SW6231107_Plansheet - Grading/Drainage Plan_20240813

z ` drawn by DD
+ \ \ V checked
PLANK ROAD !I \ \ \\
� , � - � \\ �.� ;-�'•. reviewed
PROJECT ,f € B. Row„sue,' \ \ � \ date April 2023
SITE ' ' FOR ADDITIONAL
+ EMBANKMENT ` \ \ `
DOC ego 9 \Gy W A Y 01 € f+ U ATERIAL \ \
I ORANAG£ EASEMENTS ARE OUTSIDE OF job no. 20-1035-02
RIGHTS-OF-WAY ARE MIN, 20' N10E (l0' EACH
= /\ \ \ OPEN 510E OF PIPE) EXCEPT WHERE SHOWN OTHERWISE.
1 \\L ROAD !}I f / \ r~- \
-a
tiSLSON c ! \\ \ + Ot 4. // \� \ 1, SPACE \STLORM +' 32�._L_-_PROPERTY-1 L
JO �j V � STORM SEWER
BLDG PAD / ` / r\ i47-2 3 UNE
258.50' O / 'SERVICE LINE STN.
S 40 U1 ;a3ecE PROPOSED t
V p pn p O I 1 1 i / / �� tPo o. \ \ / ELEV TOP BACK CURB ROW AT \ \
S� o ' f / \ / / ZF0' �\ 1 �\ / / \ / c LLEV SAN SERV INV a BACK OF CONTWRS \
SIDEWALK {3' INTERVAL) --_ as-
O i I t� --J /� \�` ` ice¢ ---------- - -- ------
! t 6 !' / ¢w� ,5' UTILITY EASEMENT O
SANITARY SEWER
ROCK FLSH ROA v R 1406 PAD r } SANITARY 3 w 5 SIDEWALK
\ \ / /- _!f SEWER ¢via RLk
/ \/ \� �\ / 257.50' / MANHOLE N
1 / 256.50' > \ L t 2„ \\ i [/ 6' LANDSCAPED AREA AD
j \ 1/v / \ BLDG PAD \\' `� t. �� �! RAMHANP TO�\
258 25 �\ ! / s FLOURB OF EXiSTNG SIDEWALK
CURB AND 3+00 CONTOURS
r �/� /` �♦ r �` .: \ 0,8 / / / WATER GUTTER 1' INTERVAL
CIS
TEMPORARY !1s LATERAL ( ) I'-
�, i / ♦♦ ;` \ / \ �\ :00 C ' / ACCESS, ROADWAY, -
1 6' GATE -- WATER SYSTEM ROADWAY }'
AND MAINTENANCE VALVE AND
\ BORROW AREA \ \ / A CL AND
� �0.8D%�I / �. y 8 EASEMENT HYDRANTMAINLINE
VICINITY MAP ! ` - 1 1, - FOR ADDITONAL ` ' / E STATIONING
NTS ! 'i EMBANKMENT !/ / / ` ^�
f ,� f ' 1 0. 07- MATERIAL \\\ r r/ O 1 7 ` �j� � / \ - VALVES � >-
O�
I I - / b BLDG PAD / / �r� • m .--.;~ -_ -1 15: DUCTILE IRON
25710, / x / WATER MAIN.
k / N 011 NER T LOTS
AN PHASE E ALL
OTHER L075 AND UTILITIES TO! � .7 �� (WHERE WATER MAIN 15 2' g A
+ O 26 1 .\ / �Y ��' \`°., l� / //� :: ~a --- �o -�. _ SDR21. ENCASE THE 2' BE DEVELOPED WITH PHASE 2. W A
INSIDE 4- DUCTILE.) J
f I / �` % / h`' 7 \TEMPORARY P E N 3 I�Q�I Est U
f 258.25 1�t \\ ! II '• I / �� �_ - ♦ / n /i \' EL r, O
0� U r ACCESS AND\ 06� SPACE r/] J v'
--� ��� / x.c / /ROADWAY �\ ��
I a<1 ` 0.8pX� / I / EASEMENT o
yQ , \� f o I r �/ / / . `�\\ All proposed drainage easements are to be TBM rebor for project is set at Setbacks St sign placements are J•�n O
1 / 3 Stop 9 P O V iJ I
public. All drainage pipes, structures, and shown schematically.
