DBVI Outdoor Classroom Bid Drawings.pdf

PDF 8 MB Posted Sep 10, 2026

Attached to: 702-27-05, DBVI Outdoor Classroom Pavilion Space
Solicitation number: IFB-128192
Issued by: Henrico County, Roanoke City, Virginia

About this file

Written by GovTribe AI · Sep 15, 2026

DBVI Outdoor Classroom Pavilion Space - Bid Drawings Summary

This file comprises bid drawings for a construction project by the Department for the Blind and Vision Impaired (DBVI) for an outdoor classroom pavilion space located at 397 Azalea Avenue, Richmond, Virginia (Project Code 702-18579-000). The project involves developing a 1,960 square-foot outdoor gathering space designed to accommodate approximately 280 occupants at a rate of one occupant per seven net square feet. The scope of work includes site grading and drainage, hardscape installation with pedestrian-grade concrete pavers, concrete walks and steps with handrails, brick retaining and seat walls, landscaping with trees and shrubs, storm sewer installation with drainage structures, site lighting with LED fixtures, electrical outlets, and erosion and sediment control measures. The project is classified as Assembly occupancy with an outdoor lecture hall/community hall/education use designation. Construction must comply with the 2021 Virginia Construction Code, 2021 Virginia Plumbing Code, 2021 Virginia Mechanical Code, 2021 Virginia Energy Conservation Code, 2020 National Electric Code (NFPA 70), and ADA accessibility requirements. The drawing set includes a title sheet with drawing index, civil notes and existing conditions plans, demolition plan, erosion control plan, grading and drainage plan with storm structure and pipe data, landscape plans with plant schedules, hardscape details, lighting location plan, fire protection information plan, and electrical plan with fixture schedule and photometric analysis.

The project is designated as Type IIB construction with no essential facility designation, and compliance with Virginia Energy Conservation Code is not required as the space is unenclosed, uncovered, and unconditioned. The site will experience occupied campus conditions during construction, requiring coordination with facility operations. Existing utilities including storm sewers, water lines, gas lines, and communications infrastructure must be located and protected, with coordination required with Virginia 811 at least 72 hours prior to excavation. Demolition activities include tree removal, concrete area removal, and relocation of existing features such as a gazebo and planters by the owner prior to construction. The drawings indicate approximately 0.26 acres of disturbed area with temporary and permanent stabilization requirements through seeding and mulching. All plant materials, hardscape installation, and landscape materials are warranted for one year following acceptance, with replacement of unhealthy or dead materials at contractor expense.

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ACC ACCESSIBLE

AD AREA DRAIN

AL ACTIVE LEAF

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ACSTC ACOUSTICAL

AHU AIR HANDLING UNIT

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AB ANCHOR BOLT

∠ ANGLE

ANOD ANODIZED

ATTEN ATTENTION

@ AT

A/E ARCHITECT/ENGINEER

BLKG BLOCKING

BOD BASIS OF DESIGN

B, BTM BOTTOM

BRG BEARING

BZ BRONZE

CB CATCH BASIN

CAB CABINET

CFMF COLD FORMED METAL FRAMING

CLG CEILING

CI CAST IRON

< CENTER LINE

CT CERAMIC TILE

[ CHANNEL

CLT CLOSET

CONC CONCRETE

CG CORNER GUARD

CMU CONCRETE MASONRY UNIT

CONT CONTINOUS

CR CARD READER

CSMU CALCIUM SILICATE MASONRY UNIT

DIA, ~ DIAMETER

DR DOOR

DN DOWN

DWGS DRAWINGS

DIM DIMENSION

DI DROP INLET

D DEPTH

DTL DETAIL

DF DRINKING FOUNTAIN

DS DOWNSPOUT

EWC ELECTRIC WATER COOLER

ENAM ENAMEL

EXIST EXISTING

EH ELECTRIC HEATER

EJ EXPANSION JOINT

EQ EQUAL

EW EACH WAY

ELEV ELEVATION

EVTR ELEVATOR

FAAP FIRE ALARM ANNUCIATOR PANEL

FEC FIRE EXTINGUISHER CABINET

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FLR FLOOR

FLUOR FLUORESCENT

FO FACE OF

FRR FIRE RESISTANCE RATED(ING)

FRT FIRE RESISTANCE TREATED

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GB GRAB BAR

GYP BD GYPSUM BOARD

GWB GYPSUM WALL BOARD

H/C HANDICAP

HT HEIGHT

HDWR HARDWARE

HM HOLLOW METAL

HB HOSE BIB

HORIZ HORIZONTAL

IIC IMPACT ISOLATION CLASS

ID INSIDE DIAMETER/DIMENSION

INSUL INSULATION

INV INVERT

JAN JANITOR

JC JANITOR'S CLOSET

JT JOINT

LG LONG(LENGTH)

LLV LONG LEG VERTICAL

LLH LONG LEG HORIZONTAL

MATL MATERIAL

MCM METAL COMPOSITE MATERIAL

MFG STD MANUFACTURER'S STANDARD

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

MTL METAL

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER/DIMENSION

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPG OPENING

OPP HD OPPOSITE HAND

PAD POWER ACTUATED DOOR

PTD PAINT(ED)

P.T.D. PAPER TOWEL DISPENSER

PART BD PARTICAL BOARD

PERM PERIMENTER

PC PRECAST

P-LAM PLASTIC LAMINATE

PL PLASTER

> PLATE, PROPERTY LINE

PLYWD PLYWOOD

PORC PORCELAIN

PR TR PRESSURE TREATED

PPT PRESSURE PRESERVATIVE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R, RAD RADIUS

REF REFRIGERATOR

RE: REFERERANCE

RES RESILIENT

R&S ROD AND SHELF

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RGH ROUGH

RCP REFLECTED CEILING PLAN

REV REVISION

RV RELIEF VENT

SCH SCHEDULE(D)

SH, SHVS SHELVES

SIM SIMILAR

SC SOLID CORE

SB SPLASH BLOCK

SS, ST STL STAINLESS STEEL

SSBG STAINLESS STEEL BUMPER GUARD

SSCG STAINLESS STEEL CORNER GUARD

STC SOUND TRANSMISSION COEFFICIENT

STDS STANDARDS

STL STEEL

STO STORAGE

STRUCT STRUCTURAL

SUPV SUPERVISOR

S4S SURFACED FOUR SIDES

SUSP SUSPENDED

TACKBD TACK BOARD

TELECOM TELECOMMUNICATIONS

TEX TEXTURE

TLT TOILET

TO TOP OF

TRTD TREATED

TTD TOILET TISSUE DISPENSER

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VEN VENEER

VTR VENT TO REMAIN

VWC VINYL WALL COVERING

VC VALVE CABINET

VIF VERIFY IN FIELD

W WIDTH

WC WATER CLOSET

WD WOOD

WG WALL GUARD

WWF WOVEN WIRE FABRIC

W/ WITH

WR WASTE RECEPTACLE

W/O WITHOUT

SCALE:

AXXXAXXX

DRAWING TITLE

1/8" = 1'-0"

00'-00"00

A201A101

FLOOR LEVEL

EL: 0'-0"

ROOM

NAME

000A

A201A101

INDICATES DETAIL

NUMBER OR LETTER

INDICATES SHEET WHERE

DETAIL IS LOCATED

INDICATES SHEET

WHERE DETAIL IS TAKEN

INDICATES

ELEVATION NUMBER

INDICATES SECTION

NUMBER

SECTION MARK

A201A101

INDICATES ELEVATION

GROUP NUMBER

EXTERIOR ELEVATION

MARK

INDICATES ELEVATION

WITHIN GROUP

B D

00A/A000

INTERIOR ELEVATION

MARK

INDICATES ELEVATION

GROUP NUMBER

INDICATES ELEVATION

WITHIN GROUP

NORTH ARROW

INDICATES PLAN NORTH

ROOM / SPACE

IDENTIFICATION

DOOR NUMBER

00 WINDOW TYPE

PARTITION TYPE

CEILING TYPE

REVISION TAG

REFERENCE GRIDS

X COORDINATE GRID NUMBER

Y COORDINATE GRID NUMBER

DIM ARROW AT

CENTERLINE

DIM ARROW

AT FACE

FINISH MARK000

ELEVATION DATUM

ABBREVIATIONS

DRAWING SYMBOLS nbj CONSULTANTS

CIVIL ENGINEERS:

MEP ENGINEERS:

TRC

1030 WILMER AVENUE, SUITE 100

RICHMOND, VA 23227

SIMMONS, ROCKECHARLIE &

PRINCE, INC.

