TO LOCAL CODES AND STANDARDS. PROVIDE HOT-BOX SIZED FOR BACKFLOW WITH HEATER/HEATER TAPE.

10. MAINLINE (SCHEDULE 40 PVC) SHALL BE INSTALLED TO MINIMUM DEPTH OF 30-INCHES AND SHALL BE INSTALLED 18" AWAY FROM ALL FENCE, SIDEWALK AND

BUILDING EDGES (WHERE APPLICABLE).

11. LATERAL LINES (CLASS 200 PVC) INSTALLED TO A MINIMUM DEPTH OF 24-INCHES.

12. PVC PIPE SHALL BE A MINIMUM SIZE OF 1” UNLESS OTHERWISE NOTED ON PLAN.

13. CONTRACTOR SHALL PROVIDE SCH. 40 PVC SLEEVES UNDER ALL PAVED AREAS TO ACCOMMODATE IRRIGATION ACCESS TO ALL AREAS. SLEEVES UNDER PARKING

LOTS OR ROADWAYS SHALL BE 24" DEEP. SLEEVES UNDER PEDESTRIAN SIDEWALKS OR NON-VEHICULAR HARDSCAPE SURFACES SHALL BE A MINIMUM OF 18" DEEP.

SLEEVE PIPE TO BE 2.5 TIMES THE O.D. OF SLEEVED PIPE. ALL WIRE TO BE INSTALLED IN SLEEVE THE SIZE REQUIRED OT EASILY PULL WIRE THROUGH.

14. IRRIGATION CONTRACTOR SHALL PROVIDE ADDITIONAL 2" SCH.40 PVC SLEEVES, IF NOT SHOWN, FOR VALVE WIRING UNDER ALL PAVEMENT CROSSINGS. SAME

DEPTH AS MAIN LINE.

15. SINGLE VALVES TO BE INSTALLED IN 10-INCH MIN. DIAMETER VALVE BOX. TWO OR THREE MULTIPLE VALVES SHALL BE INSTALLED IN STANDARD VALVE BOX. ALL VALVE BOXES TO HAVE BLACK LID, AND SHALL HAVE INTEGRAL COLOR THROUGHOUT. PROVIDE A 3-INCH DEPTH GRAVEL SUMP BELOW EACH VALVE. VALVES TO BE

BY RAINBIRD. BURY TOP OF VALVE BOX FLUSH AND LEVEL WITH FINISH GRADE.

16. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS FENCES, AND HARDSCAPE. THIS INCLUDES BUT NOT LIMITED TO ADJUSTMENT OF THE DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. ALL HEADS TO BE MOUNTED ON POLY-PIPE FLEXIBLE RISERS SWING JOINTS.

17. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.

18. INSTALL KING DRAINS AT ALL LOW POINTS IN A ZONE.

19. ALL SHRUB HEADS SHALL POP-UP A MINIMUM OF 12-INCHES.

20. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR.

21. TEST MAINLINE PRIOR TO INSTALLATION OF LATERALS AT SITE PRESSURE FOR 1-HOUR.

22. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR CLARIFICATION

BEFORE PROCEEDING WITH THE WORK.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORES, IF NEEDED.

A. CONTRACTOR SHALL BORE ALL MAIN LINE AND LATERAL PIPE THAT FALL WITHIN EXISTING TREE DRIP LINES. THERE SHALL BE NO OPEN TRENCHES CUTTING ACROSS ROOT PROFILE UNLESS OPEN TRENCH IS PERPENDICULAR TO TRUNK (WAGON WHEEL) TO MINIMIZE ROOT PROFILE DAMAGE .

NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE

AND RELATED IRRIGATION EQUIPMENT IS SHOWN

WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL

LOCATION OF MAINLINE AND RELATED IRRIGATION

EQUIPMENT SHALL BE WITHIN LANDSCAPED AREA

AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE

AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO

ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN

THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE

HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT

NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL

BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE

OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN

OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL

VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED

REPRESENTATIVE PRIOR TO STARTING WORK.

VALVE SIZE CHART

1" 0-20 GPM

1 1/2" 21-50 GPM

2" 51-80 GPM

CLASS 200 PVC LATERAL PIPE SIZE CHART

PIPESIZE GALLONAGE

1" 0-15

1 1/4" 15-25 1 1/2" 25-35

2" 35-55 2 1/2" 55-80

LI-02

IRRIGATION DETAILS

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

BID DOCUMENTS

09-06-23

" M

AX

O

R

PE

R L

O C

AL

C

O D

E

DIRECTION OF FLOW

SERVICE SIDE

NOTE:

1. ALL THREADED CONNECTION TO BE

MADE USING TEFLON TAPE.

2. ALL CHANGES IN ELEVATION SHALL BE

MADE USING SCH. 40 PVC 45° ELBOWS.

