20240034 Ver 2_05_2024-04-01_Permit_Drawings_20240409

PERMIT DRAWINGS
PROJECT REFERENCE NO.
SHEET NO.
01775066
/
0
0
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 HOUSE RD (SR 1615)1
PROJECT D: ST4004 SE CARY PKWY FROM 300 FT EAST OF TRYON RD TO LOCHMERE DR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
75% PLANS
PROJECT E: ST4009 PITfARD 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
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
26
20
10
86
84
35
TOTAL
34
20
10
92
84
35
SUMMARY TABLE
WETLAND IMPACTS
SITE NUMBER
PERMANENT (SF)
TEMPORARY (SF)
1
890
545
2
0
32
TOTAL
890
577
SUMMARY TABLE
BUFFER IMPACTS
SITE NUMBER
PERMANENT (SF)
TEMPORARY (SF)
ZONE 1
ZONE 2
ZONE 1
ZONE 2
1
1609
828
143
168
2
2237
1406
334
247
TOTAL
3846 1
2234
477
415
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER/
�\ IT'S THE LAW /�
PROJECT E
�'P OKELLY
CHAPEL
O O RD
j O
W a-
z a 540
W �
�U
MC RIMMON
PKWY
PROJECT F 55
PROJECT B
GREEN HOPE
SCHOOL RD &'0' �
ctiGtiT
'�o
Wp
LU ui
a OFz�EN `gyp
� re¢n Level
0014`0vE`w SITE I
4
PERMANENT ZONE 1: 1,609 SF
IMPACT SITE 1 - SEE SHEET 2-3
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
540
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.
Y�
U
EST OF TRIMBLE AVE TO SW MAYNARD RD
Q YIt
ApK� oN
1
Ln
ao
0
PROJECT C
0
Ce
z
3
z
NIGRpOVSE
O\_1)
SITE 2
IMPACT SITE 2 - SEE SHEET 4-6
PERMANENT ZONE 1: 2,237 SF
TEMPORARY ZONE 1: 334 SF
PERMANENT ZONE 2: 1,406 SF
TEMPORARY ZONE 2: 2487 SF
PERMANENT STREAM (LOSS OF WATER): 86 SF
PERMANENT STREAM (NO LOSS OF WATER): 84 SF
TEMPORARY STREAM: 35 SF
PROJECT A
c
yg;661�
PROJECT G
s,.
W MAYNARD
RD
SE CARY
PKWY
w
PROJECT D
U614
,�RyoN
FtD
SE CARYI
PKWY
Note: Not to Scale
PLANS PREPARED FOR
THE TOWN OF CARY BY.•
Kismley))Horn o��
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]
C H E L S EA. STERN @ CA RYN C. G OV
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
CALEB LOWMAN, P.E.
919.677.2108
CALEB. LOWMAN@KI MLEY-HORN.COM
SURVEYOR:
WETHERILL ENGINEERING, INC.
1223 JONES FRANKLIN ROAD
RALEIGH, NC 27606
TONY ALFORD, PLS
919.851.8077
TALFORD@WETHERI LLENG. COM
GRAPHIC SCALE
10 o zo
PLANS
10 0 20
PROflt�(HORIZONTAL)
1 0 2
PROFILE (VERTICAL)

O
O
PERMANENT STREAM IMPACTS (LOSS OF WATER)
,/////Z
PERMANENT STREAM IMPACTS (NO LOSS OF WATER)
TEMPORARY STREAM IMPACTS
D ETAI L 1
\ PIPE O ET CHANNEL STABILIZATION OO
\ at to Scale) X
` Natural Bed
Elevation PDE
-Natural Natural
roan and
1.5' \ Tuck Ge ile
- ♦ a Minimum o
` - - (TYP)
Geotexti le* \
PDE
PDE
PDE
Impact Site 1 (Streams)
Project G -Site 2
END CONSTRUCTION
-L7 - STA l8 +2/.07
TIE TO EXISTING
-L7- PT Sto.19+13-.15
\\ Chan ad p p I —Y7 PC Sto.10+23.58
(Variab a tPlace Geotextile Under Ri ra LJJ
�. Length= i15, Ft. Locations Directed by Engineer
' Type of Liner = CL-I Rip -Rap - Keyed -In
ETF ETF a ° -L7- POC Sto. 17 +73.69 =
TO . PH423.80'
-Y7- POT Sto. 10+00.00 / INV OUT=411.54'
► ' - - - ICI 55- 43' 22.6" E
ETF ETF- ETF ETF ETF - ' / / /. SS
g PVC
' I\ \ I \ - • `� \ \ �\ RETAIN EXIST SYSTEM - - _ _ ETF _ _ _ ETF - _ _ - _ \ _ , // I . ' / �j
_ / / • Q
\ \ \ r x7 INV IN= \ / �C \ I �I INV OUT=407.70'
\ \ \
EXIST `� — — - — — I COI — — — — — � � - ' .
