SAW-2022-02452_Drawings.pdf

GENERAL NOTES FOR THIS PLAN SHEET:
1. This plan sheet Is part of multiple plan sheets within an overall set of Contruction Drawings for Site Contructlon only. The plan sheets in
the construction drawings are designed, engineered, and produced In accordance with 21 NCAC 56.0701 and.1103. Each plan
sheet within the Construction Drawings shall not be considered final for construction unless appropriately signed and sealed by
Engineer as a final document. Additionally, all site permits and approvals from appropriate federal, state & local agencies must be
obtained prior to beginning any construction activity related to a pem,It/approval. Contact Engineer if there Is any question
regarding permits/approvals.
2. See also pertinent Detail Sheets forspecific construction details related to this plan sheet. See also Site Plan and/or
Notes/Specs/Legend sheet for additional. notes or specifications pertaining to the overall project.
SPECIAL/ADDITIONAL NOTES FOR THIS PLAN SHEET:
I.Purpose: The purpose of this Environmental Impacts Plan is to depict an overall layout for wetland impacts specifically forsubmittal and other details
related to Federal & State 4041401 permitting. This plan sheet is part of a full set of Construction Drawings and should be used In conjunction with
the full set that is approved and released for construction.
2. Overall Project Notes: See also SHEET C-0.00 for additional notes or specifications pertaining to the overall project.
LEGEND, SYMBOLS, ABBREVIATIONS
LEGEND — CML/SITE
EXISTING
PROPOSED
— _ _ _ _a_v — WATERLINE _V _
(ALL SIZES)
D4'0 BLOWOFF ►"
HYDRANT 04+
VALVE N
b REDUCER
O METER •
— — — — --_ss_ (EWERUNE
ALL SIZES) —� —
® MANHOLE •
a CLEANOUT •
STORM DRAINAGE
(ALL SIZES)
® CATCH BASIN O
DROP INLET/YARD INLET
OTHER SYMBOLS
,d POWER/UTILITY POLE
LIGHT POLE / AREA LIGHT
POWER/UTILITY POLE W/UGHT
® OTHER UTILITY PEDESTAL or POST
--- DH-E— OVERHEAD POWER/UTIUTY LINE
--- GAS--- GAS LINE (UNDERGROUND)
--- UG-E— UNDERGROUND ELECTRIC/POWER LINE
--- UG-CON— UNDERGROUND COMMUNICATION LINE
— DITCH/CHANNEL
— -. — STREAM/CREEK/RIVER
ENVIRONMENTAL IMPACTS TABLE
WETLANDS & US WATERS IMPACTS
NC STREAM BUFFER IMPACTS (BY STREAM CROSSINGS and OTHER IMPACTS)
DESCRIPTION
SQ.FT. ACRES LINEAR FT
DESCRIPTION
SQ.FT. ACRES LINEAR FT.
WETLAND - PERMANENT
'WV
9,097 0.209
PERPENDICULAR STREAM CROSSINGS
STREAM CROSSING #1
N/A- none
US STREAMS - PERMANENT
N/A - none
OTHER/NON-PERPENDICULARIMPACTS
ZONE 1- PARALLEL -PERMANENT
N/A - none
US STREAMS -TEMPORARY
N/A - none
ZONE 1 - PARALLEL - TEMPORARY
N/A - none
ZONE 2 - PARALLEL - PERMANENT
N/A - none
US OPEN WATER
N/A -none
ZONE 2- PARALLEL -TEMPORARY
N/A - none
BUFFERED STREAMS
N/A - none
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OTHER TERMINOLOGY
"MBSL"
MINIMUM BUILDING SETBACK LINE
"MH"
MANHOLE ("SS" = SANITARY SEWER)
"c/o"
= CLEANOUT
"WM" =
WATER METER
'WV'
WATER VALVE
'GV' -
GATE VALVE
"BV" =
BUTTERFLY VALVE
"FH' =
FIRE HYDRANT
"BFP'
- BACKFLOW PREVENTER
"RPZ"
- REDUCED PRESSURE BFP
"DCVA"
- DOUBLE CHECK VALVE ASSEMBLY BFP
'CB" =
CATCH BASIN (NCDOT - TYP)
'DI- =
DROP INLET (NCDOT - TYP)
'YI' =
YARD INLET
'd/e"
= DOWNSPOUT
'DIP" =
DUCTILE IRON PIPE
'PVC"
POLYVINYL CHLORIDE PIPE
'PE' =
POLYETHYLENE PIPE
"HDPE"
= HIGH -DENSITY POLYEHTYLENE PIPE
'RCP-
= REINFORCED CONCRETE PIPE
'PP' =
POWER POLE
"B/C"
= BACK OF CURB
"F/C"
= FACE OF CURB (AT FLOW LINE)
"LP"
LIGHT POLE
"PP/L"
- POWER POLE W/UGHT
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EXIST DITCH
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• CFNTEnEDONERl5r DIrC11" iflU. i •'p ••�-1,
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01 �# 0 .45rPPP� 113666
J#ARI OOOKOK '.
