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- - P.) EASEMENT 1 �v�v 1v \�AV �_, V /�c��
_ ROLLED EROSION CONTROL MATTING , / 1 \ \ t � \�
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-TREE PROTECTION FENCE / / REFER 70 SHEET D7.3 FOR DETAIL \ \ (INSTALLED IN STAGE 1) \ ds \ I I \ \ / T \ ` \\�_�- --
\ I - / / / ( / �I �°t 1 i II \ \ \ I�I'1I I / I III• \ 1 I 1 1\\ \I i \\ \ \ / / / \ 30'NEUSE RIVER RIPARIAN (O
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I 1 ( \ \\\\\,\ 18""TEMPORARY SLOPE DRAIN
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1 00 —i \ \ \ \\\ �} \ 20"NEUSE RIVER RIPARIAN -
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PERMANENT SWALE
/ST' NET L' \ LINER. \ \ \ (TYP) ,/.,-
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\\ \\mil\I�1 ' III / ( )__- /�/ ` ) D1-17-043`I'�r I 2 �'.+ \ \� �\ i'(DESIGN BY OTHERS) `1 \���` $g:
\ \ WATTLE TYP. ® I CI-11-042 70 \
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v v I / / 2638 i �I� a �� G � v` v v LIED w/sn Aw w/NET uNER
\\ \ \ \I\ 1 \\ 1/ SILT/TREE PROTECTIONS ,/296 I'TC/-77-057/ 293 G� 290 _ % -- j I / ` 1 ""rl / 1c _ IAAA \ CI11 55 I HARDWAR CLOTH AN GRAVEE/ 4/ / 11 1 2a:::46:ill8"
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_ FENCE TYP ilj_
\ /1 INLET PROTECTION - O/ �\ - I '`■ SILT TREE PROTEC7ION�
\1\\ \ \� \ 90� • - „1�I�l- -m—�I— •- �' -- _- ® /.' / / 1 1 II \ 11 1 TEMPORARY SLOPE '• FENCE(71P.) P�,\ 11 \ 1\ 1� - —_--_ __.— _ _ _ _ }� / / / I/ -/- -24"TEM �RARY SLOPEORAIN .Y- DRAIN ` ��. \ \ 1 /'t1 \ \\• .kCONTRACTOR NOT TO DISTURB STREAM
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,
O IN ALLED I TAGS 7 ) BUFFER AND EXlS77NG WETLANDS EX��{ \ I O \\ \ \ Y \ \ INST ALEDRANSTALGOEi)R \\ �� CROSSSNGSATODEXTENT SHONMA(T1P.)
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11 ��_ _ •� A`� ` \\\ II // `l� —�_ _ sN&Yg 05� Z ,) g\\\\\\\ \•�\ (INSTALLED/N 57DAGE 1) �'�2 \ \`n N ��\ /\I \II ��i �\ _ ''''C1-11-049A � - - /- 1 / / - ® p�1 TEMPORARY STREAM CROSSING 2
\ k �`- - - \\ // / � � - _ _ s EB)rCU7 i `! ® 't 28/ 040\ \ WATTLE(7YP.)-- i \ \ SKIMMER SEDIMENT BASIN J/\1 ''',." /4 (INSTALLED IN STAGE 1)
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\• \ /r, i• 4 a � \ 84 39� / : > \, \ - I LI SS 7 RIPRAP ._
Ilt 1 \ Lr s `\� .. `;: < i •, -17-0 ����'� °':...°:..a.:*111...04
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TEMPORARY ,N4,......... .,� _% TDD/{7 4 ,, _,�u,�� \ \ 6� �M � / 1M2 P\ \` �y� _ / :I��aCOTEMPORARYNSTRUCTION\\\\ Cl 17 048 \ y� `EASEMENT\\� r. \ \ '— .(INSTALLED/N STAGE i)l ! T i44 •�, s2,� jpR06\\ �CONTRAC70R SHALL REMOVE TEMPORARY'i ®�Q� \� \�� \ \ j_, -� 1,):-
.- H 18""TEMPORARY SLOPE DRAIN 1 AS �Lv SKIMMER SEDIMENT BASINS AND SEDIMENT 3Aiss - U ' >�\ �. �, zg0 / �� ` � , >` _ , NP C/-77 037A' \ \ �\(INSTALLED IN STAGE 1) �\\-WATTLE(TYP.) ��‘\ "'4� / \ TRAPS ASTHEYCONFLICT WITH - 6\ 6\ \ \ r ��, `h� ESTABLISHINGGRADES ANDONCE \ ♦ 'Ct \ �y, \ - ]��`\
\`s \ \ \, 7� .5 6' �I /z9O '�`�� I UPSTREAM AREAS HAVE BEEN LARGELY �\ c ��� . _ P 1... > \ \ \�\,',.. \� • ► �'' /j ./ -OBL CI-71-006 \\ :,.
