NCC241974_Site Plan or Location Map_20240628

iii __ ( PIN: 0690-41-5135.000 ■
Fir
\\ \\\\ •\'TO ~, �^ •
PID: 0705990130 • Ai
\ \ \ I
r WEI FOND KI \ \\ ` V
\ ^\ \\ \ O�. O +.."\ +-- --�.E.�,_ a ,e ■
Li
I , '•, ml /n\\\\ °E„V� ,��©• \\ /> ,, � ( "d ///n _4�=• J I '® II - l .tN' n •
LOOP
'i �,V A p vyv B..v� ® �i * AV /////�°� uV v <,;�°�//� / _ pl�� tI 11��LIfir. PP r.,°SPAP '� ' / // �T�I ■▪ HORVATH
i ,\\ \ �/ \� / vvv / -0� �\\ \ �a�°�n v` v• � :.L_J LP J �p ®\ __=r {v��J V \I , ASSOCIATES
, ( / ng°`�/ w V \ ' V - /,7, `�AA /- -- �`O o ff - CIVIL ENGINEERING uNDcAPeAzcHRg,ux
. '� /. v /// ,mayv v v ( m�� -® v ^ r, / ■ LAND PLANNING ,TORMWATERMANAGEMENT
` I �\ �\/ /, \n,°azr \\\ \\@,PCB /\ R'� / ^ \��� / ;\-�... `�„ O N L'AS \ p/ .✓� K Pal \ / \ ■ DURHOAMUNORNH CAROLINA 27707
Mil/ ssu L. ` p O �s
x5R y,{q
A ml 9 4 / .n \\ \\\ \ \� \�/,/ ° `: p o J / . a® �` ® / \ \ i w,\ ^ \w / • ■ P 919.490.4990 F 919.490.8953
ff / 'Tv v ..4'` / / 0g / \m ��, v vass' /,m.,v v /
__> / �� r / a � / v ,yC / / L°, v v / WET 4. ■
\ 1 �L v \\\ \�' \ n// I°g\ \ all y1.:".0 Lrn� \ - / ` •
NORTH CAROLINA 80ARDOF
I /• \ \ 9 \ / aiazsi" ?yv\A\ \r / / EXAMINERS FOR ENGINEERS AND
\`� I:
<� / \ \ \O ° ni � ® l \ / B / \\ �� / �\�" /�\\\���„ / �\ \'pTg \ \i #2 SURVEYORS LICENSE NO.:C-0676
o� / / \ \ / / \ d \per/ /, © vBR �u \ . t
I/ I � ! // \ a \ \ \k// /, a \ r� / / e,° \ �/ / \ \ / / �' ■ W W W.bDrvDmDss«lale:.can,
I � /�� )o A om. / A °� v. .
Li
•
I•': - ' 4"�-� - C \ \ \ \ �. \\\ 444); O 1I •• // �� / \\�! / sai �, \ / rV \ \zsss \ / /!` � , i.� 1" •
•
�54; °' I'. _� / /w �>� v �.yvv y //� b///p p p�w < °aa�i61 LOT /,// v� �O//j//�O / <v 5 vvv // •� I �< , ■
1L• ?1 ,9� - VIZT7-7 0) 0) 01„�O\ ',`\ \ b y _ r'` \ mo• o/ m `•__p\'�i'/�o,b /i!�\\ // =0/ r• /® \P"^"� \ \, / +r / .•vY'` \ I +� Q
,.1 °L rLm \ 'mxi iRTr,0 \ \` \ ..., ,� ' r``d \ \ / /;9;oi \� \ /:� /// \ \ ,�. , O ;\ \ ,• :' ■
��, 5 � ��� © • v / v O / <PA.e / is ;LT.;
/� �\ �\ I !t Q Z
°autJ i Y a ,r' v A A > > / jV A /r.,:';,'� ";V '! ■ J
/, -- i\ \Alb �� m \ \,) ix
\ v, ° ssO \`• • f \ ♦ ,/m,a\ °A®./,/ \\\ Ja /.,°.\ \ �\ / r >_ \ N�\\'"$��� ■ H O
\• 'mm> © IL. \\\ / / w w r�" / • °mom r \ Q o" //nn / \2»" \ \ • • \\ \ ,,t • Q
\--��.. ,�"mg�r` ` ,I�°sl\�\ u,9^�\ \.© \\\v // ,„1;//,// \�� \ / // . > ♦ \:, O / /` °s \\\O ,\\ \f. • • •s� o \\/ pf M ■ O U
