NCC242494_Site Plan or Location Map_20240816

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PROJECT #: SUB-2017-01 M��m���o v A
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C-1.1 SITE PLAN ., ''�� 10,.,
Owner f T / / C-1.2 SITE PLAN '�
Developer: LGI Homes NC,LLC < - 4
6500 Creedmoor Rd,Suite 212 ,'�f977 ,I QN C-1.3 SITE PLAN
Raleigh,NC 27613 ; �' \ 1 awn. I ,,:- 1 I L-,t C 2.0 OVERALL UTILITY PLAN
/ J SCALE 1"=200' C-2.1 UTILITY PLAN
Engineer: The Spaulding Group,PA __---_ 'i _____ _ // a I -J___ 1 I i C-2.2 UTILITY PLAN
1611-101 Jone Franklin Road • C-2.3 UTILITY PLAN <
Raleigh,NC 27607 PHASE 1 LOTS C-3.0 OVERALL STORMWATER&GRADING PLAN C. n
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Enviromental Sage Ecological Services - - N
C-3.3 STORMWATER MANAGEMENT&GRADING PLAN C4 e
919.335.6757 � '� +,Q C-4.0 EROSION CONTROL PLAN PHASE I �7 tioo
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. S C-4.TD TEMPORARY DIVERSION DRAINAGE AREAS ,�,.. 1Q
Land Surveying Robinson&Plante,PCB S C 4.2 EROSION CONTROL PLAN-PHASE II 0
1240 SE Maynard Road,Suite 203 a `s -- - - `I'
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Cary,NC 27511 ::: � e a
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SCM 2-STORMWATER WETLAND PLAN&PROFILE Q ea
�4\ ' 'A C S2-SWA SCM 3-STORMWATER WETLAND PLAN&PROFILE €'
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\ C-4.7 SCM 3-STORMWATER WETLAND PLANTING PLAN X
GENERAL NOTES /,:;; . �::, '\ \,= C-4.8 SCM 4-STORMWATER WETLAND PLAN&PROFILE
1.)ALL CONSTRUCTION SHALL CONFORM TO CITY OF CREEDMOOR AND "" ' / tZ _ ,� i 3i IIIIIIII i I IN ii i it ` \\\ C-4.9 SCM 4-STORMWATER WETLAND PLANTING PLAN
SGWASA DESIGN AND CONSTRUCTION STANDARDS. N ' \ C-4.10 SCM 9-TEMPORARY WET POND PLAN &PROFILE
CONSTRUCTION ON2.)CONSTRUCTION DTH S PROJECT MAY BRAWING APPROVAL IEGINQALSO,DEVEUIRED OLOPMENT FEES4 � ' 1\ @41p-\� SC• \\ C-4.11 EROSION CONTROL PLAN-PHASE III
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(ACREAGE,FEE-IN-LIEU OF ASSESSMENT,AND INSPECTION FEES AND L \\ \ C-4.12 EROSION CONTROL PLAN-PHASE III
OTHERS AS REQUIRED MAY BE APPLICABLE)ARE DUE BEFORE �' " ` C-5,0 VICTERY CREEK DRIVE-PLAN &PROFILE
CONSTRUCTION DRAWING APPROVAL. EI
3.)PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING i AP `, C-5.1 VICTERY CREEK DRIVE-PLAN &PROFILE
APPROVAL PROCESS. - N 4#
�. - 1 m: C-5.2 FLAT SHOAL LANE-PLAN &PROFILE
_ C-5.3 FLAT SHOAL LANE-PLAN &PROFILE N a W
4.)NO FILL IS PERMITTED IN THE FLOODPLAIN FOR ANY RESIDENTIAL 1 - .£t •, _
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DEVELOPMENT. l � V
" - - t C-5.4 SEWELL MILL LANE AND HARPETH LANE-P&P 1'
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v ".: // C-6.1 SANITARY SEWER OUTFALL-PLAN&PROFILE r °� `� am �.4
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SITE DATA f f� ®v\ /' r \ /�` -- , AS A E D . C-6.3 SANITARY SEWER OUTFALL-PLAN&PROFILE 0
CITY OF CREEDMOOR PROJECT#SUB-2217-01 \ �'� `-�'-` , / - - - - C-6.4 SANITARY SEWER OUTFACE-PLAN&PROFILE -
�, ZONING: SFR \ / I \\\ ` z \ - \ -
\ -1_L �r �- = C-6.10 SANITARY SEWER FORCEMAIN-PLAN &PROFILE _ OD
i DENSITY CALCULATIONS: \\ /'-�T-T- ����/� \\ -• / ` ':_", - ` \O\ '� C-6.11 SANITARY SEWER FORCEMAIN-PLAN &PROFILE > z z_
SINGLE FAMILY: \ / ' / \ ` \V/- �� /
