NCC240894_Site Plan or Location Map_20240404

Saw Development Additions To roAE o DevN°nmmt •+\ 2 \ GRIFFIN RD.
444.17240 BF. °,m,eOf D,tNe°°<e;m E,°°.<Feet). 4A0N�.(.7-) LEGEND
r m E F -s E R.o..1N 7bi 101-Sq°o.e Feet or E.erng et'ty E°aements�_.5q�ore Feet or �\ - ` 211 ' \ \
'e g 6 S 21.4fi0 - 1]SROI 74 SF ` • SAN TOP 935. /' \ \
% 2R jt \ ,\ s INV OUT 926.88 \ - _m R 22\ • INV IN 92].03 \ LS LOT SWALE P. Engineers
1 > > 1 1 FLOW PATH
\ '• PS PERMANENT SWALE 1J
RURAL HALL
Engi❑
s °Site 5 a row L:et<of Lane Disturbance(µ4,04Q Excluded area(173,P01.1,Q K O :{}'\ ,, /, /7\ \ A96j 7 ,�J.Total Required Save
R) L sr D O / /i` �R/W ,�?, -- TM• EX.WATER LINE CB CATCH BASIN 5 - Planners
- - P, i \ S \ CO Ye E EX.SAN.SEWER LINE DI DROP INLET r 1 -- Surveyors
_rlre: New Trees Used F°,rsA /.Z. \ s� M4tOP. OQ' EX.STORM SEWER LINE MH MANHOLE > ml - -; .Indµival Trees If etbod It Used: r e St M e Msee N° C _j(_Y e No ` SAN TOP 938 67 or 39 3 5P �'AZEBO pti
�J \ \ �Rr INMv 9Bzso� \ e'o: tO 6 /�\ -°- •- • EX.OVERHEAD ELECTRIC HYD HYDRANT a
Number Of r e .me Area orEam Tree Stand Benq N or <Variety r,ees •i, INvour93119 1tii SITE 13o um,Wade and Associates,P.A.
OBN ao = 4%552 S.F.TOTAL Planted_-F}_N 256sf=2 ` /9 E•, ,,,,,,,.:1', - ,. ___
/Q L\ r I pAv \ -EX.SANITARY EASEMENT TREE CONSERVATION %
9°-12- C ,ee Eaah r,ee smna(nqe rvemm CHANDLER POINTE , S V ` 7 1 209 .s / -,6/ A �S EX.SANITARY MANHOLE [ 62I F�sae Came Suite 100,Grawb°ro,NC 27401-2711
NH ISO, \ SUBDIVISION i • ' ' PROP.CBU� s \ EX.STORM MANHOLE °
' ,E PO Sax 21882 Crea16aro NC 27420-I882
N 'BEING LOTS 20 {BLASE 4 ' F LOCATION EX.SERVICE CONNECTION -
g\ + v Phwe 336279-0471 EEL 336275d719
\ P.B.71,PG 110 r
Number Of Trees 3e ZO7� �� 00o. s ,1"E �4,4 + \ ____PROP.R/W LINE w<6 www B°rum]reds mm
L \ ZONEI�S-9(PRD) �;4 EIP °� A PROP.PROPERTY LINE y0 N.C.ucuue#:C-B868
Ife
PROP.WATER LINE
•
N.