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LLl
CURRENT OWNER(S) OF RECORD
/ '�' • ' JONES CREEK, LLC
5160 INC HWY 42 W, GARNER, NC 27529
e DEED BOOK 6198, PAGE 540
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�•' , �• ��' : , ,m EOGEy018 PPO k'116 ` rn
%• "WI" - PERM WETLAND IMPACT• , �': g \fiOp\L 19'0
(HATCHED -TYP) !'-•-•�,tMERANDS�(T1P)�®% :0 �,6��00�26360a
SEE ENVIRON. IMPACT TABLE THIS SHEET
••�; .1,' . ✓ • .1' NO P\� \\\\\1111 lUlrgry
P. N
• 3r J UnLlc/JOwN %: ,j`• 'APPROX. 100 YR:�:4'
' U'nWnGL FD Eracr FLOODPLA/N
9 ' ' PER G/S OYP.)
7-1
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GRAPHIC SCALE
100 0 50 1 � D
I ( IN FEET )
1 inch = 100 ft.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S.
SURVEY FEET UNLESS OTHERWISE NOTED
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MCLAUG E N0000K 11h PAII 5560
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N, PIN
FINAL DRA WING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
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VIWN//Y MAY
NOT TO SCALE
TYPICAL SUBDIVISION LOT & SETBACKS (MINIMUM)
NO SCALE
REAR
04
FT
ISL 12'I-►-
I LOT
wo i NO,
75'
MIN. BLDG. SETBACK LINES (MBSL)
FRONT/STREET
25'
SIDE
12'
REAR:
25'
Ref: Zoning Ordinance 3-103.4 (Table 3-3)
LEGEND, SYMBOLS, ABBREVIAMONS
LEGEND - CML/SITE
EXISTING
PROPOSED
_--_-�-v-WATERLINE _y—
(ALL SIZES)
D40 BLOWOFF ►H
HYDRANT
pq VALVE ►�
D REDUCER ►
o METER a
- - - --cz-ss- SEWERUNE ass
(ALL SIZES)
® MANHOLE •
0 CLEANOUT •
STORM DRAINAGE
(ALL SIZES)
® - CATCH BASIN 0
0 DROP INLET/YARD INLET
OTHER SYMBOLS
¢ POWER/UTIUTY POLE
LIGHT POLE / AREA LIGHT
POWERNTIUTY POLE W/UGHT
® OTHER UTILITY PEDESTAL or POST
--- OH-E - OVERHEAD POWER/UTIUTY LINE
--- OAS --- GAS LINE (UNDERGROUND)
--- UG-E— UNDERGROUND ELECTRIC/POWER LINE
--- UG-COM- UNDERGROUND COMMUNICATION LINE
— • DITCH/CHANNEL
— STREAM/CREEK/RIVER
SITE INFORMA11ON FOR TOWN OF MICRO GENERAL NOTES FOR THIS PLAN SHEET:
Proposed Project Name: WELLONS PARK SUBDIVISION 1. This plan sheet is part of multiple plan sheets within an overall set of Contruction Drawings for Site Contraction only. The plan sheets in the construction
Pro
P ) drawings are designed, engineered, and produced in accordance with 21 NCAC 56.0701 and.1103. Each plan sheet within the Construction Drawings
Current Property Owner of Record: JONES CREEK, LLC shall not be considered final for construction unless appropriately signed and sealed by Engineer as a final document. Additionally, all site permits and
Developer/Applicant: JONES CREEK, LLC approvals from appropriate federal, state & local agencies must be obtained prior to beginning any construction activity related to a permit/approval.
Zoning: R-10 (Town of Micro) Contact Engineer if there Is any question regarding permtts/approvals.
Existing Use: UNDEVELOPED - FARM & WOODLAND 2. See also pertinent Detail Sheets forspecitic construction details related to this plan sheet.
Proposed Use: RESIDENTIAL SUBDIVISION
Electricity Provides DUKE ENERGY PROGRESS SPECIAL/ADDITIONAL NOTES FOR THIS PLAN SHEET.
