PRELIMINARY AND FINAL LAND DEVELOPMENT PLANS FOR … · 2020. 1. 10. · preliminary and final land...
3
DRAWING LIST SHEET NUMBER DRAWING NUMBER DRAWING TITLE LAST REVISED DATE 1 C0.0 COVER SHEET 11/11/2019 2 C0.1 EXISTING RESOURCES AND SITE ANALYSIS MAP AND DEMOLITION PLAN 11/11/2019 3 C0.2 AERIAL MAP 11/11/2019 4 C1.0 RECORD SITE PLAN 11/11/2019 5 C1.1 SITE CONSTRUCTION DETAILS 11/11/2019 6 C2.0 GRADING PLAN 11/11/2019 7 C3.0 DRAINAGE AND UTILITY PLAN 11/11/2019 8 C3.1 DRAINAGE AND UTILITY DETAILS 11/11/2019 9 C3.2 DRAINAGE AND UTILITY DETAILS 11/11/2019 10 C5.0 ROADWAY AND UTILITY PROFILES 11/11/2019 11 C6.0 EROSION AND SEDIMENT CONTROL PLAN 11/11/2019 12 C6.1 EROSION AND SEDIMENT CONTROL DETAILS 11/11/2019 13 C6.2 EROSION AND SEDIMENT CONTROL DETAILS 11/11/2019 14 C6.3 POST CONSTRUCTION STORMWATER MANAGEMENT PLAN 11/11/2019 15 C6.4 POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS 11/11/2019 16 C7.0 LANDSCAPE PLAN 11/11/2019 17 C7.1 LANDSCAPE AND DETAILS 11/11/2019 SHEET HOLMES CUNNINGHAM LLC 350 EAST BUTLER AVENUE SUITE 106 NEW BRITAIN, PA 18901 (215) 586-3330 1 OF 17 MARRAZZO PROPERTY PRELIMINARY AND FINAL LAND DEVELOPMENT PLANS FOR AREA MAP SITE LOCATION MAP PREPARED BY: DELUCA HOMES 370 EAST MAPLE AVE, SUITE 101 LANGHORNE, PA 19047 (267) 756-1550 APPLICANT & EQUITABLE OWNER: DRAWING # C0.0 SCALE: 1"=800' SCALE: 1"=100' PROJECT # 1434 DATE: 11/11/2019 ZONING MAP NOT TO SCALE T.M.P,# 20-050-001-001 1301 Yardley Morrisville Road Lower Makefield Township, Bucks County, PA LOWER MAKEFIELD TOWNSHIP 1100 EDGEWOOD ROAD YARDLEY, PA 19067 PHONE: (267) 274-1100 TOWNSHIP MANAGER KURT M. FERGUSON 1100 EDGEWOOD ROAD YARDLEY, PA 19067 PHONE: (267) 274-1100 LOWER MAKEFIELD TOWNSHIP DIRECTOR OF PLANNING AND ZONING JAMES MAJEWSKI, PE PP CFM 1100 EDGEWOOD STREET YARDLEY, PA 19067 PHONE: (267) 274-1123 TOWNSHIP ENGINEER REMINGTON & VERNICK ENGINEER 922 FAYETTE STREET CONSHOHOCKEN, PA 19428 PHONE: (610) 940-1050 TOWNSHIP SOLICITOR DAVID J. TRUELOVE, ESQ. HILL WALLACK LLP 777 TOWNSHIP LINE ROAD, SUITE 250 YARDLEY, PA 19067 PHONE: 215-579--7700 TRAFFIC ENGINEER TRAFFIC PLANNING AND DESIGN, INC. 2003 LOWER STATE ROAD, SUITE 122 DOYLESTOWN, PA 18901 PHONE: 215-622-2525 SEWER ENGINEER EBERT ENGINEERING, INC. 4092 SKIPPACK PIKE, SUITE 202 SKIPPACK, PA 19474 PHONE: 610-584-6701 BUCKS COUNTY PLANNING COMMISSION THE ALMSHOUSE NESHAMINY MANOR CENTER 1260 ALMSHOUSE ROAD DOYLESTOWN, PA 18901 215-345-3400 BUCKS COUNTY CONSERVATION DISTRICT 1456 FERRY ROAD, SUITE 704 DOYLESTOWN, PA 18901 PHONE: 215-345-7577 CONTACTS
Transcript of PRELIMINARY AND FINAL LAND DEVELOPMENT PLANS FOR … · 2020. 1. 10. · preliminary and final land...
DRAWING LISTSHEET
NUMBER
DRAWING
NUMBER
DRAWING TITLE
LAST REVISED
DATE
1 C0.0 COVER SHEET 11/11/2019
2 C0.1
EXISTING RESOURCES AND SITE ANALYSIS MAP AND
DEMOLITION PLAN
11/11/2019
3 C0.2 AERIAL MAP 11/11/2019
4 C1.0 RECORD SITE PLAN 11/11/2019
5 C1.1 SITE CONSTRUCTION DETAILS 11/11/2019
6 C2.0 GRADING PLAN 11/11/2019
7 C3.0 DRAINAGE AND UTILITY PLAN 11/11/2019
8 C3.1 DRAINAGE AND UTILITY DETAILS 11/11/2019
9 C3.2 DRAINAGE AND UTILITY DETAILS 11/11/2019
10 C5.0 ROADWAY AND UTILITY PROFILES 11/11/2019
11 C6.0 EROSION AND SEDIMENT CONTROL PLAN 11/11/2019
12 C6.1 EROSION AND SEDIMENT CONTROL DETAILS 11/11/2019
13 C6.2 EROSION AND SEDIMENT CONTROL DETAILS 11/11/2019
14 C6.3 POST CONSTRUCTION STORMWATER MANAGEMENT PLAN 11/11/2019
15 C6.4 POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS 11/11/2019
16 C7.0 LANDSCAPE PLAN 11/11/2019
17 C7.1 LANDSCAPE AND DETAILS 11/11/2019
SHEET
HOLMES CUNNINGHAM LLC350 EAST BUTLER AVENUESUITE 106NEW BRITAIN, PA 18901(215) 586-3330
1 OF 17
MARRAZZO PROPERTYPRELIMINARY AND FINAL LAND DEVELOPMENT PLANS FOR
AREA MAPSITE LOCATION MAP
PREPARED BY:
DELUCA HOMES370 EAST MAPLE AVE, SUITE 101LANGHORNE, PA 19047(267) 756-1550
APPLICANT & EQUITABLE OWNER:
DRAWING # C0.0
SCALE: 1"=800'
SCALE: 1"=100'
PROJECT # 1434
DATE: 11/11/2019
ZONING MAPNOT TO SCALE
T.M.P,# 20-050-001-0011301 Yardley Morrisville Road
Lower Makefield Township, Bucks County, PA
LOWER MAKEFIELD TOWNSHIP1100 EDGEWOOD ROADYARDLEY, PA 19067PHONE: (267) 274-1100
TOWNSHIP MANAGERKURT M. FERGUSON1100 EDGEWOOD ROADYARDLEY, PA 19067PHONE: (267) 274-1100
LOWER MAKEFIELD TOWNSHIP DIRECTOROF PLANNING AND ZONINGJAMES MAJEWSKI, PE PP CFM1100 EDGEWOOD STREETYARDLEY, PA 19067PHONE: (267) 274-1123
TOWNSHIP ENGINEERREMINGTON & VERNICK ENGINEER922 FAYETTE STREETCONSHOHOCKEN, PA 19428PHONE: (610) 940-1050
TOWNSHIP SOLICITORDAVID J. TRUELOVE, ESQ.HILL WALLACK LLP777 TOWNSHIP LINE ROAD, SUITE 250YARDLEY, PA 19067PHONE: 215-579--7700
TRAFFIC ENGINEERTRAFFIC PLANNING AND DESIGN, INC.2003 LOWER STATE ROAD, SUITE 122DOYLESTOWN, PA 18901PHONE: 215-622-2525
SEWER ENGINEEREBERT ENGINEERING, INC.4092 SKIPPACK PIKE, SUITE 202SKIPPACK, PA 19474PHONE: 610-584-6701
BUCKS COUNTY PLANNING COMMISSIONTHE ALMSHOUSE NESHAMINY MANOR CENTER1260 ALMSHOUSE ROADDOYLESTOWN, PA 18901215-345-3400
BUCKS COUNTY CONSERVATIONDISTRICT1456 FERRY ROAD, SUITE 704DOYLESTOWN, PA 18901PHONE: 215-345-7577
CONTACTS
AutoCAD SHX Text
SITE
AutoCAD SHX Text
SITE
AutoCAD SHX Text
YARDLEY MORRISVILLE ROAD
AutoCAD SHX Text
PINE GROVE ROAD
AutoCAD SHX Text
SUTPHIN ROAD
AutoCAD SHX Text
SITE
AutoCAD SHX Text
ACT 187 AS AMENDED
AutoCAD SHX Text
1-800-242-1776
AutoCAD SHX Text
Pennsylvania One Call System, Inc.