THREADED BALL VALVE. (2) REQUIRED.

MATCH PIPE SIZE.

SCH-40 RISER

8"X12" CONCRETE FOOTING

WITH #3 REBAR CONTINUOUS

REDUCED PRESSURE ZONE ASSEMBLY

BACKFLOW DEVICE FEBCO 825Y

3 O.Z./S.Y. GEOTEXTILE FABRIC

DOUBLE WATERPROOF RECEPTACLE

PVC UNION TWO (2) REQUIRED

BACKFLOW PREVENTOR OUTDOOR

SCH. 80 PVC MALE ADAPTER.

ELECTRICAL SERVICE

HEAT CABLE

8"X12" CONCRETE FOOTING

WITH #3 REBAR CONTINUOUS

18" DEPTH OF 34" WASHED

ROUND RIVER ROCK.

MAIN LINE, SIZE AS PER PLANS

COMPACTED SUBGRADE

DEKORRA ASSE CLASS I (C1) SECURITY ENCLOSURE SIZE TO FIT BACK FLOW PREVENTER,

OR APPROVED EQUAL. BOLTED TO CONCRETE FOOTING. COLOR TO BE BROWN GRANITE

INSULATED POUCH, SIZE TO FIT BACK FLOW PREVENTER

SECURELY ATTACH BASE TO

CONCRETE FOOTING

NOT TO SCALE1

RAIN BIRD ESP-ME3, 22

STATION CONTROLLER

INSIDE WALL MOUNT

1-INCH PVC SCH 40

CONDUIT AND FITTINGS

WIRES TO REMOTE

CONTROL VALVES AND

SENSOR

WIRES TO REMOTE

CONTROL VALVES AND

SENSOR

STANDARD

120V PLUG

NOTE:

1. WIRE LENGTH FROM CONTROLLER TO SENSOR NOT TO EXCEED 200 FEET.

INSIDE FRONT COVER

WALL

CONTROLLER - RAINBIRD ESP-ME3

NOT TO SCALE

120 VAC, 60 HZ INTERNAL

TRANSFORMER

INSIDE CONTROLLER CHASSIS

3" M

IN

30-INCH LINEAR LENGTH

OF WIRE, COILED

WATERPROOF CONNECTION

RAIN BIRD SPLICE-1 (1 OF 2)

ID TAG: RAIN BIRD VID SERIES

REMOTE CONTROL

VALVE:RAIN BIRD PEB

VALVE BOX WITH BLACK COVER:

RAIN BIRD VB-STD

FINISH GRADE/TOP OF MULCH

PVC SCH 80 NIPPLE (CLOSE)

PVC SCH 40 ELL

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

BRICK (1 OF 4)

PVC MAINLINE PIPE

SCH 80 NIPPLE (2-INCH LENGTH,

HIDDEN) AND SCH 40 ELL

PVC SCH 40 TEE OR ELL

PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE

3.0-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

REMOTE CONTROL VALVE - RAINBIRD PEB4

NOTES:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

2. PROVIDE 2 ADDITIONAL KEYS (33DK) AND SWIVELS (SH-0)

FINISH GRADE/TOP OF MULCH

QUICK-COUPLING VALVE: RAIN BIRD MODEL 3DRC

VALVE BOX WITH COVER: RAIN BIRD VB-6RND

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

BRICK (1 OF 2)

PVC SCH 40 TEE OR ELL

PVC MAINLINE PIPE

PVC SCH 40 ELL

PVC SCH 40 STREET ELL

30" T-POST DRIVEN INTO GROUND. QUICK COUPLER TO REST

ON FLAT PORTION OF T-POST (2) PROVIDE STAINLESS STEEL

STRAPS TO SECURE OR EQUIVALENT SUPPORT SYSTEM.

PVC SCH 40 STREET ELL

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

QUICK COUPLER - RAINBIRD

2" M

AX

5X

DIAMETER

OF PIPE

10X DIAMETER

OF PIPE

FINISH GRADE

DOUBLE STRAP SADDLE

RAIN BIRD FS SERIES FLOW SENSOR

36-INCH LENGTH OF COILED

PE-CABLE TO FLOW SENSING

EQUIPMENT AT CCU/SATELLITE

CONTROLLER ASSEMBLY

SEE FLOW SENSOR DETAIL

FOR WIRING DIAGRAM.

VALVE BOX WITH BLACK

COVER - 12-INCH SIZE

CONCENTRIC REDUCER

3-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL

BRICK (1 OF 4)

FINISH GRADE

NORMALLY OPEN MASTER VALVE

36-INCH LENGTH OF COILED PE-CABLE TO

FLOW SENSING EQUIPMENT AT

CCU/SATELLITE CONTROLLER ASSEMBLY

VALVE BOX WITH BLACK

COVER - 12-INCH SIZE

CONCENTRIC REDUCER

BRICK (1 OF 4)

FLOW SENSOR AND MASTER VALVE - RAINBIRD

NOT TO SCALE

NOTE:

ALL VALVE BOXES TO HAVE BLACK LIDS.

