NCC241918_Site Plan or Location Map_20240624

•
/ —— /—_ - / I ' / / / I 4\ c / I / // I / / / I / /
/ / / / / / / / /\ � // / /
\ / � / \ I / III\J\ — �� \ _ < _ I N am / ) / \ \
��
I I I I I /If,/41 / - __<-�� = � �� � �V
/ I I I I 1 1 / --> KN1cgro�E 1, ) �� \ p�A/ V�
'g /
y \mvsn u,-- ,c ROAD( "a A _ \
V A\ I -i� - - d �y� �� A / j V��_
/ /I / I I I 1 / vI v / _ I
1 V I / I �v I I Imullumiir A
N/F PERRr, cA/f{�r t
/ v I v—T11 A A PERRY,BARBARA / / �- - _ _ v vI I ' DB011941 PG 00744 I , / / 1 I ,) I �I � I A l A
PIN 176-49-36514 I / I / L A 7\
\ I I I / USE I7ESIgENTLAL •I / / I I I 1 / // ' 1 I / �CtO BE OPEN SPACE#107 \
N/F CAI,L,DEBRA 44 (PASSIVE) \5
CALL, WA NE EUGE€ -_ l-- Ili
I 1 I TO BE Ot0/62TEA0 TO BOA \ \\
I I I I \ I \ \ II II /OPIN 7676449G37567I �I /� I11 / // \ \ --�"� \\ I \ \ \
1 / I I A 11 I l USE:� SIDENTIAL V 1 // I /' // v
1I j I I l / I NSF MCMIuIAp/✓uua AA A I N v
1 Y Deco 40o vc oz4b3 3 1 _▪ I v
I l l I I I I/ / \ / PIN 176-49-394018 -_'\ 11 / /I� \ \ /---.To I\ \
I I l I / I / / I I l / - l // ///U E:�E3/DENfIAL / I-�I\I I // 1 I ` \ \-/ • \ \ \ \ \
/ I / / / / / i / / / /— --\\\I1 1 1 \ \ -\10-249
il I 1 I I // / /// ////// / /� / / III / / ��
\ I // �// // / I I �� a-m 24B v
/ I 11� , -- /I / / / I I // I _ \
I I I� 1 / _/ /r I 'IIIi; i
V % \ \
I\ I\ / 1 11 I 1 1 I I I 1\I\\� - 4.1 / SKIMMER SEDIMENT BASIN 5 INSTALLED IN ISITAI GE / �� 1 '� \I \ IpIIIII \URB CUT I I I/ / / /
1 \ \ / /1II11 \ \ / I / N/F GOODSON CHAR[lE B JR /V A v_� L /I / / / / // /(III \III GE�ANr 1111 ... Ci l
-/ /// ///// v //// oRINIacE IIIII ��� /x
/ / I I I / -- //// / V 1/l I EASEMENT 1 I - ��� i.i������ \II \ /
t' ��' CI-10-246 h
A I I �1j1 n- NS
/ / / / 1 \ / // /// / -_ i\ \I I \ I / III 1'
III I p .15oss ,,,PRIVATE ORI4INAGE EA,SER(ENT\ I \ I / l I
/ 1 I I 11 Dl-10-245
1/ / /-/ / 3os I V A 1 • I V LEGEND
LIMITS OF , I "9 \ NEW ROW
I I I - 7 //- i1f:7
// / NEW LOT LNE
// -- .aP! 4
/ / / // / ASE BOUNDARY
, /.
