SW3220901_Plansheet - Grading/Drainage Plan_20220914

S\QNyp4�. , S INV ULLOF WATER 30" CURB & GUTTER (TYP16AL)
G��OR�iE 89'4 C-
S cn
�, 30 WAXHAW PARKWAY
\ g�
0 PUBLIC R/W ss m. ,.. SS
'2 "E
F�l SSMH 1 #5 REiBA`2 1'8 RIM: 625.49
� NV(OUT): RIM: 62 H2) INV: UNABL;r1O M .3
1 / GATf a A CESS U IN): D13
CHAiNLN OUT1 . 3 3
� �
STM MH1
RIM 621.91'� ` 7
/( INV(IN): 616.71'(CB1)
I INV(IN): 616.31(WEST)
UNION COUNTY 'fig E #5 4BAR "
PARCEL #0614018D�'}
DB 6943, )30°" /\
WAXHAW ZONING: CC !� 5 �EBA
N
GARY A SUMMERFIELD\
R(� PARCEL #06141018G { '�
DB 1520, PG 0680 a ) }
LOT 3 JACKSON STATION
PLAT CAB H, PG 849 1• 1ya ry
\ WAXHAW ZONING: CC �r'g ) ���b 0000
GARY A. & DIANA / ) ( _6 T
M. SUMMERFIELD
PARCEL
#06141018F / / z
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GRADING NOTESNNso
Jpg N '�?
1. RETAINING WALLS GREATER THAN 4FT REQUIRE A PERMIT PRIOR TO 49 ."
CONSTRUCTION. THE ENGINEER OF RECORD FOR THE RETAINING WALLS MUSTI
CERTIFY THAT THE WALLS ARE CONSTRUCTED TO SPECIFICATIONS PRIOR TO - - e I 60 61
ISSUANCE OF C.O. -
ae
2. CONSTRUCTION OF RETAINING WALLS CANNOT COMMENCE UNTIL ALL NECESSARY 48 1 1
PERMITS ARE ACQUIRED. ) .
3. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION #REBAl 47 " ° ° w + --
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
HERITAGE LLC"46
WAXHAW
4. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON PARCEL 06TAGE LC T \ s
THE CURB. DB 7276, PG 680 \ } ­45
S. THE PURPOSE OF THE PUBLIC STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE WAXHAW ZONING: TC II
STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT 44
AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM �O
MAINTENANCE ARE ALSO PROHIBITED. "
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\ `) 0' TEMPORARY CONSTRUC 1t N EASE QE 4 +79 PG 821 S82°I9°43"E
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112 sue°� p
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'633.30' Ta" •+TDPE
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. � m
650 107
1 °
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106 4
IN,
x /;� / / f _ N82° 18'54 "W 696.04'
66 k 67 68 m 69 70 71 a, r _
63 64 65 104 STORMWATER BMP § 1 � (�i T SURt
I SEE SHEET C5.5 # f
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TER NE goyIt
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81 80, 79 78 I 99 L� 7
7 / 7 T BRICE J &
MELINDA D CARRIS /
VARCEL #06141014 /
,�"DB 4�500, PG 344
_ N' UNfiON COUNTY
6�2 �'� .. Z �*,� 7"ONING: R-20
AARON DECHON LEE
z m.. 94 \ 95 96 97 98 r,.. BRENDA COLLINS LEE
O - - PARCEL #05112049C
DB 6131, PG 543
3 92 93 UNION COUNTY
89 190 91 1 ZONING: R-20
86 87 88 1 <' W I Mp ry /
CHARLE�MCCLURE
L 0614 PA 1015
w...7 _ DEEDAVAILABLE
UNION COUNTY
ZONING R-20
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WAXHAW HERITAGE LLC I 36 35 34 33 32 29 of
PARCEL #06141006D c' JOHN WIG
DB 7276, PG 676 ° I oc 28 24 v ° , PARCEL #0 141016
WAXHAW ZONING: TC A W a ( - - DB 5976G 665 /
. a oe - 6 w ) w WAXHAW Z{{{{}}}}NING: NC
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I Y 1 w :: I I 4 IfII 12 13 14 15 16 17 18, 15" cMiP" /
..I 1 2 3 4( 5 I II 6 7 8 10 , I INV:649.1615" CMP
9 I
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% I G MH # INV:648.60 -
----_____
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RIMS6 9.47 . _N N ) �. �" I I - _ -' J RfW___------^�"- Rf SSMH 4
INV(IN): 647.55
u 0" 0 RIM: 652 45°
Gr-tEL INV(OUT) 647.42 _ J - - li INV(OUT): 645.5 -
�-• f•
l
GRAVEL
DRIVEWAY
20 MPH SPEED
LIMITN SSMH7
RIM: 650.09'
INV(IN): 637.99'(MH6)
1 INV(OUT): 637.79' (NORTHWEST)
yam.. R fW�`�_'
MILL 1JU
50'PUBLICR W 4' 43 W 6.0Rf EX. CULVERT
LOCATION APPX.
