for SIMONS CORNER APARTMENTS · 2020. 5. 26. · proposed apartment building (3 stories - 24 units) proposed. 12 11 13 11 26 20 14 13 10 13 10. 6. 18 8 16. n/f christina liborio,

14 14

PROPOSEDAPARTMENT BUILDING(3 STORIES - 24 UNITS)

(12) 2br, (6) 1 bdr & (6) 3br

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 24 U

NITS)

12

11

13

11

26

20

14

13

10

13

10

6

18

8

16

10

8

(12) 2br, (6) 1 bdr & (6) 3br

18

10

20

6

210

8

10

18 18

24

241

113

PROPOSEDAPARTMENT BUILDING(3 STORIES - 24 UNITS)(12) 2br, (6) 1 bdr & (6) 3br

19

9

29

11

7

5 CA

R GA

RAGE

BU

ILDI

NG

5 CAR GARAGE BUILDIN

G

8

4

17

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

8

7 8 8

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

OFFICE / M

AIL /M

EETING SPACE

(2 STORIES)(44' x 80')

(3,520 S.F.)

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr


(12) 2br, (6) 1 bdr & (6) 3br

PROPOSEDAPARTMENT BUILDING

(18 units)

10

8

5

7

(12) 2br & (6) 1 bdr

PARCEL No. DC-17-19.00-01-1.19n/f CHRISTINA LIBORIO, LLC

DEED BOOK: 6899 PAGE: 112ZONE: R3

PARCEL No. DC-17-19.14-03-82.00n/f LIBORIO III, LP

DEED BOOK: 325 PAGE: 135PLAT BOOK: 94 PAGE: 92

ZONE: R3

PARCEL No. DC-17-19.10-02-35.00n/f FREDERICK N. SCHABER IIIDEED BOOK: 5384 PAGE: 81

ZONE: R1

PARCEL No. DC-17-19.10-02-34.00n/f SARA L. STONER


PARCEL No. D

C-17-19.10-02-33.00

n/f JEANNETTE PATTERSON

DEED BOOK: 3955 PAGE: 3

07

PLAT BOOK: 1

4 PAGE: 53

ZONE: R1

PARCEL No. DC-17-19.00-01-2.00n/f SORELLAS, LLC

DEED BOOK: 3325 PAGE: 161ZONE: M

PARCEL No. DC-17-19.00-01-75.00n/f SMYRNA TWO, LLC


ZONE: H-C

LOT 12.2152 Ac. ±

S 76°47'54" W 3.96'

S 89

°19'

49" W

273

.99'

S 22°35'19" W 235.11'

S 22°44'12" W 230.10'

S 22°43'46" W 247.77'

S 22°41'40" W 377.19'

S 61°

54'50

" E 8

3.44'

S 61°

49'43

" E 1

55.52

'

S 61°

49'02

" E 1

67.96

'

N 7

6°35

'59"

E 4

81.2

6'

N 13°24'01" W 836.92'R=25.00'L=39.28'

∆=90°00'54"CH=35.36'

N 31°35'59" E

N 7

6°35

'59"

E 7

7.43

'

N 51°40'27" ECH=84.29'

L=87.01'R=100.00'

∆=49°51'08"

N 26°44'54" E 37.26' N 63°1

5'06"

W

60.00

'

N 13°45'33" WCH=77.95'L=84.84'R=60.00'

∆=81°01'13"R=165.00'L=56.28'∆=19°32'38"CH=56.01'N 44°29'49" W

CMFND

CMFND

CMFND

CMFND

18' 24' 18' 9'

18' 24' 18' 18' 24' 18'5'

18'9'

24'

24'18' 9'

20'

9' 11'11'7'

7'

20' 7'24' 20'

7'

5' 5' 5' 5' 5'

5'

LOADIN

G ZON

E

LOADIN

G ZON

ELO

ADING ZO

NE

LOADIN

G ZON

E

LOADIN

G ZON

E

LOADIN

G ZON

E

LOADING ZONELOADING ZONE20' 7'

24'

20'

7'

18' 24' 18' 18' 24' 18' 18' 24' 18' 18' 24' 18'

18'9'

24'

7'

24'

18' 24'

18' 24' 18'24'

24'

18'18'

18' 9'

10'

22'22'

10'

5'5'

5'

5'

5'

5'

5'

9' 11'11'

7'

20'

78.23'

21.14'

18'9'

12.88'

68.21

'

5'

20'

7'

5'

PROPOSED

LAWN

DOG

PARK

POCKET PARK1,000 S.F.

POCKET PARK940 S.F.

PROPOSEDSQUARE

PROPOSEDSQUAREPROPOSED

SQUARE

PROPOSEDTOT LOT

PROPOSED

LAWN

DRAWN BY:

SCALE:

PROJECT:

DATE:

TITLE

DESIGNED BY:

SHEET NUMBER

FOR

SITUATED IN

ONLY THOSE PLANS WHICH CONTAIN AN IMPRESSED SEAL OR A RED INK SEALOF THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED VALID. THIS PLANHAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON.ANY MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE WRITTENCONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. RELIANCEON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDEDSHALL BE AT THE SOLE DISCRETION AND LIABILITY OF THE APPLICABLE PARTY.

