ATTACHMENT 2 - Drawings 1 of 2.pdf

212 N. CRAWFORD AVE.

NORMAN, OK. 73069

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

US ROUTE 400

IN

T

E R

S T

A T

E

HWY 96

IN

TERSTATE 35

US ROUTE 400

E WATERMAN ST

E KELLOGG DR N

S E

D G

E M

O O

R S

T

ROBERT J. DOLE

VA MEDICAL

CENTER

N

O L

IV

E R

ROBERT J. DOLE VA MEDICAL CENTER & REGIONAL OFFICE

CENTER

RENOVATE FOR RELOCATION OF ONCOLOGY, HEMATOLOGY

AND DIALYSIS 1ST FLOOR, WICHITA, KS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:5

:3

P

M

G-001

COVER SHEET AND SHEET INDEX

Prime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

VICINITY MAP

ALTERNATE SUMMARY:

ALTERNATE NO. 1: DELETE REQUIREMENT FOR PANIC FOBS.

ALTERNATE NO. 2: EXISTING VESTIBULE TO REMAIN. DEMO AND MODIFY PORTIONS ONLY AS

NEEDED TO ACCOMMODATE EXPANSION OF VESTIBULE AS INDICATED ON

BASE BID DOCUMENTS.

ALTERNATE NO. 3: DELETE PLACEMENT OF BOLLARDS ACROSS DROP OFF DRIVE. DEMO AND

REMOVE DROP OFF DRIVE AND REPLACE WITH SOD TO THE EXTENT

INDICATED ON DRAWINGS.

SHEET INDEX

SHEET NO. SHEET NAME

M601 MECHANICAL SCHEDULES SHEET

M602 MECHANICAL CONTROLS SHEET

M603 MECHANICAL CONTROLS SHEET

M604 MECHANICAL AIR BALANCE

ELECTRICAL

EA001 ELECTRICAL NOTES, LEGENDS & ABBREVIATIONS

ED101 ELECTRICAL LIGHTING DEMO SHEET

ED102 ELECTRICAL POWER & FIRE DEMO SHEET

EL101 ELECTRICAL LIGHTING PLAN

EP101 ELECTRICAL POWER PLAN

EP102 ELECTRICAL SCHEDULES SHEET

EP103 ELECTRICAL PWR PLAN - ELEVATIONS

EP104 ELECTRICAL PWR PLAN - ELEVATIONS

EP105 ELECTRICAL DETAILS SHEET

ES101 ELECTRICAL FIRE ALARM PLAN

TELECOMMUNICATIONS

TD101 TECHNOLOGY DEMO SHEET

TF100 TECHNOLOGY SITE PLAN

TF101 TECHNOLOGY FLOOR PLAN

TF102 TECHNOLOGY FLOOR PLAN - CABLE RUN LAYOUT

TF301 TECHNOLOGY ENLARGED PLAN

TF400 TECHNOLOGY NOTES AND LEGENDS

TF501 TECHNOLOGY DETAILS

TF502 TECHNOLOGY DETAILS

TF503 TECHNOLOGY DETAILS

TF504 TECHNOLOGY DETAILS

TF505 TECHNOLOGY DETAILS

TF506 TECHNOLOGY DETAILS

TF600 TECHNOLOGY SCHEDULES

SHEET INDEX

SHEET NO. SHEET NAME

INTERIORS

IN101 FIRST FLOOR LOBBY ANNOTATION PLAN

IN102 EQUIPMENT / INTERIOR ANNOTATION PLAN

IN103 FIRST FLOOR PATTERN PLAN

IN104 FIRST FLOOR SIGNAGE PLAN

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN210 INTERIOR SECTIONS & DETAILS

IN501 ROOM FINISH SCHEDULE / TRANSITION DETAILS

FIRE PROTECTION

FA001 FIRE PROTECTION LEGEND & DETAILS

FD101 FIRE PROTETCTION - DEMOLITION - FIRST FLOOR

FA101 FIRE PROTECTION PLAN FIRST FLOOR

PLUMBING

PA001 PLUMBING LEGENDS, SYMBOLS & ABBREVIATIONS

PD100 PLUMBING PLAN BASEMENT DEMOLITION

PD101 PLUMBING PLAN FIRST FLOOR DEMOLITION

PL101 PLUMBING PLAN FIRST FLOOR - OVERALL

PL102 PLUMBING PLAN BASEMENT

PL103 PLUMBING PLAN - FIRST FLOOR

PL501 PLUMBING DETAILS

PL901 PLUMBING ISOMETRICS

MECHANICAL

M001 MECHANICAL NOTES, LEGENDS & ABBREVIATIONS

MD111 MECHANICAL DUCTWORK DEMOLITION PLAN - BASEMENT

MD112 MECHANICAL DUCTWORK DEMOLITION PLAN - FIRST FLOOR

MD122 MECHANICAL PIPING DEMOLITION PLAN - FIRST FLOOR

MH101 MECHANICAL DUCTWORK PLAN - BASEMENT

MH102 MECHANICAL DUCTWORK PLAN - FIRST FLOOR

MP102 MECHANICAL PIPING PLAN - FIRST FLOOR

M501 MECHANICAL DETAILS SHEET

M502 MECHANICAL DETAILS SHEET

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-101 LIFE SAFETY PLAN

CIVIL

CD101 EXISTING, DEMOLITION & STORM WATER POLLUTION

PREVENTION PLAN

CS101 SITE PLAN

CG101 GRADING PLAN

CP101 PAVING PLAN

CP501 SITE DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 SPECIAL INSPECTIONS

S003 3-D VIEW

S101 FOUNDATION AND FRAMING PLAN

S501 FOUNDATION DETAILS

S502 FOUNDATION DETAILS

S521 FRAMING DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS

A-002 SYMBOLS, MOUNTING HEIGHTS

A-003 WALL PARTITIONS

AD102 FIRST FLOOR DEMOLITION PLAN

AE101 OVERALL FIRST FLOOR PLAN

AE102 FIRST FLOOR DIMENSION PLAN

AE103 FIRST FLOOR ANNOTATION PLAN

AE110 ROOF PLAN - VESTIBULE

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 WALL SECTIONS / PLAN DETAILS

AE501 DOOR SCHEDULE / DOOR AND WINDOW DETAILS

AE502 EXTERIOR WINDOW ELEVATIONS

AC101 FIRST FLOOR CEILING PLAN

Revisions: Date:

