NCC241738_Site Plan or Location Map_20240609

'R 7q3, MATCH LINE - SEE THIS SHEET / 4 \11 P
LEGEND: / / // \- �� ■ sit V
'''',0 CO EIP-EXISTING IRON PIPE SITE DATA CURVE TABLE '/ / / �' �- ;�J solutions
EPK-EXIST1NG PK NAIL
'N CURVE LENGTH RADIUS BEARING CHORD /
ERBO ERB-EXISTING REBAR DEVELOPER TRIANGLE LAND PARTNERS,LLC / / civil englnnnnrlgIland Surveying
3 o COMPUTED POINT MAILING ADDRESS PO BOX 5548 Cl 43.45 25.00 N33'19'05"W 38.18 / 069 to ISDine-MIvz.fyevevme,NC zeros
'_ / / outs 1910+2FQ1)fax [phone] ItraerumerlG96a
23 N/F-NOW OR FORMERLY CITY,STATE CARY,NORTH CAROLINA 27512 C2 12.18 205.00 N84-48'37"W 12.17 I / 7/ rmWADWwIWm.wm
R/W-RIGHT OF WAY PIN NUMBER 0651-90-8197.000 I / /
W TOL-TOWN OF ULLINGTON TOWNSHIP NEILLS CREEK C3 20.03 205.00 N89'18'40"W 20.02 /
SR 1434 if
PROPERTY UNE TOTAL SITE ACREAGE 9.63 AC C4 4.84 100.00 S89'16'30"W 4.84 / / / / / - /
-ADJACENT PROPERTY LINE ACREAGE TO BE DEVELOPED 9.63 AC I \I
C5 24.48 100.00 N8719'39"W 24.42 I
? RIGHT-OF-WAY ZONING CD-RMF / \\\\1tLlll////IVY
_ - - - CO 23.47 100.00 N68'35'31"W 23.41 / Q\\t\ RQ
-SETBACK UNE EXISTING USE UNDEVELOPED/RESIDENTIAL / i / . �. �\ '\�• ( I�
SITEI. 59 SANITARY SEWER UNE PROPOSED USE RESIDENTIAL C7 20.04 100.00 N56-07'40"W 20.01 / I �Q��•iiYi..M3,a/�i
2 m STORM DRAINAGE DISTURBED/DENUDED AREA 10.82 AC / / �_ C
CO 20.34 100.00 N44'33'31"W 20.31 / 'Y/ AL
-7 -WATER LINE SETBACKS REQUIRED: /W /a'
-OGT UNDERGROUND TELEPHONE LINE FRONT 20 FT C9 21.61 100.00 N32-32'19"W 21.57 SO \ i / / T f 57
SR 1516 // OVERHEAD UTILITY SIDE 0 FT C10 39.07 100.00 N15'09'15"W 38.82 0\ /Ord / ) / o II
' j �.1s'.P•3UR�•'•r� •
_ PERMANENTUNE CORNER EASEMENT REAR
RNER SIDE 10 FT Cli 9.75 100.00 NO1'10'09"W 9.74 �' / d/ / N / / �/�N/R111„\�\`+
225-MAJOR CONTOUR \\ /////y / /
NORTH OPEN SPACE REQUIRED: C12 39.27 25.00 N43°22'35"W 35.36 / /
222 MINOR CONTOUR / // / / - b�•I1•2
'SPOT ELEVATION REQUIRED C13 39.27 25.00 S46-37'25"W 35.36 }.
VICINITY MAP •BENCHMARK TOTAL REQUIRED(15%) 61,066 SF C14 39.27 25.00 N43'22'35"W 35.36 / I / /
®SIGN USEABLE SPACE REQUIRED(5%) 20,356 SF \\ \, /
NOT TO SCALE ®MAILBOX TOTAL PROVIDED 75,369 SF C15 9.27 25.00 N46'3]'25"E 35.36 ---...„,,...4.
/ REVISIONS
LANDSCAPING LIGHT USEABLE SPACE PROVIDED 28,342 SF C16 40.90 25.00 S45'14'36"E 36.49 " / / //
>r1 LIGHT POLE PARKING: C17 55.37 255.00 N85'53'25"W sS26 c ' / �: i
/
'•UTILITY POLE REQUIRED /
018 36.59 25.00 N58'24'04"E 33.41 / /
GUY WIRE 2 SP/UNIT 150 SPACESpU / '
0 TELEPHONE PEDESTAL 0.25 SP/UNIT(GUEST) 19 SPACES C19 37.64 25.00 N44'45'24"E 34.18 / I Rz. J Z
DO WATER VALVE TOTAL REQUIRED 169 SPACES / e / I I O
C20 70.23 50.00 N51'S2'16"W 64.60 / / _ U
FIRE HYDRANT TOTAL PROVIDED 169 SPACES
WATER METER C21 11.57 50.00 NO5'00'14"W 11.54 / / / j 2
SANITARY SEWER MANHOLE C22 39.27 25.00 S46-37'25"W 35.36 / Q N
gl HARDWOOD TREE / / j / cc O
0 PINE TREE ROAD NAME TOTAL LENGTH C23 39.27 25.00 N43'22'35"W 35.36 / V 0 U
©SHRUB BRAYDENS WAY 246 / / /
HARPERS MEADOW 751 N/F / / ' �� / HARNE OW
RIP RAP/GRAVEL ROSE LANDING 865 BRUCE JOHNSON,LLC
5MENZ I ASPHALT DB 4109,PG 436 / CC S
/ / / DB 9E
98 „ I BUILDINGS , F
53a • / / ,� � O O
20'WATER LINE EASEMENT TYPE 4 MARKERS ^-'v-b>d, >- _ / 0
73yY ' . DB 2776,PG 996 SEE NCDOT STANDARD kx F sJg if/
_- /I O0.
IH . - - - - - - - PB 2010,PG 534 DETAIL 1264.02 - --- -- crew / -� /
588'22 35"E 1082.0]'TOTAL
• 0 .
�E 5 rvG s 30.00' 20.00' 20.00' 20.00' 30.00' 30.00' 20.00' 20.00' 20.00' 20.00' 20.00' 30.00' 30.00' 20.00' 20.00' 20.00' -30.00' 30.00' 20.00' 20.00 20.00'I20.00' 20.00' 30.00' 30.00' 20.00' 20.00' 20.00' 30.00' 30.00' 20.00' 20.00' 20.00' 20.00' 20.00' 30.00' I III „,226' •168.82"• e f Y1E
--- I- ----- ------ I- ----- I- 20'PRIVATE DRAINAGE EASEMENT --- - ----- --- - ----- ----- SO.00' ��� 588'2235"E 110.00' 10.35' 2 / g/�
T � � -- 2F0�� ��?0 �N20' ��?0' �. _ io 10'PRIVATE DRAINAGE EASEMENT oI/ /A /i
I 1
0 1371 N
v o o �zlloCf�w UTILIOTY (0.08 c)© I /2 /y
o n A '<o EASEMENT l o o �� / g /,� PROJECT NAME
0 42 41 40 39 38 f 37 36 35 ® 33 32 31 '" 00000,9~ 25 24 23 22 27 20 19 `� 18 17 16 15 14 rT 13 12 17 10 O ® O °Jlo to z,zoG SF 5 A o /p// �r
9'0F 16 ' (0.05 AC)O j / 33 •
c 3,300 SF 2,200 SF 2,200 SF 2,200 SF 3,300 SF y SF 2,200 SF 2,200 SF 2,200 SF 2,200 SF 2,200 SF 3,300 SF➢ ry 3,300 SF 2.200 SF 2.200 SF 2.200 SF 3.300 SF ry 3,300 SF 2.200 SF 2.200 SF 2.200 SF 2.200 SF 2.200 SF 3 3.300 SF 2.200 SF 2.200 SF 2.200 SF 3,300 SF A 3,300 SF 2.200 SF 2.200 SF 2.200 SF 2.200 SF 2.200 SF 3,166 S <I oN / (
�K`: (G.08 AC)(o.os ac)(o.os ac)(o.os ac)(0.08 AC)z n (0.05 AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC)(0.08 AC)z n(DM AC)(o.os AC)(o.os AC)(o.os AC)(0.08 AC)z n (o.oe AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC)(o.oe AC)T.