PLAN NOTES

CHECKED BY:

MISS UTILITYOF

DELMARVABEFORE YOU DIG CALL

1-800-282-8555 (DE & MD)WWW.MISSUTILITYDELMARVA.COM

PROTECT YOURSELF, GIVE TWOWORKING DAYS NOTICE

Know what's below.before you dig.Call

R

COVER SHEET

SIMONS CORNER APARTMENTS, LLC

SIMONS CORNER APARTMENTS

PARCEL ID # DC-17-019.00-01-75.00 LOT 2

2001KENT

4/14/2020

AS NOTED

PP1

SCOTT E. LOBDELLBY:

DELAWARE PROFESSIONAL ENGINEER NO. 12260

DATE

PRELIMINARYPLAN

TOWN OF SMYRNAKENT COUNTY, DELAWARE

S.E.L.

E.P.C.

S.E.L.

- -1

NO. REVISION DATE

630 CHURCHMANS ROAD, SUITE 105, NEWARK, DE 19702

EMAIL: [email protected]

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (302) 368-3184 FAX (302) 368-7195

MUNICIPAL ENGINEERING

WATER / WASTEWATER

LAND SURVEYING

PROFESSIONAL PLANNING

LANDSCAPE ARCHITECTURE

CONSULTING CIVIL ENGINEERING

BRIDGE DESIGN

HIGHWAY DESIGN

CONSTRUCTION INSPECTION

GEOTECHNICAL ENGINEERING

WITH OFFICES IN NJ, PA, AND DE

scale: 1" = 800'

Location Map

DUCK CREEK HUNDRED, TOWN OF SMYRNA

KENT COUNTY, DELAWARE

PRELIMINARY LAND DEVELOPMENT PLAN

for


SHEET LIST TABLESHEET NUMBER SHEET TITLE

PP1 COVER SHEETPP2PP3 SITE PLAN

SITE PLAN

scale: 1" = 80'

SITE PLAN

GENERAL NOTES:1. UTILITIES:

A. WATER SUPPLY, TOWN OF SMYRNA: WATER SUPPLY IS SUBJECT TO THE APPROVAL OF THE DELAWARE STATE DEPARTMENTOF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL, AND THE DELAWARE STATE DIVISION OF PUBLIC HEALTH ANDTHE TOWN OF SMYRNA.

B. SEWERAGE, TOWN OF SMYRNA: SEWERAGE IS SUBJECT TO THE APPROVAL OF THE DELAWARE STATE DEPARTMENT OFNATURAL RESOURCES AND ENVIRONMENTAL CONTROL, AND THE TOWN OF SMYRNA

C. STORM DRAINAGE: TOWN OF SMYRNA. ALL ON-SITE DRAINAGE FACILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED.DRAINAGE FACILITIES SHALL BE IN ACCORDANCE WITH THE TOWN OF SMYRNA "STANDARD SPECIFICATIONS AND DETAILS"AND THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS DATED 1991 OR AS LATER AMENDED.

D. ELECTRIC: TOWN OF SMYRNA. SUBJECT TO TOWN'S APPROVAL

1. A TWENTY-FOOT WIDE EASEMENT, TEN FEET ON EITHER SIDE OF THE CENTERLINE OF THE PIPE, SHALL BE CREATED, WHEREVERPOSSIBLE, WHERE A SANITARY SEWER, STORM SEWER, ELECTRIC OR WATER IS DESIGNATED FOR PUBLIC USE AND IS OUTSIDE OFTHE DEDICATED PUBLIC RIGHT OF WAY.

2. IN ADDITION TO EASEMENTS SHOWN ON THIS PLAN, A SIX-FOOT STRIP IS HEREBY RESERVED AS AN EASEMENT FOR UTILIES ONEACH LOT, AROUND THE ENTIRE PERIMETER OF EACH LOT.

3. OWNER AND/OR DEVELOPER WILL BE RESPONSIBLE FOR MAINTENANCE OF SEDIMENT AND STORMWATER CONTROLS DURINGCONSTRUCTION AND FOR LONG-TERM MAINTENANCE OF STORMWATER CONTROLS UNTIL ALL LOTS HAVE BEEN SOLD. AT THATTIME, REPONSIBILITY FOR LONG-TERM MAINTENANCE OF STORMWATER CONTROLS SHALL BE ASSUMED BY THE COMMERCAILLOT OWNERS ASSOCIATION.

4. GROUND CONTROL SURVEY BY __________________________, IN _________________. VERTICAL CONTROLS ARE REFERENCED,BENCHMARKS AS NOTED ON PLANS.

5. ALL LOTS AND OPEN SPACE AREAS SHALL BE PROVIDED WITH AT LEAST SIX INCHES OF TOPSOIL UPON COMPLETION OF GRADINGAND CONSTRUCTION OF INDIVIDUAL LOTS AND OPEN SPACE AREA. ALL SUCH AREAS SHALL BE SEEDED, SODDED OR OTHERWISELANDSCAPED.

6. UPON THE COMPLETION OF THE SITE SHOWN HEREIN, THE OWNER AND/OR DEVELOPER SHALL CONVEY UNTO THECOMMERCIAL LOT OWNERS ASSOCIATION, A DELAWARE CORPORATION (HEREINAFTER THE "ASSOCIATION"), FOR THEASSOCIATION'S PERPETUAL OWNERSHIP, (1) ALL COMMON AREAS, (2) ALL OPEN SPACE, (3) ALL RECREATIONAL AREAS, AND (4)THE STORMWATER MANAGEMENT AREA. THE ASSOCIATION, UPON RECEIVING SUCH TITLE SHALL THEREAFTER HAVE FULLRESPONSIBILITY AND EXPENSE FOR MAINTE

7. DELAWARE REGULLATIONS PROHIBIT THE BURIAL OF CONSTRUCTION/DEMOLITION DEBRIS, INCLUDING TREES AND STUMPS ONCONSTRUCTION SITES. ANY SOLID WASTE FOUND DURNING EXCAVATION MUST BE REMOVED AND PROPERLY DISCARDEDOFF-SITE AT AN APPROVED LAND FILL.

