20240034 Ver 1_07_PermitDrawings_011775066_(2023-12-19)_20240105

O
O
PERMIT DRAWINGS
CONNECTING CARY SIDEWALKS
CARY, NC
PROJECT A: ST4001 BOUNDARY ST FROM LOUBEN VALLEY CT TO N HARRISON AVE
PROJECT B: ST1303 GREEN LEVEL CHURCH RD FROM BROOKS PARK LN TO GREEN HOPE SCHOOL RD, AND
GREENWAY CONNECTION ON GREEN HOPE SCHOOL RD
PROJECT C: ST1304 JENKS CARPENTER RD FROM DESHIRE MIST LN TO HIGH
PROJECT REFERENCE NO. SHEET NO.
01775066 /
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
75% PLANS
PROJECT
D:
ST4004
SE CARY
PKWY
FROM 300 FT EAST OF TRYON RD TO LOCHMERE DR
PROJECT
E:
ST4009
PITTARD
SEARS
RD FROM THE AMERICAN TOBACCO TRAILHEAD TO 500 FT WEST OF MCCONNEL LN
PROJECT
F:
ST4010
WELDON
RIDGE
BLVD FROM 200 FT SOUTHEAST OF CARY GLEN BLVD TO ALDEN BRIDGE DR
PROJECT G: ST4009 W CHATHAM ST FROM 300 FT SOUTHWEST OF TRIMBLE AVE TO SW MAYNARD RD
SUMMARY TABLE
SURFACE WATER IMPACTS
PERMANENT
PERMANENT
STREAM
TEMPORARY
PERMANENT
PERMANENT
STREAM
TEMPORARY
SITE NUMBER
STREAM
IMPACTS
STREAM
STREAM
IMPACTS
STREAM
IMPACTS (LOSS
(NO LOSS OF
IMPACTS (LF)
IMPACTS (LOSS
(NO LOSS OF
IMPACTS (SF)
OF WATER) (LF)
WATER) (LF)
OF WATER) (SF)
WATER) (SF)
1
8
0
0
6
0
0
2
21
14
5
66
61
21
TOTAL
29
14
5
72
61
21
SUMMARY TABLE
WETLAND IMPACTS
SITE NUMBER
PERMANENT (SF)
TEMPORARY (SF)
1
890
545
2
0
0
TOTAL
890
545
SUMMARY TABLE
BUFFER IMPACTS
SITE NUMBER
PERMANENT (SF)
TEMPORARY (SF)
ZONE 1
ZONE 2
ZONE 1
ZONE 2
1
1609
828
143
168
2
1966
1406
439
248
TOTAL
3575
1 2234
1 582
416
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
�C. ONE -CALL CENTER
IT'S THE LAW
-fnQOJECT
KELLY
CHAPEL
7 � �
� J =
cr_
r;
rej
��J~l
w
�U
W
Ix
DDU
e�� �eveL
W
-O
� r
� \1
54
ti0
540
gpIgTIO �
RIMMON I
PKWY
F
GREEN HOPE
SCHOOL RD
540
wO
REEK vE` `-t II SITE
B
FROJEC7 -
`�o �cy�
uF ,,u, , /� a7 /
IMPACT SITE 1 - SEE SHEET 2-3
PERMANENT ZONE 1: 1,609 SF
TEMPORARY ZONE 1: 143 SF
PERMANENT ZONE 2: 828 SF
TEMPORARY ZONE 2: 168 SF
PERMANENT STREAM (LOSS OF WATER): 6 SF
PERMANENT STREAM (NO LOSS OF WATER): 0 SF
TEMPORARY STREAM: 0 SF
PROJECT LOCATIONS
This document, together with the concepts and designs presented
herein, as an without written authorization and adaption by Kimley-
Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc. for which it was prepared. Reuse of and improper
reliance on this document instrument of service, is intended only
for the specific purpose and client.
