Drawing Vol 1-3 Civil 614-700-CS-20231011.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

CIVIL GENERAL NOTES

GI001

GENERAL

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,

AND FEDERAL LAWS AND REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR

VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM

THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO

STARTING CONSTRUCTION.

3. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES

MAY NOT BE DRAWN TO SCALE.

4. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE

INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR

PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING

CONSTRUCTION.

5. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE

PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND

FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

STARTING CONSTRUCTION ACTIVITIES.

6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT

BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD AND COR PRIOR TO

CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.

DEMOLITION

1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE

CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY

DISPOSED OF OFFSITE.

2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A

MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR

TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY.

3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND

PROTECTED.

4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE

REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH

THE RESPECTIVE UTILITY COMPANY.

5. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT

ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY

TO FACILITATE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL

ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING.

6. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.

8. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST

CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED.

SITE PLAN

1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT

PRESENT, DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

2. ALL PARKING STALLS SHALL BE 9' X 18' UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR

TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER

OF RECORD AND COR.

4. SEE SHEET CS501 FOR PROPOSED SITE IMPROVEMENT DETAILS

REFERENCED.

5. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED

CONDITIONS SHALL BE REPAIRED OR REPLACED IF DAMAGED. IF

REPAIRS ARE REQUIRED NEW FINISHED CONDITIONS SHALL MATCH

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED.

GRADING

1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED

AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY “BIRD

BATH” CONDITIONS.

2. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.

3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL

MEET EXISTING GRADES.

4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL

BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER

SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL

PRIOR TO PLACEMENT OF FILL.

5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE

AFTER CONSTRUCTION IS COMPLETE.

6. CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL

REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE

PROPOSED SPOT GRADE ELEVATIONS.

UTILITIES

1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE

DURING CONSTRUCTION.

2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR

TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON

SITE.

3. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING,

SHORING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS AS

NECESSARY IN ACCORDANCE WITH OSHA; AND IS SOLELY RESPONSIBLE

FOR THE SAFETY OF SHEETING, SHORING, AND DEWATERING.

4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND

STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF

EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING

PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE

CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE

ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

5. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY

RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE

CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO

HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR

PERSONS DURING THE COURSE OF THIS PROJECT.

6. WATER MAINS THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH

AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM

FREEZING.

7. HORIZONTAL SEPARATION BETWEEN WATER & SEWER SHALL BE 10

FEET.

8. VERTICAL SEPARATION BETWEEN WATER & SEWER SHALL BE 18 INCHES.

9. WATER MAIN ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS

AVAILABLE FOR DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT

EXCEED 75 PERCENT OF MANUFACTURER'S RECOMMENDED

DEFLECTION.

10. CONTRACTOR SHALL ADJUST WATER MAIN ALIGNMENT AND DEFLECT

JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD BENDS

SHOWN.

11. MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

12. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY

THE CONTRACTOR.

EROSION CONTROL

1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED

PRIOR TO BEGINNING CONSTRUCTION.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

CASE MORE THAN SEVEN (7) DAYS AFTER WORK HAS CEASED, UNLESS

ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE

(21) DAYS.

3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE

REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED,

AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY

INSTALLATION.

4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE

MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER

COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL

DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED

AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING

DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7)

DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS

ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE

REPAIRED OR REPLACED IMMEDIATELY.

6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL

CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE

TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL

DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

8. SEE SHEET CJ501 FOR PROPOSED EROSION AND SEDIMENT CONTROL

DETAILS REFERENCED.