BJPM99

Text Box 5/15/20

DN

2 2

1 1

2 2

2 22

2 2

2 2

2 2

S S

S S

1 1

TO BLDG #4 & #60 BASEMENT

SLOPE SLOPE

LADDER

LADDER

0CORR

001A 001 0ELEV

008A

0STAIRC

014A

014A

019A

ROOM

LOUNGE

ELECTRICAL CLOSET

GENERAL

CLOSET

MECHANICAL ROOM

MECHANICAL

ROOM

ROOM

HAC

MECHANICAL

ROOM

ELECTRICAL

CLOSET

MECHANICAL ROOM

WOMEN'S

ELEVATOR

ELEVATOR

MACHINE

ROOM

STORAGE

VESTIBULE

ELEVATOR

CORRIDOR

DIRTY

SHAFT

LINEN

MECHANICAL

STAIR

OFFICE

STAFF

TOILET

LOCKER

LOCKER ROOM

MEN'S

STORAGE

GENERAL

STORAGE

GENERAL

STORAGE

GENERAL

STORAGE

TELEPHONE

GENERAL

STORAGE

CLOSET

TELEPHONE

ROOF OF

FIRST FLOOR

ROOF OF

FIRST FLOOR

EPDM ROOF

RE C-DE6

SCUPPER

PARAPET

SCUPPER

RE C-DE6

EPDM ROOF

PARAPET

RE C-DE6

SCUPPER

225224222216B

216A

2B123

215A

2STAIR-W

226A

202203

222A

200 286

2CORR

2ELEV

220A

241240

237A

2STAIR-C

262261

209A

2STAIR-E

256A

280A

2STAIR-SE

CORRIDOR

ROOM

OFFICE OFFICE OFFICE

CONFERENCE ROOM

NURSE

STATION

1-BED ROOM

MALE PATIENT

TOILET

BED ROOM

ON-CALLOFFICE

OFFICE

SOILED UTILITY ROOM

MEDICATION

CONFERENCE ROOM

LINEN ROOM

LOUNGE

LOUNGE

MALE

VISITOR TOILET

OFFICE

CHAPEL

STORAGE

TOILET

CHAPEL

OFFICE

PREP

ELECTRICAL

IRM

CLOSET

LAUNDRY

OFFICE

OFFICE

HSK

STORAGE

CONFERENCE

OFFICE

OFFICE

CHIEF

STORAGE

CHIEF

OFFICE

ELECTRICAL

CLEAN

ROOM

SHAFT

TELEPHONE

EXAM/TREATMENT ROOM

LOCKER OFFICE

HSK

CLOSET

FIRE

EXTINGUISHER

CLOSET

FIRE

EXTINGUISHER

CLOSET

STAIR

ELEVATOR

CORRIDOR

CORRIDOR

1-BED ROOM

1-BED ROOM

1-BED ROOM

1-BED ROOM

1-BED ROOM1-BED ROOM

EQUIPMENT ROOM

EXAM/

TREATMENT

ROOM

ROOM

STAFF TOILET

CLOSET

GENERAL

OFFICE

GENERAL

STORAGE

LOUNGE

GENERAL

STORAGE

GENERAL

OFFICE

CLINICAL

TOILET

STAIR

VISITOR

TOILET

BED ROOM

ON-CALL

SOILED UTILITY

ROOM

ELECTRICAL

CLOSET

UTILITY ROOM

CHIEF

TELEPHONE

LAB

SUPPLIES

WARD

TELEPHONE

1-BED

STAIR

1-BED ROOM

CLOSET

STAFF

TOILET

1-BED ROOM

1-BED ROOMCLEAN

GENERAL

STORAGE

CLOSET

ROOM

1-BED

ROOM

MALE PATIENT

TOILET

STAIR

FIRE

EXTINGUISHER

CLOSET

TOILET

TOILET

TOILET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET CLOSET

COUNTER

COUNTER

COUNTER

COUNTER

C

OU

N

TE

R

COUNTER

341340

301302

324323

303304

320319

325A

314B

319A

3STAIRW

3ELEV

3CORR

350A

374 373

353A 355

3STAIRE

356 357

357A

358 359

362A

363A

367 366

321A

365A

363B

313 312

3STAIRC

STAIR

23 HOUR OBSERVATION

MEDICAL CARE

INPT.

INPT. MEDICAL CARE

MEDICAL CARE

INPT.

INPT. SURGICAL INPT. SURGICALSTORAGE OFFICE SHOWER

TOILET

SURGICAL

INPT.

