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1 TROUTMAN, NORTH CAROLINA SHEET INDEX
MOUNT PLEASANT,Sc
843.884.1667
Sheet Number Sheet Title Sheet Number Sheet Title
GREENVILLE,SC
864.298.0534
PARCEL # 473 29-59 334 C1.0 TITLESHEET C4.0 GRANNIS LANE-ROAD PLAN&PROFILE SUMMERVILLE,SC
C1.1 LEGEND&REVISION NOTES C4.1 WAKEFIELD LANE-ROAD PLAN AND PROFILE 843.972.0710
SITE OVERVIEW C2.0 OVERALL PRELIMINARY PLAT C4.2 WAKEFIELD LANE-ROAD PLAN AND PROFILE SPARTANBURG,SC
864.272.1272
C2.1 PRELIMINARY PLAT C4.3 CARROWAY LOOP-ROAD PLAN&PROFILE CHARLOTTE,NC
\ \/ C2.2 PRELIMINARY PLAT C5.0 OVERALL GRADING&DRAINAGE PLAN 980.312.5450
\ C2.3 PRELIMINARY PLAT C5.1 OVERALL DRAINAGE AREAS WWW.SEAMONWHITESIDE,00M
g C3.0 OVERALL EROSION CONTROL PLAN-PHASE 1 C5.2 GREENWAY DRAINAGE AREAS
1 C C3.1 EROSION CONTROL PLAN-PHASE 1A C5.3 GRADING&DRAINAGE PLAN
/ L C3.2 EROSION CONTROL PLAN-PHASE 1B C5.4 GRADING&DRAINAGE PLAN
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3 fit,M■MIN 7�t 1 I t,t_ , i i - C3.11 GREENWAY&SEWER EROSION CONTROL PLAN-PHASE 1B C5.13 GREENWAY LINE AND CURVE TABLES =my, ASSOCIATES,INC.:o
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$i w¢ II' � \ _ C3.25 GREENWAY&SEWER EROSION CONTROL PLAN-PHASE 2 C6.4 UTILITY PLAN AND PROFILE-MH 117-MH 124(OFFSITE)
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w o i? _ C3.27 OVERALL OFFSITE SEWER EROSION CONTROL PLAN-PHASE 2 C6.6 UTILITY PLAN AND PROFILE-MH 130-MH 137(OFFSITE)
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SCALE:1"=1000'
S G C3.42 EROSION CONTROL DETAILS C6.21 WATER PLAN AND PROFILE ct 5 N
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N C3.44 EROSION CONTROL DETAILS C6.23 WATER PLAN AND PROFILE V Il
SITE LOCATION MAP GENERAL NOTES PROJECT CONTACTS C6.24 WATER PLAN AND PROFILE
C6.25 WATER PLAN AND PROFILE
IX
PROJECT SURVEY INFORMATION AND CONTRACTOR VERIFICATION REQUIREMENTS C6.26 SEWER DETAILS
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DEVELOPER: CIVIL ENGINEER&LANDSCAPE ARCHITECT: SOURCES: C6.27 SEWER DETAILS
1. BOUNDARY,TOPOGRAPHIC,TREE,WETLAND DELINEATION,AND OTHER EXISTING BBC WAKEFIELD,LLC SEAMON WHITESIDE&ASSOCIATES,LLC SURVEYOR Z
CONDITIONS SHOWN ARE FROM SURVEY PREPARED BY YARBROUGH-WILLIAMS& C6.28 WATER DETAILS
Po 7224 JAMESON WAY 230 E PETERSON DR.,SUITE B YARBROUGH-WILLIAMS&HOULE,INC
HOULE,INC.SURVEYING COMPANY,TITLED"RECORD PLAT-63.882 ACRES",DATED C6.29 WATER DETAILS
1/30/23.THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED STANLEY,NC 28164 CHARLOTTE,NC 28217 730 WINDSOR OAK COURT
FROM"YARBROUGH-WILLIAMS&HOULE,INC.SURVEYING COMPANY"AND IS NOT CONTACT:ANDY BREIT/FRANCES CHARLOTTE,NC 28273 SW+PROJECT: CL1344
o 7 a CERTIFIED AS CORRECT BY THIS ENGINEER. YARBROUGH DATE 5/16/2024
9 DRAWN BY: ATB
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a,, 2. PER REFERENCE SURVEY,ALL ELEVATIONS ARE BASED ON NAVD88(2011)VERTICAL CHECKED BY: FTY
o b°e.' 9�� ++,, °••, " DATUM.HORIZONTAL DATUM IS STATE PLANE NC NAD83(2011).REFER TO SURVEY FOR
'a o°c'e' - BENCHMARK REFERENCE AND/OR LOCATION.CONTACT OWNER FOR ANY MISSING OWNER: UTILITY CONTACTS: MUNICIPALITY CONTACTS: REVISION HISTORY
,i' 5�� ""` - BOUNDARY PINS,MONUMENTS,OR VERTICAL DATUM BENCHMARKS NEEDED FOR BARIUM SPRINGS HOME FOR TROUTMAN SEWER DEPARTMENT ANDREW VENTRESCA
,�}` ESTABLISHING CONSTRUCTION STAKING CONTROL. CHILDREN 400 NORTH EASTWAY DRIVE INTERIM PLANNING DIRECTOR
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PERIMETER BOUNDARY TROUTMAN,NC 28166 400 NORTH EASTWAY DRIVE
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wu w . �z" ' PROPERTY CORNERS AND VERIFYING BOUNDARY DATA AGAINST CONSTRUCTION 704-528-7605 TROUTMAN,NC 28166
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"1" PLANS AND/OR ELECTRONIC FILE INFORMATION PROVIDED TO THE CONTRACTOR. [e-mail]
3 N. 704-528-7600
en P 4. PRIOR TO STARTING CONSTRUCTION,INCLUDING LAND DISTURBING ACTIVITIES,THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS,INCLUDING
` •_ BUT NOT LIMITED TO TOPOGRAPHIC,TREE,STORM DRAINAGE FACILITIES,AND ALL TITLESHEET
N UTILITIES.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ENGINEER.THEREFORE,THE
s , ' " ,._"„ CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT VERTICAL AND
?� HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES.ANY DISCREPANCIES OR
CONFLICTS IDENTIFIED DURING VERIFICATION OF EXISTING CONDITIONS AND
UTILITIES SHALL BE REPORTED TO THE OWNER AND ENGINEER.ANY COSTS
ASSOCIATED WITH CORRECTIVE WORK OR DAMAGES THAT ARE A RESULT OF THE
CONTRACTOR NOT VERIFYING EXISTING CONDITIONS AND THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UTILITIES WILL BE THE CONTRACTOR'S •O
RESPONSIBILITY. ClI
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