SW6231107_Plansheet - Grading/Drainage Plan_20240813 (2)

drawn by DID
checked
pLAN1<ROAD
reviewed
PROJECT
SEE SHEET 11 FOR DETAILED
SITE date April2a23
PLAN AND PROFILE
oy \OµwAY 01 y SEE EROSION CONTROL _ / w . ----- \ y25 ' \�
BR ± r r { 1 ! PLAN AND DETAIL SHEETS __ - / �= \ - �-- �' 3 4--
p0C D \1`' rr i•' ' i I D 'FOR RIP RAP � - f� 1 ��� / \ y- -�------- - i .
X S 1�G,MH ! N g-- /" /j BLDG PAD _- \ \ -�' job no. 24-1435-02
\tPg4t'i� i�0 \'' �� /. ? A Lot b6
/`---`": rr d r I • REOUIREME�JTS. ?�' ADAfPARKING \ Cq 253.95'
I OAD n r 1RIM 247.54 \ \ I N / i� d
-: �
INV IN 235.61 �!' �
1Z tiL fz 7's` �� Z �. 2a .-- a,� %I / � R / ��» ��\ `' \ \\ \ \7 ��
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JOHN r 1 r 12" INV OUT 235.59 18• \A,1� 4G \ s , s'(�J @� i''
(T� nT i r r r 2 `-•�yZ"tr. /`'ox� 'A" = - - /� �' _ I _ _ �k' / PHASF 1 \ i / z55 �\ C� \\
40� sf, G'a i r r r �I r S,$,- F•a yam` - _ _-"- J �� �� �'' ,�. Ih'� may, PHASE 1 CONSTRUCTION \\ \ i / Q'' cy`' .1•`' / `�' � G� BLDG PAD \
US 7]p� p Gt r rr i r' 10.D0 CONSTRUCTION �J� -
1 r _ AT 8+31.82 AND / \
12. S6R26, p �., y.z INCLUOE5 INLET \ \
55 E10 EXTENDS FROM \ \
@ 0.22! _ RIM 248-51 J P\'!'.- 'J _ - �' I �'- EXIST. SYSTEM TO' DOWNSTREAM
I \ �. \
12" INV'IN 235.78 9�2F ST-1010� �� 1,--'" ! MH AT 8+45.58' / 25g -
r _ . RISER OVERFLOW 247.33-- = _ \+� -`-
r r JI i 'a _ Tk ='� MAIL 1 1 / -•256 _ - - ------- / _\� \ \ 1Dh41.68
7 / \
r f-8" INV IN 236.11 -'» ✓ 24" INV OUT.244.79 .% 1 - 1 \ / - -- -- _ 1_
I5H ROAD SR 1406 i ,r i rr SrtG I _� 1 1 KIOSK ' I y <� _- - ��Gk
ROCKF r` , S r,12"r INV OUT 235.73 5z5 CONC RISER I�, I ! �' / _ / 0 RP \� \ 48.7
E� �kP� dr Irj (•", RISER OVERFLOW 247.33 -_L___ 18- / \ P
r r FOR R1Ff h /� " ORIFICE, INV 246.75 f --, 5��' 2.05 42 RCA 1 ! l -�. r \ 9� Ot /-I
_ $ 3 !: - I BLDG PAD .
r r r r , I �• / 6" DRAWDOWN TEE W 4" ORIFICE. INV 245.00 �OQ$%q-__ j. ,l / ! : \ \ '(\� �.
