Oval Circle Drive BD Submission Drawings 210310.pdf

PDF 29 MB Posted Jul 22, 2022

Attached to: Z1LB--Project 564-17-117| Refurnish Oval of Circle Drive
Solicitation number: 36C25622R0079
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for refurbishing an oval drive at a Veterans Affairs medical center. The solicitation is available only to service-disabled veteran-owned small businesses and seeks a contractor to fully replace roadways, parking areas, curbs, gutters, traffic control devices, pavement markings, pedestrian areas, site lighting, emergency call boxes, earthwork and landscaping, site utilities and storm water management at the Veterans Healthcare System of the Ozarks campus located in Fayetteville, Arkansas. The project value is estimated between $2 million and $5 million. Interested parties must register on the website to receive any amendments to the solicitation, which will be issued as a request for proposals on July 6th, 2022. Proposals must be received within 120 days and include a bid bond. Performance and payment bonds will be required from the selected contractor. Offerors must also be registered on various federal websites including SAM.gov and complete online representations and certifications prior to the due date.

View the file

Other files

File	Type	Posted
564-17-117 Pre-Bid RFIs Responses.pdf	PDF	Aug 29, 2022
SOW Refurbish Circle Oval Drive 564-17-117SC.pdf	PDF	Aug 29, 2022
Oval Circle Drive Submission Specifications 20210331.pdf	PDF	Aug 29, 2022
Oval Circle Drive Submission Drawings 20210331.pdf	PDF	Aug 29, 2022
Oval Circle Drive BD Submission Specifications 210310.pdf	PDF	Aug 22, 2022
BID RFIs Oval Drive.pdf	PDF	Aug 22, 2022
36C25622R0079 0002.pdf	PDF	Aug 22, 2022
Oval Circle Drive BD Submission Drawings 210310.pdf	PDF	Aug 22, 2022
36C25622R0079 0001.pdf	PDF	Aug 12, 2022
Site Visit Signin Oval Drive.pdf	PDF	Aug 10, 2022
Oval Circle Drive BD Submission Specifications 210310.pdf	PDF	Jul 22, 2022
SOW Refurbish Circle Oval Drive 564-17-117.pdf	PDF	Jul 22, 2022
Wage Determination.pdf	PDF	Jul 22, 2022
36C25622R0079.pdf	PDF	Jul 22, 2022
SF24 - BID BOND.pdf	PDF	Jul 22, 2022

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

John G. Ross, PE

2021.03.10 14:30:15 -05'00'

TOPOGRAPHIC SURVEY

G A

R D

E N

CIVIL SITE PLAN - DEMOLITION

CD101

DEMOLITION NOTES

1. THE CONTRACTOR MUST TAKE ALL PRECAUTIONS NECESSARY TO

AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE

CONSTRUCTION PHASE OF THE PROJECT. THE CONTRACTOR WILL BE

HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES

OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

2. THE CONTRACTOR MUST BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,

WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO

CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.

PLACEMENT OF THESE DEVICES MUST BE APPROVED BY THE COR

PRIOR TO PLACEMENT. COR MUST BE NOTIFIED TWO WEEKS PRIOR

TO PLACEMENT.

3. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE

FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE

WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

4. CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE BY

THE ENGINEER, ARCHITECT, OR COR ARE NOT INTENDED TO REVIEW

THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, OR

NEAR THE CONSTRUCTION SITE.

5. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST

COMPLY WITH THE EROSION CONTROL PLAN AND PERMIT.

6. THE CONTRACTOR MUST FIELD VERIFY LOCATIONS AND ELEVATIONS

OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR

MUST NOTIFY THE COR OF ANY DISCREPANCIES OR VARIATIONS

FROM THE PLANS.

7. UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES

PROPERTY OF CONTRACTOR.

8. REFER TO THE ENVIRONMENTAL PLANS AND SPECIFICATIONS FOR

HAZARDOUS MATERIAL REMEDIATION.

9. CONTRACTOR MUST FURNISH TEMPORARY BARRICADES AND OTHER

PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND

DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

10. FURNISH PROTECTION TO ALLOW SAFE PASSAGE OF PEOPLE

AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED

PORTIONS OF BUILDING.

11. CONTRACTOR MUST FURNISH AND MAINTAIN SHORING, BRACING,

AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY

AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF

CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT

UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF

CONSTRUCTION BEING DEMOLISHED.

12. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE

EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE

METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS

OF GOVERNING REGULATIONS.

13. REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS

OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.

14. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED,

REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO

REMAIN COR'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM

PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN APPROVED

LANDFILL.

15. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE

UNLESS AUTHORIZED BY COR.

16. THE STONE WORK AROUND THE TREES MUST BE REUSED/INSTALLED

BY CONTRACTOR FOR NEWLY PLANTED TREES, ALL EXTRA MUST BE

RETURNED TO THE STATION.

17. ALL UTILITY VALVES, MANHOLES, BOXES AND HYDRANTS NOT TO BE

REMOVED MUST BE RECONSTRUCTED TO MEET FUTURE GRADES.

18. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR

TRAVERSE JOINT IS LESS THAN 6 FEET AT IS NARROWEST WIDTH,

REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

19. COR MAY REQUIRE A PORTION OF THE REMOVED ASPHALT TO

REMAIN ON-SITE FOR USE AS GRAVEL. CONTACT THE COR PRIOR TO

BEGINNING DEMOLITION TO DETERMINE AMOUNT AND STORAGE

LOCATION. ANY ASPHALT MILLINGS NOT RETAINED BY THE COR WILL

BECOME PROPERTY OF THE GENERAL CONTRACTOR AND MUST BE

REMOVED FROM THE PROPERTY IN ACCORDANCE WITH THE

SPECIFICATIONS.