m ONCRETE GRAVEL i
15"RCP DEWALK ) DRIVEWAY 1
60 RCP -_ 7 INV: 647.10 T )
GRAVEL�, � SSMI-}u6`�
T©P OF BURIED RAVEL DRIVEWAY BUSHES PLANTER ~ � RIM:5L.T9'
STORM PIPE I DRIVEWAY 6' WOOD GRAVEL A CD 0 INV( I ): 5�9.89'(MH5)\
15" RCP PRIVACY DRIVEWAY INV(I ): 639.54'(SOUTH)
SITE TEMPORARY > INV(O T): 639.41'(MH7)
INV 647.12 i FENCE BENCHMARK
TOP OF NORTHWEST CJ
FLANGE BOLT OF EXISTING
FIRE HYDRANT a Z STORM STRUCTURE INFORMATION
ELEV: 655.93'
LOCATION MAP
SCALE 1"=2000'
LEGEND
P�
Jq
WAXHAW HWY
SIDEWALKS
PUBLICLY ACCESSIBLE RECREATION SPACE
DI DROP INLET
CB CATCH BASIN
RCP REINFORCED CONCRETE PIPE
FES FLARED END SECTION
SSRW SANITARY SEWER RIGHT OF WAY
SIDE STORM DRAIN EASEMENT
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - - SETBACK LINE
EX. GRAVITY SEWER
EX. UNDERGROUND TELEPHONE LINE
EX. GAS LINE
EX. UNDERGROUND ELECTRIC LINES
EX. OVERHEAD ELECTRIC
W EX. WATER LINE
x x x EX. FENCE
-w-w- WATER LINE
GRAVITY SEWER LINE & MANHOLE
FIRE HYDRANT
CATCH BASIN & PIPE
ABBREVIATIONS:
CB = CATCH BASIN PER NCDOT STD. DRAWING NO.840.02 - SHEET C10.5
DCB = DOUBLE CATCH BASIN PER DETAIL SHEET C10.7
DI = DROP INLET PER NCDOT STD. DRAWING NO.840.14 - SHEET C30.6
YD = ADS NYOPLAST DRAIN BASIN PER DETAIL ON SHEET C30.7
JB = JUNCTION BOX PER NCDOT STD DRAWING NO.840.31 OR 840.34 - SHEET C10.6
FES = FLARED END SECTION PER DETAIL SHEET C10.3
CS = OUTLET CONTROL STRUCTURE PER DETAIL SHEET C5.5
HW = HEADWALL PER NCDOT STD. DRAWING NO.838.80 - SHEET C10.5
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL*.
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
I �
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLYTHE MILL ROAD,
INC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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MODIFICATION LOG
JOB NUMBER: C210047
CHECKED BY: BHE
DRAWN BY: BHE
DATE: 05-10-2022
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OVERALL
GRADING
PLAN
SHEE7: C490

27-DI -� STORMWER
48 ° I B16-DI B 7- SEE SHEET C5.5�
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PAD EL. a 19& p x 2. 7%ao p102 To /
..I 661.27 W ° 3. % PAD Et:
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649.4 N C NTY ZNING: R-
PARCEL #061-� 1..006 ,,�, �" "• °
DB 7276, PG 68d
-1 _,PAD EL. . a% :; 3 101 m
WAXHAW ZONING: T( 3 e" aE o0 0+ 9% PAU EL.