r , Ir„I % 1 '' o r' f I INV 1N 245.61 -- _ 1 25.62' ! I r ITT. r \ 2y, 5s, , �� V
/ SEE DETAIL SHEETS FOR ANTI-FLOTATION d .¢
i f �l 1 I ' r REWIREMENTS AND ADDITIONAL SPEC€RCATIONS. I INV UUT 245.46 r �' 42` r f Lot f ., Y~ f j \ \ 257.OD' �
F r y- ''�X 1 CLA55CA ! i BLOG PAD f f < N f U Y-
r OR DETAILED ALAN 3 9+03.63 L f 254.50 I 1 / / �� \ \
___ AND PROFILE ' 1 ! v / 9+70.18
20' DRAINAGE -�___�- " R HOOD 252.78, r r ti / `�
v r EASEMENT - 49A xha. j
VICINITY MAP N r r I ! -Fi00D.252.79 r c, r % G \ �o. ' o
I f I _ 9+03,63 A 36 INV IN 246.15 , F \
NTS i 'r NIGHT ! I n 1� o i' �'. i '¢ ' , ! r GRATB 25212 o I 1 / d^ ��\ \ (\� Q�. : �5 r�
11 n 18" INV IN 247.65� 25i;�_ \ A U
r SIGHT 1 ly� STDRMWATER JZ - ! I tY �' LOt 72 / r� O
\ 42" INV OUT 245.65 / \ BLDG PAD V / �i /` �i .!..{ m
EASEMENT i :¢ H I S' 42 INV IN_245.63 Q� o �� \' _ / i
rr N l ! i + 1� , / POND PLANE AND DETAL SHEETS : �� c I I - ! 42" INV OUT 245.61
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r�' zax a .I I xa ,f f / /4`� l l \ 257.04' - �i i3OS� €�i 7
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r/ t I ! �, , r f r m V, I r ` 8+99.81
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4 -� 24 1.75 l Q $ - \ fn ice' O O r/]
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I 15" RCP o I / 256.70 i
ry i r Q�� \ 1 ? N1y._ >Co s'., , - -eat �, '� % ♦ I l '' ra N I THE ASH_- YNf._ '8+65.44 L �� f26 STA. 9+97.77.-' Or
OR r ?^1 =Q / 2az , - ��' ,,; /� / '' I CLASS 3 E hh ` HOOD 255.28 / O� HYDRANT
NC x 1 n' ?� \ r 4 +19.99 i i
;h s / c' 9+76.91 R 0.50% ti 2-CAR GARAUE�. 1 y GRATE 254.fi1 $ BURY LINE 255.23' 'O
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�. 2`r N -3 02 HOOD 253.15 s i ".15" INV IN 249.87 q
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r , O \SIN. D+70,40 �._ ti ry .�2 ti / zas - . zae -,�--� �.••`' ..15" INV OUT 248.26 256.10
RIM 2¢Q.56 a tS� 2a7, --?a7 �' o a /' r2 I 15" fNV IN 248.13 I / l a i 36" INV OUT 247.90
8" INV IN 237.00 A ?j / 248 �- Y` -:�`T 2a3- -¢.., m�la� i %���' L5� I 18" INV_-OUT 247.86, . . . ru L
INV OUT 236.95 r� , zas - __ - --•-- c - �o ��< = �'�� - - - - - - - - - -- - - - MATCNLINE! I - _ ``�C--7+00.3D 255- ' i� C�tSsO � 1 i'
- -I- - - z , Lot i 3
' - - -- N SHEET 1D x 7D -z5�- - Lot 74 \
w o�!, ? NCDOT SIGHT i pis 9 SO i $+52.77 \. \
w t to i%?? �� ® 6' R i
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/90 HORIZI ,HOOD1_248.68 250 c,®- /ti � �' o cP \ O
- •� , ..; o<o� O i• ' 10' X 70' 1 1,.EASEMENT LO t 7� �•D 7+ 0.04 L � 'a � �
'^1x00 RATE 248.01 3+42.24 L n / eJ �' -- _.._ ! ,� HOOD 25 4$5 49.2 \\.