TOTAL AREA-108.216AC - \\ ; /� % \\� ,'/ / \ / �� C-6.12 SANITARY SEWER FORCEMAIN-PLAN &PROFILE o
o PROPOSED SINGLE FAMILY DENSITY=171 UNITS/108.216AC-1.58UNITS/ACRE k I ?\ / /i / ---'- I \ /�;'/ / / / C-6.13 SANITARY SEWER FORCEMAIN-PLAN &PROFILE co ZS Q
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58 UNITS(PHASE ONE) \ ) /,' / h m = CrOPEN SPACE CALCULATIONS: \ / \ / > t�/f -F��/ � _ ��_ !' A // / \�I, C-7.0 STORM STRUCTURE AND PIPE TABLE JC
o OPEN SPACE PROVIDED=41.361 AC(TOTAL SITE,(38.22%) ---\ // \\ �\ ice/ ` `\ - ^\ ' \ -. %/ - 1 TABLE81 OZ
= 11.21 AC(PHASE ONE) iCO v r-- -'" :�� V '/ L 1 LANDSCAPING PLAN TRBUFFERS z 0 W
j #OF BMPS=B(TOTAL SITE), BMP ACREAGE=8.25 AC(].83%) \ I -• x_ \ \ �/'
3(PHASE ONE) -� --__� �� '' ��..I�s...�--� ,�"�' ' / ' L-2 LANDSCAPE PLAN-STREET TREES o F- _
Q FLOODPLAIN ACREAGE=6.43 AC(5.94%) i \\ -\\ -• // / I / ,.,/\\ \ �>� '/ PS-1 PUMP STATION PLANS Z j 0 0)
% WETLAND ACREAGE=13.28 AC(12.27h) \\ j - / -• /-• I -• I \. \ /�I
3 i / \ /\•c\ / I I /� ;;. I \ - / �0/ PS-2 PUMP STATION PLANS (1) Z W
OPEN PRESERVED AREAS-12.71 ACRES(11.75%) \ /
/ // % / 4 -� Ly PS-3 PUMP STATION PLANS tr/^�
o RECREATION SITE ACREAGE=.69 AC(0.64%) 1 -,\. • \`/ �\ \ '\\ , % __-�-� -� '� ,,, / /i�l //- / i - vJ O
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GREENWAYTRAILLENGTH 1190LF(10FTWIDE) \ �' `\ \\\\ / / /�`- -T--t\ �` ---1 -_ �I I -_--� /�� PS-4 PUMP STATION PLANS 0 8.o U
TYPE'A'SINGLE FAMILY LOTS=171 UNITS(TOTAL SITE) \\ / ( I - /' �L _- - PS-5 PUMP STATION PLANS V
h =58 UNITS(PHASE ONE) 1 ( \\ \� \ �-'/ //
AVERAGE LOT SIZE=.3090 AC(13,459 SF) 1"`--m 1' �\ " / / I \ / ___ ____ PS-6 PUMP STATION PLANS w
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___- ; "'� °\v p�VE• I D-1.0 CONSTRUCTION DETAILS Cn o
w^II F=-II II \\ / l y--- EIIWILrON D-2.0 CONSTRUCTION DETAILS -
LOT DIMENSIONAL REQUIREMENTS t-- i1 \ _ �) I D-3.0 CONSTRUCTION DETAILS w
SINGLE FAMILY LOT WIDTHS AND SETBACKS I D ICI II I - _-_--\ r--(I-- I D-4.0 CONSTRUCTION DETAILS a_
TyPe Miaimam5ine �_-� 1 �I. D-5.0 CONSTRUCTION DETAILS Q
Lot Mm�mmn Minimum Minu num Mmumum M�mmum Minimum I f
O 5,� Width Depth Front Setback Rbac Comer
' D-6.0 CONSTRUCTION DETAILSi
9E Setback• Setback Setback ��..-••j" � I
m A 11,600SF 72' 1°°' 26' 10' 10' I8' I 1 VICINITY MAP D-7.0 CONSTRUCTION DETAILS m
LOT LAND USE CHART SCALE: 1" = 200' D-8.0 CONSTRUCTION DETAILS P DRAWING 0
LAND USE MAX.BUILT UPON AREA PER LOT PHASE 1 WATER AND SANITARY SEWER CALCULATIONS:PHASE 1 ONLY D-9.0 CONSTRUCTION DETAILS SHEET
SEWER FLOW CALCULATIONS:Phase 1 (SF/LOT) (58 LOTS) 6"WATER MAIN =386 LF THIS DRAWING IS THE PROPERTY OF: D-10.0 CONSTRUCTION DETAILS
255 GPD/SINGLE FAMILY UNITS=58 X 255=14,790 GPD 8"WATER MAIN =3,071 LF The Spaulding Group,PA D-10.1 CONSTRUCTION DETAILS C-0.0
14,79 TOTAL SEWER FLOW= 0 GPD TOTAL WATER MAIN =3,457 LF P g
DRIVEWAY 900 52,200 p p p CONSTRUCTION DETAILS
ROOF 2,925 169,650 and is not to be reproduced or copied in whole or in part without D-11.0
8"SANITARY SEWER MAIN =6,029 LF permission from The Spaulding Group,PA.This drawing is not PROJECT NUMBER
SIDEWALK/PATIO 675 39,150 D-11.1 CONSTRUCTION DETAILS
TOTALS 4,500 SF/LOT 261,000 SF to be used on any other project and is to be returned to
6"SANITARY SEWER FORCEMAIN =3,395 LF The Spaulding Group.PA,upon request. D-12.0 CONSTRUCTION DETAILS 504-04