TABLE OF CONTENTS · 2020-06-03 · c= 0.61 da 3= 8741sf imp= 5805 sf c=0.68 23c 23b 23a 8"hdpe...

4R

4R

1R

DU

MP

ST

ER

DU

MP

ST

ER

GE

NE

RA

TO

R

DU

MP

ST

ER

DU

MP

ST

ER

40A

40

39

2120A

38

20

37

36

35

26

25

32

30

29

28

27

23

22

90

91

91A

91C

92

93

94

95

96

97

78

79

80 81

81A

81B

63

62

61

60

66

65

68

67

75

76

77

70B

70A

7086

85

7

7A

9

9A

9B

10B10A

5

4A

4

1

3

24

8"H

DPE

10"H

DPE

12"HDPE

6

10C

34

27A

91B

97A

97B

107

105

102

108

106

100

110

112

120

118

114

51

50

60A

60B

65A

65B

67A

67B

75A

75B85B

85A

6"HDPE

6"HDPE

12"HD

PE

12"HDPE

8"H

DPE

12"HDPE

18"H

DPE

12"H

DPE

18"H

DPE

24"HD

PE

12"HD

PE

10"HDPE

24"HDPE

24"HDPE

10"HDPE

24"HDPE

24"H

DPE

8"H

DPE

10"H

DPE

12"H

DPE

10"H

DPE

15"HD

PE

15"HDPE

6"H

DPE

4"HDPE

8"HD

PE

6"HDPE

10"H

DPE

10"H

DPE

12"H

DPE

12"H

DPE

6"HDPE

8"H

DPE

12"HDPE

12" HDPE

12"HDPE

12"HDPE

12"H

DPE

10"H

DPE

12"H

DPE

10"H

DPE

12"HDPE

12"H

DPE

12"H

DPE

12"H

DPE

12"H

DPE

10"H

DPE

12"HDPE

12"H

DPE

12"H

DPE

12"H

DPE

10"H

DPE

6"HDPE

8"HDPE

10"HDPE

6"HDPE

10"HDPE

10"H

DPE

8"HDPE

10"HDPE

24"H

DPE

8" H

DPE

10"HDPE

113

DA 113=13195 SFIMP=7426

c= 0.61

DA 3=8741SF

IMP= 5805 SFC=0.68

23C

23B

23A

8"HD

PE

6"HD

PE

6"H

DPE

64

64A

77A

6"HDPE 6"HDPE

61A61B

24A294SF

277SF

657SF686SF

684SF

528SF

701SF

703SF

787SF

872SF823SF

714SF

93SF

185SF189SF

108SF

108SF

78SF

725SF

114SF

796SF

868SF

794SF

700SF

703SF

524SF

683SF

942SF

396SF

518SF

624SF

775SF

684SF

525SF

704SF

804SF

692SF

816SF

785SF

821SF

1810SF

1194SF1678SF

887SF

836SF

786SF

703SF698SF

528SF683SF

683SF

656SF

561SF

810SF

1132SF

783SF

1014SF

693SF

404SF

445SF445SF

1034SF 650SF567SF 716SF 896SF

594SF1261SF

363SF

922SF

1143SF

869SF294SF

100SF

109SF

760SF

568SF

258SF

764SF478SF718SF

648SF

241SF

592SF610SF

4"HDPE

6"H

DPE

10" HDPE

124

126 6"HDPE

6" HDPE

6"H

DPE

12"HDPE

4B

4C

10

8"H

DPE

64B64C

24"HDPE35A

DA 5=15446SFIMP= 10291SF

C=0.68

DA 6 =17292SFIMP= 7866SF

C=0.54

DA 40A=11259 SF

IMP= 6526 SFC=0.62

DA27=8818 SFIMP=7269 SF

C= 0.78

DA21=12346 SFIMP= 8808 SF

C=0.71

DA26=10604 SF

IMP=5706 SFC= 0.60

DA23=11373 SFIMP=7669 SF

C= 0.69

DA 66=11765 SFIMP=9154 SF

C= 0.75

DA68=7794 SFIMP=7179 SF

C= 0.85

DA 86=9624 SFIMP=5784 SF