w z� / F NCDOT SIGHT
>>� -- --- -- �� -HOOD 252.85 - .u.+ -?d- / ., 4+92.24-L-_i_.-_EASEMENT / r 6t44.24 L GR TES 25 .16 a gX_ �i� ` �� �i
r (�r.• ��y,t r ,5" INV IN 245.19 ��. - - GRATE 251.98--/a d: I / " ` / I �^HOOD 254.17 36" INV IN 247.66 \ \
r r r 2 10+25.67 h / 15` INV OUT 245.14 L `� -' T2+57.24 L_- _- / �� HOOD 253.40 r GRATE 253.50 BLDG PAD 4\
' r , r' - -Y��--= 36" INV IN 246-09.- ---CRATE 252.73i-------�_-�� ---------- -..----- �i
40 2Q Q 40 $� r r r i 2i 2" BALL rn Qo / , r r HOOD 252.14--- _--�--- -------1----------- ----- - 15" INV EN 243.41�
i VALVE V 'aRxSo ,' 1 , GRATE 251.47 e' 18" INV IN 247.59 - -- -- -� -- 15" INV IN 248.42--' -36" INV IN 247.24•- RIM 2:+4fi.03
36" INV QU7 247.64 RIM 254.87
r 15" INV IN 248,27 15" INV IN 247.84 ___- - 36" INV IN 246.67 I 15' INV IN 248.99 f}" ENV IN 241.29 ODD 255.28
it x 95 O ,(, / 36" INV OUT 247-22 SpFt� GRATE 254.61 / LOt
, g 1`' , ,13' INV OUT 248,02- - 42" INV OUT 245.59 ,- 36" INV OUT 246.65 - r $" INV DUT
0+76.14 1+27.13 R ® 8 15" INV OUT 249.86
SCALE 1" = 40' 1 r (i p`ri 2" $LOWOFF HOOQ 248,6_ O s3 R2 i 2 f i - - �" �g 9 k4 \ ��
r.� 00 85-00, 18" RCP CLASS 3 0 0.50% 150.00 36 RCP CLASS 3 0 0.37% 152.00 36 R CLA55 3 0 0.36%
ASSEMBLY --_-_- 15AINEV20UT 21 27 n rug ty o,Iv o �cn ro a Us p i� 8+77.27
.-_..�-�r - .' 2+50 Qrr,to .3+00 f�.._.__ __,.._oD =" 293.08' 8" SDR26 0 0.62%. 4+50 -- _moo = 5+DO - ---8" PLUG W _+ 6+00 ri5 7' 7 .oN�p /�� _
r i ,� a to a..-., .-._. .,._ r. cn Q, _.... - ' -b, 2" TAP AND- - .o _, . LA �
r Q /rry 't , 2' r to - r �to rn 48.9
r 1 , r � RZ f STN 2+21.1fi it��N _ r o N ,� CAMBRAY DOWNS CT. o~'-- TN 5+14.01 THRUST 10+66.70-233.00. 8" IDR26 ® 0.44% o�W nro�? STN 7+46-89
I �� / I IM 251.18 0 �' _ ; --._ as c'v ae w v S s" GATE RIM 254.37 Z ,
A r� 50' PUBLIC R/W RIM 253.20--- - BLOCKING _ 7+80.04
0+87.64 r % 8" INV EN 237. ° VALVE 8' INV IN 240.8- HODD 254.85 / ( BLDG PAD
�`y� 8' INV OUT 237.80 , INV -�
- ��2+57.24 R 3+42,24 R r - 2" SOR21 4+92.24 R " 6+44.24 R__ 8" INV OUT 240.75 GRATE,254.18 -� \ 257.00
r 1+47.08 ' -HOOD 252.14 HOOD 252.65 OATS 252.738v RATE 253�50 8" SDR21 1S" INV OUT 249.54 LOt // \ \ , \ \ / N N N
t-
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OUT 239.67
r -- 15" INV OUT 248.55 --_--- n w o
r Q ✓I ;i r r 428 -z5i r 15" INV OUT 248.40 15" INV OUT 247.95r -- -- ---------- -- --------------- _-- - -------15' INV OUT 249.12____-_---,----- - � _ � \ / @ \- -_ _/
r r ��.. •� s / �;k21 � � , ---- r�-------- --_.__ ,- • f�~ � -.