,'a \mom \\ / \` �`/a R>su/� °'a, \ �* \ \. 2/ ff;w1F` .�.' o�N\ J U 2
s ® v{ VA A V v A �/ tJ. .�. / / v /i/ gym ��/,. v v . ✓. �v vim/ ■ Y
e j
` \ i� i; `�� i ©\ '' \\\.i' \\ \ ` © \/ �'0.N ° ^■f`�.., \ //.l�o,• / � // °"°mom i. O \ m \ \i •;1` / > U W O
` C� j©4► :;; Lo >���-�®O // \ \ ?, p,� ��//O.� s 0".,..� \ < L`///// \> \� \///// �° \ 2- F"r \ \ \ / llm. l 7 1 \\°' / r-. m Z
,M. p. // ) 1--1 1- \ 1 1 ,f \ ///az <° / / >Y \ D \ / y M l l / I I s�� $6`°ss'• co
O / �I 1 0 vv v / / v //iL°, / A1://‘
v / sr LPG l,'.g O • Tr �® •
■ Q
! ' I I I, I VAA 0 ��. ; A /i �v� / v :2-7\C
�. �J I l I l° I p .Il • 31 / O
/ 1
\�� i m \�• / I,.o'1 1/1 „1.1 I,,=,11 I ,N,. \\\ \ x\ °-/ \ /1' i/ / \ �O \�J L.- I;�.! °.1 I rz, • U
1:7
„aHs.• .A°ESN .�.N � v� f
` / � � �JLuse 1 1 ,�II �IIMoab \ \ �®,°" //�e!V \ \ �� \ //// � \ \ / /,0.�. / �i\ ° :i.:,•,/ I°,° '"", � �a°J I vim` s i a�,m � ■
l ! MS,&/ '.. .,, -.l L_J ---� \'- e,.w` � \� ,;�,\\ \ \ , .` `/ / ;`u • C6 01 \ • • , a ,l/ o ".�...\ Y L' p I LP.a�.. •
l \ \ / /p�,� \ � ., ^'�.m,,,.n �._.J O „��•, p� -n¢\\ \ \ �>1�/ off: > �a.." ®.'�L ® � '��D.\ \ i .c� l°�� '�� �. ` /L '� JI ■
v V / / .,°,,.� � �.Q,,..n,�...-�.... .....e.....,_ ;/ ./ v v v ® v v v ///o,: �'°. A�v p � ,�, � v v, r'1. / / - lio m� rJ ©j4� �� r-:a,_,
° LIX
. Ca
`, .+ /p,, �� ,\ ° �\ .-\ \\ \\ \/ > ' r• Qi \�. \ T./,� J �! /_ i l°val /. m7 /0 -a -� : •
/ / ' / /;,�' rL°n� \ \ .r,N \\\ \ \ \ `\ \ / i ,a \ ,/ ��W\ \ / L�J / / • / /'".„s/ / /' I •
•
�e 1 °.I Sul Ian °uim \ \ ::\ n// °'� p " \ i L l 1/l 0 `,.a,: A •: ■
' '•' \� / l• �lI :{,alll Lk.:fa r'; IIIIP .IIIM \I\ i� /� \\ N.
\\•,'.'cL�. \\ XFra '`�®\,,�,' > - xJ L- / // o, /-' ,. SITE PLAN
:•:•: ( J l IlI III I■ III III ,������ \\ :,\ \ \\�•�\\ //// �`�� Cam/ l r O. _J =�r-�// O S l / �'- 1 ■
L-J _ -a -1-- .h \ \ > /i oN > \ 1",.._:___.,,J.,:j.,1
_ c_ T-- }/ / `PowC:,.,R,_ - , _, --J L_J Lei t'- A �� A A v1 } 'mez/ ,�•'V�. !� ,:'� !,mikIo,,.1 1 1 r-'7 t=� F ��l l; ;; ■
.�#_ \ I°LN . I I Lm> I I "'NcnRow\ \ !_ _ L mss v.(°eev `9/ „aaR _J I\ \\ y>\� b„ // a LJ L�J I Q�/ / , •'% ■▪ ?*`� C-too =i*�•__ / \ \ , i ,TTT-7 r r ••-•--.-....,, per. _ L- /4 -_,,' .. . °_:'" 'ice€
\ 1I \\ \ \ \7 i°"z°T,+m�"III, .� °m.ldorm' .:,.„� ___-_ \ i m,.� /' • DO-A�� 6:1'
_ 1 a
/ �� / k \\ ` • / / 1/l 1 I rIl I-.V 1 6� ra l r,v- �, _ dl Llaa` / % ■ = ,�gssoc�o:O`''•
I `��m, y\\ L_J L.