n (o.oe AC)(o.os AC)(o.os AC)(o.os AC)(a.o6 AC)n M (0.08 AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC)(o.os AC) (o.o/AC)
of '��- ��y 11 30"STANDARD / ����11 ,
]� ( ly 3 I I AID to ,2005E O of o /, CURB&GUTTER / HARPER S
kg, II 2.200 SF mi w //� w MEADOWA I o I I o I - - IF s'TOL UTILITY m J kg, 'mlo (0.05 AC)Q / I o /
/ / / ./TEASEMENT .. / S OO'S R. oI ry n Iti °,2/ W
4 = /
11.69' 30.00"'-20.00' 20.00'-20.00' -30.00' 30.00' '20.00' 20.00' '20.00.-20.00' -20.00' 30.00 E 30.00 20.00' -20.00' 20.00' 30.00' 30.00 '"20.00-'20.00.-20.00''20.00-20.00"-30 00'-T"30.00 20.00' 20.00' 20.00 30.00z 30.00 20.00' 20.00' 20.0�' -20y00' '20.00' X�� o N�` /3'
1 'TOTAL "��X -1`2 o z.20o 5F O s 1...
s, _ 588'22'35"E 826.69'TOTAL 5'SIDEWALK tiID � o 0.05 acj �/ 'V �
t,: J -w.I�.�wlS�I� J l l l l l l l l I / / / / / 1 R27.5' K< E'I`� I -I I el lam'4 /
\3 u
HC RAMP
':j TYPE 4 MARKERS _ _ _ ROSE LANDING STREET _ _ _ _ _ _ (TYP) _ V YII 3•300 SF O ' o /4//"i /
o SEE NCDOT STANDARD - - - - - - - - - - - - --30CURBLL 50'R/W(PUBLIC&UTILITY ACCESS) 8'LANDSCAPE AREA 25'X25'SIGHT 21
I io L(0.08 Ac 1 a o U
Un/• DETAIL 1264.02 m TO BE COVERED IN MULCH TRIANGLE( ) N I " I I I p N / O
m: R27.5' R27.5' R27.5' - 0 lid o 588'22'35"E 110.00' .47
�,� R27.5' �3 24"SPILL R27.5' o110/� y
Iv 088°22 35"W 61.13'TOTAL N88'2035"W 160.00' _ _ �` / CURB 588 22 35"E 405.00_TOTAL 5'SIDEWALK
I --r1 \ \ \ A''''' - _",(--- - Ili • i. -- it . 10'870'SIGHT - / j
3I,�o-50.00' �^; A\__ i ..- -. -. USEABL ��..-. -.. 1` �\ /a� -..-,� 1-..v o �. G-# °T g, ` 0_4 _ ._.� 231.39' - �85.00' _ / ZM / o.