20. DEMOLITION TO MATCH PHASING PLAN.

DEMOLISH ASPHALT PAVING (3-4") BY MILLING & CONCRETE BASE (6")

DEPTHS ARE ESTIMATES IN ACCORDANCE WITH THE

GEOTECH REPORT, REFERENCE GTS GEOTECH

REPORT MAY 4TH, 2020 FOR BORING LOGS A PORTION OF

THE DEMOLISHED ASPHALT MILLINGS WILL REMAIN THE PROPERTY

OF THE VA STATION. RELOCATION OF THE DEMOLISHED ASPHALT

MUST BE IN ACCORDANCE WITH THE COR'S DIRECTION.

REMAINDER OF DEMOLISHED ASPHALT WILL BECOME

PROPERTY OF THE GENERAL CONTRACTOR.

DEMOLISH, REMOVE, AND PROPERLY DISPOSE OF

CONCRETE SIDEWALK INCL.

ACCESSIBLE RAMPS; STORE BENCHES AND

RELOCATE AFTER CONSTRUCTION

DEMOLISH & REMOVE

CONCRETE CURB & GUTTER,

IF A PLACARD EXIST ON THE SIDEWALK, IT MUST BE REMOVED

AND REPLACED IN ACCORDANCE WITH COR DIRECTION

REMOVE STORM DRAIN PIPES &

INLETS

PROTECT EXISTING WAYFINDING SIGNS IN PLACE

D C

B A

D C

B A t h r e e i n c h e s o n e f o o t t h r e e q u a r t e r s i n c h e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

Revisions:

Project Phase:

1 2 3 4 5 6

Location:

CONSULTANTS:

U.S. Department of Veterans Affairs

MARCH 10, 2021

VETERANS HEALTHCARE

SYSTEM OF THE OZARKS

Sheet of

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

8016 TOWER

POINT DRIVE

CHARLOTTE, NC

28227

P 704.814.1320

F 704.321.0833

MAIN OFFICE

BID DOCUMENTS

REFURBISH OVAL OF

CIRCLE DRIVE

564-17-117

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D

C O N S U L T A N T S

D E V E L O P M E N T

CKBK

GENERAL NOTES

1. LOCATIONS OF THE EXISTING UTILITIES ARE APPROXIMATE.

THE CONTRACTORS ARE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

2. CONTRACTOR MUST BEAR ALL RESPONSIBILITY AND COST OF

REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED

OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION

PROJECT.

3. CONTRACTOR MUST NOTIFY THE COR OF ANY DAMAGED OR

INTERRUPTED UTILITIES IMMEDIATELY.

4. CONTRACTOR MUST NOTIFY COR PRIOR TO BEGINNING WORK.

TWO WEEKS PRIOR TO ANY PHASE BEGINNING THE COR MUST

BE NOTIFIED.

5. ALL DISTURBED AREAS NOT WITHIN THE PAVED AREA ARE TO

RECEIVE LOOSE STRAW TO FURNISH EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN ORDERLY MANNER IN

ACCORDANCE WITH THE SPEC. EROSION CONTROL REQUIRED

IN ACCORDANCE WITH PHASING PLAN.

6. CONTRACTOR MUST CONTROL AND PREVENT OFF-SITE

TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

7. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE

SYSTEM IN ACCORDANCE WITH THE EROSION CONTROL AND

SWPPP PLAN.

8. CONTRACTOR MUST LOCATE LOCATE AND MARK ALL UTILITIES.

LOCATES MUST BE APPROVED BY COR PRIOR TO PROCEEDING.

CONTRACTOR TO CONTACT COR TWO WEEKS PRIOR TO

EXCAVATION.

9. SURFACE MATERIALS DISTURBED BY THIS WORK TO BE

RETURNED TO BE SODDED IN ACCORDANCE WITH THE

SPECIFICATIONS AND FAR/VAR REQUIREMENTS.

10. ALL UTILITY INTERRUPTIONS REQUIRE APPROVAL OF COR.

NOTIFY A MINIMUM OF 7 DAYS PRIOR TO THE INTERRUPTION.

N/A

1 2 3 4 5

03-10-2021

DISTURBED AREA = 3.81 ACRES

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WHEEL STOP (TYP.)

AutoCAD SHX Text

WHEEL STOP (TYP.)

AutoCAD SHX Text

WHEEL STOP (TYP.)

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

ADA DETECTABLE DOMES

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1448.48 FL ELEV=1444.58

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1453.27 FL E ELEV=1449.57

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1453.36 FL ELEV=1448.96

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1463.85 FL ELEV=1460.05

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1463.67 FL E ELEV=1459.47 FL W ELEV=1459.57

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1460.83 FL W ELEV=1457.13

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1460.60 FL E ELEV=1456.60 FL W ELEV=1456.40

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1448.60 FL NE ELEV=1444.70 FL SE ELEV=1444.60

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1448.82 FL ELEV=1445.12

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1442.23 FL ELEV=1438.13

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1442.43 FL N ELEV=1437.23 FL S ELEV=1437.13