AC ACRE

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASSY ASSEMBLY

BC BACK OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLT BUILT

BM BENCHMARK

BNRY BOUNDARY

BO BLOW OFF

C/C CENTER TO CENTER

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CFS CUBIC FEET PER SECOND

CHKV CHECK VALVE

CI CAST IRON

CIR CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCT OR CONSTRUCTION

COR CORNER

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CF CUBIC FEET

CY CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DBL DOUBLE

DDCV DOUBLE DETECTOR CHECK VALVE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DOM DOMESTIC

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

DW DOMESTIC WATER

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

ESMT EASEMENT

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW END WALL

EX EXISTING

EXP EXPANSION

F/F FACE TO FACE

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FHA FIRE HYDRANT ASSEMBLY

FNC FENCE

FOC FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FT FEET OR FOOT

G NATURAL GAS OR GAS LINE

GA GAGE

GAL GALLON

GEN GENERATOR

GPD GALLONS PER DAY

GT GREASE TRAP

GV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP OR HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HV HOSE VALVE

HWY HIGHWAY

HYD HYDRANT

IE INVERT ELEVATION

INCL INCLUDED

INFO INFORMATION

INV INVERT

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG LONGITUDE OR LONGITUDINAL

LOS LINE OF SIGHT

LP LOW POINT OR LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAIL BOX

MEG MEET EXISTING GRADE

MEMO MEMORANDUM

MFG MANUFACTURED OR MANUFACTURE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFY

MOT MAINTENANCE OF TRAFFIC

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

PAR PARALLEL

PAVT PAVEMENT

PB PULL BOX

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCCP CONCRETE PAVEMENT

PE POLYETHYLENE (PLASTIC)

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PROFILE GRADE

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PP POWER POLE OR POLYPROPYLENE

PR PROPOSED

PREV PREVIOUS

PRC POINT OF REVERSE CURVE

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REQ REQUIRE OR REQUIRED

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RR RAILROAD

RT RIGHT

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGL SINGLE

SHLDR SHOULDER

SOV SHUT OFF VALVE

SPEC SPECIFICATION

SF SQUARE FEET

SS SANITARY SEWER

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SY SQUARE YARD

T TELEPHONE

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

TOB TOP OF BANK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TP TELEPHONE POLE

TYP TYPICAL

TW TOP OF WALL

UD UNDERDRAIN

UP UTILITY POLE

UTIL UTILITY

USGS U.S. GEOLOGICAL SURVEY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WATER LINE

WM WATER METER OR WATER MAIN

WT WATER TABLE

WTR WATER

WW WASTE WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

LIGHT DUTY

ASPHALT LIMITS

CONCRETE LIMITS

GRAVEL LIMITS

CONSTRUCTION FENCE X X X

TREE PROTECTION

SANITARY SEWER

UNDERGROUND ELECTRICAL LINE

STORM SEWER

UE

T

UNDERGROUND

COMMUNICATIONS

DIRECTION OF FLOW

MATCH EXISTING GRADE

TOP OF CURB

GUTTER

SF

INLET PROTECTION

TEMPORARY SEEDING

CONCRETE WASHOUT AREA

CONSTRUCTION STAGING

AREA

TC 643.50

GU 643.00

640.00

M.E.G.

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SANITARY FORCE MAIN >

SANITARY STRUCTURE

STORM STRUCTURES

SILT FENCE

BUILDING LIMITS

ASPHALT RESURFACING

LIMITS

LIGHT POLE

SIGN

WATER TEE, BENDS

WATER MAIN VALVE

HEAVY DUTY

ASPHALT LIMITS

SPOT ELEVATION

CLEANOUT

FIRE HYDRANT

FIRE MAIN FM

GAS MAIN G

FIBER OPTIC FO

ROOF DRAIN RD

CENTERLINE

FEMA FLOOD ZONE PARKING BUMPER

SECTION NAME

SECTION LOCATED ON SHEET NO.