10150 STAPLES MILL ROAD, SUITE A

GLEN ALLEN, VA 23060

397 AZALEA AVENUE,

RICHMOND, VA 23227

DEPARTMENT FOR THE BLIND AND

VISION IMPAIRED, CONSTRUCT

OUTDOOR CLASSROOM PAVILION

SPACE

DRAWING INDEX

T001 TITLE SHEET - DRAWING INDEX

CIVIL

C-001 NOTES

C-100 EXISTING CONDITIONS

C-101 DEMOLITION PLAN

C-102 PHASE I & II EROSION CONTROL PLAN

C-103 GRADING & DRAINAGE PLAN

LANDSCAPE

L1.1 EXISTING CONDITIONS & HARDSCAPE DEMO PLAN

L1.2 LAYOUT & MATERIALS PLAN

L2.1 ENLARGED PLAN DETAILS

L3.1 HARDSCAPE DETAILS

L4.1 LANDSCAPE & LIGHTING LOCATION PLAN

L4.2 PLANTING NOTES, SCHEDULE, AND DETAILS

FIRE PROTECTION INFORMATION

FPI 100 FIRE PROTECTION INFORMATION PLAN

ELECTRICAL

E101 ELECTRICAL PLAN

BASIC CODE DATA

BID DRAWINGS

SEPTEMBER 08, 2026

PROJECT CODE: 702-18579-000

LOCATION MAP VICINITY MAP

BUILDING CODE:

2021 VIRGINIA CONSTRUCTION CODE

2021 VIRGINIA PLUMBING CODE

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA ENERGY CONSERVATION CODE

2021 VIRGINIA FUEL GAS CODE

2021 VIRGINIA FIRE PREVENTION CODE

2020 NATIONAL ELECTRIC CODE (NFPA 70)

ACCESSIBILITY STANDARD:

TYPE OF CONSTRUCTION:

TYPE OF CONSTRUCTION: IIB

USE GROUP:

ASSEMBLY 3 -CHAIRS

LANDSCAPE ARCHITECT

REICHBAUER STUDIO, PLC

1714 WINDINGRIDGE COURT, SUITE A

HENRICO, VA 23238

STATEMENTS

ASBESTOS DISCLOSURE STATEMENT

N/A

LEAD MATERIALS DISCLOSURE STATEMENT

N/A

SITE LOCATION

2026 EDITION, REV.0, JULY 31, 2026

CONSTRUCTION AND PROFESSIONAL SERVICE MANUAL,

Contact Virginia 811 at 811, 1-800-552-7001, or https://www.va811.com no less than 72 hours prior to excavation an do not disturb the soil until dig ticket has been processed.

DIG NOTICE

ADA90-TITLE II

A117.1-2017

VIRIGINIA ENERGY CONSERVATION CODE COMPLIANCE STATEMENT

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402

THROUGH C405 AND C408.

HIGH PERFORMANCE BUILDING ACT

SPACE IS UNENCLOSED, UNCOVERED, AND UNCONDITIONED.

COMPLIANCE IS NOT REQUIRED

AREA

1,960 GROSS SQUARE FEET

DESIGN OCCUPANT LOAD

1,960 S.F. @ 1 OCC. PER 7 N.S.F. = 280 OCCUPANTS

BUILDING OCCUPANCY:

OUTDOOR LECTURE HALL / COMMUNITY HALL / EDUCATION ABOVE THE 12TH GRADE

STRUCTURAL OBSERVATIONS

N/A

A Pr of es si on al L im ite d C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

) 2

-9 fa x:

-9

R E

NO. DATE

REVISIONS

SEPTEMBER 08, 2026

T H

A N

D V

C O

R U

C T

O U

O R

O O

O N

C E

, R

M O

N D

, V A

T N

U M

T001

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

C-001

N O

A Pr of es si on al L im ite d C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

) 2

-9 fa x:

-9

R E

NO. DATE

REVISIONS

SEPTEMBER 8, 2026

T H

A N

D V

C O

R U

C T

O U

O R

O O

O N

C E

, R

M O

N D

, V A

T N

U M

N U

E, S

0, R

M O

N D, V A

) 2

M em be r o f W

O U

O R

O M

N O

- 9 /4

09/08/2026

GENERAL LEGEND

POST INDICATOR VALVE

WATER VALVE

POLE

PEDESTAL

MANHOLE

TELEPHONE BOX

TV PEDESTAL

TV MANHOLE

COM

UGC

OHC

CATV

OHT

UGT

FOfo ugt oht t catv ohc ugc com GENERIC COMMUNICATION

OMMUNICATION

OVERHEAD COMMUNICATIONS

TELEPHONE LINE

OVERHEAD

FIBER OPTICS

UGE

OHPohp uge UNDERGROUND

SSss

GAS LINE

SANITARY SEWER

STORM SEWER

fm FMFORCE MAIN

Ww WATER

CONCRETE

STRUCTURE KEY

STORM STRUCTURE KEY

BOLLARD

BOREHOLE

MANHOLE

PEDESTAL

GAS DRIP

GAS MANHOLE

GAS METER

MANHOLE

VALVE

ELECTRIC POLE

LIGHT POLE

METAL POST

WOOD POST

SANITARY CLEANOUT

MANHOLE

SIGN

STORM

MANHOLE

BENCHMARK

TEST PIT

AIR RELEASE VALVE

CONIFEROUS TREE

BLOW OFF

FIRE HYDRANT

DECIDUOUS TREE

HOSE BIB

METER

MANHOLE

WELL

N/A

BUILDING

DEMOLITION

STANDARD

HEAVY DUTY PAVEMENT

TREE LINE

CONTOURS

FENCE

LIMITS OF CONSTRUCTION

100 YEAR FLOOD ZONE

EASEMENT

PROPERTY LINE/ROW

PROPOSEDEXISTING

N/A

10001000

X X X X

N/A

IRON ROD FOUND

SET

MONUMENT FOUND

MONUMENT SET

1528.31561.3

STREAM N/A

1528.3

STORM DRAINAGE INLET

SHRUB N/A

GATE

BUTTERFLY

SIAMESE CONNECTION

LIMITS OF CLEARING

B.F. w/OPERATOR

N/A

ABBREVIATIONS AND

SYMBOLS

@ AT

℄ CENTERLINE

⅊ PLATE

Ø DIAMETER

° DEGREE

ABBREVIATIONS

A AREA

AC ACRE(S)

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG. BUILDING

BOTT. BOTTOM

CF CUBIC FEET

CG CURB AND GUTTER

C.I. CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CLR. CLEAR

C.O. CLEANOUT

CONC. CONCRETE

CONT. CONTINUOUS

CY CUBIC YARD(S)

D.B. DEED BOOK

D.I. DUCTILE IRON

DI DROP INLET

DIA. DIAMETER

DS DOWNSPOUT

EA. EACH

E.F. EACH FACE

ELEV. ELEVATION

EX. EXISTING

EXP. EXPANSION

E.W. EACH WAY

FC FACE OF CURB

FF FINISHED FLOOR

FL FLOW LINE

FT FOOT (FEET)

GA GAUGE

GALV. GALVANIZED

GS GROUND SHOT

ID INSIDE DIAMETER

INV. INVERT

JT. JOINT

LAT LATERAL

LB POUND

LBS POUNDS

LF LINEAR FOOT (FEET)

MAT'L. MATERIAL

MAX. MAXIMUM

MFR. MANUFACTURER

MH MANHOLE

MIN. MINIMUM

M.J. MECHANICALLY JOINED

O.C. ON CENTER

OD OUTSIDE DIAMETER

PB PARCEL BOOK

PL PROPERTY LINE

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REQ'D. REQUIRED

R/W RIGHT-OF-WAY

IINV. SANITARY

SF SQUARE FOOT (FEET)

