36C78618B0070-00003001.pdf

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2+00

3+00

4+00

61+00

BP: 60+00.00

C1.11 CONCRETE SIDEWALK

GETTYSBURG ADDRESS

SIGN

VISITOR PARKING (3 SPACES)

VISITOR PARKING (3

SPACES)

EXISTING PUMP

HOUSE

FLOWER WATERING STATION

LOCATION AT STA 61+07.

STAFF PARKING (7 SPACES)

HEAVY DUTY

CONCRETE

PAVEMENT

SLAB ON GRADE, SEE

STRUCTURAL PLANS

FOR DETAILS

HEAVY DUTY CONCRETE PAVEMENT

CONCRETE SIDEWALK

REFUSE DUMPSTER

(30 CY VOLUME)

CONVAULT TANK

BOLLARD, TYP.

WHEELSTOP, TYP.

GATEWAY

IMPROVEMENTS

VEHICLE WASHING

AREA

VEHICLE WASHING RACK

SEE PLUMBING DRAWINGS

BOLLARD, TYP.

STAFF PARKING (3 SPACES)

MASONRY SECURITY WALL FOR

MAINTENANCE YARD (10' HT.)

EXISTING CONCRETE PAVEMENT

ADMINISTRATION /

PUBLIC INFORMATION

CENTER BUILDING

(SEE LAYOUT NOTE 8)

MAINTENANCE BUILDING

COVERED STORAGE

STRUCTURE

R7.00'

R7.00'

2.00' 5.00'

2.00'

R15.

00'

.00

' T

YP

9.00' TYP.

85.28'

.04

43.25'

.04

.50

8.5

0'

28.00'

.71

.00

.12

.55

129.62'

.82

45.73'

2.00' 20.00' 2.00'6.00' 2.00'

.13

5.3

6'

OPERATIONS YARD

5.8 8'

C1.13

C1.12

C1.11

C1.11

C1.12

C1.11

C1.12

MAINTENANCE EGRESS STAIRS 2

C1.12

C1.12

R15 .00

10.03'

C1.12WHEELSTOP, TYP.

8.00'

7.6 6'

2.03'

C1.10

C1.10

C1.10

N 10319.73 E 10481.02

N 10228.84 E 10414.38

N 10290.96 E 10371.99

N 10405.82 E 10340.49

EXPANSION JOINT11

C1.11

CONSTRUCT CONTROL JOINTS

EVENLY SPACED PERPENDICULAR

TO ADJACENT STRUCTURES,

MAXIMUM SPACING 15'

C1.12

BOLLARD, TYP.6

C1.12

BOLLARD, TYP.6

C1.12

BOLLARD, TYP.6

C1.12

PROVIDE GATE

OPERATOR SWITCH

EXPANSION JOINT

C1.11

EXPANSION JOINT11

C1.11

SLAB ON GRADE, SEE

STRUCTURAL PLANS

FOR DETAILS

5.00' 19.35'

R7.00'

BEGIN FULL DEPTH RESTORATION

STA: 2+15.7

10.00'

CURB TRANSITION

24 INCH MOUNTABLE CURB

& GUTTER 1

C1.11

STA:2+14.54

OFF:12.00'R

STA:2+62.00

OFF:12.09'R

STA:2+92.74

OFF:12.00'R

STA:3+73.49

OFF:12.00'R

STA:2+38.01

OFF:12.00'L

STA:3+18.35

OFF:12.00'L

ROAD CENTERLINE

100+00 ROAD CENTERLINE STATIONING

FULL-DEPTH ASPHALT PAVEMENT

PARTIAL-DEPTH ASPHALT PAVEMENT

HEAVY DUTY CONCRETE PAVEMENT

MOUNTABLE CURB & GUTTER

DEPRESSED CURB & GUTTER

PARKING STRIPING

SOIL BORING / PAVEMENT CORING

SITE WALL

FLOWER WATERING STATION

TRASH RECEPTACLE

BOLLARD

SIGN

EXISTING BURIALS

EXISTING PROPERTY FENCE

EXISTING TREE LINE

EXISTING TREE - CONIFEROUS

Legend

GRADING

SAWCUT

CONCRETE SIDEWALK

0 20'10'5'

ADMINISTRATION + MAINTENANCE AREA

PLAN 1"= 10' - 0"

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

1. CURB DIMENSIONS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE COTR AND

CEMETERY DIRECTOR TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES AND SITE

AMENITIES.

3. PROPOSED CURBS TO BE FIELD STAKED FOR APPROVAL OF THE COTR AND CEMETERY DIRECTOR

PRIOR TO INSTALLATION.

4. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT

OR PATTERN OF MATERIALS.

5. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT

WORK.

6. SITE FURNISHING LOCATIONS SHALL BE APPROVED BY THE COTR AND CEMETERY DIRECTOR PRIOR

TO INSTALLATION.