WATER MAIN REDUCER

TP TP

UNDER DRAIN UD

COMPOST SEDIMENT

CONTROL LOG

TOP OF CURB

EDGE OF PAVEMENT

TC 643.50

EP 643.00

CS501

CO

IP

S

D

UNDERGROUND WATER LINE W

SAN

SD

TOP OF WALL T/W

643.00

HHTELECOMMUNICATIONS

HANDHOLD

E

E

E

E

F F

F F

MHMH

MH

MH

E //

MH

E

E

8"GAS

8"GAS

8"GAS

MH

10"W

TR

10"W

TR

10"W

TR

10"W

TR

10"W

TR

10"W

TR

4"G

AS

4"G

AS

4"G

AS

4"G

AS

4"G

AS

4"G

AS

2"G

AS

2"G

AS

2"G

AS

2"G

AS

2"G

AS

2"G

AS

SS

SS

SS

SS

MH

E

E

X

X

H H

H H

T T

T

X X

X X

X

X

XX

X X

X

X

X X

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

U T

UT UT

U T

O U

TPATIEN

T/

VISITO

R

PAR

KIN

G

JEFFER

SO

N

AVEN

U E

PO

PLAR

AVEN

U

E

SOMERVILLE STREET

X

BU

ILD

IN

G

AD

M

IN

ISTR

ATIO

N

AM

BU

LATO

R

Y C

AR

E

BU

ILD

IN

G

M

R I

BU

ILD

IN

G

BU

ILD

IN

G

1A

BED

TO

W

ER

M

PAULINE STREET

DECATUR

STREET

PHASE I

BU

ILD

IN

G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

N

0 8040

PHASING PLAN

GI002

NOTES:

WEEKEND HOURS SHALL BE DEFINED AS THE HOURS BETWEEN 6:00 PM. ON

FRIDAY TO 6:00 AM THE FOLLOWING MONDAY. NIGHTTIME HOURS ARE

DEFINED AS THE HOURS BETWEEN 6:00 PM TO 6:00 AM OF THE FOLLOWING

DAY MONDAY THROUGH THURSDAY.

PEDESTRIAN EGRESS SHALL

BE MAINTAINED AT ALL TIMES.

W W W W W W

W

W W

W W

W

Surface Inlet

Surface Inlet

SDSD

SD

SD

SD

SD

SD

SD

SDSDSDSDSD

SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

X

W W

W

W W

W

HH

HH

+0

21+00 21+85T

T T T T T T

2 6

7 TYP.

BUILDING 10

BUILDING 5

LINE B-1

7'

B-1 PROFILE

20+00 20+50

21+00 21+50

22+00 22+50

20+00

2.

2.

20+50 21+00

2.

2.

2.

2.

21+50 22+00 22+50

EX. STORM PIPE

STA:21+50.42

TOP:247.80

H

AN

D H

O

LE

-0

ST

A:

+7

0.

EL

EV

:2

.7

BLDG 10

BLDG 5

EXISTING AND

PROPOSED GRADE

PROPOSED

COMMUNICATIONS LINE

69 LF

AT -0.5%

LF

AT

2.

1%

3 LF

AT 0.0%

22.5° HORIZONTAL BEND

RETAINING WALL

(REMOVE AND REPLACE)

73 LF

AT 1.1%

EX. STORM PIPE

STA:21+47.05

TOP:247.54

3 LF

AT -0.5%

EX. WATER LINE

STA:21+52.32

EX. WATER LINE

STA:21+54.10

EX. WATER LINE

STA:21+67.52

Surface Inlet

TW=252.29'

TW=253.02'

TW=253.12'

TW

=2

.0

6'

Surface Inlet

TW=251.54'TW=251.58'

X

2 25

6 25

HH

HH

M.E.G.

252.19

M.E.G.

252.09

M.E.G.

252.15

M.E.G.

252.09

M.E.G.

252.00

M.E.G.

252.07

M.E.G.

251.99

M.E.G.

251.63

M.E.G.

251.72

M.E.G.

251.61

M.E.G.

251.52

M.E.G.

251.53

T/W 253.02

M.E.G.

251.55

T/W 253.02

M.E.G.

251.54

M.E.G.