r , STA. 5+78.24 � \
1 C7/ I fti/ Ot . ; - 255-_" ---___ --- ,- ---- 5+58.93r`5+63-12 :HYDRANT \ \\
r - r 2" BALL exsxs Lot 8 Lot 1 0
1 �r ,' Lot 5 Lot 6 Lot 7 BURY uNE 2s3.ss' of
f o 2 ° LQ t 2 �'' Lot 3�J A N _ TEE r�' 4s 5
r ! ff . h 1 LQ t 4 VALVE :FLANGE 253.91
1 i` -3+74.74 �4+54.74 � �1.27-74 n V J - ;' � O © 0
;2+92.24 r _1� 255 6+08.74 5+76-74 2.� --7+49.33 y - _ \ \ /
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DRAINAGE EASEMENTS OUTSIDE OF
d
RIGHTS-OF-WAY ARE MIN. 26 WIDE(t9' EACH
SIDE OF PIPE) EXCEPT WHERE SHOWN OTHERWISE.
````���111111fffffl!'//
IL�� TBM rebor for ro ct is set at:
270 I I ' I STORM LLL3+01.44.=L--.-- I I J L P le Setbacks Stop sign placements ore I ! � \ •,•
INLET STORM SEWER PROPERTY
- I shown schematically. y
I `II yd Front: 30
•rr.c LINE 1• Fire H rant Bolt located near the `F' in F€reman near the Placements in field are to O
r7 _-SERVICE LINE STN. 1 P P Back: 25'
enhance of Friendshi Grove $a tist Church or: HWY
U91ROW A7 ° PROPOSED \ 401/Foyettevile Rd. foElow oi€ NCDOT standards -
•0 1�,,,.
. I ! ! Side; 5' & ecifications.
V SAN SERV ! BACK OF CONTOURS \ \� N:461895.8582 Q
! SIDEWALK (1' INTERVAL) -- --. �• \ E195375.0582 -- �y UJ
-- ---- si �� EL 263.39
N i N I N I N a r¢ -_------ - - -- --- O Follow all requirements of Hoke County, J -
- SANITARY i w 5' UTILITY EASEMENT F)y NCDOT, and NCDEO. y
SEWER z¢Ma SANITARY SEWER 5' SIDEWALK R<IC Fire Hydrant Bolt located near the "4 1/2- close to the -- d
MANHOLE v, J intersection of Johnson M€II Rd. and HWY 401/Foyettevlle Refer to Overall Project Notes on sheet 2 of ! E -�_, I �� a •'\Q
I _.
I € - 6' LANDSCAPED AREA ADA Rd this drawing set for additional Information,
�� P� `
-- - -.---- HANDICAP N:460110.8798 requirements, & specifications. f'f` 0/y
RAMP TO
265 ! ! ( C RB AND EXISTING SIDEWALK Ej1259.222.1044 toAll
dratnasedand utilittseasements,not
arelimited
be I 41 / 1111111111tt�\\``,
WATER 3+00, CONTOURS 9 Y CtVr 25 I
I -__- LATERAL GUTTER r�- (1' INTERVAL) permanent unless specifically noted otherwise.