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

34" PINE

AutoCAD SHX Text

26" SWEET GUM

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

16" ELM

AutoCAD SHX Text

36" BOIS D'ARC

AutoCAD SHX Text

28" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

48" PINE

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

12" DOGWOOD

AutoCAD SHX Text

20" PINE

AutoCAD SHX Text

12" DOGWOOD

AutoCAD SHX Text

48" OAK

AutoCAD SHX Text

28" PINE

AutoCAD SHX Text

36" PINE

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

34" PINE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

40" SWEET GUM

AutoCAD SHX Text

20" MAPLE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

50" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

42" OAK

AutoCAD SHX Text

8" TWIN DOGWOOD

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

18" SWEET GUM

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

22" MAPLE

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

22" SWEET GUM

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

32" SWEET GUM

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

26" SWEET GUM

AutoCAD SHX Text

20" MAPLE

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

32" SWEET GUM

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

8" OAK

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

4" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

10" OAK

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

32" MAPLE

AutoCAD SHX Text

2" DOGWOOD

AutoCAD SHX Text

30" MAPLE

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

60" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

14" KENTUCKY COFFEE

AutoCAD SHX Text

30" MAPLE

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

32" SWEET GUM

AutoCAD SHX Text

2" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

10" OAK

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

4" OAK

AutoCAD SHX Text

44" ELM

AutoCAD SHX Text

40" OAK

AutoCAD SHX Text

22" OAK

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

40" BOIS D'ARC

AutoCAD SHX Text

44" MAPLE

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

10" TWIN DOGWOOD

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

6" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

40" OAK

AutoCAD SHX Text

10" MAPLE

AutoCAD SHX Text

4" MAPLE

AutoCAD SHX Text

22" SWEET GUM

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

24" AMERICAN HOLLY

AutoCAD SHX Text

10" AMERICAN HOLLY

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

6" REDBUD

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

24" HAWTHORNE

AutoCAD SHX Text

26" AMERICAN HOLLY

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

22" GINGKO

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

6" OAK

AutoCAD SHX Text

12" MAPLE

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

26" SWEET GUM

AutoCAD SHX Text

20" SWEET GUM

AutoCAD SHX Text

60" OAK

AutoCAD SHX Text

32" WILLOW OAK

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

28" OAK

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

24" SWEET GUM

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

26" SWEET GUM

AutoCAD SHX Text

10" TWIN MAGNOLIA

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

14" TRIPLE MAGNOLIA

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

22" MAPLE

AutoCAD SHX Text

NEEDS CORRECTIVE

AutoCAD SHX Text

PRUNING AS SOON

AutoCAD SHX Text

AS POSSIBLE.

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1449.04 FL N ELEV=1434.64 FL S ELEV=1434.44

AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=1473.40 FL N ELEV=1468.90 FL E ELEV=1465.20 FL W ELEV=1469.90 FL W ELEV=1465.30

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1470.71 FL N/S ELEV=1461.21 FL W ELEV=1461.71 FL NW ELEV=1461.91

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1461.75 FL N ELEV=1456.25 FL S ELEV=1456.15

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1452.03 FL N ELEV=1447.53 FL N ELEV=1441.63 FL S ELEV=1441.03 FL W ELEV=1441.73

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1453.01 FL N ELEV=1443.21 FL E ELEV=1443.11 FL W ELEV=1443.21

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1443.56 FL N ELEV=1435.66 FL S ELEV=1435.56

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1435.06 FL N ELEV=1429.76 FL E ELEV=1429.66 FL S ELEV=1429.86

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1435.22 FL N ELEV=1429.22 FL E ELEV=1427.42 FL S ELEV=1429.22 FL W ELEV=1429.22

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

QUAZITE

AutoCAD SHX Text

BOX

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

PIV

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

ABANDONED WATER LINE

AutoCAD SHX Text

ABANDONED WATER LINE

AutoCAD SHX Text

ABANDONED WATER LINE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DIESEL TANK

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

PLANTERS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PLANTERS

AutoCAD SHX Text

PLANTERS

AutoCAD SHX Text

PLANTERS

AutoCAD SHX Text

PLANTERS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

POLE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

STONE MON.

AutoCAD SHX Text C/O

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text C/O

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1448.11 FL N ELEV=1443.91 FL S ELEV=1443.61

AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=1475.41 FL IN ELEV=1468.71 FL IN ELEV=1460.91 FL OUT ELEV=1460.91

AutoCAD SHX Text

STORM DRAIN MANHOLE TOP ELEV=1473.34 FL E ELEV=1461.04 FL W ELEV=1463.04

AutoCAD SHX Text STORM DRAIN INLET TOP ELEV=1434.39 FL E ELEV=1424.89 FL SW ELEV=1431.59 FL W ELEV=1424.89

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1441.27 FL ELEV=1436.37

AutoCAD SHX Text

STORM DRAIN JUNCTION BOX

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

ABANDONED GAS LINE

AutoCAD SHX Text

ABANDONED GAS LINE

AutoCAD SHX Text

ABANDONED WATER LINE

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1452.64 FL N ELEV=1435.26 FL E ELEV=1447.24 FL S ELEV=1435.21

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

SYMBOL WORK WORK

AutoCAD SHX Text

. A PORTION OF

AutoCAD SHX Text

5 (TYP.)

AutoCAD SHX Text

REMOVE WHEEL STOPS & STORE IN ACCORDANCE WITH COR INSTRUCTIONS

AutoCAD SHX Text

6 (TYP.)

AutoCAD SHX Text

6 (TYP.)

AutoCAD SHX Text

CONCRETE WALK & FLAGPOLES TO REMAIN

AutoCAD SHX Text

REMOVE TREE INCLUDING STUMP (49) IN ACCORDANCE W/ THE SPECIFICATIONS

AutoCAD SHX Text

6 (TYP.)

AutoCAD SHX Text

5 (TYP.)

AutoCAD SHX Text

PLANTERS AND CONCRETE TO BE REMOVED AND REPLACED

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

GRAPHIC SCALE 1" = 30'

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

LEAVE REMAINDER OF STORMWATER LINE, TIE IN PROPOSED 18" LINE

AutoCAD SHX Text REMOVE AND DISCONNECT EXISTING LIGHT POLES PRIOR TO CONSTRUCTION, STORE IN ACCORDANCE WITH DIRECTION FROM COR, REPLACE IN ACCORDANCE WITH ELECTRICAL PLAN

AutoCAD SHX Text

AutoCAD SHX Text REMOVE AND STORE AWNING IN ACCORDANCE WITH COR DIRECTION, REPLACE AFTER PAVERS HAVE BEEN INSTALLED

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

REMOVE AND CAP ABANDONED LINE WATERLINE UNDER ROAD CROSSING

AutoCAD SHX Text

AutoCAD SHX Text REMOVE BENCHES AND STORE IN ACCORDANCE WITH COR DIRECTION. BENCHES TO BE REINSTALLED ONCE PAVEMENT IS COMPLETE. IF PLACARD IS DAMAGED IT IS TO BE REPLACED.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE ALL DIRECTIONAL AND PARKING SIGNS WITHIN CONSTRUCTION LIMITS AS DIRECTED BY COR AND STORE THEM OR PROPERLY DISPOSE OF THEM IN ACCORDANCE WITH COR DIRECTION.