LOT 2� Fire Hydrant Bolt located near the 'F' in Fireman near the Front: 30' r/a O
NDy-1 \ \ �O"+" "\ BLDG PAD easements outside of rights-of-way will entrance of Friendship Grove Baptist Church on HWY Placements in field are ds
1 401 a tteWe Rd_ Back: ' follow all NCDOT standards
j \ \ , •e--I A-
�� j 25s.sD' z I / r 2s71o' not be the responsibility of the NCDOT and N:4s1e9s.asfs2 Side: s' specifications. �
I BLDG PAD o 1 I ` , L� a /, \ are to be maintained by others. E:19ss7s3.7635 F"
25fi.30' -` N
{`r ! 1 I O ! 2 \, ELc263.39 Follow all re uirements of Hoke Count, O
,HOOD 255.55 ~I! r I . L t 1! Z 3 1� �� L BORROW AREA 4 y ,r
\ \ \ \ 3 GRATE 254.6$_ NCDOT, and NCDEQ.
� \ \ r ! I � _ �s.0 /• FOR ADDITIONAL \ Fire Hydrant BOIL located near the "4 1 2 dose t0 the � w
56 --10' X 70' J I BLDG PAD o ! O yd "
✓- \ BLDG PAD \ 1 2 P 18" INV !N 251.16. ! L t � `_ � � .� / EMBANKMENT Refer to Overall Project Notes on sheet 2 of
/ Q ( intersection of Johnson Mill Rd. and HWY 401 a ttenle 1e
Rr' NCDOT SIGHT 256.OD II. - f f - =� \ �� MATERIAL � �
STN 0+48.35 \8 5g 4' INV OUT 250.6fi EASEMENT 1.11 ! � 1, BLDG PAD f ! � U ! _ � f ) Rd. this drawing set for additional information,
requirements. & s
I \ HDbp 255.35ti - / 256.00' ! r N:460110.8798 pecif€cotions.
2 GRATE 254.68 `` --- 1, 1 h f h ? E 1952812,1044 N
C� ! ;\ ! \ Z ,9r�14+53.15 - - �• '^•L -- hI i' _-. , 1 All proposed easements, Ind. but not I•united
c 1 BORROW AREA \ \ \ 18" !NV OUT 251.24 ` �Ae Y, \ ti 1 \ EL,259.22
a ! FOR ADDITIONAL \ . \ - \ `"DOUBLE INLET 4g Y... )D 255.4� �� _ TN 13+ I- I c: _! .Q 1 I to drainage and utility easements, are to be o
is 10' X 70'
r EMBANKMENT �\ \ ', \ ` i 1 ?g+ 92. RATEV3 S ) 72 �-NCDOT SlGH7 J I Q O ' 7 1 r / I \ permanent unless specifically noted otherwise Gj
r MATERIAL ♦\ \\ \ �� l I CCQ R� 24 INV IN 25R.56RATE2 S4.5 1 I p Refer to final plat O
EASEMENT STN 0€50.00 NAVD-88 Horizontal coordinates per NC Grid System.