C= 0.64

DA 87=6341 SFIMP= 4980SF

C= 0.76

87

8"HDPE

109

DA109=11488 SFIMP=7405c= 0.67

DA65B=2350 SFC= 0.24

DA 67B=2757 SFC= 0.24

DA=1596 SFC= 0.24

DA 85B=2182 SFIMP=64C= 0.26

DA 112=1965 SFC= 0.24

DA 8=1921 SFC= 0.24

DA 9C=2549 SFC= 0.24

DA 51=9529SFIMP= 0 SFC=0.24

DA 9B=3083 SFC= 0.24

DA 40=2842 SF

IMP=1162C= 0.55

DA37=2739 SFC= 0.24

DA36=2793 SFC= 0.24

DA35A=2523 SFC= 0.24

DA34=3225 SFC= 0.24

DA 64A-64=2371 SF

IMP=913SFC= 0.49

DA 64C=507 SFIMP=507 SF

C= 0.90

DA 62 to str=785 SF

IMP=0 SFC= 0.24

DA 63 =2070 SFIMP=0 SFC= 0.24

DA 61=3443 SFIMP=0 SFC= 0.24

DA 70C-70=1768 SF

IMP=1768 SFC= 0.90

DA 122=3546 SFIMP=0 SFC= 0.24

DA 38=136001 SF

IMP=14447 SFC= 0.31

DA 4C=571 SFIMP=571 SF

C= 0.90

DA 70B-70A=4144 SF

IMP=4144 SFC= 0.90

DA 70A-70=1532 SF

IMP=1532 SFC= 0.90

70C

DA 70 =1415 SFIMP=0 SFC= 0.24

DA 77A=1205 SFIMP=1205 SF

C= 0.90

DA 81 tostr=4006 SFIMP=90 SFC= 0.25

81B-81A=2426 SFIMP=2426 SF

C= 0.90

81A-81=1054 SFIMP=1054 SF

C= 0.90

DA STR 79=4500 SFIMP=839 SF

C= 0.36

DA 64B=505 SFIMP=505 SF

C= 0.90

DA 64 tostr=1628 SF

IMP=0 SFC= 0.24

64D

DA 64A(to pipe)=896 SF

IMP=896SFC= 0.90

DA 64Ato str=1458 SF

IMP=0SFC= 0.24

DA 64D-64=2404 SF

IMP=2404SFC= 0.90

DA 64-63=1638 SF

IMP=1638SFC= 0.90 DA 63-62

=467 SFIMP=467SF

C= 0.90

DA 62-61=1604 SF

IMP=1604FC= 0.90

DA 61B-60A=662 SF

IMP=662FC= 0.90

DA 61A-61=312 SF

IMP=312SFC= 0.90

10"HDPE

122

46SF

434SF

187SF

186SF

107SF

2157SF

481SF

686SF

110SF

561SF

210SF

739SF

210SF

281SF

803SF

803SF

2475SF

6"HDPE

24A-244534SF

4534 IMP

24-20A796SF

796 IMP10B-10A3256SF

3256 IMP

10C-10A2361SF

2361 IMP

DA 40 TOTAL=19718 SF

IMP=13305C= 0.70

8"HDPE

23C-23B2361SF

2361 IMP

23B-23A3537SF

3537 IMP

23A-23396SF

396 IMP

DA35=2640 SFC= 0.24

DA37 TOTAL=20415 SF

IMP= 14138C= 0.70

DA36 TOTAL=20460 SF

IMP= 13963C= 0.69

DA35 TOTAL=13244 SFIMP= 5706C= 0.52

DA34 TOTAL=12043 SF

IMP= 7269C= 0.64

DA9B TOTAL=11824 SF

IMP= 5814C= 0.56

10"H

DPE

10"H

DPE

9C

8

DA9C TOTAL=18566 SF

IMP= 10862C= 0.63

DA 8 TOTAL=19213 SF

IMP= 7867C= 0.51

DA 112 TOTAL=15160 SFIMP= 7426

C= 0.56

DA 102=3943 SFIMP= 449C= 0.29


IMP= 12786C= 0.66

91C-91B4218 SF

4218 IMP

118-1141378 SF

1378 IMP

120-1181638 SF1638 IMP

124-1204739 SF

4739 IMP

126-124562 SF

562 IMP

DA 108=1748 SFIMP= 0C= 0.24

DA 108 TOTAL=13236 SFIMP= 7405

C= 0.61

DA 85B TOTAL=18147 SF

IMP= 11828C= 0.67

AREA #13