Other Known Utility/Telecom Providers (not limited to): CENTURY LINK; SPECTRUM; AT&T 1. Purpose: The purpose of this Overall Site Plan and Layout Is to depict an overall layout of the Project with special detail given to Important dimensions and local planning/zoning requirements; INCLUDING depiction of overall
layout of lots, streets, water, sewer & stormwater. (See other plan sheets for more detailed Information related to other specific items of work). These plans do not express or Imply any Building/Structural designs or other
EXISTING PROPERTY/BOUNDARY INFO: building -code related elements within the building envelope. See engineered plans by others for any building or structural design elements. This plan sheet Is pad of a full set of Construction Drawings and should be used �0
Total BoundaryArea = 46.556 AC +/- (BY RECENT SURVEY)
Area In Existing NCDOT RN/ = 0.000 AC (BY RECENT SURVEY)
in conjunction with the full set that is approved and released for construction
2. Standard Specifications; The following Is a general summary of the STANDARD materials and construction methods for the Project. All asphalt paving shall be in accordance with the current standards andspecifications of the
in the the NCDO Including any testing of base materials
•,(' • • '
Area In AddCl Dedicated or Reserved NCDOT R/W = 0.0 AC
NCDOT. All compaction for grading In vehicular areas (including on -site parking lots or driveways) shall be accordance current standards and specifications of
and asphalt as required. Alt compaction for grading building pods shall be as specified in the separate building plans by others. Alt other grading shall be in accordance with minimum Industry standards. All public water
1� ,'
L�3 \ '; �. , • y ,
Other Areas Dedicated or Reserved = NONE
Net Usable/Buildable Site Area = 46,556 AC +/- Clear of Existing &Dedicated RM/
( 9 )
or sewer extensions, including services to the meter or cleanout, shall be In accordance with the current standards and specifications of the Town of Micro. All water or sewer services from the meter or cleanout to a
home or building shall be In accordance with the current NC Plumbing Code All storm drainage and/or culverts shall be In accordance with the current standards and specifications of the NCDOT. See SHEET C-0.00
`\A Q ' • �, • ,
\ r` • .•� • , • , ;
LOT & ZONING INFO and OTHER SITE AREAS:
for additional detailed specifications.
3. Work in Rights -of -Way or Easements: Any work In existing or proposed rights -of -way or easements (particularly NCDOT rights-cf-wayjshall be conducted according to the standards of the holder of the right-of-way or easement.
::�• , • ; •-
Minimum Lot Size per Zoning: 10,000 sq.ft.
Work In existing rights -of -way or easements shall also be conducted In accordance with any approved encroachment orpermit, and all conditions within the the permit. Contact DEVELOPER or ENGINEER with any
: j • ; •• • .
Minimum Lot Width per Zoning: 75 ft.
Maximum Lot Density per Zoning: N/A
questions regarding permitting.
4. Overall Project Notes: See also SHEET C-0.00 for additional notes or specifications pertaining to the overall project.
to the klosk. This Include to the route accessible, See SHEET C-6.00.
• • ' • ; -(t•
Proposed Number of Lots: 72 Lots
S. CBU Mailbox Klosk: An ADA Standard Curb Romp shall be provided from the vehicular area on the street mailbox shalt all std. slopes make
•j
Proposed Area In Street R/W: 4.595 AC (See Also Internal Street Info Below)
ADDITIONAL NOTES FOR TOWN OF MICRO:
/• ' ' • " O$ p
Required Area In Open Space: NIA
6. Town of Micro shall not be responsible for maintenance of any drainage or drainage easements outside of street rights -of -way (unless specifically dedicated and accepted as a Town Easement on a recorded plot
Proposed Area In Open Space (Usable/High-Ground): 0.878 AC
or deedj: but shall hove the right to enter, and repair or construct, within all dedicated drainage easements if drainage from within the easement negatively Impacts the Town's public street right-of-way.
' •�: •',
Proposed Area In Open Space (Natuml/Wettand): 18.945 AC
Proposed Area In Other/Non-Residential Lots: 0.226 AC (Pump Station Lot)
7. Town of Micro shall not be responsible for private driveways or open-end driveway culverts within the street right-of-way.
8. Water and Sewer system construction shall be In general accordance with Johnston County Standards & Specifications and Town of Micro Water and Sewer Policies, as well as Minimum Design Criteria by NCDWR.
'
' ' �• : ; •' ••
Proposed OtherAreas (Not for Lots): 0.000AC
Proposed Area In Residential Lots: 21.912 AC
Proposed Average Residential Lot Size: 13,272 sq.ft. 1(21.938 AC x 43,560sq.tt/AC)/72 Lots]
Proposed Minimum Lot Size: 10,166 sq.ft. (Lot 39)
Maximum Impervious on Lots per Zoning: N/A
Minimum Building Setback Lines: See MBSL Table
INTERNAL STREET INFO:
Proposed Linear Footage of Streets: 3,456 Ft. +/- (Measured to Center of Cul-de-sacs)
Proposed Area In Pavement (Street Impervious): 110,710 sq. ft. (Outside of Existing NCDOT R/W) (including curb & gutter)
Proposed Area In Sidewalk (Street Impervious): 22,634 sq. ft.