SPEC. SPECIFICATION

SPECSSPECIFICATIONS

SQ. SQUARE

STM STORM

STD. STANDARD

SW SIDEWALK

SWM STORM WATER MANAGEMENT

SY SQUARE YARD(S)

TC TOP OF CURB

TDC TURNED DOWN CURB

TEMP. TEMPORARY

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

VAR. VARIABLE

VDOT VIRGINIA DEPARTMENT OF

TRANSPORTATION

VESCH VIRGINIA EROSION AND

SEDIMENT CONTROL

HANDBOOK

WV WATER VALVE

WWF WELDED WIRE FABRIC

AIRair AIR LINE

NPW

CWR

CWS

HWR

HWShws hwr hw cws cwr cw fp npw NON-POTABLE WATER

FIRE PROTECTION

COLD WATER

COLD WATER SUPPLY

HOT WATER

HOT WATER RETURN

HOT WATER SUPPLY

TRAVERSE

VACUUM MAIN VMvm

VACUUM ACCESS POINT

VACUUM DIVISION VALVE

VACUUM VALVE PIT

HAND HOLE

CABLE TV HAND HOLE

FIBER OPTICS F

PROPOSEDEXISTING

DEMOLITION KEY

GROUND ELEVATION

ROAD AND DRAINAGE STANDARD NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND

SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT

WHERE THE COUNTY OF HENRICO STANDARDS ARE APPLICABLE.

2. ALL STORM SEWER SHALL BE ASTM, C-76, CLASS III, EXCEPT AS NOTED.

3. ALL DRAINAGE STRUCTURES SHALL BE EITHER PRECAST OR CAST-IN-PLACE.

4. THE CONTRACTOR SHALL NOTIFY DEPARTMENT OF PUBLIC UTILITIES PRIOR TO STARTING WORK

ON THE PROJECT.

5. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER AT LEAST 24 HOURS PRIOR TO STARTING

WORK ON THE PROJECT.

6. ALL STORM SEWER LOCATED WITHIN AN EASEMENT OR RIGHT-OF-WAY SHALL HAVE A MINIMUM

OF 4" AGGREGATE BEDDING MATERIAL.

7. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE COUNTY ENGINEER PRIOR TO DOING ANY

UTILITY WORK WITHIN EXISTING COUNTY RIGHT-OF-WAY.

8. ALL CURB AND GUTTER AND STORM SEWER LOCATED WITHIN COUNTY RIGHT-OF-WAY SHALL BE

STAKED BY THE COUNTY, UPON WRITTEN REQUEST BEING MADE TO THE COUNTY ENGINEER.

9. ALL CURB AND GUTTER SHALL BE COUNTY STANDARD, EXCEPT AS NOTED.

10. A DROP INLET ON GRADE SHALL BE POURED WITH THE THROAT ON THE SAME GRADE AS THE

ADJOINING CURB AND GUTTER.

11. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF

CONSTRUCTION, AS DETERMINED BY THE COUNTY ENGINEER FOR THE COUNTY OF HENRICO.

12. THE APPROVAL OF THIS PLAN DOES NOT ESTABLISH THE CURB AND GUTTER ELEVATIONS ALONG

THE PUBLIC RIGHT-OF-WAY. THE ELEVATIONS WILL BE SET BY THE COUNTY OF HENRICO.

13. ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED

IMPROVEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER.

14. ALL UTILITY POLES WITHIN THE PUBLIC RIGHT-OF-WAY WHICH ARE IN CONFLICT WITH PROPOSED

IMPROVEMENTS TO THE RIGHT-OF-WAY, SUCH AS, CURB AND GUTTER, DRAINAGE ITEMS, OR

PAVEMENT WIDENING, SHALL BE RELOCATED AT THE OWNER'S EXPENSE PRIOR TO STAKING OF

ANY OF THE IMPROVEMENTS BY THE COUNTY OF HENRICO.

15. ADEQUATE SIGHT DISTANCE, AS REQUIRED BY THE TRAFFIC ENGINEER, SHALL BE REQUIRED AT ALL

INTERSECTIONS AND ON ALL ROADWAYS INCLUDED IN THIS DEVELOPMENT.

16. CONTRACTOR IS REMINDED TO NOTIFY "MISS UTILITY" AT 1 (800) 552-7001 OR 1 (800) 552-7002

PRIOR TO ANY CONSTRUCTION IN THIS AREA.

17. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL BE STRICTLY COMPLIED WITH.

GENERAL NOTES

1. DIMENSIONS AND RADII ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS

OTHERWISE INDICATED.

2. DIMENSIONS AT BUILDING ARE TO OUTSIDE FACE, UNLESS OTHERWISE INDICATED.

3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM

THE COUNTY OF HENRICO OR STATE AGENCIES.

4. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S

RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.

5. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED

IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND

SPECIFICATIONS.

6. THE LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER

STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED

WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY

APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL

UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR

TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS

DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT,

OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. FOR ASSISTANCE IN

LOCATING EXISTING UTILITIES CALL "MISS UTILITY", 1-800-552-7001.

7. ALL WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE

LATEST STANDARDS AND SPECIFICATIONS OF HENRICO COUNTY. (REFERENCE

DEPARTMENT OF PUBLIC UTILITIES COUNTY OF HENRICO, VIRGINIA STANDARDS FOR

DETAILS.)

8. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE

BASE MATERIAL TO SUB-GRADE.

9. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY

CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION

CONDITIONS BY CONTRACTOR AT NO COST TO OWNER.

10. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE

NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE-NEW CONDITION.

11. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER

DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE

OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO

MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION.

12. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL

TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE

SHALL BE AVAILABLE FOR CONTACT BY COUNTY INSPECTORS.

13. LANDSCAPING AND SITE IMPROVEMENTS WILL BE INSTALLED AND MAINTAINED SO AS

NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS WITHIN THE PARKING

AREA AND AT ENTRANCE/EXIT LOCATIONS.

14. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER AT LEAST 24 HOURS PRIOR TO

STARTING WORK ON THIS PROJECT.

15. THE CONTRACTOR AND/OR THE DEVELOPER IS RESPONSIBLE FOR THE COST OF REPAIR

OR REPLACEMENT OF ANY TRAFFIC CONTROL EQUIPMENT THAT EITHER NEEDS TO BE

RELOCATED OR THAT IS DAMAGED AS A RESULT OF THIS POD. ANY WORK INVOLVING

THE TRAFFIC CONTROL EQUIPMENT SHALL BE COORDINATED THROUGH THE COUNTY

OF HENRICO TRAFFIC ENGINEERING.

16. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE

PIPE, CLASS III.

17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA

STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).

18. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY.

ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND

NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES

BEFORE COMMENCING OR PROCEEDING WITH WORK.

19. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS

OTHERWISE APPROVED BY THE ENGINEER.

20. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY

AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE

EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY

APPROXIMATELY CORRECT. TAKE PRECAUTIONARY MEASURES TO PROTECT THE

UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR

NOT SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING

UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING

CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.

21. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED

ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK

FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF

ANY MATERIAL STORED AT THE SITE.

22. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE

COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS; AND SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER

AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR

LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER."

23. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR

ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF

THE OWNER.

24. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. DO NOT USE

SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO

DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.

25. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF

PAVED AREAS.

NOTE: CONTRACTOR TO CONTACT MISS

UTILITY (811) IN ADVANCE OF PLANNED

WORK. ADVANCE TIME PERIOD SHALL BE

IN ACCORDANCE WITH CURRENT MISS

UTILITY GUIDELINES (www.VA811.com).