AREA #14

AREA #15

AREA #12

AREA #11


IMP= 14623C= 0.74

DA 65B TOTAL=14115 SFIMP=8804C= 0.65

DA 63-62 TOTAL=2537 SF

IMP=467SFC= 0.36


IMP=1604SFC= 0.68


IMP=1638SFC= 0.57


IMP=12077C= 0.63

DA 65B =2219 SFIMP=0

C= 0.24

97B-97A1073 SF

1073 IMP

97A-97624 SF

624 IMP

97-952686 SF2686 IMP

DA96=2251 SFIMP=1497c= 0.68

95-941617 SF

1617 IMP

94-93816 SF816 IMP

93-921819 SF1819 IMP

91A-913700 SF3700 IMP


IMP= 14273C= 0.75

81-80=1243 SFIMP=1243 SF

C= 0.90


IMP= 1333C= 0.41

79-78=2824 SFIMP=2824 SF

C= 0.90

79-78=110 SFIMP=110 SF

C= 0.90


IMP= 3773C= 0.57

DA 75B TOTAL18909=SFIMP=9791C= 0.58

MicroBiofilter 4A

MicroBiofilter 3

MicroBiofilter 4B

MicroBiofilter 5

MicroBiofilter 10B

MicroBiofilter 10A

MicroBiofilter 9

MicroBiofilter 8

MicroBiofilter 1

MicroBiofilter 6

MicroBiofilter 2

MicroBiofilter 7

8" HDPE

17017 Georgia Ave.Olney, MD. 20832


3500 Emory Church Rd.Olney, MD. 20832





17111 Old Baltimore Rd.Olney, MD. 20832 Olney, MD. 20832 Olney, MD. 20832 Olney, MD. 20832 Olney, MD. 20832

Olney, MD. 2083217017 Norbrook Dr.

Olney, MD. 20832

17000 Norbrook Dr.

Olney, MD. 20832

Olney, MD. 20832

Olney, MD. 20832

Olney, MD. 20832

Olney, MD. 20832

16808 Norbrook Dr.Olney, MD. 20832

Olney, MD. 20832

0 Emory Church Rd.Olney, MD. 20832

Olney, MD. 20832


17115 Old Baltimore Rd. 17119 Old Baltimore Rd. 17123 Old Baltimore Rd. 17127 Old Baltimore Rd.

17131 Old Baltimore Rd.

3110 Emory Church Rd.

16912 Norbrook Dr.

16908 Norbrook Dr.

16900 Norbrook Dr.

16816Norbrook Dr.

16800 Norbrook Dr.







Covered Porch

Cove

red Po

rch

WestCourtyard

EastCourtyard

First Floor D

eck

SITE PLANCOVER SHEET

TABLE OF CONTENTS

SITE PLAN - COVER SHEET SP-1**

SITE PLAN - APPROVALS SP-1A

SITE PLAN - APPROVALS SP-1B**

SITE PLAN - NOTES AND DETAILS SP-1C**

SITE PLAN - NOTES AND DETAILS SP-1D**

SITE PLAN - COMPOSITE (1"=50') SP-2**

SITE PLAN - MAIN BUILDING (1"=30') SP-3**

SITE PLAN - SPECIAL CARE BUILDING (1"=30') SP-4**

LANDSCAPE PLAN - COMPOSITE (1"=50') LP-1**

LANDSCAPE PLAN - MAIN BUILDING (1"=30') LP-2**

LANDSCAPE PLAN - SPECIAL CARE BUILDING (1"=30') LP-3**

LIGHTING PLAN - COMPOSITE (1"=50') LT-1**

LIGHTING PLAN - MAIN BUILDING (1"=30') LT-2**

LIGHTING PLAN - SPECIAL CARE BUILDING (1"=30') LT-3**

FINAL FOREST CONSERVATION PLAN (1"=100') 001



FINAL FOREST CONSERVATION PLAN 004

**SHEETS REVISED UNDER 'B' AMENDMENT

OWNER/APPLICANT/DEVELOPER:

FLOURNOY DEVELOPMENT GROUP, LLC1100 BROOKSTONE CENTRE PKWYCOLUMBUS, GA 31904(404) 834-8527

SPRING ARBOR - OLNEY

OLNEY - ELECTION DISTRICT No. 8MONTGOMERY COUNTY, MARYLAND'B' AMENDMENT 5/2020

SITE PLAN - 820140100

SITE PLAN - 82014010A / 82014010B

PRELIMINARY PLAN - 120140120

2

2

2

2

1

1

1

1

135130

135

91

99

13534 34

84

SITE PLAN 820140120B AMENDMENT CHANGES:

1. REALLOCATE NUMBER OF APPROVED BEDS WITHIN FACILITY (135 BEDS), AN INCREASE FROM

107 UNITS TO 130 UNITS (NOTE THAT THE A AMENDMENT LISTS 133 BEDS IN THE

DEVELOPMENT TABLE, BUT APPEARS TO BE A TYPO THAT WAS INTRODUCED WHEN THE TABLE

WAS REFORMATTED).

2. MODIFY FENCE TYPES AT DUMPSTER ENCLOSURE AND EAST COURTYARD AND PATIO.

3. MODIFY PHOTOMETRIC LIGHTING TABLE.

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AutoCAD SHX TextEX. 9"MCD

AutoCAD SHX Text15"RCP INV=540.67

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AutoCAD SHX TextOLD BALTIMORE



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AutoCAD SHX TextCopyright ADC The Map People Permitted Use Number 21007251

AutoCAD SHX TextMONTGOMERY COUNTY MAP PAGE 21 GRID E-10

AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextNot to scale

AutoCAD SHX TextSITE

AutoCAD SHX TextGRAPHIC SCALE

AutoCAD SHX Text0

AutoCAD SHX TextSCALE: 1" = 200'

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AutoCAD SHX Text%%USPRING ARBOR - OLNEY

AutoCAD SHX TextOLNEY (8th) ELECTION DISTRICT

AutoCAD SHX TextMONTGOMERY COUNTY, MARYLAND

AutoCAD SHX TextN

AutoCAD SHX Text.1"=200'

AutoCAD SHX TextMARYLAND STATE PLANE

AutoCAD SHX TextDATUM (NAD 83/91) (NGVD 1929)

AutoCAD SHX TextLEGEND

AutoCAD SHX TextSTREAM VALLEY BUFFER

AutoCAD SHX Text100 YR FLOODPLAIN

AutoCAD SHX TextNON TIDAL WETLANDS

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AutoCAD SHX TextEX. CONTOURS

AutoCAD SHX TextPROP. TREELINE

AutoCAD SHX TextEX. STREAM

AutoCAD SHX Text40' WETLAND BUFFER

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AutoCAD SHX TextLIMIT OF DISTURBANCE

AutoCAD SHX TextEX. TREELINE

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AutoCAD SHX Text1

AutoCAD SHX Text1" = 200'

AutoCAD SHX TextSPRING ARBOR PRELIMINARY SITE PLAN SHEET 1

AutoCAD SHX TextRODGERS CONTACT:

AutoCAD SHX TextDATE

AutoCAD SHX TextBY

AutoCAD SHX TextREVISION


AutoCAD SHX TextPRELIMINARY NOT FOR CONSTRUCTION





AutoCAD SHX TextRELEASE FOR

AutoCAD SHX TextOF

AutoCAD SHX TextSHEET No.

AutoCAD SHX TextDATE:

AutoCAD SHX TextJOB No.