J L_J �I- L III L- 1 I FILLg 1/ iri !r° q r°mil ®�`O Ir'rn of %,' ;( ,+SN cnRo�;Fi
3 Po „°,,. J __J L-JI I - I '_ 1 I MMAI ' j I .I/ . 1-'4_"--J . . . . .
t ' : •' R D o /�''t
SEE SHEETC101 ���° � �� JL ;�m = a : • 15
i it '.-,0:
\ \ vM m •
_. .
..._ \
V ,'.v DEVELOPMENT ■
' 44
SEE SHEET C102 SITE LAND
\ / / GROSS LAND AREA: 3,406,827 SF(7821 AC) ■
% \ -/ / \\ PROJECT AREA: 3,406,827 SF(78.21 AC) ■
-' � AREA OF DISTURBANCE: 2,661,516 SF(61.10 AC)
GENERAL SITE NOTES \ \\ EXISTING ZONING: RA ■
\ \ PROPOSED ZONING: RA
\ � EXISTING USE: N/A ■
ER 1. BUILDING AND ROADWAY STAKE OUT TO BE PERFORMED BY A REGISTERED LAND SURVEYOR.NOTIFY THE ENGINE OF ANY DISCREPANCY. \ PROPOSED USE: SINGLE-FAMILY RESIDENTIAL
\ RIVER BASIN: CAPE FEAR •
2. ALL PARKING LOT DIMENSIONS ARE TO BACK OF CURB AND FACE OF SIDEWALK,UNLESS OTHERWISE NOTED ON THE PLANS. \�\ \- CRY LIMB: COATS
■ JUNE 20,2022 AN
3. ALL ON SITE PERIMETER CURB 3 GUTTER SHALL BE 30'UNLESS OTHERWISE NOTED. ♦ `� LOT SUMMARY ■ 1 IPER TOWN OF COATS I NRV
\ MAXIMUM BUILDING HEIGHR 35' FIRST REVIEW
4. CURB&GUTTER TO SLOPE(NEGATIVE OR POSITIVE)SAME AS PAVEMENT EDGE.PONDING OF WATER IN THE GUTTERS PROHIBITED. \\ `\ \• _ MINIMUM LOT SIZE: 6,0005E • AUGUSI 19.2022
\ \ - .12' STREET YARD SETBACK: 20' PER TOWN OF COATS
\ \ 2 12ND REVIEWWRW 1ST I CT
5. ALL CURB&GUTTER RADII SHALL BE 3'(TO BC)UNLESS OTHERWISE NOTED. �/\ SIDE SETBACK: 10' ■
\ REAR SETBACK: IS' REVIEW
/ `\ TOTAL LOTS: 156 116. ALL SIDEWALKS ARES'WIDE WITH EXPANSION JOINTS @ 30'OC UNLESS OTHERWISE NOTED ON THE DRAWINGS. / `\ \ - SEPTEMBER 28,2022
PROPOSED DENSITY: 156/78.21 AC= 1.99 DU/AC 3 IPER TOWN OF COATS I CT
/ `� \ - - _
• 3RD REVIEW
7. ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN STRICT ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS. / \ \\ \ El\ PARKING SUMMARY
/ 2 PARKING SPACES WILL BE PROVIDED AT EACH UNIT BY THE USE OF A GARAGE OCTOBER 8,2022
8. THE ESTABLISHMENT OF FIRE LANES,IN ACCORDANCE WITH SECTION 503.3 OF THE 2012 NC FIRE CODE,MAY BE REQUIRED WHERE O BECOMES APPARENT AFTER OCCUPANCY OF THE \` \ AND/OR DRIVEWAY. ■ 4 IFOR APPROVAL I NNA
DEVELOPMENT THAT PARKING WITHIN ROADWAYS CREATES DIFFICULTIES FOR THE PASSAGE OF FIRE EQUIPMENT. 1 1 - MAIL KIOSK PARKING REQUIRED: 2 HC SPACES ■
TOTAL PARKING REQUIRED: 312 SPACES
9. CONTRACTOR TO VERIFY THE WORK TAKING PLACE RELATED TO THE CHANGES IN THIS SITE PLAN WILL BE FOLLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES(ANSI 117.1-2009 WATER METER MAIL KIOSK PARKING PROVIDED: 6 SPACES II
AND CHAPTER 11 OF THE NCBC)UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER,SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONS EAST WHERE ..SASS SL SS- GARAGE/DRIVEWAY PROVIDED: 312 SPACES
THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.AN ANALYSIS AND CERTIFICATION OF THE SITE,PERFORMED BY THE DESIGN tu- TOTAL PARKING PROVIDED: 318 SPACES ■
