SW3231103_Plansheet - Other_20240717

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\ JERRY A PRESSLEY'&WFE, ROME C PRESSLEY 08 4514 PO 426 KRISTEN CROWS VASS
\ \ DO 3633 PO 864 LAID USE: RESIDENTIAL DB D157 PO 1087 PIpp�/08225003
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\ ` ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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PLAN VIEW SEAL `
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DRAWING NO.:
ZWW
JUFREY M SAUSERDf&WIPATRICIA A SAUSER ` \ SCALE IN FEET
p 18 02 PO 500 ':ems ''FNGINEE�.••5O\`:
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a

710 HIGH PT STA = 0+31.35 710
O =
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665 XING RCP XING 665
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660 IN 660
PROP. 15" J
STORM M� �_ O
XING RCP XING EXIS77NG GRADE 1.� 0
PROP. 15" LEGEND = J
STORM — — EXISTING PROPERTY LINE V
XING RCP XING
655 655 — — EXISTING EASEMENT ..
133.p / EXISTING RIGHT—OF—WAY J O M
LF 36" li
R W
STORM � ' '——'__—� W
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V i
XING RCP ® 1.09°' —. . .
143.6 LF 36" — PROPOSED ROADWAY CENTERLINE ♦ ♦ Z
XING RCP ® 0 8M V
° PROPOSED CURB & GUTTER �_ 4
650 Li
650 HORIZONTAL PROPOSED CONCRETE Lu
o SCALE IN FEET ` .a`.:
—— — PROPOSED RIGHT—OF—WAY W J
PROP. BAkh KIN o 40 80 2 (3
PROPOSED BUILDING Z Ca
SAE H:1 "= 0'; :1 '=4' VERTICAL PROPOSED RETAINING WALL G
(50 P B IC R W) 49.1 LF 36" STORM SCALE IN FEET
c XING RCP 0 0.8% PROPOSED STORM PIPE
645 645 0 4 8 ® PROPOSED YARD/GRATED INLET
c0 c0 m rl) iA� (0 U) c0 c0 O IL Lo 0) h 0
�M MN c0 1pn ON mm �� fD u� 00 N)u� m0 oO�A
to°0 M M co h u7 L(7 O w lh M tD o PROPOSED CURB INLET
mm mm co co �� r,� �� (ow co
PROPOSED LIMITS OF DETENTION POND
N wa wa wd wa wa wa wd wa wd wd wd wd wd wd
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ILL a cn J
H V N
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SEE SHEET C60,3
3 FOR CONTINUA TION s��- LLI
a
W PROP. ENTRANCE PROP. 2.0'
o SIGNAGE SIDEWALK EASEMENT /7
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F� 0B SIDEWALK EASEMENT CURB (TYP) }
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THE OF EXAMINERS FOR
M ..i oo J— - I i ."' — 'r ENGINEERS AND SURVEYORS LICENSE NO.C-3035
0
CI 308 � '- O
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z SIGHT TRIANGLE SIGHT TRIANGLE _ LOT 30 ; ; - SEAL - o o a
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FOR CONTINUA TION ��''�,,,,�; ,��,���� C601
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Z Q
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PROP. 5.0' FOR CO1vT1n //
SIDEWALK (TYP.) A TjO�
LOT 49 i LOT 50 Q V Q
' LOT 51 1.i�11
t.`•..:: . r.
.� CI-316 CI-315
BANKS RD STA. 3+25.00 Q a
ODELL FARM LN STA. 9+42.50 J 0
CC
15 RCP ' W
7+00 + Q Q U
a cc C 8+00
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N •' :6. R..s CI-318 W
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C - - 7D Do 15 RCP
FOR CONTINUA TION PROP. RETAINING ~'
O
WALL BY OTHERS , ��� +` ��`'' LOT 33 I� LOT 32 LOT 31 LOT 30
LOT 1 PROP. 2.5' �JVJ
O �`` �`` CURB (TYP.)
