FIRE HYD.

PAVEMENT SECTIONS LEGEND DESCRIPTION

R22.5' EXISTING R/W

H

6''

12

R5'

RMA

R22.5'

9'

13

DESIGNED BY

W

5' S/W

24'

T. SELDON SCALE

5' S/W SCALE 1"=20'

15

H

H

RMA

W

OHU

9'

H 5'

9'

COLUMN, TYP 9'

H

9'

DA OO

15' REAR YARD

NW

H

11

PAVEMENT PATCH (SEE DETAIL ON SHEET C1.1)

W

9'

6''

OHU

H

U OH

11

GLE

H

RMA

6''

OHU

U

5' S/W

0' 7.0 9' 84 R= 218.7 01' " L= 110. 8'01 '07"W T= 14°4 °39 D= =N2618' CB 218. C=

SEE HANDICAP PARKING DETAIL ON SHEET C1.1

ER

R5' (TYP)

H

9'

STEPS WITH HANDRAIL

OH

SEW

9'

3

U

5' S/W

OHU

15' UTILITY EASEMENT INST. #970028197

R5' (TYP)

INED

RIP RAP

40'

OMB

16 STEPS (11" TREAD AND 7" HEIGHT) WITH HANDRAIL (SEE HANDRAIL DETAIL ON SHEET C1.2)

20'

OH

72" C

9'

0

15' BUILDING MAX. SETBACK

9'

18'

H

F

RMA

N86°43'43"E

BM SET IN PP ELEV=91.87

225.67'

OHU OHU

SMITH CHARLES A JR ETALS CO TRS 3800 REAR GOVERNMENT ROAD ZONING: R-63

29.94' 10"

X

5' SIDE YARD

AREA TO BE USED FOR HISTORICAL SYMBOLOGY

SMITH CHARLES A JR ETALS CO TRS 3811 GLENWOOD AVE ZONING: R-63 PARCEL ID: E0001116037 ACREAGE: 0.271 AC.

GR-2 (VDOT STD.) GUARDRAIL

JOB NO.

38531 X

S85°38'47"E

181 LF RETAINING WALL

OHU

5' SIDE YARD

N3°16'17"W

RMA

261.50'

6'' W

EXIST. SIDEWALK

R49'

U

EXIST. STAIRS

CONC.

F

F

F

OH

OHU

RMA

F

F

S

F

X

RMA

6'' W

R20' 24'

X

VDOT STD. CG-12B

F

3

CG-6 (TYP)

24'

F

R10'

F

OHU

U

OHU

A RM

R25'

F

F

RMA

R15'

OH

341.01'

REFER TO ARCH/STRUCTURAL PLANS FOR UNDERGROUND PARKING SECTION DETAILS

EXIST. GTI TOP=84.27 NOTE: STRUCTURE FULL

APPROX. LOCATION 6" W/L

F

R5' (TYP)

R15'

DGM PROPERTIES LLC 3626 E BORAD ST ZONING: R-53 PARCEL ID: E0001288012 A ACREAGE: 0.538 AC. RM

VDOT STD. CG-12B

MONUMENT SIGN BIKE RACK FOR 11 BIKES (COVERED)

RMA

OHU

"W N7°01'17

R:\106\38531-Glenwood_Ridge_Apts\DWG\Sheet\CD\38531-C3.0-SITE.dwg | Plotted on 10/12/2017 4:41 PM | by Tim Seldon

U

6'' W

R20'

UE VEN

OH

9'

LOGAN MATTHEW M & LEE W JOHNSON 3801 GLENWOOD AVE ZONING: R-63 PARCEL ID: E0001116035 ACREAGE: 3.241 AC.

1" = 20'

W

RMA

9'

6''

R20'

T EXIS

OHU

60 LF RETAINING WALL WITH HANDRAIL

2

CHECKED BY

7.50' (TYP)

U

21

BUMPER BLOCK (TYP) 24'

OH

4' S/W

R20'

T. SELDON

SHEET NO.

