NCC232379_Site Plan or Location Map_20230809

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OCTOBER 28,2020
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COPPER RIDGE DEVELOPMENT LLC
111011)SITE AREA=55.036 Ac / E
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COPPER RIDGE DEVELOPMENT,LLC g) CO COVER 5/9/2023 Cn'-'Z c8 U a+E
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VAN GROCE SITE C1 EXISTING SITE CONDITIONS 5/9/2023 O Z 3 m
1504 S.HORNER BLVD. f
SANFORD,NC 27330 '�/, C2 PRELIMINARY PLAT 5/9/2023
919-775-1497 BRANTLEY PH 2 H §M O 6 @J
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C3 TYPICAL CROSS SECTIONS 5/9/2023 Z x E
SITE SIZE:SITE 55.036 LAcres SITE DATA PHASE 2 ' �o., C4 UTILITY PLAN -OVERALL 6/15/2023 C7 0 o a; 1
NUMBER L SI 134 SITE RE:2 AREA C5 UTILITY PLAN NORTH 6/15/2023 a
SMALLEST LOT SIZE: 1 sq.ft. DISTURBED AREA=23.8 Ac
AVERAGE LOT SIZE: 11,323 sq.ft. NUMBER OF LOTS=64 BRANTLEY PH 1 a,LOTS PER ACRE=2.43 C6 UTILITY PLAN SOUTH 5/9/2023
PICI Ai C7 GRADING PLAN-OVERALL 5/9/2023 Z
OPEN SPACE 9.7 Ac±
%OPEN SPACE 18.3% C8 GRADING PLAN NORTH 5/9/2023
RIGHT of WAY: so&so Fr --- C9 GRADING PLAN SOUTH 5/9/2023
ZONING:PROPOSED R-10 Te.. w N= 1 s 5
MIN.BUILDING SETBACK LINES o, C10 PIONEER DR STA 0+00-STA 11+00 PLAN&PROFILE 5/9/2023 gw~ =mow
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C 1 1 RIGEL DR PLAN &PROFILE 6/15/2023 OLT3
FRONT=25' �s o �~ W
BACK= 20'
C12 SIRIUS DR PLAN &PROFILE 6/15/2023 w°
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SIDE= 10' C13 BETA CT PLAN &PROFILE 5/9/2023 WYaa3`�8
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MIN.LOT WIDTH:70'AT SETBACK C14 STORM DRAINAGE 6/15/2023 WORM
MIN.LOT WIDTH CUL DE SAC:60'AT 25'SETBACK uoouom8k=
SEWAGE CITY OF SANFORD C15 EROSION CONTROL PLAN STAGE 1 5/9/2023 wd�owla-w
WATER CITY OF SANFORD °oma`�ow�x
DRAINAGE AND UTILITY EASEMENTS:
C16 EROSION CONTROL PLAN STAGE 2 5/9/2023 `�p3®
-10'TOTAL ALL INTERIOR LOT LINES l C17 EROSION CONTROL NOTES&SCHEDULES 5/9/2023
-10'ALONG R/W
-15'ALONG EXISTING DRAINAGE WAYS. 'I C18 DETENTION POND PLAN& SECTION 5/9/2023
REFERENCES: C19 DETENTION POND DETAILS 5/9/2023
DB.1623,PAGE 211,PC 2021,SLIDE 39 I v
NOTES: EC1 EROSION CONTROL DETAILS 5/9/2023 m
1)CONTOURS FROM NC SPATIAL a
