NCC223203_Site Plan or Location Map_20220915

LEGEND
SEWER
— 8"SAN — EXISTING SANITARY SEWER
8"SAN SANITARY SEWER
1 SANITARY MANHOLE NUMBER
QS
EX SANITARY MANHOLE
SANITARY MANHOLE
®
EXISTING CLEAN OUT
®
CLEAN OUT
WATER
- 16" W
EXISTING WATER LINE
WATER LINE
8"W
®
EXISTING WATER VALVE
®
WATER VALVE
OO
WATER METER
EXISTING FIRE HYDRANT
FIRE HYDRANT
WATER LINE PLUG
' T'
WATER LINE TEE
MISCELLANEOUS UTILITIES
WHITAKER POINTE
(APPROVED AS COOK POINTE SUBDIVISION)
PRELIMINARY/ CONSTRUCTION DOCUMENTS
EXISTING UTILITY POLE
EXISTING OVERHEAD ELECTRIC
SITE
EXISTING STORM SEWER
STORM SEWER
❑
EX DROP INLET
• 1
DROP INLET & STRUCTURE NUMBER
CATCH BASIN
DOUBLE CATCH BASIN
DROP INLET
FLARED END SECTION
DESCRIPTION
ELEVATION
------------
x x—
X
— 200
200
T/C E/P SWL
95.32
EXISTING STORM SEWER MANHOLE
STORM SEWER MANHOLE
CURB & CUTTER
PROPERTY LINE
BENCH MARK
LIMITS OF CONSTRUCTION
EXISTING TREE LINE
EXISTING SHRUB
EXISTING TREE
EXISTING FENCE
FENCE
EXISTING CONTOUR
CONTOUR
SPOT ELEVATION
C/L SWALE
EXISTING SIGN
SIGN
PROPERTY MARKER FOUND / ROD
FOUND
PIPE FOUND
MONUMENTFOUND
HUNTERSVILLE, NORTH CAROLINA
(EPM N0. 426261)
NOTES:
NC 73 WILL BE THE ONLY CONSTRUCTION ENTRANCE AND THAT ALL OTHER STREET TIE-INS WILL BE COMPLETED
AT THE END OF FULL CONSTRUCTION OF ALL LOTS OR VERY CLOSE TO ALL (MAY BE REVIEWED WITH STAFF)
UP TO 50 LOTS MAY BE PLATTED PRIOR TO COMPLETION AND ACCEPTANCE OF ROAD IMPROVEMENTS.
ALL RETAINING WALLS REQUIRING SPECIAL INSPECTIONS (>5' IN HEIGHT) SHALL MEET THE REQUIREMENTS OF
THE MCSBC CHAPTER 17 - SPECIAL INSPECTIONS AS DETAILED PER THE MECKLENBURG COUNTY CODE
ENFORCEMENT SPECIAL INSPECTIONS PROCESS. ADDITIONALLY, COPIES OF THE RETAINING WALL PLANS SHALL
BE SUBMITTED TO THE HUNTERSVILLE ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. THE TOWN OF
HUNTERSVILLE SHALL BE COPIED ON ALL STATEMENTS OF SPECIAL INSPECTIONS, SPECIAL INSPECTIONS FINAL
REPORTS, AND DESIGN PRINCIPAL IN RESPONSIBLE CHARGE (DPIRC) LETTERS.
VICINITY MAP
SCALE: 1" = 500'
Sheet List Table
Sheet
Number
Sheet Title
C-000
COVER
C-001
ALTA SURVEY
C-002
ALTA SURVEY
C-100
OVERALL DEMOLITION PLAN
C-101
TREE SURVEY
C-102
DEMOLITION PLAN
C-103
DEMOLITION PLAN
C-104
DEMOLITION PLAN
C-105
DEMOLITION PLAN
C-106
DEMOLITION PLAN
C-107
DEMOLITION PLAN
C-108
DEMOLITION PLAN
C-109
DEMOLITION PLAN
C-110
DEMOLITION PLAN
C-200
OVERALL SITE PLAN
C-201
SITE PLAN NOTES
C-202
SITE PLAN NOTES - IMPERVIOUS AREAS
C-203
SITE PLAN
C-204
SITE PLAN
C-205
SITE PLAN
C-206
SITE PLAN
C-207
SITE PLAN
C-208
SITE PLAN
C-209
SITE PLAN
C-210
SITE PLAN
C-211
SITE PLAN
C-300
OVERALL EROSION CONTROL STAGE I PLAN OVERALL
C-301
EROSION CONTROL NOTES
C-302
EROSION CONTROL STAGE I PLAN
C-303
EROSION CONTROL STAGE I PLAN
C-304
EROSION CONTROL STAGE I PLAN
C-305
EROSION CONTROL STAGE I PLAN
C-306
EROSION CONTROL STAGE I PLAN
C-307
EROSION CONTROL STAGE I PLAN
C-308
EROSION CONTROL STAGE I PLAN
C-309
EROSION CONTROL STAGE I PLAN
C-310
EROSION CONTROL STAGE I PLAN
C-311
OVERALL EROSION CONTROL STAGE II PLAN OVERALL
C-312
EROSION CONTROL STAGE II PLAN
C-313
EROSION CONTROL STAGE II PLAN
C-314
EROSION CONTROL STAGE II PLAN
C-315
EROSION CONTROL STAGE II PLAN
