SWA000168_Plansheet C1.0 - Proposed Site Conditions_20221103

SITE PLAN NOTES:
EASEMENT & MAINTENANCE NOTES:
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
300.00
20.40
10.20
3°53'45"
S19'10'31"W
20.39
C2
25.00
39.27
25.00
90,00,001,
S46°20'55"E
35.36
C3
25.00
21.03
11.18
48'1123"
N64°33'24"E
20.41
C4
50.00
56.54
31.72
64°47'22"
N72°51'23"E
53.57
C5
50.00
51.98
28.62
59°33'56"
S44°57'58"E
49.67
C6
50.00
41.23
21.87
47°14'49"
S8°26'25"W
40.07
C7
50.00
1 48.69
26.47
55°47'42"
S59°57'41"W
46.79
C8
50.00
42.75
22.78
48°58'56"
N67°39'00"W
41.46
C9
25.00
21.03
11.18
48'1123"
N67°15'14"W
20.41
C10
25.00
39.40
25.13
90°17'39"
S43°30'15"W
35.45
C11
575.00
50.41
25.22
5°01'22"
S33°18'21"W
50.39
C12
350.00
73.68
36.98
12°03'43"
S41°50'53"W
73.55
C13
25.00
34.66
20.77
79°25'55"
S27°54'01"W
31.95
C14
300.00
63.31
31.77
12°05'29"
S17'5V41IE
63.19
C15
300.00
31.85
15.94
6°04'56"
S26°56'54"E
31.83
C16
350.00
44.90
22.48
7°21'02"
S26°18'51"E
44.87
C17
357.00
31.60
15.81
5'04'15"
N2°14'22"E
31.59
LINE TABLE
LINE
LENGTH
BEARING
L1
21.84
N25°08'10"E
L2
21.49
N20°11'05"W
L3
43.01
N69°59'03"E
L4
45.20
N56°05'46"E
L5
24.15
N77°12'48"E
L6
17.67
N5°31'59"E
L7
6.43
N83°38'17"E
L8
19.84
S14°40'20"E
L9
17.74
SO°08'55"W
L10
24.89
S10°27'50"W
Lll
27.30
S24°31'29"W
L12
51.50
N88°39'05"E
L13
16.11
S57°16'54"W
L14
24.96
S60°42'48"W
L15
19.37
S51 °25'00"W
L16
37.99
S24°53'40"W
L17
23.97
S22°14'06"W
L18
33.60
S13°23'10"W
L19
37.88
S31°55'56"W
L20
32.17
S23°09'57"W
LINE TABLE
LINE
LENGTH
BEARING
L21
36.40
S32°11'38"W
L22
43.43
S69°56'37"W
L23
33.46
S56°52'52"W
L24
45.19
S36°25'48"W
L25
30.02
S11°05'25"W
L26
46.72
S29°10'26"W
L27
28.65
N89°38'13W
L28
26.18
S37°01'19"W
L29
38.65
S37°01'19"W
L30
28.17
S48°09'41"W
L31
20.22
N26°08'18"W
L32
21.15
N22°58'01 "E
L33
41.85
N11°29'42"W
L34
22.28
N40°16'31"E
L35
12.82
N5°03'52"W
L36
9.46
N50°37'41"E
L37
19.14
N2°30'12"E
L38
24.10
N13°34'07"W
L39
17.86
N17'11'27"W
L40
24.48
N17'11'27"W
LINE TABLE
LINE
LENGTH
BEARING
L41
22.99
N7°26'16"E
L42
6.85
N43°14'33"E
L44
23.43
S29°59'22"E
L45
22.25
N20°01'58"E
L46
55.96
N23°18'16"E
L47
38.38
N29°56'03"E
L48
53.91
N17°23'45"E
L49
53.91
N17°23'45"E
L50
59.93
N41°51'30"E
L51
40.88
N5°11'20"W
L52
21.77
S80°35'31 "E
L53
33.33
N16°57'08"E
L54
27.83
N6°29'41 "E
L55
30.39
N20°59'25"E
L56
30.93
N81 °07'45"E
L57
39.23
N66°55'07"E
L58
35.44
N30°57'25"E
L59
50.00
N57°59'12"E
L60
42.35
N10°53'53"E
L61
35.76
N20°00'36"E
LINE TABLE
LINE
LENGTH
BEARING
L62
31.52
N58°48'06"E
L63
27.21
S64°12'28"E
L64
14.10
N88°39'05"E
L65
14.11
S88°39'05"W
1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT
ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
3. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED
IMPROVEMENTS UNTIL SUCH TIME AS A UNIT OF GOVERNMENT, PUBLIC UTILITY, OR OTHER LEGAL
ENTITY ASSUMES RESPONSIBILITY.