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\'\ J; / 43.,\ � y3 �j P' I_I ` / \1 ,r` � STABILIZED OR CONTRIBUTING FLOWS a,`\V� ��i� 'A,��/��'.� / f ,/` \ 1,\ \ SILT FENC70P ODF CIUL VER�CHEADWALL(ET 7 YPG !• �� �.
�\ ./ �1 / 4l4 C1-11-047 I`,� HAVE BEEN REROUTED TO ALTERNATIVE p �! �' NI \\\ C�-1/-021 _ CULVERT .....:,,,?..,..1,,./ *��
Y \ 'e ��� vc' n-D4a a-n-, f m f, - \ l 1
- �/ r �1',LL- / N \ I I I MEASURE(TYP.) _ - 07\N - I ® \ G2 \ `.�` i
\ l " ^ /p y/ I - _ C1-17-037 - \ / 1 OBL C1-77-007'✓ A. -�"' HW-77-740
- 24 TEMPORARY SLOPE ORAI i /1 T\ `.._ / ��� i::,,- ..2 \ ,... Z •!,/,...tJrOk \-\ \F
\ (INSTALLED IN STAGE 7)I ,I� I �` - --, - - _ � / �..,!, N\ \� \ \\ \ yq�� 7-�� Ili R�,�• CLAss RIPRAP
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/I ® —�� eg\ ��_ �' 1 I y :O' (INSTALLED IN STAGE i) `�j. `r``� � �8X6 REINFORCEDCONR\EBOICULVER\ \i1-046 C1-17-045 f �' 9,.r� l \ �- \,\ \ C1-77-004A EMBEDDED C'BELOWS7REAMBEDELEVATION
/ / ry0y` `\ Bj. - \`)�r�/ I �� ` .; y WATRE TYP \• , \` `I \ :2j5 \'\\\\� ��� \ / / f \®� +��c v� �� ' v Dos sHEE 4.13 FOR P N A��RDF¢E1 / �L_ , ® "``' ��� ��� 11 �1• ( ) /� �\ \" ,/��'� \ , \\ CI 77- ,/ �/TEMPORARY 75""HOPE PIPE // I I I I -' s,r..� '. �: I z `k��. '' o ..�' .A '.v ;j v v_� j', (rNsraLLED IN STAGE 1) Irk:
ROLLED EROSION CONTROL MATTING 2• 8,.�v /u� �'
ON SLOPES 3:7 OR GREATER(T1P.) I;; -\2 -77-73�,`�\ I,I \ 1 /T_ U� �,� \ m 0 \. -_ 0r _ \\ \\ \ - - !i� (t' . / / \\
( ) o- �.:� ®i' �V ..�� 4 '\ vA .:04: / - -ooa VAd.'�1H \`� -.REFER TO SHEET D7.3 FOR DETAIL I\\ B 7, i• •A SKIMMER SEDIMENT BASIN#1• ` \ '� i \� % \
\ /_ �� 280- ` ,ry (INSTALLED IN STAGE 1) A" \ \I-11-033coelk
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LIMITS OF DISTURBANCE l „4 Cl 11\08ii. :11.c\#.11
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r -����n y �_ LINED W/STRAW W/N£T LINER D1-77-034 I •'�. `INLET PROTECTION(TYP.) \' DI-11-D7j\ C SKIM SEDI7NT \ L '011STALLED IN STAGE 7) ,,\,
- A�- '0 wM r� DI 17-738 - - I-11-C-- BASIN 6
24"TEMPORARY SLOPE GRAIN i aj �, \ i �I: /..,...„;..,..._.,,,,
,• �.,. \ ( ) \� �rOLCED ERIjSION CONTROL MATING'7� ro \ \ INSTALL STAGE 7
Wilk
- `_ i CI-11-032 i - VCI-11-078A\ \ �� _
(INSTALLED IN STAGE 1) _- \ � � - � �� - �_ �j� ��� •\\`• % �+�,�\ t ON SLOPES 3 7 OR GREATER(T1P)
\ \\y� /\ _1� — —�C .it\\' 4� ryc �� - - i 1 \, i \ \
< \ - i __ /' �` .'-VI E'035 �N�:� �� TDD p207 REFER TO SHEET D13 FOR`ETA\L`...
