NCC231726_Site Plan or Location Map_20230607

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-- SEE QQ� LOI 5/26/2023dT,SITE, u Q III GAR ASPHALT(TVPJ "
DEMOLIT GR D DRAINAGE I 3 III EX.CURB EDGE
/ DRAINAGE NOTES:
CHARUYITE.UTILITY,PNiit I15'§Ic LDUTODggKj 2-b 011 1 LI•W^ /\ E%ED E // CB-302A(PER NCDOT 840.02)
j8 WILKINSON ARCEL:0 PEAK LLC I EIT EX.DRIVEWAY // T/C=]°3.66
II RUC' PARCEL:06702106 I I U> L")/ F NV OUT=69J.55/ ROOF DRAINAGE TO BE ROUTED INTERIOR TO THE BUILDING AND DISCHARGED TO SECONDARY
ENGINEERING �E Keith c ibE D036542,PG 349 I Za qr __ DRAINAGE.SECONDARY DRAINAGE LINES TO BE ROUTED TO ABOVE GROUND DETENTION POND.
a GUTTER FLO ETO HAVEAMINIMUM
PCSO/DETENTION/DRAINAGE PLA (/1� /. / SLOPE OF. TOWARD EACH SINGLE
T 3].Z]LF 12'HDPE CATCH NGRATE TO AVOID PONDING II
THIRD PARTY INSPECTIONS ARE REQUIRED FOR HDPE INSTALLED IN PUBLIC RIGHT OF WAY.TO BE
EROSION CONTROL Peter Rlodrigue @080% 1 m BETWEEN DOUBLE CATCH BASINS COORDINATED AS NECESSARY.
EX. �f� 60 LF30"HDPE
MAG NAIL(SET IN WALK) I TEI,ECOMMUNICATONS LINE $ \ZL e 01.25%
URBAN FORESTRY Vincent Condon N:541,656A) 71085 PIPE(FOUND) I a MCADAMS
E:1:541,J9.53' APPROXIMATE LOCATION OF ADS-303 ) CB-302(PER NCDOT 840.02)
TREE ORDINAL CE (NCSPC;NA683) T/W=714.35 EXISTING STRUCTURE T/G=704.20 1 I' d 103 A
T/C=703.66
B/W=J11.20 INV OUT=699.00 Jai Q� INV IN=697.50(CB-302A)
RETAINING WALL;MAX. P PI' •ND INV OUT=69]AO / The John R.McAdams Company,Inc.
CDOT Patrick Monroe MAT 3 HEIGHTAPPR0X.3.1F J RETAINING WALL;MAX. 61�Y
_ I T/W=J15.95 HEIGHTAPPROS.3.6 FT� II' ]0415 e'0= �� 9.12 LF 30"HDPE 3430 Toringdon Way
PLANNING N/A I14Ref/PROTECTION PER e n ^]13�\ ~>�z\\11J /�1 BW�J11.28 JSl 0__ N°6°OS'04"E �j 26,
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INFORMATION PLE SE CALL)04336-54990R II --- ----'-- -- - - -'-- ' ' t
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NOTE THIS PUN APPROVAL DOES NOT I IlS•PERMAVENT STORM��I C \ HEIGHT APPROX.4.25 FT B/W=J042S �21 12 GATE AND UNOBSTRUCTED COLONY PARK WEST CONDOMINIUM license number:C-0293,C-187
I ^� ^� B N-J11.33 B/W JS]JS W=JOJ B2 PATH THROUGH DOG PARK UNIT LICE 308
INCLUDE COMI ERC1AL 20NING ALL BUILDING I DRAINAGE EASEMENT \ aT:1P.r�m'I I T/W J1600715.95 Ory I " FOR PCCE ACCESS
PERMITS AND ONI G APPROVALS CAN BE I T/lN J14.40 B/W=J04O3 "I _
0 y III B ����' ) II I/ 7 1 s - 192.03IF 30 HDPE www.mcadamsco.com
OBTAINED AT IECK ENBURG COUNTY CODE /W]14.50 GENERATOR _�� 1(J ✓
ENFORCEMENT PLEApSE E R5OEE C AT I //� ° y y ` L T/W]1J.00 1.33 70400 ] ] � •
-':p�.••- @ O GATE
J04 314 CODE 2631)FOR MORE INFORMATION I X.SDMH '.• 5 I RETAINING WALL;MAX J16 ••.