ER LINE
.er o°er,No dam '�a aovee, rotli s ree sr°sag°y tage"atmr,rsa €ny Pant,agr°s r:rya<ar he Trees�� \, 705 < \\ // /�. ` // 20 �, �•• + + • \\\\ \\ \ S Iv EX.mcnolcum OFIR AHOYDRgNWEWATER TEE STREET YARD TREE yam`` MIo R�
/ ' '7 ' \ll
uare
anee
Total
uare
xls
el se
v i '- + H4
�- \ 204 A \ F ♦ > 5586 S_ •/°• V AV m 0 EX.CURB INLET �'up """""••.,
-� - ram]Required TSA('°square Feet)'. l0.8m sP, \\ \V A y1o1� .., ✓' �� - . + + + • \V 0 P CURB/DROP INLET
i ie O
° PRO
1 J'+k= 3 \ �j POWER POLE PASSIVE OPEN SPACE Rram]rsn P,a.eea(a sqv°.,F<eq'. N8.a62 8.v. e css o,�,/ \ ?•op-- r <., ,
\ F---1
2 y
\ nN nccEss \ - ]-g/ A v 5895E / + • AV A o .1T STREETLIGHT + F�o ° SEAL
FINAL LANDSCAPE PLAN AND TREE CONSERVATION PLAN TO MEET CITY ORDINANCE REQUIREMENTS WILL BE 2}'2 EASEMENT \ J YY - 044526
DESIGNED/APPROVED WITH CONSTRUCTION DRAWINGS. �T •2@ \ 6.YnG� - 75015E \ \ - r_}. _HANDICAP PARKING '�\ ' L a �T\ 5592® ��' + + \VA PROP ACCESS EASEMENT �ptsD<0.0vH �• "E��F A' A / / 1 J �. Ito/� +� VA - - DRAINAGE MANAGEMENT /// gPt M\ -E EIP�, p `(��\\ 67685F ` 23 / + + \ \ AND- ,� - -PROPUDSITY TURBEDNLIMITENT ACTIVE OPEN SPACE /// VICINITY MAP :744.-
\ ✓
V A o `!P`° V \ / ma 1�� -v , �' `\" 6328 F / Q + + A vV /// �.�
\\ 00 \\ . -dtcl. \bZa' /� �° 6595 SF `'-`..X 1S .ii /% \ . LiN./."2a \ # + + Tn \\ \ N.T.S.
�1 Z_
\ H �, \ \ ''b. PROJECT:
SITE INFORMATION
\ AV �[ '�V ��M91650 y4' d'Z �� 15 63605E .� • P,P ,05' \z "V - S /� + \ \ PARCEL PIN# 6819-39-3748
r�E, \ 5g ,o' / J•; 1. 25 / �+ + \ \ SITE AREA: 21.79 ACS.±[SQ.FT.949,172.40±]
�'\ P 62855E '1 �� 0 \
V et t / wa A ,, (0S 9+SS 63.254S F /� :� A DEED REFERENCE:
198 A do?�' �g,. r� L � 7 \ + +.
nl vl A DB.3698,PG.2448 DB.3432,PG.3434
V A , A % %� �� \ S � RIM9z9..\ A PLAT REFERENCE: p,B.057,PG.044
6 21 SF / _\ \ 6621 SF o / + oP.v:oso \
\ >; \ 'IP -� ° $ \ r+ , \ EX.ZONING: RS9
\ oaq' W-� \ ,��y S P� I�� r A� \� 3155F�/' �'F•+ \V AA PROP.ZONING: RS9(PRD)
•� •`°j/� `rT •• '� �� y 'i I 5897 SF� �; n�u / V A PROP.NO.LOTS: 94
Q e ♦ AC'Y �./ zAo�ece. LOT AREA:
CO .' \ / 12 �� /�7 ' a�B) \ Vie + '� \ \ 13.93 AC.
`\ Xz s �� V lb / " ® s vA� V A PASSIVE VE OPEN SPACE REQUIRED- 3.47 AC
` �� �� 6 a� �. �� 21.79 AC.X15% 3.27 AC.
\� q 986 S 0 6030 SF S 6365 ncc A A\ Q
'3Nr, r A c xs v ?,a 6` ` / / ��?� m \ V ACTIVE OPEN SPACE REQ.: 3.27 AC.X 15%=0.49 AC.
1% r \ V A 63685E A / ` 0 / v \ V PASSIVE OPEN SPACE PROPOSED: 3.92 AC.
v A ��] 68835 l �"����� \ V ACTIVE OPEN SPACE PROPOSED:
�p 0.50 AC.