Proposed Area In Right -of -Way: 200,158 sq.ft. (4.595 AC)
Proposed Street Type: TOWN OF MICRO
Proposed Street Design Standard: NCDOT
WATER & SEWER INFO:
Proposed Water: Public Water System Extension (Town Water) with Indlvlduailrown-Std. Services & Meters
Proposed Sewer. Public Sewer System Extension (Town Sewer - Gravity and Forcemaln) with individuai/Town-Std. Services & Cleanouts
STORMWATER INFO:
The Town of Micro does not have an adopted stormwater ordinance or regulations. State stormwater requirements may still apply (is.
Water Supply Watershed permitting or 404/401 permitting)
1 INLETSYSTEM#1 r
SEE GRADING/DRAINAGE PLAN
SEE ALSO STREET PLAN/PROFILES
SEE ALSO STREET PLAN/PROFILES
SEE UTILITY PLAN
SEE ALSO STREET PLAN/PROFILES
USPS CBU MAILBOX
KIOSK AND STD NCDOT
7' ROAD TURNOUT
SEESPECIAL NOTES
SEEALSOSTREETPLAN PROFILES
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STORM DRAINAGE
INLET SYSTEM I
SEE GRADING/DRAINAGE A
S' CONC. -
SIDEWALK TYR
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/ , / TIE-IN fORCEMAIN / .= ,. y `- '--• :'•x�:r:�
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PUMP SEE UTAIN PLAN / a • ; �--
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STORM DRAINAGE• O
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SEWER �•, LINE TYP 'SEE GRAD TYP) TREET AfNAGE FILES
SEE UTILIMIWORM DRAIN PLAN •" • '• • " SEEAISOSTREETPLA_N/PROFILES ,
LSEEALSOSTREETPLAN/PROFILES • TOWN -STD. • '' • " "
FORCEMATYPICAL I CAL STREETSECT•I ON•
,
SEE UTILITY PLAN 27' B/C TO B/C & 50' R/W +
1 STREETS • •.
Yl!�• ICA FOR ALL SUBDIVIS ON �r.�.' " 9 ,SEEALSOSTREETPIAN/PROFILES. ' , TT'P
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s l)ll i INLETSYSTEM#3 •'``'t',�
' r •.' SEE GRABING/OFAWAGE MN w • 4 � TRANSITION VALLEY CURB TO 1 IJ lr/ �
OTHER TERMINOLOGY
'MBSL" - MINIMUM BUILDING SETBACK LINE
"MH" MANHOLE ("SS" - SANITARY SEWER)
'c/o" - CLEANOUT
"WM' = WATER METER
'WV' WATER VALVE
"GV" - GATE VALVE
'BV" - BUTTERFLY VALVE
"FH" - FIRE HYDRANT
'BFP' - BACKFLOW PREVENTER
`RPZ" - REDUCED PRESSURE BFP
"DCVA' - DOUBLE CHECK VALVE ASSEMBLY BFP
'CB' - CATCH BASIN (NCDOT - TYP)
"DI" - DROP INLET (NCDOT - TYP)
"YI' YARD INLET
"d/s" - DOWNSPOUT
"DIP' - DUCTILE IRON PIPE
"PVC" - POLYVINYL CHLORIDE PIPE
"PE" - POLYETHYLENE PIPE
"HDPE' - HIGH -DENSITY POLYEHTYLENE PIPE
"RCP* - REINFORCED CONCRETE PIPE
'PP" POWER POLE
"B/C" - BACK OF CURB
"F/C' FACE OF CURB (AT FLOW UNE)
"LP" - UGHT POLE
"PP/L' = POWER POLE W/LIGHT -.
FULL NCDOT STD. CURB �)p/(`,i W SEEALSOSTREETPIAN/PROFILES''
SECTION AT STORM INLETS / •; • ^R '" \
(UNLESS OTHERWISE NOTED) // ,yt1
SEESTORM DRAINAGE PLAN _ EXIST DIBV ,[��Li / /!
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If
GRAPHIC SCALE
too 0 5o too _0
( IN FEET )
1 inch = 100 ft.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S.
SURVEY FEET UNLESS OTHER WISE NOTED
Py5 `\gA5 /
10113
t / / / / / �. ;� 1 p�Gvo /
•sU' R/PANAfLi� /
• FROM, 70P
53 SANK)•'
Know. what's below.
Call befoe you dig
rIf
CURRENT OWNER(S) OF RECORD
JONES CREEK, LLC
5160 NC HWY 42 W, GARNER, NC 27529
DEED BOOK 6198, PAGE 540
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SEEALSO STREETPLAN ' -APPRO • ' OD'•'
'�;;; J• /PROFfLES • X 1 YR.�•�'•; •• .''
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