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\ v WATTLE(T1P) TOOI TA R '* CI 11 036,�� rGj.. /pr"\ VCI 11 078 \LINED W/STRAW W/NET LINER � •. �8� \ \ CONTRACTOR SHALL REMOVE TEMPORARY
(INSTALLED IN STAGE 1) / - - 11 \ ���' poe�`c ,,- 73' \\ CLASS B RIORAD. . SKIMMER SEDIMENT BASINS AND SEDIMENT
LEGEND y ~\ > _ DI-n-137r': ci-ll-on evo,'. D1-11-o16A 1 2
�S-xi F� ` �� \_ ---' / \ - -$ �� i� /�1 O,\ •\ \ a �12:5
.KEYED-lN AROUND `,' TRAPS AS THEY CONFLICT W17N ESTABLISHING
i� ,t. �� - - i! l� l SOMH-Ii-003'
\ __ / Nfilik HEADWAY L GRADES AND ONCEUSTREAM ARESHAVE� \ '� �� WATTLE(TYP.) ----- .'���__ � �B\_ � �' `' / 9 �^ PROVIDE STABLE TRANSITIONS A7 DISCHA 691 ,; � \ BEEN LARGELYSTABILIZED ORCO TRlBU71NGEX. R/W LINE SILT/TREE PROTECTION \\ \ • \ \ -_-- / N • -c1-I/-DIG 1 \\\. FLOWS HAVE BEEN REROUTED TON
SKIMMER SEDIMENT BASIN 2
,,..rr /' POINTS ALONG SLOPES ALONG THE D
FENCE TYP. \-� \� \ 0� /\� SIDE OF RETAINING WALL \ 'ALTERNATIVE MEASURE(TYP.)
NEUSE RIVER RIPARIAN BUFFER ( ) /1� vV v v __ _ __INSTALLED IN STAGE 7 �_ r � ��%�� \,',y�,�,� A. Imo ) ` �i��. A t co
—__—__— ZONE 1 =\. \ ,� �....\ r(� = ?� \�\� _ 2.1 7' .(., 2. 1 �-�� RETAINING WALL ���..5 _ - k t\ _ / i\\ � VCI-11-02 ��V SE OM`li 002 '_--_--_--_--_ NEUSE RIVER RIPARIAN BUFFER \ \\ ` \\\ \5 --- \- - ` 5E-?ca II of 11 015 EE SNIPES GN BYOOTHER � , a '� \
ZONE 2 ` _ \ �i7 \ � 27 a ' s .COMBINATION SILT TREE v _ /--. v _i_ ` Y \ \ I\ l 1 % CI-11-037 D1-11-03� 00 •
`\\\„ ....,
sr/Tvr / �' 111 \ �-\ - i%/ \ \\ • /� � ,• 18"TEMPORARYSLOPAI \I /// 78"TEMPORARY. ��`A\V (IN57ALLE0 IN ST LOPE GRAINWPROTECTION FENCING I / \ \�, \ __/` '� _ 78'"TEMPORARY S\ ��`� �, �* ` 11zA. \ _ Tt.,. AGE 7) 1TPr mr TREE PROTECTION FENCING \N ;,II \\ < -270r� / \ 11 �, \�` \��, +:t\ , \ /' '• , 1 �/ /oPE DRAIN�: '\ ` r \\\\\.� \' C't _\ \ _ -/ _ \ , ilit �� 1OO X40"X24`, SILT FENCE OUTLET\ \\ \H\=- _ / \ _- ' \(INSTE IN TAGE - rr ACn
\ 'c_ _ -i- \ D/ 11 029 .0APRON _ LLI
p �� W T � S 1- J CLASS1RIPR-480 EXISTING CONTOUR \ ' �\ \\ \ 30'NEUS RIVER RIPARIA� �(.-\y ® \\ 1� W. U� 028 '®� \SKIM%NSTAEL,EDN,NBSTAGE � G� � 11 WATTLE(TYP.���� I \ 11 \ L-I
,1/ ` \ \O BUFFER ZONE 1(TYP) 7 \ - - '- \ '� • CLASS/RIPRAPi���� p,,
480 NEW CONTOUR \V A v - - 270
7
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1 yyy 24 0"X•.0"X 4'"APRON ��
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0 NEUSE RIVER RIPARIAN-%l T`I �� `,, / -.1 \ 4 _ - - CI-11/014 ; I� I T ,1�'{{/{/�//////// 1 SCM 34 __ +�" \ ,` \ LI-I
\ I� \ _ \l 4 I ` - �r�� t '' 171I11II II D4.1-D4.3 ���,1 1 \ _ t J
TYP 18"TEMPORARY- ® \ 7DD 3 I' '� SEE DETAILS SHEETS \ \
NEW LIMITS OF DISTURBANCE I v e z0�' - / ( \v / v IV _-_ )_ ��-SEE DETAIL SHEET�O7.1 -���� Z �' Dl-ii-016, I �lit / ���,'. 1 ,� 11 v� Z
NEW DIVERSION DITCH v �` A�: SLOSTAGEAIN v� P(-37A�LE0/N STAGE " (INS ON RETE WASHO�)(1- *�'O 1 1 �1 _ -
\ ( ) - TALLED IN STAG 1 Ir. - ,��^�.
_ f O \ INSTALLED\N\ \ `ate _270 �\ M j ` \\ HW-11-07 —� ��� ((INSTALLED IN STAGE
\ TDD 6 =
\ 1 / ) _ � - 1 (LINED W STRAW W NET LINER I (.�
0 0 0 0 0 o NEW BAFFLE \ 1 \ \\�\ r - �\ ='� ( _yI, ) t a,� 7 " WATTLE TYP.
\ •
I \ ` I--91°111 -.�_ i WATTLE TY-- I \ \ \ \ \
\ I 1 ,,0 ��\l\\\--24"TEMPORARY SLOPE DRAIN'.-- \�-- I '.. C __ � •.•, ( ) - _ S \\ \I \\\ \ \\ IV7�
SLOPE MATTING / h _ - / /\ .\ \ I I
\\ \ --�• �. \ \ \ INSTALLED IN STAGE 7 I \ SOMH 77 025 �" I \
NEW CHECK DAM \ ee \ PROVIDE STABLE TRANSITIONS AT DISCHARGE { ��' I '� CLASS B RIPRAP �� � \\ I \ \
\ \ / 1 ,„\\�" pp I�� 1 ` KEYED IN AROUND ��.. / \ 1
- -�\ ......--7-...
_ 3 VCl-17 012�"�-- p6i HEAP WA _ - / _ APPROXIMATE LOCATION OF SILT BAG PAD
`\ ,, �� POINTS ALONG SLOPES ALONG THE DOWNSTREAM \ - K/ 0.474 Y� I '�IY�IIr - lye fI �I y7DD J%5 //7 I'I \\(REFER TO SHEETS D45 FOR DETAILS)
NEW WATTLE \\ \ �-- \:,.. --_ v\\c\_-\\ \,\= SIDE OF RETAINING WALL(TYP) - )--(INSTALLED IN STAGE �\\1�t o � O r ,I� 6�' . (INSTALLED IN STAGE 1)/-60.\ i\•1 I �\ 1\
.� TYPICAL LOT GRADING \ C - ��_ ) \\\` \\ C/ --\ l RETAINING WAIL#7 V. �.`I\---_\. C1-77-073;f/jAgB' 78"TEMPORARY SLOPE DRAIN i DMH,71-071� /s�i --- 2 / I IIECr\� \I
ARC FILTER INLET PROTECTION \ � � Z! \= \\\ SEE SHEET C3.6
FOR INSET •
-TEMPORARY 15 HOPE PIP)." I (INSTALLED IN STAGE 1 2�5''-� ��� 78"TEMPORARY SLOPE GRAIN \ \ rlr
% SYMBOL TYPE DESCRIPTION \\�„,--- \\-,���\`\\ \ CONTRACTOR NO7S0 DISTURB STREAM (INSTALLED IN STAGE i )'': II ) 260- /(INSTALL^D I�ST=GE 7) •_ ,.,
°O°°O000� TEMPORARY CONSTRUCTION ENTRANCE A TypeA Front to Back \ \� ��\� ��\ _BUFFER AND EXISTING WETLANDS EXCEPT ......,-7. 71 I' a_� 111 ���-:7-71S-
�- --1'
, T \ ���-11 ! '/