/ / / // / / INSTALLED/N STAGE 1 1-i
lAND MATAINEDTHROUGH CONSTRUCTION -243// -/ / / iE RIVER RIPARIAN BUFFER
/ / \ I I , _-I �/ / � v III s., /\I \ \I I \ II \\VAI11 �a_ ,� �• s aoi )' `V A _____________ NEUSE RIVER RIPARIAN BUFFER
7//// /'/ v v v 111 111 m i"r, . �' 44 _T— .�/ / / / w`✓ •�\-. �,;?'�� � / - a. \\\'t,
\ �€'''' \ _-_ _-_ PROJECT BOUNDARY
., 7
/ //��/////// /V I ,„„ t,•�' • �� v o A\, / m \
/ // / / I s O /,,, s \ _ 225 EXISTING CONTOUR
///�/%%%/// �_WENDELL FALLS/ ' / IV / I ,/i' r.......„..........._,
mis �� ��� / / v LIMITS OF
// i l I 3 so4 ��� _ -'Y� \ i \ DISTRURBANCE \ 225 PROPOSED CONTOUR
// //\ / / COLLECTIVE SITE / / /� / / 1 cl-1o.304 trm ,�� y////// //�///-- \- I / llII l / / / / /1/1/I N �, 307, ® V, 1 \ R vvvv v Al / HARDWARE CLOTH& VCI ID-241 \ / / _ , _ , _ , _ , _ , _ STORMWA! 1::::CE
MP &/ / / ///-- \ I l I l /l l /// GRAVEL INLET �I.v -� �I \� \ ` �20'\E\METER BUFFER \ / ACCESS• \ \IA V -•- •-•-•-•-•-•-•-•-•- PUBLIC D
// - I / / I 1 •.� /' )1:
\ ® - _ \I _ \ I \ \\� \ PRIVATE DRAINAGE EASEMENT
///' // /I 1 1 / I / / // // / III ! 11 � o / - A . so ' ��
_/ - - / / / 1 mu I,', oO -� - I \ 1 CITY OF RALEIGH PUBLIC SEWER
// / / I / / / / / / / // / / / I V 11111 1 / _ Ili �� ' • - ..� // e I • '' 1 V A.\, A .A�I TYPICAL LOT GRADING
% / / / / / // / / / // I / I W /,' \ _ \TROLLED EROSION CONTROL MATTING EASEMENT
/ / / / / / / / I • I® 4 ' -- -_- I O (REFER TO SHEET D1.3 FOR DETAIL)// SYMBOL TYPE DESCRIPTION ROLLED EROSION CONTROL
/ / // / / / I / / LIMITS 1111\ // ;fit
\ I -- 61 Utiii \ 1/ \\ ‘V yV 1 v PRODUCT
---- / / // / /I/ 11 I 11 / / I DISTRURBANCOE 11 I I ® _ ��� ��1 - - ll .' {0 I s 1A A`' ���^- / A TvaeA Fro�ttoBeok
I l 1 / I / I �. _-/ _ L=- = I
\ 1 lil cl-lo-zz� \ \ 'a\\ \ / _.. .._ EXISTING WETLANDS
l l l l l I I i 1 _ %\V ,.V ryas B Back m Front\ \ \ \ `► / \ / © ® HARDWARE CLOTH 2c GRAVEL INLET
I I / / / / / / / I / I II _ \ n y p GRAVEL BAG CURB INLET
�I � _�� \ I PROTECTION
/ 1 I z 'Pug 11 I -� ..Y ov A A Type 0 Split o Back a o Front T° o \ \ \
I / / ` I V AA\V I / © re
PROTECTION
gRAIN�cE 7AsMErj1 `,t \ \ V I 1 I
n' I • ,A' I p I \ \ Type To Right
/ / / / / 1 / / / I I / / / // I I /, ii
. I 1 w �' - '� o o I V A A A V' \V 1 I '1 / FPe 300.18 FINISH PAD ELEVATION
/ I l l / ll 1 • I I -1 o I A \V A Y/
/ O, I I ,L I I M I \ I 1\ `1 Type E To Left
/ / / / / / / / / IIII ._4_o0.1u / I1® I I 1 ® I - ill \ I / / \( \ YII\ O
I l / 1 1 I I \ O.O OI000009d // 50MHI 10 235 / I DI-10-231_ 11 I I 4.1' 1 lel 3_ C1-70226 / / /\ 1 \ \