♦ \ \ \ �� / ! / BOSS 24" INV PUT 250.54 2 HOOD 254.62 1 I I
-�-; L -- 5" INV OUT 250.95 STN 1 +26.98 _
\ .OS v 10' X 70 OHO A' p _ 51.81 24" RCP ._GRATE 253.95 tr1 1 �_ _ \ o ¢o�`o
r l� 1 HOOD 254.30 Lot 4-
! �� \��s\� NCDOT SIGHT y �� CLA O 2 68 T1 24 4 '"GRATE 253.64\ 18" INV OUT 250.22 TN, Qt50.00 BLDG PAD ! 1 I `� \ `°`m0.�
60 30 0 60 120 I �\ \ i/ S A Rip NU DOUBLE INLET HOOD 254.62 I ROW ROW m a`oNas
EASEMENT to 15- INV OUT 250.53
`>. \♦ \/ rl y vi�4y h / o GRATE 253.95 256.80' o ®�E
TN 14+44.85 STN i 3+85.8 N / 18�_INV 3N 250.134. a
OOD 255.06 9 zQ' �''` T 2S. 1 / BLDG PAD 2a
r / 5 of O ` / 62, 18" INV OUT 11.1 ca !`I Lot 13 :; I ;� CI_ o ° c a E
SCALE 1" _ 60' % // - GRATE 254. _ C 3? R A.. w Cl8•RCP DOUBLE INLET '�` !0 257.00' o I - �� s` `� \ 5' UTILITY I S' UTILITY E- Ea
! I I / GRATE 254.67 STN 13+17-18 4 4 I
24" INV IN 250.48 O.a h S J \ I- / °-
24. INV IN 250.35 lIOOD 254.7 !� a o G+ - A5 ! I J\' I < �w
! LOt g \ v �5" �i' 24" INV DUT 250.46 24" INV OUT 250.33 GRATE.254.05 ��° ry Q '4MeR - 3g� HSTN OD 255 .98 I / ��� \ EASEMENT EACH 50' EASEMENT EACH aw
�. 24" INV IN 250.D7� - `� A�' / s \ 1 1
Lot I 1 �. ^ SIDE OF ROW SIDE OF ROW
�_.$ DQGRATE 254.40 I' I j 0' �A, ` -- BLDG PAS] : I � '� d
15'.INV IN 250.82 p rr1V S d� � N
`�STN 12+2,6.9 Ile � ,v 18" INV,I_N 249.93'- I / �._ _ /��1 ! -'24" INV OUT 250.05 257.00' o I Ot \ � � N
I` `HOOD 254, C R ,s�q 18 INV OUT 249_.91 0
GRATE 25 .64., �Y d`,� C,-� _ f o I r / SEE OVERLOT 5' 6' 2' 12' 12' 2' 6' S' {7S \ a
24' INV IN 249.66�� r1 a / BLDG PAD `.
_ _ + 0 - :I � / GRADING FOR
BLDG PAD j I BLDG PAD 1 15" ]NV IN 250.43 h Q h > 256.60 / / \ \. SLOPES OUTSIDE 24"
I / 30' INV OUT 249.18 / OF ROW. 24"
256.60' I! 256.50' 1 Lot 8 f N �! \ ROLL-BACK ROLL-BACK n
- ^� / \�\ \ CURB & CURB & o a
BLDG PAD �z5s ! \ GUTTER! r f STN 16+74.51 0 / I _ \ I - / o•
I ! 25fi.10' a, STN8+65.44 \ \ / GUTTER
I ! -HOOD_254.77 ,h / 1 _ 1 I 3% 39 2% o
GRATE 25410, / 1 o Lot 6g ry �1OOD 255.2$ \ / 2%
/_ _ I I l BLDG PAD �� S 1 +64.98�+�� grSp GRATE 254-61 �% /� .':- BLDG PAD / /\ -� F� -�� I F- ' L a� m m
f r ! O{ `2g. 1$ ENV OUT 250.4 -Srn, 16+74.51 _ � a `o�
_ / / SIDEWALK SIDEWALK o t HOOD 255.07 zs a 15' INV OUT 249.$0 256.25' /
�h o f` / SLOPE SLOPE =as °c #
BLDG PAD I GRATE_254.40 r° 9� ' p°1° cv rj m cv `o
1
\ 1:1 1:1 v ci a a
j f ! DOUBLE INLET _00� 254.77 � � � 256.10' I I � _ \ s"�U ��
INV 1N 24&.82 `\ +na co SEE RAWING SHEET 18 FOR ° W.42
1$ INV IN 25t1.28 ' f) - I L t ' _ N \� i' �1'� a o+. n
r 8• 2 SOg "I' 18 INV IN 249;82 ` ? o TN 7+80.04 / / \ DETAIL CONCERNING BASE L- a c av1 v u"
7 i 1 I 1 1$" INV OUT 25Q-26 y. c
RCp I r o BLDG PAD p 3fi INV OUT 2aa.32 ` - 6+50 OOD 254.85 h / ♦` a o o C m c o
y I / / \ EXTEND BASE GovRSE AND ASPHALT. EXTEND BASE/: 0 256.4D ' �Y Q R ATE 254A 8 // ♦
O [ 1 2 5 10' X 70 `'�� +l 1.'' O y COURSE MIN 12' a
! $ _ 1.., TN 8F6 .4 cg°o arc o
_ � � � � +t tp [r / / COURSE MIN 12` o m o� m m n E
NCDOT M1 1 .. � I ,. I Ot�1'. 1 ��` � h. �y 15' INV OUT 249.54 v ,-. �\. \
- PAST BACK OF CURB
I o y 7 ` e, L 3 }iQOD 25 E� ^ a O /- p PAST BACK OF CURB `o a`@ <•'
1 - r_4'y I U I Ot rJ /� _ 47y� 1 - I I BLDG PAD 1 GRATE 29 .61-�.�'8754 q.J h ��\ t Ot S va m.