/ / G \ 7- �/�/ % .4M - — — S E /��25 / -' �x 2 WALK ;
�3 ST n� ^' - PVC TRV / \ \� ' C 5' SIDE/f. , AT&T Corp.
TYPE L, .� l9 _ _ - 4.5 8 / / 3 PVC STUB
` _ / / 'I l — — s,4 /q REM E EXISTING = _ - - l 20'/R ' 1
_ � EXIST ss / TYPE l-
\ \ \ dp.S , i // Iz ---- �� Q' _ R — — —c—'' GU DR, ----- "---- ------ 18.5'
\ \ \ tOpE 1 1 c� - _ ADbVAY m w 14.5' ' REMOV
PGS�4� / I t III / LI r— 4 �T� C&G - - - - G I I - - - �_,' l - 13Q' R ' 20' �q
S2 I G _ -N/ - - - _ xl T '�_ <�-REM(DYE-C VE&T- - - _ _ --'-
\ \ ` \ `I ,, - - - - 3 - - -� I I AND END W LL — cRETAIN CMG_ '- - - - T 2. I 5 / /� OP=4 4'
` DETAIL 2 - ' / - \ O, - \- _ - _ -- _ _ _ - - - - - _ _ - _ _ _ - - \ 1 t INV IN 420. INV I =420. RET�CIN /
LATERAL`BASE-DFTEI'i y�a`�1 �'' .F_�' --�R[ _rt - - W — — '----__ �� _`' — __ 1 �& J 1 �-�_ FI`a cTYPE / wv ou =G •I� / Z' wv/ou�=420.45','__-----
\ \ (Not to Scale) Q . /,- -`c --- - - --- - \ - ETF - HF _----' w /-'F I ''' /15'RCP-IV' / /-
�`� D TLE IRON ------------------- _ 11 1 - , _ \J 2 ,R ,' N
t ` .' I r _ CARP �� / ,'' /\ - , - _ _-_ - - - - - __ �o-SEM[�NL = _ _ _ _ 1 1 _ _ - - - _ �Dlw - - - - - - ' / / �RE_1 _Tk 2- ' ' 15� �G�Q /❑I 6 - / , 6PECIAL/MI DEPTH,'CB-F-
NauraY ar , / ' / --415 — 7023PG-526)---- 'ill 11j
Ground 1 �, Slope ---__---- _ - - LUL V '/// ---- ---- E - / / - ❑ / I 2
\ d . ?'I •� : �' / - - - ' __''------TB 1+w-4� 05 _/ 1 , • \ I . / . / / ,-------�
\ 1 Tuoeotexti , / / �- /' SLOPE /'-------- - _57' �- 1 , ' ' ' I. -
�M R Imum of lft �/ / _ _ - / E (Pg 202
Geotektile B `�
o�`p r� G 526) I 1 L-
D ail Applies When B is < 6. M' D = 1.5, Ft. , / -
t , -_ _ _ _ y _ B - GIN CONSTRUCT l0
for Class I and II Riper Rap;_ _ - - - �° ` /� / ' , - / ' / TCE - ' , /
And All Widths for Class B Ri-Rap / ' L7- STA /4+7 i�/ / , S e TCE F >, , \ / , , / c,l - ,
B = 2.0 Ft. / / / , / ,
� , / � � � ' / TCE TCE ' ' I
Type p- p / TCE/ TO EXISTING , , , - -NEW M HOLE \ py����s n ! 3 1 . �� CEI TCE — \ ; PCE
T e of Iner CL. B Ri Ra b = 5.0 Ft. I ' - '
FROM -L7- TA. 16 + 21 TO STA. 17 + 3 ' / ' � �J� 1 °p TC '' - ` \ \ \\ '\SPECIAL 2' BAS'E DITCH 6 I�, AC, TOWN t F CARY / I
��' , i , - i - -o \ O, _ �Dl ` lET AlN 5'�WER APE 1 W/C L. B RIP -RAP
' 1 /
I — — 4 2 l . ' , - ' JO-16" ENCAS IAfE'9GT PE Q .Q,G ' / D / — ` Q� yQG \ I \ RST. 50 \ TONS
��pJO \ ` \ \\ SfE DETAIL 2
hp LV RT EXTEa l�N \ \ \ \
e _ \ \ NEW \ MANHOLE
CULV,Wt du E�IIAPR�VEIy1EN W \
REAL N i?�J_T],ET CHANNEL O TIE TO ` `� LOCATION
10 , / / / / AfATURAL REAM AT TCE LI ITS AS SHOWfJ\
CL. I RIP EST. 15 TONS
( EST.,.5 Y. GFD
SIT SEED AIL 1 _ _ ' - • / \ / 1 1
/ 4 1�J L
PREPAREDIN THE OFFICE.