8. THE DEVELOPER SHALL CONSTRUCT CONCRETE SIDEWALKS AS SHOWN ON THIS PLAN.

9. ALL FIRE LANES, FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS, SPRINKLERS, STANDPIPE CONNECTIONS, AND FIRE EXITSSHALL BE MARKED AND OR PROTECTED IN ACCORDANCE WITH THE DELAWARE STATE FIRE REGULATION.

10. DEVELOPER SHALL PRESERVE ALL TREES ON THIS SITE, EXCEPT WHERE NECESSARY TO CONSTRUCT BUILDINGS, PARKING,ACCESWAYS, RECREATIONAL FACILITIES AND UTILITIES, AND SELECTIVE THINNING OF EXISTING TREES. SPECIFIC SPECIES OFPLANT MATERIALS AS DESIGNATED ON THIS PLAN OR THE LANDSCAPE PLAN (IF SUCH A PLAN IS AN INTEGRAL PART OF THISPLAN) SHALL BE PRESERVED.

11. ALL COMMON FACILITIES INCLUDING, BUT NOT LIMITED TO, PAVED AREAS, SIDEWALKS, CURBING, LANDSCAPING, PUBLIC OPENSPACE, AND/OR DRAINAGE FACILITIES SHALL BE KEPT IN GOOD REPAIR AND MAINTAINED IN A SAFE SANITARY CONDITION.

12. ALL LOT PURCHASERS SHALL PERMIT THE DEVELOPER, OR HIS AGENTS, TEMPORARY TRESPASS UPON THE PURCHASER'S LOT TOCOMPLETE OR REPAIR THE VARIOUS IMPROVEMENT ELEMENTS (GRADING, INFILTRATION TRENCHES, ETC.) SHOWN ON THEAPPROVED FINAL PLAN FOR THE PERIOD FROM THE PURCHASE OF THE LOT TO EIGHTEEN (18) MONTHS FROM THE DATE OFACCEPTANCE OF PUBLIC IMPROVEMENTS BY THE TOWN OF SMYRNA.

13. ALL LOT PURCHASERS SHALL PERMIT TOWN OFFICIALS TEMPORARY TRESPASS UPON THE PURCHASER'S LOT TO INSPECT THEVARIOUS IMPROVEMENT ELEMENTS SHOWN ON THE APPROVED FINAL PLAN FOR THE PERIOD FROM THE PURCHASE OF THELOT TO EIGHTEEN (18) MONTHS FROM THE DATE OF ACCEPTANCE OF PUBLIC IMPROVEMENTS BY THE TOWN OF SMYRNA.

14. ALL PUBLIC UTILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC, GAS, AND TELEPHONE SHALL BE PLACED UNDERGROUNDWITHIN THE SUBDIVISION AND LAND DEVELOPMENT. SUCH UTILITIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEPREVAILING STANDARDS AND PRACTICES OF THE UTILITY OR OTHER COMPANY PROVIDING SERVICE, EXCEPT WHERE IT ISDEMONSTRATED TO THE SATISFACTION OF THE TOWN OF SMYRNA THAT THE UNDERGROUND INSTALLATIONS ARE NOTFEASIBLE BECAUSE OF PHYSICAL CONDITIONS OF THE LAND.

15. A LANDSCAPE PLAN PREPARED BY VAN CLEEF ENGINEERING ASSOCIATES, LAST DATED (-/-/-) OR AS AMENDED AND APPROVEDIN WRITING BY THE TOWN OF SMYRNA, IS HEREBY CONSIDERED A PART OF THE RECORDED PLAN.

16. FOR MAINTENANCE DECLARATION OF OPEN SPACES, LANDSCAPING, AND/OR STORMWATER MANAGEMENT FACILITIES SHOWNON THIS PLAN, SEE DEED RESTRICTIONS, DATED (____/____/________), AND OF RECORD IN THE OFFICE OF THE RECORDER OFDEEDS IN AND FOR KENT COUNTY, STATE OF DELAWARE, DEED RECORD BOOK ____, PAGE ____.

17. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 10001C0061H, PG 61 OF435, EFFECTIVE MAY 5, 2003, THIS SITE FALLS WITHIN ZONE X WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 100 YRFLOODPLAIN.

18. ALL COMMON FACILITIES INCLUDING BUT NOT LIMITED TO, PAVED AREAS, SIDEWALKS, CURBING, LANDSCAPING, PUBLIC OPENSPACE, AND/OR DRAINAGE FACILITIES SHALL BE KEPT IN GOOD REPAIR AND MAINTAINED IN A SAFE SANITARY CONDITION.

19. THIS PLAN SUPERSEDES, IN PART, THE PLAN OF------------------------ DATED ------------------------------------- AND RECORDED ON------------------------------- IN THE RECORDER OF DEEDS IN AND FOR KENT COUNTY, STATE OF DELAWARE, PLOT BOOK -- PAGE --.

PROFESSIONAL ENGINEER CERTIFICATION:

SCOTT E. LOBDELL, PROFESSIONAL ENGINEER NO. 12260 DATE

____________________________________ (LEGAL REPRESENTATIVE) DATETOWN ENGINEER DATE

TOWN ENGINEER AND MANAGER CERTIFICATION:

I, SCOTT E. LOBDELL, P.E. HEREBY CERTIFY THE PLAN REPRESENTS A SURVEY MADE BY VAN CLEEF ENGINEERINGASSOCIATES, THAT THE ACCURACY OF THE INFORMATION SHOWN IS CORRECT TO ACCEPTABLE SURVEYINGSTANDARDS AND PRACTICES, THE MONUMENTS SHOWN AS EXISTING ARE ACCURATELY SHOWN AND THE PLANCOMPLIES WITH THE APPLICABLE ZONING AND SUBDIVISION ORDINANCES OF THE TOWN.