O, � 1
�- Ir r y 0 SAArfTARY ! ¢� EASEMENT BLDG PAD O I ? o- I -` 1 ! 256.75 0 15" INV IN 249.67 SS " v BLDG PAD , t= o c
STN.17+41.89' z`c 256.40' Lot 64t I 1 - _I "1 - If 7 -3� Rcp • 256.Do' TYPICAL ROADWAY CROSS-SECTION o °oaa .
_ 1 I - �0 to °m ov`EmO Eoo .s E.2
Q ! ! I _ t7VT �-+ D•{pQp 255.13E r � � -- � 1 0 .LOt 2 _3fi" INV IN 247.92 ,;/
' BLDG PAD t
` - GRATE 254.47 N I � � 0.37y__ �. / 1J:N BLDG PAD I 36` INV OUT 247.90 ` � ?x \ c { \ NTS °p'�a'@ u�"'_ o
! _ I 256.i0' I STN�+80.Q_ 3p "fay �'\ � o m o OZ -
_ _ o \� 11 257.00' o HOOD 254.85 \ g . \ \
i8' INV IN 250.07 STN 0+54.3- I Lot 'I l - `~' k o I ��/f ♦ °°rt=o o° c. o
OUT 254.DS HOOD 254.85�, 1 ! v ` 1 Lot 7 ae \ GRATE 254.18
U' f t --� 1 o- BLDG PAD k L o o -\ / \ \ SEE ROAD PLAN AND PROFILE SHEETS AND TYPICAL CONSTRUCTION as o
�` �- ^ �_GRAI_E 254,19 / 14 - I s m / 36" INV IN 247.fi6 �o
<? I _ I_ D Ir s 1 BLDG PAD . ♦ ` a„ a @ c c ■
f 18' INv IN 249.66: 255.70 ! 1 asy. o \ / q •c v o m
z 1 BLDG PAD I s \ SS : 15" INV IN 249.41_ ♦ DETAILS, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. C y�
r i / `t'�' 1 - 257.00' I t O t �`'.
d' 1$' INV IN 249•$6 ' I I '.: 36" INV T 247.fi4
r I 257.15 f c! OE• / 1 R' Lot~6 �1 n t 74: \ t cm mmaa-
// ! OC9 'P � 24' INV PUT 249.36�� 1 E. r h \ ... �� -� r - � � / - \ � BLDG PAD _ _ y /'`, '" v-'vo.ws T`oE
/ > \
o ss co _ -[I, rI I BLDG Pao - se / 1 as -a.g 1 I 1! BLDG PAD
p ! o Oq, _ I 255-60' / a c v c w¢ ¢ «c°i o Q c
STN 1+72.51. 255.4Q 4'1` I 25674' \ r
1{ooD .254,2s�� '1 1 0 1 Lof. 6 1 1 1 �/ L =�� / �o i SiTJ_6+44.24� F
RATE.253,63 - - -I , �,. DOD 25a.17 \ / \
I L c4i Md� -24" INV IN 249.0 I I BLDG PAD 1 1 i ' �-, f I / \�O pC `L'Q S GRATE 253.50, ` / \ = N O
/ 0.80 - ! s N? y o 18' INV IN 249.52 I ! 44- J / 3 A �`a °i O / / \ A O
! 255.30 y10' X 70' \ p P +0 15" INV OUT 249.12 i ♦-
r ��o ,DD rT?.ZO. -30" INV OUT 248.52 I A�E I SINCDOT-EASEMENT
SIGH \ °\ ♦ / \ /
�0 75:..