11.13' OiR /G�� -� ♦ \� /`1' - - •• I,e �p a y -- 'C\ I OPEN SPACE TRIANGLE O 2
501'37'25"W R 5 TOL OPEN SPACE 2 Q ~ G`1'. J I
r d•\. .,/\-- 2� I./,, 3o UTILITY _ 17,166 SF 3.274 5F O �\ _� I d (12.999 SF) p�6.00' ) /p5_0i ) 43 y L 3378 SE 75 3 R 230.00' / 4/n 25' ® 2'0 EASEMENT ® a//� (0,08 AC O m PICNIC M 1 (0.0o AC)O 29' s, PROJECTI l� Wln ~ USEABLE L-74.85' (/o ��LIFT STATION 501'37'25"W JO10 SP � 5,1
G a '-/ f o / o OPEN SPACE ABL CHORD SIGN /3 / SITE PLAN
N88 22 35 W 50 00 8 00 N01°37 25 EJ� w�_ 267 5F 10'TOL (Typ) w /10 El O 1354 O 8.54 (0A5 AC) 44 UTILITY ` (71176 SF) / 3.6155E 7403 N82'4714'W ///.(p2 01- 20'PRIVATE =' 7 SP EASEMENT "\ _ I' P (o.ge Ac) •I ` ` 7452' ti0 � /\ , -- �N882235 W DRAINAGE ;'1\ N \ /� �. \\� � - �- 0�/, 88°2235"W - 1 BICYCLE n \- / a \ \ `�_ G "II =/\ 2500' EASEMENT \ 3,72i SF 25' RACK'/� 1u -07k \ O h^� S01 3725"W •1�1 (0-09 AC) _ H • 587 5322"W C 7� / / --
PRIVATE o` o \.\ 45 rn !h i 5= - n/�� 18681� _ � -_ � R2] Er
• MAINTENANCE ,/Pp' _ \ a z '.i.•0 .fJ- _ 'i R.- �� �z �1 R27 5' R27\I�\tom-.=;�•� 2 / 2
e n &ACCESS ` o • 231.88 \\__ TRANSIT- yN I
EASEMENT IIJJ ` �0' 1 y - 18 TOTAL N/F
WALKING � �ii� .. -_� 11. __ ��- CURB // /•� /
n , �� m6�.48' �1% 587'S32R23 SPEED LIMIT- ' ®;A o / /^W / ERNEST GORDON LONG
TRAIL i .` �R23' SIGN
(----/..- ^�Illl�i WET POND# p R=75.00' y ` i g'LgNDscAPE AREA ___ HARPERS MEADOW STREET PORTION OF TRACT 2 OF
Xo �K� PARK , L- \ W PUBLIC&UTILITY ACCESS) ...................
__ ___` „o DB 3168,PG 535
__ _ N / PB 2022.PG 244
-122.70' so'R/ ( - �t ` /io /
6' BENCH • CHORD ` \ 5'TOL ��_ TO BE COVERED IN MULCH ' I` , ,`I CLIENT
GET (TYP o S45MCHORD l-UTILITY ..5��-" ' ` �� /
Sy ) ;\ -EASEMENT-- -.........
t����_ r 20.00' 10.00',C3°�C2._ / �'
•`ti 109.47' �t�� p 120.00'
e(F h`/ .................................
�=�7� S87'S3'22"W 4�517 TOTAL ,.300CI '' 30.0 I
0 5 C>�` t�t - - 0.00
I / / _=fit -EWALK / / ..30.00' -3 00' 120i 0 120.I 0'I '2
E 1 10'X70'SIGHT
Vol/ N)FN O / • ,C6 _ - ii
5TpL UTILITY. /I EASEMENT.5 /,GD9AD> 2pRIVAT �/ 04 A_ mm PARTNERS, LLC
2.348 SF DRAINAGEY - On o U /
I I� I■ m o - ® l
/\ (0.05 AG)
® EASEMENT I I/d/
\ _ _ z ®® 71 72 73 41
I2 f l
2,234 SF m O
4 29' m 68 69 70 J % 2 1z.