NOTES:

1. INSTALL SPRINKLER HEADS 6" FROM FENCE, BUILDING, OR HARDSCAPE UNLESS OTHERWISE

NOTED.

2. INSTALL SPRINKLER HEADS PLUMB.

3. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO

PAVING, FENCES, WALLS, OR BUILDINGS.

1 2"

INSTALL SPRINKLER HEAD FLUSH WITH

FINISHED GRADE IN TURF AREAS

POP-UP SPRAY HEAD, BUBBLER,

OR ROTOR. SEE LEGEND FOR

SPECIFICATION

INSTALL SPRINKLER HEAD 1/2"

ABOVE FINISHED GRADE IN

SHRUB/ GROUNDCOVER AREAS

UNDISTURBED SOIL

POLY PIPE (LENGTH AS REQUIRED)

OR SCHEDULE 40 PVC NIPPLE, SET

AT 45 DEGREE ANGLE

SCH 40 PVC SXSXT TEE FITTING

LATERAL X SPRINKLER INLET SIZE

LATERAL LINE, SEE

SPECIFICATIONS FOR TYPE

REQUIRED. DEPTH 12" MIN.

SPRAY OR ROTOR IRRIGATION HEAD

NOT TO SCALE

NOT TO SCALE

BRASS ISOLATION VALVE

FINISH GRADE.

SET BOX 3" ABOVE GRADE AT SHRUBS.

SET BOX FLUSH TO GRADE AT LAWN.

10" DIAMETER ROUND VALVE

BOX WITH BLACK LID.

FOUR COMMON

BRICK SUPPORTS.

10" DIA. PVC PIPE

EXTENSION, LENGTH

AS REQUIRED.

PVC MAIN LINE.

SLIP/THREAD COUPLING.

6" SCHEDULE 80 THREADED

NIPPLE.

ISOLATION VALVE AS

SPECIFIED.

R

EF

ER

P

IP

E

D

ET

AI

L

NOTE: PLACE 6" DEEP SUMP (MIN) CONSISTING

OF FREE DRAINING AGGREGATE BELOW

BOTTOM OF VALVE

NOTE:

1. WHERE 3 OR MORE IRRIGATION

VALVES ARE SHOWN ADJACENT

TO EACH OTHER INSTALL

ISOLATION VALVE UP STREAM.

2. CENTER VALVE IN BOX

18" MIN

MANIFOLD AND VALVE ASSEMBLY

EQ

LATERAL PIPE

SCH 40 PVC

PVC SCH. 80 TEE

OR ELBOW, TYP.

PA

VE

D S

U R

FA

C

E O

R C

U R

BI

N

G

SCH 40 PVC

MAINLINE CONTINUES

BELOW MANIFOLD LINE

EQ

LATERAL PIPE

LATERAL PIPE

SCH 80 TRANSITION

EQ

AUTOMATIC VALVE, TYP.

SCH. 80 NIPPLES

(BOTH SIDES)

SCH. 80 TEE,

NIPPLE, & ELL

LINE SIZE BALL VALVE

18" MIN

ADDITIONAL VALVES

AS SHOWN ON PLAN.

NOT TO SCALE8

HARDSCAPE SURFACES

CLEAN BACK FILL AS REQUIRED,

TO BE SET IN 6" LIFTS. REFER

TO SPECIFICATIONS FOR

SPECIFIC MATERIAL AND

COMPACTION REQUIREMENTS.

CLEAN SAND

LATERAL LINE WITH SLEEVE

PRESSURE MAIN

LINE WITH SLEEVE

CONTROL WIRES & COMPUTER

HARDWARE WIRE SLEEVE

6"

NOTES:

1. ALL SLEEVES TO BE PVC SCHEDULE 40 & 2-1/2 TIMES THE DIAMETER OF THE WORKING PIPE, UNLESS OTHER WISE SHOWN.

2. ALL SLEEVES TO RUN A MINIMUM OF 18" BEYOND HARDSCAPE EDGES.

3. CLEAN BACK FILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES WITH

INSPECTORS INSTRUCTION.