LAKE
CRABTREE
O� r
r�
,rZSI
I Pp��
I OHO R�
T
IMPACT SITE 2 - SEE SHEET 4-5
PERMANENT ZONE 1: 1,966 SF
TEMPORARY ZONE 1: 439 SF
PERMANENT ZONE 2: 1,406 SF
TEMPORARY ZONE 2: 248 SF
PERMANENT STREAM (LOSS OF WATER): 66 SF
PERMANENT STREAM (NO LOSS OF WATER): 61 SF
TEMPORARY STREAM: 21 SF
N
AsLury
PROJECT G
f
"SW MAYNARD
SE CARY
PKWY
i
ROJECT P
1 i
64 i
/�j P R� N
SE CARYI
PKWY
Note: Not to Scale
PLANS PREPARED FOR
THE TOWN OF CARY BY:
■
Kim eye>> Horno2023
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
OWNER:
TOWN OF CARY
316 N. ACADEMY STREET
CARY, NC 27513
CHELSEA STERN
[phone]
[e-mail]
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
CALEB LOWMAN, P.E.
919.677.2108
[e-mail]
SURVEYOR:
WETHERILL ENGINEERING, INC.
1223 JONES FRANKLIN ROAD
RALEIGH, NC 27606
TONY ALFORD, PLS
919.851.8077
[e-mail]
GRAPHIC SCALE
io o zo
PLANS
10 0 20
PROFILE (HORIZONTAL)
1 0 2
PROFILE (VERTICAL)

O
O
PERMANENT STREAM IMPACTS (LOSS OF WATER)
PERMANENT STREAM IMPACTS (NO LOSS OF WATER)
TEMPORARY STREAM IMPACTS
D ETAI L 1
\ PIPE OUTLET CHANNEL STABILIZATION O
` Otto Scale)
\ /` Natural Bed
` Elevation
atural Natural
rdv�D Groun
. ` 1 5 Tuck Geottxtile
a Minimum of l•4t
` \ Geotextile* 1NP)
END CONSTRUCTION
-L7 - STA I8 +2/.07
TIE TO EXISTING
-L7 - PT Sto. 19 +13.15
Ze3� V
e32�
N 20
\ Chan
lVariabBed !pilace Geotextile Under Riprap v t Q
LencbtLi i �5`Ft. LQcations Directed by Engineer —/ 7 PC S/ o. 10+23e5U
i
` Type of Liner=` CAL —I Rip —Rap — Key In `
ETF ETF ETF -L7 - POC Sto.17 +73.69 =
_ \ \ .&00 i
-Y7- POT Sto. 10+00.00
/ INV OUT=411,54' i
55-43"22.6"E
' R
� • _ / c
ETF�ETF--r^+_ETF— �ETF�ETFETF �. //, 55
RETAIN EXIST SYSTEM - - - - -ETF
TOP=419.4
\ - - INV IN=407,77
INV OUT=407.70'
' h
EXIST
G \ �5.5 _ - %- W W EXIST
e 1 �1tI _ HAT —I — / /mil 2
✓q/�J ST �� _ -' VS /, \ 25% ►DEWA►-� ' ATV Corr).
TYPE /9' - a` m _ _ ' � , _ - - PAC SR �� C 5 //
'An —I / / cR 8' l _ _ __ — — Srw_cHain, ll�E-M E EXISTING x Z Z - - - - - - - - - - - —4.5 EXIST ss i TYPE l l 20�'R l I F �i �� 3" Pvc/ sTu6 !.