AutoCAD SHX Text

10 TYP.

AutoCAD SHX Text

7 TYP.

AutoCAD SHX Text

LEAVE REMAINDER OF STORMWATER LINE, CAP 5' FROM DEMOLISHED INLET

AutoCAD SHX Text

BIKE RACK TO BE RELOCATED IN ACCORDANCE WITH COR DIRECTION

AutoCAD SHX Text

TREE TO BE REMOVED

AutoCAD SHX Text

TREE TO REMAIN

AutoCAD SHX Text

IF DEDUCTIVE ALTERNATIVE #2 IS TAKEN THESE TREES ARE TO BE PROTECTED

AutoCAD SHX Text DEDUCT ALTERNATIVE #1 - REMOVE INTERIOR SIDEWALKS IN PLACES WITHOUT PARKING. DEDUCT ALTERNATIVE #2 - REMOVE ALL NON-ACCESSIBLE PARKING. DEDUCT ALTERNATE NO. 3 -REMOVE ALL NON-ACCESSIBLE LIGHT FIXTURES

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

SURVEY LEGEND

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text X

AutoCAD SHX Text

POWER TRANSFORMER

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UNDERGROUND CABLE

AutoCAD SHX Text

UGT

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

PTRANS

AutoCAD SHX Text

SIGN TO BE REMOVED

G A

R D

E N

D C

B A

D C

B A t h r e e i n c h e e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

Revisions:

Project Phase:

1 2 3 4 5 6

Location:

CONSULTANTS:

U.S. Department of Veterans Affairs

MARCH 10, 2021

VETERANS HEALTHCARE

SYSTEM OF THE OZARKS

Sheet of

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

8016 TOWER

POINT DRIVE

CHARLOTTE, NC

28227

P 704.814.1320

F 704.321.0833

MAIN OFFICE

BID DOCUMENTS

REFURBISH OVAL OF

CIRCLE DRIVE

564-17-117

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D

C O N S U L T A N T S

D E V E L O P M E N T

CKBK

GENERAL NOTES

1. LOCATIONS OF THE EXISTING UTILITIES ARE APPROXIMATE.

THE CONTRACTORS ARE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

2. CONTRACTOR MUST BEAR ALL RESPONSIBILITY AND COST OF

REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED

OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION

PROJECT.

3. CONTRACTOR MUST NOTIFY THE COR OF ANY DAMAGED OR

INTERRUPTED UTILITIES IMMEDIATELY.

4. CONTRACTOR MUST NOTIFY COR PRIOR TO BEGINNING WORK.

TWO WEEKS PRIOR TO ANY PHASE BEGINNING THE COR MUST

BE NOTIFIED.

5. ALL DISTURBED AREAS NOT WITHIN THE PAVED AREA ARE TO

RECEIVE LOOSE STRAW TO FURNISH EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN ORDERLY MANNER IN

ACCORDANCE WITH THE SPEC. EROSION CONTROL REQUIRED

IN ACCORDANCE WITH PHASING PLAN.

6. CONTRACTOR MUST CONTROL AND PREVENT OFF-SITE

TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

7. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE

SYSTEM IN ACCORDANCE WITH THE EROSION CONTROL AND

SWPPP PLAN.

8. CONTRACTOR MUST LOCATE LOCATE AND MARK ALL UTILITIES.

LOCATES MUST BE APPROVED BY COR PRIOR TO PROCEEDING.

CONTRACTOR TO CONTACT COR TWO WEEKS PRIOR TO

EXCAVATION.

9. SURFACE MATERIALS DISTURBED BY THIS WORK TO BE

RETURNED TO BE SODDED IN ACCORDANCE WITH THE

SPECIFICATIONS AND FAR/VAR REQUIREMENTS.

10. ALL UTILITY INTERRUPTIONS REQUIRE APPROVAL OF COR.

NOTIFY A MINIMUM OF 7 DAYS PRIOR TO THE INTERRUPTION.

N/A

1 2 3 4 5

03-10-2021

CIVIL SITE PLAN - SITE

CS101

SITE PLAN NOTES

1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK MUST BE

FURNISHED AND INSTALLED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE PLANS & SPECIFICATIONS.

2. THE COR MUST BE NOTIFIED AT LEAST TWO WEEKS PRIOR TO WORK

WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR

DRIVEWAYS).

3. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST

COMPLY WITH THE EROSION CONTROL PLAN AND ALL APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

4. THE CONTRACTOR MUST FIELD VERIFY LOCATIONS AND ELEVATIONS

OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR

MUST NOTIFY THE COR OF ANY DISCREPANCIES OR VARIATIONS

FROM THE PLANS.

5. THE CONTRACTOR MUST BE RESPONSIBLE FOR FURNISH AND

MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,

WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO

CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.

PLACEMENT OF THESE DEVICES MUST BE APPROVED BY THE COR

PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES MUST CONFORM

TO THE APPROPRIATE MUTCD STANDARDS.

6. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE

FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE

WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

7. THE DUTY OF THE COR OR ENGINEER TO CONDUCT CONSTRUCTION

REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO

REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES

IN, OR NEAR THE CONSTRUCTION SITE.

8. ANY SIGN OR FIXTURE REMOVED WITHIN THE RIGHT OF WAY, OR AS

PART OF THE SITE WORK MUST BE REPLACED BY THE CONTRACTOR

IN ACCORDANCE WITH COR DIRECTION.

9. CLEAR, GRUB AND REMOVE ALL TREES, VEGETATION AND SITE

DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL MUST BE

HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND

REMOVALS MUST BE PERFORMED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES MUST

BE PERFORMED IN ACCORDANCE WITH SWPPP PLAN, EROSION

CONTROL PLAN, AND ALL STATE, FEDERAL AND LOCAL

REQUIREMENTS.