NAVD-83- Horizontal coordinates per NC Grid System. Refer to Final plot. LVC 30.b
- -' 6" GATE`' - - WATER SYSTEM ROADWAY
_ - VALVE AND CL AND Id-
I I I ! ! HYDRANT AND GMAINLINE
TEE
STATIONING
m ui m rri
VALVES + cN +
! i PVI�4�2+34.75 -
i I I I PVI.�l E.V; 251.84- DUCTILE IRON
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I + LVC: 90.00 (WHLO
ERE WATER MAIN lS 2" I ; I I T 17T- •-""-- i i m +^t M ' t''I O _
2�j SDR21, ENCASE THE 2'
O �__. -.i. __ h o SD€R21 INSIDE 4" DUCTILE.) N Lo
N - N j I I i +� I HYDRANT ' �y�-�
ar I ! STN 7+80.04 R -STN 8 f65.44 R ¢W - v`'/
'r' ! ! ! - HOOD 254.85 HOOD 255.28
_ _ i I
w r� - _ -15" INV 1- - -- -- -
5+7824 I -
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w I GRA NV2pUT 249.12 I STN 7+80.04 L O
I I I C4 5TIN HOOD 254.85_ HOOD-255.28 -- -
TN 4+92.24 R �} 71
i STN 3+42.24 K - __ HOOD 253.40 - - __�-_ - GRADE V
- -- -- - -- �� `� TN 6+44.24 L_ ! GRATE 254.18 I GRATE 254,61 T - ,My�
I HOOD.252_65 GRATE 252.73_ I E SLY I- - -1•-+ W 0
€ HOOD 254.17 36' INV IN 247.6 15" INV IN 249.67-" --
I j ! GRATE 251.98- I I 15 INV OUT 248.55 - 0 I`
5TN 2+57.24 vIN
15" INV OUT 247i95 I I STN 4+92.24 L GRATE 253.5.0 15" INV IN 247. 36" INV O 247. 1SH D G1rADE U,,
255 ODD 252.1 HOOD 253.40 36" INV IN 247.24 3fi" INV OUT 247.6 36' INV OUT 247.90 �f- 0 Q
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-I 115" INV O1JT 248.40 I 15A NV2 N2 248.42 I- --0 50%: 36" iNV OUT4 47 2 i I -
HOOD 252.65T L0
GRATE 251.98
! 36" INV IN 246.09 I ! 36"_!NV IN 248.67 I v W I I -- x
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�� GRATE 251.47 15" INV IN 24-7.8q I _! I I _ I L
'18" INV 0 24B.27 42" INV OUT 245.5 ! , l ; I y •I i 0
0+76.14 STN 1+27.13 R �� t5' INV� I UT 248.02'
2" BLOWOFF --HOOD 248.68 G� �- _ I I ' t' _ _ a. ti " "' 0
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STN 1+27.33 L'
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I ! '
- 0.0 6
-1 }] a .; Lot I
-
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f
--- Lot 4-
1
-
,� 245.98 I I ' 2' BALL •''
+1&ti
4
2 VALVELet
LU
2 5
0
N
45 3 _ r
,
.05
Mill
l " PVC FORCEM IN Z r
A I I 1+47.0a I ! 8" PLUG W 2" 5+63.12
TE
Lot 2 � TAP AND THRUST
SEWER f I BLOCKING
I I : i I i _ -
I Olag
i$k.64 I _.
241.00 ' l t'• .1.._. - - .:I, r ..:=. n „1 �:-: f,f .+,F,�x:.- s r4'u'� ;:n -, .cs _r._ x fi ,,'L• ,. II� ! `
2 4 0 }„ TN 8+'4s.D3
! I REM 254.87 'r N
RIM 5 467
0 62� -* BiMINV N 240.801' ! `8" INV OUT 424i 24
R26 .___ I I: E STIR 5+14.01 I I
f - ._ -RIM 253,20 I 7 -
r ;' i I I I UT I244.8" _-VIVO 5
! w
�^ ��':' 50 95,$ SDR z ,� c��e r, � ,.�. ,'-3 ,• ! B" INV OUT 239 67
I STN 2+2'116 -�" I i !
T RIM 251.18-; I � O
- STN 0+70.40 8' INV_IN_237,85 --1
_ RIM 246.5B B' INV OUT 237-80; ANI ARY SERVICE LI ES TO PASS -� {� W
8" fNV IN 237•00 I I E €N. 18" CLEAR BELOW WATER LINES Z' 7r
235 I 8' INV OUT 236.95 i ! ! I I
AND MIN. 24' CLEAR BELOW
STORMPIPES. i
! r ! I
INSTALL A ITARY SERVE 5 A TER BENDS N CROSSING
. _
I I I I I I ELOW WATER OR STORM AS NEEDED
1 I I O MEET STUB-OUT GRADE.
scale
! 1"=4'V. 1"=40'H.
230 - i I I I Field Book No. N/A
-0+50 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
SHEET
50F23