.CLASS 24" , IJ EASEMENT �,, \\ / ♦� \ � � 1L1111
3..0RCP t STN 3+170 o I BLDG PAD I l C BLDG PAD
I 1 MCP y0;9pGPy - 09. HOOD 253.59 _ 1 z 255.30 o& I I 1 �_ / `\ 256.10' ,r DOD 254.1 \ BLDG PAD \ O
GRA
f f ' r W TN 18+42.i 70 252.93 I t I LO 06 �. .. i
! + Lbt 3 RATE 2 5 22 GJ V, GRDOD 254.0
9 N U SO'JO. --30' INV IN 248.09 _I o 1 BLDG PAD o I / - _ 36 INV IN 247.24 \`.
r STN 1 +42.78 ® pp C 15' INV IN 249.34 yp 255-00' O' 1 LOtJP 1 I 1 ^\ In INV IN 248.99
! ! 1 BLDG PAD 15' INV OUT 250.E 3 -�+ 18' INV IN 250.0, -S 1+72-5 N �o ZA 30" INV OUT 248.07 ! \ �'
1 _HOOb 255.89 R. SS I ��c it 36" INV OUT 247.22 s �o i`� q° ♦ tJ1
r ! 257 85 18" INV OUT 249.991000 254.2 +'�' UeA I3 0 ��Y� f 1 / BLDG PAD 1 So- 4 -d \ ♦♦ \ A .o J
f "7 GRAT 255.22 /� •y a
GRATE 253.63 Q . J7c 1 254.60' p I 1 y i-. \� 7�-TN 9+76.91
I ! 18" I V OUT 250.30 18" INV OUT 249.65� R ca LO 1~' _1 // �¢ \ \ / / ♦\ zs (� Lu
1 r !f r 1 o0 253.1s �,� \ \ r of 6
f N r-
+ -� L f 1 h" `r13+5 / BLDG PAD ! . - - t Lflt. J GRATE 252_4$ sx \ / ? ♦♦ Q {n
! ! 1 - s N Q 1 + r. 1 b` 15 INV IN 248,13 L' BLDG PAO LD y °
'? 2 STN 5+46.51/ : 254.30 '` m BLDG PAD ♦ �/ n 9
! 1 J L t 44 I 2y HOOD 253.23 I I I LOtJ61 0 50, \ �1B` INV OUT 247.86' �S,.� \ 254.90 i y •'
`` BLDG PAD a55 -STN 3+17.01t>ty�0"RC` GRATE 252.56 ! 1 r Rqc BLDG PAD l 254 / / ,p- S ♦\/ q �// / \
f H000 23.59 P C
10' X 70' 257.25' I f Lot 4 L S -�30" INV IN 247.37_ �� I 253.95 , G S�8 0� Q S1N_4+92-24 c / / \ OQ /i 0
1 GRATE 252.93_ .Srn 9+03.63 ' �. y0 S _a G `1
f 1 �_ r NCAOT j BLDG PAD I �� 15 INV OUT 249.47 ®0.3/ 15" INV IN 248.62 '� � I �{ L PHASE 1 OOD 252.78 /�� O ° ,� c R�, y 00D 253.40 .\• //^\ \ t� /i�� N �
N U ! y - 30' INV OUT 247.35 __�- , I ` CONSTRUCTION GRATE 252.12 i p _ lllfl 11\�
Oq, GRATE 252.73
! � � ! !` r SIGHT � I r. 256.Q0' Z. : .INCLUDES INLET / ti � `�S{N + 6.9 / � 5' !NV OUT 246.55"
1►IIY1�! ! O 3 r EASEMENT 1 �`i` S D = AT 6+3t.82 ANDY' A- 9":�: y - - / i
! !. � l - -__ r -.• LOt 4 / / _ _ +0 � •-p 51� 36" INV IN 246.75 '�y5 HD L5.253.15
''~ - _
! E BLDG PAD - HOOD 252.56 DOWNSTREAM- 18" INV IN 247.65 \GRATE z52.48
I _ 256.40' •\ ! 2 r-_- JI o. 255.6D' I I ^ irV U `\ i STN 8+31.82 42" INV OUT 245.65 rr r' I' 15" INV OUT 248.26 \. 9 \ Ot \
�o y o GRATE 251.89 Srn 7+7 .21 �� a•s STN Mt92.24 \ ! \
1 O ti� k I 1 LOt „ -- n. y+n `30 INV IN 246.94 HOOD-252.43 6' V /
1 I 13 - HOOD 252.15 t'-� HOOD 253.40 p. 'A
+ ! 1 O ! -_- II PAD �- Nh 400 15' INV,IN 248.19�GRATE 251.49 GRATE 251.76 �' x 3'J,pCs 10' X 70' GRATE 252.73\ '9 \ 254.50' \
30" 36' INV IN 246•,2 P 9 Z NCOOT SIGHT\
255.2Q' � � � RCA 6' INV OUT 248.44_ 15" INV IN 24s.Q9 RG y, i /E.SEMENT 15' WV IN 2as.42
f r J I �_ T I rry-_LQt 48 -STN 5+46.51•- 03a 2 36" INV IN 246.34.36�INV OUT 246 36 0Nwc � d ♦ qp 1 / /�\ ?