AutoCAD SHX TextSCALE:


AutoCAD SHX TextBY

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AutoCAD SHX TextBASE DATA

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AutoCAD SHX Text1133A

AutoCAD SHX TextJuly 2018

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AutoCAD SHX TextN:\MD-Montgomery\Spring Arbor Olney\autocad\Plot Plans\Site Plan\01-Site Plan_Cover_Sheet.dwg SP-1 May 20, 2020, 11:17am

AutoCAD SHX Text48 Hours Before Start Of Construction

AutoCAD SHX TextCALL "MISS UTILITY" AT

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AutoCAD SHX Text1-800-257-7777

AutoCAD SHX TextThe excavator must notify all public utility companies with

AutoCAD SHX Textunderground facilities in the area of proposed excavation

AutoCAD SHX Textand have those facilities located by the utility companies

AutoCAD SHX Textprior to commencing excavation. The excavator is

AutoCAD SHX Textresponsible for compliance with requirements of Chapter

AutoCAD SHX Text36A of the Montgomery County Code.

AutoCAD SHX TextPROFESSIONAL CERTIFICATION "I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No. 32599, Expiration Date: 1/22/22."

AutoCAD SHX Text. (NOTE THAT THE A AMENDMENT LISTS 133 BEDS IN THE

SITE PLANAPPROVALS SHEET





SITE PLAN - 820140100


Site Plan Amendment Approval Memo

SITE PLAN - 82014010A / 82014010B





WAS REFORMATTED).



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AutoCAD SHX TextN:\MD-Montgomery\Spring Arbor Olney\autocad\Plot Plans\Site Plan\01-Site Plan_Cover_Sheet.dwg SP-1B May 20, 2020, 11:18am



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SITE PLANNOTES AND DETAILS





SITE PLAN - 820140100


RETAINING WALL WITH RAILINGDETAIL

PAVING SECTION DETAILS

H/C SIGN DETAILSH/C RAMP DETAILSH/C PARKING DETAILS

RETAINING WALL DETAIL

CURB & GUTTER DETAIL CONCRETE SECTION DETAIL(FOR SIDEWALKS & CONC. PADS)

SECONDARY SIGNS

NOTE:ALL SIGNS AND MARKINGS SHALL BE IN CONFORMANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MSHA 802.04 SIGN POST

SIGN PLACEMENT DETAIL

STANDARD PIPE BOLLARD DETAIL

Refer to Geo-Tech. for approved subgrade req.

*

*

*

*Refer to Geo-Tech. for approved subgrade req.

BENCH DETAIL

TRASH RECEPTACLE DETAIL

SITE PLAN - 82014010A / 82014010B

B

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AutoCAD SHX TextTRASH RECEPTACLES BY: VICTOR STANLEY P.O. Drawer 330 Dunkirk, MD 20754 Tel: 301-855-8300 Fax: 410-257-7579 Model: SDC-36, Steelsites Series Side- Door Litter Receptacle Finish: Black Size: 36-gallon (136 Liter) Side Door Note: Secure to Concrete Pad. Or Equal

AutoCAD SHX TextBENCHES BY: VICTOR STANLEY P.O. Drawer 330 Dunkirk, MD 20754 Tel: 301-855-8300 Fax: 410-257-7579 Model: LIL-20, Perenne Series Finish: Black Size: 6' Long Note: Secure to Concrete Pad. Or Equal

AutoCAD SHX TextN.T.S.

DUMPSTER DUMPSTER

GENERATOR

DUMPSTER

DUMPSTER

DA 86=9624 SF

IMP=5784 SF

C= 0.64

SITE PLANNOTES AND DETAILS





SITE PLAN - 820140100


SITE PLAN - 82014010A / 82014010B

7'-8" FENCING AT ENCLOSED COURTYARD 'B' (OR EQUAL)

NOT TO SCALE

8.5' DECORATIVE SCREEN WALL AT ENCLOSED PATIO 'A'

(OR EQUAL)

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03 41 00.A

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(FRT 2X8 ALUMWRAPPED)

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06 10 00.D2

(ALUM WRAPPED)

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06 10 00.D1

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05 70 00.D

2"

12"

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07 31 13.B

07 21 00.A2

07 13 53.A

2 1/8"

07 13 53.A3

07 46 00.G4

2

2

DUMPSTER ENCLOSURE #1 (OR EQUAL)

NOT TO SCALE

1-1/4" x 1-1/4" x 3/16" GALV.