2" C

LR

M

IN

. D

EP

TH

S:

" U

N D

ER

W

AL

KS

4"

U N

D

ER

D R

IV

EW

AY

IRRIGATION SLEEVE

NOT TO SCALE

2" C

LR

1'

-6

"DETECTABLE MAINLINE TAPE,

6" WIDE, 6MM THICK. INSTALL

8" BELOW FINAL GRADE

2" C

LR

LATERAL

PIPING

TAPE AND BUNDLE WIRING

AT 15 FEET ON CENTER

6"

MAIN LINE PIPE

AND WIRING

1' -0

CONTROL

WIRES

IRRIGATION MAINLINE AND LATERAL PIPE

1' -0

2" C

LR

1' -6

6"

MAIN LINE /

LATERAL PIPE

AND WIRING

6"

LATERAL LINE

IRRIGATION MAINLINE

PROVIDE A 24" WIRE LOOP

(LOOSE) AT DIRECTIONAL

CHANGES (22° OR MORE).

UNTIE LOOPS AFTER ALL

CONDUCTORS HAVE BEEN

SECURED AND CONNECTED.

NOTE:

BACKFILL TRENCHES SHALL BE COMPACTED TO 90%

STANDARD PROCTOR DENSITY.

TOP DRESS TRENCHES

WITH 2" CROWN

TOP DRESS TRENCHES

WITH 2" CROWN

NOT TO SCALE10

1 2 3 4

VT = VALVE TEST

RAIN IRDB

RAIN IRDB

VT MV COM

5 6 7 8 9 10 11 12 AUX

B IRDAINR B IRDAINR

V

ACG

N

D

SE

N

WR2-RFC

WIRELESS SENSOR

WIRING DETAIL

NOTES:

1. FOR BEST PERFORMANCE, THE CONTROLLER INTERFACE SHOULD

BE INSTALLED AT LEAST FIVE FEET ABOVE THE GROUND.

2. INSTALL RAIN/FREEZE SENSOR LOCATED OUT OF SPRINKLER

SPRAY AND EXPOSED TO UNOBSTRUCTED RAINFALL..

C O

M

V

ACG

N

D

SE

N

C O

M

1" PVC SCH 40 CONDUIT AND FITTINGS

FOR VALVE WIRES

CABLE HARNESS FOR

CONTROLLER INTERFACE

(30" MAXIMUM)

RAIN BIRD WR2-RFC WIRELESS

SENSOR CONTROLLER INTERFACE

RAIN BIRD CONTROLLER

SEE WIRING DETAIL

RED OR BLACK

WIRES TO HERE

GREEN OR WHITE

WIRES TO HERE

WALL

RAIN/FREEZE SENSOR - RAINBIRD - WIRELESS

NOT TO SCALE11

3" VALVE BOX WITH BLACK

COVER: RAIN BIRD

VB-STD

FINISH GRADE/TOP

OF MULCH

1" PVC SCH 40 NIPPLE

1" PVC SCH 40 ELL

BRICK (1 OF 4)

PVC MAINLINE PIPE

18" DEPTH OF 3/4"

WASHED CRUSHED STONE

MANUAL DRAIN VALVE

NOT TO SCALE

3 O.Z./S.Y. GEOTEXTILE

FABRIC

SCH 80 PVC TRUE

UNION BALL VALVE

1" PVC SCH 40

NOTE:

LOCATE MANUAL DRAIN VALVE AT THE LOWEST POINT

ALONG IRRIGATION MAINLINE.

12 WIRE SPLICE KITS

1. STRIP 1/2" LENGTH OF WIRE END 2. TWIST WIRE NUT

3. INSERT WIRE SPLICE INTO

GEL FILLED TUBE 4. POSITION WIRES INTO

CHANNELS AND CLOSE

NOTE:

1. USE ONLY WATERPROOF, GELL FILLED SPLICE KITS AS APPROVED BY THE ARCHITECT.

2. DO NOT SPLICE MORE THAN 3 WIRES IN A SINGLE SPLICE KIT.

3. INSTALL ALL WIRE SPLICES IN REMOTE CONTROL VALVE BOXES OR DEDICATED FIELD

SPLICE BOX. DO NOT DIRECT BURY ANY WIRE SPLICES.

NOT TO SCALE13

OF 222

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

SPUR #: 2015

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

TOPOGRAPHIC SURVEY

CS000

OF 222

re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

SPUR #: 2015

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

50' 100'

SCALE: 1" = 50'

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

OVERALL CAMPUS LAYOUT

CS100

1" = 50'

OVERALL CAMPUS LAYOUT1

KELLOGG DR

WATERMAN ST

BU

CK

LE

Y

DR

ED

G

EM

O

O R

S T

SCALE: 1/128" = 1'-0"

7A

5B

5A

161110

13A

35A35

60A

34 34A

1C19A

1B

2A

1A33A

26A

SEE

ENLARGED

LAYOUTS

(CS101,CS102,

CS103,CS104,

CS105,CS106,

CS107,CS108,

CS109,CS110)

ADDITION AND RENOVATION

OF CLC (BUILDINGS 60 & 60A)