AutoCAD SHX Text
CALL BEFORE YOU DIG !!
AutoCAD SHX Text
1-800-242-1776
AutoCAD SHX Text
P
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
L
AutoCAD SHX Text
V
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
,
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
C
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
-
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
Y
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
D
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
!
AutoCAD SHX Text
UTILITY LOCATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS LOCATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS LOCATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS AS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS AS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS SHOWN ON THIS PLAN ARE APPROXIMATE AND IT IS ON THIS PLAN ARE APPROXIMATE AND IT IS ON THIS PLAN ARE APPROXIMATE AND IT IS THIS PLAN ARE APPROXIMATE AND IT IS THIS PLAN ARE APPROXIMATE AND IT IS PLAN ARE APPROXIMATE AND IT IS PLAN ARE APPROXIMATE AND IT IS ARE APPROXIMATE AND IT IS ARE APPROXIMATE AND IT IS APPROXIMATE AND IT IS APPROXIMATE AND IT IS AND IT IS AND IT IS IT IS IT IS IS IS THE RESPONSIBILITY OF THE CONTRACTOR, PER PA. ACT 187 TO CONTACT RESPONSIBILITY OF THE CONTRACTOR, PER PA. ACT 187 TO CONTACT RESPONSIBILITY OF THE CONTRACTOR, PER PA. ACT 187 TO CONTACT OF THE CONTRACTOR, PER PA. ACT 187 TO CONTACT OF THE CONTRACTOR, PER PA. ACT 187 TO CONTACT THE CONTRACTOR, PER PA. ACT 187 TO CONTACT THE CONTRACTOR, PER PA. ACT 187 TO CONTACT CONTRACTOR, PER PA. ACT 187 TO CONTACT CONTRACTOR, PER PA. ACT 187 TO CONTACT PER PA. ACT 187 TO CONTACT PER PA. ACT 187 TO CONTACT PA. ACT 187 TO CONTACT PA. ACT 187 TO CONTACT ACT 187 TO CONTACT ACT 187 TO CONTACT 187 TO CONTACT 187 TO CONTACT TO CONTACT TO CONTACT CONTACT CONTACT THE UTILITY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY UTILITY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY UTILITY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY UTILITY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY COMPANIES FOR MORE ACCURATE LOCATION PRIOR TO ANY FOR MORE ACCURATE LOCATION PRIOR TO ANY FOR MORE ACCURATE LOCATION PRIOR TO ANY MORE ACCURATE LOCATION PRIOR TO ANY MORE ACCURATE LOCATION PRIOR TO ANY ACCURATE LOCATION PRIOR TO ANY ACCURATE LOCATION PRIOR TO ANY LOCATION PRIOR TO ANY LOCATION PRIOR TO ANY PRIOR TO ANY PRIOR TO ANY TO ANY TO ANY ANY ANY EXCAVATION.
AutoCAD SHX Text
TO OBTAIN ADDITIONAL UTILITY INFORMATION OR TO ARRANGE FOR FIELD OBTAIN ADDITIONAL UTILITY INFORMATION OR TO ARRANGE FOR FIELD OBTAIN ADDITIONAL UTILITY INFORMATION OR TO ARRANGE FOR FIELD ADDITIONAL UTILITY INFORMATION OR TO ARRANGE FOR FIELD ADDITIONAL UTILITY INFORMATION OR TO ARRANGE FOR FIELD UTILITY INFORMATION OR TO ARRANGE FOR FIELD UTILITY INFORMATION OR TO ARRANGE FOR FIELD INFORMATION OR TO ARRANGE FOR FIELD INFORMATION OR TO ARRANGE FOR FIELD OR TO ARRANGE FOR FIELD OR TO ARRANGE FOR FIELD TO ARRANGE FOR FIELD TO ARRANGE FOR FIELD ARRANGE FOR FIELD ARRANGE FOR FIELD FOR FIELD FOR FIELD FIELD FIELD LOCATION OF EXISTING UTILITIES BEFORE EXCAVATION, CALL THE OF EXISTING UTILITIES BEFORE EXCAVATION, CALL THE OF EXISTING UTILITIES BEFORE EXCAVATION, CALL THE EXISTING UTILITIES BEFORE EXCAVATION, CALL THE EXISTING UTILITIES BEFORE EXCAVATION, CALL THE UTILITIES BEFORE EXCAVATION, CALL THE UTILITIES BEFORE EXCAVATION, CALL THE BEFORE EXCAVATION, CALL THE BEFORE EXCAVATION, CALL THE EXCAVATION, CALL THE EXCAVATION, CALL THE CALL THE CALL THE THE THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776. THE UTILITY ONE CALL SYSTEM AT 1-800-242-1776. THE UTILITY ONE CALL SYSTEM AT 1-800-242-1776. THE UTILITY CALL SYSTEM AT 1-800-242-1776. THE UTILITY CALL SYSTEM AT 1-800-242-1776. THE UTILITY SYSTEM AT 1-800-242-1776. THE UTILITY SYSTEM AT 1-800-242-1776. THE UTILITY AT 1-800-242-1776. THE UTILITY AT 1-800-242-1776. THE UTILITY 1-800-242-1776. THE UTILITY 1-800-242-1776. THE UTILITY THE UTILITY THE UTILITY UTILITY UTILITY COMPANIES SHOWN MAY OR MAY NOT HAVE UTILITY LINES IN THE AREA.
AutoCAD SHX Text
PENNSYLVANIA LAW REQUIRES (3) WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND (10) WORKING DAYS IN DESIGN STAGE -- STOP & CALL --
1
2
3
4
5
10
9
8
7
6
11
LEGEND
1"=3
0'
C1.0
REC
OR
D S
ITE
PLAN
1434_C1.0 Record.DWG
Drawing No.
File No.
Des
igne
d
HCE
Job
Scal
e
Dat
e
1434
11/1
1/20
19D
escr
iptio
nD
ate
REV
ISIO
NS
Hol
mes
Cun
ning
ham
LLC
350
E. B
utle
r Ave
., St
e 10
6N
ew B
ritai
n, P
A 18
901
(215
) 586
-333
0w
ww
.hce
ngin
eerin
g.ne
t1-800-242-1776
CALL BEFO
RE YO
U D
IG
!!