EC2 EROSION CONTROL DETAILS 5/9/2023 O a 0-
2)BOUNDARY FROM"REZONING SURVEY FOR BRANTLEY PLACE", BY , EC3 EROSION CONTROL DETAILS 5/9/2023 ¢ ay2�
MITCHELL W.COLE,PLS,DATED NOVEMBER 6,2020,RECORDED IN Z >.ao rn
PC 2021,SLIDE 39,LEE COUNTY REGISTER OF DEEDS. EC4 EROSION CONTROL DETAILS 5/9/2023 O c,.-
2)FLOOD ZONE:X MINIMAL FLOOD RISK AS PER MAP 3710963100J DATE .', EC5 EROSION CONTROL DETAILS 5/9/2023
9/06/06 HWY78 D1 CIVIL DETAILS 5/9/2023
3)WETLANDS SHOWN ARE APPROX. m D2 CIVIL DETAILS 5/9/2023
STREET LINEAR FOOTAGE c HWY78 D3 CIVIL DETAILS 5/9/2023
PIONEER 2,917 CI
ALTAIR LN 897 Si SANITARY SEWER DETAILS 5/9/2023CI N
VELA DR 1,050o
W1 WATER DETAILS 5/9/2023 W
Q di y
RIGEL LN 670 ZJ
SIRUS DR 670 PERMITS 4
BETA CT 455
ROAD-6 610 14 W
TOTAL 7,184 AGENCY PERMIT NUMBER DATE V
IMPERVIOUS AREA: 4 V
ROAD,CURB AND GUTTER&SIDEWALK 5.4 Ac USA COE SAW-2021-00800 7-20-2021 >,
HOUSES&DRIVEWAYS 134 x4000 SF= 12.3 Ac 1i
43,560 SF/Ac 17.7 Ac 1.I
%IMPERVIOUS=17.7 Ac/55 Ac x 100=32.2% DWR 20201313 7-8-2021 h
NCDOT ENCROACHMENT NA co
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PROJECT PHASES LOTS ON M
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PHASE 1 : 27 NCDOT DRIVEWAY 53-82900 2-16-2023
PHASE 1B: 43 ch
PHASE 2: 64
TOTAL: 134 PUBLIC WATER SUPPLY iLi
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NCDEQ-LAND QUALITY LEE 2023-32 5-17-2023 a
NCDEQ-SEWER
CITY OF SANFORD-ENGINEERING CO
FILE:
FOR AGENCY REVIEW 6-15-2023
CP202030BRANTLEY

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FILE:
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Vertical Scale=4 -0+50 0+10 0+0 1+10 1+0
440 4a0 4290, D+10 D+50 1+to20 Horizontal Scale 1,40• Vertical Scale 1"=4'
425 425 -o+0 o+1D 0+0 ID 0 2+1D z+oBETA CT STORM DRAINAGE
-0+50 0+10 0+0 1+10
m m Horizontal Scale 1"=40' Vertical Scale 1'=4'
CB-501 TO FES-1 a s � w _ U
tO Horizontal Scale 1"=40' Vertical Scale 1"=4'
"v CB-204 TO CB-203 w N o F
o S Horizontal Scale 1" 0• Vertical Scale 1"=4' m ire a -
pFip w_ pl- m
CB-308 TO CB-307 450 450 t'S'm 6 w
Horizontal Scale 1"=40' Vertical Scale 1"=4' i a Q Y a¢3 y i
3rppwp Op'g
PIPE SCHEDULE qa <�
U st m Node Downstream Node Upstream TBC E/ev R Downstream IBC E/ev R Upstream Invert R Downstream lover R Material Diameter in Slope W w w t¢0 p z 9.