"661.27 �"„ � 4.
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1 44 661.2 PA . a a.6, ( 5. A�� . _ 3 I 75 74 73 72 7
F HP:660.17 43 4.¢3% 77 76 61 C
PAD EL. 79
78 PAD EL. AD EL. PA $EL. PA EL. PADEL. PAD L. 99 9 B p - I B 0-FES M
� 81 80 EL. 654.16 54.16 65 .83 6 .83 6 1.50 651AD 6.39% 24" (�K
661.27 I 82 PAD EL. AD L. PAD L. c co 1 HP:660.42
83 PAD EL. 656.93 656.93 A41-DCB a 6497 6as.so a 1 a /
- I PAD EL. PAD E. 658.18 658.1> HP:64s.3o STEM �, '
_ v 659.68 659.8 7 650.23 - - - - r' /
1 p - I Ix fi 656.43 i F STEM f a, 6� " MtLINDA D GARRIS /
LP.658.74 f V ( STEM 64$ B18 I - x 63 I PARCEL #06141014
aW 42 3. - - - 40-DCB - - - - - - 645.96 M �DB 4500, PG 344
'PAD EL. 4 ,,- � .
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660.58 ° Z - - - - »�- - - 11 LP:651.65 ,� 15'� pP�
_ HP:652.30 651 LP:646.80 I
J 4-FE
5 °�� 3 - � 1 HDPE
I HP: 659.58 41 6. °A ° O } 56
f- 658 A38-DI 20' D LP:646.80
PAR EL. AO AARON DECHON LEE
660�8 Saw% °c P.65 .68 - - °� g6 97 70 0 / BRENDA COLLINS LEE
f� A36-DI LP 6ss.27 6so.1e .o - V 94 \ 95 PAD EL. I ~
40 4. 5% ° J - - - - - J = PAD EL PA AD EL. 647.63 647.13 a o - -
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659.83 '- F 92 93j c 3 ell7 UNION COUNTY ZONING: R-20
39 % Ln
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O I 84 H5 86 H7 HH PAD EL. g PAD EL. PAD (jL. PAD EL. D EL. = Z
- I PAD EL. PAD E .-J PAD EL. PAD EL. PAD i PAD EL. I 1 654.23.E 654.23 652�73 652.73 651.48 Z 3 �e ° f N e i 4 /
659.83 I •a�° 3 658.33 657.33 657.33" 657.33 I I Q
38 3.7 HP 658.23 I 3 " ni'�' # -►4� ° e�V' CHARLES MCCLURE /
LP: 657.30 .n A15-CB 1r,; + �^ CEL #06141015
PAD EL. � '�''� � � 643.89 ,�
° _
� � I 659.08 � F LP:657.30 � I , ° 647.85 � _
NO DEED AVAILABLE
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5. 5% u ° ; A9413 1° ? c � � 647.85 S ° A457CB n 6a3.s9 ION COUNTY ZONING. R-20
r 37 5, oe LP:6a5.05
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659.08 C s uiP+ W, uv° w 649.25 647.47 T A44-CB CP p 3413
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� �� x e, 656.93 ♦ w �----
� 656.65 ° e �° e e ° 0 S a ~� 649.32 A42 B '� -
w 657.26 56 TOWN OF W AW -
7 PUBLIC R/W A16-CB � 4, °
I , .µ ,.� � 653.51 � D ,� ° °° ° � R TAINING WALL - 63i:os ew f 655.23
A5-CB J: =, LP: 655.46 M • T " 649.79 a ° /, (B�R � 641.06 TW �
0 �
658.53 I $S _ ?� A10-JB .... n a i / LP: 633.93 634.95 BW ( .)
HANDRA REQUIRED OR RETAINING WALL T�1(P.