7. INSTALL EXPANSION JOINTS AT ALL CURB/SIDEWALK, BUILDING/SIDEWALK OR PAVEMENT,

WALL/SIDEWALK OR PAVEMENT AND SLAB ON GRADE/PAVEMENT INTERFACES AND AT ALL FIXED

OBJECTS TO REMAIN (EXISTING BUILDING, WALLS, PAVEMENT, ETC.)

8. CONTRACTOR TO VERIFY WORK IN ADMINISTRATION/PUBLIC INFORMATION CENTER BUILDING THAT

REMAINS TO BE COMPLETED. REFER TO ARCHITECTURAL DRAWINGS.

LAYOUT NOTES

GENERAL NOTES:

1. SURVEY BACKGROUND OBTAINED FROM SURVEY DATED SEPTEMBER 27, 2011 PREPARED BY

SMITHGROUPJJR AND SIGNED BY JOHN K. PIATT, RLS FOR MEMPHIS NATIONAL CEMETERY.

BELOW GROUND RECORD UTILITY INFORMATION WAS PROVIDED BY THE VA AND WAS NOT

SURVEYED BY SMITHGROUPJJR. AS SUCH SMITHGROUPJJR MAKES NO GUARANTEE NOR

ASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OF THE BELOW GROUND

UTILITY INFORMATION AS RECORD DRAWINGS WERE SUPPLIED BY THE GOVERNMENT FOR USE

AS THE UTILITY SURVEY BASE. UTILITIES WITHIN OPERATIONS YARD ARE BASED ON

SMITHGROUPJJR PLANS, DATED MAY 31, 2013.

2. THE LAYOUT OF FACILITIES SHOWN ON THIS DRAWING ARE BASED ON THE HORIZONTAL AND

VERTICAL CONTROL SYSTEM DESCRIBED ON THE SURVEY DRAWING. SURVEY PROVIDED BY

SMITHGROUPJJR , SEPTEMBER 27, 2011.

3. SITE COORDINATES ARE SHOWN FOR CONSTRUCTION BASELINES AND KEY FEATURES ONLY. AN

ELECTRONIC COPY OF AN AUTOCAD 2010 DRAWING FILE WILL BE PROVIDED FOR LAYOUT OF

PROPOSED FACILITIES DESIGNED BY SMITHGROUPJJR AND SHOULD BE USED ONLY FOR THOSE

FACILITIES. NO GUARANTEE IS MADE BY SMITHGROUPJJR FOR THE ACCURACY OF WORK

PROVIDED BY OTHERS.

4. SEE SITE SURVEY DRAWINGS FOR LEGEND OF EXISTING FEATURES.

5. BEFORE ANY EXCAVATION ON THE SITE, CONTACT TENNESSEE ONE-CALL SYSTEM, INC. (PHONE:

800-351-1111; ALTERNATE: 615-366-1987) TO LOCATE ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL BURIED UTILITIES IN THE

AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL REPAIR OR

REPLACE ANY BURIED CONDUIT, CABLES, OR PIPING DAMAGED DURING THE INSTALLATION OF

THIS WORK. CONTRACTOR TO CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

START OF CONSTRUCTION. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 48 HOURS

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE

REPORTED IN WRITING TO THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE(COTR)

AND CEMETERY DIRECTOR IMMEDIATELY.

6. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DOCUMENTS AND THE

ELECTRONIC FILES, THE DRAWINGS WILL CONTROL. NOTIFY THE COTR AND CEMETERY

DIRECTOR IMMEDIATELY WHEN ANY DISCREPANCY IS NOTED.

7. ALL CONTROL OF TRAFFIC REQUIRED TO PERFORM THE WORK SHALL BE THE CONTRACTOR'S

RESPONSIBILITY IN ACCORDANCE WITH TDOT STANDARDS AND SPECIFICATIONS. CONTRACTOR

SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE COTR AND CEMETERY

DIRECTOR PRIOR TO INSTALLATION.

8. THE WALKWAYS AND ACCESS TO OCCUPIED BUILDINGS MUST REMAIN OPEN TO PEDESTRIANS AT

ALL TIMES.

9. ABSOLUTELY NO DEMOLITION OR CONSTRUCTION SHALL OCCUR OVER GRAVESITES/EXISTING

BURIALS.

(NOT TO SCALE)

KEY PLAN

AutoCAD SHX Text N

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SCALE 1"=10'

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CONSULTANTS:

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PIC/ADMIN AND MAINT. BLDGS,

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AND SITE IMPROVEMENTS

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MEMPHIS, TENNESSEE

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LAND. ARCH/CIVIL ENG.:

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MEMPHIS NATIONAL CEMETERY -

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860CM3017C

AutoCAD SHX Text 2017/06/02

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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JY

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SECURITY

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ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

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OFFICE OF DESIGN AND CONSTRUCTION

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AutoCAD SHX Text 6/2/17

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LAYOUT - ADMIN + MAINTENANCE AREA

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ST

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