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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: