20240034 Ver 2_06_W Chatham_Revised_Plans_20240409

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DETAIL 1
PIPE OUTLET CHANNEL STABILIZATION O
( Not to Scale) 0
Natural Bed END CONSTRUCTION -L7- PT Sta. 19+1 .l5 3,
Elevation
Natural Natural PDE PDE PDE PDE _ Gj
Groun , Ground -L7 STA 18 +21.07 e 32
1.5' Tuck Geotextile TIE TO EXISTING N 2�
a Minimum of 1ft
Geotextile* (NP) �/ �+ [`
Channel Bed *Place Geotextile Under Riprap —/ 7 Pl,i .ita /0+23.58
Length = 15 Ft. (Variable) in Locations Directed by Engineer W
Type of Liner= CL—I Rip —Rap — Keyed —In
� ETF � ETF ��
o -L7- POC Sto. 17 +73.69 =
SSMH
I -Y7 POT Sta /0+00.00 TOP=423.80'
Crown Castle Fiber / / / INV OUT=411.54
i
AT&T Corp. (2) S 55° 43" 22.6" E 5
Duke Energy Progress —ETF —PAC
� c � / /
Dominion Energy, � � \ / �'O � ETF � ETF --' � ETF — ETF ETF � ETF i
_ RETAIN EXIST SYSTEM
CB A�$��T CoDuke ergy Progress i
�i
\ \ z� INV OUT=407.70'
O� _
\ \ _ / m
EXIST =5.5' - — EXIS �� 2 K i
/ w
Dominion Energy, 2 ��� �� — HAT ,qA,j T —I — —
\TYPE �fiTg\_ 3.�' I9—� _ r F m IRVS _ t FO_ �T ` —SIDE%SAT&T Corp.
/ \ l _ -1 — — 1- - ! 4,5 — 8' pvj� — T a >v - /i 3- PVC STUB
8' ❑ CHATH E EXISTING _ X Z Z EXIST ss�> / 20' F
3O'St _ _ - - -G- ST RAIL - _ �-a�-� - 18,5' - - - - - - A ER -----Crown
op / Castle Fiber
�SEF NF�SFMf I' / \/ / C� %A) _ �— _ —_ °�� @� °�_ — — - — — — — T Fo— — �45' — — / �REMOV E I
NO Nr / \ `�� REMOVE CULVERT— — — !c — — — — — �� ~ C I p , 20 R
`"'�i - - — — _ $rh END L— — — :d t T 2. ', 5' / P=4
DETAIL 2 F �� E -� - --� _ _ — — �& - '' NV IN 420.P&_ ,6 IN=Azu.- RETAIN
LATERAL BASE DITCH \ GREtj TL_2 --r _--��� EMoVE® ® V OU-G2,D.15' I OUT ao
(Not to Scale) / / Duke �\ _ - z
_ -rgY _ WIN ETF— F ETF ETF ETF ETF � W W� � TYPE l � � 40 M . I 15" RCP -IV
b LE IRON, r� s- W��W ) E— \ Ge \`� 2 1
45' P IVATE DRAINAGE I WE—� W WE-�-S
Natural �� Fill CARY W�SW W GREU TLZ \ �5" �� / SPECIAL MIN DEPTH CB-F
_ Q F
MENT
Ground �•1 Slope \ ~� (SEEEASNOTE)h I I v / V= .91 M! / / / I
1'iFt. O INVL4 . 6 ❑ BETHEL BAPTIS . „HURCH OF CARY
�'TD � TOP HW-42 05' m
Tuck Geotextile ' 'DB
30,si6i �, C ILIN = 11.67' I — _ _ ._ E 40 \ \ DB 82083PIS 2097
a Minimum of lft — — -- L 67' I ] DB 8896 PG 718
Geotextile B (T�'P) —EE NOTE) T� � — � �,
Detail Applies When B is < 6.0' Min. D = 1.5 Ft. BEGIN CONSTRUCTION -tip — — Q
for Class I and II Rip-Rap;T m - F
And All Widths for Class B Rip -Rap d = 1.o Ft. -L7 - STA 14+76.91 W ODS CE TCE F �,� W
