NCC215099_Site Plan or Location Map_20210910

DEVELOPER
HOPPER COMMUNITIES, INC.
1616 CLEVELAND AVE.
CHARLOTTE, NC 28203
CIVIL ENGINEER
BLUE RIDGE ENGINEERING PLLC
W. J ESSE HAN LI N, PE
924 MAIN STREET, SUITE 200
NORTH WILKESBORO, NC 28659
[phone]
SURVEYOR
BLUE RIDGE ENGINEERING PLLC
C. NEIL SHEPHERD, PE, PLS
924 MAIN STREET, SUITE 200
NORTH WILKESBORO, NC 28659
[phone]
PLANNING
TOWN OF TROUTMAN
400 N. EASTWAY DR.
TROUTMAN, NC
[phone]
EROSION CONTROL
IREDELL COUNTY
JONATHAN WILLIAMS
349 N. CENTER STREET
STATESVI LLE, NC 28687
[phone] EXT. 2352
NCDOT
JOHN COOK
DISTRICT SUPERVISOR
124 PRISON CAMP RD.
STATESVI LLE, NC 28625
(704-380-6040)
SITEWORK PLANS FOR
FALLS COVE
AT LAKE NORMAN
PHASES 3&4
TOWN OF TROUTMAN
IREDELL COUNTY, NORTH CAROLINA
Perth
PARCE L I D: 4740044735
PROJECT SUMMARY
FALLS COVE AT LAKE NORMAN - PHASE 3&4
THE PROPOSED FALLS COVE AT LAKE NORMAN PHASE 3 & 4 CONSISTS OF THE CONSTRUCTION OF 123
RESIDENTIAL BUILDING PADS AND ASSOCIATED STREETS, GRADING, AND UTILITY INFRASTRUCTURE IN
TROUTMAN, NC. PHASE 3 & 4 IS PART OF THE OVERALL FALLS COVE AT LAKE NORMAN RESIDENTIAL
SUBDIVISION.
WATER AND SEWER SERVICES WILL BE PROVIDED BY THE TOWN OF TROUTMAN. GRAVITY SEWER
WILL BE EXTENDED FROM THE FALLS COVE PHASE 7 THAT FLOWS TO THE TOWN LIFT STATION. NEW
WATER MAINS WILL SERVE THE DEVELOPMENT VIA EXTENDING THE 8" WATER MAIN LOCATED AT
THE END EXISTING STREET E IN PHASE 7, SEE CIVIL DESIGN PLANS BY BLUE RIDGE ENGINEERING, PLLC.
WATER WILL BE PROVIDED TO EACH PROPOSED LOT VIA %" INDIVIDUAL SERVICES, TERMINATED IN A
NEW METER BOX FOR FUTURE METER INSTALLATION. SEWER SERVICE LATERALS WILL BE PROVIDED
TO EACH LOT FOR FUTURE CONNECTION DURING BUILDING CONSTRUCTION. ACCESS TO THE SITE
WILL BE VIA HAMPTONS COVE ROAD (NCDOT SR 2741) AND CONNECTION TO STREET E FROM FALL
COVE PHASE 7, SEE DESIGN PLANS BY BLUE RIDGE ENGINEERING, PLLC.
EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED WITH SKIMMER SEDIMENT
BASINS AS THE PRIMARY SEDIMENT CONTROL DEVICE. THE PRIMARY CONSTRUCTION ENTRANCE FOR
THE PROJECT WILL BE ON HAMPTONS COVE ROAD. PHASES 3&4 WILL DISCHARGE TO LAKE NORMAN
AND TO AN UNNAMED TRIBUTARY TO LAKE NORMAN (JUST UPSTREAM FROM ITS CONFLUENCE WITH
LAKE NORMAN) WHICH HAS A DESIGNATION OF WS-IV, CA. THE PROJECT IS LOCATED IN THE
CATAWBA RIVER BASIN.
OVERALL LAND USE DESIGN SUMMARY (ALL PHASES)
Falls Cove at Lake Norman Project Area: 373.72 AC.
Maximum Lots Allowed: 710 (1.9 Units/Acre)
Final Proposed Lots: 653 (1.75 Units/Acre)
Open Space Required:
Total: 149.48 Acres (40% of Project Area)
Active: 7.47 Acres (5% of Open Space)
Passive: 52.32 Acres (35% of Open Space)
Open Space Provided:
Total: 171.18 Acres
Active: 9.23 Acres
Passive: 161.95 Acres
*See Sheet C-1.1 for Phase 3&4 specific density
DRAWING INDEX
CHAPTER 1
C-1.0
COVER SHEET
C-1.1-1.2
GENERAL NOTES
C-1.3
EXISTING CONDITIONS
CHAPTER 2 - EROSION
& SEDIMENT CONTROL
C-2.0
OVERALL ESC PLAN
C-2.1-2.2
ESC, PHASE 1
C-2.3-2.4
ESC, PHASE 2
C-2.5-2.6
ESC, PHASE 3
CHAPTER 3 - SITE PLAN
C-3.0 OVERALL SITE PLAN
C-3.1-3.2 SITE PLAN
CHAPTER 4 -GRADING PLAN
C-4.0 OVERALL GRADING PLAN
C-4.1-4.6 GRADING PLAN
C-4.7 STREAM CROSSING PLAN
CHAPTER 5 - ROADWAY PLAN & PROFILE
C-5.0 OVERALL ROADWAY PLAN AND PROFILE
C-5.1-5.5 ROADWAY PLAN AND PROFILE
CHAPTER 6 - SANITARY SEWER PLANS
C-6.0 OVERALL SANITARY SEWER PLAN
C-6.1-6.5 SANITARY SEWER PLAN AND PROFILE
CHAPTER 7 -WATER DISTRIBUTION PLANS
C-7.0 OVERALL WATER PLAN
C-7.1-7.5 WATER PLAN AND PROFILE
CHAPTER 8 -STORM DRAINAGE PLANS
C-8.0 OVERALL STORM PLAN
C-8.1-8.5 STORM DRAINAGE PLAN AND PROFILE
CHAPTER D -DETAILS
D-1.1-1.4 TOWN OF TROUTMAN DETAILS
D-1.5 MISC. DETAILS
D-1.6 STREET CROSS-SECTION DETAILS
D-1.7-1.8 ESC DETAILS
D-1.9-1.10 STREAM CROSSING DETAILS (BY CONTECH)
© COPYRIGHT 2021 BY BLUE RIDGE
ENGINEERING PLLC, NC LICENSE #P-0205, ALL
RIGHTS RESERVED. THIS PLAN MAY NOT BE
RE -USED, SOLD, LOANED OR GIVEN TO
OTHERS. REPRODUCTION OR PHOTOCOPYING
OF THIS PLAN WITHOUTTHE WRITTEN
CONSENT OF BLUE RIDGE ENGINEERING PLLC
IS PROHIBITED.
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