C-316
EROSION CONTROL STAGE II PLAN
C-317
EROSION CONTROL STAGE II PLAN
C-318
EROSION CONTROL STAGE II PLAN
C-319
EROSION CONTROL STAGE II PLAN
C-320
EROSION CONTROL STAGE II PLAN
C-321
OVERALL EROSION CONTROL STAGE III PLAN OVERALL
C-322
EROSION CONTROL STAGE III PLAN
C-323
EROSION CONTROL STAGE III PLAN
C-324
EROSION CONTROL STAGE III PLAN
C-325
EROSION CONTROL STAGE III PLAN
C-326
EROSION CONTROL STAGE III PLAN
C-327
EROSION CONTROL STAGE III PLAN
C-328
EROSION CONTROL STAGE III PLAN
C-329
EROSION CONTROL STAGE III PLAN
C-330
EROSION CONTROL STAGE III PLAN
C-400
OVERALL GRADING PLAN
C-401
GRADING NOTES
C-402
STORM SCHEDULES
C-403
STORM SCHEDULES
C-404
STORM SCHEDULES
C-405
GRADING PLAN
C-406
GRADING PLAN
C-407
GRADING PLAN
C-408
GRADING PLAN
W BgBEST/C
FARM�''OgO�<< y
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SITE
1
TRO�BgooUR�N
C9 E
VICINITY MAP 1" = 1000'
C-409
GRADING PLAN
C-410
GRADING PLAN
C-411
GRADING PLAN
C-412
GRADING PLAN
C-413
GRADING PLAN
C-414
DRAINAGE AREA MAP
C-415
DRAINAGE AREA MAP
C-416
DRAINAGE AREA MAP
C-417
DRAINAGE AREA MAP
C-418
DRAINAGE AREA MAP
C-419
DRAINAGE AREA MAP
C-420
DRAINAGE AREA MAP
C-421
DRAINAGE AREA MAP
C-422
DRAINAGE AREA MAP
C-423
DRAINAGE AREA MAP
C-424
PRE DEVELOPMENT DRAINAGE AREA MAP
C-425
POST DEVELOPMENT DRAINAGE AREA MAP
C-426
STORM PROFILES
C-427
STORM PROFILES
C-428
STORM PROFILES
C-429
STORM PROFILES
C-430
STORM PROFILES
C-431
STORM PROFILES
C-432
STORM PROFILES
C-433
STORM PROFILES
C-434
STORM PROFILES
C-435
STORM PROFILES
C-502
AVAST DRIVE PLAN AND PROFILE
C-503
WHITAKER POINTE DRIVE PLAN AND PROFILE
C-504
WHITAKER POINTE DRIVE PLAN AND PROFILE
C-505
CATBOAT STREET PLAN AND PROFILE
C-506
CATBOAT STREET PLAN AND PROFILE
C-507
REFLECTIONS DRIVE PLAN AND PROFILE
C-508
BRIDGEGATE DRIVE PLAN AND PROFILE
C-509
BRIDGEGATE DRIVE PLAN AND PROFILE
C-510
BRIDGEGATE DRIVE PLAN AND PROFILE
C-511
HELMANS DRIVE PLAN AND PROFILE
C-512
HELMANS DRIVE PLAN AND PROFILE
C-513
ABBEY HOUSE LANE PLAN AND PROFILE
C-514
ABBEY HOUSE LANE PLAN AND PROFILE
C-515
ABBEY HOUSE LANE PLAN AND PROFILE
C-700
SITE DETAILS AND NOTES
C-701
SITE DETAILS AND NOTES
C-702
DETAILS AND NOTES
C-703
DETAILS AND NOTES
C-704
DETAILS AND NOTES
C-705
DETAILS AND NOTES
C-706
DETAILS AND NOTES
C-707
DETAILS AND NOTES
C-708
DETAILS AND NOTES
C-709
DETAILS AND NOTES
C-710
AUTOTURN MOVEMENTS
C-711
AUTOTURN MOVEMENTS
C-712
SCM NO.1 - SAND FILTER
C-713
SCM NO.2 - SAND FILTER
C-714
SCM NO.3 - WET POND
C-715
SCM NOA - WET POND
L-101
PLANTING NOTES
L-102
PLANTING PLAN
L-100
OVERALL PLANTING PLAN
L-103
PLANTING PLAN
L-104
PLANTING PLAN
L-105
PLANTING PLAN
L-106
PLANTING PLAN
L-107
PLANTING PLAN
L-108
PLANTING PLAN
L-109
PLANTING PLAN
L-110
PLANTING PLAN
L-111
WET POND PLANTING
%%
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D RAW N BY
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARYTO INSURE SAFETYTO THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CITY OF CONCORD
UTILITY DEPARTMENT SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
S. GREER
DESIGNED BY
K. BRADLEY
CHECKED BY
C. TODD
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