SW6230102_Plansheet - C-03 Grading/Drainage Plan_20230504

S15.34'14"E 777.75'
i S21.53'(WE 212.33'
WETkAN DIS / / SS_ � S21.43'01"E 121.67' � Q
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v � N c� INv- 7 36 INV-220.0o n- I z �t
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o Porro 0B-59 s OPEN SPACE o - w L� t�0
MAINTENANCE \ STA-20+27.80 34 S
EASEMENT TOP 236.55 a \ I O U O
INV-23230 �•y \ y
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MAINTENANCE SDMH C CE � yO O QROCKFS RD T TOP-23255 O
INV-227.03 W POND / 08 !\ �SER \NIW2 MAINTENANCE
VICINITY MA U
6k �� J'J W 20+0 S � \ 32 � \ � f / INV­22100 \\ � � C � 0).-
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SITE NOTES sTA-18+59.33 0 �e+
/ HW-47 / �y233.83 / 1� ftC>? t \ 4V \ 31 \ \ \ WET BASIN-t \ ~\\ 2 M I�-
1. TOTAL SITE AREA - 63.94 ACRES 2,785,047 SQ. FT. INV-226.71 INv(4ar}227.88 �� �� z8.6o \ \ \ \ . I `�� z a `� �`> A (�
) / � CB-51A IIV Wfi 227.1 A3 ,�� CB-58 ,5'R PHASE 1 SS � \ \ \ \\ W J M
2. STREET RIGHT OF WAY AREA - 11.32 ACRES CB-53
/ 1S7' /STA-17+8818 �g0' ���N► STA 2D+27.80 O 0. END PAVEMENT 2 \ I \ r- LL d Z
70P-234.81 OP-238.55 STA:22+23 O CB-33 \ \ \ \ \ \ \\ -
3. ZONED: R8 8+2a°i:oz /// / INV-231.13 42 ,° j/ INV-:9i55 STA-23+95.54
4. HIGH DENSITY SUBDIVISION-MINIMUM LOT SIZE 6,800 SQ.FT. IN 76 233.99 / 13 LF Cl- OUT-231.85 S TOP-23s•Bs / d',,5. WETLANDS - 2.17 ACRES / \ IN1�/(84�228 93/ 00. ` -23383 4 36 RCP \ INV-231.37 30 \\ 1 I \\\\ \\\ \\ ' I r,_1
itNV OUT-228 9 INV(58 22& \/�21 \ `N✓
6. OPEN SPACE - 12.61 ACRES A
7. OWNER INFO: H&H INVESTMENTS INC. 1 \ a INv our- 78
2919 BREEZEWOOD AVE / v � RCP ,1 wv(So 22 43 \ �\,A� TOPSDMH-2
FAYETTEVILLE, NC 2A303 \ / / / o ossz ,e � iaT " 44 2 x INv --2n \ \ \\ \\ // Tn ( D8 1381 r; � CpRy
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8. NUMBER OF LOTS PROPOSED - 218 \ \\ \ pep
9. SMALLEST LOT S - LOTS 18 AND 183 - 6801 SF 0.16 AC / \ s A C �• \ 1 \ \ / *' 11'""' "
� ) ) 'EN SPACE © \ ce 4o O 26eo� s \ 2s `'
10. LENGTH OF STREETS CREATED - 10110.26 p � 45 c `7 `�
1 X -11+0215 O a35%
11. SETBACKS: FRONT 20, SIDE 5', REAR 20' POND \ ` / r 91S• -234.75 \ / f I �2
12. SIDEWALKS WILL BE INSTALLED ON BOTH SIDES OF ALL /. "a t'ti a INv{51)-229.80 �y �/ - S '' '
STREETS CREATED. EASEMENT DN^� \ 4s95.54 / o _
MANTENANCE Q INV OUT-228 O CB-32 _ 9
T \ \ STA 3+2 �\ � �� d�` "�• w I �\ _ SEAL _ E
STA-t1+0215 ( / \ \ / �P I ``` 4
CB-76 27.25 LF � �` 0' \ -
-16+80.89 TOP-234.75 a V-231.28
1OP- 2 INv(51A 230.96 �� a 0.20% 77 "o\, 1 ' ��3145�� `
NOTES: 37 LF INV-234. IN 52 230.39 47 , 5B LF 38•RCP J \\ ''�i, 1 N a` 0 .�•
O \\ / 26.eo LF / Q`/ _ POND ( 'g \ \ .' �O /c
38•RCP x I 22l.55 1 RCP 0 1 �� MAINTENANCE
R \ '�i 1111111i1 `��
" \e 0.52% hb 76 75 1.44% .1�0 / "'uC �ii�F
1. ALL CONCRETE CURB AND GUTTER IS 24 WIDE UNLESS > 4 ! \ ,-- ��cB-a I y6. Pc /nnnunutt �j Z
OTHERWISE NOTED. H-64 / 1 01.25% o X\ STA-25+80
I e�@
A-14+93 70
2. ALL CONCRETE APRONS ARE TO BE MINIMUM 6" THICK, TOP- T 785 CE1-45" 74 4 \INV(4)-22406
IN 11 so LF STA-8+54.