/ I 1 \ 1 I\Zf J' 1 P O C� LO I I I .• T C1-10-230 II I I I / r / i /\� •I I \
/ 20 °
O O pb Q•M / _ CI-is. / J / 1 Per direction from Weke County,silt fence can be
' I IP O O VO • �dI ' O® al II PUBLIC DRAINAGE EASEMENT1 \A I \\I1 \ / OP OIO • 11'I • I d _ -T 1. J I�� _ e 71EIDRr,1/NA\EIEASEMEN\R\ \ wrapped around multiple lots at the same time in lieu
l I O_ V1
,-sr rit 6 1 / 10'4PRll�1 1
I I I I I I paw- r v AI oA I D/-10-220 I 1 \\V I of wrapping lots individually. If the builder chooses / N.C.ON\
\�jays I VAA I I "'D/ 10 z3s-�i� f ,� 1 o '� I ®V �� n I I 1 V A VAA to wrap multiple lots together,they must be ��
\ ./ m �R!! R 1�36 f 01 I \I 1 1 Ci�10 1 s abilrzed al the same time in order to be released. 41 e[PogE Yp qc
I v V A \ A\ \ __�I I I I o-�� -/ o Q , \279 A 1 V Builder shall coordinate with Wake County for areas S TQ P
AGE
I • that plan to use this _ _rc a `^ I si�`+' "� \ at la 's t 4c4a
_ I i - .�,- , NM ^, m 1 sa7� Its.. V I \ \ evaB unun
�� a m-221-- I '. - 1 1
�AV��_��- � �1111111 //'� '�7 1,� y� 4i �� �..a GI 1 ��� �'p s",-•-2P3 �� ��_,/ D D 224 ��� I\ \\\ THIS SHEET IS SHOWN AS PART OF THIS SINGLE LOT NORTH
�B �
\� \\�- 11 III / 'C5 ■-' �✓ ,A� \ EROSION CONTROL SET FOR INFORMATION ONLY.
\\ -� �\1 II I '*1 - �. ®,I �rrr�m,rd .�� \I \ \ 50 0 50---N� V A VAv�_ v v IIIIIIII I 1 / __, 1 t'4' - �_ -® r7,�mr LIMITS mn,�;.. •�`,'o A \ \
�� s
\ \ \ \� -�\ \ lj// III �. - �� I----Ms... °.. ,o .,, DISTRURBANCE �� - \
ATCHL
IN 7 I v �i/ )I,lv I� // , r I C3.2 . � T I , ,-.1) V v \ SCALE: 1"=50' (Harp.)
. 11 - ��,� -16t.�,,..� rin�a■o��� ,Haraav I ( \ I 1_
I 1 I 1 I 'N I l I macsLE NUMb,:1
"` "` � WENDELL FALLS PHASE 10D DATE: '°NE30,2°� SCALE
RHORIZONTAL: oxnwiNC NeMaea
v 1��I�IQM�CREED W E N D E L L FALLS CONSTRUCTION DOCUMENT SUBMITTAL DRAWN DCR
;� , ,,/= , WENDELL, NORTH CAROLINA DESIGNED DCR
• -r, 1 I _ 1730 Varsity Drive,Suite 500 CHECKED CHs VERTICAL: C3.1
�P2 Raleigh,North Carolina 27606 B Y PROD.MGR. CHS N/A
Phone: [phone],Fax: [phone] \ ! \ /
�O ENGINEER. O.� F-1222 I 1 1 1N GRADING PLAN (ENLARGEMENT)
REV NO ISSUED DESCRIPTIONS DATE „IIII 1111\, \ STATUS:
N. REVISIONS ` N. N. www.mckimcreed.com / \ ISSUED FOR CONSTRUCTION A /

LEGEND
/ i �f� V.
���� �� �>, - i„ I T \ \\ N - - - NEW ROW
s. ri-. \
1 / �rr6 \ N------\\ NEW LOT LINE
ll �:� O _ a n=,�Mry� MATCHLINE- SEE SHEET C3.1 r
zo'PUBLIC DRAINAGE E/A T PHASE BOUNDARY
-_ � �' �Icy uT .✓ 1 T I l
/ / i lit , •
SOMH f0-234�n i7 O�I e ' D1A/N AS M T �: 7 \ \.