-G& RET c GU _ �'�war— - -�� 14.5' 18,5 ,' REMov CR E 5'�
�X, �_ A/N C& — — — c �— _ _ _ _ _� -� - 30 R I �e R
` i0 CV - - r '�► — c c--� —REMOVE-C VEST— — — — //�
\ �` /C�/ --- _ _ - - '�-'r- ��I AND ENDW LL �c—TAIII�C&G '1 '�.�y�'. 5� /0'/7�=4
D ETAI L 2 �� - . - _1 „�O, , - — — — _ _-- - - - - - -� I -a RE _ _ _ - - I
W 420.Pfl' ✓ �IV=420 ' RETA�N
LATERAL $�4SE ,611FCH ���� ' ' / - - _ _ -GR- _� _ —� — --r- _ _ s��3 & - _ �— cR INV ou-G2,D.1 _ � ouT=g2o.45�/-
( Not to Scale) I / / . — —'C— �
Qy , ,'——————————------WCtS — — ——— —-IF
ET -----`-� -_ETF - - _ ' \ TYPE l SgM I /i, 15;•RCP-IV-
--b� \ —————— — — — — — I
8 .D TLE IRON, �� ' \ ----- — -- _'/ 1j,,F,Z
Natural \ ,' ♦ , _, CARY / / ♦♦ ♦ , /———__ —_'�T�DRAINCGE——— 1 — _ W lei ———-G- ! ' 15 H, i0. -: � _ 4 -a�'� W yN-�\.y,�- C-2 . !� �'/ - �� /Q l❑ lF / SPECIALMIN DEPT 'CB-FGround / p _ ' / - _ - - ---d ♦% �-�.SEE NOTE)-_nTw''s_/,- - -
otexti
\ Geotektile B 1 '// SEE NOT \ T� �' V V ' - - - - - - _ 1 , ,'. ;. _ - -' `\ / / '/ ♦i '
' n' �fv1i`di�mum of lft 1 1 1 ♦ � -
\, _ plc, (�P - \ - -, �' ' E/ —, ' �` / / I I L ! 67'
Detail AppliesIWhen B is < 6. , M' D = 1.5 �. / �' ♦' ' ♦' — -
- �- _ _ _ - BEGIN CONSTRUCTION,
fo Class I and II Rio -Rap _ - - �p - _ _ ' / ♦ / / , ' Tr — • ' - ' - , / / ' .� - - / I / / I I` -
d = I .D Ft. / / ' I / ' !
Arid All Widths for Class BRip-Rap y� / / , L7 - STA I4+7-6. 1 / S \\ 1 L /_ , / / �T CE I LQ I / I 1
B = 2.0 Ft. ,' / TIE TO Exl�'- ' \ �+' C r , - ' \\ I I �T CE� I 6PECIALI 2'' BASE plT'CH ��
I\ Type of Liner=_ `L. B Rip -Rap b= 5.0 Ft. / , I /' ,' , , - - -� \ py�,�,y - n \\ E \ ` ` I I
_ \ e� s / TCE M//CL. BI RIP -RAP/
1fir , . \
FROM -L7- S'TA. 16 + 21 TO STA. 17 + 3 - I ' , - ' J \ EST. 50 TONS / I 6 r, AC, TOWN OF CARY
EF T CE ,,
�\ / — 0�, , I ' / / G� / //♦ T E_ \�30' �8"DlP \\ \\\ RETAIN SEWER PIPE \` �EE DEIfAIL 2
-42 4 / — /
^O%
•Q /- 20' CULVE -E TENSION
RIPRAP,AT C T OJJTLET �p . NEW MANHOLE
/' / \ CL. 1ZIP- E 1,6 TO / o`��.� `� `�
/ Q ' LOCA`�ION
1 ♦ // /! // ',' , ��—' �'� �� '/ �i- / I E8T.15 S. �pQQw�O
SEE DET
' ' ,' — _ ♦ ♦ ♦ / / / / . ' ♦ / , � — ' / / 30'-16" � CASEMENT PIPE , lt` - - - - - - -
SIT 2 ---- -�� � 1 ,
rn / , / ! / / `1 NLLYY MAIV LE
Ae
It \ ,' V' ' /
(330
^
)1
REV. No.e REVISION° DATE. DRAWN BY: CHECKED BY,
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
PREPARED IN THE OFFICE OFo
Kimley >))Horn
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
PROJECT G
WETLAND AND STREAM
PERMIT DRAWINGS
INCOMPLETE PLANS NOT TO SCALE
DO NOT USE FOR RW ACQUIRTION
PROJECT-.