A6-CB 4 i�C ,� m 6a9so 6aa.9a 64s.00 6azso / Ci-H
T T T D LP: 651.20 A22- B / 641.96 TW
656.95 656.58 6$� LP: 649.97 650.00 6rJ0 634.06 BW r
° ° ° LP: 654.88 654.88 � 653.50 652.00 652.00 / /
657.16 All -CB 4-CB a y�O 27 Q 653.50 653.50 ��� 635.00 TW
_ ,�/�
656.78 �o Al2-CB 652.74 / 634.88 BW
Pad = 663.09 4b I
_ 31 15 CP F 663.09 BASEMENT \
"'� % I 21 � 20 19
C11I PAD EL. A13-CB 6s7.o9 23 7 22 PAD EL. PAD EL. /
22% 657.51 h LP:65 .45 652.74 PAD EL. PAD EL.
2 26 PAD E . 652.00 00 .o N 00
LP: 65 'AS .0 6 3.50 652.00 rn /
3 4% 653.50 6WO � I2.41% ° F 657.59 Pad = 663.09
30 663.09 BASEMENT
PAD EL. I I
r 35 34 33 32 I a 657.51 P 0 CNCST IRS 25 651.7a 3%
36 PAD EL PAD EL. PAD EL. PAD EL. �•°�% T' (BY OTH ) 658.09 I 664.09 Pad = 664.09 � ,° �
PAD EL. 658.67 29 - _
658.67 �'� BASEMENT
659.67 658.67
I 659.67 co 5.360L 6 D.55 � 653.74 3 7% I `'�° �� / � JOHN WIGGS � -
15.55% ° 664.09 24 3e am ion � � PARCEL #06141016
�m 1 w1 5 658.59 Pad = 664.09 N a
u 5.59% 28 BASEMENT �! �' .oa - ' DB WAXHAW
Z I 665
° oc 5.78% ° PAD EL.�I/� - - # aI WAXHAW ZONING: NC %
., 658.55 I ' 658.10 658.12 I - >
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w 6`,f` 54 q.x
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656.34 � � i�� LP•655.22 � � S O
fi 5S S 5 a 658.23
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♦ $ - n & d"�,a eri°e.i '^°� a°�' . HP:654.12 <
eMn'n n a N,N •v en i.. } I 58
1
I I HP:656.08 I I 14 15, 16 � .17 � / ...
I�+ I 10 11 12 13 I I PAD EL. P D EL. PAD EL:_ a AD EL. /
I W EL. ? .A 51,32,
3 Ir 7 8 9 I O ' PAD EL. PAS EL. PAD EL. PAD EL. I I 65 .32 652.82
654.32 6 2 82 - /
6 l8b I 658.44 658.44 656.94 656.94 ? /
2 3 4 5 PAD EL. PAD EL. PAD Eft, , A19-DI 7
1 PAD EL. I I PAD EL. 57.10 658.10 658AR I 6' 0 1, 655.32 I /
PAD EL. PAD EL. PAD EL. I I 657.10 " \ I 51 OA A17 STEM I I R/W Rf W Rf W
PAD EL.
657.60 657.60 656.60
656.60
ROOF DRAI AGE FROM LOTS
I
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LP: 652.53
HDPE 2
SDE
R/ W
657.60
6-9 TO CON TO PIPE 2-A3
o
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64
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1
- R/W-`
ROOF DRAI AGE FROM OTS
T
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6S6
m i
ss
°HDPE
653.79
653.85 651.22
6so.ss
R/
A18-YD - - _ R/W W
TO CON�N TO PIPE -A3
I
LP: 654.58
I
'
657.74 656.55 '
656.4a
652.29
651.85
\
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Al-YD
° 0, 1 "1
A2-YD!