NOTE SCHEDLLEP3ECONSTRUCTIONMEETING / :J36.51 / J..s;=I�iI I� HEIGHT APPROX.26FT ADS-10] l 1� 2O •\ -��. \ PATHTHROUGH
HR U UNOBSTRUCTED
D CLIENT
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AT LEAST 48 Et5 PRIOR TO ANY LAND INV IN)1 34 / ) T/W=J1fi.J5 T/G J0320 _ \ FOR PCCE JAY SCHAEFFER
DISTURBING A.TIVITY USING THE ONLINE / INV.our.-12.14 / I `L_ _L� TRANSFORMER PAD(TVP.1 INV SAR Jo1.45 333 d3.zs aa. �.\ •• \ .S,p RK t*,\120\\\ ALLIANCE RESIDENTIAL COMPANY
FORM FOUND R H //charlotfenc gov/Id WALL TO BE WATERPROOFED
[%.APPRO)IM YE 15"
WALL TO BE
RIOR GRADES
13.12 LF 8"HDPE
f p 1 \/, RCPSTORN knlN su -,I /w J16J5 EXCEED FFE OF 716.00 FFe-»6,00 FEE-J16.a0 @0.J656 �\ �� \ 200 PROVIDENCE ROAD,SUITE 250
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- WAIL TO BE WATERPROOFED \
EX.AITILITY POLE ITVP.) Ii
3p WHERE EXTERIOR GRAPES J0' 70. \ \. \ \
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1 III/ OCATION > FFE_]03.33 (TRAFFIC-RATED)OR )03.33 I \ \\ ```a3? \
I EX, M(TVP.) °- s]16.35 I APPROVED EQUAL \ \\ \
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OF KSJ INSTALLED
TONE 18-101 703.50 1,T j0y � �// z O CC
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M •• •�! / ® 20.23�ISEE SHEET CROS FOR `$ U
I NV IN 699.00ITD 106)
-x G J ,, MENITY NV OUT=69].11 B W]001.50 DESIGg INFORMATION) 1
1 >X W W APPRO)(MATE .ISO • ` / /
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PIPE(FOUND) t/I
I x I [I�IM:J13,6 l' I 71433 W T/W=702.14 // SHEETC8.051. SIG/I4NEORMATION) ‘ I Q
$ 1 I INV.IN,)0.5] / 2AO • 33.59 LF 15"RCP IIC• ® / V II e I _/E/ ' / Q NI =
_ _ _ W- �x EDGE AT BRYANT PARK OWNER LLC
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/ �I 1010] !�=3K,IL RETAIN IG WALL; / j/� (NO OBSERVED EVIDENCE OF TRACKS) CC
p l/ h 1< INV OUT70900 - - / . �` / / / /
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CONTRACTOR SHALL NOTIFY"NC811"(81GINNIN-800-632-4949)AT J 2 9 �;
I ll� I / °�� / // //^ / ^/ / /// LEAST3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 1311
THE JOHN R
1 \\\\ i . �, `I - / / 1 \ / / /,// b OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. / n= MCADAMS =Z
$ sI n \� / J13 J5 1
J / ® // / / / el /+ / CONTRACTOR SHAOR SERVICES
ANY LOCAL UTILITIES THAT PROVIDE ���' �A CUMPANY 9O
I V.-1 I I / / / / b0°j THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". C 0293 Q�
I \\ III / 'I / . 1L_
/// / 8 / REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. Knowwhal'SIl•IOW. "" ti♦1 \\ / IIi // /sow/1 // Youdlg. �.,,cqr �o�,,�.:1 \ III F "� 02.6] b� Call before ''F°;;. '\\II IEX.LIGHT POLE(TAPS // / 4 /