1 SLOPE DRAIN O \\\�� CROSSINGS TOA EXTEN SHOWN(TYPO` AKEYEDRINR TO N `,' ��` °' �' p'- / �Iy./ -...., \ •I " _ ` / ��'l O�lll,� L© TypeB Back to Front \\\ `,r.= ) EXTENTS SHOWN` t ^gig ry _ / . �._( � T/7ROTECTION - - - --_ a1. 'B RE PlT
•,HW-i1-137 - `4�•TDD TEMPORARY DIVERSION DITCH © -\'�.. \.1 �_ \ , _, ®' kp 27 FENC El✓ /. ( CE(TYP) -__ �\ `. 4 \1 I
TypeC SplB to Back&ta Front �yl� ,+ i/ TW `�v'CWD CLEAN WATER DITCH `il SILT FENCE AND SILT FENCE OUTLET 5 //)/�//f�f// I / HW-11 738 �' t / 1
O _ ( ) (/Y / I ` —_ I - _ `\` CM MSEMENA(E j �" \ 1�\x , IALONG TO-`\`P�\OF iCULVERT HEADWALL TYP. � , S EASEMENT TYP \\ \�` X -\\ KType D To Right / / -'14116
� - \
_,-, „,F SILT FENCE OUTLET5:5-5 ORARY STREAM CROSSING 1 \ _ ,
D \ ��• a LIMITS OF DISTURBANCEO T E TO Left _ (INSTALLED IN STAGE i,( CLA55 I RIPRAP ` �T )\ II
Type \ ``�� ///// KEYED SHOWN
`\ OBL Cl 11 01 ry N2"RCP lL EELOw-EAMBED ELEVATION \\ \, ` � I �'\
Per direction from Wake County silt fence can be - _ s � k - ' ' ��� �
Sk /can.cLL ol p\ wrapped around multiple lots at the same time in lieu I UI N SHEET C4.13 FOR PLAN AND PRO€ILE \ �`� -., k\ I
BEFORE YOU DIG rp( -., - -
of wrapping lots Individually. If the builder chooses �� DBC CI 71 01a �_¢r_ \. I
STOP to wrap multiple lots together,they must be _ - _ _,� \ •\ --�
1-BDo-Bu-4849 stabilized at the same time in order to be released. ' - �� - •
\` \ \\ \,�� �s
ewo unurr - V __ _-�;"-� \ v v - '�- L_
\Olkale/ Builder shall coordinate with Wake County for areas _ _- _\`\ \\ �\ .,
NORTH that plan to use this approach. ',tie,"r �� sF v Ss ems* I � N-
50 0 50 100 \ \ \ \\ - `\.s.
THIS SHEET IS SHOWN AS PART OF THIS SINGLE LOT ` Jv\\Vv �`�
EROSION CONTROL SET FOR INFORMATION ONLY. \ .. ,
SCALE: 1"=50' (Horiz.) \ -
RE IuiNr,
SEA".
` \\IIIll/(III WENDELL FALLS PHASE 11 DATE' JANUARY 4.2022Emil
RILE NUMBER
�o�t°E 4 `�' WENDELL N D E L L FA L L S° CONSTRUCTION DOCUMENT SUBMITTAL DRAWN J. D2T D R DRAWING
v 1��KIQMCREED HORIZONTAL
'' - _ `, WENDELL, NORTH CAROLINA DESIGNED DCR 1"=50 ^S
1 . _ 1730 Varsity Drive,Suite 500 CHECKED GCA
ERTICAL: C35
D REVISION TO STUB ROADS 2022. ▪ OZZ.; Raleigh,North Carolina 27606 B Y PROD.MGR. CHS N/A
C TOWN OP WENDELL O� Phone:[phone],Fax:[phone] STAGE 2 GRADING, DRAINAGE, AND EROSION
0107
ews • ENL7NEE?,�'0�.�� F-1222
ISSUED FOR S ..... G'-' N EWLAN L A N D
REV NO DATE MIILNo J CONTROL PLAN �TATNS_ISSUEDFORCONSTRUCTION
A REVISIONS w J ` N. ` www.mckimcreed.com ` J ` REVISION