u
DI 5
- RIM
�� HDP
5
A3-DI
'20'
F5-DI 60" OAK
f a j
649.47
I
15" H
I
e
LOTS 14-18 I, W- -�
z GRAVEL
m
20 MPH SPEED RIM:
!L•
1•
LIMIT SIGN INV(IN): 637.99'(MIA6)5" P
•TOP 1
STORM PIPE
F BURIED INV 64712
WAXHAW
INVESTMENTS, LLC
PARCEL #05113039
DB 1972 PG 614
M 644,5's
Fr -qq -R.Al,
I_
15"RCP
INV: 647.10'
I GRAVEL GRAVEL
I DRIVEWAY DRIVEWAY
6' WOOD
PRIVACY
FENCE
I
I
rl �
y
MILL R A -
50' PUBLIC R W-
-R W w77
w.. .... N
GRAVEL
DRIVEWAY BUSHES
SITE TEMPORARY PLANTER yJ
B RK AREA V
TOP OF NORTHWEST Z
FLANGE BOLT OF EXISTING W
FIRE HYDRANT
ELEV: 655.93'
d
Z
654.14
MC�NECT TO IPE A17_A38
m. Wye W ___-------__`
...
✓•• •' R/ 1
653.90
- - - - - /W
R
... .•� -,
R/W-- �% EX. CULVERT
�WM R W f - RPN � LOCATION APPX.
R/
"CONCRETE GRAVEL
DEWALK DRIVEWAY /
ROOF DRAINAGE FROM LOTS 30-13
TO CONNECT TO PIPE A36-A18
\ V
LEGEND
SIDEWALKS EX. CATCH BASIN & PIPE
CB #12
STMH #18
RIM:620.84'
RIM:623.63'
INV IN:606.46'
INV IN:617.03'
(UNABLE TO OBTAIN PIPE SIZE
18"RCP (CB37)
AT TIME OF SURVEY)
INV IN:617.53'
(NORTH) INV OUT:606.41'
15"RCP (CB203)
36"RCP (STMH 16)
INV IN:615.43'
QTKAW V°i r,
15"RCP (CB202)
EX. STORM DRAIN & PIPE GRAPHIC SCALE
PUBLICLY ACCESSIBLE RECREATION SPACE
PROPERTY LINE 40 0 20 40 80
SSRW SANITARY SEWER RIGHT OF WAY ADJACENT PROPERTY LINE
STORM STRUCTURE INFORMATION SIDE STORM DRAIN EASEMENT _ _ _ _ _ - SETBACK LINE
IN FEET
ABBREVIATIONS: EX. GRAVITY SEWER ()
1 inch = 40 ft.
CB #23 STMH #27 &B �37CATCHBASIN PER NCDOTSTD. DRAWING NO. 841gjjSH EXSIW�TRC971�_ EP9TLIINNFORMATION
D U CATCH BASIN PER DETAIL SHEETC10.7
�C_ C_ EX. GAS LINE
RIM:635.74 RIM:635.38 6�:�2� INLET PER NCDOTSTD. DRAWING NO. 840.��,,JEETO�O 50 E GR � ELECTRIC LINES #
IY.��DII S Y T DRAIN BASIN PER DETAIL ON SHEE C11°°aa.1L S S M H 2
INV OUT:632.21 INV IN:629.58 &V =IN:Z 1 OR ®BT�TNE� T EX. IOhhV��ERHnEArr ELECTRIC A 1 I1 �7ZZ
1 OX PER NCDOT STD DRAWING N0.8 R 34 - 30. E�W�#T�ttFN EO 6' RIM : 6 34.6 7' � �
„ yp FE „D= F E Dr1S CT ION PER DETAIL SHEETC10.3
15 RCP (C B 2 4) 15 RCP (C B 2 8) C P 0 L� �w OL STRUCTURE PER DETAIL SHEET-0-V E O F S U R V E� x x x E C t
p uH�Wu - HE DWALLL P NPOT STD. DRAWING NO.838.80 -SHEET C10.5 '�f� 1" �N : 6 3 6.2 6 INV I I I µ y, $ ,
INV I N : 6 3 3.3 3 WV � U � EIN6kibbkiCRETE PIPE (CLASS III UNLESS 0��{���IS�Ib��D( 0 2) e � � �\ � (� u � 1 I r 4 rL.