STL. ANGLE BRACE - SHOP

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10

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6'

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10

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2

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ELEVATION





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AutoCAD SHX Text1 " SQ. LATHING12" SQ. LATHING

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AutoCAD SHX Text2 " H/V LATTICE12" H/V LATTICE

AutoCAD SHX Text3 x 7 " BEAM12 x 7 " BEAM14" BEAM

AutoCAD SHX Text5 SQ POST 12 SQ POST W/ WESTPORT CAP

AutoCAD SHX TextCONCRETE FOOTING 12" DIA. 36" DEEP

AutoCAD SHX Text34" x 3 " BOARD12" BOARD

AutoCAD SHX Text58" x 1 " OVERLAID 18" OVERLAID LATTICE BATTENS

AutoCAD SHX Text38" THICK FACIA

AutoCAD SHX Text34" x 3 " SPACED / 12" SPACED / BUTTED BOARDS

AutoCAD SHX TextGRADE

AutoCAD SHX TextA-A FENCE SECTION

AutoCAD SHX TextPRIVACY FENCING ELEVATION OR EQUAL

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AutoCAD SHX Text2"x6" JOINTS OF CURVED END CUTS

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AutoCAD SHX Text6" CONC. SLAB W/ 6x6 - W1.4xW1.4 WWF OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS PAVEMENT TO INSURE POSITIVE DRAINAGE

AutoCAD SHX Text4" CONC. SLAB W/6x6 - W1.4 x W1.4 WWF OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO INSURE POSITIVE DRAINAGE

AutoCAD SHX Text3/4" CONTROL EXPANSION JOINT - FILL W/ EXPANSION JOINT MATERIAL & PROVIDE SEALANT @ TOP

AutoCAD SHX TextTRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1-1/2" GALV. CORRUGATED DECKING (LEAVE RAW)

AutoCAD SHX Text8" SPLIT FACE CMU

AutoCAD SHX Text#4" @ 48" O.C. W/DOWEL TO MATCH. PROVIDE ADDITIONAL #4 @ CORNERS & ENDS OF WALLS

AutoCAD SHX Text4" GALV. STEEL BOLLARD 36" HIGH. GROUT SOLID W/ ROUND TROWEL @ TOP. ENCASE IN 18" DIA CONCRETE 36" DEEP. (TYP.)

AutoCAD SHX TextTRASH ENCLOSURE DOOR: 2" x 2" x 1/4" GALV. STL. ANGLE STILES & RAILS W/ 1-1/2" GALV. CORRUGATED DECKING

AutoCAD SHX Text5" SCHEDULE 40 GALVANIZEDSTL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'-3" INTO CONCRETE PIER

AutoCAD SHX Text6" SCHEDULE 80 x 1'-0"GALV. STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR

AutoCAD SHX TextCLOSER HASP

AutoCAD SHX Text6" SCHEDULE 80 x 1"GALV. STEEL PIPE

AutoCAD SHX Text1-1/4" x 1-1/4" x 3/16" GALV. STL. ANGLE BRACE

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AutoCAD SHX Text4" SPLIT FACE SOLID COURSE CMU TO MATCH BUILDING

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AutoCAD SHX Text1-1/4" x 1-1/4" x 3/16" GALV. STL. ANGLE BRACE - SHOP PRIME ANGLES

AutoCAD SHX TextTRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1-1/2" GALV. CORRUGATED DECKING (LEAVE RAW)

AutoCAD SHX Text8" SPLIT FACE CMU

AutoCAD SHX Text6" CONC. SLAB W/ 6x6 - W1.4xW1.4 WWF OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS PAVEMENT TO INSURE POSITIVE DRAINAGE


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TABLE OF CONTENTS · 2020-06-03 · c= 0.61 da 3= 8741sf imp= 5805 sf c=0.68 23c 23b 23a 8"hdpe...

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Transcript of TABLE OF CONTENTS · 2020-06-03 · c= 0.61 da 3= 8741sf imp= 5805 sf c=0.68 23c 23b 23a 8"hdpe...