6= 2.0 Ft. TIE TO EXISTING
Type of Liner= CL. B Rip -Rap b= 5.0 Ft. NEW M HOLE y�� C� - 131 E TCE 0 Q'
FROM -L7- STA. 16 + 21 TO STA. 17 + 38 Q p �JC TCE CE TCE TCE SPECIAL 2' BASE DITCH I 6 '. AC, TOWN OF CARY �A
ISLAMIC ASSOCIATI.,,. �, �_ __ . _ INC �`` ' _ RETAIN SEWER PIPE Dominion Energy, 2 '
DB 10405 PG 1889 30'-I6* ENCASEMENT PIPE �� ° 30 8" DlP W/CL. B RIP -RAP
PB 1957 PG IIO �p� �� � PD � EST. 50 TONS I PQ
CONSTRUCTION NOTES / 28 C LV RT EXTEN ION + SEE DETAIL 2
PB 1984 PG 888 `yP ty 114 NEW MANHOLE
PB ' 1258 / QJ�`' RE—ALIGNCULVERT ET E ET CHANNEL N S LOCATION I
TIE PROPOSED 2'-6"CURB & GUTTER TO d / HOWN SLAMI� eSSOCIATION OF CARY NC INC
Ei NATURAL AM AT TCE LI I�Q
O `' CL. I RIP -RA EST. 15 TONS ti° �`� )B 10405 PG 1889
EXISTING CURB &GUTTER 42 � PB 1957 PG IIO
�m EST. 15 .Y. GFD ,{ 43 PB 1g84 PG 110 DOCUMENT NOT CONSIDERED FINAL
❑2 TIE PROPOSED SIDEWALK TO EXISTING SEED AIL 1 ��PB 1984 PG 1258 UNLESS ALL SIGNATURES COMPLETED
SIDEWALK
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PREPARED IN THE OFFICE OFo
))Horn
NC LICENSE VILLE 2
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
ROADWAY PLAN AND
PROFILE SHEET
�0L
H R Z
��
PROJECT-.
CONNECTING CARY SIDEWALKS
PROJECT G - W C H AT H AM S T
REV. No.e REVISION:
DA7Ee
DRAWN BYe
CHECKED BY:
INCOMPLETE PLANS
DO NOT USE FOR RW ACD?UISITV®N
VERT
Y L1�
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
JOB uMBERe
0 775066
SHEET uMgERe
FIG

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12 % DUCTILE IRON, TOWNJFC pp Charter Commun'cation
Duke EnergyProgres� (2)
Dominion Energy, 6:J,
O T. H. STEVENS AT& Corp.
BETTY V.
2369 p� V4NS-L7- PT Sto..30+18.96PB 1986 PG 864
-L7- PC Sta. 29f15.52 SIGNAL POLE I� SIGN
a
2 % DUCTILE IRON. TOWN OF CARY -102 / �O -------� — —FSS— —
EXISTING I PER GIS FS I � � �
JUNCTION BOX PEDESTALI 1
J— EP D. CROSSING
INVERTS INACCESSIBLE /S•RCP I I SSMH I `�
Ij I TOP=467.58' I
INV OUT=459,83' 1
— —
� —
TOP=463.65' I I I I
—L7— STA 28+66.00 INV OUT=460.95' I I I ItA
TIE TO EXISTING I
ADJUST MANHOLE N
TO GRADE — —
_ L7 W CHATHAM ST I I
E— N 27025,,4/.2,,E
_
C THAM STJ PAVED ROADWAY ISSMH
12,5' 14,5'
TOP= 43,06 — /4,5' I r----FSS------ITS=454.06' — --w—_— I I I I
NdV—OUf - 33.64' NV IIQ-4�7,7f,' —
_ — — SR 10/1(W CHATHAM ST.) PAVED ROAd�
FSS— — — — — — —
� INV OUT=447,71' — — — — — EXIST 2 ', DUCTILE IRON. TOWN OF CARP FSS— — — — — L — — � — � — W I TOP=467.43'