P Ps () () Ps () () () pe(%) Length pi) fowUwpwm
5o om¢kz
RISER OUT POND 425.00 NA 420.00 411.20 RCP 18.00 8.69 101.26 RISER W17H6=WEIR ALL SIDES SEE SHHETC19 w U rr o m o.-Y
2 Opmaa°za3®
C9" - 4.12 4.94" - 4127'3-V` RCP 1400 3.88 --dQ36` REV6/15/2023
CB-502 FES-1 463.14 NA 45710 453.00 RCP 24.00 2.46 166.35 445 445
CB-501 CB-502 463.14 463.14 458.44 45760 RCP 18.00 3.11 2700 CB 501 IS DOUBLE CB
/P-1 CB-402 NA 43278 42766 426.12 RCP 24.00 5.54 2778 REV6/15/2023
CB-402 CB-401 43278 432.95 426.12 425.14 RCP 24.00 3.70 26.50
CB-312 CB-310 464.25 45713 45700 450.70 RCP 18.00 2.00 314.71
CB311 CB310 456.98 45713 450.97 450.70 RCP 18.00 1.00 26.52
CB-3W CB-309 457 f3 455.40 450.70 448.00 RCP 18.00 4.07 66.37 w M
CB-308 CB-307 44799 44799 441.61 441.32 RCP 18.00 1.09 2700 U m
CB-309 CB-307 455.40 44799 4415Q 441 0, RCP 24.00 3.61 178.97 440 440 . 0 6 U a
CB-306 CB-305 43709 436.90 43296 ro 43269 RCP 18.00 1.00 2702 (3 Uo z
CB-307 CB-305 44799 436.90 441.Ub 429f0 RCP 24.00 4.37 259.75 F >w-Q
CB-305 CB-304 436.90 436.33 429.20 426.86 RCP 30.00 5.57 41.98
CB-304 CB-303 436.33 436.23 426.86 426.49 RCP 30.00 1.37 27.02 ZO i g N m
CB-303 JB-301 43623 434.00 426.49 424.54 RCP 30.00 0.99 19709 U
CB-209 CB-208 46628 465.07 460.50 45774 RCP 18.00 5.01 55.10
CB-208 CB-207 465.07 458.57 45774 450.60 RCP 18.00 3.99 179.07 L
CB-206 CB-205 45267 452.66 447.39 44712 RCP 18.00 1.02 26.99 435 N 435
CB-207 CB-205 458.57 452.66 450.60 44690 RCP 18.00 2.60 142.39
CB204 CB-203 441.21 441.20 435.82 435.49 RCP 18.00 1.21 2700
CB-205 CB-203 45266 441.20 446.90 433.56 RCP 18.00 5.82 229.34
CB-203 CB-202 441.20 435.14 433.06 430.16 RCP 24.00 2.15 134.47 BTVC
CB-202 CB-201 435.14 434.04 430.16 42754 RCP 24.00 3.34 78.34 I-EEXIST
✓B-1/S JUNCTION BOX W/TH CONCRETE LID AND 4 OPENINGS 470 430 f I\\I 430 N
�} r w y
440 440 _ ' ' C i Liu
TB(C DAM ELEV=426.5' V Q
^� -- 27.02 LF
465 ` - 465 425 RCP 197 09 LF 301N-RCP @{1,99% I 30 N6.3Cp 425 Q
435 27.02 LF 435 �� m g I m 28 %
014610 10'-8"DIP SEWER AT 65\ ":,0 m4
EXIST 8"DIP SEWER�fBp/p POND BOTTOM I%SLOPE J O
(�-100°o EACH SIDE OF fB"RCP. 19\N501�° v II V v o
USE//ARCOCONNECT/ON oC $n >1* 1. CA
BPVC 460 460 420 U> v m y 420
U H z V U
m �'_ rmi n 3'4 N 1
430 N 430 BPVC\rJ1 to o]m>> •v a o M
Oa 1 o]a Uf zZ a II mpo a) �I
10 II O ca � aim>O o°na N
Ulitim° 455 NUO 455 415 ~22 vF 415 Li
z_ �a
~ N U H? F l l Q
425 ao)tt 425 Uri Zm>> a
z zz
0. ^ Horizontal Scab=4001
P.0 ^o Vertical Scale=4
o a w u
4 a a Horizontal Scale 40 450 m °j 450 410 410
Li'
a II II II?O -0+0 0+10 0+0 1+10 1+0 2+10 2+50 3+10 3+0
o it Z Z p, Vertical Scale=4 N U>> C 14
mmZZ� UImZZ m2 nR, m� nN m� mN
420 __
3+50 3+i0 2+5020 <1 N a h ry N a N ry
mui hvi v6 °iM
Horizontal Scale=40 d'v c v h a e a R a e a
Vertical Scale=4
ti
°' CB-304 TO POND STORM DRAINAGE
4454+D0 3+0 3+00 2+0445 Horizontal Scale 1"=40' Vertical Scale 1"=4' FILE:
CB-306 TO CB-305 CB-209 TO CB-208 /. /►
Horizontal Scale 1"=40' Vertical Scale 1'=4' Horizontal Scale 1"=40' Vertical Scale 1"=a' FOR AGENCY REVIEW 6t15F2023
CP202030BRANTLEV