DUCT CHASE

PATIENT ROOM

ELECTRICAL

NURSING STATION

EMPLOYEE LOUNGEOFFICEPATIENT ROOMPATIENT ROOMMEDICAL ROOMSTORAGE

ELECTRICAL

PATIENT ROOM

PATIENT ROOM

DOCTORS WORK STATION

MEDICAL ROOM

UTILITY ROOM

PATIENT ROOM

PATIENT ROOM PATIENT ROOM

PATIENT ROOM

TELECOM

PATIENT ROOM STORAGE PATIENT ROOM

PATIENT ROOM

LOCKER ROOM

HSK

NURSE MANAGER

OFFICE NURSE OFFICE

RN OFFICE

PATIENT ROOM PATIENT ROOM MED.ROOM PATIENT ROOM

PATIENT ROOM PATIENT ROOM PATIENT ROOM

DOCTORS WORK STATION

PATIENT ROOM

PATIENT ROOM

PATIENT ROOM PATIENT ROOM

PATIENT ROOM

TOILET TOILET TOILET

STAIR

CORRIDOR

ELEVATOR

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET TOILET

TOILET

STAIR

TOILET

MED.ROOM

TOILETTOILETTOILET

CLOSET

CLOSET

TOILET

TELECOM CLOSET

LINEN ROOM

CLOSET

CLOSET

CLOSET CLOSET

CLOSETCLOSET

CLOSET

CLOSET

CABINET

CABINET

CABINET

CLOSETCLOSET

CLOSETCLOSET

CABINET

CABINET

CLOSET

IRM

ROOF

418419

414A

415A

4CORR

4STAIR-W

4STAIR-E

470 471

410402

4ELEV

4STAIR-C

ELEVATOR

STAIR

CENTER

EEGAUDIOLOGY

AUDIOLOGY OFFICE

WORK ROOM EXAM ROOM CARE

SPECIAL

STORAGE

SECURITY

STORAGE

CANTEEN

EXAM ROOM

ELECTRICAL

BED2

SLEEP CENTER

OFFICE

SLEEP

SLEEP

BED1

SOUND

ROOM

SOUND

ROOMEXAM ROOM

MECHANICAL ROOM

MECHANICAL ROOM

AUDIOLOGY OFFICE

STAIR

CORRIDOR

STAIR

CORRIDOR

TOILET

TOILET

TOILET

TOILET

PROCEDURE

ROOM

160-1

EXAM /

TELE

MED

143-1

EXAM

ROOM

142-1

SEC

WORK

140-1

WAITING

139-1

ELECTRICAL

162A-1

INFUSION

BAY

164-1

EXAM

ROOM

167-1

SOILED

STORAGE

170-1

EYE

WASH

173-1

CLEAN

LINEN

STORAGE

174-1

CHEMO

TRTMT

176-1

CHEMO

TRTMT

177-1

CHEMO

TOILET

180-1 CHEMO

TRTMT

179-1

STERILE

STOR

181-1

CHEMO

TRTMT

182-1

CHEMO

TRTMT

184-1

CHEMO

TRTMT

185-1

CHEMO

TRTMT

186-1

NURSE

STATION

178-1

PAT

WEIGH-IN

188-1

CHEMO

TRTMT

175-1

MEDS

172-1

NOUR

171-1

CHEMO

TOILET

169-1

INFUSION

BAY

166-1

NURSE

STATION

165-1

CORRIDOR

183-1

C O

R R

ID

O

R -1

C O

R R

ID

O

R -1

SHARED

LOUNGE

138-1

DEPT

CHIEF

136-1

MAS

CHIEF

135-1

MAS

WORK

AREA

133-1

IT

CLOSET

131-1

INTERVIEW

132-1

WOMEN'S

128-1

REFERENCED BUILDING CODES

2018 NFPA 101 LIFE SAFETY CODE

2018 IBC (INTERNATIONAL BUILDING CODE)

2012 IFC (INTERNATIONAL FIRE CODE)

2017 NEC (NATIONAL ELECTRICAL CODE)

2018 IMC (INTERNATIONAL MECHANICAL CODE)

2015 IPC (INTERNATIONAL PLUMBING CODE)

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS

2006 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)

CLASSIFICATION OF OCCUPANCY

OCCUPANCY CLASSIFICATION: AMBULATORY HEALTH CARE

CONSTRUCTION TYPE

TYPE II - NON COMBUSTIBLE

FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (HOURS)

PRIMARY STRUCTURAL FRAME: 2 (REDUCE TO 1 IF ONLY SUPPORTING ROOF)

BEARING WALLS

EXTERIOR 2

INTERIOR 2

NON BEARING WALLS AND PARTITIONS

EXTERIOR 1 (- 5'), 1 (5'-10'), 1 (10'-30'), 0 (+30'-0)

INTERIOR 0

FLOOR CONSTRUCTION / SECONDARY 2

ROOF CONSTRUCTION / SECONDARY 1

MEANS OF EGRESS

MAXIMUM COMMON PATH OF EGRESS: B OCCUPANCY: 100'-0"

EXIT ACCESS TRAVEL DISTANCE: 200'-0", ALL AREAS TO BE WITHIN 200' OF A SMOKE BARRIER.

DEAD END CORRIDOR (B OCCUPANCY): 50'-0"

103'

91'

1 1 1 1 1

MAS

WAITING

129-1

INTERVIEW

130-1

CORRIDOR

127-1

ACCESSIBLE

VESTIBULE

125-1

VESTIBULE

126-1

LOBBY

LOBBY-1

CORR.

CORR-1

ELEVATOR

LOBBY

EL LOB-1

RELEASE

OF INFO

134-1

CORRIDOR

168A-1

CORRIDOR

168B-1

STAIR

STAIR-SE-1

EXISTING SMOKE BARRIER TO REMAIN

HAC

161-1

STORAGE

162-1

AREA OF WORK

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

DRY CHEMICAL TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 48" AFF

XX

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 48" AFF

TWO HOUR CONSTRUCTION2

ONE HOUR CONSTRUCTION

SMOKE BARRIER- (ONE HOUR

CONSTRUCTION)

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

SEMI-RECESSED CABINET

MOUNTED AT 48" AFF

LIFE SAFETY LEGEND

S

EXIT SIGN

WORK AREA

EGRESS ROUTE (FEET)

AMBULATORY HEALTH CARE

OCCUPANCY

HEALTH CARE OCCUPANCY

2 SPACE OCCUPANT COUNT

NOT IN CONTRACT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:5

:4

P

M

G-101

LIFE SAFETY PLAN

Prime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

1/8" = 1'-0"1

FIRST FLOOR PLAN LIFE SAFETY PLAN

NTS2

BASEMENT FLOOR USE AND OCCUPANCY PLAN

NTS3

SECOND FLOOR USE AND OCCUPANCY PLAN

NTS4

THIRD FLOOR USE AND OCCUPANCY PLAN

NTS5

FOURTH FLOOR USE AND OCCUPANCY PLAN

0 4' 8' 16'

1/8" = 1'-0"

N

Revisions: Date:

BJPM99

Text Box 5/15/20

EXIST. BLDG.

EXIST. BLDG.

EXIST. BLDG.

EXIST.

CONC.

AREA

EXIST. BLDG.

EXIST. BLDG.

EXIST. BLDG.

EXIST.

CONC.

AREA

EROSION CONTROL AND STORMWATER MANAGEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date:Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

5/15/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

EXISTING, DEMOLITION & STORM WATER

POLLUTION PREVENTION PLAN

CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER AND / OR AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR

SHALL COORDINATE WITH LOCAL ELECTRIC/UTILITY COMPANY TO

ESTABLISH THE MAXIMUM WORKING HEIGHT FROM GROUND

ELEVATION. COORDINATE ALL WORK WITH LOCAL ELECTRIC/UTILITY

COMPANY.

CAUTION ! ! !

THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS AND DRAINAGE STRUCTURES SHOWN ON THE

PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY

THE EXACT LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

NOTE:

CONTRACTOR IS NOT TO IMPEDE OR OBSTRUCT, THE FLOW OF ANY

FIRE AND EMERGENCY VEHICLES WITH CONSTRUCTION MATERIALS

AND VEHICLES DURING THE DURATION OF CONSTRUCTION.

NOTE:

CD101

STAGING AND STORAGE AREA

INSTALL SILT FENCE 2' FROM PROPERTY LINE

(REF. SITE DETAILS SHT CP501 DETAIL #1)

KEYNOTES

EASEMENT / SETBACK LINE

EXISTING CONTOUR ELEVATIONS

LIMITS OF CONSTRUCTION /

DISTURBANCE

TEMPORARY SILT FENCE

LIMITS OF TEMPORARY PARKING,

STORAGE, SPOILS, AND STAGING

AREA.

