NCC231425_Site Plan or Location Map_20230512

SITE LEGEND-0- "
SIGNAGE
SURFACE COURSE
TACK COAT
m. 3'S9.5C IN TWO 1.5"LIFTS(MINOR) ill. TRAFFIC DIRECTIONAL ARROW
P) 3"59.5C IN TWO 1.5"UFIS(MANOR)
INTERMEDIATE COURSE
4"119.00 IN ONE UFT(MINOR) NY
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\ 4.119.0C IN ONE UFT(MAgR) CURB RAMP PER NCDOT STD. 848.05
ffff�fffff{f{f BASE COURSE NPEQ MCADAMS
f M fffffff� IEP B25.00 IN TWO 4"UFTS(MAJOR) -- PROPERTY LINE
•BGRADE --- RIGHT-OF-WAY LINE
COMPACTED SUBGRADE(SEE SECTION u18) The John R.McAdams Company,Inc.
EASEMENT LINE 3430 Toringdon Way
TYPICAL MINIMUM PAVEMENT SECTION Suite 110
,-oz. (SEE NOTE 3.) - CENTERLINE Charlotte,NC 28277
55 50SRoC HY T R ) FULL DEPTH phoneax 361.7. 69
800
EXISTING E' EXISTINGV 1NE' LEE TURN EXISTINGV E' EXISTING ASPHALT PAVEMENT fax 919. 2269
4.5' 2.5' TRAVEL LANE TRAVEL LANE y.5'LANE TAPER TRAVEL LANE TRAVEL LANE z.syz.s' 5' license number:C-0293,C-187
EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAYtC ' ?�
X [ 1.5"MILL AND 1.5"OVERLAY WWW.mcadamsco.[om
EXISTING GRADE SAW CUT EXISTING GRADE _ CLIENT
VARIES\ ` -DES VARIES VARIES
- VAR VMILL VAIS
=,aJ' PULTE GROUP-MELLISSA OLIVER
OVERLAY 11121 CARMEL COMMONS BLVD,SUITE 450
VARIES)
COMPACT MO.
ASS SOIL 1' CHARLOTTE,NC 28226
GENERAL NOTES: PHONE:[phone]
NIL-DEPTH NOTE:• 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD.
SIDEWALK yC&G�STANDARD PAVEMENT_�TAND.°PAVEMENT_. GRASS MEDIAN &(..PAVEMENT STANDARD PAVEMENT STANDARD PAVEMENT COG f SIDEWALK(
THE SIDEWALKS AND/OR MULTI-USE PATHS SHOWN IN THESE APPROVED PLANS ARE NOT TO BE 2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONSTRUCTED ALONG THE STATE-MAINTAINED ROAD(S)IN THE EXISTING OR FUTURE PUBLIC CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER IF ANY *PulteGroup
R/W UNLESS THE SITE IS ANNEXED INTO THE MUNICIPAL LIMITS.THESE AREAS ARE TO BE DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
GRADED WITH THIS PROJECT,TO ALLOW FOR FUTURE SIDEWALKS AND/OR MULTI-USE PATHS TO OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
TYPICAL SECTION - "A" BE CONSTRUCTED WHEN THIS AREA IS ANNEXED INTO THE MUNICIPAL LIMITS. ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
S TRYON ST (NC 49) IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
STA. 11+68 3. ALL WIDENING MUST BE PROOF ROLLED AND INSPECTED BY NCDOT PRIOR TO ASPHALT
PLACEMENT.
EXISTING
ERWIN ROAD
SR-1120
(VARIABLE WIDTH PUBLIC R/W) CA
(CITY MAINTAINED)
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INV.=609.41' / Ali/ ti i A _
EXISTING INV.=609.41' ;.! • / .1 _ w Ce 0 -
INV.=609.96'
S.TRYON STREET �{ ��; i►
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FULL-DEPTH _ € !THE JOHN R.S =
1--I EXISTING WATER REMOVE C&G AT EVEN EXISTING EDGE OF ICI _
ASPHALT(NP.) --- - STORMWATER MANHOLE EXISTING ICI II O Mc ADAMS Z
V MAIN JOINTS(TIP) PAVEMENT -I O
- - •- 61388 CROSSWALK EXISTING ICI II :AtCOMPANY,INCIti=
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FENCE INV.=613.32' F p
v EXISTING OVERHEAD //0 I Ax�� I _.�O ti'�•9';
QI POWER LINES \EXISTING PEDESTRIAN / I �7 5 ¢ SEAL 9`••t
SIGNAL J// I Ili. 046788
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- 7 - - - / / \ / 1 a'PwsTlc FENCE I II GINS. Q
1 I / 1 G•9RT A wOOQP'.
\\ 1 I I / / / \ / 1 1 \ REVISIONS
u.
1 I / �/�/ / 1 1 N0. DATE
\ / 1 10.27.2022 CITY OF CHARLOTTE&NCDOT COMMENTS
\ 1 1
2 01.23.2023 CITY OF CHARLOTTE&NCDOT COMMENTS
3 04.03.2023 CITY OF CHARLOTTE COMMENTS
rj \ 1 II ' //// \ ,/ // \ 1 ` 4 04.03.2023 NCOOT COMMENTS
5 05.01.2023 NCDOT COMMENTS
3
E
PLAN INFORMATION
u
o O PROJECT NO. PLT22006
FILENAME PLT22006-RW-E-ST-LT
2 //
CHECKED BY SAW
DRAWN BY BPK
Know what's below. SCALE 1"=40'
Ca ll before you dig. °ATE °'.25.2022
SHEET
t
g CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949) AT ERWIN&S.TRYON-LEFT
8 LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. ROAD IMPROVEMENTS
ALL CONSTRUCTION SHALL BE IN
F CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE ACCORDANCE WITH THE NCDOT DESIGN
THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". [ ANDARDSANDDETAILDRAWiNGS C 1 . 1 4
I REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
A CONSTRUCTION DRAWING-NOT RELEASED FOR CONSTRUCTION

SITE LEGEND la
SURFACE COURSE
TACK COAT 3'S9.5C IN TWO 1.5"UFJS(MINOR) TRAFFIC DIRECTIONAL ARROW
m<P) 3"59.5C IN TWO 1.5"UFIS(MAJOR)
INTERMEDIATE COURSE
4"119.00 IN ONE UFT(MINOR) 7117
pi'
BASE 4'119.0C IN ONE UFT(MAJOR) CURB RAMP PER NCDOT STD. 8413.05
BASE COURSE TYPE Q
fffff�fffff{f{f{� 18'825.00 IN PRO 3"LIFTS(MINOR)) MCADAMS
fffffffJl� 8'825.0C IN TWO 4'UF1S(MAJOR) -- PROPERTY LINE
%20P0 r ffffffff •BGRADE --- RIGHT-OF-WAY LINE The John R.McAdams Company,Inc.
l;;T ouiE""I"s COMPACTED SUBGRADE(SEE SECTION 1A18)
RON7 3' EASEMENT LINE 3430 Toringdon Way
EXISTING 11' EXISTING 11.2' EXISTING 11.8' 11'RIGHT SHOULDER TYPICAL MINIMUM PAVEMENT SECTION Suite 110
5' 10.5' TRAVEL LANE TRAVEL >.NE TRAVEL LANE TURN LANE h - PROPOSED DITCH (SEE NOTE 3.) - CENTERLINE Charlotte,NC 28277
800
EXISTING RIGHT-OF-WAY r COG
I FULL DEPTH phoneax 919.361.7. 69
EXISTING GRADE ASPHALT PAVEMENT fax 2269
SAW O license number:C-0293,C-187
���:T�fTMA W ez - z?y� �y{ � 1.5"MILL AND 1.5"OVERLAY WWW.mcadamsco.com
I CLIENT
Is"MILL& FLL-DEPTH PULTE GROUP-MELLISSA OLIVER
SIDEWALK PLANTING STRIP_}TANDARD PAMEMENt STANDARD P MENEM__ OVERLAY __ PAVEMENT 11121 CARMEL COMMONS BLVD,SUITE 450
CHARLOTTE,NC 28226
GENERAL NOTES: PHONE:[phone]
TYPICAL SECTION - "A" NOTE: 1. PATCHING AND LEVELING MAX BE REQUIRED PRIOR TO RESURFACING THE ROAD.
ERWIN RD THE SIDEWALKS AND/OR MULTI-USE PATHS SHOWN IN THESE APPROVED PLANS ARE NOT TO BE 2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
STA. 11+00 TO 15+50 CONSTRUCTED ALONG THE STATE'MAINTAINEO ROAD(S)IN THE EOISTING OR FUTURE PUBLIC CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER IF ANY *PulteGroupDISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
R/W UNLESS THE SITE IS ANNEXED INTO THE MUNICIPAL LIMITS.THESE AREAS ARE TO BE
GRADED WITH THIS PROJECT,TO ALLOW FOR FUTURE SIDEWALKS AND/OR MULTI-USE PATHS TO ARG GRADEDOE CHANGES.0 NO EXTRACOMPENSATIONDIMENSIONS
GRASHALLW INC RTHEYON CONTRACTOR FOR
BE CONSTRUCTED WHEN THIS AREA IS ANNEXED INTO THE MUNICIPAL LIMITS. ANY WORKNODOCADON HAST NOT BEEN
SIVNRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION NOT BEEN GIVEN.