CONNECTING CARY
SIDEWALKS
JOB NUMBER°
01775066
SHEET NUMBER° 4

PERMANENT IMPACTS ZONE 1
O
O
IC �! -Z �/
/� a�"�an 1 Al NA MAI
L/ _/-/-/ / G
TEMPORARY IMPACTS ZONE 1
PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 2
DETAIL 1
- \ PIPE OUTLET CHANNEL STABILIZATION OO
atta Scale) —L7— PT Sto. /9+/3./5 E
Natural Bed END CONSTRUCTION
Alatural Natura
52`
r u ElevationNot l —L7 — ST A 18 +2/.07 , 32
- o
�O TIE TO EXISTING N 2
` 1 5' ` Tuck Geotextile
a Minimum of 1ft
` \ Geotextile* ' \ (NP) �/ �+ Q \b Chan Bed �Yace Geotextile Under Engineer
—/ 7 PC StO. /0+23.5U
rap
i
Len t�i — 1�Ft. ariabe Qcations Directed by Engineer
i
� Type of Liner=` QL—I Rip —Rap —Keyed—In `
` ETF � ETF �
` Fr —L7 — POC Sto. 17 +73.69 =
` . ELF � � SSMH
\ - `� / INV OUT=411.54'
—Y7— POT StO. l�l+00.00 � / TOP=423.80'
1 . ,
F ° 43' 22.6" E
�: 55, , /' - ss
ETF� ETF/� / PVC TFtI) i
ETF r=+— ETF � ETF O . ' / . ' S5 a� i
RETAIN EXIST SYSTEM ETF,—_ - - - -ETF _ , _ - -
TOP-419.4
INV IN=407.77 , -
I z� INV OUT=407.70'
EXIST `�:5' - %- w - ter — — " - ' ♦ EXIST / / �� , EX` N� 2
HAT ^,, —I , / ,
� - _ _ �Vy/ T m - - _ - _ ♦ C WRVS / \' 25� 0 5' �►�E AT&T Corp.
TYPE l, - / ` -1 3.� — /9 _5� � � - _ � �4.5' � � a' P j ✓ 1 � / 3- PVC/ STUB
3 ` - - - - ' ,' ; I _ — 1C11(W CHATH REM E EXISTING Z _ _ - EXIST / TYPE l l 2� R F / t
\ \ \o'S�op / 1 I� / - =__ -c- GU DRAIL - - -
— -� ---'-` - _---\DW
- 18.5' NfgsJ 1 1 / -Cg�T L,&-'�- _ - a'o� 14.5' _ - - 3 p� R REMOV E o`�-_- C--REMOERTc - - - - ,�GL'Jtt
,/� - _ _ ------___ ��� AND L TAIN C&G '--- �22.33¢¢ 5 IO P=y y '
` \ \ DETAIL 2 _ - , - -1 ,yo - - - - _ --- - - - _ _ RE - _ _ _ _ - VV IN 420.£�{�' ' INV �N=420 ' RETAIN
` LATERAL, BASE DITCH y�a1� �� ' / � �- _ _ _ �R- - �r _ - _ _ _ - - _ _ _ _ _ _ _ �-'` _ _ \ --��& - � �1� - � � cR v ou=G2,13.1_ - � ouT�42o.45�/ �/ _ �
` \ �. (Not to Scale) �Q \ ------ - S -� - -ETf TYPE l -- - - --
\ ------- - - - -- -- I� - ---- --- _ _--iF_ - ---- ' I CB�FIrn 1 ♦, 15,RCP-IV
8'.D TLE IRON �\ .'/ /'---------_ -- - - [- -% _ ;� ��l 12'R , ♦,'
Natura \ /' I - CARY ./ / / /' ! , \ - -' �. 41 5- - _ _ �5' _ litq E-D -'` _ �\/ ! ` _ > - _ ,N _- W�-G-RtLTW C-� , �''/ / / - '' ,5 RCw /❑ F / ,SPECIAL --MI DE TH,'CB-F _ _ j BIN I _ N P
Ground ` , Ft. ����<v Slope 4 �'- '�i/� 11.E - - /- - - ' -,- /r /' ` - ' / / LL 2 / ♦' ,' ,' , /
\ d ?. J D ; 20 / _ - - _ - ♦ - v+ , _ E r�LdTE)_/- T-0 tµ-� 5' - ' / -� — / - / / / ❑ ♦ / / ,
I
30' SLOP / ' - - l - / - - 11tl - 1:6 _ / - \ / /
VM►R1Imum of 1ft . , , . , E "�q ♦ / ` _ - ,.