aa // / / 7-5' EXISTING LEGEND
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Q IRON PIPE SET G GAS METER 56 56 STORM DRAN Z:•�
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•R EX.GA'LINE(TYP.) I ♦I '? r / I / I 1��1J�l.\ ///// / / 3 CONCRETE MONUMENT SET EI ELECTRIC BOX/METER UE UE UNDERGROUND ELECTRIC = �� '�
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CALCULATED POINT
/ J © SANITARY SEWER MANHOLE 7� POWER POLE WITH GUY ANCHOR
IIIII,'�VI\ I / ] a"1 I I ]12.50 ® - Aryl I-/. kr I /// / // E F/ SS SS SANITARY SEWER LINE
5 `EX.SE ER MAIN I / I e`• (
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o EX,BA'BUILTS) / T \\ "D BASIN(TYPJ/ SU T/W=699.99 / / / - € GAS LINE
' 10100 I ■® 12"HDPE(TYP.) '^ \I !� �;♦/ // / E l� WATER VALVE STORM DRAINAGE MANHOLE -x-x-x-x FENCE LINE N0. DATE
M I (PER / • I uJ/�- `u' ~ LL■ / `' / / / � YARD INLET -- SURVEYED PROPERTY ONE 1 01.09.2023 1ST CITY COMMENTS
s A I III / ]11
t7 5 B BUILTSMAN III //II Ay6 I! ��I - - ' �- 0���__ J14ro ��\ ]13.33 ICI I / = WATER METER ® 2 02.17.2023 2NDCITY COMMENTS
I- I •
FLARED END SECTION PROPERTY LINE NOT SURVEYED 3 03.D6.2023 BACKGROUND CHANGES
g II // •I'IIII Ir l 20•
---.-.--. -. -.-- ! / / BACKFLOW PREVENTER
V In IM' I �I Y •'® I / x W • BOLLARD RIGHT-OF-WAY LINE 4 03.14.2023 MID-CYCLE AMENDMENT
o 5 C. 11 112 w ,11/^k%.EASEM ENT • IVA 711 w --' , @ETA N NG WALL;MAX
! / / H'v'a FIRE HYDRANT SIGN
•A 1 I �I,OB 13)34,PG fi18) j �./ J110� HEIGHT APPROX.4.9 FT ' / / m. TELEPHONE PEDESTAL ;3y si"A.T 4. j3/q'?,
51 0 MAILBOX
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I 1 I ADS-203 I / GRADING LEGEND
I ly+II I ADS-204 FOUNDATION WALL.SEE T/G=J0220 i //
Pi 5 I �, w f I I ]11.25 T/G=J13.40 ARCH/STRUCTURAL PLANS PP.) INV OUT=699.60 I li•`.13/y/=699.35/ DIP STORM SERVICE LINE PLAN INFORMATION
IN, veo7,3=J04.40 @4. OUT7HDPE T =J00.90 CA FLARED END SECTION ACCESSIBLE PARKING AREA
E. ^ �ROPOSED 30'SETBACI FROM ., INV HDPE STORM DRAINAGE (2%MAX.SLOPE IN ALL DIRECTIONS)
A ACKOF FL TUBE CURB 5•\ Jo0LF8"HOPE @1.04% / ( ENDWA RCP STORM DRAINAGE PROJECT Na ALL22003
o` III II �DCATION = x @J.14% IO.J]LF 8"HDPE ! LL SECTION
5 1=%8 VCP SEWER MAIN(PE •' FFE=]34.00 @ 1.39% - STORM SERVICE LINE(HDPE)
PROPOSED RIGHT-OF-WAY FFE J03.33 1O.JJ LF 8"HDPE I CATCH BASIN FILENAME ALL2200361
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E%.UNDERGROUNm ....,/
�I30.22 @1.39% /