UNLESS OTHERWISE NOTED. 85 230.41 ` I�� ts•RCP TOP-237 CB_� `\ INV OUT-22306
INV OUT229.91 124 STA-9+87.44 I+m O 0.35X
3. APPROPRIATE TRAFFIC CONTROL MEASURES SHALL BE IN TOP-237• -- srA- eo �
�.: tNvr53 232,8 i�ir � � �L \ 27 I
PLACE PRIOR TO COMMENCEMENT OF ANY WORK WITHIN 724?s RCPoo INv ou-231.74 r �� j-2 'es \ O \ \ OPEN SPACE I 1_.
THE ROADWAY. SDMH-85 O 0.37x x r f I !6d --w W 73 t� 9+.'_')
STA-14+14.79 % �� 12 \\ \0AO S1 91IN 225-
OUT-224.54 \ \ CB-18
4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INv(Bs- �Y9,�a 10+00 +DO STA_z 04.68
233.39
INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT IN WT23339 2_ s _ M � tY 49 2 74
MAY BE REQUIRED.
133.56 LF / 124.481
1'c z478
5. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN 24'RCP37x 17 i 1
x�e t25 I�� - & 72 / ' / s \ 8
O a tF !6 9y � m SS 00 'tl \ 2 �"" O ox <G \ � I 4
THE CONSTRUCTION MEANS AND METHODS ASSOCIATED 30'R ,�• CB-66 150.19 LF i+„ S. LF /
O 0 STA-6+79.64 2e RCP 15' s� 2j 25.80 LF �\
WITH THE PROJECT AS SET FORTH IN THESE PLANS. �oo INP7�2i n5 01.11% ';� - '*�� �� o o. X�_� ��' 50 " o'RCP
MIV(66)-236.82 STA-8+54.61 \ P \ STA-7+03.58 O
INV 05 230.82 T 54 TOP-237.80 �N7 /s• SS TOP-237.08
12.1 �"� 77 INV-234.77 � V-234.14 'Vt CB- O
7 `• 87.29 LP STA-8+38.30 \ Eq \ i
STORM DRAINAGE NOTES / was. y 30•itCP " TOP-240.10 78 \ °� 7, STA-22?+a•� s\ / 25 \`\
O D.V% INV(60 I O \ > � O , I \
� INV(18)-229.40 \ `
1. ALL STORM DRAIN PIPE SHALL BE CLASS III REINFORCED ! STA-6+�7964 P� N INV OUT 233.83 { Ce-60 79 �� ry ,d �, V(6)-225.93 !y I
CONCRETE PIPE UNLESS NOTED OTHERWISE. INv-223ei°6 N.� I TOP-2s740is 80 ( * "
2. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL S�B>z+74.54 tSRc 3 srA-7+o35625.80 LF
DISTANCES TO CENTER OF STRUCTURE. TOP-238.95 A-e+16.14 a 24•RCP \gyp
INV(88)-234.45 O a3s% TOP-239.72 126 U TOP-z37.08 �y a Ty \
INV OUT-23% INV(87)-231.18 O �I IN fur
10�
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 12o m INV(44-233.98 70 O . o
NCDOT STANDARDS AND SPECIFICATIONS. 195 INV our-231.1a a. 0 1s• ) 34
O 0 2B.80 LF V OUT-233.87 52 O \ 26.80 LF
o� + 0 a
O 101 97 LF le RCP
WETLAND DELINEATION 1s4 - 1 011�z �INOV- 0268 153.49 �� %
\ \a35
WETLANDS DELINEATION PROVIDED BY SOUTHEASTER SOIL & � ��LF � >Eo o ow \
ENVIRONMENTAL ASSOCIATES, INC. 15•RCP 30'RCP 2e RCP ca
IF
0 0
LLJ
O 0.35% O 0.54X O 0.50% \ \ 69 _ CB-19 \ •2 I d N
127 ,19 53 -235. 0 23 \ I 0 W
I 82 \ INV 231.85 W t�
w I 92
N_ a �
CB-
CB-78 0 STA-8CB_ Y TOP-235' \ k A
STA_5+10. \ 91 .56 \ O \ 4TOP �,�
196 -23784Ld
T 7 54 99 TNV-23279 \ " \ INV(7)-226. \ O 'L ( D8 1$@�`p Rp to O W
O CO-67 83 S 4 INV OUT-226.88 c ._ LLJ
STA-5+10.00 0 83 xp 68 \ ( 901 8 F- O
TOP-240.78 + Ian 26.80 LF (DOUBLE
\ O 54 22 I Z O
INV(78)-237.75 12$ 118 r Ic1ry 150 RCP
X (DOU5+03 98 \ O Z CJ
INV OUT-231.77 I iiN O •�STA .7 \ \ S1 z ` V) W 0-
-5: 0
M- \ " $4 \Q I - d d d
1
197 190.03 LF CB- I SS 0 M TA:4+69 60 146"R LF
STA-6+35.92 SS •RCP �,�1
O o.50% TOP-241.38 �- - $ \ \ 67 0 0.47x W, V 1�2
N0129 117 INV(41)•••235.90 y� 1\ O ' 21 I 7 INV(55 234.83wv WT234. N No et to
CB-79 I o - � CB-41 \ \S \ \G SDMH-7 G N
-3+t9.97 n o STA-5+0345 O I-
$4.571 65 LF TOP-239.70 \ O \ z� n 1� STA-30 11 07 I n
TOP-240.15 f RCP INV(42)-238,67
I V OU-238.32 124'R LF O \ ' 1� INV-227.53 I Z .- N M
8 INV OUT-238.32 STA-3+i9.97 O 018X I OX INV OUT-238 49 \ 96 N F� 66 L
99 LF TOP-24a18
15• RCP ' IN 7e9}-23C 130 116. PHASE 1 \ 86 ' 56 hjJ
e o.SoncY i f ktv 69) 2a27i2 - I 102 s°raa�+oiss \. I ' C� ► C� I ` Owner:
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STA-6+87.24
IN 81)_238.54 j
IN V bU7- ! 0 28 24 tF 103 \ 87 LF I \\\
1 95 w 38•RCP o I \
+ 0 0.RX I o 0 0 0.47% ` 0 \\
6+0 - 7 00 11 131 LF 115 16.eo� 111 �\ N'� o \ I o I 65 57 Investments, Inc.
eazeX +T oo,x G \ \ 87 O I 1s I I Sp \\\\
LO I � I I \\ CONTACT.•
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28. LF mm�! \Oi CB-55 CB-61
O
15' CP m+N� ryy0 STA-4+85.08 STA-4+85.08 Cq tri 0D I D Cp C p \\ RALPHHUFF
TOP-24o.81 TOP-240.61 I 8 LLc x
CB-89 CB-8 1sy of 2919BREEZEWOODAVE.
c�P51� STA-2+oa00 WV(81�237.58 INV•-237.87 g 1 P RO
a _ g Itv(56 235.10 I W W , 94 88 I I 64TOp�A gig I I C' 72S Ck> FAYETTEVILLE,NC 28303
CB-81 PT�+ jN70j08 132 INV ouT235 to I U2
STA-8+ 7284' 0R 23 INv OUT- 065 110 26.80 LF 58 IIV(20)-233 65 _ \\
V-236.63 I RCP I 15' X O 820
1NV(9 22IL45 STA 3+09.55 I �'\
166 ,6 o" py 0 0.35% 35 I -INV f 45 I ( ITNOPP-237. t$ I \\1 J
I Pro ect:
PO
_ N N 253.20 LF 18'RCP o O.;= o I \
IN I WW I I 89 0
20'DRAINAGE EASEMENT
TOP�239 8 �27
\
TRANQUIL.o TA-2
90.03 LF � +01.37 �, sTA-2+3
TOP-237.30 c O D X INV-238.15 234. I
3WRCP 133 113 0.35% TOP23918 93 0
INV-234
MEADOWS
t¢
128.80 LF
168 28.80 1�
RCP I a PHASE I
o a35x TOP-233ILW - .98 160.39 LF
7}. 3e RCP I I I
N CB-70 INv 011#-2M35.59 L P INV-235.86 I I t56.4e LF I I 00.26 w
o L.P. STA-1+ 00 I I 15•RCP 90 w tax id #: 494550001013
CrJ CB-62 p TOP- 23 j 01.71% +
STA-1+10.00 + INV[ 00 O 2e 8D LF 106 + CB-23TOP-238,23 IN + o