1 m .� j - _ 1 Q N�r�0 6' INV OUT 246 - ro 3 3 / SOO 9252.79 / 3fi" INV OUT INV IN
5 �j� O \ 9 f - `pM \♦ \ ,F
QPE `�� ! � . I I- '_- ! � BLDG PAD . /.� � HOOD 2 3.23 ra ♦ /
ACE \ I- ! O - zss I 1 255.30 1 GRATE 2 87.30 36 .. / \ `\ LO
ODD 252.79 �•
2 56_ Li° K +n o _
h_ 1 I o o° _ 1' 15 INV OUT 248.75 ny CL45S 3 PCP 6q3 G GEjATE-252.12 i \ ♦ ♦ • \`\ \
_ 42" INV IN 24&63 \ / O / �''
\� r 20+24,66 � .._ 1 r � � - � ! ro Ot 4-� / c�� -. 5 \' �L ,'"
f TLA DRAINAGE I -1 -253 <Sa I I It i �__ •T29, �rurto �- ��\ J \ \
ft IN'v �1 250.9� J / `~zss� p =tn 36" RCP 42- !NV OUT 245.61 OPEN \ �\�y O px ♦\ / �,. CO
20+38.31 }/� - I ! t �. 0 U10 m CLASS \ \ \' _\-Ss
f SEE OSION N1ROLl 0 1 �i --� z• _ - _, 255,30 o ' 1 �� ��sTN s+sa 1 o n N ® 0 2q - - \. SPACE \ j, 3 ♦ CO
---PLAN AND DETAIL N �iNV'OLiT_ 25.0.73- \ I `-' / Lot O ® ^
r r ? I \ 1 /_ o HOOP 252.56 t TN 7+72.21 1 /\\ \ \ \\ \ ♦ O�C'o 6 1 SIN 3+42.24 BLDG PAD / \ Q)
t r SHEETS FOR RIP RAP ��00• T ! I � I !y BLDG PAD 1 I � GRATE 257.89- �� _,r 1 / \ \ ♦ 254.10' N
BE IREMENTS. r �?J ! p AIN E I M1 `� T 15 INV OUT 248.32 �-�- \ \ \ h Q HOOD 252.65 �c °M > LO
255.40 I ODD 252 15__--'` 1 1 \ i' \ \ s `Y. c, 9 `� f I - 1 •�� �$' f - - �_ I - -I"- LOt J .� �- __ --- - \ Co- 8 5 5 `I. Ok TE 251.98
/EASEMENT ` c BLDG PAD I I I \ _- J Q _ ♦ �/
•C _ k.�.-1 ��_ GRATE 251.49 1 1� \ \ a - �\ 1-
f ' SEE EROSION CONTR - - ' 1 ' I 54.60 15' INV OUT 248.22 11 ti \°• �2Ly4s°S. �G C) 1 " INV OUT 247.95` G.-,/ / \♦ \ �'
I 2 +29.2 1 2 0 - _ M
j f r - LAN AND DETAIL -_1 1 I I I ! 4 I \Ayi mac'• / - \" p g �I°;7°j \ �/ / LOt ♦♦ .tom+ W O
1 z _ Z
�I i Lat J fff INV IN 250.97 1�-SFIEETS FOR RIP RAP r - L o �r 't 1 \y e' S 2S y T /
in BLDG PAD 1 /REQUIREMENTS. . �� I ! I IrQ.�t � FJ2 - � ;�/' I L� I .. � 1 ,- 1 \9 4. U'P �• --p,.�°G�'Q`L711 \ \�✓ / BLDG PAD '� , / O
(( w ! 7 �I I ! dP 1I ! m 1 MAIL _.\Atl' " s�09�0' f -i� o h \tom \ 254.10'
