S71° 47' 59"E 786.40'

S04° 54' 12"E261.95'

S33°

01'

32"

W

695.

33'

N72° 42' 59"W273.41'

N17° 24' 37"E5.00'

N72° 42' 59"W538.04'

N48°

30' 2

0"E

433.

31'

C1

S82° 44' 49"E79.13'

C2

C3

N15° 21' 33"E134.20'

C4

N48°

30' 2

0"E

410.

42'

C5

S82° 44' 49"E78.47'

N15° 21' 33"E134.42'

C9

C10

C11

N72° 42' 59"W35.08' S48° 30' 20"W

5.84'

Lot 43.9171 Acres

Lot 53.1705 Acres

LANDS N.O.F.OF

ALAN D. SIBERTMAP #37, PARCEL #520

ZONED LDR

LANDS N.O.F.OF

MARK D. ALLENMAP #37, PARCEL #500

ZONED LDR

LANDS N.O.F.OF

OLDFIELD AT RAVENS GLEN HOAMAP #37, PARCEL #613

ZONED LDR

LANDS N.O.F.OF

LORAINE M. BRYANMAP #37, PARCEL #457

ZONED LDR

30' WIDE R.O.W. DEDICATION (0.8055 ACRES)

Lot 62.4044 Acres

Lot 71.3605 Acres

Lot 81.4909 Acres

Open Space1.3603 Acres

Lot 32.5183 Acres

Lot 21.1116 Acres

Lot 11.2675 Acres

WINNING DRIVE (VARYING WIDTH R.O.W.)

OLD

ELK

NECK

ROA

D

(VAR

YING

WID

TH R

.O.W

.)

SITE

DATENO. REVISIONS

SCALE

DRAWING NO.

SHEET NO.

DATE

DRAWN BY

CHECKED BY

P.O. Box 1580Elkton, Maryland 21922

Tel: (302) 438-6745 Fax: (888) 372-2844Ronnie@CarpenterEngineeringLLC.com

SITUATE IN: FIFTH ELECTION DISTRICT, CECIL COUNTY, MARYLAND

1" = 100'

3100-CP1

CP1 OF CP2

11-01-2018

R. CARPENTER

R. CARPENTER

CONCEPTUAL SUBDIVISION PLATPREPARED FOR

GENERAL NOTES1. THE LOTS SHOWN HEREON ARE SUBJECT TO A FIVE FOOT WIDE DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDE AND REAR PROPERTY LINES.2. CONSTRUCTION ON SLOPES GREATER THAN FIFTEEN PERCENT WILL REQUIRE GRADING PLANS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS .

3. THIS SITE IS NOT IMPACTED BY THE 100 YEAR FLOOD ZONE AS EVIDENCED BY THE FEMA, F.I.R.M. COMMUNITY PANEL NUMBER 24015C0167E, EFFECTIVE DATE 5-4-2015.4. THE FOREST RETENTION AREAS SHOWN ON THE APPROVED FOREST CONSERVATION PLAN SHALL REMAIN UNDISTURBED, EXCEPT TO BE USED FOR PURPOSES CONSISTENT

WITH THE FOREST CONSERVATION PLAN FILED IN THE CECIL COUNTY OFFICE OF PLANNING AND ZONING.5. FOREST DISTURBANCE FOR THE INITIAL SEWAGE SYSTEM AND FUTURE REPAIRS WILL BE THE MINIMUM NECESSARY TO ALLOW FOR PROPER INSTALLATION. EVERY

ATTEMPT SHALL BE MADE TO PROTECT THE FOREST CANOPY.6. A LOT GRADING PLAN HAS BEEN APPROVED BY CCDPW FOR THE CONSTRUCTION SHOWN HERE ON. A SITE CONSTRUCTION AS-BUILT SHALL BE SUBMITTED TO THE

CCDPW PRIOR TO USE AND/OR OCCUPANCY OF ANY SITES SHOWN HERE ON. ANY CHANGE TO THE FOREST RETENTION, FORRESTATION, AND/OR REFORESTATION WILLREQUIRE A CONSISTENCY REVIEW, OF THE SWM APPROVAL, WITH CCDPW.