251.56

256.85 252.42

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

N

0 4020

SITE DEVELOPMENT PLAN AND

PROFILE LINE B-1

CS101

1. PROPOSED UNDERGROUND FIBER OPTIC

COMMUNICATIONS LINE, SEE MEP SHEETS FOR MORE

INFORMATION

2. REMOVE AND REPLACE CONCRETE SIDEWALK

3. PROTECT EXISTING WATER LINE DURING

CONSTRUCTION

4. PROTECT EXISTING STORM PIPE DURING

CONSTRUCTION

5. PROTECT TREE DURING CONSTRUCTION

6. REMOVE AND REPLACE CONCRETE BLOCK RETAINING

WALL

7. REMOVE BUSH AND ROOT BALL

8. PROPOSED TELECOMMUNICATIONS HANDHOLE

NOTE:

UTILITY DEPTHS ARE APPROXIMATE. NO UTILITY

TEST HOLES WERE PERFORMED TO VERIFY

DEPTH. CONTRACTOR SHALL VERIFY DEPTHS

AND NOTIFY COR AND ENGINEER OF ANY

CONFLICTS WITH THE PROPOSED

TELECOMMUNICATIONS ROUTING.

SCALE: 1"=20'-0" SCALE: 1"=20'-0"

MATCH EXISTING GRADE

TOP OF CURB

GUTTER

TC 643.50

GU 643.00

640.00

M.E.G.

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SPOT ELEVATION

TOP OF CURB

EDGE OF PAVEMENT

TC 643.50

EP 643.00

TOP OF WALL T/W

643.00

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

SITE DETAILS

CS501

LID SHALL BE MARKED

"TELECOMMUNICATIONS"

MOUSE HOLES -(4).

CONDUIT ENTRY PENETRATION NOT TO

EXCEED 25 PERCENT OF SIDE WALL AREA

STAINLESS STEEL HEX

HEAD BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

EXTENSIONS AS

REQUIRED BY

CONDUIT DEPTH

KNOCKOUTS -(8)

SLOPE GRADE AWAY

FROM COVER 1" IN 3'

GRAVEL DRAINAGE BED MINIMUM 6"

DEPTH. MINIMUM SIZE GRAVEL 1"

8" EXTENSION

LOG

O

LENGTH

WIDTH

DEPTH

NOTES:

1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

2. ANY SPLICE, OR DEVICES IN HANDHOLE SHALL BE

SUBMERGIBLE.

3. PROVIDE LOCKABLE COVER FOR A COMPLETE SYSTEM.

NO SCALE

CONCRETE SIDEWALK

NO SCALE

EXTERIOR HANDHOLE DETAIL

3" MIN.

CONCRETE DUCTBANK

CONTINUES. REFER

TO SITE PLANS FOR

ROUTING

#4 BARS DOWELLED

INTO FOUNDATION

MARKER TAPE

TRACER WIRE

HANDHOLE FOR

TRACER WIRE

TYPICAL CONDUIT

RACEWAY

FOUNDATION WALL

REFER TO

STRUCTURALPLAN VIEW

7 1/2"

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" (5") SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0"

ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC

SPACER, MAXIMUM 5' ON

CENTER. [CARLON S288 SERIES,

UNDERGROUND DEVICES

WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES]

3" MIN.

3" M

IN

" M

IN

1/

4"

1/ 2"

2500 PSI CONCRETE

5/8"

9/

7 1/2"

NONMETALLIC REDUCER SPACER

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK.

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NOTES:

1. INSTALL 2000 LB TENSILE STRENGTH BRAIDED

POLYPROPYLENE PULL CORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE

WITH A MINIMUM OF (4) #4 DOWELS.