NOTES:

1. CONTRACTOR SHALL COMPLY WITH THE LATEST STANDARD OF OSHA DIRECTIVES OR

LOCAL AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING

PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING

AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE BUT NOT LIMITED TO ACCESS

AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE

TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. ALL TREES WITHIN PROJECT

LIMITS SHALL BE PROTECTED, SEE SHEET CP501 FOR DETAILS.

2. PROVIDE BAGGED GRAVEL INLET FILTERS AT ALL EXPOSED DRAINAGE STRUCTURES.

3. SOIL DISTURBANCES WILL OCCUR OVER MAJORITY OF THE SITE.

4. LOCATIONS OF MAJOR STRUCTURAL AND NON STRUCTURAL CONTROLS ARE LABELED.

5. THESE ARE THE TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES.

6. SOIL STABILIZATION PRACTICES SHALL OCCUR OVER THE ENTIRE SITE WITH THE USE

OF PAVEMENT, BUILDINGS, SIDEWALKS, GRASS SOD, GRASS SEEDING AND MULCH.

7. THERE ARE NO LOCATIONS WHERE STORMWATER DISCHARGES TO SURFACE WATER.

8. CONTRACTOR TO ADJUST LOCATIONS OF STABILIZED CONSTRUCTION ENTRANCE/EXIT

AND/OR CONSTRUCTION STAGING AREA AND WASHOUT PIT AS NECESSARY TO

SUPPORT CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DE-WATERING, PUMPING AND

TREATMENT OF WATER. NO WATER FROM ANY CONSTRUCTION WORK SHALL BE

RELEASED DOWNSTREAM OR INTO STORM SYSTEMS WITHOUT FIRST BEING TREATED

OR HAVING SEDIMENT, OILS OR OTHER POLLUTANTS REMOVED IN ACCORDANCE WITH

THE STORM WATER POLLUTION PREVENTION PLAN.

10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS

OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE

CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR

PERMANENTLY CEASED. WHERE THE INITIATION OF STABILIZATION MEASURES BY THE

14TH DAY DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY

CEASE IS PRECLUDED BY WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE

BE INITIATED AS SOON AS PRACTICAL. WHERE CONSTRUCTION ACTIVITY ON A PORTION

OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL NOT

BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION DO NOT HAVE TO BE

INITIATED ON THAT PORTION OF THE SITE. IN AREAS EXPERIENCING DROUGHTS

WHERE THE INITIATION OF STABILIZATION MEASURES B THE 14TH DAY AFTER

CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED IS

PRECLUDED BY SEASONAL ARID CONDITIONS, STABILIZATION MEASURES SHALL BE

INITIATED AS SOON AS PRACTICAL.

11. THIS SHEET IS FOR INCLUSION IN THE OPERATOR'S OVERALL STORMWATER

POLLUTION PREVENTION PAN AND GENERAL PERMIT TXR 150000 PACKAGE. THIS

SHEET SHOULD NOT BE CONSIDERED TO BE THE ENTIRE STORMWATER POLLUTION

PREVENTION PLAN.

12. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE KDHE NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) UNDER THE NPDES CONSTRUCTION

GENERAL PERMIT XXX-XXXXXX.

1. IT IS UNLAWFUL FOR ANY GENERAL CONTRACTOR, SUBCONTRACTOR OR OWNER TO

PERMIT, OR CAUSE TO BE PERMITTED, EROSION OF MATERIAL FROM A

CONSTRUCTION SITE.

2. ALL CONSTRUCTION-RELATED VEHICLE PARKING AND ACTIVITY (INCLUDING

EMPLOYEE PERSONAL VEHICLES AND DELIVERY VEHICLES) MUST BE LOCATED

WITHIN THE LIMITS OF CONSTRUCTION, WITH APPROPRIATE CONTROLS, OR

DESIGNATED PARKING/ACCESS ON APPROVED SURFACES OUTSIDE THE LIMITS OF

CONSTRUCTION.

3. CERTAIN EROSION CONTROL MEASURES IDENTIFIED BY THE CITY OF WICHITA ARE TO

BE EMPLOYED TO PREVENT EROSION; HOWEVER, THESE ARE ONLY MINIMUM

STANDARDS.

4. IN THE EVENT OF UNUSUAL SITE CONDITIONS ALONG ANY WATER FEATURES OR

WEATHER RELATED EVENTS,MORE STRINGENT REQUIREMENTS MAY BE NECESSARY

(ON-SITE OR OFF) TO MAINTAIN EROSION CONTROL.

5. THE OWNER OR THEIR DESIGNEE IS RESPONSIBLE FOR ALL CHANGES, UPGRADES

AND CONTINUED MAINTENANCE OF ALL EROSION CONTROL AND STORMWATER

MANAGEMENT FEATURES AT ALL TIMES.

6. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT PRACTICES WILL

BE INSPECTED BY THE CITY OF WICHITA PRIOR TO AND DURING THE CONSTRUCTION

PROCESS.

7. ALL DESIGNS TO PREVENT THE EROSION OF SOIL AND DEBRIS FROM THE

CONSTRUCTION SITE OR SURROUNDING AREAS DAMAGED BY CONSTRUCTION SHALL

BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.

8. SITE WORK PERMITTED BY THE SITE PREPARATION PERMIT AND WORK PERMITTED

BY A DEMOLITION PERMIT CANNOT BEGIN UNTIL EROSION CONTROL AND TREE

PROTECTION MEASURES ARE IN PLACE.

9. DOWNSTREAM STORM DRAIN INLETS WITHIN 200 FOOT OF ANY PERMITTED

CONSTRUCTION AREA MUST BE PROTECTED PER DETAIL.

10. DEWATERING PRACTICES MUST COMPLY WITH EPA 2012 CONSTRUCTION GENERAL

PERMIT, SECTION 2.1.3.4., AS APPLICABLE.

11. THE CONTRACTOR OR OWNER MUST HAVE A DESIGNATED PERSON RESPONSIBLE

FOR CONTINUOUS (24 HOURS) MONITORING EROSION CONTROL MEASURES TO

ENSURE THAT ALL FEDERAL, STATE, & LOCAL LAWS AND REGULATIONS ARE BEING

COMPLIED WITH. THIS PERSON SHALL BE RESPONSIBLE FOR ALL REQUIRED FORMS

AND DOCUMENTATION TO MEET REGULATIONS OF THE EPA AND NPDES GENERAL

PERMIT.