DESIGN TICKET:

w e e g g e e e e e e t t t t t t t t t t T w e e e e

T e e e e w w w w w w w e e

X X

X X ss ss ss ss ss ss ss ss ss ss ss g g g

X X

X X catv catv catv catv catv catv catv ca tv ca tv catv ca tv catv catv ca tv ca tv ca tv ca tv ca tv catv catv ca tv ca tv ca tv ca tv ca tv e e e e e e e e e e ee e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e

F fo fo fo fo fo

F F fo g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g e e e e e t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w

TBM - CHISELED

SQUARE IN

CONCRETE PAD

ELEV-179.63

ss ss ss ss ss ss ss ss ss ss ss ss ss ss fo fo w w w w w w w w w w w w w w w w w w w w w w w w w w w w t t t t e e ss

C D

J ss ss ss ss ss ss ss ss ss ss

K ss ss ss ss ss ss ss ss catv catv ohp ohp e e e fo fo fo g g g t t w w w

X X X

Scale: 1"=20'

20 40 C-100

G C

O N

S A

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L im ite d

C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

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REVISIONS

SEPTEMBER 8, 2026

T H

A N

D V

C O

R U

C T

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O R

O O

O N

C E

, R

M O

N D

, V A

T N

U M

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09/08/2026 e e g g e e e e e e t t t t t t t t t t T w e e e e

T e e e e w w w w w w w e e

X X

X X ss ss ss ss ss ss ss ss ss ss ss g g g

X X

F fo fo fo fo fo

TBM - CHISELED

SQUARE IN

CONCRETE PAD

ELEV-179.63

ss ss ss ss ss ss ss ss ss ss ss ss ss ss fo fo w w w w w w w w w w w w w w w w w w w w w w w w w w w w t t t t e e ss

C D

J ss ss ss ss ss ss ss ss ss ss

K ss ss ss ss

GAZEBO TO BE RELOCATED BY

OWNER PRIOR TO

CONSTRUCTION (SEE SHEET L1.2

FOR NEW LOCATION)

TREE TO BE

REMOVED (TYP)

TREE TO BE

REMOVED (TYP)

PLANTERS TO BE

RELOCATED BY OWNER

PRIOR TO

CONSTRUCTION (TYP).

SEE SHEET 2.1 FOR NEW

LOCATION

WOOD RETAINING WALL TO BE

REMOVED

X X X

X X

PROTECT EXISTING HEATED

SIDEWALK TO REMAIN (VERIFY

LOCATION OF ELECTRICAL

HEATING ELEMENTS PRIOR TO

ANY DEMOLITION ACTIVITIES)

PROTECT EXISTING HEATED

SIDEWALK TO REMAIN (VERIFY

LOCATION OF ELECTRICAL

HEATING ELEMENTS PRIOR TO

ANY DEMOLITION ACTIVITIES)

Scale: 1"=20'

20 40 C-101

N P

DEMOLITION NOTES:

1. LOCATE AND MARK ALL UTILITIES PRIOR TO

CONSTRUCTION.

2. PROTECT ALL PAVEMENT, SIGNAGE, LIGHTING,

IRRIGATION AND UTILITIES TO REMAIN WITHIN

WORK AREA.

3. PROTECT TREES AND SHRUBS TO REMAIN.

4. ALL TREE DEBRIS AND GRINDINGS SHALL BE

DISPOSED OF OFF SITE.

5. BACKFILL GRIND PIT WITH TOPSOIL PER

PLANTING DETAILS.

DEMOLITION LEGEND:

X TREE TO BE REMOVED

CONCRETE AREA TO BE REMOVED

A Pr of es si on al L im ite d C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

) 2

-9 fa x:

-9

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NO. DATE

REVISIONS

SEPTEMBER 8, 2026

T H

A N

D V

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N D

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W G

- 9 /4

/2 e e g g e e e e e e t t t t t t t t t t T w e e e e

T e e e e w w w w w w w e e

X X

X X ss ss ss ss ss ss ss ss ss ss ss g g g

X X

F fo fo fo fo fo

TBM - CHISELED

SQUARE IN

CONCRETE PAD

ELEV-179.63

ss ss ss ss ss ss ss ss ss ss ss ss ss ss fo fo w w w w w w w w w w w w w w w w w w w w w w w w w w w w t t t t e e ss

C D

J ss ss ss ss ss ss ss ss ss ss

K ss ss ss ss

LOD

LODLOD

AS NEEDED

LIMITS OF DISTURBANCE = 0.26 AC.

Scale: 1"=20'

20 40 C-102

P H

O N

C O

O L

N A

Pr of es si on al

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G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

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NO. DATE

REVISIONS

SEPTEMBER 8, 2026

T H

A N

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CONSTRUCTION SEQUENCE

1. FLAG THE LIMITS OF DISTURBANCE AS SHOWN.

2. INSTALL TREE PROTECTION FENCING AS NEEDED.

3. INSTALL SILT FENCE AS A FIRST STEP IN THE CLEARING PROCESS.

4. REMOVE EXISTING TREES AS SHOWN ON THE DEMOLITION PLAN.

5. INSTALL STORM SEWER PIPES AND STRUCTURES AS SHOWN ON THE GRADING AND DRAINAGE PLAN.

6. INSTALL INLET PROTECTION AS SHOWN.

7. CONTINUE CONSTRUCTION AS SHOWN AND IMPLEMENT ADDITIONAL ESC MEASURES SUCH AS

TEMPORARY & PERMANENT SEEDING AND MULCHING AS WORK PROGRESSES.

8. INSPECTIONS SHALL BE MADE OF THE EROSION CONTROL MEASURES TO ENSURE THEIR PROPER INTEGRITY AS FOLLOWS: (A.) AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR, (B) AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING ANY MEASURABLE STORM EVENT. IF ANY FAILURE OF THE EROSION CONTROL MEASURES IS EVIDENT, REPAIRS SHALL BE MADE IMMEDIATELY AND THE ENGINEER NOTIFIED. MODIFICATIONS TO THE E&S PLANS MAY NEED

TO BE MADE IF FAILURES CONTINUE.

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION:

THIS PROJECT CONSISTS OF INSTALLING A HARDSCAPE PATIO WITH STORM SEWER DRAINS AND REPLACING

EXISTING SIDEWALKS. APPROXIMATELY 0.26 ACRES WILL BE DISTURBED FOR CONSTRUCTION.

EXISTING SITE CONDITIONS:

THE EXISTING TOPOGRAPHY SLOPES TOWARD AN EXISTING STORM SEWER DRAINS (#17 & 24) WITHIN THE

COURTYARD.

ADJACENT AREAS:

THE SITE IS SURROUNDED BY EXISTING BUILDINGS & SIDEWALKS.

OFF SITE AREAS:

THERE WILL BE NO OFF-SITE LAND DISTURBING ACTIVITIES.

SOILS:

THE SITE CONSIST OF FACEVILLE FINE SANDY LOAM SOILS, HYDROLOGIC GROUP B.

CRITICAL AREAS:

CARE MUST BE TAKEN TO PREVENT TRACKING OF SOILS ONTO THE EXISTING STORM SEWERS & PARKING

AREAS.

EROSION AND SEDIMENT CONTROL MEASURES:

THE PROJECT HAS BEEN DESIGNED USING SILT FENCE, INLET PROTECTION, & PERMANENT SEEDING. SEE THE

PLAN FOR LOCATIONS AND DETAILS.

STORM WATER MANAGEMENT MEASURES;

THIS PROJECT IS A RE-DEVELOPMENT OF THE EXISTING COURTYARD. THE DISTRURBED AREA IS 0.26 ACRES.

THE SITE DRAINS TO AN EXISTING STORM SEWER SYSTEM THAT OUTFALLS TO HORSE SWAMP CREEK TO THE SOUTH. THE EXISTING DRAINAGE AREA AT THE OUTFALL IS ~640 ACRES. SINCE THE EXISTING COURTYARD IS TO BE IMPROVED AND THE DISTURBED AREA IS LESS THAN 1% OF THE DRAINAGE AREA AT THE STORM SEWER

OUTFALL, NO STORMWATER MEASURES ARE PROVIDED.

PERMANENT AND TEMPORARY STABILIZATION:

ANY DISTURBED AREA OUTSIDE OF THE PATIO & SIDEWALKS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS

AFTER ROUGH GRADING IS COMPLETE.

STOCKPILES AND BORROW AREAS:

NO STOCKPILE IS PROPOSED.

CLEARING:

LAND DISTURBANCE MAY NOT OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED

BY THE ENVIRONMENTAL INSPECTOR.