UTILITY
LO
CATIO
NS
AS
SH
OW
N
ON
TH
IS PLAN
ARE APPRO
XIM
ATE AN
D IT
IS
TH
E
RESPO
NSIBILITY
OF
TH
E
CO
NTRACTO
R,
PER
PA.
ACT
187
TO
CO
NTACT U
TILITY CO
MPAN
IES PRIO
R
TO
AN
Y EXCAVATIO
N.
PEN
NSYLVAN
IA LAW
REQ
UIRES
3 W
ORKIN
G D
AYS N
OTICE FO
R
CO
NSTRU
CTIO
N PH
ASE AN
D
10 W
ORKIN
G D
AYS IN
D
ESIG
N STAG
E
-- STO
P &
CALL --
Pennsylvania O
ne
Call System
, Inc.
MAR
RAZ
ZO P
RO
PER
TY
LOW
ER M
AKEF
IELD
TO
WN
SHIP
, BUC
KS C
OUN
TY, P
A
T.M
.P.#
20-
050-
001-
001
1301
YAR
DLE
Y M
OR
RIS
VILL
E R
OAD
PA P
E073
604
KRIS
TIN
R. H
OLM
ES, P
.E.
Shee
t
of
17
TPB
4
Feet
0 30 60
’
LOWER MAKEFIELD TOWNSHIP ZONING TABLE
Zone: R2 Residential Medium Density District
ITEM REQUIRED PROPOSED SECTION
Land Use:
Single Family Attached
Dwellings*
§200-20.A
Max. Density
1.2 DU/Acre 4.68 DU/Acre*
§200-21
Min. Net Lot Area34,000 SF 9,298 SF*
§200-21
Min. Lot Width 110 FT 221 FT
§200-22
Min. Lot Side Yard 15 FT 52 FT
§200-22
Min. Lot Rear Yard 50 FT 51 FT
§200-22
Max. Building Height
35 FT 35 FT
§200-22
Max. Impervious Surface Coverage
15% 51%*
§200-23
Min. Open Space40% 0%*
§200-52.C.2
Min. Front Yard adjacent to Collector Road
80 FT 63 FT*
§200-63.A
Min. Front Yard adjacent to Arterial Road
100 FT 33 FT*
§200-63.A
Min. Type I Buffer - Multifamily
25 FT 12 FT*
§200-73.C.2
Min. Type II Buffer - Reverse Frontage
50 FT 33 FT*
§200-73.C.3
* Variance granted
NATURAL RESOURCES TABLE
Cover Type
Permitted
Disturbance
Area On Site
(SF)
Proposed
Disturbance
Floodplains
0% 0.00 0.00
Steep Slopes 8-15%40% 0.00 0.00
Steep Slopes 15-25%
25% 0.00 0.00
Steep Slopes 25%+
15% 0.00 0.00
Woodlands 30% 0.00 0.00
Lakes, Ponds, Wetlands, Watercourses0% 0.00 0.00
Riparian Buffer (100 feet)
0% 0.00 0.00
PARKING CALCULATIONS
Use
RequirementQTY
Parking
Spaces
Needed
Provided
Residential (Excluding single
family detached)
2.5 per Dwelling Unit
11 28 39*
* Includes 2 dedicated spots in the driveway of each dwelling and 17 common spots
LOWER MAKEFIELD SITE CAPACITY CALCULATIONSCalculation for Base Site Area
Gross Site Area 2.880 acres
Subtract the following:
Existing area that is set aside for perm. street right-of-way or easement
0.532 acres
Land without development opportunities due to restrictions or covenants
0.000 acres
Base Site Area 2.348 acres
Calculation Land with Resouce Restrictions and Resource Protection
Resource
Min. Required Protection Ratio
Acres of Land in
Resource (Ac.)
Resource
Protection Land
(Ac.)
Floodplain
1.00 0.00 0.00
Floodplain Soil (Delaware River)
0.50 0.00 0.00
Lakes and Ponds 1.00 0.00 0.00
Wetlands 1.00 0.00 0.00
Wetlands & Watercourse Buffers 0.80 0.00 0.00
Steep Slopes 8%-15%
0.50 0.00 0.00
Steep Slopes 15%-25%
0.75 0.00 0.00
Steep Slopes 25%+
0.85 0.00 0.00
Woodlands 0.70 0.00 0.00
Land With Resource Restrictions 0.000 acres
Resource Protection Land Required
0.000 acres
Percentage of base site area classified as resource-protected land:
0.00%
Calculation for Site Capacity
Base Site Area 2.348 acres
40% Open Space
0.939 acres
Net Buildable Site Area (NBSA)= Base Site Area - Total Open Space*
2.348 acres
Max. # of Permitted Dwellings= NBSA * Max Density
2.818
Dwellings
*Variance granted to not subtract open space from these calculations
IMPERVIOUS COVERAGE TABLE
Cover Type Existing Area (SF) Proposed Area (SF)
Buildings/Porches 6,476 24,060
Walkways6,805 3,897
Walls 821 0
Emergency Access
0 32
Driveways44,043 5,915
Roadways
016,204
Curbing
148 547
Miscellaneous (Shed/Kiosk, Patios) 9,161 2,005
Future Impervious**
03,608
TOTAL IMPERVIOUS AREA67,455 56,268
GROSS LOT AREA102,308 102,308
IMPERVIOUS RATIO 62.7%* 55%
* Township records indicate that the existing impervious on the parcel was 62.7%. The actual
measured on-site impervious cover is 65.9%
**328 sf of additional impervious is allocated to each unit for future improvments
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
(3.68' OFF LINE)
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
d
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
REBAR W/
AutoCAD SHX Text
CAP SET
AutoCAD SHX Text
YARDLEY-MORRISVILLE ROAD
AutoCAD SHX Text
(S.R. 2071)
AutoCAD SHX Text
SUTPHIN ROAD
AutoCAD SHX Text
S50%%17647'15"E 374.00'
AutoCAD SHX Text
S39%%17612'45"W 325.63'
AutoCAD SHX Text
N50%%17614'23"W 329.38'
AutoCAD SHX Text
N08%%17642'39"W 156.52'
AutoCAD SHX Text
N81%%17617'22"E 80.77'
AutoCAD SHX Text
N39%%17617'25"E 112.83'
AutoCAD SHX Text
N/F DAN & CARMELA P. MARRAZZO
AutoCAD SHX Text
T.P.# 20-050-001-001
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
T.P.# 20-050-0366
AutoCAD SHX Text
T.P. 20-050-366
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
C/O MID ATLANTIC COMMUNITY CORP.
AutoCAD SHX Text
T.P. 20-043-221
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
& M.A.C.C.
AutoCAD SHX Text
T.P. 20-050-368
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
C/O MID ATLANTIC COMMUNITY CORP.
AutoCAD SHX Text
d
AutoCAD SHX Text
W.V.
AutoCAD SHX Text
W.V.
AutoCAD SHX Text
W.V.
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
R
AutoCAD SHX Text
=
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
.
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
'
AutoCAD SHX Text
A
AutoCAD SHX Text
=
AutoCAD SHX Text
4
AutoCAD SHX Text
9
AutoCAD SHX Text
.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
'
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
STOP
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
SAN.MH.
AutoCAD SHX Text
RIM 115.28
AutoCAD SHX Text
SAN.MH.
AutoCAD SHX Text
RIM 114.35
AutoCAD SHX Text
INV. 102.13(8"VCP-IN)
AutoCAD SHX Text
INV. 102.11(8"VCP-OUT)
AutoCAD SHX Text
INV. 99.95(8"VCP-IN)
AutoCAD SHX Text
INV. 99.75(8"VCP-OUT)
AutoCAD SHX Text
MONUMENT SIGN
AutoCAD SHX Text
TRASH TRUCK TURNAROUND (GRASS PAVERS
AutoCAD SHX Text
25' CLEAR SIGHT TRIANGLE
AutoCAD SHX Text
15' DRIVEWAY CLEAR SIGHT TRIANGLE
AutoCAD SHX Text
STORMWATER MANAGEMENT BMP
AutoCAD SHX Text
BELGIAN BLOCK CURB
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
13
AutoCAD SHX Text
DECK/PATIO (TYP.)
AutoCAD SHX Text
SHADOW BOX FENCE (TYP.)
AutoCAD SHX Text
SIGHT DISTANCE
AutoCAD SHX Text
SIGHT DISTANCE
AutoCAD SHX Text
SINGLE FAMILY ATTACHED DWELLING 2187 SF FOOTPRINT
AutoCAD SHX Text
65.5'
AutoCAD SHX Text
11.71'
AutoCAD SHX Text
20.29'
AutoCAD SHX Text
32.0'
AutoCAD SHX Text
70.0'
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
COVERED PORCH
AutoCAD SHX Text
COVERED PORCH
AutoCAD SHX Text
DOORWAY
AutoCAD SHX Text
PROP. U.P.
AutoCAD SHX Text
O.E.
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CURB LINE
AutoCAD SHX Text
PROPERTY/R.O.W. LINE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text
TRAFFIC SIGNAGE
AutoCAD SHX Text
%%USIGN LEGEND
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
(ALL SIGNS SHALL CONFORM WITH
AutoCAD SHX Text
PENNDOT PUBLICATION 236)
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1-800-242-1776
AutoCAD SHX Text
P
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
L
AutoCAD SHX Text
V
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
,
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
C
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
-
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
Y
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
D
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
!
AutoCAD SHX Text
O
AutoCAD SHX Text
KRISTIN RANDI HOLMES
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
L
AutoCAD SHX Text
PE 073604
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
NO OUTLET
AutoCAD SHX Text
3
AutoCAD SHX Text
PROPOSED CURB LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPOSED FENCE
AutoCAD SHX Text
PROPOSED UTILITY POLE,
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
PROPOSED TRAFFIC SIGNAGE
AutoCAD SHX Text
RECORDING NOTE: SHEETS 1, THROUGH 17, INCLUSIVE, ON RECORD AT LOWER MAKEFIELD TOWNSHIP, SHALL BE CONSIDERED A PART OF THE APPROVED FINAL PLAN AS IF RECORDED WITH SAME.
AutoCAD SHX Text
NOTES: 1. THE PROPERTY BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 THE PROPERTY BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 PROPERTY BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 PROPERTY BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 BEING BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 BUCKS COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 COUNTY TAX MAP PARCEL NUMBERS 20-050-001-001 TAX MAP PARCEL NUMBERS 20-050-001-001 TAX MAP PARCEL NUMBERS 20-050-001-001 MAP PARCEL NUMBERS 20-050-001-001 MAP PARCEL NUMBERS 20-050-001-001 PARCEL NUMBERS 20-050-001-001 PARCEL NUMBERS 20-050-001-001 NUMBERS 20-050-001-001 NUMBERS 20-050-001-001 20-050-001-001 20-050-001-001 CONTAINING 2.88 ACRES OF LAND MORE OR LESS. 2. INFORMATION TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH INFORMATION TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH AND TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH TOPOGRAPHIC SURVEY PREPARED BY CAVANAUGH SURVEY PREPARED BY CAVANAUGH SURVEY PREPARED BY CAVANAUGH PREPARED BY CAVANAUGH PREPARED BY CAVANAUGH BY CAVANAUGH BY CAVANAUGH CAVANAUGH CAVANAUGH SURVEYING SERVICES LAST REVISED NOVEMBER 6, 2019. 3. THE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE THE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE IS TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE TO BE SERVED BY PUBLIC WATER AND SEWER FROM THE BE SERVED BY PUBLIC WATER AND SEWER FROM THE BE SERVED BY PUBLIC WATER AND SEWER FROM THE SERVED BY PUBLIC WATER AND SEWER FROM THE SERVED BY PUBLIC WATER AND SEWER FROM THE BY PUBLIC WATER AND SEWER FROM THE BY PUBLIC WATER AND SEWER FROM THE PUBLIC WATER AND SEWER FROM THE PUBLIC WATER AND SEWER FROM THE WATER AND SEWER FROM THE WATER AND SEWER FROM THE AND SEWER FROM THE AND SEWER FROM THE SEWER FROM THE SEWER FROM THE FROM THE FROM THE THE THE LOWER MAKEFIELD SEWER AUTHORITY AND PA AMERICAN WATER. 4. THE PROPOSED STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE THE PROPOSED STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE PROPOSED STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE PROPOSED STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE STORMWATER FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE FACILITIES AND ALL STORM SEWER LOCATED ON-SITE WILL BE AND ALL STORM SEWER LOCATED ON-SITE WILL BE AND ALL STORM SEWER LOCATED ON-SITE WILL BE ALL STORM SEWER LOCATED ON-SITE WILL BE ALL STORM SEWER LOCATED ON-SITE WILL BE STORM SEWER LOCATED ON-SITE WILL BE STORM SEWER LOCATED ON-SITE WILL BE SEWER LOCATED ON-SITE WILL BE SEWER LOCATED ON-SITE WILL BE LOCATED ON-SITE WILL BE LOCATED ON-SITE WILL BE ON-SITE WILL BE ON-SITE WILL BE WILL BE WILL BE BE BE OWNED AND MAINTAINED BY THE OWNER. 5. SUBJECT PROPERTY IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR SUBJECT PROPERTY IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR PROPERTY IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR PROPERTY IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR IS ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR ENTIRELY WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR WITHIN FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR FLOOD ZONE "X" - I.E., OUTSIDE THE 500 YEAR ZONE "X" - I.E., OUTSIDE THE 500 YEAR ZONE "X" - I.E., OUTSIDE THE 500 YEAR "X" - I.E., OUTSIDE THE 500 YEAR "X" - I.E., OUTSIDE THE 500 YEAR - I.E., OUTSIDE THE 500 YEAR - I.E., OUTSIDE THE 500 YEAR I.E., OUTSIDE THE 500 YEAR I.E., OUTSIDE THE 500 YEAR OUTSIDE THE 500 YEAR OUTSIDE THE 500 YEAR THE 500 YEAR THE 500 YEAR 500 YEAR 500 YEAR YEAR YEAR FLOOD PLAIN AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS PLAIN AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS PLAIN AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS INSURANCE RATE MAP (F.I.R.M.) FOR BUCKS RATE MAP (F.I.R.M.) FOR BUCKS RATE MAP (F.I.R.M.) FOR BUCKS MAP (F.I.R.M.) FOR BUCKS MAP (F.I.R.M.) FOR BUCKS (F.I.R.M.) FOR BUCKS (F.I.R.M.) FOR BUCKS FOR BUCKS FOR BUCKS BUCKS BUCKS COUNTY, PANEL NO. 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE PANEL NO. 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE PANEL NO. 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE NO. 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE NO. 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE 458 OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE OF 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE 532, COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE COMMUNITY MAP NO. 42017C0458J, BEARING AN EFFECTIVE MAP NO. 42017C0458J, BEARING AN EFFECTIVE MAP NO. 42017C0458J, BEARING AN EFFECTIVE NO. 42017C0458J, BEARING AN EFFECTIVE NO. 42017C0458J, BEARING AN EFFECTIVE 42017C0458J, BEARING AN EFFECTIVE 42017C0458J, BEARING AN EFFECTIVE BEARING AN EFFECTIVE BEARING AN EFFECTIVE AN EFFECTIVE AN EFFECTIVE EFFECTIVE EFFECTIVE DATE OF MARCH 16, 2015. 6. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. 