SITE NOTES `J00p (o.Gs Ac)20O 0 n 64 O 66 67 m ® zoos 2.200 sF ,293 sF I
ti ,n - 62 63 3,300 SF 2,20o SF 0 SF .os Ac)(0.05 AC)(o.oe,, / bI / T
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ON.PRIOR TO /-- 2p� (0.05 AC)/® ^' O 5$ 59 60 61 m 200 SF 2 zoo SF 2.200 SF 2200 SF 3300 SE 0 (0.08 AC)(0.05 AC)(0.05 AC)( /
CONSTRUCTIONEMDENCE L OR EXCD BE OAVATICN OFUND TO RTHE SITE,IFY TITHE GENERAL ly IL'�x3 00' 3,350 SF d 53 CI) 55 m 0 56 57 ®22®00 SF 2200 SF 3.3f"sF m o (0.08 AC)(0.05 AC)(ao5 AC)(a os AC)(o os AcJ(a.aa ac)m o i,I_• /o •
/ 4/ o
�. 2 ,' (0.08 AC)•oti 51 52 13,30o sF 2aoo sE 2zoo sE
JNTY CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO VERIFY B 52,s8, PRIVATE SBOH�00. \ 3,,,_.., TOUT 1 22®3.200 SF 2200 SF 0.08 00 ut o '';''AO(0.05 AC)(o.Gs ac)(G.os AC)(0.05 AC)(G_oe AC) o ~20' LANDSCAPE 'e' ^/ TO BE N/ PO Box 5548
THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE N 9 MAINTENANCE. / 0.05 qC)( )"� o fe EASEMENT 4 Cary,North Carolina 27512
574 INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE /02•'N, AI ACCESS - ,500 .'00 y"I (p,gg qC)(oA5 ac)(0.05 AC)( m 20' // RELOCATED / /.
.../
AT THE GENERAL CONTRACTOR'S EXPENSE. EASEMENT �"� 0 \ / N -'20' I 20.00' 20.00' 20.00' 20.00' 3000' ,
/ o Phone:[phone]
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. tot �/ •
3. HANDICAP RAMPS,SIGNAGE AND PARKING SPACES SHALL BE 4' 3p0• 0, ' _ - - I 30.00' 20.00' 20.00 20.00 20.00' 30.00' v 609952270 po/ I /
PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA } 3000 20.00' 20.00' 20.00' 2000 S87o053'22"W 540.00'TOTAL EC2cRD NAD68'\/ 'AND LOCAL REQUIREMENTS.4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF OPEN SPACE 20.00' 20.00' 20.00' 30.00' N (20/ /( K 4:-X / PROJECT INFORMATION
SIDEWALK UNLESS OTHERWISE NOTED. N/F 30 LF RETAINING WALL (34,028 SE) 30.00' 232 26' e- /
5. ALL RADII ARE 5'UNLESS OTHERWISE NOTED. THE B&W CO.,INC. -
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH CONTRASTING 3'MAX HEIGHT
STRIPE(YELLOW ON CONCRETE AND YELLOW OR WHITE ON ASPHALT DB 1322,PG 853 S88'02'45"W 242.g0'TOTAL -10.54' /
114,34' • / DESIGNED BY: CALEB
PARKING LOT). { • Efts / /
7. HANDICAP PARKING SPACES AVE TO BE DESIGNATED BY BLUE 176.86' • S87'54'36"W / DRAWN BY: CALEB
STRIPING AND EITHER A BLUE SYMBOL ON A WHITE BACKGROUND - S87'54'08"W 1FR8 /
OR A WHITE SYMBOL ON A BLUE BACKGROUND.ALL HANDICAP 2 CHECKED BY: SCOTT
PARKING STALLS REQUIRE THE INSTALLATION OF THE PROPER I Rz * N/F /
SIGNAGE t=6 THE B&W CO.,INC. y a / PROJECT NUMBER: 1896
8. ALL PARKING SPACES ARE TO BE LAID OUT IN ACCORDANCE WITH TBM DB 1322,PG 853 // UT h/ W