0 /89 �� �L7� x�� I a -1 - 1\A A NEUSE RIVER RIPARIAN BUFFER
V� _ 0
D1-10-191_ ' , . --PUBLIC'OPAII�A E E' /I / ; DI 10-218 3 \ \� — — — — ZONE 1
I I II
.7.71.1 �. fdki - i l I® ® t I �I,.. ,,, 14 I I QII 1 \ 1\ \ , NEUSE RIVER RIPARIAN BUFFER
cr 1
1i t _`_IP �/a 11 f o \ ,5�o ZONE 2—-- --— PROJECT BOUNDARYDlI ., ze.iI _TF 1-11 - _ �� —'yt ltu CI-10-194_— _ / _ / y r�' /i
J 1--1 I 2.7 .-�i ra l \ \, "'{ d' I \� ..���U�r ,302 sa��/s�� � I �
I ■ V II ����� ,va-10- r = ���� � 225 EXISTING CONTOUR
I I I Iq ryl_s�'s `'°°°' �I� _cI-10-192 AAA /. ��� 225 PROPOSED CONTOUR
�� l lia ������ -RonD o67 •
_ I / / STORM WATER BMP MAINTENANCE &
:�� am 189A I, I \ P. MGM ' �_ / , �. �� ACCESS EASEMENT
ft, , -\.,__\---
EE
\ i I ® I `C,-- Of ■,',�' --�EI� I�/7 I ii
ir
� I I Ago seETwssHEFT ' .„I
" riapiOuBBLLicC/
�11I -166 -•-•-•-•-•-•-•-•-•-•-•- PUBLIC DRAINAGE EASEMENT
\" =10 1410
-__ II 30 "_ .I / � � � s�n i� CI-10 764 RAINAGE EASEMENTz999• II o ; Dl iozls I- A I-1ss i \ A. - - - - PRIVATE DRAINAGE EASEMENT
a-rD
oo.2taoo4r I / I �I I I I IAI 1 I ' / ' I/ i I �,� g/i
�� 3 o.ea II I ��� _ • � 30111 J I \ 1 �g i _ _ . . _ . . _ . . _ CITY OF RALEIGH PUBLIC SEWER
�� 3oao7 Il ��c2 intla �/ ,14 25� I111 31�r ti4i I 111i. I'I11y/ / \ �// / EASEMENT
:\
300.19300.3' _ _ ��¶ �z /i I t
'3�o.aa vik;
11 L_3.' ��� �-Y �
'� -\ i D1I 10-21 - � �., I IIIA I II iI ) i r $0111 . )- I / / ROLLED EROSION CONTROL
/ u pia 2so `_ � 1. a VN 3oz I\ I I I I/ 1 � � 1 II/ 1 � 1 1� / PRODUCT
I����■ r SSSiii$FFF �V /
�� CISI 1JlI / Isor z9 , 1 I _. _...._.] EXISTING WETLANDS
J D_1-10-z1s / �,�.r 1 vci-10-21z I III l I I/ vci-i0-1s1 \
_ J j j_ f �l �RI'VA7£��� �' �JOCA T yy�/ A 1 I Ueuci RAINAc EAR Nr CI-10-160 V / A
SCALE: 1"=30' / AI GE EASEMENT / DI-10-214\�J�,-/® '( /I / / \I / 1 11 A/N 141 � \ I I /,/ HARDWARE
K 7I��/ ,�n L/ J1 1/ pu_ro R yNA E�frsF/ \ a 0 PROTECTION CLOTH & GRAVEL INLET
P IVATE DRAINAGE EASEME T s_. / I Ol 10-163 L J L—/L 0,, I I
7/__�va-1D-z13 ��`��� "TI w - I-- 4 \ 'I I I / re GRAVEL BAG CURB INLET
V �� a 0 ' .m \I I I I yl PROTECTION
\ A wf -. _ _ 'HAS 1.D Oe e-y,o vrarvnTC11 7 1 /\ /
e. rA Ira\ : 1 1 / FPE: 300.18 FINISH PAD ELEVATION
Vl /-,Ell 10 211"A.E,0c I I / / / / /Dl 10-182/ • AV A
ID'CLASS B R(PRAP — _ // l i j 1 3 / / / / / 90 1 �•,.1•✓�.. . +\S40D \\\ 1
x \ _ + \ \\\
® /\Ni \� \\�� '//// // /�// III / // 1/ ��ry l <. EE THISS i1 H, 10G \�) .