10. PEDESTRIAN RAMPS MUST BE FURNISHED AT THE LOCATIONS

SHOWN AND MUST BE ADA COMPLAINT.

11. THE CONTRACTOR MUST SAW-CUT BITUMINOUS AND CONCRETE

PAVEMENTS AS REQUIRED IN ACCORDANCE WITH THE

SPECIFICATIONS.

12. THE CONTRACTOR MUST BE REQUIRED TO OBTAIN ALL PERMITS

FROM AUTHORITIES AND REGULATORY AGENCIES HAVING

JURISDICTION OVER THIS SITE AND THE ADJACENT RIGHT OF WAYS,

AS REQUIRED, PRIOR TO BEGINNING WORK.

13. EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS INDICATED

TO BE STOCKPILED OR OTHERWISE REMAIN ON VA PROPERTY,

CLEARED MATERIALS MUST BECOME CONTRACTOR'S PROPERTY AND

MUST BE REMOVED FROM PROJECT SITE.

14. SALVAGEABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS

INDICATED TO BE SALVAGED AND STORE ON VA'S PREMISES IN A

LOCATION APPROVED BY THE COR.

15. DO NOT COMMENCE SITE-CLEARING OPERATIONS UNTIL TEMPORARY

EROSION- AND SEDIMENTATION-CONTROL AND PLANT-PROTECTION

MEASURES ARE IN PLACE AND APPROVED BY COR.

16. SOIL STRIPPING, HANDLING, AND STOCKPILING: PERFORM ONLY

WHEN THE TOPSOIL IS DRY OR SLIGHTLY MOIST.

17. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL

POINTS FROM DISTURBANCE DURING CONSTRUCTION.

18. LOCATE AND CLEARLY IDENTIFY TREES, SHRUBS, AND OTHER

VEGETATION TO REMAIN, OR TO BE RELOCATED.

19. INTERRUPTING EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES

SERVING FACILITIES OCCUPIED BY COR OR OTHERS UNLESS

PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY

AFTER ARRANGING TO FURNISH TEMPORARY UTILITY SERVICES

ACCORDING TO REQUIREMENTS INDICATED:

a. NOTIFY COR NOT LESS THAN 7 DAYS IN ADVANCE OF PROPOSED

UTILITY INTERRUPTIONS.

b. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT

COR'S WRITTEN PERMISSION.

20. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING

OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS FURTHER

EXCAVATION OR EARTHWORK IS INDICATED.

21. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.

22. STRIP TOPSOIL TO FULL DEPTH IN A MANNER TO PREVENT

INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE

MATERIALS.

23. REMOVE SUBSOIL AND NON-SOIL MATERIALS FROM TOPSOIL,

INCLUDING CLAY LUMPS, GRAVEL, AND OTHER OBJECTS MORE THAN

2 INCHES IN DIAMETER; TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER

WASTE MATERIALS.

24. ALL DISTURBED AREAS NOT HARDSCAPED TO BE SODDED IN

ACCORDANCE WITH SPECIFICATIONS.

25. WHERE PROJECT SCOPE MEETS EXISTING GRADE GC IS TO ENSURE

SMOOTH TRANSITION TO EXISTING GRADE. MAXIMUM

" GRADE

DIFFERENCE FOR ASPHALT SURFACES. MAXIMUM

" GRADE

DIFFERENCE FOR SIDEWALKS.

LEGEND

ROADWAY CENTERLINE

CROSSWALK MARKINGS

BICYCLE LAN MARKING

PAVEMENT DIRECTIONAL ARROW

ADA PARKING SYMBOL

PAVEMENT STRIPPING

HEAVY DUTY ASPHALT

TRUNCATED DOMES

NEW SIGN

LIGHT POLE, SEE ES101 FOR

PROPOSED LOCATION, ES102 FOR

DEDUCTIVE ALTERNATIVE

SIDEWALK WITH 6" TURNDOWN CURB

SIDEWALK FLUSH WITH DRIVE AILSE

HEAVY DUTY CONCRETE

GRASS PAVERS

MEDIUM DUTY ASPHALT

NEW STORM SEWER MANHOLE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

GRAPHIC SCALE 1" = 30'

AutoCAD SHX Text

PROPOSED DRIVE LANE ASPHALT PAVING

AutoCAD SHX Text

PROPOSED SIGN POST W/ ACCESSIBLE SIGN (TYP)

AutoCAD SHX Text

PROPOSED ACCESSIBLE PARKING (TYP.)

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS) TYP.)

AutoCAD SHX Text

PROPOSED STEPS

AutoCAD SHX Text

PROPOSED STEPS

AutoCAD SHX Text

PROPOSED STEPS

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS)

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS)

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS)

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS)

AutoCAD SHX Text

PROPOSED 6' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

PROPOSED 5' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

PROPOSED 5' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

PROPOSED DRIVEABLE GRASS PAVERS

AutoCAD SHX Text

PROPOSED DRIVEABLE GRASS PAVERS

AutoCAD SHX Text

PROPOSED CROSSWALK (6'X1' THERMOPLASTIC PAVEMENT MARKINGS)

AutoCAD SHX Text

PROPOSED 5' WIDE SIDEWALK FLUSH WITH PARKING STALL

AutoCAD SHX Text

PROPOSED MODIFIED 4" CURB

AutoCAD SHX Text

ASPHALT PAVING-PARKING

AutoCAD SHX Text

MOUNTABLE CURB

AutoCAD SHX Text

PROPOSED 6' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

PROPOSED 6' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

MATCH EXISTING SIDEWALK WIDTH

AutoCAD SHX Text

PROPOSED 6' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

PROPOSED 4'-10" WIDE 2" TURNDOWN SIDEWALK

AutoCAD SHX Text

STORM SEWER MANHOLE

AutoCAD SHX Text

STORM SEWER MANHOLE

AutoCAD SHX Text

STORM SEWER MANHOLE

AutoCAD SHX Text

REBUILT STORM SEWER JUNCTION BOX

AutoCAD SHX Text 6" WIDE x 8" DEEP CONCRETE BAND AROUND GRASS PAVERS

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

TRUNCATED DOMES TYP.