\ Geotetdile _ B - / / _ _ _ - . / E (SEE h -
�(T (TAP ' `I ' _ !/ / / / / / �— NOTEI ; ` V ♦ / J ' / 8 - _ / / 1 1\ L V 7' % ' `" c
Detail Applies' -When B is < 6.0' _ _ M_ iA. D = 1.5 / , - / B 'G/N CONST RUCT ION'' /' ♦' / \ , _ / I` / I \/ t ' / - ! / IF'`�!—
fo Class I and II Riga --Rap_ _ . d = T.0 -Ft. - /' / ' !' ' ' - / ' / ' ' ���� - / '
And All Widths for Class B Rip -Rap —L7— rSTA /4+7�:g/ �, �� W ODS \\ / ; / I —TCE / , I LQ
B= 2.0 Ft. ! / SPECIAL 2 `SASE pl'TCH
/ TIE TO EXISTING ,' \ �� I ' �T CE—� , 1
Type of�Liner = CL. B Rip -Rap b= 5.0 Ft. I , ! _ _ _ _ \ ��ti - \ / E T\C- \ \ IIW/CL. B' RIP -RAP/
\\ 1 i / / ,' , `"' c�� ` \ \` `\ \ \ 'EST. 50 TONS / ,' / 6 r, AC, TOWN OF CARY
FROM -L7- TrA. 16 + 21 TO STA. 17 + 3�. , ! , / , ' �PJ ,' ' '� \ $EE DE�AIL 2
RETAIN EWER PIPE-42
' ►� / ' ' / ! 1 1
\ - ' ' • ' O ' ' ' ' ' - ' ' ' 1 A • Q - ; /,' / /' 20' CULVER E ENSION \ \ ,� \ \ \ \ \� ` ` / j ♦' /' ' ' /
C, p
RIPRAP AT C� T OJJTLET � \ NEW MANHOLE
CL. I RIP-RAP%E 16 TON'& /� ��.��: �\ \. LOCA`T\ION
1 i �/ , ♦ / , . - , ' Q ♦ 1-' /' / 1 TST. 15 S.Y. Br
I 1 , , , �♦ .' ,' .' '1° / ' ' / ' ' SEE DETAIL 1
,'
3O`16'� CASEMENT PIPE �- - - - - - - - '
SIT 2 '
N,5GV MAN LE
1\ /'`i' 1 1 / 1 f' ♦' / 410-
♦ /If 7
PREPARED IN THE OFFICE OFo
PROJECT-.
PROJECT G CONNECTING CARY
REV. No.e REVISION: BATE° DRAWN BYe CHECKED BY:
NC LICENSE #F-0102 BUFFER INCOMPLETE PLANS N O T TO SCALE SIDEWALKS
421 FAYETTEVILLE STREET, SUITE 600
DO NOT USE FORRW ACaUISITV®N
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIGH, NORTH CAROLINA 27601
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im >)) Horn PHONE: [phone] PERMIT DRAWINGS
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2023
shall be without liability to Kimley-Horn and Associates, Inca JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 0 1775066