W INV-235.09 INV IX1T � i12 O a35X _ 62 60 �8 129. LF
71 /5"RCP 107 CB-2s STA-0+41.2 00 township: Mcciau&in
I""" t08 27.4 LF ( I STA-0+44.80 I TOP 235 O
170 12337 134 . 135 0 17. TOP-236.41 92 INV(24 0'6 128. LF 61 STA-33+70.281 15'
24 PHASE 1 I O .35% 29)-233.47 I 91 INV OU 1.88 15• TOP-235.57 Do.-- 16 I county: Hoke
i69 CB-83" O 0.6 END PAVEMENT M INV( - DO.- INV(21)-23253 CB-21 I
STA:2+75 _80 INV OUT-233 20 I I I INV(10)-228 87 STA-33+7 28
Tpp_ �'g P7 0+50 P7 0+ 00 STA 44.80 INV b�UT-22&87 TOP-235.57
i «i OR t!8 PT 2 7 T 2+ S.D7 238.41 .98 PT o+5o PT +so CB-24 INV-23263 p I state: NC
INV- .03 _. _ _ GR _ 23 58 IN -233.47 7I- 18•RCP A-0+4128 !7
3�-54N� �(I3g ON STRE T �n GR o+� u� cIx 2 11 GR 35.11 a mPT �J9
fA-14+S 7 m�� Imm N / N tO Pr 0 N O a57Xm� 23509 p 599.56� 4e
27.26 LF + In i is GR 236Y42 '� I m • L P �� u1 -232,5 B URBON S ET N
p 15'RCP " - 1ai3 + - 50'PUBLIC RAN +nj P. +�i u i '+ GR 9
0 V-237. O 0.35% a 1 !a / �1� - N I N �I � BOURBON
RNV - L `�+ can
a IOf �I !a a 1 ! I LARRY C. CAMPBELL DRAINAGE
a 1.V W W i
n - -W W W W W W W W W W p I DB 208, PG 5t37
3 D oo 2+00 11+00 +00 00 +0 o 58.39 LF 6+00 5 0 0 4+00 0 1 . 2 0ca
d S S 0 1B'RCP o o a 1+00 p
E D PAVEMENT O 0.70X S S S I PLAN
m 278.22 LF 15• 0 0.35% "'1 o
N p
o N
m 57.00 +
'� 1 STA-72 99.8 18'RCP STA�12+4200 � N SDMH-15- - 14 `120.00 LF CB-13119.21 LF CB-11 170.94 LF 5221 LF CB-22
0o O 0. 7pp 9.00 0 2.25z TOP-239.31 a ! t12O9 LF cB- CONSTRUCTION
INV(83 35.93 VC72 235 06 _ srA-9y s7.00 STA-6+ .78 Y4•�p STA-S+Boaa RCP •94 30•RCP STA-3+2a78 30•RCP 30 srA-1+18 48 - 1 DOCUMENTS
UJ t V(73) :� IN -234 PT 7 I c PT 1+75.07 �2+12 06 TOP-2 .77 O 0.41X TOP-238.05 O 0. X TOP-23ffi.44 O 0.49% TOP-236.04 O Q44X 053% TOP-235.98 1
tT OR 9. O GR 239.48 TOP-2U.74 INV(15)-2 83 INV-231.86 INV(23)-231.56 INV-229.90 SDMH-10 INV-233 02
INV(16�234,ag INV(25))-232 9 INV(13)-231.26 STA-1+49.85
Z U INV oUT-234.80 INV OU1-232 INV OUT-230.48 TOP-238.08 31.40 LF I
a % INV 11 NV )-2229.5 15•�
J l oRCx I I job no.: P21-013
3 141 40 139 229.15
138 137 36 135 3 W
a O O 0 5 s O Os 10 ,1 12 13 14 date: 01-03-23
�. �_17 a41 O i5 I I drawn by: TA
m
N - 238.49 o I INV 235.55-I 3 + I survey by: LKA
36.Bo LF CB-16 "
STA-0+89.3o I j checked by: JN
CP_ O 0 TOP-23B 49 - I I
- __-- _ ..._ - - - - - - - � ( sheet no.:
U.
N17°44'16"VP 1659.36'
GRAPHIC SCALE f - N17.41 02 267.32
N13 55'17 1P 155.42' -- -1_
2 b 100 W W W W W W W W W W W W w W W W W W W W W W W WW
C-03
CIA
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