PROJECT-.
PROJECT G CONNECTING CARY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
INC LICENSE 2 WETLAND AND STREAM INCOMPLETE PLANSSIDEWALKS
421 FAYETTEVILLEVILLE STREET, SUITE 600 Do NOT USE FOR RW ACQUISITION NOT T O S C A L E
RALEIG
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE:
NA z7601
intended only for the specific purpose and client for which it was prepared. Reuse of and improperi m >)) Horn PHONE: [phone]o 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, Inc. JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2023 0 1775066

O
O
K ;\ \ \ \ PERMANENT IMPACTS ZONE 1
WTEMPORARY IMPACTS ZONE I
L/ -/-/-/ / /-
PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 2
DETAIL 1
- \ PIPE O ET CHANNEL STABILIZATION OO
` at to Scale)
x
` Natural Bed ` Elevation
Natural Natural DE PDC
PDE PDE G
r uA� un
t 5' ` Tuck Ge ile
a Minimum o
` \ Geotextile* ' \ (NP) �+ \� Chan Bed �Qlace Geotextile Under Riprap -Y7 PC St
Len tLi 15,Ft. ariabe Qcations Directed by Engineer LU
` \ \ n 'O
Impact Site 1 (Buffers)
Project G -Site 2
END CONSTRUCTION
-L7- ST A I8 +2I.07
TIE TO EXISTING
[r
Type of Liner= QL—I Rip —Rap — Keyed —In
ETF ETF �FTF rn -L7- POC Sto.17+73.69 =
' I -Y7 - POT Sto.10 +00.00
` --_-_ -- 55-43'22.6'E '
ETF ICI ETF
ETF -- ETF — - - - -ETF � ETF ETF ' �O
RETAIN EXIST SYSTEM -
\ xx
-
41144
14
NV
INV OUT=407.70'
EXIST \ � � - - � V - - I "•'I - - - � � — � � � �''� ' � '
�� - �- ter
to
-L7- PT Sto. /9 +1,�15
/ SSMH
TOP=423,80'
INV OUT=411.54'
i
i
i
�i
�i
�i
�i
HAT —I _—�� .' E %'\ l '-
A/y % m �� - _ - _' SRVS \ 25I IpEW�- -AT&T Corp.