12. DO NOT WASH, SWEEP OR OTHERWISE CAUSE CONSTRUCTION SOIL OR DEBRIS TO

BE DEPOSITED INTO ANY OFF-SITE STORMWATER DRAINAGE OR CONVEYANCE

SYSTEM.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION

OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING 811

FOR LOCATION OF ALL UTILITIES, AT LEAST 2 WORKING DAYS PRIOR

TO BEGINNING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE

REPAIR SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE WHETHER

THE UTILITY IS SHOWN ON THESE PLANS OR NOT.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY,

SHALL REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL

INFORMATION, AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN

THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S

TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS

AND/OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR

ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT

COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

CONCRETE REMOVAL

EXISTING CONCRETE FILLED METAL

BOLLARDS

3 BEGINNING/END OF CURB REMOVAL

4 REMOVAL OF EXISTING CROSSWALK METAL SIGN POST WITH CONCRETE FOOTING

3 3

SCALE: 1" = 10'

LEGEND

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

SOD

7.

2'

5.4' 6.3'

6'

6'

6'

2.

2'

2'

40' 2'

6'

8 8

.6

4'

42.9'

114°15'28"

R15'

R1'

12.4'

±2 .0

EXIST. ASPHALT

TO REMAIN

2 2

13 13

HAZARD STRIPES

NO STOPPING OR STANDING "HAZARD STRIPES".

PERMANENTLY PAINTED (WHITE) ON PAVEMENT

UNDER THE ARM.

PEDESTRIAN ALERT WARNING

"NOT WALKWAY" PAVEMENT MARKING FACING

BOTH DIRECTIONS, PERMANENTLY PAINTED

(WHITE) ON PAVEMENT.

SOD

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS.

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

4'

TYP.

8 8

EXIST. ASPHALT

TO REMAIN

±2 .0

7.

2'

6.3'

4'

5.4'

6'

6'

6'

2.

2'

2'

40' 2'

6'

.6

11 11

BOLLARDS @ 4' O.C.

BOLLARDS @ 4' O.C.

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS.

HAZARD STRIPES

NO STOPPING OR STANDING "HAZARD STRIPES".

PERMANENTLY PAINTED (WHITE) ON PAVEMENT

UNDER THE ARM.

PEDESTRIAN ALERT WARNING

"NOT WALKWAY" PAVEMENT MARKING FACING

BOTH DIRECTIONS, PERMANENTLY PAINTED

(WHITE) ON PAVEMENT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date:Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

5/15/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

SITE PLAN

LEGEND

EASEMENT LINE

EXISTING CURB

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UTILITY POLE

EXISTING FIRE HYDRANT

EXISTING WASTEWATER LINE

EXISTING WATER LINE

NOTE:

ALL DRIVE APPROACHES IN THE RIGHT OF WAY SHALL BE IN COMPLIANCE WITH CURRENT

KANSAS ACCESSIBILITY STANDARDS AND CITY OF WICHITA DESIGN STANDARDS PRIOR TO

FINAL INSPECTION APPROVAL.

NOTES:

1. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING

CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER

THAN 2% ALONG THE ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN

5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY

DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION.

3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR

TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF

UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL

EXISTING UTILITIES BY CALLING 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 2 WORKING

DAYS PRIOR TO BEGINNING CONSTRUCTION.

NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR PRIVATE UTILITIES

INCLUDING BUT NOT LIMITING TO: WATER, SEWER, TELEPHONE AND FIBER OPTIC

LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC, PRIMARY ELECTRICAL

DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY UTILITY

CONFLICTS THAT ARISE SHOULD BE COMMUNICATED TO THE ENGINEER IMMEDIATELY

AND PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF

48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR

SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON

THESE PLANS OR NOT.

2. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING UNDER AND/OR

AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL COORDINATE WITH LOCAL

ELECTRIC/UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT FROM

GROUND ELEVATION.

3. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS

AND DRAINAGE STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTHS OF UNDERGROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS

OR NOT, AND PROTECT THE SAME DURING CONSTRUCTION.

4. CONTRACTOR TO CONTACT PROJECT MANAGER PRIOR TO COMMENCEMENT OF SITE

WORK FOR TREE INSPECTION.

5. REFERENCE SHEET CD101 FOR DETAILS AND SPECIFICATIONS OF THE TEMPORARY

BMP MEASURES FOR THE SITE.

6. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

7. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

ROW

SEE ARCHITECTS PLANS FOR LOCATIONS OF DOOR WAY LANDINGS. (SHT. S101)

INSTALL SIDEWALK ADA RAMP PER VA SPEC., SEE SHT. S101

APPLY ADA STRIPPING DENOTING 6' WIDE CONCRETE SIDEWALK

INSTALL NEW CONCRETE CURB SEE DETAIL SHT. CP501 DETAIL#5

CS101

NEW ADA RAMP TO MATCH EXIST. PAVEMENT ELEVATION, SEE SHT. CP501 DETAIL #7

MATCH EXISTING MOUNTABLE CURBS.

EXIST. CANOPY

EXIST. CANOPY

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY

PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

SCALE: 1" = 10'

INSTALL NEW 6" CONCRETE SIDEWALK TO MATCH WIDTH OF NEW STAIRS

& EXTEND TO EXIST. SIDEWALK & MATCH EX. SIDEWALK ELEVATION. SEE

DETAIL SHT. CP501 DETAIL #6

CONTRACTOR TO MATCH EXIST CURB AND GUTTER WITH POSITIVE

FLOW CONFIGURATION.

SAWCUT & REMOVE EXIST. ISLAND CURB, & INSTALL NEW CONCRETE

CURB & 6' WIDE 6" SIDEWALK. SEE DETAIL SHT. CP501 DETAILS #5 & 6

INSTALL 4' TALL, 6" Ø STEEL PIPE, CONCRETE FILLED BOLLARDS AT

4' SPACING. SEE DETAIL SHEET CP501 DETAIL #4.

INSTALL 3' LONG x 2' WIDE x 3' HIGH LIMESTONE BOULDERS AT ±3'

SPACING, ±1.0' OFF SIDEWALK. CONTRACTOR TO COORDINATE

WITH VA PROJECT ADMINISTRATOR FOR MATERIALS AND

SPECIFICS.

INSTALL HEADER CURB ALONG EXISTING PAVEMENT CORRIDOR.

SEE DETAIL SHEET CP501 DETAIL #8.

SEE ARCHITECTS PLANS FOR LOCATIONS OF NEW WINDOW ENCLOSURES.

