NCC215291_Site Plan or Location Map_20210927

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FALLS COVE
AT LAKE NORMAN
PHASE 7
TOWN OF TROUTMAN
IREDELL COUNTY, NORTH CAROLINA
DEVELOPER
HOPPER COMMUNITIES, INC
1616 CLEVELAND AVE.
CHARLOTTE, NC 28203
CIVIL ENGINEERSouth
BLUE RIDGE ENGINEERING PLLC
RIDGE
Man St
M. DEVIN STALEY, PE
924 MAIN STREET, SUITE 200
NORTH WILKESBORO, NC 28659
[phone]
5U RVEYOR
Autumn
i
BLUE RIDGE ENGINEERING PLLC
Leaf Rd
C. NEIL SHEPHERD, PE, PLS
%
924 MAIN STREET, SUITE 200
NORTH WILKESBORO, NC 28659
Byers Rd
[phone]
PLANNING
J
TOWN OF TROUTM4N
40ON. EASTWAY DR.
SITE
TROUTMAN, NC
[phone]
v
Flower House
EROSION CONTROL
��
y Loop
—
RANDALLMOORE
f
349 N. CENTER
349 N. CENTER STREET
J/
STATESVILLE, INC 28687
f
[phone] EXT. 2352
(
-
NCDOT
I 1-77
JOHN COOK
DISTR ICTSUPERVISOR
Perth
Clont2 Hill
124 PRISON CAMP RD.
Rd
Rd
STATESVILLE, NC 28625
(704-380-604C)
PROJECT SUMMARY
FALLS COVE AT LAKE NORMAN - PHASE 7
THE PROPOSED FALLS COVE AT LAKE NORMAN PHASE 7 CON5IRTS OF THE CONSTRUCTION OF 147
RESIDENTIAL BUILDING PADS AND ASSOCIATED STREETS, GRADING, AND UTILITY I NFRASTRUCTURE IN
TROUTMAN,NC. PHASE 7 IS PARTOFTHE OVERALLFALLS COVE AT LAKE NORM4N RESIDENTIAL
SURDIVNUPN_
=�
WATER AND SEV/ER SERVICES WILL BE PROVIDED BY THE TOWN OF TROUTMAN. GRAVIFY SEWER
WILL BE EXTENDED FROM TI IE CURRENT DEAD END OF STRC.AMWQDD ROAD (51E PHASE E & G
CONSTRUCTION PLANS), NEAR THE TOWN LIFT STATION. NEW WATER MAINS V/ILL SERVE THE
=
- -
❑EVELOPMENT VIA NEW TAPS TO THE EXISTING 12" WATER MAIN LOCATED WITHIN THE
STREAMWOi] ROAD CORRIDOR. WATER WILL RE PROVIDED TO EACII PROPOSED LOT VIA '/."
INDIVIDUAL SkRVICE5, TERMINATED IN A NEW MISTIER BOX FOR FUTURE MRTER INSTALLATION.
SEWER LATERALS WILL BE PG HIDED TO EACH LOT FDR FUTURE CONNECTION DURING
_ _ -
- _
E _
SERVICE
R JADING CDNSTRUCTION.ACCESSTD THESITEV'ILL BE VIAAN EXTENSION OFSTREAPVD DROAD
(TOWNSTREETI.
-
- -
LROSION AND SLDIMLNT CONTROL MLASURLS IIAVL RLLN UISICUNLD WITII SKIMMLR SEDIMENT
nAlIJSASTIIFPRIK1ARYSFDIMFNTCDNTROI DEVICE- TIBPRIMARYCIiNSTRIICTIONFNTRANC FFOR
`QQ®QQQQ
THE I'ROTE 17 S, ILL RE TA STREAMWDUD RDAL, HASE 7 \VIILL HAVE AN H11 MATE DES' HAI C.E TC:
LAKE NORMAN AND WILL DISCHARGE TO ROCKY CREEK AND TO AN UNNAMED TRIBUTARY TO ROCKY
CREEK MUST UPSTREAM FROM ITS CONFLUENCE WITH LAKE NORMAN) WHICH HAS A DESIGNATION
OF VJSIV, CA THE PATH— IS LOCATED N THE CATAWBA RIVER BASIN-
NOSTREAM CROSSINGS ARE REQUIRED FOR PI AGE 7.
CHAPTER 1
DRAWING INDEX
C-11.0
COVER SHEET
C-11.1
GENERAL NOTES
C-11.2
EXISTING CONDITIONS
CHAPTER 2 - EROSION
& SEDIMENTCONTROL
C 12.0
OVERALL ESC PLAN
C-12.1-12.2
ESC, INITIAL PHASE
C-12 3-12.4
ESC, INTERMEDIATE PHASE
C-12.5-12,6
ESC, FINAL PHASE
CHAPTER 3 - SITE PLAN
C-13.0
C-13.1-13.2
OVERALL SITE PLAN
DETAILED SITE PLAN
CHAPTER 4 - GRADING
PLAN
C-14.0
OVERALL GRADING PLAN
C-14.1-14.2
DET4ILE❑ GRADING PLAN
C-14.3-14. 14 DETAILED LOT GRADING PLAN
CHAPTER S - ROADWAY PLAN & PROFILE
C-15.0 OVERALL ROADWAY PLAN AND PROFILE
C-15.1-1S.8 ROADWAY PLAN AND PROFILE
CHAPTER 6 - SANITARY SEWER PLANS
C-16.0
OVERALL SANITARY SEWER PLAN
C-16.1-16,8
CHAPTER 7 - WATER DISTRIBUTION
SANITARY SEWER PLAN AN D PROFILE
PLANS
C-17.0
OVERALL WATER PLAN
C-17.1-17.S
CHAPTER 8-STORM DRAINAGE
WATER PLAN AND PROFILE
PLANS
C-18.0
OVERALL STORM PLAN
C-18.1-18,6
STORM DRAINAGE PLAN AND PROFILE
CHAPTER D- DETAILS
D-1.1-1.4
TOWN OF TROUTMAN DETAILS
D-1.S
MISC. DETAILS
D-1.6
ROADWAY CROSS-SECTION DETAILS
D-1.7-1.8
ESC DETAILS
C-11.