I 110 _j
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SIDEWALK (TYP.) I
EASEMENT
3 LOT 2 cn ) , ) I � ;,:.�. '•-. . M •,..: , • , LLI
.: DCI-212
V. •L.
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4 00 a �
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DCI 209 � �
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1+0 --...--... N �i
` �0 PROPOSED ROADWAY CENTERLINE BEFORE YOU DIG! L:
cn
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LOT 3 l ..:
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PROPOSED CURB & GUTTER �S THE WEKrER = Q
{ CI-21 O •: —PROP. STORM 0
�:��.. .';, NORTH CAROLINA BOARD OF EXAMINERS FOR
c _ PROPOSED CONCRETE
FAR LANE - ) r-- EASEMENT '.'. ENGINEERS AND SURVEYORS LICENSE NO.C-3035
OD LL PUBLIC / ::t \ -- - PROPOSED RIGHT-OF-WAY 0
LOT 35 ..`.
3 POTTS RD STA. 3+45.08 PROPOSED BUILDING �/v
OODELL FARM LN STA. 0+00.00 ) ) ) V (LOT 36 ' ' LOT 34 �J Ess� i' Q I- w
, PROPOSED RETAINING WALL y U U >
LOT 37 , I I I :'e !••�: co w O
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= SEAL - o o a ¢
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043168
PROP. 2.5 PROP. 2.0' l,O ® PROPOSED YARD/GRATED INLET = DRAWING NO.:
CURB (TYP.) SIDEWALK EASEMENT `` -
SEE SHEET C605 c,�
PLAN VIEW �� ` • _
o ® PROPOSED CURB INLET %"9s'••,F,y Eck.•' 0 :`
FOR CONTINUA TIOIV SCALE IN FEET QN •�I ��S,,. C602
/III I I tt,'``\ 07/17/24
o PROPOSED LIMITS OF DETENTION POND
NE,�
a 0 40 80

680 N 680
IN
N N HIGHP TA = 15 6 .86
co
r, I w _
LOW T -LEV 662. 5
co wOVI
_ + 3 04
M N? VI EL — 70.63 VI !AL= 1 +8 .4 H
04
P I STA = 11 5 .30 ? 1 aoon , '
675 `� a � U co
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M 00 � ? O 100.0 C
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20 .0 C LO
ctooZS Ncfl N7 rnN <nLO
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O J> J Z N m J Z
O 2 \2' >q, o w d N o ao 3 Z I r7 v a o z a z z m o
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PROP. 15" 07 n > � ¢ N N N N N
STORM o
s o 0 o 0 o o
XING RCP XING
660 PROP. 15" 660 ° N
STORM PROP. 15" z
XING RCP XING STORM
215.E LF 15„ S,5%
XING RCP XING
XING RCP
PROP. 15" N
188.4 LF 36" STORM STORM
00
655 XING RCP 0 0.5% XING RCP XING
655 � N
113.3 LF 30" STORM Z
59.0 LF 30" STORM XING RCP 0 0.5% � cq
XING RCP 0.5%
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00
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L
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 �0 0 d
h+•l O
HORIZONTAL 0� Q
SCALE IN FEET
•ry r
O
0 40 80
VERTICAL
SCALE IN FEET
I
i l i 0 4 8
PROP. 5.0'
SIDEWALK (TYP.)
NORTH I 1 1 ODELL FARM LN STA.=19+20.72
LOT 62 i LOT 63 LOT 64 LOT 65 DETWEILER RD STA.=11+71.29 -�
I � � Q LOT 66 ' LOT 67 p
/ LOT 68
s ,ODELL FARM LANE ♦♦^^
PUBLIC R W z U J
4.
T5. .::-- a
u 17+00 v
O 18+oo w 9+00 CI-406
. '
It
CI 408
W J p
PROP. 2.5' -- ------- CI-404 3� /?cp ♦R
V � 2
CURB-(TYP.) CI-403 154If RCP Q U Z
Q
a 4-
30 2 r W
RCP 2
— Z o W J
+ a DCI-409
CI 0
LOT 23
J ~• 5
PROP. 2.0' M G
NORTH ���
r �
O SIDEWALK EASEMENT
PROP. RETAINING
WALL BY OTHERS
LOT 53 LOT 54 I LOT 56 LOT 57 LOT 58
LOT 55 LOT 59 CO/A
PROP. 2.0'
o SIDEWALK EASEMENT PROP. 5.0'
N I PROP. STORM , , vigTj LL a co
EASEMENT SIDEWALK (TYP.) a U N
QJ
LOT 60
c1 : - ,
:. . .. DCI 319 .. CI-321 = ;
,. .
