HomeMy WebLinkAboutNCC214216_Site Plan or Location Map_20210727SITE AND DEVELOPMENT DATA
JURISDICTION
CITY OF MONROE
TAX PARCEL(S):
07027007 & 07027007A
SITE ADDRESS:
5307 SECREST SHORTCUT RD.
ZONING
CONDITIONAL DISTRICT "SECREST LANDING"
USE CLASSIFICATION
SINGLE FAMILY RESIDENTIAL
TOTAL AREA
30.48 AC
RIGHT-OF-WAY
0.77AC. (NCDOT)
NET SITE AREA
29.71 AC
TOTAL UNITS PROPOSED
172
PROPOSED PROJECT DENSITY
5.79 UNITS PER ACRE
AREA IN LOTS
10.03 AC
COMMON AREA
15.80 AC.
RIGHT-OF-WAY
3.88 AC. (CITY OF MONROE)
MINIMUM FRONT SETBACK
20'
MINIMUM SIDE SETBACK (TOWNHOME END UNITS) 10'
MINIMUM REAR SETBACK
15'
MINIMUM LOT WIDTH
21'
MINIMUM LOT SIZE
2,050 SQ. FT. (SF)
EAGLE ENGINEERING
2013A Van Buren Avenue
Indian Trail, NC 28079
(704) 882-4222
www.eagleonline.net
PROJECT ENGINEER: MATTHEW C. KIRCHNER, PE
STREET ADDRESS: 2013A VAN BUREN AVENUE
CITY, STATE, ZIP INDIAN TRAIL, NC 28079
PHONE: 704.882.4222
EMAIL: MKI RCHNER@EAGL EONL I NE. NET
PREPARED FOR: M/1 HOMES OF CHARLOTTE
STREET ADDRESS: 5350 77 CENTER DR., STE100
CITY, STATE, ZIP: CHARLOTTE, NC 28217
PHONE: (704) 597-4576
EMAIL: SHERR@MIHOMES.COM
CONTACT. SCOTT HERR
NO.
DATE
BY
ISSUE
1
11-30-2020
SAP
ADDRESSED CITY OF MONROE COMMENTS
2
03-15-2021
SAP
ADDRESSED CITY OF MONROE COMMENTS
3
04-26-2021
SAP
ADDRESSED CITY OF MONROE WATER RESOURCE COMMENTS
EAGLe LE 9
n ENGINEERING, z
m INC. O
-A� No. C-0873
T ti
F OF AUK
naN
N CAR
i
0
_ ••�•oF oti...-9 =
: Q SEAL
04550 =
W C Y` 6 ZI
Know what's below.
Call before you dig.
CALL 1.800-632.4949 OR 811
WWW.NC811.ORG
NC ONE -CALL CENTER
IT'S THE LAW!
SECREST LANDING
CONSTRUCTION PLANS
MONROE, NC
J �
Q �
0
4 Vp
V'4.
O �w..�
le`
214
r
0 ZY,
� �►� • � ��� SITE � 0 - 0 �
0
+ ri Y 0 e)
{ J,
0
y
i� 4f 0
f 0 i
' O
0
_ h0 0
o rr7��
• y
�,
.,. ° 0
VICINITY MAP
NOT TO SCALE
Sheet List Table
Sheet
Number
Sheet Title
Sheet Description
C-0.0
COVER SHEET
C-1.0
EXISTING CONDITIONS
C-2.0
ROADWAY GEOMETRY
C-2.1
SITE PLAN
(OVERALL)
C-2.2
SITE PLAN
(1 OF 2)
C-2.3
SITE PLAN
(2 OF 2)
C-3.0
EROSION CONTROL PH1
(1 OF 2)
C-3.1
EROSION CONTROL PH1
(2 OF 2)
C-3.2
EROSION CONTROL PH2
(OVERALL)
C-3.3
EROSION CONTROL PH2
(1 OF 3)
C-3.4
EROSION CONTROL PH2
(2 OF 3)
C-3.5
EROSION CONTROL PH2
(3 OF 3)
C-4.0
GRADING PLAN
(OVERALL)
C-4.1
GRADING PLAN
(1 OF 2)
C-4.2
GRADING PLAN
(2 OF 2)
C-4.3
SECREST LANDING
0+00 - 7+53
C-4.4
SECREST LANDING
7+53 - 14+72
C-4.5
MAYNARD HILL DRIVE
0+00 - 10+96
C-4.6
NIMBELL ROAD
0+00 - 8+16
C-4.7
WET POND 1A DETAILS
C-4.8
WET POND 1 B DETAILS
C-4.9
WET POND NOTES
C-4.10
STORM PROFILES - 100
C-4.11
STORM PROFILES - 101-106
C-4.12
STORM PROFILES - 200-206
C-4.13
STORM PROFILES - 300-301
C-5.0
UTILITIES
(OVERALL)
C-5.1
SS-100
0+00 - 11 +40.18
C-5.2
SS-100
11 +40.18 -
21 +49.37
C-5.3
SS-200
0+00 - 11 +40.18
C-5.4
SS-200
11 +40.18 - 14+05.81
C-5.5
SS-201
0+00 - 5+97.17
C-5.6
SS-202
0+00 - 1 +28.71
C-6.0
SITE DETAILS
(1 OF 4)
C-6.1
SITE DETAILS
(2 OF 4)
C-6.2
SITE DETAILS
(3 OF 4)
C-6.3
SITE DETAILS
(4 OF 4)
C-6.4
EROSION DETAILS
(1 OF 2)
C-6.5
EROSION DETAILS
(2 OF 2)
C-6.6
UTILITY DETAILS
(1 OF 3)
C-6.7
UTILITY DETAILS
(2 OF 3)
C-6.8
UTILITY DETAILS
(3 OF 3)
C-6.9
CONSTRUCTION NOTES
C-6.10
NCG01
EEI PROJECT NUMBER: