NCC232107_Site Plan or Location Map_20230714

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CONSTRUCTION DOCUMENTS - PHASE 1 & 2 06/15/2023
ROLESVILLE PROJECT # CD 21-08 E
1801 ROLESVILLE RD
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ROLESVILLE, NORTH CAROLINA 27587 < v= Zww
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OWNERS: DEVELOPER: CIVIL ENGINEER: SURVEYOR: BUFFER/WETLAND: d=�. `CgFFD
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p51 Y Y00 HC ROLESVILLE INVESTMENTS, LLC HOPPER COMMUNITIES, INC TIMMONS GROUP TIMMONS GROUP SOIL AND ENVIRONMENTAL CONSULTANTS, PA o
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1616 CLEVELAND AVE 1616 CLEVELAND AVE PATRICK BARBEAU, P.E. TERRY WESTENDORF, PLS STEVEN BALL, RF, PWS - a 0 u w woN
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CHARLOTTE, NC 28203 CHARLOTTE NC 28203 5410 TRINITY ROAD; SUITE 102 5410 TRINITY ROAD; SUITE 102 8412 FALLS OF NEUSE ROAD, SUITE 104 22 z Z ic
PH: [phone] PH: [phone] RALEIGH, NC 27607 RALEIGH, NC 27607 RALEIGH, NC 27615 50„,>
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SITE DATA TABLE [e-mail] [e-mail] [e-mail] o w
PROJECT NAME: WHEELER TRACT = a
APPLICANT/PROPERTY OWNER: HOPPER COMMUNITIES INC./HC (BOUNDARY ONLY) g
ROLESVILLE,LLC F
1767-48-3143(46.8 AC) 15.4.5-STREETS o IV IV IVN IV
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PIN(S): >> o 0 0 0 0
1767-58-6083(44.59 AC) 15.4.5.1 F N N N N N
DEED REFERENCE: D.B.005456 PG.00627 TYPE OF STREET REQUIRED u ap a a N RI a
D.B.009828 PG.00902 ALL SUBDIVISION LOTS SHALL ABUT AT LEAST 20 FEET ON A PUBLIC STREET.ALL PUBLIC• a m. o ,.
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BM1998-01776 STREETS SHALL BE DEDICATED TO THE TOWN OF ROLESVILLE,THE STATE OF NORTH o
PLAT REFERENCE: FORCE MAIN PLAT:BM2023 PG 1009&1010 • CAROLINA OR THE PUBLIC AS DETERMINED APPROPRIATE BY THE BOARD OF DATE
COMMISSIONERS OF THE TOWN OF ROLESVILLE.ALL PUBLIC STREETS SHALL BE BUILT Lu
1801 ROLESVILLE RD 09/17/2021
PROPERTY ADDRESS: ROLESVILLE,NC 27587 TO THE STANDARDS OF THIS ORDINANCE AND ALL OTHER APPLICABLE STANDARDS OF 0
• THE TOWN OF ROLESVILLE AND THE NORTH CAROLINA DEPARTMENT OF r DRAWN BY
EXISTING ZONING: R-3-CZ TRANSPORTATION.PUBLIC STREETS NOT DEDICATED TO THE TOWN WHICH ARE
CURRENT USE: RESIDENTIAL ELIGIBLE FOR ACCEPTANCE INTO THE STATE HIGHWAY SYSTEM SHALL BE R.WINGATE
CONSTRUCTED TO THE STANDARDS NECESSARY TO BE PUT ON THE STATE HIGHWAY
PROPOSED USE: RESIDENTIAL SYSTEM OR THE STANDARDS IN THIS ORDINANCE,WHICHEVER IS STRICTER,IN REGARD DESIGNED BY
TO EACH PARTICULAR ITEM AND SHALL BE PUT ON SUCH SYSTEM.STREETS NOT
SINGLE FAMILY:177 •• P.BARBEAU
UNIT COUNT: TOWNHOUSE:120 DEDICATED TO THE TOWN WHICH ARE NOT ELIGIBLE TO BE PUT ON THE STATE HIGHWAY
ISITE SYSTEM BECAUSE THERE ARE TOO FEW LOTS OR RESIDENCES SHALL,NEVERTHELESS, • CHECKED BY
TOTAL PROJECT AREA: 90.65 AC AFTER RNJ DEDICATION BE DEDICATED TO THE PUBLIC AND SHALL BE IN ACCORDANCE WITH THE STANDARDS IN
ROLESVILLE ROAD:1/2 OF 100'RIW THIS ORDINANCE OR THE STANDARDS NECESSARY TO BE PUT ON THE STATE HIGHWAY • P.BARBEAU
SYSTEM,WHICHEVER IS STRICTER IN REGARD TO EACH PARTICULAR ITEM,SO AS TO BE
PROPOSED NEW PUBLIC RIW _ __ si EROSION CONTROL,STORMWATER SCALE
MITCHELL MILL ROAD:1/2 OF 110'PER TOWN ELIGIBLE TO BE PUT ON THE SYSTEM AT A LATER DATE.A WRITTEN MAINTENANCE AND FLOODPLAIN MANAGEMENT •
DEDICATION: , AGREEMENT WITH PROVISIONS FOR MAINTENANCE OF THE STREET UNTIL IT IS PUT ON AS SHOWN
INTERNAL ROADS:50'AND 60'AND 63'RAN 46/ \ THE STATE SYSTEM SHALL BE INCLUDED WITH THE FINAL PLAT. APPROVED 0
WATERSHED: BUFFALOE CREEK \ EROSION CONTROL 0 S-
15.4.5.2 STORMWATER MGMT.❑S-
RIVER BASIN: NEUSE ' jai„ SUBDIVISION STREET DISCLOSURE STATEMENT FLOOD STUDY❑S-
"" o ALL STREETS SHOWN ON THE FINAL PLAT SHALL BE DESIGNATED IN ACCORDANCE WITH •
TOTAL:90.1 AC y � z G.S.§136-102.6 AND DESIGNATION AS PUBLIC SHALL BE CONCLUSIVELY PRESUMED AN DATE
DISTURBED AREA: SINGLE FAMILY RESIDENTIAL:71.2 AC I' - OFFER OF DEDICATION TO THE PUBLIC.WHERE STREETS ARE DEDICATED TO THE
TOWN HOME COMMERCIAL:18.9 AC _ I A I I R PUBLIC BUT NOT ACCEPTED INTO A MUNICIPAL OR THE STATE SYSTEM,BEFORE LOTS21 r..oa.mu.C.s.=u+Taas.ru..r
VICINITY MAP ARE SOLD,A STATEMENT EXPLAINING THE STATUS OF THE STREET SHALL BE INCLUDEDOM
WITH THE FINAL PLAT. y�
1"= 1000' Roalne CO
Sheet List Table C2.21 ROAD 6 PLAN&PROFILE C4.11 EROSION CONTROL-STAGE 2 C8.2 SCM 3 DETAILS R8.03 ROLESVILLE ROAD CROSS SECTIONS APPROVED FOR COMPLIANCE 0
Sheet C2.22 ROAD 8 PLAN&PROFILE C4.12 EROSION CONTROL-STAGE 2 C8.3 SCM 4 DETAILS as Project:. Pt: -
Number Sheet Title C2.23 ROAD 9 PLAN&PROFILE C4.13 EROSION CONTROL-STAGE 2 STREAM CROSSINGS C8.4 SCM 5 DETAILS R8.04 MITCHELL MILL ROAD CROSS SECTIONS ar. wte CVR COVER PAGEline,.pupsAweew.•paw.drp,"„a�.c.n..,.cpd..e (N(V r.
C2.24 ROAD 10 PLAN&PROFILE - - C8.5 SCM NOTES&DETAILS R8.05 MITCHELL MILL ROAD CROSS SECTIONS abm•^duro �"°^°"• i
C4.14 EROSION CONTROL-STAGE 2 FORCE MAIN 1,..tovatem ts.co'.ad..,n mpo ea,.krence.
CO.0 PROJECT NOTES AND SITE DETAILS C2 0 Lil Q
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.25 ROUNDABOUT CURB PLAN&PROFILE - - L1.0 OVERALL LANDSCAPE PLAN R8.06 MITCHELL MILL ROAD CROSS SECTIONS .,.a r,
C4.15 EROSION CONTROL STAGE 2 LIMITS OF
C1.0 OVERALL EXISTING CONDITIONS AND DEMOLITION C2.26 PAVEMENT MARKING&SIGNAGE PLAN L1.1 LANDSCAPE PLAN R8.07 MITCHELL MILL ROAD CROSS SECTIONS a
PLAN DISTURBANCE s-i U Z
C2.27 PAVEMENT MARKING&SIGNAGE PLAN C5.0 OVERALL UTILITY PLAN L1.2 LANDSCAPE PLAN R8.08 MITCHELL MILL ROAD CROSS SECTIONS ATTENTION CONTRACTORS I
C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN The Construction Contractor responsible for the extension of water, U l
C2.28 PAVEMENT MARKING&SIGNAGE PLAN C5.1 UTILITY PLAN L1.3 LANDSCAPE PLAN R8.09 MITCHELL MILL ROAD CROSS SECTIONS sewer,and/or, reuse,as approved in these plans,is responsible for Ce
C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN Q
C5.2 UTILITY PLAN L1.4 LANDSCAPE PLAN R8.10 MITCHELL MILL ROAD CROSS SECTIONS concocting the Public Utilities Department at(pt9)9pd-asto et 0 U
C2.29 PAVEMENT MARKING&SIGNAGE PLAN O
C1.3 EXISTING CONDITIONS AND DEMOLITION PLAN least twenty fur hours prior to beginning any of their construction. z =
C3.0 OVERALL GRADING AND DRAINAGE PLAN C5.3 UTILITY PLAN L1.5 LANDSCAPE PLAN PS-100 PUMP STATION PLAN
C1.4 EXISTING CONDITIONS AND DEMOLITION PLAN Failure to notify both City Departments in advance of beginning LL1 7 O W
C3.1 GRADING AND DRAINAGE PLAN C5.4 UTILITY PLAN L1.6 LANDSCAPE PLAN PS-101 PUMP STATION LAYOUT AND SECTIONS onso-uction,will result in the issuance of L I�
C1.5 ANNEXATION PLAT monetary and require Z �./
C3.2 GRADING AND DRAINAGE PLAN C5.5 SANITARY SEWER TABLES L1.7 LANDSCAPE PLAN PS-102 PUMP STATION DATA reinstallation of any water or sewer facilities not inspected as a result Z Z. Qa 9
C2.0 OVERALL SITE PLAN of this notification failure. LLI /v)
C3.3 GRADING AND DRAINAGE PLAN C5.6 SANITARY SEWER OUTFALL PLAN&PROFILE L1.8 LANDSCAPE PLAN PS-103 PUMP STATION DETAILS U
C2.1 SITE PLAN Z -
Failure to call for Inspection,Install a Downstream Plug,have
C3.4 GRADING AND DRAINAGE PLAN C5.7 MITCHELL MILL FORCE MAIN PLAN AND PROFILE L1.9 LANDSCAPE PLAN PS-104 PUMP STATION DETAILS J
C2.2 SITE PLAN Permitted Plans on the Jobsite,or any other Violation of C'ty of O Ui w
C3.5 STORM SEWER TABLES C5.8 MITCHELL MILL AND ROLESVILLE FORCE MAIN L1.10 LANDSCAPE PLAN PS-105 PUMP STATION DETAILS Raleigh Standards will result in a Fine and Possible Exelasionfrom Q O U > i
C2.3 SITE PLAN future work m the City of Raleigh. Z uJ -
PLAN AND PROFILE y a C3.6 STORM SEWER TABLES L1.11 LANDSCAPE PLAN PS-106 PUMP STATION DETAILS a
m C2.4 SITE PLAN C5.9 MULBERRY TREE DRIVE FORCE MAIN PLAN AND J Q V 'o
C3.7 STORM SEWER TABLES L1.12 LANDSCAPE PLAN E1.1 ELECTRICAL-SITE PLAN,NOTES&LEGEND C) U 3 u
C2.5 PHASING PLAN PROFILE , m
a C2.6 OPEN SPACE PLAN C3.8 STORM PROFILES C5.10 MULBERRY TREE DRIVE FORCE MAIN PLAN AND L2.0 LANDSCAPE NOTES&DETAILS 1 E1.2 PUMP STATION PLAN-ELECTRICAL Public cC UJ
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a C3.9 STORM PROFILES PROFILE L2.1 LANDSCAPE NOTES&DETAILS 2 E1.3 ODOR CONTROL BUILDING FLOOR PLAN- Water Distribution/Extension System ZU W @ E
C2.9 ROAD 1 PLAN&PROFILE C5.11 TANSLEY CREST LOOP FORCE MAIN PLAN AND ELECTRICAL The City or Raleigh consents to the connection and extension of the J j >�
C4.0 EROSION CONTROL-STAGE 1 OVERALL R1.00 COVER SHEET Ciys public water system as shown on this plan.The material and I in E°
C2.10 ROAD 1 PLAN&PROFILE PROFILE Construction methods used for this project shall mnfonn to the H J al a=
E2.1 RISER AND DETAILS "
RI C4.1 EROSION CONTROL STAGE 1 SPEC TABLES - - I standards and specifications of the Ciys Public utilities Handbook. ^"
la C2.11 ROAD 2 PLAN&PROFILE C5.12 MITCHELL MILL WATER MAIN PLAN AND PROFILE R2.00 GENERAL NOTES,DETAILS&CONVENTIONAL E3.1 SCHEDULES tit O a.
C4.2 SEDIMENT BASIN GRADING DETAIL - - IY 'o=
C2.12 ROAD 2 PLAN&PROFILE C5.13 MITCHELL MILL WATER MAIN PLAN AND PROFILE SYMBOLS City of Raleigh C) re"
_ E4.1 SPECIFICATIONS Public Uta�nes Department Permitk 0 Z y i
C4.3 SEDIMENT BASIN GRADING DETAIL _ R2.01 TYPICAL SECTIONS /n VD C2.13 ROAD 2 PLAN&PROFILE C5.14 STREET LIGHTING PLAN _ E4.2 SPECIFICATIONS Authorization to Construct see digital smnawre v, C P:
C4.4 SEDIMENT BASIN GRADING DETAIL R2.02 STANDARD DETAILS
C2.14 ROAD 2 PLAN&PROFILE C7.0 SITE DETAILS _ E4.3 SPECIFICATIONS
r C4.5 SEDIMENT BASIN GRADING DETAIL - R3.01 EXISTING CONDITIONS&PLAN&STRIPING SHEET
C2.15 ROAD 3 PLAN&PROFILE C7.1 SITE DETAILS 1 0 5
C4.6 STREAM CROSSING EROSION CONTROL 1 _ _ E4.4 SPECIFICATIONS
> R3.02 GRADING&PROFILE SHEET 0
v 5 o C2.16 ROAD 3 PLAN&PROFILE C7.2 STORM DRAINAGE DETAILSn.3
C4.7 STREAM CROSSING EROSION CONTROL 2 - R3.03 EROSION CONTROL PLAN H1.1 ODOR CONTROL BUILDING FLOOR PLAN-
C2.17 ROADS 3 AND 7 PLAN&PROFILE C7.3 EROSION CONTROL&STORM DRAINAGE DETAILS PLUMBING Public _
ro C4.8 EROSION CONTROL-STAGE 2 OVERALL - R4.01 EXISTING CONDITIONS&PLAN&STRIPING SHEET M1.1 ODOR CONTROL BUILDING FLOOR PLAN- Sewer Collection/Extension System -"
ti C2.18 ROAD 3 PLAN&PROFILE C7.4 EROSION CONTROL DETAILS _="
E C4.9 EROSION CONTROL STAGE 2 - - R4.02 GRADING&PROFILE SHEET MECHANICAL me City of Raleigh consents to the connection and extension of the x=
C2.19 ROAD 3 PLAN&PROFILE C7.5 EROSION CONTROL NOTES AND DETAILSCity's public sewer system as shown on this plan.The material and
- - Construction methods used for this project shall conform to the 5
o C4.10 EROSION CONTROL-STAGE 2 R4.03 EROSION CONTROL PLAN
i C2.20 ROADS 4 AND 5 PLAN&PROFILE C7.6 EROSION CONTROL NOTES AND DETAILS CUL-DE-SACS standards and specifications of the City's Public Utilities Handbook. m�
C7.7 NCDOT DETAILS R5.01 EXISTING CONDITIONS&PLAN&STRIPING SHEET
R5.02 GRADING&PROFILE SHEET CUL-DE-SACS SHALL NOT EXCEED 250 FEET IN LENGTH FROM THE R
City of Raleigh `8
81
Public Utilities Department Permit k o
3 C7.8 UTILITY DETAILS NEAREST INTERSECTION.CUL-DE-SAC LENGTHS LONGER THAN a m o
A ® C7.9 UTILITY DETAILS 250 FEET WILL BE REVIEWED FOR APPROVAL ON A CASE-BY-CASEBASIS.AS SUCH,THE BOARD H Autnor tooatwnConstruct See digital signature a
\ / HOPPER - C7.10 UTILITY DETAILS R5.03 EROSION CONTROL PLAN Y DRIVE,
CARTERET DRIVE,AND DAVIE DARIVE S AS THESE CUAPPROVED R DE SAC JOB NO.
�' C7.11 SITE DETAILS R7.00 TRAFFIC MANAGEMENT PLAN STREETS EXCEED 250'IN LENGTH.PR21-02 04/05/2022.
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ch C8.0 SCM 1 DETAILS R8.01 ROLESVILLE ROAD CROSS SECTIONS 43398 -
KNOW WHAT'S BELOW. 1 - COMMUNITIES C8.1 SCM 2 DETAILS R8.02 ROLESVILLE ROAD CROSS SECTIONS I PRELIMINARY-NOT RELEASED FOR CONSTRUCTION I SHEET NO. _
m CALL 811 BEFORE YOU DIG. I ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE,CITY OF CVR V
S RALEIGH,NCDEQ AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS r'E
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