DI # 24 HDPE, = HI H DEN ITY POLYETHYLENE PIPE. ADS N-120R EQLLAL*. w cam; w CAVITY S`ErWk�$e'IVIAkNHOLE
15 RCP (C828) 18 RCP �STN�H 18� 15"RCP STMH 18 (�}I JT:635.94' INS**� � Dy�g� �
RIM:633.23' INV OUT:629,51' } F16�YDR'W iath l4na$1�1 ~s
INV IN:630.46' CC A CB #200 WWIN �$, VH22) 8 PV=e == )
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLYTHE MILL ROAD,
NC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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C210047
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DRAWN BY:
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DATE:
05-10-2022
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ABBREVIATIONS: LEGEND
CB = CATCH BASIN PER NCDOT STD. DRAWING NO.840.02 - SHEET C10.5
DCB = DOUBLE CATCH BASIN PER DETAIL SHEET C10.7 SIDEWALKS
DI = DROP INLET PER NCDOT STD. DRAWING NO.840.14 - SHEET C10.6
YD = ADS NYOPLAST DRAIN BASIN PER DETAIL ON SHEET C10.7 PUBLICLY ACCESSIBLE RECREATION SPACE
JB = JUNCTION BOX PER NCDOT STD DRAWING NO.840.31 OR 840.34 - SHEET C10.6
FES = FLARED END SECTION PER DETAIL SHEET C10.3
CS = OUTLET CONTROL STRUCTURE PER DETAIL SHEET CS.S DI DROP INLET
HW = HEADWALL PER NCDOT STD. DRAWING NO.838.80 - SHEET C10.5 CB CATCH BASIN
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL*. RCP REINFORCED CONCRETE PIPE
k yI
FES FLARED END SECTION
-�
A/\_-'\_ SSRW SANITARY SEWER RIGHT OF WAY
SIDE STORM DRAIN EASEMENT
k_ EX. CATCH BASIN &PIPE
EX. STORM DRAIN & PIPE
E6-EX FES FES PROPERTY LINE
INV: 617.01'
4"RCP (STMH2) STM MH3 ADJACENT PROPERTY LINE
RIM 626.54' SETBACK LINE
a INV(IN) 617.39'(CB2)
u EX. GRAVITY SEWER
oC INV(OUT) 617,29'(EES)
.••••••••• •••• U�U�U�U�U� EX. UNDERGROUND TELEPHONE LINE
�C_C_C� EX. GAS LINE
RjW �j RjW � �R W W R W EX. UNDERGROUND ELECTRIC LINES
/ / � R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
E5-EX 1B
W-.rc ,....... x °�
R/ CONCRETE SIOWA� - ELECTRIC
��, "� EX OVERHEAD
-' EX. WATER LINE
62r,q J W
-KWA i - - x x x EX. FENCE
30" CURB & GUTTER (TYPICAL)PATN'
~CB2 cc WAAW PAR Y --- w w WATER LINE
s RIM: 624.38' W CONNECT TO EX CATCH BASIN ACCESS AY L
= 120' PUBLIC R/W --- - p - GRAVITY SEWER LINE & MANHOLE
INV{IN): 620.13{D13) '- � IGRAVEL ACCESS
624' - INV OUT:619.03'(MH3 PCI PG 443 _ ~
GR SS
E4-EX CB 625.37 .M BIVEUY FIRE HYDRANT
l_ 4 30' CURB IGUTTER (TYPICAL) 625.77 626.08
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H1 I EQUIR D FOR RETAININ WALL (1YP.) /° " 647.04 116
/ / PAD Et. 115
/ 645.70 TW / ,,. 1 • 647.04 D S / / \ 6` 6S6 € / r / I
644.02 BW " .{ s d� ti ae 647,04'
/ 647.91 TW 648 T /
641.75 BW B8-C HP: 446.87 / \ %1
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I I D 620-F 5 http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLYTHE MILL ROAD,
NC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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JOB NUMBER: C210047
CHECKED BY: BHE
DRAWN BY: BHE
DATE: 05-10-2022
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N- Al �. 0.04Ac 0.07Ac I 0 MH INV:648.60
DL 5 0.09 Ac I �y J J A18-YD W- -_ RJ _... I A2-YD - R J
RIM 649.47 Al-YD
t SSMH 4
t
_.. _._.. _ - RJW /' RIM: 652.45'
INV(IN): 647.55 �" A19-DI
0 0 - r
G�tEL INV(OUT) 647.42 J A17 YD - IN (IIlU 6 - \ ii INV(OUT): 645. Q'(MH )JW
e
JW�
RJW - --
- - - -Li I
l .