/ • 6081 SF\ l �\ / a�• ���6752 S /° + + \ V��/r� DENSITY: 4.31 LOTS/AC. Q
\ \ / �. 5759 5E RIVATE ' \ 'O. Z
/ 72 \y} ..� \ TYPICAL LOT SIZE: 40'W X 125'L Z
9 ^. / s .N 65 \ ACCESS / 61805E / ASA \ ''t 29 I \ df \ TYPICAL HOUSE PAD 30'W X 60'L
JLER POIN3E� ,' , -' �E�
y I EASEMENT N / \ + z \ \ MIN.LOT SIZE PROP.: O -�
18DIVISION ' 6801 SF '� ,,/ , 's2,•S \ S60SF \ / o ,t� 5,500 C
L� �� l \ 64 / 94). 0 �/� •69375 /i \ + A \ PROP.PHASES[FOR SALE ONLY]: g_6A CJ O
JBDIVI IO PHASE 4' -Y'TS XX /c W
B.71,PG.110 �/ 8 - °/! �A �V A /� �,�� / ,73 /cIz �' �;� �' /'F, \� \ (ALLP4ASECONSTRurnoNToeE I- W cC m K
-ZONE.G.91 e O\ \ 63 5843 SF / 6275 S \S \ - °f \ CONTINUOUS} (n
/ 758 SF � '� / \ �I ao a 30/I / 4• d v V Q
- = , ' `\ 60375F�\ / _ /----4'.-----:: \ 6g14 / \ EX.SITE IMPERVIOUS AREA: O.O AC 0° TOTAL SITE ARE < Q Y CJ
+ x Z
''v'\ 7 (// 1en ` Din -" in I I /° + ` \ \ PROPOSED SITE IMPERVIOUS AREA: 7.642 AC[35.1%TOTAL SITE]
19A IP A 6709 SF � �, \ 6108 SF\V \ s\ \ / 7 _a>' d + �� V A\
�� �''�� _Ita, �/A \\ 3i UTILITY NOTES p- o cc
6 ' �� �'m \ \ / / \ /-- \ 1 \ 6306 S 1 II s'Ia \ \ 1.WATER AND SEWER ONSITE TO BE PUBLIC. z LL` 0
� 6x A 61185. K: \\\ ` \I r� +O 4 \ \ 2.ALL SEWER SERVICES TO BE 6. CC Z u.l
\ V'�*\ i 75 , Z
/ •892 SF C [ ;� N� \\ \ 3.WATER METERS PURCHASED THROUGH CITY OF WINSTON-SALEM, n-
•791 SF V. SYSTEM DEVELOPMENT FEES DUE AT TIME OF METER PUCHASE W O
r ��see nrr \ � sJ I , ! 6� ° \
r�/ \ D,102 - ,,FL ;x V -
2N // 88 85 VA�v - ��r + A s SITE NOTES w
� \ •732 SF / -' \ r (/I V1
II�1 I --- - __ __ - ® °i �• 6635E /h -6. 4 / N#� �F\ 92645E J� ` //'-� - ,L` LIFT - -- + \�/' + l \ \\ `p e?y 1.STORM SEWER SHOWN IS SCHEMATIC.STORM SEWER DESIGN AND 0 � = Z w
. ' �- 1( \\ .• ' \ _ ;ta / • �b 0 -{1;t7 .317 5P TIYIII 'I II ° + + `P cr SIZING TO BE TO CITY OF W INSTON-SALEM STANDARDS ON CONSTRUCTION "J
35F
�\ 1 .. p \ _� SIB lin
� D awwGs Z _> (- Q
I I III I \ ID ,v 4 04 \ \ _•� ,!`k. '`} + 2.BMP T BD0 N
�19% ix PROP.RETAINING V' 0
\ re ` WALL \6O`tj, 3.ALL CONSTRUCTION TO BE TO COY OF WINSTON-SALEM AND NCDOT
° sry.1 /
£ I JP 240 SF --- - -_ __ _ /j. \W STANDARDS AND SPECIFICATIONS. M L.I..I
I I III Ir I-- '-------------. 0--- �i r-� :1 I�� `4 'd 8609 SF / / i \ \‘‘'
(H'7.7-3) `D 4.ALL INTERSECTION ERMITIS BE UIREDESS NOTED OTHERWISE W
-' r 77 ("If; 34 ` ,A + BYO�HERS \\F z
p 20'SETBACK ' \ S.A CITV DRIVEWAY PERMIT IS REQUIRED FOR THE PERMANENT
I va I I I L- e�p 50 / N 9� ' 1 �• �---'� _ .- - __Z + +.� \ + + •\ 6 A CONNECTION TO CAPSTONE DRIVE AND EROSION
REND DRIVE. H V)
f aI rA7 _ /
{I fl
o7d 7geT SF h- /„Ju �0� 5 I - / \9tiO 6.AN ENVIRONMENTAL GRADING AND EROSION CONTROLPERMIT WILL BE (� H,-iII 191 A __5611 I /-IOEoRR-rt� its ! Z4j / i / f5i _O + .,, j/ *" �+ + CP yam.3Tj24 \\ REQUIRED FOR THIS SITE, - CE e' z
Il;all] ��y14��jj�� �LI� �' Rzi1 � +�� /- C� r O / r?�I ' + + -I-;,� e 7.A STORMWATER MANAGEMENT PLAN AND/OR STORMWATER STUDY Z
- © -F lit l '�T/� ��eASEMErvT! x1Y�- - - �. � - L � y565 WILL BE REQUIRED FOR THIS PROJECT.