--- , I ---SS------- —FSS----- INV IP=467.43'-- I
N JMH /6 /0.5' _ 5R — --- HYPE—IrFo -- _ _ — 15•RCP---------------Fss—
TOP=442.66' - 10' R — © �— �� �� - — — — — I I I I1w BUT=458.23'
INV IN=437.17' 6" C& CR — zo^ RARDwooD 18' RCP •�/ SLAB T@P-(N C&G — — — _ — — — — RETAIN SYSTEM I
INV OUT=435.05' 2 TYPE l 5 SIDEWALK 10' R I phiTr Fo_ _ —
— _ TYPE l a° HARow000 / TOP=450.94' _ — — —
cR _ i8' — + = INVERT$ INACCESSIBLE _ — �� — — —15 RCP_ I I I I I
Exls F_ _ _� — — — — _ — _ _ _ — — — —
30' C&G �— —InF _18' RCP 5' R — _ -- E _ — — — — — — — — — — �b'Z� T--
_ _ OR — — _ FRS TCE -- --
98' T FO — —TOP 6919, \�,Q-
`�LP— —S FORCE MAIN S WER E •_ — QQ—TCE�TCE TOP-45�.CBi
- ASPHA�E $ TCE INV IN=4453' EXISTING Riw EIP — — INV�U�INV IN 44§9, 9
ASPHAL INV OUT=44 ,48' WOODS FIBER
1NG R7 — — — �
s HAP F TCE �� TOWN OF All DRAINAGE EASEMENT
CFI \ GRADE TO ASPHALT 9 11979 PG 26 C
3B"HARow000 r I ��
/ DRAIN I —L7— STA 29+46,58 END CONSTRUCTION I PERMANENT SLOPE EASEMENT PED. CROSSING PEDESTAL
, CONC SIGNAL POLE
—L7— STA 29+18.69 t� TIE TO EXISTING TlE TO EXISTING DB 11979 PG 46 woods E .
TIE TO EXISTING CLEAN CB I I I I I PED. CROSSING P EST / I//
REPLACE 18" RCP -L7 - STA 30 +4/.4/ E I
` WV=438•T ` REMOVE TREE DAYLIGHT PIPE OUTLET AS NECESSARY I I I I I I
_ - - WOODS �� vQ CB a
BE ITMV CO �RUCT lON L I_ — APPROXIMATE LOCATION OF 30' CP&L EASEMENT =� TOP=46T_40'
-L7 - T A, 8 f58.10 - CB P6 1985 PG 471 INV OU 60.80' CO
TIE TO EXITING INERTS.N ACCESSIBLE MDC NO LP
(FULL OF DEBRIS) DB 173?r, 1 2751 z
CONSTRUCTION NOTES 45 3 3 3 p
ZUHAIR INAYA p
TIE PROPOSED 2'-6"CURB & GUTTER TO WESTERN BLVD INVESTMENTS OF RALEIGH LLC DB 17419 PG 512 EIP EXISTING CURB &GUTTER � PB 2012 PG 1201
Eil
TIE PROPOSED SIDEWALK TO EXISTING N DOCUMENT NOT CONSIDERED FINAL
SIDEWALK UNLESS ALL SIGNATURES COMPLETED � N
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PREPARED IN THE OFFICE OFo
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
))HornPHONE: [phone]
©2023
ROADWAY PLAN AND
PROFILE SHEET
H R Z
20LOWIIIIIIIIII� I
PROJECT-.
CONNECTING CARY SIDEWALKS
PROJECT G - W C HAT HAM S T
REV. No.e
REVISION:
DATE°
DRAWN BYe
CHECKED BY:
INCOMPLETE PLANS
DO NOT USE FORRW ACD?UISITV®N
L1�
VERT
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, Inca
Copyright Kimley-Horn and Associates, Inc., 2023
JOB NUMBER°
0 1 1775066
SHEET NUMBER°
5G