Oval Circle Drive Submission Drawings 20210331.pdf

PDF 30 MB Posted Aug 29, 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 refurbishment services. The Veterans Healthcare System of the Ozarks is seeking proposals from service-disabled veteran-owned small businesses to complete the refurbishment of the oval of Circle Drive on its main campus in Fayetteville, Arkansas. The project scope includes full depth replacement of roadways and parking areas, curbs and gutters, traffic control devices, pavement markings, pedestrian improvements, site and pedestrian lighting, emergency call boxes, earthwork, landscaping, site utilities and storm water management. The magnitude of construction is estimated between $2 million and $5 million. Proposals are due 120 days from issuance of the solicitation, which is expected to be published on July 6, 2022. Interested parties must register on the website to receive any amendments. Offerors must be registered in the System for Award Management database, Vendor Information Pages and have completed online Representations and Certifications prior to the due date. The NAICS code for this project is 237310.

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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 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
Oval Circle Drive BD Submission Drawings 210310.pdf	PDF	Jul 22, 2022

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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

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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CONC.

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CONC.

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CONC.

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CONC.

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC.

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CONC. WALK

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CONC. WALK

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CONC. WALK

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GAZEBO

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC.

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CONC. WALK

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STONE MON.

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC.

AutoCAD SHX Text C/O

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BIKE RACK

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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

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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

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STORM DRAIN INLET TOP ELEV=1441.27 FL ELEV=1436.37

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STORM DRAIN JUNCTION BOX

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18" RCP

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18" RCP

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24" RCP

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10" CMP

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6" CMP

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10" CMP

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8" CMP

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8" CMP

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8" CMP

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8" CMP

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8" CMP

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6" RCP

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10" CMP

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ELECTRIC

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MANHOLE

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ABANDONED GAS LINE

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ABANDONED GAS LINE

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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

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8" PIPE

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RADAR

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SIGN

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SIGN

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SIGN

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6" RCP

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10" CMP

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SYMBOL WORK WORK

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. A PORTION OF

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5 (TYP.)

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REMOVE WHEEL STOPS & STORE IN ACCORDANCE WITH COR INSTRUCTIONS

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6 (TYP.)

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6 (TYP.)

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CONCRETE WALK & FLAGPOLES TO REMAIN

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

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6 (TYP.)

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5 (TYP.)

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PLANTERS AND CONCRETE TO BE REMOVED AND REPLACED

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REVISION DESCRIPTION

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REVISION NO.

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GRAPHIC SCALE 1" = 30'

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LIMITS OF DISTURBANCE

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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

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

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LIMITS OF DISTURBANCE

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REMOVE AND CAP ABANDONED LINE WATERLINE UNDER ROAD CROSSING

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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.

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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.

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10 TYP.

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7 TYP.

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

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BIKE RACK TO BE RELOCATED IN ACCORDANCE WITH COR DIRECTION

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TREE TO BE REMOVED

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TREE TO REMAIN

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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

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FIRE HYDRANT

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WATER VALVE

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WATER METER

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LIGHT POLE

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POWER POLE

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TELEPHONE PEDESTAL

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ELECTRIC METER

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SANITARY SEWER

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MANHOLE

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SIGN

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WATER LINE

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UGE

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SURVEY LEGEND

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SANITARY SEWER LINE

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FENCE LINE

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POWER TRANSFORMER

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UNDERGROUND ELECTRIC

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GAS LINE

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GAS

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UGC

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UNDERGROUND CABLE

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UGT

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UNDERGROUND TELEPHONE

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PTRANS

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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

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REVISION NO.

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GRAPHIC SCALE 1" = 30'

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PROPOSED DRIVE LANE ASPHALT PAVING

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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.)

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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

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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

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HANDRAIL

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HANDRAIL

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TRUNCATED DOMES TYP.

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HANDRAIL

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PROPOSED 5' WIDE 6" TURNDOWN SIDEWALK

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REBUILD CURB TO MATCH EXISTING

AutoCAD SHX Text

6" CURB

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HEAVY DUTY CONCRETE (TYP.)

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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

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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

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AutoCAD SHX Text 36"x12"

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ONE WAY (RIGHT)

AutoCAD SHX Text R6-1R

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AutoCAD SHX Text 54"x18"

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ONE WAY (LEFT)

AutoCAD SHX Text R6-1L

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AutoCAD SHX Text 36"x12"

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STOP HERE FOR PEDESTRIANS

AutoCAD SHX Text R1-5B

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AutoCAD SHX Text 30"

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STOP SIGN

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AutoCAD SHX Text 30"

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YIELD SIGN

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AutoCAD SHX Text 36"

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15 MPH SPEED LIMIT SIGN

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KEEP RIGHT SIGN

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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

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34" OAK

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24" PINE

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34" PINE

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26" SWEET GUM

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16" MAPLE

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28" SWEET GUM

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16" MAPLE

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16" ELM

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36" BOIS D'ARC

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28" OAK

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24" OAK

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36" OAK

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48" PINE

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30" PINE

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12" DOGWOOD

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20" PINE

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12" DOGWOOD

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48" OAK

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28" PINE

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36" PINE

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24"PINE

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34" PINE

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28" SWEET GUM

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28" SWEET GUM

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40" SWEET GUM

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20" MAPLE

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6" MAPLE

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50" OAK

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30" OAK

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42" OAK

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8" TWIN DOGWOOD

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30" OAK

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8" OAK

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32" OAK

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28" MAPLE

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4" OAK

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30" OAK

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18" MAPLE

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28" SWEET GUM

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10" OAK

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32" MAPLE

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2" DOGWOOD

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30" MAPLE

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26" MAPLE

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60" OAK

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36" OAK

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14" KENTUCKY COFFEE

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30" MAPLE

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26" MAPLE

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10" OAK

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44" ELM

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28" MAPLE

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40" BOIS D'ARC

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44" MAPLE

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10" TWIN DOGWOOD

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16" MAPLE

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6" OAK

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24" OAK

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10" MAPLE

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4" MAPLE

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22" SWEET GUM

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24" AMERICAN HOLLY

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10" AMERICAN HOLLY

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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CREPE

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MYRTLE

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6" REDBUD

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26" AMERICAN HOLLY

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16" MAPLE

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22" GINGKO

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28" MAPLE

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6" OAK

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12" MAPLE

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36" OAK

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60" OAK

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32" WILLOW OAK

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24" MAPLE

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10" TWIN MAGNOLIA

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14" TRIPLE MAGNOLIA

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30" OAK

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22" MAPLE

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HEDGE ROW

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HEDGE ROW

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HEDGE

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HEDGE ROW

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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

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ELECTRIC

AutoCAD SHX Text

MANHOLE

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QUAZITE

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BOX

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ELECTRIC

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MANHOLE

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COMM.

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PIV

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SIGN

AutoCAD SHX Text C/O

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BIKE RACK

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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

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STORM DRAIN JUNCTION BOX

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18" RCP

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18" RCP

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24" RCP

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10" CMP

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6" CMP

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10" CMP

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8" CMP

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8" CMP

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8" CMP

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8" CMP

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8" CMP

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6" RCP

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10" CMP

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ELECTRIC

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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

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RADAR

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SIGN

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SIGN

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SIGN

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6" RCP

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10" CMP

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REVISION DESCRIPTION

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REVISION NO.

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GRAPHIC SCALE 1" = 30'

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SYMBOL TYPE OF TREE TYPE OF TREE

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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

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SOUTHERN SUGAR MAPLE (ACER BARBATUM) -7

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SOD LIMITS

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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 Aug 29, 2022.