7. NOTHING SHALL BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN NOTHING SHALL BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN SHALL BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN SHALL BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN BE PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN PERMITTED TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN TO BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN BE PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN PLACED, PLANTED, SET OR PUT WITHIN THE AREA OF AN PLANTED, SET OR PUT WITHIN THE AREA OF AN PLANTED, SET OR PUT WITHIN THE AREA OF AN SET OR PUT WITHIN THE AREA OF AN SET OR PUT WITHIN THE AREA OF AN OR PUT WITHIN THE AREA OF AN OR PUT WITHIN THE AREA OF AN PUT WITHIN THE AREA OF AN PUT WITHIN THE AREA OF AN WITHIN THE AREA OF AN WITHIN THE AREA OF AN THE AREA OF AN THE AREA OF AN AREA OF AN AREA OF AN OF AN OF AN AN AN EASEMENT. THE AREA SHALL BE KEPT AS LAWN. 8. ALL STORMWATER AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT ALL STORMWATER AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT STORMWATER AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT STORMWATER AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT AND DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT DRAINAGE FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT FACILITIES ARE A PERMANENT PART OF THE DEVELOPMENT ARE A PERMANENT PART OF THE DEVELOPMENT ARE A PERMANENT PART OF THE DEVELOPMENT A PERMANENT PART OF THE DEVELOPMENT A PERMANENT PART OF THE DEVELOPMENT PERMANENT PART OF THE DEVELOPMENT PERMANENT PART OF THE DEVELOPMENT PART OF THE DEVELOPMENT PART OF THE DEVELOPMENT OF THE DEVELOPMENT OF THE DEVELOPMENT THE DEVELOPMENT THE DEVELOPMENT DEVELOPMENT DEVELOPMENT AND SHALL NOT BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER SHALL NOT BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER SHALL NOT BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER NOT BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER NOT BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER BE REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER REMOVED, ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER ALTERED, OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER OR MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER MODIFIED WITHOUT PRIOR APPROVAL FROM LOWER WITHOUT PRIOR APPROVAL FROM LOWER WITHOUT PRIOR APPROVAL FROM LOWER PRIOR APPROVAL FROM LOWER PRIOR APPROVAL FROM LOWER APPROVAL FROM LOWER APPROVAL FROM LOWER FROM LOWER FROM LOWER LOWER LOWER MAKEFIELD TOWNSHIP. OWNERSHIP AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL TOWNSHIP. OWNERSHIP AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL TOWNSHIP. OWNERSHIP AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL OWNERSHIP AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL OWNERSHIP AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL AND MAINTENANCE OF THE STORMWATER FACILITIES SHALL MAINTENANCE OF THE STORMWATER FACILITIES SHALL MAINTENANCE OF THE STORMWATER FACILITIES SHALL OF THE STORMWATER FACILITIES SHALL OF THE STORMWATER FACILITIES SHALL THE STORMWATER FACILITIES SHALL THE STORMWATER FACILITIES SHALL STORMWATER FACILITIES SHALL STORMWATER FACILITIES SHALL FACILITIES SHALL FACILITIES SHALL SHALL SHALL BE THE SOLE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 9. LOWER MAKEFIELD TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO LOWER MAKEFIELD TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO MAKEFIELD TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO MAKEFIELD TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO TOWNSHIP SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO SHALL HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO HAVE THE RIGHT TO ENTER PRIVATE PROPERTY TO THE RIGHT TO ENTER PRIVATE PROPERTY TO THE RIGHT TO ENTER PRIVATE PROPERTY TO RIGHT TO ENTER PRIVATE PROPERTY TO RIGHT TO ENTER PRIVATE PROPERTY TO TO ENTER PRIVATE PROPERTY TO TO ENTER PRIVATE PROPERTY TO ENTER PRIVATE PROPERTY TO ENTER PRIVATE PROPERTY TO PRIVATE PROPERTY TO PRIVATE PROPERTY TO PROPERTY TO PROPERTY TO TO TO INSPECT AND REPAIR, IF NECESSARY, ANY STORMWATER MANAGEMENT OR DRAINAGE FACILITY. 10. ALL CURBING WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY ALL CURBING WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY CURBING WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY CURBING WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY WILL BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY BE INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY INSPECTED BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY BY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY THE TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY TOWNSHIP PRIOR TO PROJECT COMPLETION, AND ANY PRIOR TO PROJECT COMPLETION, AND ANY PRIOR TO PROJECT COMPLETION, AND ANY TO PROJECT COMPLETION, AND ANY TO PROJECT COMPLETION, AND ANY PROJECT COMPLETION, AND ANY PROJECT COMPLETION, AND ANY COMPLETION, AND ANY COMPLETION, AND ANY AND ANY AND ANY ANY ANY CURBING THAT IS DETERMINED TO BE DEFICIENT WILL BE REMOVED AND REPLACED. 11. PROPOSED COMMUNITY ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED PROPOSED COMMUNITY ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED COMMUNITY ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED COMMUNITY ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED ACCESS IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED IS A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED A PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED PRIVATE SHARED DRIVEWAY AND WILL NOT BE OFFERED SHARED DRIVEWAY AND WILL NOT BE OFFERED SHARED DRIVEWAY AND WILL NOT BE OFFERED DRIVEWAY AND WILL NOT BE OFFERED DRIVEWAY AND WILL NOT BE OFFERED AND WILL NOT BE OFFERED AND WILL NOT BE OFFERED WILL NOT BE OFFERED WILL NOT BE OFFERED NOT BE OFFERED NOT BE OFFERED BE OFFERED BE OFFERED OFFERED OFFERED FOR DEDICATION TO LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND DEDICATION TO LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND DEDICATION TO LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND TO LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND TO LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND LOWER MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND MAKEFIELD TOWNSHIP. THE ROADWAY WILL BE OWNED AND TOWNSHIP. THE ROADWAY WILL BE OWNED AND TOWNSHIP. THE ROADWAY WILL BE OWNED AND THE ROADWAY WILL BE OWNED AND THE ROADWAY WILL BE OWNED AND ROADWAY WILL BE OWNED AND ROADWAY WILL BE OWNED AND WILL BE OWNED AND WILL BE OWNED AND BE OWNED AND BE OWNED AND OWNED AND OWNED AND AND AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER IN ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER ACCORDANCE WITH PENNDOT PUBLICATION 408 AND LOWER WITH PENNDOT PUBLICATION 408 AND LOWER WITH PENNDOT PUBLICATION 408 AND LOWER PENNDOT PUBLICATION 408 AND LOWER PENNDOT PUBLICATION 408 AND LOWER PUBLICATION 408 AND LOWER PUBLICATION 408 AND LOWER 408 AND LOWER 408 AND LOWER AND LOWER AND LOWER LOWER LOWER MAKEFIELD TOWNSHIP CONSTRUCTION STANDARDS. 13. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 203. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 203. 14. THE INSTALLATION OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED THE INSTALLATION OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED INSTALLATION OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED INSTALLATION OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED OF ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED ALL PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED PROPOSED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED SURVEY MARKERS AND MONUMENTS MUST BE CERTIFIED MARKERS AND MONUMENTS MUST BE CERTIFIED MARKERS AND MONUMENTS MUST BE CERTIFIED AND MONUMENTS MUST BE CERTIFIED AND MONUMENTS MUST BE CERTIFIED MONUMENTS MUST BE CERTIFIED MONUMENTS MUST BE CERTIFIED MUST BE CERTIFIED MUST BE CERTIFIED BE CERTIFIED BE CERTIFIED CERTIFIED CERTIFIED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN PENNSYLVANIA.