W
Ll
0 .. :. , ..,- 15 RCP LEGEND —
Ll
a
o B 1 1+00 N 12+00 13+00 1 +00 15+00 — — EXISTING PROPERTY LINE } o
m
w
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a J w
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0
_
R W
Z
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o
o _
r: ODELL FARM LN .` :.
. .. . CI 322. .• ..
Z
Z O
_ PROPOSED ROADWAY CENTERLINE _
i, DCI 320 (50' PUBLIC R/w) �'� — BEFORE YOU DIG1 r:
CALL 1—SW-632-4949 r cn
X PROPOSED CURB & GUTTER a J Q
N.C. ONE-CALL CENTER
PROPOSED CONCRETE R'S THE LAW!
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035 Q
PROPOSED RIGHT-OF-WAY p
PROPOSED BUILDING
' LOT 29 i ' LOT 28 i ' I PROP. 2.5' LOT 26 0 m
a , , , LOT 27 , , LOT 25 I O J Z o
a CURB (TYP.) i I I C, PROPOSED RETAINING WALL PLAN VIEW Essj w
I I
SCALE IN FEET :'e� N9�'.�; 0 w '0
LOT 24
PROPOSED STORM PIPE o a
' I ® PROPOSED YARD/GRATED INLET 0 40 $o = SEAL o p a ¢
N
I 043168 `
® PROPOSED CURB INLET ice, :_` DRAWING NO.:
a PROPOSED LIMITS OF DETENTION POND N ' !``!' C603
III 0%0\FZ .
a
07/17/24

680 680
CD � 't HIGHT TA = 5 72.36
+ � � co co HIGH PT ST = 9 4 .72 N H
O
Q M 3 VI EL = 64.01 PVI STA9+3 .0
o
ZLo 675 = PVI E EV = 66 .7 675
01 o Q J j m -
mo CDv� z0 tocq � N � N 100. 0' VC � �
w o ° °p o PVI S 4+5 .2 0 0
o it � tD try _ a; M a; LOW T ST = 7 41 25 m m 0 J J
oN �� - - cc II 'r' _ + o LOW T EL V 61 47 0D � w
cc
oa_ u z co
= + m� obi + 'nm � z U
li c° co z Not ? 1 0. 0' VC PVI E EV = 66 .9 CO `� o
670 � � "�Z0 �Mv� � N � �� w Z:� K = 2500 v v ^ M Z� o � 670 Z a a
MO M 't0)
> > PROPOSED GRADE O II z p r� N ,' ,'� raj CD I � ;° m w ^ 1 Ln 00 p O W m a m
i O II tD cD z V.i� H co U N`' O co (n 0 a a ¢ n
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2. 0 U p a o r U om CD
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p � d 0: Z Z O II > > w o o o
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N N N N N N N N
IL
Q N N N N O N
0 N V h
O O 0 0 0 O O
660 660 zz
EXIS77NG GRADE M
PROP. 36" ICI 04
STORM 655 N
655 XING RCP XING
F PROP. 15" STORM 15" PROP. 24" PROP. 15" Z -
STORM XING RCP XING STORM STORM � ti
XING RCP XING XING RCP XING
PROP. 36" 51,8 LF 30" STORM XING RCP XING r--1 0 c„)
XING RCP 1 0% C
STORM
XING RCP XING N
650 47.9 LF 15" STORM 187.0 LF 36" STORM 650 1 1 O 6
O
XING RCP @ 2.0% XING RCP 0 \ O E
RIT0.8% O
1 co
u- S
1 '
1 0
rI > O
645 645 1 r��' L M
Li
O N
O
S AL :1 '= 0'; V:1 " 4' c a
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0
640 640 HORIZONTAL �--i Q
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�N tnto N� Mto Ito �� Nt0 t?q .� �� �� �� �O "� �O m� SCALE IN FEET
•co r