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

PROPOSED 5' WIDE 6" TURNDOWN SIDEWALK

AutoCAD SHX Text

REBUILD CURB TO MATCH EXISTING

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

HEAVY DUTY CONCRETE (TYP.)

AutoCAD SHX Text

8" STOP BAR THE WIDTH OF THE PAVEMENT

RESTRIPE STALLS TO MATCH EXISTING

G A

R D

E N

D C

B A

D C

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

Revisions:

Project Phase:

1 2 3 4 5 6

Location:

CONSULTANTS:

U.S. Department of Veterans Affairs

MARCH 10, 2021

VETERANS HEALTHCARE

SYSTEM OF THE OZARKS

Sheet of

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

8016 TOWER

POINT DRIVE

CHARLOTTE, NC

28227

P 704.814.1320

F 704.321.0833

MAIN OFFICE

BID DOCUMENTS

REFURBISH OVAL OF

CIRCLE DRIVE

564-17-117

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D

C O N S U L T A N T S

D E V E L O P M E N T

CKBK

GENERAL NOTES

1. LOCATIONS OF THE EXISTING UTILITIES ARE APPROXIMATE.

THE CONTRACTORS ARE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

2. CONTRACTOR MUST BEAR ALL RESPONSIBILITY AND COST OF

REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED

OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION

PROJECT.

3. CONTRACTOR MUST NOTIFY THE COR OF ANY DAMAGED OR

INTERRUPTED UTILITIES IMMEDIATELY.

4. CONTRACTOR MUST NOTIFY COR PRIOR TO BEGINNING WORK.

TWO WEEKS PRIOR TO ANY PHASE BEGINNING THE COR MUST

BE NOTIFIED.

5. ALL DISTURBED AREAS NOT WITHIN THE PAVED AREA ARE TO

RECEIVE LOOSE STRAW TO FURNISH EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN ORDERLY MANNER IN

ACCORDANCE WITH THE SPEC. EROSION CONTROL REQUIRED

IN ACCORDANCE WITH PHASING PLAN.

6. CONTRACTOR MUST CONTROL AND PREVENT OFF-SITE

TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

7. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE

SYSTEM IN ACCORDANCE WITH THE EROSION CONTROL AND

SWPPP PLAN.

8. CONTRACTOR MUST LOCATE LOCATE AND MARK ALL UTILITIES.

LOCATES MUST BE APPROVED BY COR PRIOR TO PROCEEDING.

CONTRACTOR TO CONTACT COR TWO WEEKS PRIOR TO

EXCAVATION.

9. SURFACE MATERIALS DISTURBED BY THIS WORK TO BE

RETURNED TO BE SODDED IN ACCORDANCE WITH THE

SPECIFICATIONS AND FAR/VAR REQUIREMENTS.

10. ALL UTILITY INTERRUPTIONS REQUIRE APPROVAL OF COR.

NOTIFY A MINIMUM OF 7 DAYS PRIOR TO THE INTERRUPTION.

N/A

1 2 3 4 5

03-10-2021

CIVIL SITE PLAN - SIGNAGE PLAN

CS102

TYP. (4)

DO NOT

ENTER

54" x18"

BUS

STOP

SIGN

SOLAR

SPEED

RADAR

SIGN

ONE WAY

YIELD

HERE

RESERVED

PARKING

STOP

YIELD

SPEED

LIMIT

54" x18"

ONE WAY

SIGN ON

BOLLARD

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

QUAZITE

AutoCAD SHX Text

BOX

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

GRAPHIC SCALE 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text SIGNAGE NOTES 1. ALL SIGNAGE TO BE MUTCD STANDARD SIGNAGEALL SIGNAGE TO BE MUTCD STANDARD SIGNAGE

AutoCAD SHX Text

SYMBOL WORK WORK

AutoCAD SHX Text

MONUMENT SIGN TO REMAIN

AutoCAD SHX Text

"DO NOT ENTER" SIGN (R5-1) 36"

AutoCAD SHX Text

AutoCAD SHX Text NEW "ONE WAY" SIGN (R6-1R) 36" x 12" UNLESS NOTED OTHERWISE

AutoCAD SHX Text

R1-1 "STOP" SIGN 30"

AutoCAD SHX Text

NEW STOP HERE FOR PEDESTRIAN SIGN (LEFT)

AutoCAD SHX Text

1 TYP. (40)

AutoCAD SHX Text

ADA SIGN AND POST IN ACCORDANCE WITH DETAILS

AutoCAD SHX Text

AutoCAD SHX Text R6-1R

AutoCAD SHX Text

AutoCAD SHX Text R1-5B

AutoCAD SHX Text

R1-2 "YIELD" SIGN 36"

AutoCAD SHX Text R7-8

AutoCAD SHX Text

AutoCAD SHX Text R1-1

AutoCAD SHX Text R1-2

AutoCAD SHX Text

RELOCATE SPEED SIGN PER COR DIRECTION

AutoCAD SHX Text R4-7

AutoCAD SHX Text

AutoCAD SHX Text R2-1

AutoCAD SHX Text

NEW SPEED LIMIT SIGN

AutoCAD SHX Text

KEEP RIGHT SIGN

AutoCAD SHX Text

EXISTING BUS STOP SIGN TO BE RELOCATED AFTER AFTER PHASE 1 HAS BEEN COMPLETED

AutoCAD SHX Text

AutoCAD SHX Text NEW "ONE WAY" SIGN (R6-2R) 36" x 12" UNLESS NOTED OTHERWISE

AutoCAD SHX Text R6-1L

AutoCAD SHX Text

SIGN TABLE

AutoCAD SHX Text

NAME

AutoCAD SHX Text

MUTCD

AutoCAD SHX Text

QUANITY

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

ADA RESERVED TRAFFIC PARKING SIGN

AutoCAD SHX Text R7-8

AutoCAD SHX Text

AutoCAD SHX Text 18"x12"