7. ALL LOT CORNERS SHALL BE MARKED WITH A CAPPED PIN (SET), UNLESS OTHERWISE NOTED OR SHOWN ON THE PLAT.8. SEE FOREST CONSERVATION DECLARATIONS OF RESTRICTIONS (D.W.L. _____, _____).9. A 30FT WIDE STRIP OF LAND ALONG OLD ELK NECK ROAD IS HEREBY DEDICATED IN FEE SIMPLE TO THE BOARD OF COUNTY COMMISSIONERS OF CECIL COUNTY AND IS

RECORDED AMONG THE LAND RECORDS OF CECIL COUNTY (D.W.L. _____, _____).10. NO PORTION OF THIS SITE LIES WITHIN THE LIMITS OF THE CHESAPEAKE BAY CRITICAL AREA.11. ALL LOTS TO BE SERVED BY PRIVATE WELL AND PRIVATE SEWER SYSTEMS.12. BENCHMARK: PK NAIL SET AT WESTERLY PAVED INTERSECTION OLD ELK NECK ROAD WITH CRESTWOOD DRIVE, ELEVATION 254.00, ASSUMED VERTICAL DATUM.13. THERE IS A TEN (10) FOOT EASEMENT RUNNING ADJACENT TO AND PARALLEL WITH THE WINNING DRIVE RIGHT OF WAY FOR UTILITIES, DRAINAGE AND STREET TREES.14. THERE WILL BE ONE STREET TREE FOR EVERY 50FT OF ROAD FRONTAGE UNLESS EXISTING TREES ARE APPROVED AS STREET TREES BY CECIL COUNTY. STREET TREES

REQUIRED = 2,154FT / 50FT = 43 TREES STREET TREES PROPOSED = 43 TREES15. A PUBLIC WORKS AGREEMENT IS REQUIRED FOR THE PUBLIC ROAD & ASSOCIATED STORM DRAINAGE CONSTRUCTION.16. AN INSPECTION & MAINTENANCE AGREEMENT IS REQUIRED FOR THE PRIVATE SWM FACILITIES.17. NO CLEARING OR GRADING IS PERMITTED BEYOND THE LIMITS OF DISTURBANCE SHOWN HEREON. ANY EXPANDED CLEARING AND/OR GRADING IN THE ABSENCE OF AN

APPROVED REVISED LOT GRADING PLAN MAY BE CONSIDERED NON-COMPLIANCE WITH CHAPTER 325 OF THE CECIL COUNTY CODE AND EITHER OR BOTH THEDEVELOPER AND/OR BUILDER MAY BE SUBJECT TO THE ENFORCEMENT OF THE PENALITY PROVISIONS THEREIN. USGS QUAD MAP:

NORTH EAST, MD, 2014 SCALE: 1" = 2,000'LOCATION MAP

SITE DATA:

1. TAX PARCEL NO: TAX MAP 37, GRID 14, PARCEL 269

2. OWNER: PINES OF CHERRY HILL, LLCc/o ELMER JUSTICE, III112 DELAWARE AVENUEELKTON, MD 21921(443) 309-0409

3. SITE ADDRESS: 1600 BLOCK OLD ELK NECK ROADELKTON, MD 21921

4. DEED REFERENCE: 3917/0470

5. PROPERTY AREA: 21.3080 ACRES

6. EXISTING ZONING: LDR

7. CONTRACTOR: PINES OF CHERRY HILL, LLCc/o ELMER JUSTICE, III112 DELAWARE AVENUEELKTON, MD 21921(443) 309-0409

8. CIVIL ENGINEER: CARPENTER ENGINEERING, LLCc/o RONNIE B. CARPENTER, PEP.O. BOX 1580ELKTON, MD 21922(302) 438-6745 PHONE (888) 372-2844 FAX

9. BUILDING SETBACKS: FRONT= 40 FEET SIDE= 10FEET REAR= 40 FEET

10. DATUM: ASSUMED (SEE NOTE 11)

11. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS BASED ON A FIELD RUN SURVEYCONDUCTED BY STATE OF THE ART CIVIL ENGINEERING, INC. AS DEPICTED ON THEIR PLAN TITLEDOLDFIELD AT RAVENS GLEN, DATED NOVEMBER 2002.

12. WATER SUPPLY: PRIVATE WELLS

13. SEWER: PRIVATE ONSITE SEPTICS

14. ACCORDING TO FEMA PANEL 24015C 0167E, DATED MAY 4, 2015, THIS SITE DOES NOT LIE WITHINTHE LIMITS OF A 100-YEAR FLOOD PLAIN.