I, _______________________, PARTNER OF SIMONS CORNER APARTMENTS, LLC, HEREBY CERTIFY THAT THE FINALSITE PLAN WAS PREPARED AT MY DIRECTION, THE PUBLIC IMPROVEMENTS TO BE DEDICATED TO THE TOWN OFSMYRNA WILL BE DONE UPON ACCEPTANCE BY THE TOWN, AND THAT WE HAVE READ AND AGREE TO THE TERMSOF SECTION 3.06 SUNSETTING OF APPROVED PLANS OF THE SUBDIVISION ORDINANCE OF THE TOWN OF SMYRNA.

THE FINAL SITE PLAN CONFORMS TO THE APPLICABLE TOWN ZONING ANDSUBDIVISION ORDINANCES.

TOWN MANAGER DATE

17.

16.

PROPOSED: -

PROPOSED: 0

7. DATUM:

9. GROSS ACREAGE (LOT 2):

HORIZ. -

BENCHMARK8.VERT. -

DELAWARE STATE PLANE COORDINATE GRID SYSTEMNAVD 88

NUMBER OF PROPOSED DWELLING UNITS:

14.17 Ac. (617,362.22 S.F.)

270

10.SITE COVERAGE BREAKDOWN

11. PROPOSED LAND USE: APARTMENTS

12.

PURPOSE OF PLAN:13.

AREA REGULATIONS:14. ZONE: SCZ

-

H

Y D

H

Y D

6. SITE ADDRESS: 1099 S. CARTER ROADSMYRNA, DE 19977

14.17 Ac. (617,362.22 S.F.)

- Ac. (- S.F.)

TOTAL AREA:6.58 Ac. (286,698.25 S.F.)PAVING/IMPERVIOUS COVERAGE:2.47Ac. (107,527.39 S.F.)BUILDING COVERAGE:5.12 Ac. (223,136.58 S.F.)OPEN AREAS:

PARKING REQUIREMENTS:15.APARTMENTS PARKING REQUIRED - 1.5 SPACES PER 1 BED APARTMENT

2 SPACES PER 2-3 BED APARTMENT 1 BED UNITS = 60 UNITS X 1.5 = 90 PARKING SPACES REQUIRED 2-3 BED UNITS = 210 UNITS X 2 = 420 PARKING SPACES REQUIRED TOTAL PARKING REQUIRED = 510 SPACES PARKING PROVIDED - 564 SPACES INCLUDING 20 H.C. SPACES

ON STREET PARKING - 143 SPACESOFF STREET PARKING - 421 SPACESGARAGE SPACES - 30 SPACES (NOT INCLUDED IN PARKING COUNT)

SANITARY SEWER FLOW DATA18.

MINIMUM LOT SIZE:MINIMUM LOT WIDTH: 50 FT.

FRONT YARD SETBACK: 5 FT. (MIN) 15 FT. (MAX)SIDE YARD SETBACK: 0 FT

NONE

REAR YARD SETBACK: 0 FT.

> 50 FT.

> 5 FT.> 0 FT.

14.17 Ac.REQ'D PROVIDED

BUILDING HIGHT: 45 FT. < 45 FT.> 0 FT.

MONUMENTATION: EXISTING: 4

FIRE HYDRANTS: EXISTING: -

EXISTING STORMWATER MANAGEMENT AREA:

TOTAL = 54,352 GPD

200 GPD/UNIT = 270 UNITS X 200 = 54,000 GPD

AVG. PEAK = 4 X 54,352 GPD = 217,408 GPD

TO CONSTRUCT OF APARTMENT BUILDINGS AND ASSOCIATED SITE IMPROVEMENTS.

SITE

(302) 283-1800NEW CASTLE, DE 19720 2301 NORTH DUPONT HIGHWAYSMYRNA TWO, LLC

SITE DATA:

DEED SUMMARY:

ENGINEER/SURVEYOR:

OWNER OF RECORD:1.

H-C HIGHWAY COMMERCIAL (EXISTING)

P.B. 101 PG. 45, P.B. 109 PG. 62, P.B. 87 PG. 56

ZONING:5.

TAX MAP:4.

PLAT REFERENCE:7.

DC-17-019.00-01-75.00-00001

VAN CLEEF ENGINEERING ASSOCIATES630 CHURCHMANS ROAD, SUITE 105NEWARK, DE 19702(302) 368-3184

D.B. 2181 PG. 302, D.B. 2181 PG. 299, D.B. 646 PG. 1056.

3.

SCZ SOUTH CORRIDOR ZONE (PROPOSED)

APPLICANT:2.

(302) 425-3555WILMINGTON, DELAWARE 19807301 N. ASHVIEW LANESIMONS CORNER APARTMENTS, LLC

MINIMUM LOT DEPTH: 100 FT. >100 FT.