m THE SITE PLAN DIMENSIONS. K 609,633.346 4D DISK�/4
H 2.059.792.032 N 609,925.174 W 2
En 9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN C GRID NAD 83 I v ��
E 2,059,923.898
ACCORDANCELSITEIMPROVEMENTS
WITH VE STATE AND LOCAL LAWS AND REGULATIONS. (zoil) ELEV 219.26 / W ,W/ w DRAWING SCALE
i• 10.ALL SITE IM ANDVSTETTS SHALL IO INSTALLED PER TOWN OF NC GRID NAD 83 ti
LILLINGTON AND STATE REGULATIONS 2011 '- `" /
g 11.LAND USE CLASS: SINGLE FAMILY RESIDENTIAL ( ) 3r I 0 / W HORIZONTAL:1"=40'
u 13.LOT COUNT: 75 NAVD 88 // 1/ 4
14.WATERSHED CLASSIFICATION:N WS-IV-PAA Ti/
V. 14.THIS PROJECT LIES WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL
DC 210T. LANDSCAPING NOTES: QTY. TYPE PLANTING SIZE MIN.HEIGHT SCIENTIFIC NAME I m
15.NC 210N IS ON THE NCDOTLLTHOROUGHFARE PLAN. 1. HEIGHTIC AND SPREAD OF TREE SPECIMEN SHALLA MEET REQUIREMENTS FOR OF THE / t
DATE RELEASED
16.FOUNDATION SURVEYS WILL BE REQUIRED FOR ALL LOTS. AMERICAN ASSOCIATION OF NURSERYMEN,AMERICAN STANDARD FOR NURSERY CANOPY TREES9 c i E17.NO PARKING WITHIN R/WWAT WILL BE PERMITTED. STOCK. GRAPHIC SCALE / N
18.STREET AND STORM WATER DRAINAGE IMPROVEMENTS TO BE 2. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE
y INSTALLED IN ACCORDANCE WITH THE"TOWN OF LILLINGTON
TOP OF THE ROOT BALL.TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL 68 WILLOW OAK 3"CALIPER 8' QUERCUS PHELLOS 180
/ / O AUGUST 17,2023
STANDARD ROADWAY,SIDEWALK,CURB&GUTTER,&DRAINAGE BE REJECTED.DO NOT COVER THE ROOT FLARE WITH MULCH. UNDERSTORY TREES J y
PIPE SPECIFICATIONS".
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK.KEEP MULCH A MIN. = II 11
OF 4"AWAY FROM THE TRUNK BASE.
a
19.OPEN SPACES,SIGNAGE,MAIL KIOSK,DRAINAGE EASEMENTS, 4. STREET TREE LOCATIONS ARE FOR ILLUSTRATION PURPOSES ONLY.PLACEMENT c) 1, FLOWERING DOGWOOD 1.5"CALIPER 8' CORNUS FLORIDA t
SHEET NUMBER
11
9` LANDSCAPING,PARKING LOTS,AND ALL OTHER ITEMS NOT UNDER OF TREES TO BE ADJUSTED FOR DRIVEWAYS AND UTILITIES. ( IN FEET) /
TOWN PURVIEW TO BE MAINTAINED BY THE HOME OWNERS i._,
,/ /ASSOCIATION("HOA"),PROPERTY OWNERS ASSOCIATION("PGA"), SHRUBS 1 inch= 40 ft. r/CONDOMINIUM OWNERS ASSOCIATION("COP"),OR ANY OTHER 'THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE TOWN OFLILLINGTON LIDO.THE OWNER OR DEVELOPER I5 ENCOURAGED TO CONSULT WITH A /^� /�
a ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS MORE IN DEPTH0 101 JAPANESE HOLLY 5 GAL. 18" ILEX CRENATA \/ . 7.0
OF THE RESIDENTIAL COMMUNITY. THAN THE MINIMUM REQUIREMENTS.THIS PLAN IS FOR PERMITTING PURPOSES ONLY. / L
S / fi I
MATCH LINE - SEE THIS SHEET