PROFESSIONAL OR DESIGNEE.MUST BE SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT CERTIFYING THAT ALL SITE ACCESSIBILITY CODE REQUIREMENTS SUCH AS CURB CUTS,RAMP SLOPES, _ - IMPERVIOUS SUMMARY ■
SIDEWALK SLOPES AND WIDTHS.AND CROSS SLOPES MEET THE REQUIREMENTS OF THE NC ACCESSIBILITY CODE PRIOR TO CO ISSUANCE. TOTAL AREA: 3,406,627 SF(76.21 AC)
20'SETBACK LEGEND(PROPOSED CONDITIONS) TEXISTINGOTALA IMPERVIOUS AREA: 5,2625E(0.121 AC) ■
10. MULCH WALKING TRAILS WITHIN TREE SAVE AREAS SHALL BE CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTS AND EXISTING VEGETATION.ADJUST TRAIL AS NEEDED IN THE FIELD TO - _ TOTAL PROPOSED IMPERVIOUS AREA: 920,700 SF(21.14 AC)(27.03%) • 811-CALL BEFORE YOU DIG
MINIMIZE TREE REMOVAL.NO TREE OVER 8 INCH OBH OR GREATER SHALL BE REMOVED FOR THE CONSTRUCTION OF THE TRAIL. PUBLIC STREET R.O.W. -ETD LIMITS OF DSTRUBANCE STREETS/PARKING LOTS: 242,0005E(5.56 AC) (7.11%)
SEWE SIDEWALK 48,300 SF(1.11 AC) (1.42%) • DRAWN BY: CHECKED BY:
11. THE PROPER PROCEDURE FOR COMPACTED SOIL REMEDIATION IS AS FOLLOWS. SERVICE ,eI IV SITE PLAN TPF TREE PROTECTION FENCE/LIMITS OF DISTURBANCE 61'LOT IMPERVIOUS)3,700 SF PER LO : 477,300 SF(10.96 AC)114.01%)
68'LOTIMPERVIOUS5300 SF PER LOT): 143,100 SF(3.29 AC) (4.20%) ■ NNA RV
a. REMOVE ALL IMPERVIOUS SURFACES FROM THE SUBJECT AREA. 6m < 1 OPEN SPACE RESERVE: 5,000 SF(0.11 AC) (0.15%) -
b. TILL THE AREA TO A DEPTH OF 12"BELOW THE TOP OF COMPACTED SUBGRADE. II OPEN SPACE AREA(OS) LOT RESERVE: 5,000 SF(0.11 AC) (0.15%) ■ DATE
C. SUITABLE RATES AND TYPES OF SOIL AMENDMENTS SHOULD BE DETERMINED THROUGH SOIL TESTS.LIMESTONE AND FERTILIZER SHOULD BE APPLIED UNIFORMLY DURING SEEDBED STREET YARD-20'MIN. I'^ I C100 SCALE:1"=200' - - APRIL 14,2022
REAR YARD-15'MIN. ? z r 1 SCM ACCESS AND MAINTENANCE EASEMENT OPEN SPACE SUMMARY ■
PREPARATION AND MIXED WELL WITH THE TOP 4 TO 6 INCHES OF SOIL SIDE YARD-10'MIN EI I� L,_--J PROJECT NO.
12. SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE TRAFFIC BEARING CLEANOUTS AND LOCATED 18-INCHES FROM THE EDGE OF DRIVEWAY AS MEASURED TO THE CENTER OF THE CLEANOUT. I- c I REQUIRED OPEN SPACE AREA: NONE
I I WETLAND/POND IMPACT PROPOSED OPEN SPACE AREA: 1.484,510 SF(34.08 AC)143.57%I ■ 2204
13. HORIZONTAL AND VERTICAL STREET DESIGN CONFORMS TO THE STANDARDS SET FORTH IN"A POUCY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS'AS PUBLISHED BY AASHTO. L - - - J ■ SHEET NO.
I5'SETBACK 0 100 2W 400 © •
■ 1 00
14. LIGHTING IS SCHEMATIC AND FINAL DESIGN TO BE PROVIDED BY UTILITY PROVIDER
'cl
SINGLE FAMILY TYPICAL LOT SCALE:1"=200' •
NOT TO SCALE IN
■ <SITE DEVELOPMENT>
®COPYRIGHT 2021 TH6 DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES,P.A.ANY REPRODUCTION WITHOUT PRIOR WRINEN CONSENT B PROHIBITED