Nh c0 t0 Nt0 co to 4O7 N� O� con co I"N co M) co M) 0)W) 0)N N U)IM mn ON > 0
n t0 O t0 O t0 IO t0 tt)t0 IO t0 tt)t0 �t0 �t0 _- .[O .[O .[O �tD to to t0 IO w U)t0 U)tD U)tD t0 t0 O t0 O t0 n(0
t0 t0 t0 t0 t0 t0 t0 t0 c0 t0 t0 t0 t0 t0 to t0 c0 t0 t0(0 t0 t0 t0 t0 t0 t0 ID tD to to w o t0 to tD to tD tD tD t0 tD 0 too too too •!�
uu uu uu uu uu uu uu 11 11 uu 11 11 11 11 11 11 11 11 uu 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 rl M
UU UU 0c) 0c) 0U 0c) cc cc cc 0(0 0U' 0U' 0U' 0(0 (0(0 0U' (0(0 0(0 0(0 0(0 00 00 00 00 0 40 8o
wa wa wa wa wa wa wa wa wa wd wD_ wD_ wD_ wd wd wd wd Li 0- Li 0- wd wo_ wd wd wd
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 VERTICAL
SCALE IN FEET
0 4 8
PROP. STORM SEE SHEET C60,3
EASEMENT PROP. 2.0'
SIDEWALK EASEMENT FOR CONTINUA TION Z
6 � I PROP. 2.5'
` a
C LOT 17 i I i i i i CURB (TYP.) O
ET O N LOT 18 CI-404` —
E I I LOT 19 LOT 20 ♦^
NORTH S N U A� i I _ ' ' LOT 21 i LOT 22 LOT 23 G — U
SEE
oNT1 _ :�.. _ _ �z� oc — cc
DCI-302 I DETWEILER ROAD
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R ry �� _(50' PUBLIC
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rn ..
co 6
7+oo w t -.. .:�' :..: Q a H
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NORTH S koo _ wi _ _ NCI s o0 — _ —1° 00 11+00 1 y`::_ w J 0
36"
POTTS RD STA. 6+26.37 0" / is C) CI-307 ..:.: . Q U Z
DETWEILER ROAD — ::..:.• : ...... ..:.. . _. , 30" RC
a DETWEILER RD STA. 0+00.00 . •:.y:::...:...:..: :.. —
F� ��� �� (50' PUBLIC R/W) P ~ � � Z
CI-402 Lu J >
BANKS RD STA. 6+77.00 �p
� DETWEILER RD STA. 5+52.12 I n / CI-4o6
CI-104�AI � PROP. 5.0' a
//0 i\ SIDEWALK (TYP.) I� DETWEILER RD STA. 11+71.00 Q
• SSA RC CI- 05 \ ODELL FARM LN STA. 19+21.50 ti. UI 5
!� ♦^ G
. I ET C60J
WET POND 2 SEE
SHE
a 35'X35' SIGHT
TRIANGLE TYP. i ' ' PROP. STORM CONTINUA TION
LOT 11 I I I FOR
EASEMENT
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LOT 14 N cm
co
M
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(50' PUBLIC R/W)
a •.'�
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� `s�{ I \ �� . •CI-204 LEGEND �
g ;: _ _ 2+00 o 3+00 O m
0 N �� - - EXISTING PROPERTY LINE
ti T a z
Lo
- :... W
36" RCP o _ - - EXISTING EASEMENT 0 W
. : DETWEILER ROAD :. ': t: : '•° ::': .:..: :.- : R/W EXISTING RIGHT-OF-WAY Z o v
!/ 35 X35 SIGHT_ G DCI 203 -e Z
TRIANGLE TYP. �(50' PUBLIC R/W) . :. =°: -i N
:.:
EXISTING WETLAND Q 0
T 1 _ —1..J Z N 0
a Dy Q } �G �. ::.3.: - BEFORE YOU DIG! J T N
/ PROPOSED ROADWAY CENTERLINE J
PROPOSED CURB GUTTER
CALL � E-CALL -NTER a J
- • 4949
N.C. ONE—CALL CENTER N
•: ,. IT'S THE LAW! a
PROP. 2.5' �V / ::, NORTH CAROLINA BOARD OF EXAMINERS FOR
M H III/// '• ENGINEERS AND SURVEYORS LICENSE NO.C-3035
CURB (TYP.) PROPOSED CONCRETE Q
o DCI-202 5 -- - PROPOSED RIGHT-OF-WAY 0
�5 1
3 PROPOSED BUILDING ```��% 1Cq1"'�', o m
11 WET POND 1 I I A� `.` (N R , J z o
.( V/ PROPOSED RETAINING WALL SSA 'N•• H W
O E 9l'•,�: co W O
S N VV r,O N PROPOSED STORM PIPE - Q Q o Q
E� ® PROPOSED YARD/GRATED INLET = SEAL `
5 roF 043168
PLAN VIEW ��'•, _` DRAWING NO.:
a ® PROPOSED CURB INLET SCALE IN FEET 0 FNciNEE` �5�,`�`
PROPOSED LIMITS OF DETENTION POND '',,,�//�� �G'ZL:' C604
0 40 80 'I' 07/17/24
a

o O
c�
0
+
0
.Q >
685 +
w
685 H
60cs
oz O
0 m o o EXISTING GRADE
r- O � O
II + O o 0
II > O LLJ Q r� o 00
< w zz 0
rn
[nw zo �do
> II CN
z > Lc) r_�
680 II J JIN, 00 .. �D 680
w + O
Q O 00 > U z
> > 00 LO + z W O
Ln rn co u� OC
49 PROPOSED GRADE J co a
oz ccoo11 O MM zJz Z Q Q
J J
O w O LO L'i co "00
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pf!1 M cD rr O LLI � CD N O U)
= cp II 1 3 z o cp Z 7
675 v 3 rn z n 675 W 0 J w o >
`' ^ Z M rri z N m m m m >
fn O - l(� Q o o Z o o o
Z_ V1 r� M y ^ cG II c� Z N Q Q
II s IMF M
co _ O O IA co/\ J Z N w V < O
a — ^ M v v cD II w >J O Z >� Z z
��' !)O` � U(p ? O �W O R > Z Q > Q Q a- z
n d II %z �� c0� °° o G
co z O O t I M O O LL O LL LL 0 O
PROP. 15" a II w 1 O ? c�Ki o W ° ° a W
STORM wa44 aW - - 1 M -`' - - - ° �' ° �' �' 0 °
aW _ _ C)00`.� II W o g g g
XING RCP XING _ O O
0 ccoo ? O wm � � ^ z > z > > z z
670 4 d II 0-m - - o cv 670
O N Co N N N N N N N N
a co II Q N N N N O N
II I,,J \ O O O O O O O
+ 11p ap W?
II O ? N 0 N m N
Q I N ---
U) w U4"5
- - a
co ? O
665 a 665 U
M
04
ti
24.9 LF 15" STORM PROP. 15" I"I co
XING RCP 0 1.9% STORM ^ N
XING RCP XING U
0 z _
660 660 ,�-i 0 �j
i O
c ti
1 U cm
1 Q 00
O
O 0
ry qT � U
Cc
655 IN 83.0 LF 15" sroRM 655 11 +' m L. a
•a
N CM
RCP ® 1.39,' N M
1 1 ?•i 'i 0
CM
O N
O
.> 00
Q
650 650 W O a
U
PROP. 24" O
STORM 0�
XING RCP XING
•r••1 r
O
'r-1 M
645 645
HORIZONTAL
PROP. T R D PROFILE
SCALE IN FEET
SCALE H 1 " 40'; V:1 "=4' 0 40 80
V1)
VERTICAL
640 640 SCALE IN FEET
N0 r, tDt0(0 h00 to co
OIL OIL c0 � tA 00 tt�0 ISO t00 MO OO 00 OD O) h0
Lo Co Lor, 00w (SLd (V� fir0 MoN O� h0 00) r)h Nto 0)t0 (01- II II 0 4 8
nn nn nn 00h 0Oh 0Dh 0Dh to nn ht0 ht0 n0 co co t0(0
(0(0 (0(0 (0(0 co co (0(0 O(0 (O(0 tD tD t0 tD t0 t0 t0 t0 O(0 co t0 O(0 w d O
II II II II II II II II II II II II II II II II II II II II II II II II II II II II
U' U' U' c U' C'1 C�U' U' U' U' U' U' U' 0 0 U' 0 U' CJ U' CJ U' 0 0 C U' 0
wa wa wa wa wa wa wa wd wo_ wa wa wa wd wa
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 Z cn J
> > O
LEGEND
CC m
ET C 6 0,3 — — EXISTING PROPERTY LINE G J U
SEE SHE TION — — EXISTING EASEMENT ..