4. IT IS THE DEVELOPERS RESPONSIBILITY TO COMPLETE THE INSTALLATION OF ALL REQUIRED
IMPROVEMENTS. IF THE INSTALLATION OF THESE IMPROVEMENTS AND LISTED AMENITIES IS NOT
COMPLETE BY THE TIME THAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR 75 o OF THE LOTS
SHOWN ON THE RECORDED PLAT WITHIN THE SUBDIVISION, THE COUNTY SHALL NOT ISSUE ANY
MORE BUILDING PERMITS UNTIL THE IMPROVEMENTS HAVE BEEN COMPLETED.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES
PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
6. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY
"NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
7. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR
MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
8. PAVEMENT DESIGN WILL BE APPROVED BY THE NCDOT PRIOR TO PLACEMENT.
9. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET
AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SURFACE LAYER.
NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS
TO BE REPAVE D/RESU RFAC ED.
10. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE.
11. ALL STREET SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD INCLUDING MIXED
CASE LETTERING, PROPER LETTER HEIGHTS, AND RETRO REFLECTIVITY.
1. NCDOT WILL ALLOW SIDEWALKS BY ENCROACHMENT AND WILL NOT ACCEPT RESPONSIBILITY FOR
MAINTENANCE. OWNER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF SIDEWALK. SIDEWALKS
SHALL MEET THE ALL APPLICABLE ADA REQUIREMENTS.
2. UTILITY EASEMENTS SHALL BE DEDICATED EXCLUSIVELY TO HARNETT COUNTY SPECIFICALLY FOR
THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF WATER AND SEWER IMPROVEMENTS.
3. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT.
4. THE MAINTENANCE OF DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER AN/OR
HOME OWNER'S ASSOCIATION.
5. LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMON
FACILITIES WILL BE RETAINED, OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THE
HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATE
LAW.
6. THE DEVELOPER SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND INITIAL
MAINTENANCE OF ALL REQUIRED BUFFERS (INCLUDING STREETSCAPE, PERIMETER, PRIME VISTA,
BERMS, ETC.) UNTIL OWNERSHIP CHANGES TO THE HOMEOWNERS' ASSOCIATION. THE DEVELOPER
IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANTINGS IN GOOD CONDITION AT ALL TIMES.
7. A 12 FT. ACCESS EASEMENT ADJACENT TO LOT 14 SHALL BE PROVIDED TO ALLOW FOR THE
UTILIZATION OF COMMON OPEN SPACE BY ALL HOMEOWNERS WITHIN THE SUBDIVISION.
10x70 SIGHT DISTANCE
TRIANGLE, (TYP.)
MARGARET TAYLOR ROBINSON MARGARET TAYLOR ROBINSON I I�
DB: 752; PG: 414 DB: 950; PG: 534 I II I
EXISTING FIELD LOCATED 20' STORM DRAINAGE I PC: E; SL: 177E 30'x40' SIGN
\ HARNETT COUNTY 25' REAR YARD DB: 950; PG: 528 WETLAND (0.77 AC.) EASEMENT
30' PERENNIAL SETBACK, (TYP.) MAP NUMBER 2000-520lIf
EASEMENT I II
\ STREAM BUFFER 2 SPEED LIMIT I Roadign Ro�Sign
O SIGN, TYP. MAIL KIOSK , I I
- _ N29°14'27"E 1418.30' i I
101.49' 159.68' 73.83' e e r X
528.49' k ' e '` k e E 355.64'
Lao r & k r, k r r k r r e l� OPEN SPACE
L29 r k r r r k (INCLUDING WETLANDS) OPL32 L28 ee e '` ' e ' ' e `` t e e
�3 �/ r r F r F ` r r 56,678.35 SQ. FT. _ i � I�
L3 �� a e e e r e r <4 1.30 ACC 3 E 5.7$'
C36 5 4 L25 L24 ' ' e ' e ' e a �� i N21°07'2 cn R30'
3 L26 e e e t ram, 7g.38 rn
�50 �o m
/ L1 Ro3 N21°07,2=135.62' o can R30'
20' PROPOSED J / - �� L \ ��2 r r L17 L16 L 1g e� a e� �� / G1l ;127.41 cn
TIERRA HOLDINGS, LLC STORM DRAINAGE r �° \ \ / 20 L18 <
DB: 3974; PG: 232 / �� v L21 L20 L19 7g / �1
EASEMENT kL4 O <� ��0 S21°07,23„\N 0 q
MB: 2021; PG: 448 E 2 �� ti 35843.80 SQ. FT. N 19 3 L11 p �' I
3g W �3 C1 105.80' x A o I luo
0.82 AC o 35331.52 SQ. FT. 18 10 SIDE YARD\ \ �� 26' w I 1
o O w SETBACK, (TYP.) ��, 65 �,g� ' mI
r 0° 0.81 AC 2 0' I O
O o � OPEN SPACE
r l �,, 35475.80 SQ. FT. 17 O / 300 rn
CD
HARNETT COUNTY / � 0s OQ., q9 U 0.81 AC 33784.36 SQ. FT. w �� c°
30' PERENNIAL �� �� E 0� s 10x70 SIGHT DISTANCE 0 16 15 / �= 69830.16 AC FT. , II O 1 r
STREAM BUFFER % �/� o �' O 32310.51 SQ. FT. �,I' �6/ 2�� �� Iz W 4
r o^e ^ % R30' TRIANGLE, (TYP.) N 0.78 AC N �2t 21�. 6`'
'IT0.74 AC I'
'S0V �� /� r ��� 1� WINE N o 30240.69 ACQ FT. 5 p5 64i 5159.15' S26°13'55"W �
5 5 II A I M ,pox
/� e % �e e 1 y �o� R30' w / �1 �� `L 11^ ' 1t o ll vel Drive n
r _
/°Db�' 0�00, N � STOP SIGN, Mailbo
i ��r o� ` �`s _ m EASEMENT III � = N
GRIFFON POINTE / �,�� �/� �1 �`� C13 R,3 �'�s48 R=525.00 �r / R30 W
I Mailb {
SUBDIVISION ^ o� S\P so \ 2soo `\ 6' R_26 .00,--GRAND
L=41.54' 15' UTILITY r12g31 R30' \ �� TYP. 1 w I ter Meter O
ate eter
O L- R D EASEMENT, (TYP.) �� �- 1 -t1
PHASE II it 5`� o^. �` 4 !�' °� 50 24o G AN GR�FC � oo. 00 <�, STOP SIGN,
r r �, /� �^ �g Q\3So \ , N35°49'02"E 129.54' �50� P 1 A Y Ft°52 `T.
O ON W I 5 25103.82 SQ. FT. TYP. 60'
I-
S ` �. 5 Op, N35°49'02"E UBLIC RIGHT- - o \ 01. \ a 1 1 25'� c
�- `Z` `L \\ �` 139.50' OF -OF ' �� ��\ c \ 0.58 AC O I h'
e 5^ �� " e tip' TYP. O S"' `p O N35°49'02"E 108.68'=525.00' L=169 �1. 00, '/ 02 s Ou 5,OqI I
h� °� �� 4 �O o° °�h 'STOP' SIGN, '?o. 356' �a o R35' �50.
�g6'
,� \ C12 N R - R=550' �16' rn \,\ N1 / 30' STREETSCAPE
�g1� j�/ Q N35°49'02"E 377. R35 I
`ems Sa 6ro/ ` e �� �� e O �§�/ 20. G^b, 28.03' S35°49'02"W 00' 5�y0� U BUFFER I Ph b ePe
��-- •• Q -----
100.