0.1 GPD/S.F. = 3,520 X 0.1 = 352 GPD

AutoCAD SHX Text

LOADING

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

BUS

AutoCAD SHX Text

STOP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

GROCERY STORE

AutoCAD SHX Text

T

AutoCAD SHX Text

P

AutoCAD SHX Text

LANE

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

PROPOSED RETAIL BUILDING

AutoCAD SHX Text


AutoCAD SHX Text

PLAN NOTATION

EXISTING PROPERTY LINE

PROPOSED CURB

PROPOSED PAVEMENTCROSS SECTION

PROPOSED SIDEWALK

EXISTING CURB

PROPOSED CENTER LINE

EXISTING LINE STRIPING

PROPOSED LINE STRIPING

BUILDING SETBACK LINE

PROPOSED BUILDING

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING INLET

PROPOSED INLET

EXISTING STORM PIPE

PROPOSED STORM PIPE

EXISTING DRAINAGE M.H.

PROPOSED F.E.S.

SOIL BORING LOCATIONS

EXISTING SANITARY M.H.

EXISTING SANITARY SEWER

EXISTING SAN. FORCEMAIN

PROPOSED SANITARY SEWER

PROPOSED SANITARY M.H.

SOIL TYPE BOUNDARY LINE

PROPOSED PROPERTY LINE

EXISTING CENTER LINE

PROPOSED RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

MONUMENT/PIPE FOUND

MONUMENT TO BE SET

EXISTING WATER MAIN

PROPOSED WATER MAIN

EXISTING GAS MAIN

PROPOSED GAS MAIN

EX./PROP. FIRE HYDRANT

EX./PROP. GATE VALVE

EX. EDGE OF PAVEMENT

66

66

LEGEND

PROPOSED DRAINAGE M.H.

14 14


(12) 2br, (6) 1 bdr & (6) 3br

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 24 U

NITS)

12

11

13

11

26

20

14

13

10

13

10

6

18

8

16

10

8

(12) 2br, (6) 1 bdr & (6) 3br

18

10

20

6

210

8

10

18 18

24

241

113


19

9

29

11

7

5 CA

R GA

RAGE

BU

ILDI

NG


G

8

4

17

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

8

7 8 8

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

OFFICE / M

AIL /M

EETING SPACE

(2 STORIES)(44' x 80')

(3,520 S.F.)

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr


(12) 2br, (6) 1 bdr & (6) 3br


(18 units)

10

8

5

7

(12) 2br & (6) 1 bdr





ZONE: R3


ZONE: R1



PARCEL No. D

C-17-19.10-02-33.00



07

PLAT BOOK: 1

4 PAGE: 53

ZONE: R1



LOT 12.2152 Ac. ±

S 76°47'54" W 3.96'

S 89

°19'

49" W

273

.99'

S 22°35'19" W 235.11'

S 22°44'12" W 230.10'

S 22°43'46" W 247.77'

S 22°41'40" W 377.19'

S 61°

54'50

" E 8

3.44'

S 61°

49'43

" E 1

55.52

'

S 61°

49'02

" E 1

67.96

'

N 7

6°35

'59"

E 4

81.2

6'

N 13°24'01" W 836.92'

R=25.00'L=39.28'

∆=90°00'54"CH=35.36'

N 31°35'59" E

N 7

6°35

'59"

E 7

7.43

'

N 51°40'27" ECH=84.29'

L=87.01'R=100.00'

∆=49°51'08"

N 26°44'54" E 37.26'

N 63°1

5'06"

W

60.00

'

N 13°45'33" WCH=77.95'L=84.84'R=60.00'

∆=81°01'13" R=165.00'L=56.28'∆=19°32'38"CH=56.01'N 44°29'49" W

CMFND

CMFND

CMFND

CMFND

18' 24' 18' 9'

18' 24' 18' 18' 24' 18'5'

18'9'

24'

24'18' 9'

20'

9' 11'11'7'

7'

20' 7'24'

20'

7'

5' 5' 5' 5' 5'

5'

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ADING ZO

NE

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ELOADING ZONELOADING ZONE 20' 7'

24'

20'

7'

18' 24' 18' 18' 24' 18' 18' 24' 18' 18' 24' 18'

18'9'

24'

7'

24'

18' 24'

18' 24' 18'24'

24'

18'18'

18' 9'

10'

22'22'

10'

5'5'

5'

5'

5'

5'

5'

9' 11'11'

7'

20'

78.23'

21.14'

18'9'

12.88'

68.21

'

5'

20'

7'

5'

PROPOSED

LAWN

DOG

PARK


POCKET PARK940 S.F.

PROPOSEDSQUARE


SQUARE

PROPOSEDTOT LOT

PROPOSED

LAWN

DRAWN BY:

SCALE:

PROJECT:

DATE:

TITLE

DESIGNED BY:

SHEET NUMBER

FOR

SITUATED IN


PLAN NOTES

CHECKED BY:

MISS UTILITYOF





R

SITE PLAN



PARCEL ID # DC-17-019.00-01-75.00 LOT 2

2001KENT

4/14/2020

AS NOTED

PP2

SCOTT E. LOBDELLBY:


DATE

PRELIMINARYPLAN


S.E.L.

E.P.C.

S.E.L.

- -1

NO. REVISION DATE




PHONE (302) 368-3184 FAX (302) 368-7195


WATER / WASTEWATER

LAND SURVEYING




BRIDGE DESIGN

HIGHWAY DESIGN




1 inch = ft.( IN FEET )

GRAPHIC SCALE050 50 100

50

20025

AutoCAD SHX Text

D

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D

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S

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S

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D

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Y

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H

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WV

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D

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Y

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WV

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EXISTING POND

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EXISTING

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GROCERY STORE

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PLAN NOTATION

14 14


(12) 2br, (6) 1 bdr & (6) 3br

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 24 U

NITS)

12

11

13

11

26

20

14

13

10

13

10

6

18

8

16

10

8

(12) 2br, (6) 1 bdr & (6) 3br

18

10

20

6

210

8

10

18 18

24

241

113


19

9

29

11

7

5 CA

R GA

RAGE

BU

ILDI

NG


G

8

4

17

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

5 CA

R GA

RAGE

BU

ILDI

NG


G

10

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

PRO

POSE

DAP

ARTM

ENT

BUIL

DIN

G(3

STO

RIES

- 24

UN

ITS)

(12)

2br

, (6)

1 b

dr &

(6) 3

br

8

7 8 8

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

OFFICE / M

AIL /M

EETING SPACE

(2 STORIES)(44' x 80')

(3,520 S.F.)