NO SCALE

DUCT BANK DETAIL

SEAL PENETRATIONS WATER TIGHT

TERMINATE METALLIC

TRACER IN HAND HOLE

ADJACENT TO EXTERIOR

WALL. COORDINATE EXACT

LOCATION WITH

ARCHITECT/ENGINEER

CONCRETE BLOCK RETAINING WALL DETAIL

NTS

NOTE

1. CONTRACTOR TO PROVIDE LANDSCAPE RETAINING WALL AT

HEIGHTS SPECIFIED ON THE SITE PLAN. BLOCKS SHALL BE

REUSED, AND NEW BLOCKS IF NECESSARY SHALL BE BROWN IN

COLOR AS APPROVED BY THE COR. CONTRACTOR TO PROVIDE

ENGINEERED SOLUTION FROM MANUFACTURER FOR APPROVAL

PRIOR TO CONSTRUCTION.

2. BASE OF WALL IS TO BE BELOW THE FROST LINE UNLESS WALL

IS PLACED ON SOLID ROCK FOUNDATION. MATCH EXISTING

FOUNDATION DEPTH.

FREE DRAINING BACKFILL TO EXTEND AT LEAST

24" BEHIND WALL.

NON-WOVEN GEOTEXTILE

FABRIC

PERFORATED 4" SOCK

DRAIN TO BE INSTALLED

AND TIED INTO EXISTING

SYSTEM. MATCH EXISTING

LEVELING PAD, AGGREGATE BASE COURSE,

TDOT TYPE A AGGREGATE, GRADE D

EXPOSED WALL HEIGHT

PER EXISTING CONDITIONS

GROUND LEVEL

WALL

HEIGHT

GROUND LEVEL

LEVELING

PAD

BURY DEPTH

2 BLOCKS TYP. OR 1'-0" MIN.

3.0°-7.0° BATTER ANGLE ON WALL

FF

=2

.1

5'

FF=259.15'

Surface Inlet

Surface Inlet

Surface Inlet

Surface Inlet

TW=254.72'

TW=254.74'

Surface Inlet

TW=252.29'

TW=253.02'

TW=253.12'

TW

=2

.0

6'

FF=252.11'

FF=252.11'

Surface Inlet

FF

=2

.3

5'

SDSD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSDSD

SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD

Surface Inlet

Surface Inlet

FF

=2

.3

4'

FF

=2

.4

2'

FF

=2

.4

4'

FF

=2

.3

9'

FF=252.43'

TW=251.54'TW=251.58'

TW=255.03'

TW

=256.62'

X

2 25

6 25

HH

HH

IP

IP

IP IP

IP

3 BUILDING 10

BUILDING 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

EROSION CONTROL PLAN

CJ101

N

0 4020

IP

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEMPHIS, TN

614-22-700

CMB DSMRevisions: Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 22122

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 22.3101

VA Memphis EHRM Infrastructure

N/A

10/11/2023

35% SCHEMATIC DESIGN 10/31/2022

65% DESIGN DEVELOPMENT 05/03/2023

95% CONSTRUCTION DOCUMENTS 08/16/2023

100% FINAL BID DOCUMENTS 09/27/2023

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

100% FINAL STAMPED BID DOCUMENTS 10/11/2023

LU

KE J . LE IS ING

AGRICULTURER

E

G I S T E R E E N G

I N E

E R

S T

A T

E

O F T ENNEE

S E

E

N O . 1 1 8 6 3 2 C

O M M E R C E

EROSION CONTROL DETAILS

CJ501

2 4

8" DIAMETER (MIN.)

SEDIMENT CONTROL LOG

12" OVERLAP

(MIN.)

NOTES:

1. THIS DETAIL IS FOR USE WITH

SEDIMENT CONTROL LOGS

THAT ARE A MINIMUM OF 8 LB/FT

2. PLACE LOG AGAINST

SIDEWALK OR BACK OF CURB

WHEN ADJACENT TO THESE

FEATURES.

FLOW

A

6"

3"

DIAM.

SCL

10' MAX.ON CENTER (TYP.)

3"

6"

COMPOST SEDIMENT CONTROL LOG (WEIGHTED)

COMPOST SEDIMENT CONTROL LOG

SECTION - A

LOG JOINTS