TYPE` 1, - / ` -1 3.� _ /9 _S� � - _ - -4.5' a' p�j /' ✓ 5 / 3• PVC/ STUB
,' ; , CR \ _ �q/� fW CHATH REM E EXISTING Z _ _ - EXIST TYPE I l 20; R
\ \ \ \o'S�op / 1 1� / -- =� -G- GU DRAIL ---- -� ---'-" --tv ---- 18.5'
rp�02s fgSFM 2 _�TA//V �- - _ _ 14.5' - 9E y, ,-a /
- - - _ _i- — — — - - _- - -� - 130 R REMOV It
EI� !y t 1 1 / � � -G REMOVE C VERT _ - ��G � `_.__�--- -----___ �AND ENDW L -GRETAIN C&G_ '---- 2¢¢. � 5 10' P=4/-_'----
\ \ \ DETAIL 2 _ -1 „� , % - - _ _ - _ _ _ - - _ - - - _ litt VV IN 420.£'(Y' ' INV �N=420 RETArN
\ LATERAL'BASE DITCH , . ���, 1 � , / �_ - - - G►lEtl_Ft � - - _ _ - - - - - - - �—z- ---�— � �--�� - � - � _ � o � cR v ou -G�.IS / � ouT.1420. �/�'
(Not to Scale) �Qti i� . --� -- _----- ----__ W{-�S - -� - fTf TYPE l / '.1 __------
\ ----------- _ _ - - ---- -- �FTF __----- //' rr CB-F . 15,RCP-IV /
D TLE IRON ,'/ ' ` \ - --- - -- _______ _ - =i -- --- _ �yV — Q�y 25'R
Natura CARY / �. - 41 �-_ - - - ��P� - W ! 1 1 - - W _ _ _ WW / e,REU �L=� '� ' , (lCi¢ /❑ / , SPECIAL/ '
\ / , , _ 5
MIN DEPTFj CB-F /
Ground \ ` 1 Slope / / _ _ _ - _ _ _ TPG>-ems ❑
JF
\ \ / Tu( �otexti ' ' - i ' / / 30' r/' / ! \ \ I-
` ' ' "' �MRIIMUM of 1ft .! �. / SLOPE k4 ^ // \- _ _ _ -r .� _ ' 1/ /I ,. E , / / �/ /
\ GeoteI ile _ _ B / vY (TYP , \' /, , - - - - �' i ' E�(PS 023 PO g _ _i� ' .: ' / / / / I
DWtail Applies When B is < 6.0' Milk D = 1.5 �' / ,' B 'G//V COIVST RUCT /ON --
fo5 Class I and II Ri Ra _ . // ` ' /
And All Widths for Clas sB Rip -Rap d T.0 -F-r. - / ' ,' !' ,'� L7— �STA I4+76:gI ,' / W ODS /' \ / ` ' , / /' / F4 �' LQ
\ B= 2.0 Ft. , , / / , c , ' 10E TCE� . e
TlE TO EXISTING \ ��� r�/-' rcE� 1 �'cE� �i �'U
` Type of\Lin_ - �L. B Rip -Rap b= 5.0 Ft. / ,' �! I I - , - - -NEW M HOLE ` py� / / Q� ' CE
FROM -L7- S'TA. 16 + 21 TO STA. 17 + 3�. ' ; ' . ' ' , ' ' PJS r\, ,� ` ` ` ` \ \ \\ �\SPECIgL 2' BASE DITCH / / ' 6 r, AC, TOWN OF CARY
` ! / `` o RETAIN 5\ WER PIPE ►� / ' '
- 4 2 4 ' ' - / 30'-/C ENCAS MENT PIPE pJ` / �,; Qc, `,30' �8""�lP \ ` \ \W\�/CL. B E DE ARI P-REAP
sSll`. LV RT EXTEN ION \ \ \ \ \
IL 2
Q0 NEW MANHOLE
CULV # dU E II�t4PRbV'Mb N \ \
`, //, �/, ,'• �/, / / ,'• -', QJ�\• �, ,/,�•� `I REr,4L N OlJ T CHANNEL � TIE TO � LOCA7/ON
.NATURAL M AT TCE LI ITS AS SHOWN',
I 1 , , , / ,' �. // -.' / !�' _' ; �• ! CL. I RIP EST. 15 TONS
EST. IS Y. GFD
SIT 2 1 '!, / // 11 1! ,, SEV D AIL 1
Ile
It It
It
It
It
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 ACaUISITVaN
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

O
O
-L7- STA 28*66.00
TIE TO EXISTING
SSMH
TOP=443.0
.64'
� n
A' e �
�'=. MH `46
TOP=A42.66'
INV IN=d3
INV OUT=43 405'
��
ems, ,a, R
atP., _ �s
TEMPORARY WETLAND IMPACTS
— ADJUST MANHOLE
TO GRADE
/0.5'
1� FORCE MAIN 13EWER E
ING R/W \ `-
18" HAR �
\F - - tCE
.` V i
30' HARow000 , . �� GRADE TO
E) tAI N
�, -L7 t STA 29 t18.6�
�' _ TIE TO EXISTING
�/ IN�Idg38'�9\�?EMOVt` TREE
� - CONS7- P UCT ION .