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr

PROPO

SEDAPARTM

ENT BU

ILDING

(3 STORIES - 36 U

NITS)

(24) 2bdr, (6) 1 bdr & (6) 3bdr


(12) 2br, (6) 1 bdr & (6) 3br


(18 units)

10

8

5

7

(12) 2br & (6) 1 bdr





ZONE: R3


ZONE: R1



PARCEL No. D

C-17-19.10-02-33.00



07

PLAT BOOK: 1

4 PAGE: 53

ZONE: R1



LOT 12.2152 Ac. ±

S 76°47'54" W 3.96'

S 89

°19'

49" W

273

.99'

S 22°35'19" W 235.11'

S 22°44'12" W 230.10'

S 22°43'46" W 247.77'

S 22°41'40" W 377.19'

S 61°

54'50

" E 8

3.44'

S 61°

49'43

" E 1

55.52

'

S 61°

49'02

" E 1

67.96

'

N 7

6°35

'59"

E 4

81.2

6'

N 13°24'01" W 836.92'

R=25.00'L=39.28'

∆=90°00'54"CH=35.36'

N 31°35'59" E

N 7

6°35

'59"

E 7

7.43

'

N 51°40'27" ECH=84.29'

L=87.01'R=100.00'

∆=49°51'08"

N 26°44'54" E 37.26'

N 63°1

5'06"

W

60.00

'

N 13°45'33" WCH=77.95'L=84.84'R=60.00'

∆=81°01'13" R=165.00'L=56.28'∆=19°32'38"CH=56.01'N 44°29'49" W

CMFND

CMFND

CMFND

CMFND

18' 24' 18' 9'

18' 24' 18' 18' 24' 18'5'

18'9'

24'

24'18' 9'

20'

9' 11'11'7'

7'

20' 7'24'

20'

7'

5' 5' 5' 5' 5'

5'

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E

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ELO

ADING ZO

NE

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E

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E

LOADIN

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ELOADING ZONELOADING ZONE 20' 7'

24'

20'

7'

18' 24' 18' 18' 24' 18' 18' 24' 18' 18' 24' 18'

18'9'

24'

7'

24'

18' 24'

18' 24' 18'24'

24'

18'18'

18' 9'

10'

22'22'

10'

5'5'

5'

5'

5'

5'

5'

9' 11'11'

7'

20'

78.23'

21.14'

18'9'

12.88'

68.21

'

GT

PA

PA PA

GT PA

PA

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QR

QR

QR

GT

QR

QR

QR

QR

QR

QR

QR

QR

QR

AR

ZS

GTPA

GT

GT

PA

GT

PA

PA

GT

PA PA

5'

20'

7'

5'

GT

GT

PAPAPA

PA PA

QR

AR

PAGT

PA

GT

PA

GT PA GT

AR

AR

AR

ARAR

AR

QR

QR

AR

PA

QR

ZS

ZS GT GT ZS ZS ZS GT GT ZS ZS

ZS

ZS

GT

GT

ZS

ZS

ZS ZS ZS GT GT GT GT GT ZS ZS ZS ZS

ZS ZS ZS

AR

QR

CF

PS

CF

CF

CF

PS

PS

PS

PS

PS

PS

PS

PA

PA

PA

PA

PA

PA

PA

ZS

ZS

ZS

ZS

ZS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PROPOSED

LAWN

QR

AR

PA

PA

PA

PA

PA

PA

PA

PA

PA

GT

GT

GT

GT

GT

AR

AR

AR

QRQR

QR

QR

QR

AR

GT

GT

GTGT

AR

QR

QR

QR

AR

AR

QR

QR

AR

ARAR

AR

DOG

PARK


POCKET PARK940 S.F.

CF

CF

PROPOSEDSQUARE


SQUARE

PROPOSEDTOT LOT

PROPOSED

LAWN

DRAWN BY:

SCALE:

PROJECT:

DATE:

TITLE

DESIGNED BY:

SHEET NUMBER

FOR

SITUATED IN


PLAN NOTES

CHECKED BY:

MISS UTILITYOF





R

LANDSCAPE PLAN



PARCEL ID # DC-17-019.00-01-75.00 LOT 2

2001KENT

4/14/2020

AS NOTED

PP3

SCOTT E. LOBDELLBY:


DATE

PRELIMINARYPLAN


S.E.L.

E.P.C.

S.E.L.