TELECOMMUNICATIONS(NP.) $ \ J106) RETAINING WALL;MAX. RETAINING WALL,MAX. I RD RD RD ROOF DRAIN,B"ADS CHECKED BY JBW
I ]YO 09,J2 fl I ]3080 HEIGHT APPROX.].S FT HEIGHTAPPRO%113PT T°S2°2 I • DROP INLET NON-PERFORATED TUBING OR
B[ Ill / - - - )° INV OUT969952(BEND-2) ! I I EQUAL IA%MIN.SLOPE 3'MIN. DRAWN BY SRM
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N�/ NV OUT7707.50 INV OUT-JO)25 INV OUT-06.50 AD520S /G-)0225 STORM SERVICE INLET 5 •' FOTU BL CK OF CURB T/G-)12. _ 5 } COVER PVC SCHEDULE 401N
ADS-208 ADS-20J ADS-20E _
23.78 LF
c E%.CURB N > y @°35J%HDPE J@.0�14%••HDPE �0014%HDPE 15.40-\ B/W=702.43 @1.05%"HDP I ..BeJ 11* SCALE 1"=20'
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w `I ASBUILTS) �� r @].14% 13.94- /02°3 -- gAN=fi98.fi0 O DATE 10.28.2D22
-I I / I II TP TP TP TREE PROTECTION FENCE
$ i '� 31.09 LF8 HDPE 24.90 LF8 HDPE 25.93 LF8 HDPE 21..LF8 HDPE T/W-J1390 T/G-J0250 T =]02.21 JUNCTION BOX
\ 4}a @ 1.61% @ 1.00% @ 193% @ 6.93% 00 PIPE(F ND)
2Ihip INVIN 69900(AD ,F2I ��� DRAINAGE FLOW ARROW LD LD LIMITS OF DISTURBANCE SHEET
c I 710.00 714,00
-- INV OUT 69900I
o I Y ° EIV. ] -- - Jo26) • JI) S81°4JI23"E N LINE BREAK SYMBOL
-APPROXIMATE RIGHT OFINAV 1 J0932 '' __ _._ IP
- __ B/W 698.15 1].1' WOODED AREA NC GRID D ) GRADING &
(NOT SURVEYED) ll �� 3' 1G 45 /---- - el
ry li� - I J.3 00/• '• 229 LF 1" \250.50
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DRAINAGE PLAN
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III ] 7[I�®• - I!� Illll lillllllllly\` J04 - - J INVIN=fi984J \ TW=223.00 TO POFWALL ELEVATION a0
0852/ lI - F �i0990 OS° ` �_y ! BW=213.00 BOTTOM OF WALL ELEVATION 250 EXISTING MAJOR CONTOUR
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g III = 1- SO6°05'3J'W2•35 /W=J0545 B =]04.88 4.16 LF 8"HDPE 35.23 LF 8'HDPE APROF (NOTE:BOTTOM OF WALL IS GROUND IIRth=20 R.
III x /p9 11\ 1 MAG,6168OUNO Try WALK) 711.11 71186 712.56 B/W=]o9.00 ' B/W=]OS 32 T =705.35 @ 1.20% @ 1.42% - 25 EXISTING MINOR CONTOUR C3 •00
a • Alli-T614.59' T/W=]30.55 T/W=]34.00 /W=]OS 40 T/lN=)02.98' PIPE(FOUND) ELEVATION NOT WALL FOUNDATION)
BSXUND I E:1,440,0)2.13' B/W=]09.66 T/W=]I3.21 T/W=]31.96 T/W=]32.6fi BAN=JO].80 JO &NANCY 53.50 LF 8"HOPE T/W=]02.00 B/W=698.89
T/W=]13.95 e/W=J05.24 ORREST @8.SH4 B/W.70199 }250.60 SPOT ELEVATION - EASEMENT LINE
III LE RI�NE IrvP.I NCSPC;NAD63) B =J09.38 B w=Jw.m a/w=J°9.o9 PAg FINAL DRAWING-RELEASED FOR CONSTRUCTION
M ��• ( BNJ=]06.13 „DING EDGE o e
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