(SHT. AE 201)

INSTALL NEW 6" CONCRETE SIDEWALK TO MATCH WIDTH OF NEW ADA

RAMP & EXTEND TO EXIST. SIDEWALK & MATCH EX. SIDEWALK

ELEVATION. SEE SHT. CG101.

SEE SHEET TF100 FOR INSTALLATION OF GATE SYSTEM.

ADA STRIPPING

CONCRETE

SOD

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS. GRADE TO DRAIN

MATCH EXIST. FINISHED

FLOOR ELEVATION - 1360.31

EXIST. ASPHALT

TO REMAIN

RAMP DOWN

EXIST. SIDEWALK

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS. GRADE TO DRAIN

MATCH EXIST. FINISHED

FLOOR ELEVATION - 1360.31

EXIST. ASPHALT

TO REMAIN

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

RAMP DOWN

EXIST. SIDEWALK

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

GRADING PLAN

NOTES:

1. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING

CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER

THAN 2% ALONG THE ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN

5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY

DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION.

3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR

TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF

UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL

EXISTING UTILITIES BY CALLING DIGTESS 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

EASEMENT LINE

EXISTING CONTOUR ELEVATIONS

PROPOSED CONTOUR ELEVATIONS

BENCH MARK CHISELED SQ. ON SE COR.

LIGHT POLE SOUTH OF BLDG. 1 MAIN

ENTRANCE. (ELEV. = 1354.17')

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date:Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

5/15/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

CG101

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BENCHMARK ELEVATIONS

PRIOR TO BEGINNING CONSTRUCTION.

2. ALL WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT

SHALL BE HIS SOLE RESPONSIBILITY TO DISPOSE OF THIS MATERIAL OFF THE LIMITS

OF THE SITE TO A STATE LICENSED LANDFILL. CONTRACTOR WILL BE REQUIRED TO

PROVIDE DOCUMENTATION WHERE DISPOSED MATERIAL IS TAKEN TO. THE OWNER

WILL NOT BE HELD LIABLE FOR WASTE MATERIAL.

3. CONTRACTOR IS REQUIRED TO SET AND VERIFY ALL PROJECT ELEVATIONS PRIOR TO

THE START OF CONSTRUCTION. "MATCH EXISTING" SHALL BE UNDERSTOOD TO

SIGNIFY THE SAME MATERIALS AS WELL AS VERTICAL AND HORIZONTAL ALIGNMENT.

4. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE

CONDITIONS (BOTH NEW AND EXISTING). HE SHALL REPORT ANY DISCREPANCIES TO

THE ENGINEER AND PROJECT ARCHITECT BEFORE PROCEEDING WITH ANY PHASE OF

THE WORK AS HE WILL BE RESPONSIBLE FOR ALL WORK AS INTENDED BY THE

DRAWINGS AND SPECIFICATIONS.

5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF

ALL PERSONS AND PROPERTY.

6. BARRICADES AND WARNING SIGNS SHALL CONFORM TO THE KANSAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES AND GENERALLY BE LOCATED TO AFFORD

MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND

EQUIPMENT. TRAFFIC FLOW AND ACCESS TO SURROUNDING PROPERTIES SHALL BE

PERSEVERED AT ALL TIMES DURING CONSTRUCTION.

7. ANY EXISTING OFFSITE IMPROVEMENTS OR UTILITIES REMOVED, DAMAGED, OR

UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS

DIRECTED BY THE ENGINEER AND APPROVED BY THE PROJECT ARCHITECT AT THE

CONTRACTOR'S EXPENSE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER

CONDITION ANY DAMAGE DONE TO EXISTING FENCES, CURBS, CONCRETE DRIVEWAYS,

SIDEWALK STRUCTURES, PAVEMENT, ETC, THAT ARE NOT INDICATED TO BE REMOVED.

AN INVENTORY OF EXISTING CONDITIONS SHALL BE CONDUCTED WITH CONTRACTOR

AND PROJECT ARCHITECT PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN CONTINUAL UTILITY SERVICES (GAS, TELEPHONE,

CABLE TELEVISION, ELECTRIC, WATER, SANITARY SEWER, STORM SEWER, ETC.) TO

ANY ADJACENT DEVELOPMENT. WHERE CONSTRUCTION IS IN THE PROXIMITY OF A

UTILITY, THE CONTRACTOR WILL TAKE PRECAUTION TO PROTECT AND/OR SUPPORT

THE UTILITY.

10. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

11. NOTIFY OWNER, HOMEOWNERS ASSOCIATION AND UTILITY PURVEYOR (IF APPLICABLE)

A MINIMUM OF 72 HOURS IN ADVANCE OF ANY UTILITY SHUTDOWN.

12. CONTRACTOR SHALL REFERENCE PAVEMENT MARKING / SIGNAGE / PARKING PLAN

SHEETS, IF ANY, FOR ADDITIONAL INFORMATION.

13. MATCH GRADE AT PROPERTY LINE UNLESS OTHERWISE NOTED.

14. ACHIEVE GRADE CHANGES WITH SMOOTH TRANSITIONS.

15. FINAL PAVING SURFACES TO BE FLOOD TESTED OR OBSERVED DURING RAINFALL. ANY

PONDING AREAS TO BE CORRECTED / ELIMINATED.

16. SURFACE DRAINAGE AND UTILITY FEATURES SHOWN ARE FOR REFERENCE ONLY. THE

LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND

DRAINAGE STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTHS OF UNDERGROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS

OR NOT, AND PROJECT THE SAME DURING CONSTRUCTION.

17. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING UNDER / AND / OR

AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL COORDINATE WITH LOCAL

ELECTRIC / UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT FROM

GROUND ELEVATION.

18. GUTTER (G) ELEVATIONS SHOWN TO BE FOLLOWED AS SHOWN ON PLAN.

19. TYPICAL 6" CURB TO BE CONSTRUCTED BASED ON GUTTER ELEVATION SHOWN,

UNLESS OTHERWISE NOTED ON THIS PLAN OR ON THE SITE DIMENSIONAL CONTROL

PLAN.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY

PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

SCALE: 1" = 10'

LEGEND

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R

AM

P D

O W

N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date:Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

5/15/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

PAVING PLAN

PAVEMENT LEGEND

CP101

SCALE: 1" = 10'

LEGEND

1 1

NOTES:

STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE

TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF

ONE FOOT.

THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.

WHERE FENCE CAN NOT BE TREATED (E.G. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL

ON UPHILL SIDE TO PREVENT FLOW UNDER FENCE.

THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT

FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL.

SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.

INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR

REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK

OR IMPEDE STORM FLOW OR DRAINAGE.

ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. THE SILT SHALL

BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO

ADDITIONAL SILTATION.

CONTRACTOR SHALL PROVIDE TRIANGULAR SEDIMENT FILTER DIKE PER DETAIL ON THIS SHEET

WHERE SILT FENCE IS REQUIRED BUT NOT INSTALLABLE.

1.

2.

3.

4.

5.

6.

7.

8.

1. DIKES SHALL BE PLACED IN A ROW WITH ENDS

TIGHTLY ABUTTING THE ADJACENT DIKE.

2. THE FABRIC COVER AND SKIRT SHALL BE A

CONTINUOUS WRAPPING OF GEOTEXTILE. THE SKIRT

SHALL BE A CONTINUOUS EXTENSION OF THE FABRIC ON

THE UPSTREAM FACE.

3. THE SKIRT SHALL BE WEIGHTED WITH A

CONTINUOUS LAYER OF 3"-5" OPEN GRADED ROCK, OR

TOED-IN 6" WITH MECHANICALLY COMPACTED MATERIAL.

OTHERWISE, THE ENTIRE STRUCTURE SHALL BE

TRENCHED IN 4 INCHES.

4. DIKES AND SKIRT SHALL BE SECURELY ANCHORED

IN PLACE USING 6 INCH WIRE STAPLES ON 2 FOOT

CENTERS ON BOTH EDGES AND SKIRT, OR STAKED USING

3/8 INCH DIAMETER REBAR WITH TEE ENDS.

5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS 6

INCHES TO COVER DIKE TO DIKE JOINTS. JOINTS

SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS.

6. THE DIKE STRUCTURE SHALL BE 6 GA. 6" X 6" WIRE

MESH, 18 INCHES ON A SIDE.

7. INSPECTION SHALL BE MADE WEEKLY OR AFTER

EACH RAINFALL EVENT AND REPAIR OR

REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED

BY THE CONTRACTOR.

8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT

REACHES A DEPTH OF SIX INCHES, AND DISPOSED

OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL

SILTATION.

9. AFTER THE DEVELOPMENT SITE IS COMPLETELY

STABILIZED, THE DIKES AND ANY REMAINING SILT

SHALL BE REMOVED. SILT SHALL BE DISPOSED OF AS

INDICATED IN NOTE 8 ABOVE.

NOTES:

NOTE

LEVEL II B TREE PROTECTION

ELEVATION NOT TO SCALE

8" MULCH UNDER DRIP LINE AS

4"

2X4

4'

TREE

TRUNK

CURB

5'

ROOT PROTECTION

ZONE (RPZ)

PROPERTY LINE

ESTABLISH FENCE PROTECTION

MINIMUM 5' FROM TRUNK

DRIP LINE

8" MULCH OUTSIDE RPZ

AND UNDER DRIP LINE AS

MINIMAL PROTECTION FOR ROOTS

FROM CONSTRUCTION ACTIVITIES

6" MULCH INSIDE RPZ

IF BARE DIRT

LEVEL II A TREE PROTECTION

ELEVATION

ROOT PROTECTION

ZONE

(RPZ)

NOT TO SCALE

STR

EET

WRAP TREE TRUNK WITH 2"X4" STUDS AND ROPE OR

BAND IN PLACE AS NEEDED TO PROTECT TREES IN WORK

AREAS.

MINIMAL PROTECTION FOR ROOTS

FROM CONSTRUCTION ACTIVITIESNOTE

1. OPTION USED FOR TIGHT CONSTRUCTION

AREAS OR WHEN CONSTRUCTION OCCURS IN

ROOT PROTECTION ZONE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date:Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

5/15/2020

N.T.S.

SITE DETAILS

CP501

NO SEAL

REQUIRED

GENERAL NOTES

DESIGN PARAMETERS

1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE

2. DEAD LOADS:

A. ROOF-------------------------------------------------------------------------------------------------- 20 PSF

3. LIVE LOADS:

A. ROOF-------------------------------------------------------------------------------------------------- 20 PSF (UNIFORM)

4. SNOW LOADS:

A. GROUND SNOW LOAD, Pg---------------------------------------------------------------------- 15 PSF B. IMPORTANCE FACTOR, I------------------------------------------------------------------------ 1.25

5. WIND LOADS:

A. BASIC WIND SPEED (3 SECOND GUST)---------------------------------------------------- 120 MPH B. RISK CATEGORY----------------------------------------------------------------------------------- IV C. EXPOSURE CLASSIFICATION------------------------------------------------------------------ C D. INTERNAL PRESSURE COEFFICIENT------------------------------------------------------- +/-0.18 E. BASIC WIND PRESSURE (qh,UNFACTORED)--------------------------------------------- 26.6 PSF

F. DESIGN WIND PRESSURE ON EXTERIOR WALLS (C&C LOAD BASED ON 100 SQ.FT AREA)

• END ZONES, (10'-0")------------------------------------------------------------------------ 26.1 PSF

• INTERIOR ZONES--------------------------------------------------------------------------- 26.1 PSF

G. DESIGN UPLIFT PRESSURE ON ROOFS (C&C LOAD BASED ON 100 SQ.FT AREA)

• CORNER ZONES, (10'-0")------------------------------------------------------------------ 58.0 PSF

• EDGE ZONES, (10'-0")---------------------------------------------------------------------- 36.7 PSF

• INTERIOR ZONES---------------------------------------------------------------------------- 26.1 PSF

6. SEISMIC LOADS:

A. SPECTRAL RESPONSE ACCELERATION(SHORT PERIOD), Ss--------------------- 0.109

B. SPECTRAL RESPONSE ACCELERATION;(1-SEC. PERIOD), S1--------------------- 0.054

C. SPECTRAL RESPONSE COEFFICIENT;(SHORT PERIOD), Sds---------------------- 0.116 D. SPECTRAL RESPONSE COEFFICIENT;(1-SEC. PERIOD), Sd1---------------------- 0.087 E. SITE CLASS------------------------------------------------------------------------------------------- D F. IMPORTANCE FACTOR, I ------------------------------------------------------------------------ 1.5 G. SEISMIC DESIGN CATEGORY ----------------------------------------------------------------- C H. BASIC STRUCTURAL SYSTEM AND SEISMIC RESISTING SYSTEM-------------- STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE I. RESPONSE MODIFICATION FACTOR, R -------------------------------------------------- 3 J. SYSTEM OVER-STRENGTH FACTOR, W -------------------------------------------------- 3 K. DEFLECTION AMPLIFICATION FACTOR, Cd --------------------------------------------- 3 L. ANALYSIS PROCEDURE --------------------------------------------------------------------------EQUIVALENT LATERAL FORCE