OUTDOOR

GARDEN

Drop Inlet Top = 1347.42 (N)=1343.97 (S)=1343.26

Curb Inlet Rim=1348.40 (N)=1344.54 (S)=1344.46

Drop Inlet Top=1347.56 (S)=1345.12 (W)=1345.15 (N)=1345.09

Drop Inlet Top=1349.78

(NE)=1347.74

Drop Inlet Top=1349.58 (N)=1347.57

(SW)=1347.35

(N)=1346.50

Drop Inlet Top=1350.10 (S)=1348.04

Drop Inlet Top=1348.50

(SSW 8" PVC ?)=1343.75

(NW 24" RCP)=1343.68

(NE 30" RCP)=1343.27

Drop Inlet Top=1345.87 (S)=1342.20

Drop Inlet

Curb Inlet Rim=1346.34

(NW)=1340.29

(S)=1340.34

Curb Inlet Rim=1346.86 (N)=1341.66

(WNW)=1341.18

(SE)=1340.56

Drop Inlet Rim=1347.48 (S)=1343.38

Drop Inlet Top=1348.18

(SW)=1337.68

Drop Inlet Top=1348.40 (N)=1345.63 (S)=1345.62

Drop Inlet Top=1347.99 (N)=1345.69

Stairs

Curb Inlet Rim=1348.49 (E)=1343.99 (S)=1343.68

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

G az eb o

Drop Inlet Top=1348.02

(SW)=1345.52

Curb Inlet Rim=1348.53 (W)=1345.45

Drop Inlet Top=1347.09 (E/W)=1344.59

Drop Inlet Top=1347.16 (E/W)=1343.66

Drop Inlet Top=1347.01

(NE 12")=1343.71

(NW)=1342.03

(NE 8")=1342.01

(SW)=1340.03

(SE)=1339.26

Drop Inlet Top=1347.59 (S)=1346.29 (E)=1345.09 (W)=1344.80 (N)=1344.62 (S)=1344.61

Curb Inlet Rim=1347.81 (E/W)=1345.21

Sidewalk Sidewalk Sidewalk Sidewalk

Si de w al k

Sidewalk

Si de w al k

Sidewalk

Sidewalk

Si de w al k

Si de w al k

Si de w al k

Sidewalk

SidewalkSidewalk

Si de w al kSidewalk

Sidewalk

Sidewalk

Si de w al k

Sh ru bs C ov er ed W in db re ak Door

Door

FF=1348.64

Door

Door

FF=1348.60

Door

FF=1348.37

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

SSMH

Rim=1348.32 (N)=1339.31

(SSW)=1339.22

Cleanout 16" Ø Lid

Rain Leader (RL)

Post Indicator Valve

SSMH

Rim=1348.91

(NE)=1339.86

(W)=1339.79 (S)=1339.78

6" San.

8" P

VC

SSMH

Rim=1348.90

(NE)=1340.30

(SW)=1340.17

SWMH (Abandoned??)

Rim=1347.38

(WNW)=1343.94 (6" PVC 3.44')

(N)=1343.28 (6" PVC 4.10')

(W)=1342.20 (8" CLAY 5.18')

(E)=1341.90 (8" 5.48') (N)=1341.94 (8" 5.44')

6" San.

8" VC

P.

Flag Pole

Sign

C O

X Fi be r

C O

X Fi be r

C O

X Fi be r

COX Fiber

COX Fiber

27" RCP

8" P

VC

8" PVC

8" PVC

12" PVC

12" PVC

8" P

VC

8"

P

VC

6" P

VC

" S

W S

Oxygen (per Record Info)

Oxygen (per Record Info)

10" PVC

15" RCP

RCB

(5

'x1 2')

RCB

(5

'x1 2')

RCB

(5

'x1 2')

Brick Building

RL RL

Misc. Pipe on side of bldg

RL

RL

RLRL

Door

Door

Door

RLDoor

Brick Building

Pr ob ed W es t E dg e o f R

CB

Pr ob ed W es t E dg e o f R

CB

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Asphalt Pvmt w/ Conc C&G

As ph al t P vm t w

/ C on c C

&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Conc Pvmt w/ C&G

Conc Pvmt w/ C&G

Asphalt Pvmt w/ Conc C&G

Elec Cabinets

Steam Vault

Electrical Cabinets

Xfrmr Pads

(NW)=1340.1

calc'd per plan

Steam Lines

Steam Lines

Steam Lines

St ea m L in es

Steam MH Vault

Steam Lines

St ea m L in es

Steam Vault

Steam Vault

Brick Building

Temporary Building Temporary Building

Steam Lines

Steam Lines

Steam Lines

Steam Lines

2" G as (Record)

2" Gas (Record)

2" G as (p er G

PRS)

SWMH (possibly abandoned?)

Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

18" R C

P

15" PVC

6"

VCP

" V

C P

15" Tree 20" Tree

27" Tree

10" Tree

3" Tree

15" Tree

15" Tree

12" Tree

16" Tree

30" Tree

12" Tree 8" Tree

15" Tree

15" Tree

8" Tree

18" Tree

12" Tree

18" Tree

18" Tree 5" Tree

Shrubs

Sign Sign

Concrete Base for temp Flag Pole (typ)

Sign

Drop Inlet Rim=1348.15

(SW)=1345.81

8" RCP

6" Storm Pipe Clean-out Appears to be abandoned.

Building #60

SWMH

Rim=1346.53

(4" NE)=1341.18

(4" N)=1341.01 (8" S)=1340.93 (8" W)=1340.83

Record show Electric Line ending here.

Signal Manhole (S3)

Signal Manhole (S2)

Signal Manhole (S4)

Signal Manhole (4A)

D uc tb an k (4

) 4 re co rd

Ductbank (4) 4" (record) (located by others)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

(per record)

Conc. Pad per Private Locator per Private Locator

(per record)

(p er re co rd

(per record)

(per record) pe r G

PR

S pe r G

PRS

per G

PR

S

U nknow n Line (G

PR

S) per GPRS per G

PR

S per G

PR

S

Un kn ow n L ine (G

PR

S)

Unknown Line (GPRS)

BENCHMARK #202 (PNT #1509)

ELEVATION: 1350.56 (NAVD88, GEOID18)

SQUARE CUT SET TOP SOUTH END OF CURB RETURN

CONTROL POINT #102 (PNT #6)

N:1684310.80, E:1667378.52

EXISTING 12" IRON BAR w/ BLUE PEC CAP

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

Manhole MH5 per record

Manhole H11 per record

Drop Inlet Top=1348.30

=1345.70

12" Tree

30" Tree

8" SWS

6" P

VC

8"

S W

S

6" PVC (approx)

8" S an

6" P

VC

8" PVC

10" PVC

(destination uncertain)

24" RCP 30

" R

CP

8" P

VC

" R

C P

8" SWS

10" Unknown

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN SIGN SIGN

SIGN SIGN SIGN

SIGN SIGN

SIGN

" P

VC

15" RCP

Door

Door

Door

8" P

VC

8" PVC

SSMH

Rim=1348.18

(NNE)=1338.99

(SSW)=1338.90

SSMH

Rim=1349.69 (E)=1344.39

(NNE)=1338.47

(W)=1338.43 4" PVC (unknown origin)

RL

12" PVC

Drop Inlet Rim=1347.93

(NW&SE)=1343.43

12" PVC

Drop Inlet Rim=1347.97

(SE)=1344.12 Concrete Pad

Covered Sidewalk

Brick Building

Brick Building

2" Tree

Sump Pump w/ Electrical conduit North & West

2" PVC Discharge to SE

Concrete Mow Strip

Door

SWMH

Rim=1348.01

(NW)=1341.71

(N)=1341.69

(SE)=1341.54

10" PVC Roof

3" Gas

(p er rec ord

3" Gas (per record)

Si de w al k

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

NEW CANOPY

NEW VESTIBULE

FF=±1348.64

(MATCH EXIST)

232323232323

OF

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

O R re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

SPUR #: 2015

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

20' 40'

SCALE: 1" = 20'

LEGEND: .

NEW WATER LINE

NEW 412" CONCRETE SIDEWALK

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINE

EXIST COMMUNICATION LINE

W

COMM

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NEW SANITARY SEWER & MANHOLE

NEW SANITARY SEWER

NEW FENCE

NEW STORM SEWER & JUNCTION BOX

NEW ASPHALT PAVEMENT

NEW BUILDING EXPANSION (RE: ARCH)1

NEW 4 12" CONCRETE SIDEWALK5

6 NEW STORM SEWER SYSTEM

NEW COMBINED FIRE / DOMESTIC LINE

NEW SANITARY SEWER

KEYED NOTES: .

NEW FENCE (SEE NOTE 9) (MATCH EXISTING)

NEW GAS LINE

NOTES: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR

SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE

PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES, AND

TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES

ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF

OSHA REGULATIONS AND THE STATE OF KANSAS LAWS

CONCERNING EXCAVATION.

6. CONTRACTOR SHALL PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE SITE.

7. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION OF

MATERIAL STOCKPILING AND STAGING AREA.

8. ANTI-RAM BOLLARDS SHALL BE PLACED AT EQUAL SPACING,

AND SHALL NOT HAVE AN OPENING GREATER THAN 4-FEET.

9. CONTRACTOR SHALL LOCATE NEW FENCE POST FOUNDATIONS

TO AVOID CONFLICT WITH EXISTING AND NEW UNDERGROUND

UTILITIES.