MAINTENANCE SCHEDULE:

AT LEAST ONCE EVERY FOUR (4) BUSINESS DAYS; OR AT LEAST ONCE EVERY FIVE (5) BUSINESS DAYS AND NO LATER THAN 24 HOURS FOLLOWING ANY MEASURABLE STORM EVENT, INSPECTIONS SHALL BE MADE OF THE EROSION CONTROL MEASURES TO ENSURE THEIR PROPER INTEGRITY. IF ANY FAILURE OF THE EROSION CONTROL MEASURES IS EVIDENT, REPAIRS SHALL BE MADE IMMEDIATELY AND THE ENGINEER NOTIFIED. MODIFICATIONS TO THE E&S PLANS MAY NEED TO BE MADE IF FAILURES CONTINUE.

e e e e e e e e e e e e e t t t t t t t t t t t t t t t t t t t t

T e

T e e e w w g

X X X X X ca tv ca tv ca tv ca tv e e e e e e e e e e e e e e e e e e e e e e e

F fo fo fo fo fo fo fo fo fo fo fo

F g g g g g g g g g g g t t t t t t t t t t t t t t t t t t t t t t t t t t w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t t t t t t t t te e e e e

E ss ss ss ss ss ss ss

LOD

LOD LO

LODLOD

LODLODLOD

LODLODLODLODLOD

189.4

189.2

189.0

188.8

188.6

188.4188.8

189.0

188.8

8.0

186.91 ME

187.02 ME

187.02

188.52

188.58

187.08

188.59

188.67

188.70

189.15

189.00 ME

189.07 ME

188.49 ME

188.88

189.08 189.06

189.14 189.12

189.13

188.62

188.27188.88

188.95

188.88

188.65

188.96

188.85

188.40

188.87

187.80

188.60

189.02

189.28 ME

189.30 ME

189.35 ME

189.31 ME

188.98

188.68188.97

188.86

188.59

188.58

188.60

188.75 188.69

STORM STRUCTURE DATA

STRC. #

TOP

TOP: 182.79

TOP: 187.80

TOP: 188.45

TOP: 188.27

TOP: 188.51

TYPE

CORE INTO EX. 15" RCP & SEAL WITH GROUT

12" ROUND D.I. DOME GRATE, WITH 12" DRAIN BASIN

15" SQUARE BRONZE PEDESTRIAN LOCKABLE GRATE, WITH 15" BASIN

REMOVE EX. GRATE & INSTALL MH FRAME & COVER

STORM PIPE DATA

PIPE

3-4

1-2

2-3

SIZE

LENGTH

9.77 LF

2.87 LF

14.23 LF

SLOPE

2.00%

39.32%

2.00%

START INV.

183.28

181.77

183.00

END INV.

183.48

182.90

183.28

MATERIAL

ADS N12

FOUNDATION DRAIN,

SEE LANDSCAPE PLANS

15" BRONZE GRATE ASSEMBLY WITH DUCTILE IRON

FRAME, 16.56" OUTSIDE DIMENSIONS, ASTM A536

GRADE 70-50-05, .38" WIDE OPENINGS SHALL MEET

REQUIREMENTS OF AMERICAN DISABILITY ACT.

SEAT WALL, SEE SHEET L2.1

PROFILE - STORM SEWER - Scale: H: 1"=10', V: 10.00:1

0+00 0+50

2.87 LF

8" PVC

@ -39.32%

: 1

, N E)

: 1

O U

, N W

" R

O U

N D

E, W

" D

: 1

, S E)

" S

Q U

L O

, W

" B

14.23 LF

8" PVC

@ -2.00%

: 1

, S E)

O U

, N W

" S

Q U

L O

, W

" B

9.77 LF

8" PVC

@ -2.00%

EX. 15" RCP

EX. COMMUNICATION LINE

Scale: 1"=10'

10 20 C-103

G E

N A

Pr of es si on al

L im ite d

C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

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NO. DATE

REVISIONS

SEPTEMBER 8, 2026

T H

A N

D V

C O

R U

C T

O U

O R

O O

O N

C E

, R

M O

N D

, V A

T N

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E, S

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GAZEBO TO BE RELOCATED BY

OWNER PRIOR TO

CONSTRUCTION (SEE SHEET L1.2

FOR NEW LOCATION)

TREE TO BE

REMOVED (TYP)

TREE TO BE

REMOVED (TYP)

PLANTERS TO BE

RELOCATED BY OWNER

PRIOR TO

CONSTRUCTION (TYP).

SEE SHEET 2.1 FOR NEW

LOCATION

WOOD RETAINING WALL TO BE

REMOVED

X X X

X X

PROTECT EXISTING HEATED

SIDEWALK TO REMAIN (VERIFY

LOCATION OF ELECTRICAL

HEATING ELEMENTS PRIOR TO

ANY DEMOLITION ACTIVITIES)

PROTECT EXISTING HEATED

SIDEWALK TO REMAIN (VERIFY

LOCATION OF ELECTRICAL

HEATING ELEMENTS PRIOR TO

ANY DEMOLITION ACTIVITIES)

VRCBVI MAIN BUILDING

LIBRARY

DORMITORY

DINING HALL

RECREATION BUILDING

PARKING

AREA

PARKING

AREA

A Pr of es si on al L im ite d C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

) 2

-9 fa x:

-9

R E

NO. DATE

REVISIONS

SEPTEMBER 08, 2026

T H

A N

D V

C O

R U

C T

O U

O R

O O

O N

C E

, R

M O

N D

, V A

T N

U M

Scale: 1"=20'

20 40 L1.1

G C

O N

H A

N P

N w in di ng rid ge c ou rt he nr ic o vi rg in ia

.re ic hb au er st ud io

.c om

Re ic hb au er S tu di o

D S

C A

P E

C H

I T

E C

T U

R E

L A

DEMOLITION NOTES:

1. LOCATE AND MARK ALL UTILITIES PRIOR TO

CONSTRUCTION.

2. PROTECT ALL PAVEMENT, SIGNAGE, LIGHTING,

IRRIGATION AND UTILITIES TO REMAIN WITHIN

WORK AREA.

3. PROTECT TREES AND SHRUBS TO REMAIN.

4. ALL TREE DEBRIS AND GRINDINGS SHALL BE

DISPOSED OF OFF SITE.

5. BACKFILL GRIND PIT WITH TOPSOIL PER

PLANTING DETAILS.

DEMOLITION LEGEND:

X TREE TO BE REMOVED

CONCRETE AREA TO BE REMOVED

No. 387

L. CRAIG REICHBAUER

THEAL

WN IV

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L A

D SCA P E AR CH I TEC

AutoCAD SHX Text T

AutoCAD SHX Text conc.

AutoCAD SHX Text pad

AutoCAD SHX Text hvac

AutoCAD SHX Text unit

AutoCAD SHX Text 6'chain-link

AutoCAD SHX Text 6'chain-link fnc.

AutoCAD SHX Text gravel

AutoCAD SHX Text mailbox

AutoCAD SHX Text

ROD/FD.

AutoCAD SHX Text bridge

AutoCAD SHX Text pond

AutoCAD SHX Text el.=187.0

AutoCAD SHX Text swale

AutoCAD SHX Text generator

AutoCAD SHX Text 3 wire

AutoCAD SHX Text 2 wire

AutoCAD SHX Text 3 wire

AutoCAD SHX Text door ctl.

AutoCAD SHX Text F

AutoCAD SHX Text 2-f/o lines

AutoCAD SHX Text F

AutoCAD SHX Text hvac pad & refrigerant lines

AutoCAD SHX Text 2 lines

AutoCAD SHX Text

MARVIN O. BROWN AND MARY L. BROWN D.B. 2118, PG. 746 GPIN 790-744-5032

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text brick

AutoCAD SHX Text walls

AutoCAD SHX Text brick

AutoCAD SHX Text walls

AutoCAD SHX Text stgi

AutoCAD SHX Text 6"pvc

AutoCAD SHX Text vent

AutoCAD SHX Text drain

AutoCAD SHX Text mulch

AutoCAD SHX Text rd

AutoCAD SHX Text sco

AutoCAD SHX Text rd

AutoCAD SHX Text sco

AutoCAD SHX Text stgi

AutoCAD SHX Text rd

AutoCAD SHX Text sco

AutoCAD SHX Text rd

AutoCAD SHX Text stgi

AutoCAD SHX Text

AutoCAD SHX Text conc. walk

AutoCAD SHX Text asphalt

AutoCAD SHX Text conc. walk

AutoCAD SHX Text asphalt

AutoCAD SHX Text conc. walk

AutoCAD SHX Text covered conc. walk

AutoCAD SHX Text conc. curb

AutoCAD SHX Text curb & gutter

AutoCAD SHX Text land-

AutoCAD SHX Text scaping

AutoCAD SHX Text conc. walk

AutoCAD SHX Text (marked by others)

AutoCAD SHX Text trans.