EXISTING 8 L IG MUST BE PROOF ROLLED AND INSPECTED BY NCDOT PRIOR TO ASPHALT
PLACEMENT.
S.TRYON STREET
NC HIGHWAY 49
(VARIABLE WIDTH PUBLIC R/W)
(NCDOT MAINTAINED)
N. (45 MPH POSTED SPEED LIMO y,It ) 1\,• \ \ \ \ N
(NCDOT PROJECT#8.1673502#U- • I''1�) (/)
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/ / g`''11 \ N / 11 \ PARCEL:20122105 \ ERWIN ROAD DB 3729,PG 760 Q z
>/ / 11 \,II \\ 1 EXISTING I E OF ZONING:R-3 \ SR-1120 PARCEL:
OENING:0�314 \ ` W
/ EXISTING OVERHEAD \ PAVEMENT 5'SIDEWALK TO TIE-IN Q
/ / POWER LINES TEND OF PROJECT TO EXISTING SIDEWALK (VARIABLE WIDTH PUBLIC R/W) \ 2 > 0 cc
/ F 1 TA.15+54 i�EXISTING C&A EXISTING UTILITY
/ 1 EXISTING C: \ (CITY MAINTAINED) a a
/ / EXISTING SSMH \ e I EX.DROP 35'X35'SIGHT TRIANGLE EXISTING POLE (35 MPH POSTED SPEED LIMIT) Z/ / A o ' AINLET (TMP') SEE PAVEMENT RIGHT-OF-WAY V
/ nnI i 4� MARKING PLAN \ EXISTING (NCDOT PROJECT#8.1673502) \ W Cy 0 F
/ EXISTING 15"RCP N, t sEXI LNG 12"RCP FOR PROPOSED \ OVERHEAD POWER \ Li
/ / EXISTING CB EXISTING 15 RCP EX ISTIN LECTRICAL:. -- MARKINGS -- / -J LINES --- - 100'BAY TAPER -1____
Q O
1 EXISTING UTILITY LINE• m 250'STORAGEZ III. _ 150'DECELE-TION LENGTH PAVED DRIVEWAY 1.5"
/ gpR IIIt,.*It . fit 59 SC 6"ABC STONE U
/ p \ CURB RAMP PER NCDOT so Q PROPOSED RELOCATION 'vwJ Z
EXISTING STo STD.DEL.848.05 FULL D PTH ASPHALT 2 OF EXISTING MAILBOX H.
/ P - 4 f EXISTING GATE VALVE PAV'NT(UP 1 `( ■ - -EXISTING SIGN --- --- W
}y �r _ PROPOSED 32 LF OF
t•' EXISTING SIGN • '111 i -� i ` � .`15"RCP 0 0.78%
EXISTING PEDESTRIAN i 41'III EXISTING EXISTNG FPo E TRIAN �•` ��.11W♦��♦%Ut_♦•♦VILIAI���Q•���`'`,��•��♦�Q♦�A�--Ur•��♦��•�����♦��•tInY♦�•♦t.15:•♦♦♦♦�♦•�♦♦♦♦♦• 2'-6"COG END STA.10+8END OF 0JECT AREA TO BE
EXISTING PAINT DEDICATED TO NCDOT � -- - ICe Q ( )
SIGNAL ' SIGNAL REL CA ION ��•�••-• • • I� _ Q
• - ' 00 TREATMENT 10+00 STRIPING J
EXISTING STONE COLUMN //$ EXISTING 5 0, y _! - -$- -� _•--, - --- �t� - a L
4'PLASTIC FENCE 1.:. / 52 4.40 CROSSWALK - -V- _
Y� EXISTING PAINT EXISTING EDGE OF EXISTING DRIVEWAY(TO BE TIE EDGE OF PAVEMENT O U
EXISTING TRAFFIC SIGNAL fi )'1 A\ ' `=��EXISTINO TRAFFIC SIGNAL STRIPING - � �- AS NEEDED) _ _INTO EXISTING - I ,�, 1 PAVEMENT/+ REPAIRED - _ +� �'w+ V
o EXISTING iii. -_e EXISTING B $ EXIST NG SGN ��EXISTING SIGN __,.. '-���� .