4s / r V p ^� 13 s35° _ Fz
� 49'02"W c
tis�o .)6 / �G 100.03' S35°49'02"W J'
- k so „ r r h0 �eb 25338.19 SQ. FT. 100.00' S L=106 90 to R35'
�k ' e �F` e r �k ' e Lam'/N' 0.58 AC - S35°49'02"W 49.66' S35°49'02" Ft-57 p0 / / I
kV r / 2�69 , \ vrn C11-101.70' = O
--------- - W R= 5 7 5.0 0' L- O 2 I I O
kr k �� Fr �, Ndo coyr �� �� ^°rb'�y �r Ss000 32965.38 SQ. FT. \� c� G6 25965.39 0.60 A�. FT.
� \
rk k � c, 35 FRONT YARD � F
0.76 AC
r k� r �o \ \ , SETBACK, (TYP.) / C)Na
I I \
e�
� k < 14 \/ N N D RAT H AA R C O U RT m i�-
I I
-� e�e k�oo° 37 S6 27150.11 SQ. FT. �� �� (50' PUBLIC RIGHT-OF-WAY) W CHARLES DENKINS DravelDnve
- r �Q 6' oop, \ 0.62 AC v� 12 o w rn EUNA FAE DENKINS
\ E e Ic
37224.35 SQ. FT. 11 10 9 N 8 M \ FAQ J DB: 427; PG: 353 Fire Hyd.
r ) a M z z O O N 7 N O 9°0., DB: 459; PG: 74 I I
0.85 AC 26619.72 SQ. FT. 25093.04 SQ. FT.
I r 26831.71 SQ. FT. 28072.42 SQ. FT. � F
o �� Cl)M 0.61 AC 0.58 AC 0.62 AC 29866.96 SQ. FT. �, 32127.27 SQ. FT. \ �\ DB: 805; PG: 529 I I I
r r r J 80° �� 0 0.64 AC o 0.69 AC 0.74 AC o IN F�� MB: 11; PG: 30
�r r
k \ 7Q 9, U.Ss4 �t oo
r J 00 s94
e 81N z
�6�
r 0 2 ^ 43555.31 SQ. FT. I I =Water Meter
r k / so ° \ �� z 36694.29 SQ. FT. z 1.00 AC '
Co 0.84 AC
e / / D rD I �Il vel Drive
e /
m m I I 00, _� L49 v L55 Mai x
/ / / / 48 �5� N 154 - k �s6 WOODSLINE I I
I
J L46 L4�L r k L5p k s) L53 '` ek e J I I Vinyl Fence
L45 ' e e e e a e k e e ' e e 11 I
TEMPORARY GRAVEL FIRE k., r-- k r k r r r r r r r r r r r rIII, r r r I
APPARATUS TURNAROUND k k r k r r -ram - r k r k r k r r r L58 \ L II M�ibcx
/ z E r r -- r r r
e� �� r � ✓ _ �� e r - -'` �k e k e �� e t �k t k tk r 469 Lg0 L61 46
e e , 2 242.63'
5' WIDE MULCH TRAIL AROUND w /ol \F 220.45'
r
k k ¢ E i M
POND (TERMINATE PRIOR TO r F r ` r � y 101.55'
k e e e e m / � r e e e k e e 63.43' 871.91' S25°46'52"W
DELINEATED WETLANDS) r r- � r -1,
- k y - r
r�
OPEN SPACE (PHASE 1)
\ (INCLUDING WETLANDS)
EXISTING POND 106,562.44 SQ. FT.
2.45 AC
30' VEGETATED
\ �\ SETBACK
N ov e e 1 2�a5 q8
n o e
� � r
\ \E
e e
\ - e
EXISTING FIELD LOCATED
WETLAND (0.15 AC.)
EXISTING FIELD LOCATED
WETLAND (0.77 AC.)
SIGN LEGEND
R1-1 30"
O
FRED SPI VEY
WANDA SPIVEY
DB: 966; PG: 493
SPEED
LIMIT
25
R2-1 24"x30"
O
SITE LEGEND
SIGNAGE
C
LIGHT POLE/SITE LIGHTING
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE RAMPS
PROPERTY LINE
PROPOSED LOT LINE
-
EASEMENT LINE
- --
CENTERLINE
SCALE 1 "=60'
0 60' 120'
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
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DATE #: 10/14/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
ISSUED FOR CONSTRUCTION
CONSTRUCTION
DRAWINGS
C1.0
Co*A CLDG