f 1 256.SD' ! a+4 .ss _ OPEN - _ I KIOSK o �' s / / / /y ' I
-_ __ -- �! f BLDG PAD o m s , 14 e - . _�./ / o \'J Li
NV O �l `-•�. 1 I 2s4.2s' �° 1 �Mt._ I 1 \ \' 0.- r o o
/ y STN 3+42.24 �9
1 INV OUT 250.73 SPACE o - - �\ / 1 Lot III.
_ r
+ I by I L y 1• 1 A0A PARKING \i _ "� GRATE 251.9¢\ /8 OdD 252.14 r oQ / `\
1 - BLDG PAD BLDG PAD INV IN 246.09 ® ,p RATE_251.47 ,/ / \
r r y ,� • I I ��� I 253.85' f 253.95 I 1 ,1 RAMP \� \ O c 15 INV OUT 24s.4Q �( � 'FF•
18" INV IN 247.59 _ SOA o o W
€ I \ -�~J -15" [NV IN 247.84\\ g 0I Q `C.. \♦ / / � L �--�- - 1 • /^€�,
D.$D%- _ I r �\ / `✓y I h ' - / I -----�'-1 1 1 14 ` 11 N \\\ / PA P? 42' INV OUT 245.VN W
lip/4e\�� �p \ \STN 2+57.2, Oh \r- BLDG PAD
} I 1 _ /" / I~_� h 1 �``> . {�Q 1• o HOOD 252.14o- ® _ O i/► o
l II `� II 1 I \. L WETLANDS, \ _ `o I 1 I I I 2so 1 i _ P { \ GRATE 251.47\\ \ -- - 252.00' y f (�
��.1 lJ �h NI E� �OP P� SEE E OSION CONTROL - `\18' INV OUT 2480 \ ` ` ��� /Jh / J �"-
o I I- I _ /''� LL /''�
L - - tip I �� �40 PLAN AND DETAIL L.L L..L
BLDG PAD 4 1\ LSHEETS FOR RIP RAP ~`\\ xp \
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REQUIREMENTS.
f tl 5 5 HOOb 256.22
GRATE 255.56\_.' i i/ \\ �-�'-\ � _`� 1 1 �'�'ll - \, \\ r- A :/ �\ ■
l ! ISTN 21+77.18 54 \15" INV IN 252.15/ �\ �\� , ' - -J\ - -ram 1 1 y� �_ \ ; \ -+� pt \ \
f HOOD 256.22 15 INV OUT 252.13 i �t -_--
J I GRATE 255.56I /f _ ! -�_� ---� ' 1, ti �z�y1 S ERO ON CONTROL_ BLDG PAD \ \
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'15" INV OUT 252.28 -��= 1 PLAN AND DETAIL
1 ! n s, RCP 2�• / ❑1 , r SHEETS FOR RIP RAP
�1 / t 1 u•yl- - REQUIRE ENTS. ` '--'STORMWATER
STN 22+46 06 BLDG PAD ` _ , �/ \ _� C ' rn c'1 - - POND STNo-1+27.13 \ \
1 = \ \ �' ° HOOD 255 74. 257.15'
1 1 / `L: �_` • - `�� a� €NV IN j -
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,n � -1 Tc. � ` � V US' 5.14 HOOD.248.66 � �1'
INV IN 251.81
15 INV OUT 24527. i
! o BLDG PAD / ♦ Pc,4, ,.2a9 o
C \ 5 5 15" INV IN 251.81\' / ♦:. / / - ,
f \ y S .. 256.30 , SEE EROSION CONTROL _ • ��s\ go N 1fOOP 24$,6$3 1
r I \ \ O` 3 \ �\ k 18 INV OUT 251.56� A' �\ <j�4"�'�3� _ PLAN AND DETAIL SHEETS `S _
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/ �0�0"`2 _._ .s ?s - GLtAT 248.01k
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+ \ • s / ♦\ a/ 2J '� :aa REQUIREMENTS. ' �� PLAN AND DETAIL SHEETS h
N 1\ \ -_ 257.60' HQOII 255.74 /�i3 STN 23+13.43 / / �. '/ z52z �_' ` FOR RIP RAP ti , 15' INV OUT 245.14
1 \ GRATE 255,07 { �� \\ HOOD 255.27. EQIIIREMENTS.