AutoCAD SHX Text pad

AutoCAD SHX Text conc.

AutoCAD SHX Text catv ends

AutoCAD SHX Text hot water

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

AutoCAD SHX Text 10"maple

AutoCAD SHX Text 6"maple

AutoCAD SHX Text row of 6"crepe myrtles

AutoCAD SHX Text redtips

AutoCAD SHX Text 6:pvc

AutoCAD SHX Text 30"

AutoCAD SHX Text 12"dogwood

AutoCAD SHX Text 12"oak

AutoCAD SHX Text 12"dogwood

AutoCAD SHX Text 15"holly

AutoCAD SHX Text 40"beech

AutoCAD SHX Text 12"maple

AutoCAD SHX Text 20"magnolia

AutoCAD SHX Text 20"cedar

AutoCAD SHX Text row

AutoCAD SHX Text 36"elm

AutoCAD SHX Text 24"hemlock

AutoCAD SHX Text 6"maple

AutoCAD SHX Text pair

AutoCAD SHX Text 12"crepe

AutoCAD SHX Text myrtle

AutoCAD SHX Text 4"maple

AutoCAD SHX Text 12"spruce row

AutoCAD SHX Text 20"

AutoCAD SHX Text 8"hemlock

AutoCAD SHX Text 20"maple

AutoCAD SHX Text 15"maple

AutoCAD SHX Text 30"hemlock

AutoCAD SHX Text row of 10"holly

AutoCAD SHX Text & 15"crepe myrtle

AutoCAD SHX Text 18"maple

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 24"rcp

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 6"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 24"

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 6"rcp

AutoCAD SHX Text

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text rcp

AutoCAD SHX Text 18"rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text conc.

AutoCAD SHX Text walk

AutoCAD SHX Text conc.

AutoCAD SHX Text rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text ss

AutoCAD SHX Text K

AutoCAD SHX Text 6"pvc

AutoCAD SHX Text

AutoCAD SHX Text (outfall

AutoCAD SHX Text unknown)

AutoCAD SHX Text

CONTOURS IN THIS AREA SEE NOTE 4

AutoCAD SHX Text brick

AutoCAD SHX Text columns

AutoCAD SHX Text cnc.

AutoCAD SHX Text hvac

AutoCAD SHX Text cnc.

AutoCAD SHX Text elec.

AutoCAD SHX Text trans.

AutoCAD SHX Text grass

AutoCAD SHX Text conc. walk

AutoCAD SHX Text grass

AutoCAD SHX Text

LIMIT OF FIELD TOPO

AutoCAD SHX Text 10-31-2011

AutoCAD SHX Text

AutoCAD SHX Text cnc.

AutoCAD SHX Text conc.

AutoCAD SHX Text ls

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

9/8/2026

LOD

LODLOD

LAWN

LAWNLAWN RELOCATED

GAZEBO (BY

OWNER)

LAWN

VRCBVI MAIN BUILDING

LIBRARY

DORMITORY

DINING HALL

RECREATION BUILDING

SEE SHEET L2.1 FOR ENLARGED

OUTDOOR CLASSROOM PLAN

NEW OUTDOOR

CLASSROOM

PARKING

AREA

PARKING

AREA

A Pr of es si on al L im ite d C om pa ny

G ro ve P ar k

Sq ua re

B N uc ko ls R oa d

G le n Al le n, V irg in ia

) 2

-9 fa x:

-9

R E

NO. DATE

REVISIONS

SEPTEMBER 08, 2026

T H

A N

D V

C O

R U

C T

O U

O R

O O

O N

C E

, R

M O

N D

, V A

T N

U M

Scale: 1"=20'

20 40 L1.2

U T

A N w in di ng rid ge c ou rt he nr ic o vi rg in ia

.re ic hb au er st ud io

.c om

Re ic hb au er S tu

D S

C A

I T

E C

T U

R E

L A

No. 387

L. CRAIG REICHBAUER

THEAL

WN IV

IG NI

L A

D SCA P E AR CH I TEC

AutoCAD SHX Text T

AutoCAD SHX Text 6'chain-link

AutoCAD SHX Text 6'chain-link fnc.

AutoCAD SHX Text gravel

AutoCAD SHX Text

ROD/FD.

AutoCAD SHX Text swale

AutoCAD SHX Text F

AutoCAD SHX Text

MARVIN O. BROWN AND MARY L. BROWN D.B. 2118, PG. 746 GPIN 790-744-5032

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 6"rcp

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 18"rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text ss

AutoCAD SHX Text

CONTOURS IN THIS AREA SEE NOTE 4

AutoCAD SHX Text

LIMIT OF FIELD TOPO

AutoCAD SHX Text 10-31-2011

AutoCAD SHX Text

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

LOD

LODLOD

LODLODLODLODLOD

LODLODLODLODLODLOD

MULCH BED

EDGE (TYP)

MULCH BED

EDGE (TYP)

MULCH BED

EDGE (TYP)

SHRUB BED

SEEDED

LAWN

TURF

SHRUB BED

EXISTIN

G COVERED W

ALK

EXISTING COVERED WALK

G C

NEW CONCRETE

WALK (TYP)

NEW

CONCRETE

ALK (TYP)

SEAT

WALL

SEAT WALLS:

BRICK WITH PRECAST CAP TO

MATCH BUILDING AND COLUMNS

6' -0

6'-0"

6'-0

RELOCATED

PLANTERS BY

OWNER (TYP)

CHEEK WALLS AND RETAINING WALLS:

BRICK TO MATCH EXISTING WALLS UNDER

COVERED WALK, WITH DRAINAGE TIED INTO

EXISTING STORM SYSTEM

EXISTIN

BRICK

ALLS

OUTDOOR

CLASSROOM

AREA

PEDESTRIAN

GRADE PAVERS

L2.1 L3.1

CONCRETE

WALK (TYP)

L2.1 L3.1

CONCRETE

STEPS

L2.1 L3.1

SEAT WALL

L2.1 L3.1

RETAINING

WALL

MULCH BED

EDGE (TYP)

SEEDED

LAWN

SEEDED

LAWN

SEEDED

LAWN

SEEDED

LAWN

SEEDED

LAWN

SEEDED

LAWN

SEEDED

LAWN

L2.1 L3.1

SEAT WALL

2 WHEELCHAIR

SPACES WITH

COMPANION

SEATING

SHOULDER LINE

L2.1 L3.1

PEDESTRIAN GRADE

PAVED AREA

SET MANHOLE LID

AND DRAIN GRATES

FLUSH WITH PAVER

SURFACE

L2.1 L2.1

EXISTIN

G COVERED W

ALK

LOD

LOD LO

EXISTING PIER AND

APPROX. FOOTING

EXISTING PIER AND

APPROX. FOOTING

(3) 6" RISERS x 18" TREADS

6'-0

CAULKED

EXPANSION

JOINT

CONTROL

JOINT

EXISTING

CHEEKWALLS

& STEPS

NEW BRICK RETAINING

WALL TO MATCH

EXISTING

(SEE DETAIL 7 / L3.1)

LINE OF FOOTING

18"

12"

TW = 189.00

BW = M.E. (APPROX. 187)

DECORATIVE STONE CHIPS

TW = 189.00

BW = M.E. (APPROX. 187)

DECORATIVE STONE CHIPS

L2.1 L3.1

CAULKED EXPANSION

JOINT AT EXISTING

CHEEK WALL

CAULKED EXPANSION

JOINT AT EACH SIDE

OF EXISTING PIER

CAULKED EXPANSION

JOINT AT EACH SIDE

OF EXISTING PIER

AND BUILDING WALL

CAULKED

EXPANSION

JOINT BETWEEN

STEPS, WALK,

AND CHEEKWALL

L2.1 L3.1

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SCALE:

L1.2 L2.1 1/8"=1'-0" PLAN

ENLARGED OUTDOOR CLASSROOM PLAN

No. 387

L. CRAIG REICHBAUER

THEAL

WN IV

IG NI

L A

D SCA P E AR CH I TEC

TSCALE:

L2.1 L2.1 1/4"=1'-0" PLAN

RETAINING WALL & FOOTING LAYOUT PLAN

AutoCAD SHX Text T

AutoCAD SHX Text hvac

AutoCAD SHX Text F

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text 18"rcp

AutoCAD SHX Text grass

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

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SCALE:

L2.1 L3.1 1/2"=1'-0" PLAN

CONCRETE WALK SCORING PLAN

1/2" CAULKED EXPANSION

JOINT, 30' MAX. SPACING

CONCRETE WALK

BROOM FINISH FIELD,

PEREPENDICULAR TO

THE DIRECTION OF

TRAVEL

CONTROL JOINT, MAX.