EXIST STEAM LINESTEAM

EXIST FENCE

NEW CONCRETE (RE: LANDSCAPE)

(GAZEBO)

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

REPLACE EXIST ASPH PVMT

NEW 3' WIDE MEDIAN FOR GATE SYSTEM

BUILDING EXPANSION FOOTPRINT

NEW ANTI-RAM BOULDER (PARTIALLY-RECESSED)

(RE: LANDSCAPE)

NEW REMOVEABLE BOLLARD

NEW GENERATOR (RE: MEP)

NEW TRANSFORMER EXPLOSION MITIGATION WALL

(RE: STRUCT)

SITE LAYOUT

CS101

1" = 20'

SITE LAYOUT1

15NEW INTERIOR COURTYARD AREA (RE: LANDSCAPE)

NEW MEDITATION GARDEN AREA (RE: LANDSCAPE)

NEW OUTDOOR GARDEN AREA (RE: LANDSCAPE)

CONSTRUCTION FENCE16

CONSTRUCTION & SAFETY SIGN (SEE NOTE 6)17

TEMPORARY CONSTRUCTION FENCE

FM NEW SANITARY FORCE MAIN

NEW GAS LINE RELOCATION18

NEW ADA RAMP19

NEW ILLUMINATION FIXTURE (RE: MEP)20

NEW UNDERGROUND FUEL TANK (RE: MEP)21

NEW TELECOMMUNICATION LINE (RE: MEP)

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

T

UGE

CONTRACTOR STAGING AREA (COORDINATE w/ VA)22

NEW FLAG POLE HOLDER (11 TOTAL)23

NEW TRANSFORMER (RE: MEP)24

NEW ANTI-RAM BOLLARD (SEE NOTE 8)25

NEW BLDG COLUMN (TYP)(RE: ARCH/STRUCT)

NEW ANTI-RAM BOLLARD

NEW FLAG POLE BASE/SUPPORT

NEW ANTI-RAM BOULDER (RE: LANDSCAPE)

NEW 8-FOOT WIDE DOUBLE SWING GATE26

NEW VEHICLE BARRIER LIFTMASTER MEGA ARM TOWER

WITH 12-FOOT ARMS, OR APPROVED EQUAL (RE: CS203)27

NEW FENCE (SEE NOTE 9) (RE: LANDSCAPE)28

(N)=1343.97 (S)=1343.26

Curb Inlet Rim=1348.40 (N)=1344.54 (S)=1344.46

Drop Inlet Top=1347.56 (S)=1345.12 (W)=1345.15 (N)=1345.09

Drop Inlet Top=1349.78

(NE)=1347.74

Drop Inlet Top=1349.58 (N)=1347.57

(SW)=1347.35

(N)=1346.50

Drop Inlet Top=1350.10 (S)=1348.04

Drop Inlet Top=1348.50

(SSW 8" PVC ?)=1343.75

(NW 24" RCP)=1343.68

(NE 30" RCP)=1343.27

Drop Inlet Top=1345.87 (S)=1342.20

Drop Inlet

Curb Inlet Rim=1346.34

(NW)=1340.29

(S)=1340.34

Curb Inlet Rim=1346.86 (N)=1341.66

(WNW)=1341.18

(SE)=1340.56

Drop Inlet Rim=1347.48 (S)=1343.38

Drop Inlet Top=1348.18

(SW)=1337.68

Drop Inlet Top=1348.40 (N)=1345.63 (S)=1345.62

Drop Inlet Top=1347.99 (N)=1345.69

Stairs

Drop Inlet Top=1348.03 (N)=1345.03

Curb Inlet Rim=1348.49 (E)=1343.99 (S)=1343.68

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

Drop Inlet Top=1345.66

(NNW)=1342.28

(SE)=1340.93

G az eb o

Gazebo

Drop Inlet Top=1348.02

(SW)=1345.52

Curb Inlet Rim=1348.53 (W)=1345.45

Drop Inlet Top=1347.09 (E/W)=1344.59

Drop Inlet Top=1347.16 (E/W)=1343.66

Drop Inlet Top=1347.01

(NE 12")=1343.71

(NW)=1342.03

(NE 8")=1342.01

(SW)=1340.03

(SE)=1339.26

Drop Inlet Top=1347.31 (N/S)=1343.97

Drop Inlet Top=1347.51 (N/S)=1344.23

Drop Inlet Top=1347.59 (S)=1346.29 (E)=1345.09 (W)=1344.80 (N)=1344.62 (S)=1344.61