f 15' INV OU 251.9 9 p GRATE 254.60'� `•,
O sS�o-o KTLANDS. �'' \� AC:�S7-101D>
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I I \ y� h♦ O \ \`\ \ `,�2� 5 - 26' 3 �A�I G'� �. , � '�3?'- Go in -.RISER OVERFLOW 247.33: - _ _/ ` NC04T SIGHT
18' INV OUT 251.16 �/ \\ 255.Du ��� _ \N h P _ • _ +na �2
/\ \ _ ♦ z45 G_ NaFiP�N� 5 moo '�[Tq ?� o .a-_-24" INV_OUT 244.79
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0 ♦ \ ♦ SS 78 `GRATE 254.11---`��` Em-,:�7
\ Q r 1 I- RISER OERFLOW 247.33 / Q� `, M 15' INV IN 250.74 - o- ORFICE, INV 246.75` , _ '2dST-1020 I � , ur�i�o `6' DRAWDOWN TEE W 4" ORIFICE. INV 245.00$" INV IN 250.49 _ L RISER OVERFLOW 250.00 � _ c� FEE DETAIL SHEETS FOR EMERGENCY OVERFLOW WEIR�' \ St 0
I / ♦ \ NCQ 4" INV UT �18' INV OUT 247.91
of 36 ♦ �` 19AV \ _ P9NDZ ECIFICATION AND ANTI-FLOTATION REQUIREMENTS
�a %_ '-4x4 CONb RISER � r
2g98 RISER OVERFLOW 250.00 �S w
/ h _ V IN 46.
BLDG PAD �� CLgSa RCA ' - 1t1V oU? 2 RCP 6" DRAWDOWN TEE W 1.5' ORIFICE. INV 24850 !
257.15' ® S a _ 72 24" SEE DETAIL SHEETS FOR EMERGENCY OVERFLOW
T E 51 �� NCDOT SIGHT o
T 009, 188 CLASS 3 ` SE EROSION CONTROL WEIR SPECIFICATION AND ANTI•-FLOTATION SEE ERGS ON CONTROL ! z�zf i� i EASEMENT
d( I ! / ♦♦ / r /� `STN 2o-S+B4.1\ Srn 24+76.6T'~r~~ Q•427- \ \ PLAN AND DETAIL SHEETS �REOUIREMENTS _ _`f PLAN AND DETAIL SHEETS f '261
24.77 OOD 2$3.90 FOR RIP RAP FOR RIP RAP �cr Cr
GRATE 254.1I� GRATA 453.24 j \ E4UIREMENTS. . �- REQUIREMENTS. !~��I �i� 'f O
r . r 1s` INV PUT 25Qs 2e INV IN 249.0 / �\ \ \ OPEN , N LL1 Z
/ / �\ �/ / / •� \ \ 24'.INV.OUT 24905 / Ot h DRAINAGE AND FOREBAY ENTRANCE TO ��
ACCESS/MAINTENANCE gT. - ,
\\ OU81F INLET 255 BLDG PAD / ry EASEMENT FOREBAY EXIT. e_ /`(� �1
! i BE DEEPER THAN S P A C r = O
0
`,
{ BLDG PAD < / \ \� / / 25550' // ` Lb
POND B IS TO BE LINED. SEE \ Z
1 / _ a� OND DETAIL SHEET FOR W a
r / 256.63'
f l• ��• � C O� � \ \ -� ' � ^+�� � OPEN PoqO LINER INFORMATION. ` �....
; SPACE" `�`�_-
r scale
Lot 9.
--
rj BLDG PAD \ \ / I NIA! Field Book No.
\
/ �,/ 256.20' .� � � J _ 255 74 \ i
25 / / \-/ f L� �yd` oN \ //
SHEET
4 OF 23
H ' I I Lam\ \ _/