CONTINUA R W EXISTING RIGHT-OF-WAY Q a
FOR -! - � ooc
.. . . . . . . . . . EXISTING WETLAND I'I"I T 0
— PROPOSED ROADWAY CENTERLINE
C 0 1 w PROPOSED CURB & GUTTER 4
EET (J LOT 11 m t 1
o E S�I A / PROPOSED CONCRETE W
SE 10 V � a.:..� W_ >
NTIN UA T 35'x35' SIGHT l , o —— — PROPOSED RIGHT-OF-WAY J
FCO TRIANGLE, TYP. PROPOSED BUILDING Q
ORo-� ,o o.rh­ ;
PROPOSED RETAINING WALL
LOT 39 �` ' 5^ PROPOSED STORM PIPE
,�... CI-106 o,o•
NORTH ��P,) 0 PROPOSED YARD/GRATED INLET
35'x35' SIGHT m _________________! ; CI-103 -
TRIANGLE, TYP ® PROPOSED CURB INLET
.
PROP. RETAINING PROPOSED 2.5' LOT 40 I - i 22.0' Q PROPOSED LIMITS OF DETENTION POND
WALL BY OTHERS CURB (TYP.) PODS ROAD CI-105 ! gyp•) LL a co
1 _ -- (5 PL)OUC R�w� C> _ I V LL N
:. .
x _ _-- O �y 4+00 _ / H '
cn N
M
-:. -
s CI 104 � �s,
1000,
W :R 2+p0 0 — " RCP J_
CI-101 \ LL
PROPOSED 5' -` _ CI-102 i °}° �w
• K -
N -c �04: '. ::=:; : .:: ..::..: OAD r SIDEWALK \DETWEI ER RTD STA.�0+00.00 P _ �00 �. 0 _
0 — POPU6 Raw) ■ / (50 P e ROAD . '`. ' LOT 10 Z o 0
U t. •:F
o Z "• (50' POTTS RD STA.=3+45.08 LOT 4 I r LOT 5 UC R/Iy) : Q o
ODELL FARM LN STA.=0+00.00 ! I '•.: :F. Z N O
v LOT 3 LOT 6
CALL 1-8
BEFORE YOU DIG! J =
LOT 2 , , -... •-.: J r�
•� 00-632-4949 cn r
N.C. ONE—CALL CENTER a N
rrS THE LAW!
35'x35' & 1o'x7o'
N •.
SIGHT TRIANGLE LOT 1 •~ �\
` :, ,'� NORTH CAROLINA BOARD OF EXAMINERS FOR
� '�:,:���:�`�• � RC � ENGINEERS AND SURVEYORS LICENSE NO.C-3035 Q
o R30.0' l p
PROP. 2.0' PROPOSED 2.5'
1 I SIDEWALK EASEMENT CURB (TYP.) N O m
a I LOT 7 ' `\.� ,( �., J z o
I N E9
PLAN VIEW : w W O
' LOT 8 LOT 9 SCALE IN FEET _ SEAL = o o a 0-
' ' 043168
�r 0 40 80 DRAWING NO..
a ', � 's•'•FNGINEE ••� `
C605
I" 07/17/24
a