-- - - ---PROP-�U_- gpg,oq ® O ---- (,,'1 �R45 --- -- - p CCAN -•5/ I r y -- � + O4pl\ ,, 8.DESIGNER TO CERTIFY THAT ALL DOWNSTREAM DRIVEWAY PIPES WILL BE
�E SAN TOP 907.52 • \tueszy.P415
- pN4 r ®. I 4, IxN / / '°�_ -=a�alb ADEQUATE TO PASS STORM DRAINAGE FROM BMP
INV OUT 907,52 LOCATIONt _ _ /,1/ + + + l
ti I oR DRAINAGE �- -0- '� a k 65545E #.. - /a'// d % _ - �L / \/ \ 9.CITY ENGINEERING TO CERTIFY TOALL
REVIEW/APPROVENSTEADRIVEWAYALL ROAD PIPES MENT
i> nn
1190 r 1 1 •" - _� �' •1• _ ,,, 77 5602 SF - °� 1 + s`t',e' S \ PLANS/DESIGN.
/ AND .t -� ..,, -- 1 - - - �° pr,xz /� RN -
- I1 cnDACCETI \ l , •4'7512 SF _' z _
�T ll _ ;)�� ,.�� :/ v ZONING
I�� : ' 81 � P ,/
HII S88°59'OS'E- 5 K 1 _ 6202 SF . "'=r 87255•II a{� 153 27' - -' yyNl�..� 15'SETBACK ' - 15 SETBACK _I s1 - i�a^ I t/��biN - ,.,_ w ___ �IBu1�7 .. : ICI / /( 6266 5 � / -
rIfi- 6S' +m- T� �..'7 ,..�xt iLIIIIeRIII, y !��Is��Ilswio�aw lVw�� .-xzy�r `��_ --!/A of za l i 1 / - \ !" EXISTING ZO NING RS9
u- ' Td r � �• '�-���� w������ ��iwxouiuu_s �_ �iT / /, / +, ��i, PROPOSED ZONING: RS-9
°, o e -- -- '' _ .-I,S _ -r`'-- ---r ___-„, ________ - �•••T _ 7 TYPE OF REVIEW REQUESTED: PLANNING BOARD REVIEW
IEE i + + /I +;� 1 aNnz IB -_ S -Iz - S __ - S_.-_ _Th + + / / PROPOSED USE: RESIDENTIALBLDG.,SINGLE FAMILY
41 if /
�£I�Ellk 118.SJ' N88'S9'05'WEIP 22 " �I{-_ �) ' ,4 r ii 1 ~a ` / / // j / �44 3 WATERSHED: NOT LOCATED IN 0.WATER SUPPLY WATERSHED
I_ L . 'du r ... ��2 A, , w r jl�, PNY39 - _ rr\~ .�M /'t + + '
( I41' , T9ACK '19 Frz.
Icy II u«imn-- �i - I ���� �� /,1 , /
®®� �� • %/ + + \ / OFF STREET PARKING I
7 SAN TOP 906 63 189 �,41 / 7 CHANDLER POINTE SUBDIVISION
® U OWNER DEVELOPER
I O (2n-'I 55iII � II III h � � j. 3 .