AutoCAD SHX Text

DO NOT ENTER SIGN

AutoCAD SHX Text R5-1

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

ONE WAY (RIGHT)

AutoCAD SHX Text R6-1R

AutoCAD SHX Text

AutoCAD SHX Text 36"x12"

AutoCAD SHX Text

ONE WAY (RIGHT)

AutoCAD SHX Text R6-1R

AutoCAD SHX Text

AutoCAD SHX Text 54"x18"

AutoCAD SHX Text

ONE WAY (LEFT)

AutoCAD SHX Text R6-1L

AutoCAD SHX Text

AutoCAD SHX Text 36"x12"

AutoCAD SHX Text

STOP HERE FOR PEDESTRIANS

AutoCAD SHX Text R1-5B

AutoCAD SHX Text

AutoCAD SHX Text 30"

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text R1-R1

AutoCAD SHX Text

AutoCAD SHX Text 30"

AutoCAD SHX Text

YIELD SIGN

AutoCAD SHX Text R1-R2

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

15 MPH SPEED LIMIT SIGN

AutoCAD SHX Text R2-1

AutoCAD SHX Text

AutoCAD SHX Text 18"x24"

AutoCAD SHX Text

KEEP RIGHT SIGN

AutoCAD SHX Text R4-7

AutoCAD SHX Text

AutoCAD SHX Text 24"x30"

AutoCAD SHX Text

G A

R D

E N

D C

B A

D C

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

Revisions:

Project Phase:

1 2 3 4 5 6

Location:

CONSULTANTS:

U.S. Department of Veterans Affairs

MARCH 10, 2021

VETERANS HEALTHCARE

SYSTEM OF THE OZARKS

Sheet of

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

8016 TOWER

POINT DRIVE

CHARLOTTE, NC

28227

P 704.814.1320

F 704.321.0833

MAIN OFFICE

BID DOCUMENTS

REFURBISH OVAL OF

CIRCLE DRIVE

564-17-117

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D

C O N S U L T A N T S

D E V E L O P M E N T

CKBK

GENERAL NOTES

1. LOCATIONS OF THE EXISTING UTILITIES ARE APPROXIMATE.

THE CONTRACTORS ARE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

2. CONTRACTOR MUST BEAR ALL RESPONSIBILITY AND COST OF

REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED

OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION

PROJECT.

3. CONTRACTOR MUST NOTIFY THE COR OF ANY DAMAGED OR

INTERRUPTED UTILITIES IMMEDIATELY.

4. CONTRACTOR MUST NOTIFY COR PRIOR TO BEGINNING WORK.

TWO WEEKS PRIOR TO ANY PHASE BEGINNING THE COR MUST

BE NOTIFIED.

5. ALL DISTURBED AREAS NOT WITHIN THE PAVED AREA ARE TO

RECEIVE LOOSE STRAW TO FURNISH EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN ORDERLY MANNER IN

ACCORDANCE WITH THE SPEC. EROSION CONTROL REQUIRED

IN ACCORDANCE WITH PHASING PLAN.

6. CONTRACTOR MUST CONTROL AND PREVENT OFF-SITE

TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

7. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE

SYSTEM IN ACCORDANCE WITH THE EROSION CONTROL AND

SWPPP PLAN.

8. CONTRACTOR MUST LOCATE LOCATE AND MARK ALL UTILITIES.

LOCATES MUST BE APPROVED BY COR PRIOR TO PROCEEDING.

CONTRACTOR TO CONTACT COR TWO WEEKS PRIOR TO

EXCAVATION.

9. SURFACE MATERIALS DISTURBED BY THIS WORK TO BE

RETURNED TO BE SODDED IN ACCORDANCE WITH THE

SPECIFICATIONS AND FAR/VAR REQUIREMENTS.

10. ALL UTILITY INTERRUPTIONS REQUIRE APPROVAL OF COR.

NOTIFY A MINIMUM OF 7 DAYS PRIOR TO THE INTERRUPTION.

N/A

1 2 3 4 5

03-10-2021

CIVIL SITE PLAN - PLANTING

CS103

LEGEND

STORM SEWER PIPE

AREAS TO SOD

TRUNCATED DOMES

NEW SIGN

NEW STORM SEWER MANHOLE

LIGHT POLE, SEE ES101 FOR

PROPOSED LOCATION, ES102 FOR

DEDUCTIVE ALTERNATIVE

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

34" OAK

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

34" PINE

AutoCAD SHX Text

26" SWEET GUM

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

16" ELM

AutoCAD SHX Text

36" BOIS D'ARC

AutoCAD SHX Text

28" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

48" PINE

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

12" DOGWOOD

AutoCAD SHX Text

20" PINE

AutoCAD SHX Text

12" DOGWOOD

AutoCAD SHX Text

48" OAK

AutoCAD SHX Text

28" PINE

AutoCAD SHX Text

36" PINE

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

34" PINE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

40" SWEET GUM

AutoCAD SHX Text

20" MAPLE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

50" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

42" OAK

AutoCAD SHX Text

8" TWIN DOGWOOD

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

8" OAK

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

4" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

28" SWEET GUM

AutoCAD SHX Text

10" OAK

AutoCAD SHX Text

32" MAPLE

AutoCAD SHX Text

2" DOGWOOD

AutoCAD SHX Text

30" MAPLE

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

60" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

14" KENTUCKY COFFEE

AutoCAD SHX Text

30" MAPLE

AutoCAD SHX Text

26" MAPLE

AutoCAD SHX Text

10" OAK

AutoCAD SHX Text

44" ELM

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

40" BOIS D'ARC

AutoCAD SHX Text

44" MAPLE

AutoCAD SHX Text

10" TWIN DOGWOOD

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

6" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

10" MAPLE

AutoCAD SHX Text

4" MAPLE

AutoCAD SHX Text

22" SWEET GUM

AutoCAD SHX Text

24" AMERICAN HOLLY

AutoCAD SHX Text

10" AMERICAN HOLLY

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

6" REDBUD

AutoCAD SHX Text

26" AMERICAN HOLLY

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

22" GINGKO

AutoCAD SHX Text

28" MAPLE

AutoCAD SHX Text

6" OAK

AutoCAD SHX Text

12" MAPLE

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

60" OAK

AutoCAD SHX Text

32" WILLOW OAK

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

10" TWIN MAGNOLIA

AutoCAD SHX Text

14" TRIPLE MAGNOLIA

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

22" MAPLE

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1449.04 FL N ELEV=1434.64 FL S ELEV=1434.44

AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=1473.40 FL N ELEV=1468.90 FL E ELEV=1465.20 FL W ELEV=1469.90 FL W ELEV=1465.30

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1470.71 FL N/S ELEV=1461.21 FL W ELEV=1461.71 FL NW ELEV=1461.91

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1461.75 FL N ELEV=1456.25 FL S ELEV=1456.15

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1452.03 FL N ELEV=1447.53 FL N ELEV=1441.63 FL S ELEV=1441.03 FL W ELEV=1441.73

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1453.01 FL N ELEV=1443.21 FL E ELEV=1443.11 FL W ELEV=1443.21

AutoCAD SHX Text

SANITARY SEWER MANHOLE TOP ELEV=1443.56 FL N ELEV=1435.66 FL S ELEV=1435.56

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1435.06 FL N ELEV=1429.76 FL E ELEV=1429.66 FL S ELEV=1429.86

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1435.22 FL N ELEV=1429.22 FL E ELEV=1427.42 FL S ELEV=1429.22 FL W ELEV=1429.22

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

QUAZITE

AutoCAD SHX Text

BOX

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

PIV

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C/O

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1448.11 FL N ELEV=1443.91 FL S ELEV=1443.61

AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=1475.41 FL IN ELEV=1468.71 FL IN ELEV=1460.91 FL OUT ELEV=1460.91

AutoCAD SHX Text

STORM DRAIN MANHOLE TOP ELEV=1473.34 FL E ELEV=1461.04 FL W ELEV=1463.04

AutoCAD SHX Text STORM DRAIN INLET TOP ELEV=1434.39 FL E ELEV=1424.89 FL SW ELEV=1431.59 FL W ELEV=1424.89

AutoCAD SHX Text

STORM DRAIN INLET TOP ELEV=1441.27 FL ELEV=1436.37

AutoCAD SHX Text

STORM DRAIN JUNCTION BOX

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

8" CMP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP ELEV=1452.64 FL N ELEV=1435.26 FL E ELEV=1447.24 FL S ELEV=1435.21

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

GRAPHIC SCALE 1" = 30'

AutoCAD SHX Text

SYMBOL TYPE OF TREE TYPE OF TREE

AutoCAD SHX Text

CHESTNUT OAK (QUERCUS MONTANA) - 7 (QUERCUS MONTANA) - 7

AutoCAD SHX Text

SWEET RED MAPLE (ACER RUBRUM) -5

AutoCAD SHX Text

SHUMARD OAK (QUERCUS SHUMARDII) -5

AutoCAD SHX Text

SOUTHERN SUGAR MAPLE (ACER BARBATUM) -7

AutoCAD SHX Text

SOD LIMITS

AutoCAD SHX Text

SEED LIMITS

G A

R D

E N

TS1473.01

FG1472.91

FG1472.82

FG1472.89

FG1472.01

FG1472.02

FG1472.28

FG1472.92

FG1472.76

TS1473.00

TS1472.95

TS1472.92

EG1472.84

EG1472.70

TS1471.97

FG1471.95

FG1471.74

EG1472.45

EG1472.40

TS1471.42

FG1471.25

FG1471.46

FG1472.00

FG1472.20

FG1470.26

FG1469.88

EG1470.52

EG1470.70

EG1462.01

EG1462.00

EG1460.53

EG1460.34

EG1455.02

EG1455.59

EG1450.12

EG1449.61

EG1450.15

EG1444.88

EG1444.61

EG1452.81

EG1452.97

EG1456.90

EG1457.09

EG1456.20

EG1456.28

EG1464.32

EG1464.86

EG1469.63

EG1469.22

FG1471.37

FG1471.19

TS1472.25

TS1471.49

TS1471.18

TS1469.24

TS1468.56

TS1468.73

TS1466.95

TS1465.66

TS1463.99

TS1463.95

TS1461.42

TS1455.30

TS1454.48

TS1450.97

TS1448.70

TS1444.67

FG1445.87

TS1446.45

TS1445.65

TS1448.20

TS1448.24

TS1448.86

TS1449.57

TS1449.95

TS1450.21

TS1449.13

TS1452.48

TS1452.12

TS1452.77

TS1454.10

TS1457.59

TS1464.24

TS1464.21

TS1464.98

TS1467.21

TS1468.65

TS1456.88

FG1464.17

EG1449.60

TS1472.23

TS1472.11

TS1471.29

TS1469.17

TS1469.06

TS1461.45

TS1460.12

TS1456.39

TS1455.67

TS1455.22

TS1445.27

TS1446.48

TS1446.60

TS1446.75

TS1448.26

TS1452.32

TS1458.70

TS1461.54

EG1456.35

EG1456.20

TS1465.14

TS1466.79

TS1467.17

TS1468.00

TS1472.54

FG1472.26

FG1472.47

TS1472.34

TS1465.53 TS1464.76

FG1464.93

FG1460.40

FG1459.01

FG1454.89

FG1452.38

FG1452.71

FG1450.36

FG1451.41

FG1449.08

FG1448.67

FG1448.18

FG1447.57

FG1447.06

FG1446.73

FG1446.05

FG1445.60

FG1444.74

FG1448.75

FG1448.19

FG1459.57

FG1458.84

FG1461.62

FG1460.98

FG1466.29

FG1466.83

FG1466.88

FG1467.68

CIVIL SITE PLAN - GRADING

CG101

GRADING PLAN NOTES

1. ALL DISTURBED…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 22, 2022.