- -1

NO. REVISION DATE




PHONE (302) 368-3184 FAX (302) 368-7195


WATER / WASTEWATER

LAND SURVEYING




BRIDGE DESIGN

HIGHWAY DESIGN




1 inch = ft.( IN FEET )

GRAPHIC SCALE050 50 100

50

20025

KEY BIOLOGICAL NAME COMMOM NAME SIZE AT TIME OFPLANTING QUANTITY

PLANTING SCHEDULE:

AR Acer rubrum 'Red Sunset' Red Sunset Maple 222-2.5" Cal.B&B Heavy

34

PA Platanus x acerifolia 'Liberty' London plane tree 37

6

2-2.5" Cal.B&B Heavy

2-2.5" Cal.B&B Heavy

2"-2.5" Cal.B&B Heavy

552"-2.5" Cal.B&B Heavy

Flowering Dogwood

Northern Red Oak 292-2.5" Cal.B&B Heavy

Japanese Zelkova 272-2.5" Cal.B&B Heavy

LEGEND

GENERAL PLANTING NOTES:

PROPOSED SHRUB

PROPOSED EVERGREEN TREE

PROPOSED ACCENT TREE

PROPOSED SHADE TREE

1. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTERINSTALLATION (FULL COST). ALL STAKES AND GUYS SHALL BE REMOVED FROM TREESAND SITE AT THE END OF THE GUARANTEE PERIOD.

2. THE APPLICANT IS EXPECTED TO MAINTAIN PLANTINGS INCLUDING WATERING ALLPLANTS ANYTIME FROM APRIL 1ST. TO DECEMBER 1ST., WHEN NATURAL RAINFALL ISLESS THEN 1" PER WEEK.

3. NO TREE SHALL BE PLANTED CLOSER THAN TEN FEET (10') FROM ANY FIRE HYDRANT.

4. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUMSHALL BE PLANTED UNDER POWER LINES. NO TREES SHALL BE PLANTED WITHIN TENFEET (10') OF UNDERGROUND UTILITIES.

5. THE PURPOSE OF THIS PLAN IS TO MEET THE REQUIREMENTS OF TOWN OF SMYRNALANDSCAPE ORDINANCE. THE PLAN DOES NOT INCLUDE SPECIFICATIONS FORDRAINAGE, SOIL PREPARATION AND PLANT QUALITY WHICH ARE NECESSARY TOENSURE SUCCESSFUL INSTALLATION. WITHOUT THESE SPECIFICATIONS THE LANDSCAPEARCHITECT SHALL NOT BE RESPONSIBLE FOR THE RESULT OF IMPLEMENTING THISPLAN. THE DEVELOPER OR OWNER IS ADVISED TO CONTACT THE LANDSCAPEARCHITECT CONCERNING THESE MATTERS.

LANDSCAPE REQUIREMENTS:SITE REQUIREMENT: 1 ( > 2" CAL.) TREES PER 3,000 S.F. OF LOT AREA(617,362.22/3,000) = 206 TREES REQUIREDEXISTING TREES ( > 2" CAL.) - 0PROPOSED TREES ( > 2" CAL.) - 206 TREESTOTAL EXISTING AND PROPOSED TREES ( > 2" CAL.) - 210 TREES

PARKING ISLANDS: 1 TREE PER 160 S.F. OF INTERIOR ISLAND AREAPROPOSED ISLAND AREA: (9'X18')=162 X 60 ISLANDS = 9720 S.F.REQUIRED PARKING ISLAND TREES: (9720 S.F./160) = 60 TREES REQUIREDPARKING ISLAND TREES PROVIDED: 60 TREES PROVIDED

TOTAL TREES REQUIRED = 206 TREES TREES PROVIDED = 210 TREES

ITS NURSERY FIELD GROWN GRADE.

6"

SCARIFY SETTING BED TO 3" DEPTH

3" HIGH MOUNDED EARTH SAUCER

SOIL MIXTURE AS SPECIFIED

FINISHED GRADE

3" MULCH

SHRUB SHALL BEAR SAME RELATIONTO FINISH GRADE AS IT DID TO

NOTE:

DRAINAGE MOUND COMPACTED TO 92%

3"

6"

18"

not to scale

SHRUB PLANTING DETAIL

REMOVE ANY WRAP USED FORTRANSPORT. DO NOT RE-WRAP ONSITE. INSTALL RIGID PLASTICPROTECTOR TUBES TO THE HEIGHTOF THE 1ST BRANCH TO PROTECTTRUNK FROM GRAZING DEER.

MAINTAINING NORMAL TREE SHAPE.

FIELD GROWN GRADE. CAREFULLY CUT AND REMOVE

FINISHED GRADE


NEVER CUT CENTRAL LEADER OR TRUNK.

AND/OR CAREFULLY CUT TOP BANDS OF WIRE BURLAP & TWINE FROM ROOT BALL,

PRUNE DAMAGED AND CONFLICTING BRANCHES

2. TREE PITS SHALL BE A MINIMUM OF 2' WIDER THAN

AND A MINIMUM OF 4' WIDER FOR TREES OVER 5" CAL.

1. ALL TREE PITS SHALL PERCOLATE. TEST EACH PITNOTES:

DO NOT PRUNE TREE AT PLANTING EXCEPT TO

BASKET FROM ROOT BALL.

NORTH IN THE FIELD.

PRIOR TO PLANTING.

3" THICK MULCHDO NOT PLACE MULCH INCONTACT WITH TREE TRUNK.

UNDISTURBED SUBGRADE

DRAINAGE MOUND OF UNDISTURBED SUBGRADE.

(SEE NOTE ABOVE).

MINIMUM COMPACTION 95%. TAMP SOIL SOLIDLY AROUND

DIG A WIDE SHALLOW HOLE WITH TAPERED SIDES.

BASE OF ROOT BALL.

not to scalePLANTING DETAIL DECIDUOUS TREES < 4.0" CAL.

PLANTING PIT WITH SOIL MIX AS SPECIFIED.

RELATIONSHIP TO FINISH GRADE AS IT DID TO ITS NURSERY AND

SCARIFY BOTTOM OF PLANTING PIT TO ENSURE POROSITY.