7. FOUNDATIONS:

ISOLATED AND CONTINUOUS FOUNDATIONS HAVE BEEN DESIGN FOR AN ASSUMED ALLOWABLE NET BEARING PRESSURE OF 1500 PSF. THE OWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR VERIFYING THESE ASSUMPTIONS WITH ACTUAL CONDITIONS PRIOR TO CONSTRUCTION OR BUILD AT THEIR OWN RISK. ACHIEVING AN ALLOWABLE BEARING PRESSURE DOES NOT PRECLUDE THE BUILDING FROM BEING SUBJECT TO DIFFERENTIAL MOVEMENT. SHOULD THE OWNER BE CONCERNED, THEY SHALL ENGAGE THE SERVICES OF A LICENSED GEOTECHNICAL ENGINEER TO INVESTIGATE

AND PROVIDE RECOMMENDATIONS.

GENERAL

1. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT

DOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK.

2. WHERE CONFLICT EXISTS AMONG VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN.

3. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, THE FOLLOWING RULES SHALL APPLY:

A. COLUMNS ARE CENTERED ON GRID LINES.

B. FOOTINGS ARE CENTERED BENEATH COLUMNS.

C. CONTINUOUS FOOTINGS ARE CENTERED BENEATH WALLS.

D. FRAMING MEMBERS ARE EITHER LOCATED ON GRID LINES OR ARE EQUALLY SPACED BETWEEN LOCATED MEMBERS.

4. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY

TIED TOGETHER.

5. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL STRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT OVERLOAD THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MATERIAL HANDLING OR STORAGE, SHORING AND RESHORING, OR ANY OTHER PROPOSED CONSTRUCTION LOADS THAT ARE IN EXCESS OF THE STATED DESIGN LOADS. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE FOR LOADS APPLIED TO THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY.

6. WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON THE STRUCTURAL PLANS ARE FOR UNITS SPECIFIED BY THE MECHANICAL ENGINEER. CONTRACTOR SHALL VERIFY THE WEIGHTS. ANY SUBSTITUTIONS THAT RESULT IN INCREASED WEIGHT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF

RECORD.

7. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. OPENINGS AND PENETRATIONS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE

SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD.

8. PRIOR TO FABRICATION AND/OR ERECTION OF ANY MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT

IMMEDIATELY UPON DISCOVERY.

9. BACKFILL BOTH SIDES OF ALL FOUNDATION AND RETAINING WALLS EQUALLY UNTIL LOW SIDE IS UP TO FINISH GRADE. DO NOT BACKFILL ANY WALLS

UNTIL CONCRETE HAS REACHED ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

10. CONNECTIONS OF SYSTEMS DESIGNED BY THE CONTRACTOR’S ENGINEER SUCH AS, BUT NOT LIMITED TO, CLADDING, STAIRS, ELEVATORS AND MEP LOADS ARE ASSUMED TO IMPOSE VERTICAL AND/OR HORIZONTAL LOADS ON THE BASE BUILDING STRUCTURAL MEMBERS WITHOUT GENERATING TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY

BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON THE BASE BUILDING STRUCTURE.

11. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED:

A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE REQUEST.

B. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH

THE REQUEST.

12. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

13. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF 360 ENGINEERING GROUP, PLLC. IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS AN EXHAUSTIVE OR CONTINUOUS CHECK OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE

CONTRACTOR.

DIVISION 2 - FOUNDATIONS

1. RECOMMENDATIONS CONTAINED IN "GEOTECHNICAL ENGINEERING REPORT ROBERT J. DOLE VA MEDICAL CENTER PAVEMENT INPROVEMENTS 5400 DELLOGG AVENE WICHITA, ANSAS", PROJECT NUMBER G19G1266 BY MENDEX ENGINEERING, PLLC DATED DECEMBER 6, 2019 WERE USE FOR FILL DESIGN. REFER TO DESIGN PARAMETERS FOR SOIL DESIGN CRITERIA BASED ON THESE RECOMMENDATIONS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN, INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, GROUND WATER MANAGEMENT AND

STEEP SLOPE BEST MANAGEMENT PRACTICES.

3. THE GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING PROOF ROLLING AND SHALL INSPECT THE SUBGRADE PRIOR TO ANY FILL OPERATIONS. ALL COMPACTED FILL SHALL BE CONTINUOUSLY INSPECTED BY THE OWNER'S SELECTED INDEPENDENT TESTING

LABORATORY.

4. FOOTINGS SHALL BEAR EITHER ON COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT.

EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR BUILDING OFFICIAL. IF THE SOIL AT THE BEARING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE STRUCTURAL ENGINEER OF RECORD OR ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.

5. ALL FILL MATERIAL UNDER THE STRUCTURE SHALL COMPLY WITH REQUIREMENTS STATED IN THE GEOTECHNICAL REPORT, UNO.

6. PROVIDE A MINIMUM OF A 4-INCH CLEAN, FREE-DRAINING GRANULAR SUBBASE FILL BELOW ALL INTERIOR SLABS-ON-GRADE UNLESS NOTED

OR DETAILED OTHERWISE. SUBBASE SHALL MEET GRADATION REQUIREMENTS OF ASTM C-33 SIZE NO. 67, UNLESS SPECIFICALLY NOTED

OTHERWISE.

7. A POLYETHYLENE FILM VAPOR RETARDER, MEETING THE REQUIREMENTS IN THE SPECIFICATIONS, SHALL BE PLACED BELOW ALL INTERIOR

SLABS-ON-GRADE PER THE FOUNDATION PLAN NOTES.

8. THE CONTRACTOR IS CAUTIONED AGAINST LOADING SLAB-ON-GRADE WITH CONSTRUCTION EQUIPMENT. THE SLAB HAS NOT BEEN DESIGNED FOR CONSTRUCTION EQUIPMENT AND MAY REQUIRE AN INCREASE IN SLAB THICKNESS AND/OR REINFORCEMENT. IF THE CONSTRUCTION LOADING EXCEEDS THE DESIGN LOADS SHOWN IN THE DESIGN CRITERIA, THE CONTRACTOR IS REQUIRED TO SUBMIT CALCULATIONS SIGNED AND SEALED BY A REGISTERED STRUCTURAL, CIVIL, OR GEOTECHNICAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED

VERIFYING THE ADEQUACY OF THE SLAB.

9. EXTERIOR FOOTINGS FOR STAIRS AND RAMPS…