/ \ SANITA Y SEWER 1 / .,1 .EXISTING'S'.+CON.
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EXISITNG 24' RCP ® • FE 7'u \•
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t . II 1,\I t __ d $ EXISTING TRAFFIC POLE I
EXISTING TRAFFI '�m EXISTING SIGN I I 1'\ M _ j#.� A EXISTING STOP SIGN
/ EXISTING SIGN M) ,� �� SIGN II G STREET ) EXISTING STOP BAR
� I��•'' `, BR EXISTING I EXISTING UTILITY EXISTING 8"PVC SIGN
5 FIRE ` SANITARY SEWER EXISTING ENTRANCE
g2 ����, Alt,.' -.W-ti HYDRANT t � / POLE EXISTING SSMH EXISTING CB MONUMENT
EXISTING ENTRANC & �� l �r � q\,: �/ / EXISTING 8"PVC EXISTING VEGETATION EXISTING CB �.`1L �1FAAw
MONUMENT `.i (vA ,�`I y•. 4 /T / SANITARY SEWER FOR NEARBY I AA,, N.fCARpCA
/ EXISTING TRAFFIC POL tw1`I.
`.1 ll I , 4 EXISTING UTILITY DEVELOPMENT(TYR) O� 7���
1 :� POLE EXISTING v
EX.DROP INLET MM ,,�
='1 gI01awL��\� A.411 / EXISTING ROCKCASTLE DRIVE '�;THE AOAMSR =z,
/ EXISTING SSMH t _ 11 U1, / RIGHT-OF-WAY (PRIVATE R/W) %,;COMPANY.INC.I-2
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t •{MI \ 1� _1 snNc ssM / / I T C-0293 Q.
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/ PERMANENT DRAINAGE t (R Ai TF P�.,4�
EXISTING UTILITY DEVELOPMENT CO LLC r ��q O
EASEMENT MB 47,PG 321) / POLE DB 14722,PG 660 EXISTING 15"RCP w OF AV T444
( 00 1 I 1\ PARCEL 20135182 I ..FF.H
S EXISITNG 24'RCP
INC LIONS GATE fJ �', INV.=606.28' ZONING:INST(CD) ASSOCIATION INC HONEBRIDGE
MEOWNER
1 TOWNHOME HOMEOWNER
/ HOMEOWNERS ASSOCIATION I p `�I•(. EXISTING SSMH DB 24238,PG 252 1IIIIIIIIIII,��DB 24303.PG 784 gIK�� L / PARCEL:20135]93 I `` ,�N CARp� ..�'
PARCEL:2190179] `
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a / ZONING:R-12MF(CD) EXISTING UTILITY W 1 / I =_.�OF 04 I ), ,_
POLE I .Q
EXISITNG 24"RCP II = ? SEAL vim•.
g 9 - T 046788
JT`F G I NEEQ:'�
I EXISTING PROPERTY LINE I L „ Q-
EISITNd 12"R i :(MB 38,PG 863) . R
EXISTING CB I
2.A WOOAP
A -EXITING 14"RIP 1 1 I I REVISIONS
I3 II I Na DATE
1 PERMANENT
DRAINAGE EASEMENT 1 10.27.2022 CITY OF CHARLOTTE&NCDOT COMMENTS
(MB 38,PG 863) I 2 01.23.2023 CITY OF CHARLOTTE&NCDOT COMMENTS
3 02.16.2023 CITY OF CHARLOTTE COMMENTS
\ I / I 4 04.03.2023 NCDOT COMMENTS
5 05.01.2023 NCDOT COMMENTS
\ I \, /
\ \ I // II PLAN INFORMATION
81' ® \-\ PROJECT NO. PLT22006
I
� p� \ 11 I FILENAME PLT22006-RW-E-ST
,.. I I I 1 I
1 I CHECKED BY SAW
I DRAWN BY BPK
Ti Know what's below. SCALE 1"=40'
' Call before you dig. DATE SHEET 07.25.2022
CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949) AT ERWIN&S.TRYON
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION GRAPHIC SCALE
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 0 20 40 e ROAD IMPROVEMENTS
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE ALL CONSTRUCTION SHALL BE IN �� l
NCDOT
THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". ACCORDANCE WITH THE DRAWL DESIGN 1 Inch=4Dn. .O
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. STANDARDS AND DETAIL DRAWINGS 2
g CONSTRUCTION DRAWING-NOT RELEASED FOR CONSTRUCTION