SPACING EQUAL TO

WALK WIDTH

L3.1 L3.1

CONCRETE WALK EDGE

4" CONCRETE SLAB - 3500 PSI

@ 28 DAYS 6x6x10 GA. WIRE

MESH

4" MIN. VDOT #21 B STONE

BASE

COMPACTED SUBGRADE

95% S.P.D.

HAND TOOLED CONTROL JOINTS - MIN. 1" DEEP

WITH 1/2" RADIUS EDGES - LOCATE AS SHOWN

1/2" CAULKED EXPANSION JOINT WITH TOOLED

EDGE TO MATCH CONTROL JOINTS

BROOM FINISH PERPENDICULAR TO DIRECTION

OF TRAVEL

AS SHOWN ON PLAN - OR MATCH WALK WIDTH

NOTE:

INSTALL CAULKED EXPANSION JOINT WHERE

CONCRETE WALK MEETS OTHER HARD

SURFACES (BUILDING WALLS, SITE WALLS, ETC.)

JOINT SPACING

SCALE:

L3.1 L3.1 1 1/2"=1'-0" SECTION

CONCRETE WALK

SCALE:

L2.1 L3.1 1 1/2"=1'-0" SECTION

PEDESTRIAN GRADE PAVED AREAS

2 1/4" STANDARD GRADE CONCRETE

PAVERS - SEE PLAN FOR PATTERN

1" ASTM C-33 CONCRETE SAND

SETTING BED

4" THICK VDOT #21 B COMPACTED

STONE BASE

POLYMERIC JOINT SAND.

MAINTAIN TIGHT, SAND SWEPT JOINTS.

ADJACENT CONCRETE

PAVEMENTCOMPACTED SUBGRADE 95% S.P.D.

3' -0

1'-0"

18"

NOTES:

1. ALL RAILING HARDWARE SHALL BE WELDED AND GROUND SMOOTH

STEEL WITH WHITE POWDER COAT FINISH.

2. RAILING SHALL BE GROUNDED PER VDOT HANDRAIL DETAIL 601.05.

3. SUBMIT SHOP DRAWING FOR ALL RAILINGS.

ADJACENT CONCRETE PAVEMENT

COMPACTED SUBGRADE 95% S.P.D.

CAULKED EXPANSION JOINT (EJ)

(TYP.)

12" SLIP DOWELS @ 12" O.C. WITH

1/2" EXPANSION JOINT (TYP.)

STEEL FLANGE - COLOR TO MATCH

HANDRAIL

#4 REBAR, CONTINUOUS @ 10"

O.C., 3" CLR.

#4 REBAR, 9'-6" LONG @ 18" O.C.,

3" CLR. (ONE UNDER EACH

RISER).

CONCRETE STEPS - 4000 PSI @ 28

DAYS ON 4" VDOT #21B STONE

BASE

INTERMEDIATE POST.

HANDRAIL 1 1/2" ROUND

1 1/2" ROUND POSTS SHALL BE

INSTALLED WITH 5' O.C. MAXIMUM

SPACING. CORE DRILL AND SET WITH

NON-SHRINK GROUT. SLOPE GROUT

AWAY FROM POST TO ALLOW

POSITIVE DRAINAGE UNDER FLANGE.

12" WIDE BRICK CHEEK WALL BEYOND

HANDRAILS, POSTS, AND FLANGES

SHALL BE HEAVY GRADE STEEL,

WHITE POWDER COAT FINISH. ALL

CONNECTIONS SHALL BE WELDED

AND GROUND SMOOTH.

1" NOSING OFFSET (TYP.)

1/2

1'-6"

1'- 0"

TOOLED NOSING

3/4" RADIUS (TYP.)

12" SLIP DOWELS @ 12"

O.C. WITH 1/2" CAULKED

EXPANSION JOINT (TYP.)

LINE OF FOOTING

1'- 0"

4" PROJECTION 1'-0" PROJECTION

L3.1 L3.1

SCALE:

L2.1 L3.1 3/4"=1'-0" SECTION

CONCRETE STEPS WITH BRICK CHEEK WALL

SCALE:

L2.1 L3.1 6"=1'-0" PLAN

TYPICAL PAVER PATTERN

10'-0"

'-0

1'- 0"

8" 2'-8"

1'-

1/2

2'-2"

3'-4"

CONCRETE FOOTING 4000 PSI @ 28

DAYS

(3) #4 HORIZ. REBAR 14" OC, CONT.,

LAP SPLICES 24"

#4 VERT. REBAR 24" OC

#4 HORIZ. REBAR 15" OC, 34" LONG

COMPACTED SUBGRADE 95% SPD

2" MULCH

1'- 0"

PRECAST CONCRETE WALL CAP.

COLOR TO MATCH EXISTING BUILDING

AND COLUMNS. 1/4" RADIUS EDGES.

JOINTS SHALL BE 3/8" CAULKED WITH

BACKER ROD.

(1) 4" STAINLESS STEEL PIN, 2 PER

UNIT - EPOXY IN PLACE

CLAY BRICK. TYPE AND COLOR TO

MATCH BUILDING MASONRY

RECESSED WALL OUTLET

8"x16"x8"H CMU - GROUT CELLS FULL

ADJACENT PAVEMENT OR GRADE

SCALE:

L2.1 L3.1 1"=1'-0" SECTION

BRICK SEAT WALL

SCALE:

L2.1 L3.1 1"=1'-0" SECTION

BRICK RETAINING WALL

#4 VERTICAL REBAR @ 16" O.C.

EACH WAY, 3" CLR.

2x4 KEYWAY

#4 REBAR CONTINUOUS @ 14" O.C.

3" CLR., LAP SPLICES 24"

#4 REBAR 3'-6" LONG @ 12" O.C.

3" CLR.

CONCRETE FOOTING - 4000 PSI @

28 DAYS

COMPACTED SUBGRADE 95% S.P.D.

CONCRETE WALL - 4000 PSI @

28 DAYS

MASONRY TIES 16" O.C.

4" PERFORATED HDPE PIPE,

CONNECT TO STORM SYSTEM,

SLOPE 1/8" PER FOOT

3/4" DECORATIVE STONE CHIPS

(SUBMIT SAMPLE)

EXISTING CONCRETE SIDEWALK

12" WIDE BRICK ROWLOCK WALL CAP

STAGGARED COURSE

BRICK VENEER - ALL WALLS RED

BLEND COLOR, BOND, AND PRODUCT

TO MATCH BUILDING

1'-8" 1'-4" 1'-0"

4'-0"

2' -0

1'- 0"

MULCH

BED

1'-0"

1'-4"

LIQUID APPLIED

WATERPROOFING

1'-

5/ 8"

VDOT #57 STONE

FILTER FABRIC

1'-0"

SWALE

5" M

No. 387

L. CRAIG REICHBAUER

THEAL

WN IV

IG NI

L A

D SCA P E AR CH I TEC

LIGHTER COLORED FULL RANGE 6x6 BORDER

DARKER COLORED 6x6 ACCENT BAND

LIGHTER COLORED FULL RANGE

COBBLE PAVER FIELDS

ADA COMPLIANT

DRAIN INLET FLUSH

WITH PAVER SURFACE

SCALE:

L2.1 L3.1 1"=1'-0" SECTION

STEPS AT BRICK CHEEK / RETAINING WALL

BRICK CHEEK / RETAINING WALL

(SEE DETAIL 7 / L3.1)

EXPANSION JOINT SEALANT

1/2" EXPANSION JOINT WITH

COMPRESSIBLE EXPANSION JOINT

FILLER, FULL DEPTH OF CONCRETE

STEP TREAD SURFACE

STEP TREAD SURFACE BEYOND

WALK SURFACE BEYOND

CONCRETE STEPS

(SEE DETAIL 5 / L3.1)

STONE BASE

COMPACTED SUBGRADE

L3.1

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

LOD

LODLOD

VRCBVI MAIN BUILDING

LIBRARY

DORMITORY

DINING HALL

RECREATION BUILDING

ELECTRICAL

OUTLET

(TYP OF 10)

SEEDED

LAWN

PARKING

AREA

PARKING

AREA

SEEDED

LAWN

SEEDED LAWN

PINK MUHLYGRASS (6)

'SHAMROCK' INKBERRY (3)

YELLOW RIBBON ARB. (1)

'SHAMROCK' INKBERRY (13)

YELLOW RIBBON ARB. (1)

PINK MUHLYGRASS (3)

CREEPING PHLOX (13)

'SHAMROCK' INKBERRY (13)

'DURAHEAT' RIVER BIRCH (1)

PENN. SEDGE (140)

SEEDED LAWN

WINTERBERRY HOLLY (4)

(3 FEMALE + 1 MALE)

LITTLE BLUESTEM (11)

SCHIP LAUREL (14)

WINTERBERRY HOLLY (6)

(5 FEMALE + 1 MALE)

LITTLE BLUESTEM (3)

WHITE FRINGETREE (2)

PENN. SEDGE (125)

'DURAHEAT' RIVER BIRCH (1)

SWEETBAY MAGNOLIA (9)

20' POST MOUNTED LED

CUTOFF FIXTURE (TYP OF 4)

DENSE YEW (6)

FERN / HOSTA MIX (12 EA)

DENSE YEW (2)

FERN / HOSTA MIX (12 EA)

DENSE YEW (2)

FERN / HOSTA MIX (16 EA)

A Pr of es si on al L im ite d C om pa ny

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Scale: 1"=20'

20 40 L4.1

G H

G L

A N w in di ng rid ge c ou rt he nr ic o vi rg in ia

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PROPOSED LIGHTING/OUTLET LOCATION LEGEND:

20' POST MOUNTED LED CUTOFF FIXTURE. (TO MATCH DBVI CAMPUS

STANDARD)

ELECTRICAL OUTLET

No. 387

L. CRAIG REICHBAUER

THEAL

WN IV

IG NI

L A

D SCA P E AR CH I TEC

AutoCAD SHX Text T

AutoCAD SHX Text gravel

AutoCAD SHX Text mailbox

AutoCAD SHX Text

ROD/FD.

AutoCAD SHX Text bridge

AutoCAD SHX Text swale

AutoCAD SHX Text F

AutoCAD SHX Text

MARVIN O. BROWN AND MARY L. BROWN D.B. 2118, PG. 746 GPIN 790-744-5032

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 6"rcp

AutoCAD SHX Text 12"rcp

AutoCAD SHX Text 18"rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text 12"

AutoCAD SHX Text rcp

AutoCAD SHX Text ss

AutoCAD SHX Text

CONTOURS IN THIS AREA SEE NOTE 4

AutoCAD SHX Text

LIMIT OF FIELD TOPO

AutoCAD SHX Text 10-31-2011

AutoCAD SHX Text

AutoCAD SHX Text Sheet:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Issue Date:

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PLANTING NOTES:

REMARKS

PLANT LIST:

BOTANICAL NAMEQUAN. COMMON NAME SPACING CALIPER ROOT TYPESIZE DETAIL

TREES

SHRUBS

GROUND COVER & TURF

SEED - HYBRID FESCUE SEEDED LAWN

PLANT TYPE LEGEND:

(LT) = LARGE CANOPY DECIDUOUS TREE (MT) = MEDIUM CANOPY DECIDUOUS TREE (ST) = SMALL DECIDUOUS TREE (ET) = EVERGREEN TREE

(LS) = LARGE SHRUB (MS) = MEDIUM SHRUB (SS) = SMALL SHRUB (GC) = GROUND COVER

(AN) = ANNUAL PLANTING (PE) = PERENNIAL PLANTING (BU) = BULB PLANTING (OG) = ORNAMENTAL GRASS

ROOT BALL DIA. 1:1 SLOPE1:1 SLOPE

FULL BALANCED BRANCH

PATTERN WITH SINGLE STRAIGHT

CENTRAL LEADER. REMOVE

DAMAGED OR BROKEN

BRANCHES.

NYLON GUY WEBBING OR

DOUBLE WIRE GUYS WITH NEW

FLEXIBLE HOSE TO PROTECT

TRUNK. LEAVE SLACK IN GUYS

TO ALLOW 1"-2" MOVEMENT IN

LIGHT WINDS.

(3) 2"x2"x8' HARDWOOD STAKES

PER TREE. SPACE EQUALLY ON

THREE SIDES.

UNDISTURBED OR COMPACTED

SUBGRADE.

REMOVE UPPER 1/3 OF BURLAP,

ROPES AND TWINE. REMOVE

TOP RING OF WIRE BASKET.

EXCAVATE PLANTING PIT SO

THAT ROOT FLARE IS 2" ABOVE

SURROUNDING FINISHED GRADE.

SLOPE SIDES OF PIT AT 1:1 AS

SHOWN.

CALIPER SIZE MEASURING

HEIGHT 6" ABOVE ROOT FLARE.

2" - 3" SHREDDED HARDWOOD

MULCH. DO NOT PLACE MULCH

AGAINST TRUNK.

AMENDED SOIL MIX.

1/3 TOPSOIL : 2/3 NATIVE SOIL.

SURROUNDING FINISHED GRADE.

5' -0

-0

ROOT BALL DIA. 1:1 SLOPE1:1 SLOPE

FULL BALANCED BRANCH

PATTERN

REMOVE DAMAGED OR BROKEN

BRANCHES

UNDISTURBED OR COMPACTED

SUBGRADE.

REMOVE UPPER 1/3 OF BURLAP,

ROPES AND TWINE. REMOVE

TOP RING OF WIRE BASKET.

EXCAVATE PLANTING PIT SO

THAT ROOT FLARE IS 2" ABOVE

SURROUNDING FINISHED GRADE.

SLOPE SIDES OF PIT AT 1:1 AS

SHOWN.

2" - 3" SHREDDED HARDWOOD

MULCH. DO NOT PLACE MULCH

AGAINST TRUNK.

AMENDED SOIL MIX.

1/3 TOPSOIL : 2/3 NATIVE SOIL.

SURROUNDING FINISHED GRADE.

FULL BALANCED BRANCH

PATTERN

REMOVE DAMAGED OR BROKEN

BRANCHES

2" - 3" SHREDDED HARDWOOD

MULCH. DO NOT PLACE MULCH

AGAINST STEMS

SHRUB BED PREPARATION

-TILL NATIVE SOIL 4" DEEP

-ADD TOPSOIL 4" DEEP

-TILL AGAIN TO BLEND SOILS

UNDISTURBED OR COMPACTED

SUBGRADE

2'-0" MIN. PLANT SPACING

V CUT BED EDGE (TYP)

FINISH GRADE

4" TOPSOIL

TURF

STAGGER ALTERNATING ROWS

REMOVE DAMAGED OR YELLOW

LEAVES

1" - 2" SHREDDED HARDWOOD

MULCH. DO NOT PLACE MULCH

AGAINST PLANTS

SHRUB BED PREPARATION

-TILL NATIVE SOIL 4" DEEP MIN.

-ADD TOPSOIL 4" DEEP

-TILL AGAIN TO BLEND SOILS

UNDISTURBED OR COMPACTED

SUBGRADE

PLANT SPACING1'-6" MIN.

PLANT SPACINGV CUT BED EDGE (TYP)

FINISH GRADE

4" TOPSOIL

TURF

SCALE:

L4.2 L4.2…

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 Sep 15, 2026.