Curb Inlet Rim=1347.81 (E/W)=1345.21

Si de w al k

Sidewalk Sidewalk Sidewalk Sidewalk

Si de w al k

Si de w al k

Concrete Sidewalk Area

Conc. Pad

Conc. Pad

Conc. Pad

Si de w al k

Sidewalk

Si de w al k

Sidewalk

Sidewalk

Si de w al k

Si de w al k

Si de w al k

Sidewalk

SidewalkSidewalk

Si de w al kSidewalk

Sidewalk

Sidewalk

Si de w al k

Sh ru bs C ov er ed W in db re ak Door

Door

FF=1348.64

Door

Door

FF=1348.60

Door

FF=1348.37

Shed

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

SSMH

Rim=1348.32 (N)=1339.31

(SSW)=1339.22

Cleanout 16" Ø Lid

Rain Leader (RL)

Post Indicator Valve

SSMH

Rim=1348.91

(NE)=1339.86

(W)=1339.79 (S)=1339.78

6" San.

8" P

VC

SSMH

Rim=1348.90

(NE)=1340.30

(SW)=1340.17

SWMH (Abandoned??)

Rim=1347.38

(WNW)=1343.94 (6" PVC 3.44')

(N)=1343.28 (6" PVC 4.10')

(W)=1342.20 (8" CLAY 5.18')

(E)=1341.90 (8" 5.48') (N)=1341.94 (8" 5.44')

6" San.

8" VC

P.

Flag Pole

Sign

C O

X Fi be r

C O

X Fi be r

C O

X Fi be r

COX Fiber

COX Fiber

8" P

VC

" P

VC

27" RCP

8" P

VC

8" PVC

8" P

VC

" P

VC

8" PVC

12" PVC

12" PVC

8" P

VC

8"

P

VC

6" P

VC

" S

W S

Oxygen (per Record Info)

Oxygen (per Record Info)

10" PVC

15" R C

P

8" PVC

8" P

VC

15" RCP

RCB

(5

'x1 2')

RCB

(5

'x1 2')

RCB

(5

'x1 2')

4' Faux Wood Fence4' Faux Wood Fence

4' F au x

W oo d Fe nc e

4' F au x

W oo d Fe nc e

C ha in -li nk F en ce w / 3

-B W

Chain-link Fence w/ 3-BW

Brick Building

RL RL

Misc. Pipe on side of bldg

RL

RL

RLRL

Door

Door

Door

RLDoor

Brick Building

Pr ob ed W es t E dg e o f R

CB

Pr ob ed W es t E dg e o f R

CB

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Asphalt Pvmt w/ Conc C&G

As ph al t P vm t w

/ C on c C

&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Conc Pvmt w/ C&G

Conc Pvmt w/ C&G

Asphalt Pvmt w/ Conc C&G

Elec Cabinets

Steam Vault

Electrical Cabinets

Xfrmr Pads

(NW)=1340.1

calc'd per plan

Steam Lines

Steam Lines

Steam Lines

St ea m L in es

Steam MH Vault

Steam Lines

St ea m L in es

Steam Vault

Steam Vault

Brick Building

Temporary Building Temporary Building

Steam Lines

Steam Lines

Steam Lines

Steam Lines

2" G as (Record)

2" Gas (Record)

2" G as (p er G

PRS)

2" Gas (per GPRS)

2" Gas (per GPRS)

Bric k P av ers

Unknown per G PRS, (p ossi ble 3" G as p er re cord)

SWMH (possibly abandoned?)

Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

18" R C

P

15" PVC

6"

VCP

" V

C P

15" Tree 20" Tree 18" Tree 20" Tree 20" Tree 18" Tree

24" Tree

15" Tree

12" Tree 10" Tree

12" Tree

30" Tree

24" Tree

15" Tree

15" Tree

27" Tree

10" Tree

3" Tree

15" Tree

15" Tree

12" Tree

16" Tree

30" Tree

12" Tree 8" Tree

15" Tree

15" Tree

8" Tree

18" Tree

12" Tree

18" Tree

18" Tree 5" Tree

Shrubs

Sign Sign

Concrete Base for temp Flag Pole (typ)

Sign

Drop Inlet Rim=1348.15

(SW)=1345.81

8" RCP

6" Storm Pipe Clean-out Appears to be abandoned.

Building #60

SWMH

Rim=1346.53

(4" NE)=1341.18

(4" N)=1341.01 (8" S)=1340.93 (8" W)=1340.83

Record show Electric Line ending here.

Signal Manhole (S3)

Signal Manhole (S2)

Signal Manhole (S4)

Signal Manhole (4A)

D uc tb an k (4

) 4 re co rd

Ductbank (4) 4" (record) (located by others)

Ductbank (4) 4" (record) (located by others)

Emergency Call Box

Br ic k Pa ve rs

Brick Pavers

Concrete Planter

R ai se d

G ar de n

Be d

R ai se d

G ar de n

Be d

Br ic k Pa ve rs

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

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