INV OUT 898.54 0'�° f ,' COMMON ELEMENT PHASE 1
I I RX PROPOSED USE: SINGLE FAMILY RESIDENTIAL
I 5 - 53 (52� 46 ! 45 1 43 , 42 iI 41 I 40 ��, --i + + v+ i. , / / SECTION
`1I III b 8534 SF I 5739 SF I°57�•Iry 5739 SF 57395'i.7 539 F ,• •� , ,� I I •15739 S^15739 SF 157395.1 64555• \All 776 SF , t / _ + +, + / P.B.6$PG.43-45 CHANDLER NC TPHASE 6,LLC
EI ttt 5739 S• 573 5 b b b /n / RS-9(PRD) PARKING CALCULATION: 9154 NC HWY 67
188 I I I I °I I I I I I Lz:y �, I �• If_
+ + + ..1i „m' 94 3-BEDROOM UNITS 94 X 2 SPACES =188 SPACES EAST BEND,NC 27018-8078 PHONE:
I ° - ''''/- I I I l .r + + +�1 � l TOTAL REQUIRED: 188 SPACES [phone]
°= 8I I I -'-'+,a M--I-_ / \� 167 SF ., /4/ / .:i i h TOTAL PROVIDED: 188 SPACES(2 SPACES PER UNIT)
I� -ta--._I_ YU--L Ar v -VV 1. + + ��A�
a1 `--- ----_-CHANDLER POINTE SUBDIVISION .i = y;. ®"V 7 DP ./�. 6azo2' _.. - , 37 ��- J .. „ ;!: + + + ./ SOLID WASTE DRAWN BY: 1MM
T £ 164 SF / + + IP / PRIVATE- -
0 '� N88°59'05"W Are _EI. � DRAINAGE AND ROLL OUT BINS: 94
I CHANT VISION ANo nccea '" /Q + + i- ACCESS DATE:
BEING OT5162-173,189 PHASE 28 CHANDLER POINTE SUBDIVISIONME"-L PM ° i�'�- „, /, A ASEMENT A6,� BUFFER YARDS ]128-20232023
I II 4 I s + + + k�' / SURROUND THE '.wP A, REVISIONS:1 H I`, 1 III 1 P.B.65,PG.195 BEING LOTS 1621173,189 PHASE 2B 1 Io .m-' � ,.� ,I �O y! E-ZONED:RS-9(PCP)) P,B.65 P6.195 RNnpxv EIP /'i +. + + -{- (\ ti ti LSCM ° ADJOINING ZONING: PRD
II �� RE-ZONE RS-9 PRD ass rs/e9Tro �685F / � / ���tiz > 1-11-2024
- V 11 J at ( ) / Viper 4,,',*
. WIDTH
PROVIDED:
N/A
'"I F �' `1J \163 7.641 165 16� 168 ® _ - (T + + */
J �• zzg 2r �� shy - /{� .� • /,If I /� WIDTH PROVIDED N/A 1-31-2024(EC REV)
® M. ! - + + FENCE OPTION: N/A
1 �I ® Zsg'a9c 't/ .-i*7/�� 3 r i + + /�'' 3� 2-12-2024(UTIL REV)
[$;, y ,� PROPOSED STREET YARD: N/A
IiSAN TOP 898.94y W 'i / + +, + 7,. PLAYGROUND
INV OUT 892.
m
o1 o=I YR5 '� ; EIpsB.zs �ih !ag INFRASTRUCTURE
am' om ___ N:899306.25 /� / Y SHEET TITLE:
• -1 E:1613428.83 / //� (r / _ N>z:35,4 + 2' / I WATER: PUBLIC 70 CITY OF WINSTON-SALEM STANDARDS
50'STREAM ¢ SO'STREAM -- ,/ \\\11/// gW LAY S.//� PRO SITE
-r\- - ELEd:9Q1.26 PrF � � PROPOSED
BUFFER N BUFFER rf +
F---- A K ---- --�1 _ �S5 L A n ti SEWER: PUBLIC TO CITY OF WINSTON-SALEM STANDARDS PLAN
ZONE2 ZONE1 ZONE1 20NE2 -__ X 8 SAN 5WR A- " _ l '1'tlRS - PRIVATE v
`0 zs z5 zs 25 �� �'- ,' M 899347 111 V o NEMENT + + 4 ^ STREETS: 3,301 LF OF PUBLIC TO CITY OF WINSTON-SALEM STANDARDS
�F 1 - II >L_1 1 I BFNTBR s �// /`ELEV1897 770 CHANDLER POINTE SUBDIVISION �-,C Z FILE NO:E/PIERCEVCHANDLERVCHARD 06
NOTES
1 t11 USHST• G, COMMONN ELEMENT PHASE26 Qa WASTEWATER FLOW CALCULATIONS
-SAN 70P-896.97 p,g,6S,PG. 95 F Z DRAWING SCALE: 1"=60'
ZONE I MIST REMAIN NATURAL AND UNDISTURBED I \ ! / LL '
INV OUT 891.17 / if.'Q
TzpoNEZMA EDISTURBED BUT MUST BE REVEGETATED,NOB.U.A. IEXB"(}IP WATER +� .'/' __ZONE:RS9 RD) /% O� GRAPHIC SCALE PLAN SHEET NO.
STREAM EAEAM DUFFER DETAIL 152 151 NV IN 891.38 V�1 0 30' 60' 120' 180' 240' 3 BEDROOM UNITS: 94 @ 360 GPD/UN{T 33,840 GPD
-WEATHERLENIC WD DR. -
/ v / i IJJ' fir.. ..-n TOTAL PROJECT FLOW: 33,840 GPDC
1"=60'