AutoCAD SHX Text
PROPOSED MONUMENT
AutoCAD SHX Text
PROPOSED IRON PIN WITH CAP
AutoCAD SHX Text
APPLICANT: DELUCA HOMES 370 EAST MAPLE AVE, SUITE 101 LANGHORNE, PA 19047 (267)756-1550
AutoCAD SHX Text
APPROVAL OF THE LOWER MAKEFIELD TOWNSHIP PLANNING COMMISSION THIS SUBDIVISION AND LAND DEVELOPMENT PLAN WAS REVIEWED BY THE LOWER MAKEFIELD TOWNSHIP PLANNING COMMISSION ON THIS ________ DAY OF ____________________ 20___. __________ ___________________ ___________________ (CHAIRMAN) __________ ___________________ ___________________ (SECRETARY) APPROVAL OF THE BOARD OF SUPERVISORS OF LOWER MAKEFIELD TOWNSHIP THIS SUBDIVISION AND LAND DEVELOPMENT PLAN WAS APPROVED BY RESOLUTION OF THE BOARD OF TOWNSHIP SUPERVISORS OF LOWER MAKEFIELD TOWNSHIP THIS ________ DAY OF ____________________ 20___. __________ __________________ _____________________________ __________________ _____________________________ _____________________________ (CHAIRMAN) (SUPERVISOR) (SUPERVISOR) __________ __________________ _____________________________ __________________ _____________________________ _____________________________ (SUPERVISOR) (SUPERVISOR) (SUPERVISOR) _____________________________ (SUPERVISOR) REVIEWED BY THE TOWNSHIP ENGINEER, LOWER MAKEFIELD TOWNSHIP THIS SUBDIVISION AND LAND DEVELOPMENT PLAN WAS REVIEWED BY THE APPOINTED LOWER MAKEFIELD TOWNSHIP ENGINEER ______________________________, P.E., ON THIS ________ DAY OF ____________________ 20___. ______________________________, P.E. (TOWNSHIP ENGINEER) CERTIFICATION OF REVIEW BY THE BUCKS COUNTY PLANNING COMMISSION THIS SUBDIVISION AND LAND DEVELOPMENT PLAN WAS REVIEWED BY THE BUCKS COUNTY PLANNING COMMISSION ON THIS ________ DAY OF ____________________ 20___. __________ ________ BCPC # ________ BCPC # BCPC # CERTIFICATION FOR RECORDING THIS SUBDIVISION AND LAND DEVELOPMENT PLAN WAS RECORDED IN THE OFFICE OF RECORDER OF DEEDS FOR BUCKS COUNTY, AT DOYLESTOWN, PENNSYLVANIA, THIS DAY OF DAY OF , 20___. BY: RECORDER OF DEEDS
AutoCAD SHX Text
REGISTERED SURVEYOR CERTIFICATION I, PATRICK A. CAVANAUGH, A REGISTERED SURVEYOR OF THE COMMONWEALTH OF PENNSYLVANIA, PATRICK A. CAVANAUGH, A REGISTERED SURVEYOR OF THE COMMONWEALTH OF PENNSYLVANIA, , A REGISTERED SURVEYOR OF THE COMMONWEALTH OF PENNSYLVANIA, DO HEREBY CERTIFY THAT THIS PLAN CORRECTLY REPRESENTS THE METES AND BOUNDS, AS SHOWN, AND THE LOTS, LAND, STREETS, HIGHWAYS, AND EASEMENTS AS PLOTTED BY ME FOR THE OWNERS OR AGENTS. ______________________________ PATRICK A. CAVANAUGH, P.L.S. PENNSYLVANIA LICENSE NO. SU51056E PROFESSIONAL ENGINEER’S CERTIFICATION S CERTIFICATION I, KRISTIN R. HOLMES, A REGISTERED PROFESSIONAL ENGINEER OF THE COMMONWEALTH OF KRISTIN R. HOLMES, A REGISTERED PROFESSIONAL ENGINEER OF THE COMMONWEALTH OF , A REGISTERED PROFESSIONAL ENGINEER OF THE COMMONWEALTH OF PENNSYLVANIA, DO HEREBY CERTIFY THAT THIS PLAN MEETS THE REQUIREMENTS OF ALL ORDINANCES AFFECTING THIS SUBDIVISION AND LAND DEVELOPMENT, INCLUDING THE AMENDED ZONING ORDINANCE OF THE TOWNSHIP OF LOWER MAKEFIELD IN WHICH THIS SUBDIVISION OR LAND DEVELOPMENT IS LOCATED NOT WITHSTANDING THE ZONING VARIANCES AND OTHER WAIVERS GRANTED BY LOWER MAKEFIELD TOWNSHIP. ______________________________ KRISTIN R. HOLMES, P.E. PENNSYLVANIA LICENSE NO. PE073604 OWNER'S CERTIFICATION I, , . HAVE LAID OUT UPON OUR LAND , . HAVE LAID OUT UPON OUR LAND , . HAVE LAID OUT UPON OUR LAND . HAVE LAID OUT UPON OUR LAND SITUATED IN LOWER MAKEFIELD TOWNSHIP, COUNTY OF BUCKS, COMMONWEALTH OF PENNSYLVANIA, A LAND DEVELOPMENT ACCORDING TO THE ACCOMPANYING PLAN WHICH IS INTENDED TO BE FORTHWITH RECORDED. WITNESS MY HAND AND SEAL THIS ________ DAY OF ____________________ , 2019. ________ DAY OF ____________________ , 2019. (OWNER) ACKNOWLEDGMENT ON THIS, THE DAY OF , 20 , DAY OF , 20 , DAY OF , 20 , , 20 , , 20 , , BEFORE ME, A NOTARY PUBLIC, THE UNDERSIGNED OFFICER, PERSONALLY APPEARED , AND THAT HE AS SUCH OFFICER, BEING AUTHORIZED TO DO SO, SIGNED THE WITHIN PLAN OF LAND DEVELOPMENT DESIRING THAT THE PLAN BE RECORDED ACCORDING TO LAW. IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC MY COMMISSION EXPIRES THE ________ DAY OF __________________ 20___.
AutoCAD SHX Text
VARIANCES GRANTED: 1. A VARIANCE FROM SECTION 200-20.A TO PERMIT SINGLE-FAMILY ATTACHED DWELLINGS. A VARIANCE FROM SECTION 200-20.A TO PERMIT SINGLE-FAMILY ATTACHED DWELLINGS. 2. A VARIANCE FROM SECTION 200-21 TO PERMIT A DENSITY OF 4.68 DU/NBSA ACRE WHERE A VARIANCE FROM SECTION 200-21 TO PERMIT A DENSITY OF 4.68 DU/NBSA ACRE WHERE 1.20 DU/ACRE IS PERMITTED AND A MINIMUM NET LOT AREA OF 2,000 SQUARE FEET PER UNIT WHERE 34,500 SQUARE FEET IS REQUIRED. 3. A VARIANCE FROM SECTION 200-23 TO PERMIT A MAXIMUM OF IMPERVIOUS COVERAGE RATIO A VARIANCE FROM SECTION 200-23 TO PERMIT A MAXIMUM OF IMPERVIOUS COVERAGE RATIO OF 55% WHERE 15% IS PERMITTED. 4. A VARIANCE FROM SECTION 200-52.C TO EXCLUDE THE REQUIRED 40% OPEN SPACE AREA A VARIANCE FROM SECTION 200-52.C TO EXCLUDE THE REQUIRED 40% OPEN SPACE AREA FROM THE SITE CAPACITY CALCULATIONS. 5. A VARIANCE FROM SECTION 200-63.A TO PERMIT A MINIMUM FRONT YARD FROM A A VARIANCE FROM SECTION 200-63.A TO PERMIT A MINIMUM FRONT YARD FROM A COLLECTOR ROAD OF 63 FEET WHERE 80 FEET IS REQUIRED, AND A MINIMUM FRONT YARD FROM AN ARTERIAL ROAD OF 33 FEET WHERE 100 FEET IS REQUIRED. 6. A VARIANCE FROM SECTION 200-73.C.2 TO PERMIT A MINIMUM WIDTH OF A TYPE I BUFFER A VARIANCE FROM SECTION 200-73.C.2 TO PERMIT A MINIMUM WIDTH OF A TYPE I BUFFER OF 12 FEET WHERE 25 FEET IS REQUIRED. 7. A VARIANCE FROM SECTION 200-73.C.3 TO PERMIT A MINIMUM WIDTH OF A TYPE II BUFFER A VARIANCE FROM SECTION 200-73.C.3 TO PERMIT A MINIMUM WIDTH OF A TYPE II BUFFER OF 33 FEET WHERE 50 FEET IS REQUIRED.
