SWA000167_Plansheet C-0.0 - Cover Sheet_20220912

DocuSign Envelope ID: B6602EE4-92AC-475C-A50C-00356589D38A
3
SITE DATA
PROJECT-
ENGINEER -
DEVELOPER:
PROPERTY LOCATION:
PINS:
ZONING-
TOWNSHIP -
PROPOSED USE:
TOTAL TRACT AREA:
HOLDEN VILLAGE
MAJOR SUBDIVISION
SITE DEVELOPMENT / CONSTRUCTION PLAN
HOLDEN VILLAGE
TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
MIKE ZACCARDO, PE
EMAIL: [e-mail]
EASTWOOD HOMES OF RALEIGH, LLC
6601 SIX FORKS ROAD SUITE 100
RALEIGH, NC 27607
PHONE: [phone]
[e-mail]
HOLDEN ROAD
YOUNGSVILLE, NC 27596
1842-89-9114 & 184288-6420
MU-1
YOUNGSVILLE
OPEN SPACE SUBDIVISION/
MULTI -FAMILY RESIDENTIAL
29.26 ACRES
THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN OF
YOUNGSVILLE. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW
CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF YOUNGSVILLE HAVE
BEEN THOROUGHLY CHECKED AND ARE APPLICABLE TO THIS PROJECT. ANY
EXCEPTIONS TO THE STANDARD SPECIFICATIONS APPLICABLE ARE SHOWN ON THIS
SHEET.
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YOUNGSVILLE, NC 27569
FRANKLIN COUNTY
SUBMITTAL DATE: AUGUST 19,2022
GENERAL NOTES:
1. FIELD TOPOGRAPHIC SURVEY PREFORMED BY TIMMONS GROUP ON JUNE 16, 2021 & NOVEMBER 22, 2021.
2. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER PRIOR TO ANY DIGGING.
3. ALL PUBLIC WATER IMPROVEMENTS SHALL CONFORM TO ALL TOWN OF YOUNGSVILLE, FRANKLIN COUNTY PUBLIC UTILITIES DEPT. AND NCDEQ PWS STANDARDS AND
SPECIFICATION. ALL SANITARY SEWER IMPROVEMENTS SHALL CONFORM TO ALL TOWN OF YOUNGSVILLE, FRANKLIN COUNTY PUBLIC UTILITIES DEPT. AND NCDEQ DWQ
STANDARDS AND SPECIFICATION.
4. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY CONFLICT BEFORE PERFORMING WORK IN THE AFFECTED AREA.
5. THE CONTRACTOR IS RESPONSIBILITY FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE AND BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK
PERFORMED BY THE CONTRACTOR.
6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST COLLAPSE AND SHALL PROVIDE BRACING,SHEETING, OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPES ARE BEING PLACED, DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENT AGENCIES AND
WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS AT THE SOLE COST OF THE CONTRACTOR.
8. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED IN THE AREA BY OTHER CONTRACTORS AND UTILITY
COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES.
9. PIPE SPECIFICATION
A.) WATER MAINS:
ALONG EXISTING ROAD SHOULDERS: C900 PVC, CLASS 150, DR 18 PVC
WITHIN PAVEMENT: DUCTILE IRON
B.) WATER SERVICE: SOFT COPPER TYPE 'K' 1 , x 4" x 4" , DIRECT TAPS 4" AND 1" DUCTILE IRON ALLOWED
C.) SANITARY SEWER MAINS:
BURY DEPTHS 0'-10': SDR 35 PVC, C-900 DR 18 CLASS 235 PVC
BURY DEPTHS <12': DUCTILE IRON WITH 401 PROTECTO CERAMIC EXPDXY LINING
D.) SANITARY SEWER SERVICE:
WHEN TAPPING MAIN IS PVC: C900 OR SDR 35 PVC, SCH. 40. MIN 4" PER FOOT SLOPE.