AFTER SETTLEMENT TREE SHALL BE PLUMB AND BEAR SAME

SET ROOT BALL FLUSH TO GRADE . IN POORLY DRAINING

ROOT BALL FOR TREES SMALLER OR EQUAL TO 5" CAL.,

SOILS, SET ROOT BALL SEVERAL INCHES HIGHER THAN GRADE.

SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE 3. DO NOT STAKE TREE OR WRAP TRUNK. MARK THE NORTH

REMOVE WIRE BASKET BEFORE PLANTING, AS PER CITY OF TRENTONAROUND TREE TRUNK.USE GCS ORIGINAL TREESTRAP, GCS, INC. (215) 661-9071

NOTES:

NORTH IN THE FIELD.

PRIOR TO PLANTING.1. ALL TREE PITS SHALL PERCOLATE. TEST EACH PIT

SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE

ROOT BALL FOR TREES SMALLER OR EQUAL TO 5" CAL.,

3. DO NOT WRAP TREE TRUNK. MARK THE NORTH


2. TREE PITS SHALL BE A MINIMUM OF 2' WIDER THAN

3" MULCH MATERIAL

GUY WIRE AFTER 6 MONTHS.


BASE OF ROOT BALL.

SCARIFY BOTTOM OF PLANTING PIT AS SPECIFIED TOENSURE POROSITY (SEE NOTE ABOVE).DRAINAGE MOUND OF UNDISTURBED SUBGRADE,

BACKFILL WITH PLANTING SOIL AS SPECIFIED

AROUND ROOT BALL AS SHOWN IN PLAN VIEW ABOVE.

PLAN VIEW THIS SHEET. REMOVE STAKES AND 12" FROM ROOT BALL AND SPACED AS SHOWN INSUBGRADE; 3 PER TREE. STAKES SHALL BE MIN.CEDAR STAKES - INSTALL MIN. 1'-0" INTO FIRM

INSTALL THREE GUYS PER TREE, EQUALLY SPACED3 - #12 GAUGE GALVANIZED GUY WIRE AS SPECIFIED.

MINIMUM COMPACTION 95%. TAMP SOIL SOLIDLY AROUND

SOILS, SET ROOT BALL SEVERAL INCHES HIGHER THAN GRADE.

RELATIONSHIP TO FINISH GRADE AS IT DID TO ITS NURSERY AND AFTER SETTLEMENT TREE SHALL BE PLUMB AND BEAR SAME

FIELD GROWN GRADE. CAREFULLY CUT AND REMOVEBURLAP & TWINE FROM ROOT BALL,AND/OR CAREFULLY CUT TOP BANDS OF WIRE BASKET FROM ROOT BALL.

SET ROOT BALL FLUSH TO GRADE . IN POORLY DRAINING

PLAN VIEW

ROOT BALL

(3) STAKES OR GUYS EVENLY SPACED

TREE TRUNK

TREE PIT


not to scale

EVERGREEN TREE PLANTING DETAIL

X X X X PROPOSED CHAINLINK FENCE

GT Gleditsia triacanthos 'Shademaster' Shademaster Honeylocust

CF Cornus Florida

PS Prunus serrulata Oriental Flowering Cherry

QR Quercus rubra

ZS Zelkova serrata

NOTE: In the event that there is a discrepancy between the quantity of plant meterals on the plan drawling and the quantity in the plant list, the quanity of plant material on the plan drawing shall govern.

NOTES:

PRIOR TO PLANTING.

BASE OF ROOT BALL.

FINISHED GRADE3" THICKMULCH


1. ALL TREE PITS SHALL PERCOLATE. TEST EACH PIT

2. TREE PITS SHALL BE A MINIMUM OF 2' WIDER THAN ROOT BALL FOR TREES SMALLER OR EQUAL TO 5" CAL.,

MAINTAINING NORMAL TREE SHAPE.


DRAINAGE MOUND OF UNDISTURBED SUBGRADE. MINIMUM COMPACTION 95%. TAMP SOIL SOLIDLY AROUND

PLANTING PIT WITH SOIL MIX AS SPECIFIED. DIG A WIDE SHALLOW HOLE WITH TAPERED SIDES.

SOILS, SET ROOT BALL SEVERAL INCHES HIGHER THAN GRADE.SET ROOT BALL FLUSH TO GRADE . IN POORLY DRAINING

BURLAP & TWINE FROM TOP 1/3 OF ROOT BALL,AND/OR CAREFULLY CUT TOP BANDS OF WIRE

AFTER SETTLEMENT TREE SHALL BE PLUMB AND BEAR SAME

FIELD GROWN GRADE. CAREFULLY CUT AND REMOVERELATIONSHIP TO FINISH GRADE AS IT DID TO ITS NURSERY AND

BASKET FROM ROOT BALL.

NEVER CUT CENTRAL LEADER OR TRUNK.

DO NOT PRUNE TREE AT PLANTING EXCEPT TO PRUNE DAMAGED AND CONFLICTING BRANCHES


(SEE NOTE ABOVE).

not to scale

MULTI-TRUNK TREE PLANTING DETAIL

SCARIFY BOTTOM OF PLANTING PIT TO ENSURE POROSITY.

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EXISTING POND

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EXISTING

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GROCERY STORE

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PLAN NOTATION

Documents

for SIMONS CORNER APARTMENTS · 2020. 5. 26. · proposed apartment building (3 stories - 24 units) proposed. 12 11 13 11 26 20 14 13 10 13 10. 6. 18 8 16. n/f christina liborio,