1
2
3
4
5
10
9
8
7
6
11
Drawing No.
File No.
Des
igne
d
HCE
Job
Scal
e
Dat
e
1434
11/1
1/20
19D
escr
iptio
nD
ate
REV
ISIO
NS
Hol
mes
Cun
ning
ham
LLC
350
E. B
utle
r Ave
., St
e 10
6N
ew B
ritai
n, P
A 18
901
(215
) 586
-333
0w
ww
.hce
ngin
eerin
g.ne
t1-800-242-1776
CALL BEFO
RE YO
U D
IG
!!
UTILITY
LO
CATIO
NS
AS
SH
OW
N
ON
TH
IS PLAN
ARE APPRO
XIM
ATE AN
D IT
IS
TH
E
RESPO
NSIBILITY
OF
TH
E
CO
NTRACTO
R,
PER
PA.
ACT
187
TO
CO
NTACT U
TILITY CO
MPAN
IES PRIO
R
TO
AN
Y EXCAVATIO
N.
PEN
NSYLVAN
IA LAW
REQ
UIRES
3 W
ORKIN
G D
AYS N
OTICE FO
R
CO
NSTRU
CTIO
N PH
ASE AN
D
10 W
ORKIN
G D
AYS IN
D
ESIG
N STAG
E
-- STO
P &
CALL --
Pennsylvania O
ne
Call System
, Inc.
MAR
RAZ
ZO P
RO
PER
TY
LOW
ER M
AKEF
IELD
TO
WN
SHIP
, BUC
KS C
OUN
TY, P
A
T.M
.P.#
20-
050-
001-
001
1301
YAR
DLE
Y M
OR
RIS
VILL
E R
OAD
Shee
t
of
17
1"=2
0'
C7.0
1434_C7.0 Landscape.DWG
LAN
DSC
APE
PLAN
TPB
16
Feet
0 20 40
RAC
HEL
S. V
AHEY
, RLA
PA L
IC. N
O L
A001
672
PLANT SCHEDULEPlan
Symbol Quantity Botanical Name Common NameMin.
PlantingCaliper
Min.PlantingHeight
Remarks Comments
Shade Trees
CO 2 Carya ovata Shagbark Hickory 3" cal. 14-16' B&B Full, straight leader
GT 2 Gleditsia triacanthos var. inermis Thornless Honeylocust 3" cal. 14-16' B&B Along street limb to 7'-0"
NS 3 Nyssa sylvatica Black Gum 2.5" cal. 12-14' B&B Full, straight leader
PA 10 Platanus x acerfolia 'Bloodgood' 'Bloodgood' Planetree 3" cal. 14-16' B&B Along street limb to 7'-0"
QB 3 Quercus bicolor Swamp White Oak 3" cal. 14-16' B&B Full, straight leader
QP 4 Quercus phellos Willow Oak 3" cal. 14-16' B&B Full, straight leader
TA 3 Tilia americana American Linden 3" cal. 14-16' B&B Along street limb to 7'-0"
UA 6 Ulmus americana American Elm 3" cal. 14-16' B&B Along street limb to 7'-0"Evergreen Trees
JV 4 Juniperus virginiana Eastern Red Cedar - 6' B&B Symmetrical, branched to ground
PG 14 Picea glauca White Spruce - 6' B&B Symmetrical, branched to ground
TO 10 Thuja occidentalis Eastern Arborvitae - 6' B&B Symmetrical, branched to ground
Ornamental Trees
AC 2 Amelanchier canadensis Shadblow Serviceberry - 8' B&B Multi-stem, min. 5 stems
CC 2 Cercis canadensis 'Forest Pansy' 'Forest Pansy' Redbud 2 1/2" cal. 8' B&B Full specimen
CV 1 Chionanthus virginicus White Fringetree 2 1/2" cal. 8' B&B Full specimen
MV 1 Magnolia virginiana Sweetbay Magnolia - 8' B&B Multi-stem, min. 5 stems
Shrubs**
AA 5 Aronia arbutifolia Red Chokeberry - 24-30" CONT Heavy, full specimen
CS 15 Cornus sericea Red Twig Dogwood - 24-30" CONT Heavy, full specimen
HA 15 Hydrangea arborescens Smooth Hydrangea - 36" CONT Heavy, full specimen
IG 21 Ilex glabra 'Shamrock' 'Shamrock' Inkberry - 36" CONT Heavy, full specimen
IV 16 Ilex verticillata Winterberry - 36" CONT Heavy, full specimen
KL 18 Kalmia latifolia Mountain Laurel - 36" CONT Heavy, full specimen
VD 14 Viburnum dentatum Arrowwood Viburnum - 36" CONT Heavy, full specimen
** Plant in continuous mulch bed (2-3" depth) until fully established.
LANDSCAPE REQUIREMENTS CHART - LOWER MAKEFIELD TOWNSHIPSubdivisionOrdinance
Item Requirement Plan ProposedS.O. 178-81Street Trees
One (1), 3" caliper tree per 30'
Yardley-MorrisvilleRd:334'
334/30 = 11 trees 9 Shade trees [W1]Sutphin Road: 222'
222/30 = 8 trees 1 Shade trees [W1]Internal Road: 475'
475/30 = 16 trees 9 Shade trees [W1]S.O. 178-82Buffer Yards
Type 1 Buffer required
1 Evergreen tree per20'1 Shade tree per 60'
1 Flowering tree per 60'1 Shrub per 4'10 groundcover plantsper required shrub
Southern Property Line: 275'
14 Evergreen Trees 14 Evergreen Trees
5 Shade Trees 3 Shade Trees [W1]
5 Flowering Trees 4 Flowering Trees [W1]
69 Shrubs 20 Shrubs [W1]
690 groundcover plants 0 groundcover plants [W1]
+ PRIVACY FENCEWestern Property Line: 445'
22 Evergreen Trees 14 Evergreen Trees [W1]
7 Shade Trees 6 Shade Trees [W1]
7 Flowering Trees 1 Flowering Trees [W1]
111 Shrubs 64 Shrubs [W1]
1110 groundcover plants 0 groundcover plants [W1]
+ PRIVACY FENCES.O. 178-57Off-streetParking
(2) two trees per 10 spaces
17 parking spaces = 4 trees 2 Shade Trees [W1]
S.O. 178-85 Trees of 10" caliper or more that are removed shallbe replaced with an approved tree(s).Replacement
TreesTrees 10-18"; shall be replaced with no less than 4trees measuring 2 1/2 -3" caliper
There are (6) existing trees 10-18" caliper 3 Shade Trees6 x 4 = 24 Shade trees 1 Flowering Tree
20 Shrubs
Trees 18-30"; shall be replaced with no less than 7trees measuring 2 1/2 -3" cal.