WHEN TAPPING MAIN IS DUCTILE IRON: DUCTILE IRON WITH MIN. 4" PER FOOT SLOPE.
SERVICE RISERS PVC DOWN TO 15' THEN DUCTILE IRON
E.) SANITARY SEWER MANHOLES:
DEPTHS 0'- 10': 4' DIAMETER
DEPTHS 10' - 15' : 5' DIAMETER
DEPTHS <15' : 6' DIAMETER
VICINITY MAP
1 "=500'
CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MATERIALS ORDERED PRIOR TO
FINAL, APPROVED PLANS THAT ARE RELEASED FOR CONSTRUCTION, AND IS
RESPONSIBLE FOR MAKING ALL ADJUSTMENTS TO THOSE MATERIALS TO MEET
THE FINAL, APPROVED DESIGN, SUCH AS STRUCTURE HEIGHTS, ANGLES, PIPE
MATERIALS, ETC., WITHOUT ADDITIONAL COST TO DEVELOPER OR ENGINEER.
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C1.0
EXISTING CONDITIONS
C2.0
OVERALL SITE PLAN
C2.01
SITE PLAN NOTES AND DETAILS
C2.1
DETAILED SITE PLAN (1 OF 2)
C2.2
DETAILED SITE PLAN (2 OF 2)
C3.0
OVERALL UTILITY PLAN
C3.01
FRANKLIN COUNTY UTILITY STANDARDS CHECKLIST
C3.1
DETAILED UTILITY PLAN (1 OF 2)
C3.2
DETAILED UTILITY PLAN (2 OF 2)
C4.0
OVERALL GRADING PLAN
C4.1
DETAILED GRADING PLAN (1 OF 2)
C4.2
DETAILED GRADING PLAN (2 OF 2)
C4.3
DETAILED GRADING PLAN - RETAINING WALLS
C4.10
STORM SEWER SCHEDULE
C5.1
ANGLER STREET PLAN AND PROFILE (STA 9+50 - 18+50)
C5.2
ANGLER STREET PLAN AND PROFILE (STA 18+50 - 27+50)
C5.3
BLUEFISH CIRCLE PLAN AND PROFILE
C5.4
WEATHERS STREET PLAN AND PROFILE
C5.5
ANGELFISH LANE PLAN AND PROFILE (STA 9+50 TO 17+00)
C5.6
ANGELFISH LANE PLAN AND PROFILE (STA 17+00 TO 24+50)
C5.7
AMBERJACK LANE PLAN AND PROFILE
C5.8
PICKEREL LANE PLAN AND PROFILE
C5.9
HERRING LANE PLAN AND PROFILE
C5.10
STORM OUTFALL PROFILES - SHEET 1 OF 2
C5.11
STORM OUTFALL PROFILES - SHEET 2 OF 2
C6.0
SCM 1 PLAN AND PROFILE
C6.1
SCM NOTES AND DETAILS
C8.0
OFFSITE ROADWAY IMPROVEMENTS- HOLDEN ROAD
C8.1
HOLDEN ROAD IMPROVEMENT CROSS SECTIONS
C8.2
HOLDEN ROAD IMPROVEMENT CROSS SECTIONS
C9.0
OVERALL LANDSCAPE PLAN
C9.1
DETAILED LANDSCAPE PLAN (1 OF 2)
C9.2
DETAILED LANDSCAPE PLAN (2 OF 2)
C11.1
SITE DETAILS AND NOTES
C11.2
SITE DETAILS AND NOTES
C11.3
SITE DETAILS AND NOTES
C11.4
SITE DETAILS AND NOTES
C11.10
STORM DRAINAGE DETAIL AND NOTES
C11.11
STORM DRAINAGE DETAIL AND NOTES
C11.20
UTILITY DETAILS AND NOTES
C11.21
UTILITY DETAILS AND NOTES
C11.22
UTILITY DETAILS AND NOTES
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
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