-L7 - T A, 29\+158.I0 '
TIE TO EXIT .'lNG
O
x x x
-L7- PC Sto. 29 +15.52
/5.5'
_
5'R
TYP�
CR
�I
TYPE `l
5' R
- -I"CP-
HAM \ST.) PAVED ROADIkVAY
T5' ,
7�l ' `5,' SIDEWA
]g"4A$DW000
Q (STING
ASP �fiCL'_`- TCE—
l
-L7- STA 29f46.58
TIE TO EXISTING
CLEAN CB
REPLACE 18" 111
�QAYLIGHT PIPE CUTLET AS NECESSARY
1
- CB
TOP=444.07'
INVERTS INACCESSIBLE
(FULL OF DEBRIS)
Impact Site 2 (Wetlands)
Project G -Site 2
9
Chart r Commun1 ca`tTon
II �.
AT& Corp.
_ _ W 1•I I I I I��
p BF P\
-L7 - PT Sto. 30 f 18.96 / I j I I Z • LP
I � ` 14.5'
` 26"HARDWOOD
rE MAIN SEWE� QSEMENA hCENTCL;
I
% A5MF
% / TOWN 01
ASPHALT
1'END CONST RUCT I0i
TIE TO EXISTING
—L7— STA 30 *4I.4I
1 1
1 1
I 1
REV. No.e REVISION: DATE° DRAWN BYe 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 Associ=es, Inc., 2023
PREPARED IN THE OFFICE OFo
I
E5
0:
I
a � `
12 % DUCTILE IRON, TOWN OF C� Y I
1
SIGNAL" POLE II / 1 `�\ SIGN L POLE
2 ', DUCTILE IRON, TOWN OF 'CARY � 1 _ )I
—FSS— — �
i EXISTING I PER` CIS �� I
JUNCTION BOX _ C—FS J- -1— EP D. CROSSING PEpESTAL I
INVERTS INACCESSIBLE �� l5 RCp �. �� I ; I SSMH
- - , - - - - - - TOP=467.58' I
oy 1
-L7- Pb� -St-6.— '. � INV ' =459,83' I 7UTL — —
' t I co
-
` ` TOP=463.65' �' I I ' <�
` INV OUT=460.95
T -L7 -, W CHAT �M ST
� N 27 25 4/.2 E
II I FSS — — — T K17454.06' `` \� `` �` — — W ' ' I I=4�7,76'— ` ��� — — I
5`77——� —L IOUT=447,71' ` —FSS— —` — — — — ` EXIST SR loll (Nx CHATHAM ST.1 PAVED R0 .— _ _ _ — W _ _ _ _ —
1
- - — — — —�——FSS— 2\�, DUCTILE (ROM, TOWN OF CARY \ — L — `T 1 TIOP=467,43'
Ta'PE l - \ ' . 15• RCP�� `\ �; ` — — — — — — — — FSS— — — — — — — — — — — — — — — ss = — —
— — ` I — r —FSS— F INV 1T=458.23'
18• RCP - = `�` �� -_ _ _ - ` _ RE�AIN SYSTEM ' ` I
- $LAB TO INLET - i -
/Q�IS' - \ . ` TOP=450.94' _ -` - - - `
+ ` IN.VEQTS INACCESSIBLE �`i y _ — — — L5' RCP
B. ` I—
CggB TOFF=462. 9'
TOP=4 3 ' , • ` • - - - - _ - - - - _ EIP _ I I I INV IN=459.19' \
INV IN=44 5 `` - _ , _ _ -EXISTING Ri _ , INV OUT=459.�4'
INV OUT=4119 48 / ,WOODS - - - _ - w- - FIBER MARKERO
ARY DRAINAGE EASIIEMENT
\ I JB 11979 PG 26 •1 I - i '�• .. --- --_ -- — � --`� I
PERMANENT SLOP EASEMENT( I ' ' I P,ED, CROSSING PEDESTAL--O\ \ I -
- I DB I1979 P 46 , �\ I WOODS i
�. IPOLE
SIGNAL CONC I I ' , i i E � rn i o II PED. CROSSING PEIDES�T
- � I
- - WOODS
APPROXIMATE LOCATION OF 30' CP&L EASEMENT I I '� C=� TOP=464,40' u
PB 1985 PG 471 INV OUT=460.80' jo
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3 3 3
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EIP n
N p A
W CP N
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x
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CA
tA
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kim1ey>))HornPHONE: [phone]
©2023
PROJECT-.
PROJECT G CONNECTING CARY
WETLAND AND STREAM INCOMPLETE PLANS NOT TO SCREE SIDEWALKS
m® NOT USE FORRW ACRUISITV®N
PERMIT DRAWINGS
JOB NUMBER° SHEET NUMBER°
0 1775066
1
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I
I
I
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