N/A
Trees 30"+; shall be replaced with no less than 10trees measuring 2 1/2 -3" cal.
N/A
Total LandscapeProposed 33 Shade Trees
28 Evergreen Trees
6 Flowering Trees
104 Shrubs[W1] Waiver requested
AutoCAD SHX Text
LANDSCAPE LEGEND
AutoCAD SHX Text
Street Tree
AutoCAD SHX Text
Buffer Landscape
AutoCAD SHX Text
Replacement Planting
AutoCAD SHX Text
Parking Landscape
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
TELECOMMUNICATIONS AND ELECTRIC SERVICE (TYP.)
AutoCAD SHX Text
GAS SERVICE (TYP.)
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
(3.68' OFF LINE)
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
d
AutoCAD SHX Text
CONC. MON FOUND
AutoCAD SHX Text
REBAR W/
AutoCAD SHX Text
CAP SET
AutoCAD SHX Text
SUTPHIN ROAD
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
T.P.# 20-050-0366
AutoCAD SHX Text
T.P. 20-050-366
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
C/O MID ATLANTIC COMMUNITY CORP.
AutoCAD SHX Text
119.47
AutoCAD SHX Text
119.33
AutoCAD SHX Text
119.32
AutoCAD SHX Text
119.32
AutoCAD SHX Text
118.95
AutoCAD SHX Text
119.55
AutoCAD SHX Text
119.36
AutoCAD SHX Text
119.26
AutoCAD SHX Text
119.17
AutoCAD SHX Text
119.10
AutoCAD SHX Text
119.15
AutoCAD SHX Text
118.67
AutoCAD SHX Text
118.77
AutoCAD SHX Text
117.94
AutoCAD SHX Text
118.42
AutoCAD SHX Text
118.60
AutoCAD SHX Text
118.38
AutoCAD SHX Text
118.50
AutoCAD SHX Text
118.16
AutoCAD SHX Text
117.58
AutoCAD SHX Text
117.49
AutoCAD SHX Text
117.64
AutoCAD SHX Text
117.21
AutoCAD SHX Text
117.04
AutoCAD SHX Text
117.92
AutoCAD SHX Text
T.P. 20-043-221
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
& M.A.C.C.
AutoCAD SHX Text
T.P. 20-050-368
AutoCAD SHX Text
N/F SUTPHIN PINES SERVICES CORPORATION
AutoCAD SHX Text
C/O MID ATLANTIC COMMUNITY CORP.
AutoCAD SHX Text
d
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
%%126
AutoCAD SHX Text
YARD INLET 8
AutoCAD SHX Text
GR.116.44
AutoCAD SHX Text
YARD INLET 1
AutoCAD SHX Text
GR.116.84
AutoCAD SHX Text
YARD INLET 2
AutoCAD SHX Text
GR.116.80
AutoCAD SHX Text
YARD INLET 4
AutoCAD SHX Text
GR.116.61
AutoCAD SHX Text
YARD INLET 3
AutoCAD SHX Text
GR.116.95
AutoCAD SHX Text
INLET 9 (PUMP TANK)
AutoCAD SHX Text
GR.116.27
AutoCAD SHX Text
(MO INVERT)
AutoCAD SHX Text
YARD INLET 7
AutoCAD SHX Text
GR.116.41
AutoCAD SHX Text
YARD INLET 6
AutoCAD SHX Text
GR.116.26
AutoCAD SHX Text
YARD INLET 5
AutoCAD SHX Text
GR.116.13
AutoCAD SHX Text
INV. 111.40(18"CMP-IN)
AutoCAD SHX Text
INV. 111.08(IN)
AutoCAD SHX Text
INV. 109.90(18"RCP-OUT)
AutoCAD SHX Text
INV. 111.83
AutoCAD SHX Text
(12"RCP-OUT)
AutoCAD SHX Text
INV108.17(18"RCP-OUT)
AutoCAD SHX Text
INV. 115.91(2"PVC)
AutoCAD SHX Text
INV. 115.91(3"CPP)
AutoCAD SHX Text
INV. 115.91(3"CPP)
AutoCAD SHX Text
INLET 10
AutoCAD SHX Text
TG. 116.21
AutoCAD SHX Text
115.37(TOP 4"PVC)
AutoCAD SHX Text
115.40(TOP 4"PVC)
AutoCAD SHX Text
INLET
AutoCAD SHX Text
TG. 114.00
AutoCAD SHX Text
INLET
AutoCAD SHX Text
TG. 113.49
AutoCAD SHX Text
INV. 109.75(15"CMP-IN)
AutoCAD SHX Text
INV. 109.40(18"RCP-IN)
AutoCAD SHX Text
INLET
AutoCAD SHX Text
TG. 115.03
AutoCAD SHX Text
INV. 109.36(18"RCP-OUT)
AutoCAD SHX Text
18"CMP
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"
AutoCAD SHX Text
INV. 111.39(4"PVC-IN)
AutoCAD SHX Text
INV. 108.21(18"RCP-IN)
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV. 116.06(3"CPP-OUT)
AutoCAD SHX Text
INV. 116.10(3"CPP)
AutoCAD SHX Text
INV. 116.10(3"CPP)
AutoCAD SHX Text
INV. 116.10(3"CPPC)
AutoCAD SHX Text
INV. 116.25(3"CPP)
AutoCAD SHX Text
INV. 116.25(3"CPP)
AutoCAD SHX Text
INV. 115.52(3"CPP)
AutoCAD SHX Text
INV. 115.52(3"CPP)
AutoCAD SHX Text
INV. 115.30(3"CPP)
AutoCAD SHX Text
INV. 115.30(3"CPP)
AutoCAD SHX Text
INV. 115.43(3"CPP)
AutoCAD SHX Text
INV. 115.43(3"CPP)
AutoCAD SHX Text
INV. 115.64(3"CPP)
AutoCAD SHX Text
INV. 115.64(3"CPP)
AutoCAD SHX Text
114.30(-SUMP)
AutoCAD SHX Text
ORIGIN
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
TERMINUS
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
ORIGIN
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
ORIGIN
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
TERMINUS
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
TERMINUS
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
ORIGIN
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
UNDERGROUND WATER LINE
AutoCAD SHX Text
6"GAS
AutoCAD SHX Text
6"GAS
AutoCAD SHX Text
4" C.I. WATER
AutoCAD SHX Text
4" C.I. WATER
AutoCAD SHX Text
114
AutoCAD SHX Text
114
AutoCAD SHX Text
115
AutoCAD SHX Text
115
AutoCAD SHX Text
115
AutoCAD SHX Text
115
AutoCAD SHX Text
115
AutoCAD SHX Text
116
AutoCAD SHX Text
116
AutoCAD SHX Text
116
AutoCAD SHX Text
116
AutoCAD SHX Text
116
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
117
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
118
AutoCAD SHX Text
119
AutoCAD SHX Text
119
AutoCAD SHX Text
119
AutoCAD SHX Text
119
AutoCAD SHX Text
120
AutoCAD SHX Text
120
AutoCAD SHX Text
120
AutoCAD SHX Text
120
AutoCAD SHX Text
121
AutoCAD SHX Text
4"PVC
AutoCAD SHX Text
114.6
AutoCAD SHX Text
117.76
AutoCAD SHX Text
117.26
AutoCAD SHX Text
117.26
AutoCAD SHX Text
117.76
AutoCAD SHX Text
117.76
AutoCAD SHX Text
1-800-242-1776
AutoCAD SHX Text
P
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
L
AutoCAD SHX Text
V
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
Y
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
,
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
C
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
-
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
Y
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
D
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
!