15. THIS SITE DOES NOT LIE WITHIN THE LIMITS OF THE CHESAPEAKE BAY CRITICAL AREA.

16. ALL SOIL BORROW AND SPOIL SITES MUST HAVE AN APPROVED EROSION AND SEDIMENTCONTROL PLAN.

SIGNATURESTEVEN H. JUPITZ , INC.8709 BROOKS DRIVE, SUITE ONEEASTON, MARYLAND 21601

112 DELAWARE AVENUEELKTON, MARYLAND 21921

c/o ELMER F. JUSTICE, III

OWNER:

DATE

DIVISION CHIEF DATE

PINES OF CHERRY HILL, LLC

PROJECT BENCHMARK, PK NAILSET IN ASPHALT CARTWAY,WESTERLY INTERSECTION OFOLD ELK NECK ROAD WITHCRESTWOOD DRIVE (ELEV.= 254.00)

S71° 47' 59"E 786.40'

S04° 54' 12"E261.95'

S33°

01'

32"

W

695.

33'

N72° 42' 59"W273.41'

N17° 24' 37"E5.00'

N72° 42' 59"W538.04'

N48°

30' 2

0"E

433.

31'

C1

S82° 44' 49"E79.13'

C2

C3

N15° 21' 33"E134.20'

C4

N48°

30' 2

0"E

410.

42'

C5

S82° 44' 49"E78.47'

N15° 21' 33"E134.42'

N11

° 00'

54"

E32

1.87

'

N47° 11' 17"W

297.06'

N31°

59'

58"

E45

2.20

'

N75° 06' 49"E532.64'

S73° 44' 34"E 288.19'

S73° 12' 13"E 354.13'N28° 33' 02"W

230.05' S39° 51' 00"E 157.45'

N03° 47' 40"W148.96'

S45° 27' 36"E101.09'

S39° 51' 00"E125.11'

S11°

37'

12"

W16

0.82

'BeC(C)

AuD(B)

AuD(B)

WoaB(C)

SaD

(B)

Woa

B(C

)

SaD Au

D

SaD(B)

SaE(B)

AuD(B)

AuC(B)

AuD(B)

SaE(B)

AuC(B)SaE(B)

AuC(B

)SaE

(B)

SaE

(B)

BeC

(C)

AuD(B)SaE(B) C6

C7

C8

C9

C10

C11

24.14'

54.34'

25.0

0'30

.20'

130.23'

195.79'

265.

86'

C12

C13

C14

C15

C16

C17

C18

C19 C20

C21

C22

C23

C24

C25S4

6° 5

8' 0

8"W

77.0

9'

S17° 24' 37"W59.75'

64.7

5'

402.54'266.43'

210.

20'

134.

38'

350.

75'

60.91'

201.04'

307.48'448.56'

144.

57'

N72° 42' 59"W35.08' S48° 30' 20"W

5.84'

30.36'

21.9

0'

N46°

58'

08"

E77

.09'

Lot 43.9171 Acres

Lot 53.1705 Acres

LANDS N.O.F.OF

ALAN D. SIBERTMAP #37, PARCEL #520

ZONED LDR

LANDS N.O.F.OF

MARK D. ALLENMAP #37, PARCEL #500

ZONED LDR

LANDS N.O.F.OF

OLDFIELD AT RAVENS GLEN HOAMAP #37, PARCEL #613

ZONED LDR

LANDS N.O.F.OF

LORAINE M. BRYANMAP #37, PARCEL #457

ZONED LDR

PROPOSEDDWELLINGFFL= 223.9GAR= 221.2BSMT= 213.9

(232)

(230)(228)

(226) (224) (222) (220) (218) (216) (214) (212) (210) (208) (206)

(204

)

(202

) (200

)

(198

)

(196

)

(194) (192)

(222x2)

(221x0)

(221x6)

(218)

(220)

(222)

PROPOSED

DWELLING

FFL= 223.9

GAR= 221.2

BSMT= 213.9

PROP

OSED

DWEL

LING

FFL=

208

.9GA

R= 2

06.2

BSM

T= 1

98.9

PROPOSED

DWELLING

FFL= 205.7

GAR= 203.7

BSMT= 195.7PROPOSED

DWELLINGFFL= 198.8

GAR= 196.8

BSMT= 188.8

PRO

POSE

DDW

ELLI

NG

FFL=

198

.2GA

R= 1

95.5

BSM

T= 1

88.2

PROPO

SED

DWEL

LING

FFL=

198.

2GAR

= 195

.5BS

MT=

188.

2

PRO

POSE

DDW

ELLI

NG

FFL=

187

.6GA

R= 1

85.6

BSM

T= 1

77.6

(221x0)

(222x2)

(218x0)

(222)(222)

(224)

(196)

(195x0)

(194)

(196)

(198)

(200)

(202)

(204)(206)

(208)

(210)

(212)(214)

(216)(218)

(221x3)

(208

)

(207

x2)

(206

x0)

(206

x4)

(198)

(206

)

(177

x4)

(185x4)

(185

x9)

(184

)

(184x4)

(180

)

(188

x0)

(188

x0)

(195

x3)

(194

x4)

(195

x3)

(188

x0)

(188

x0)

(194

)(1

93x8

)

(194

)

(196

)

(204x0)

(203x5)(203x0)

(195x5)

(200)

(196)

(195x0)

(193x0)

(193

x0)

(192x

6)

(196x6)

(196)

(192x0)

(192

)

(195x0)

(197x0)

(204

)

70 L.F. 24" HDPE@0.005 FT/FT

ENHANCED BIO-FILTER #1

GRASS SWALE #1

GRASS SWALE #3

GRA

SS S

WAL

E #2

PROPOSED DRY-WELL

TYP. 5 LOCATIONS

W

W

W

WW

W

W

W

30' WIDE R.O.W. DEDICATION (0.8055 ACRES)

Lot 62.4044 Acres

Lot 71.3605 Acres

Lot 81.4909 Acres

Open Space1.3603 Acres

Lot 32.5183 Acres

Lot 21.1116 Acres

Lot 11.2675 Acres

WINNING DRIVE

(VARYING WIDTH R.O.W.)

OLD

ELK

NECK

ROA

D

(VAR

YING

WID

TH R

.O.W

.)

CRESTWOOD DRIVE(50' WIDE R.O.W.)

Curve Table

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

Radius

132.20'

206.29'

559.91'

350.57'

102.20'

236.29'

236.29'

236.29'

236.29'

589.91'

320.57'

30.00'

355.00'

275.00'

275.00'

275.00'

85.00'

75.00'

75.00'

75.00'

75.00'

75.00'

75.00'

85.00'

325.00'

Arc

109.52'

241.63'

103.71'

69.23'

84.35'

22.09'

206.71'

48.87'

277.67'

109.50'

67.78'

57.35'

111.28'

65.43'

193.98'

259.40'

69.08'

54.32'

104.61'

62.05'

71.99'

64.57'

357.53'

69.08'

303.12'

Delta

047° 27' 56"

067° 06' 45"

010° 36' 47"

011° 18' 55"

047° 17' 21"

005° 21' 22"

050° 07' 24"

011° 51' 03"

067° 19' 49"

010° 38' 06"

012° 06' 54"

109° 31' 46"

017° 57' 39"

013° 37' 53"

040° 24' 54"

054° 02' 46"

046° 34' 03"

041° 29' 51"

079° 54' 51"

047° 24' 00"

054° 59' 48"

049° 19' 35"

273° 08' 06"

046° 34' 03"

053° 26' 17"

Chord Bearing

N68° 09' 43"E

N60° 22' 52"E

N21° 31' 06"E

N21° 01' 00"E

N67° 30' 49"E

S88° 31' 23"E

N63° 44' 14"E

N32° 45' 01"E

N60° 29' 24"E

N21° 30' 26"E

N21° 25' 00"E

N06° 15' 34"W

N70° 00' 16"W

N85° 48' 02"W

S67° 10' 35"W

S73° 59' 31"W

S23° 41' 06"W

S21° 09' 01"W

S81° 51' 22"W

N34° 29' 13"W

N16° 42' 41"E

N68° 52' 23"E

N43° 01' 52"W

N70° 15' 09"E

N73° 41' 16"E

Distance

106.41'

228.05'

103.57'

69.12'

81.98'

22.08'

200.18'

48.78'

261.96'

109.34'

67.66'

49.01'

110.83'

65.27'

189.98'

249.89'

67.20'

53.14'

96.33'

60.29'

69.26'

62.59'

103.13'

67.20'

292.25'

LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT GRADE

PROPOSED DRAINAGE FLOW

EXISTING WOODS LINE

PROPOSED WOODS LINE

PROPOSED WELL

APPROVED SEPTIC AREA

PROPOSED DRY WELL

EXISTING SOILS LINE

EXISTING SLOPE 15-25%

EXISTING SLOPE >25%

(208)

(206x4)

W

DATENO. REVISIONS

SCALE

DRAWING NO.

SHEET NO.

DATE

DRAWN BY

CHECKED BY

P.O. Box 1580Elkton, Maryland 21922

Tel: (302) 438-6745 Fax: (888) 372-2844Ronnie@CarpenterEngineeringLLC.com

SITUATE IN: FIFTH ELECTION DISTRICT, CECIL COUNTY, MARYLAND

1" = 50'

3100-CP2

CP2 OF CP2

11-01-2018

R. CARPENTER

R. CARPENTER

CONCEPTUAL SUBDIVISION PLATPREPARED FOR

LIMITS OF DISTURBANCEFOLLOWS PROPOSED TREELINE, 7.05 ACRES