for simons corner apartments · 2020. 5. 26. · proposed apartment building (3 stories - 24 units)...
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![Page 1: 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,](https://reader036.vdocument.in/reader036/viewer/2022071411/6105ff911f17d52d594b8344/html5/thumbnails/1.jpg)
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
5 CAR GARAGE BUILDIN
G
10
5 CA
R GA
RAGE
BU
ILDI
NG
5 CAR GARAGE BUILDIN
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
PROPOSEDAPARTMENT BUILDING(3 STORIES - 24 UNITS)
(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
DEED BOOK: 436 PAGE: 162ZONE: R1
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
DEED BOOK: 2181 PAGE: 302PLAT BOOK: 101 PAGE: 45
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
SIMONS CORNER APARTMENTS
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
![Page 2: 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,](https://reader036.vdocument.in/reader036/viewer/2022071411/6105ff911f17d52d594b8344/html5/thumbnails/2.jpg)
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
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
5 CAR GARAGE BUILDIN
G
10
5 CA
R GA
RAGE
BU
ILDI
NG
5 CAR GARAGE BUILDIN
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
PROPOSEDAPARTMENT BUILDING(3 STORIES - 24 UNITS)
(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
DEED BOOK: 436 PAGE: 162ZONE: R1
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
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
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 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
SITE PLAN
SIMONS CORNER APARTMENTS, LLC
SIMONS CORNER APARTMENTS
PARCEL ID # DC-17-019.00-01-75.00 LOT 2
2001KENT
4/14/2020
AS NOTED
PP2
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
1 inch = ft.( IN FEET )
GRAPHIC SCALE050 50 100
50
20025
![Page 3: 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,](https://reader036.vdocument.in/reader036/viewer/2022071411/6105ff911f17d52d594b8344/html5/thumbnails/3.jpg)
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
5 CAR GARAGE BUILDIN
G
10
5 CA
R GA
RAGE
BU
ILDI
NG
5 CAR GARAGE BUILDIN
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
PROPOSEDAPARTMENT BUILDING(3 STORIES - 24 UNITS)
(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
DEED BOOK: 436 PAGE: 162ZONE: R1
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
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
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
QRQR
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 PARK1,000 S.F.
POCKET PARK940 S.F.
CF
CF
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
LANDSCAPE PLAN
SIMONS CORNER APARTMENTS, LLC
SIMONS CORNER APARTMENTS
PARCEL ID # DC-17-019.00-01-75.00 LOT 2
2001KENT
4/14/2020
AS NOTED
PP3
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
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
3" HIGH MOUNDED EARTH SAUCER
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
AND A MINIMUM OF 4' WIDER FOR TREES OVER 5" CAL.
2. TREE PITS SHALL BE A MINIMUM OF 2' WIDER THAN
3" MULCH MATERIAL
GUY WIRE AFTER 6 MONTHS.
3" HIGH MOUNDED EARTH SAUCER
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
UNDISTURBED SUBGRADE
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
AND A MINIMUM OF 4' WIDER FOR TREES OVER 5" CAL.
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.
2" HIGH MOUNDED EARTH SAUCER
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
UNDISTURBED SUBGRADE
(SEE NOTE ABOVE).
not to scale
MULTI-TRUNK TREE PLANTING DETAIL
SCARIFY BOTTOM OF PLANTING PIT TO ENSURE POROSITY.