/ // _x /1_�� I // // ////// /i,I7/ / I
Di CLASS]RIPRAP • \\Il I \/\\
Y 20•PUBLIC DRAINAGE EASEMEN \ \ \
// � ••I -10-758 �` \ \ \
/ 300.x3'30o 4 o.zs' .•.Is •I \ II V \\\
300.33'30 1' 1 O TEMPORARY TURN-AROUND (\?��!11 `\ \\ \\\/ \ \\\\ \
_ IIM
, HARDWARE CLOTH/- �• • 1 I • /I \ \po\
GRAVEL INLET
PROTETON(T1P) - \ , \\\\
—— — -• --
INSET ..
k
SCALE: 7"=30' ,.y�' 1 •� \
r
I
/ :::\,,,,,,\,,,,,,,,
�1 ,., .
,,, --\%
...
\ zs7Tt'� _v.r_.® 1 .
'\ \ C1-10-152 __—
�, `s0/ , ` `` , TYPICAL LOT GRADING
297.3ffi��� — °'±-p S. pg; / .,,, \
• '300 \ SYMBOL TYPE DESCRIPTION
lk
y- • x.\ \ \ • Type A Front to Back
. ri I SET 3 ,�J'* •\ • \ � \ 1111 \\ OSGALE. 7"=30' / / ` —— IB Type B Back to Front
/ • 't • Type C Split to Back&to Front
\! \ CI-10-148A •: \ I
-
// \ o / \ `)1/4,..\........:.... .........____„.......„,
Type D To Right
/ 111:‘,.\,1
yp E To Left
T eg8
:1�. , � \ \ � Per direction from Wake County,silt fence can be
\ z3o3.as'�I t —-\ �? �• � wrapped around multiple lots at the same time in lieu
M ' q a t'- ar of wrapping lots individually. If the builder chooses
So3.37' C/-10148� �a•2a\ ` to wrap multiple lots together,they must be
,.._.__..if
\ `•� a • �� _ — stabilized at the same time in order to be released.
003.ze ., s — � � Builder shall coordinate with Wake County for areas
aoals' . I//\ __L that plan to use this approach.
>s03,io' l/ \C1-10-1088 -7`
-03.05' 'I/\\CI-10-I08A \. — THIS SHEET IS SHOWN AS PART OF THIS SINGLE LOT
03I ft® V 1y^•\\—
iI1ihiu1
v?,\\ Q C _ EROSION CONTROL SET FOR INFORMATION ONLY.
•SCALE 1"=30'
/CALL CODERR
BEFORE YCII DIG
_,..- 0
STOP
1-1300-1332-4949
\WO111.11UTY/
NORTH
50 0 50
SCALE: 1"=50' (Hori z.)
srA1 " SEA i as i i 1 ♦ i Ma�e�NUMo„
I,III,II,,, WENDELL FALLS PHASE 10D DATE: JUNE30,2022 SCALE C3.1
`.,cRjH �;.�. V ® CONSTRUCTION DOCUMENT SUBMITTAL DRAWN MCE J.a 02735-D OR HORIZONTAL: cRAW1NGNVMBEP
; , v MCIQM&CREED WENDELL FALLS
/ _ `, WENDELL, NORTH CAROLINA DESIGNED DCR
1730 Varsity Drive,Suite 500 CHECKED CHs VERTICAL C 3.2
3 1 E,.r '
•22 Raleigh,North Carolina 27606 B Y FRGJ.MGR. crls N/A
fNG1NEE?. � Phone:[phone],Fax:[phone] GRADING AND STAGE 3 EROSION . .. . . /
o F-1222 NEW LA
ISSUED FOR CONSTRUCTION wazosw C ..R\�c STATus I>
u° CONTROL PLAN (ENLARGEMENT) SSUEDFORCONSTRUCTION
REV o DESCRIPTIONS DATE L,,,,,,
N. REVISIONS l N.. N. www.mckimcreed.com / N. A /