C3.0

These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

13

DRAWN BY

N. MARTIN

STEPS WITH HANDRAIL

BUILDING 100 (41 UNITS)

11/23/2016

6''

BUILDING 200 (41 UNITS)

18'

DATE

SITE PLAN

F

30' VEPCO EASEMENT 2INST. #150005915

24'

18' 9'

FIRE LANE STRIPING

U OH

OHU

R5' (TYP)

DOUBLE SIDED "NO PARKING FIRE LANE" SIGN SEE DETAIL C1.1

18'

H 8' x 5' CONCRETE PAD WITH BIKE RACK FOR 4 BIKES (UNCOVERED)

MUTCD: R7-8a VAN ACCESSIBLE HC PARKING SIGN SEE DETAIL C1.1

F

R6'

H

MUTCD: R7-8 HC PARKING SIGN SEE DETAIL C1.1

W 6''

9'

F

CHIMBORAZO, EAST DISTRICT - CITY OF RICHMOND - VIRGINIA

OHU

S

9'

V

STRIPING LEGEND

U

9'

H

SEE HANDICAP PARKING DETAIL ON SHEET C1.1

OH

H 5'

H

NAD 83

F

H

9'

18'

MUTCD: R1-1 STOP SIGN SEE DETAIL C1.1

W

9'

8

SIGNAGE LEGEND S

5' S/W GR-2 (VDOT STD.) GUARDRAIL

SEE PAVEMENT REPLACEMENT DETAIL ON SHEET C1.2

EXIST. DI * STRUCTURE FULL

U

RMA

PAVEMENT REPLACEMENT OH

OHU

R30'

W

' .00 ' 543 R= 76.27 L=1 8.92' '58" "E T=8 8°35 45'08 D=1=S24° 0' CB 175.5 C=

R3'

6''

BIKE RACK FOR 11 BIKES (COVERED)

REVISED PER CITY COMMENTS

COMPACTED SUBGRADE

F

F

6" 21-B STONE

COMMUNITY GARDEN, REFER TO ARCH

R100'

EXIST. 4" PVC INV=127.18 DIRECTION±

6" 3,500 PSI CONCRETE

9/25/2017

F

6x6 10/10 W.W.F.

HEAVY DUTY CONCRETE

U OH

R15'

F

3

2" CLEAR

BM SET IN PP ELEV=72.77

GLENWOOD RIDGE APARTMENTS

RM A

R15'

R15'

COMPACTED SUBGRADE

R20'

F F

4" 21-B STONE

APPROX. LOCATION 6" W/L

F

24'

R124'

SIDEWALK/ CONCRETE PAVEMENT

CG-12B

F

24'

± 200 LF RETAINING WALL

4" CLASS-A3 CONCRETE

24' F

R124'

F

COMPACTED SUBGRADE

REVISION DESCRIPTION

F

6'' W

O

F

HU

8" 21-B STONE

F

5' SIDE YARD

EXIST. 4" PVC INV=127.18 DIRECTION±

3" VDOT SM-9.5 A

F

U OH

COMPACTED SUBGRADE

LIGHT DUTY ASPHALT

F

F

8" 21-B STONE

R20'

F

RETAINING WALL

HEAVY DUTY ASPHALT

DATE

A

RM

CG-2 (TYP)

5' SIDE YARD

1 1/2" VDOT SM-9.5A 2 1/2" VDOT BM-25.0

OHU

DUMPSTER PAD AND ENCLOSURE (SEE DETAIL ON SHEET C1.2)

PAVEMENT SECTION

THIS DRAWING PREPARED AT THE TRI-CITIES OFFICE YOUR VISION ACHIEVED THROUGH OURS. 4701 Owens Way, Suite 900 | Prince George, VA 23875 TEL 804.541.6600 FAX 804.458.1511 www.timmons.com

A

RM

RETAINING WALL

CG-12B

CHURCH HILL LAND LLC 136 LF 401 NORTH 35TH STREET RETAINING ZONING: R-63 WALL PARCEL ID: E0001116012 ACREAGE: 4.195 AC. 6' "E 357.3 3 '4 8 5 ° 2 8 N

PAVEMENT PATCH (SEE DETAIL ON SHEET C1.1)

6'' W

GR-2 (VDOT STD.) GUARDRAIL

OHU

RETAINING WALL

RETAINING WALL

EXIST. SIDEWALK

HATCH PATTERN