--- -�� _ _ w
W/
r f PUBLIC RIGHT-OF-WAY - -
ONCRETE GRAVEL EX. CULVERT r`
LOCATION APPX. r.r
4 DEWALK DRIVEWAY i
.� GRAVEL mw }• W _ r
-"
1 _ ..............
-_..._...._ CP
DRIVEWAY,� INVR647.10' y T} ~+
20 MPH SPEED J� RCP -
LIMIT SIGN GRAVED SSMI�6 j /
SSMH 7 TOP OF BURIED RAVEL DRIVEWAY BUSHES PLANTER RIM:-
"~
T{Dt2M PIPE I DRIVEWA� GRAVEL A INV(I ): 639.89`(MH5} /
�_... r
RIM
65M46,) 6' WOOD DRIVEWAY INiV(I }: 639.54'(SOUTN) '; �' � 0000
tt'r
INV(IN): 637.9�3'(MH6)_ . "•-' 15" RCP l PRIVACYt
SITE TEMPORARY INV(� T): 639.41'(MH7� , t
INV(QITT, 637.79'(NORTHWEST) INV4.12--, I FENCE f
ti BENCHMARK r.
TOP OF NORTHWEST 000,
~ FLANGE_BOLT...._OF-€XISTING _....._...___.... '� ;t
"
\ r '1. _..._. ...FIRE HYDRANT0000
­.-"~" , � STORM STRUCTURE INFORMATION
�r ELEV: 655.93' /
2Y..'CpNS7RUCTt
LEGEND
SIDEWALKS
PUBLICLY ACCESSIBLE RECREATION SPACE
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
l
FES
FLARED END SECTION
SSRW
SANITARY SEWER RIGHT OF WAY
SIDE
STORM DRAIN EASEMENT
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
PROPERTY LINE
- -
ADJACENT PROPERTY LINE
- - - - - -
SETBACK LINE
EX. GRAVITY SEWER
JZ--- JZ--- JZ--- JZ---
EX. UNDERGROUND TELEPHONE LINE
CCCCC
EX. GAS LINE
-
EX. UNDERGROUND ELECTRIC LINES
EX. OVERHEAD ELECTRIC
W
EX. WATER LINE
x x x
EX. FENCE
t'
w w
WATER LINE
-
GRAVITY SEWER LINE & MANHOLE
FIRE HYDRANT
CATCH BASIN & PIPE
DRAINAGE AREA BOUNDARY
a
ABBREVIATIONS:
CB = CATCH BASIN PER NCDOT STD. DRAWING NO.840.02 - SHEET C10.5
DCB = DOUBLE CATCH BASIN PER DETAIL SHEET C10.7
DI = DROP INLET PER NCDOT STD. DRAWING NO.840.14 - SHEET C10.6
YD = ADS NYOPLAST DRAIN BASIN PER DETAIL ON SHEET C10.7
JB = JUNCTION BOX PER NCDOT STD DRAWING NO.840.31 OR 840.34 - SHEET C30.6
FES = FLARED END SECTION PER DETAIL SHEET C10.3
CS = OUTLET CONTROL STRUCTURE PER DETAIL SHEET C5.5
HW = HEADWALL PER NCDOT STD. DRAWING NO.838.80 - SHEET C10.5
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL*
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLYTHE MILL ROAD,
INC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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MODIFICATION LOG
JOB NUMBER: C210047
CHECKED BY: BHE
DRAWN BY: BHE
DATE: 05-10-2022
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DRAINAGE
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SHEE7: C493