NCG140535_Hovis Grading Plan_20240219

FINAL APPROVAL 4/5/2023 / / \ / /
\ \\ \ I DB:71 OAP .:930/
I \ PIN:063- 14-39
- PROJECT NUMBER: LDX-2022-0005a l I I \\ ZONIN I-2
CHARLOTTE \ 1
GRADING PLAN NOTES
ENGINEERING I � \ / \ \ 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT
P SO / DETENTION / DRAINAGE PLAN i I � � I I J \ \ ✓ // / ^�^ � � \ \ \ FINISHED GRADES. • • • Idesign
�� � \ � 2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK,
EROSION CONTROL Peter Rod 'I �i I I I / I \N AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR
I I ^ ^ PRIOR TO GROUND BREAKING. master planning . civil engineering
J co I I I I I / - (789)_ - - - \ 1� / / / /I I I 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OF urban design . landscape architecture
URBAN FORESTRY Vincent C n /o - _
TREE ORDINANCE I I I ' - /� / / / / / // / DESIGN WHEN OBSTRUCTIONS OR GRADE DISCREPANCIES 919 berryhill rd.ste 101 .charlotte nc 28208
EXIST THAT CONFLICT WITH THE INFORMATION SHOWN ON 704.332.1204 . www.dpr.design
■ \ / / / THE EXISTING CONDITIONS AND PROPOSED PLANS.SUCH NC Firm License#C-0560
DOT Travis M II i� I I / I � � / - / � / / // // /// / / / CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
CLIENT/OWNER
/ / 15 `` ATTENTION OF THE CIVIL ENGINEER AND/OR OWNER'S
NOTE: THIS PLAN APPROVAL DOES NOT �� I ' / - \ \ STAG CHARLOTTE 4 LLC _BLOCK MUNT /
""_ � J HOVIS ROAD PROPERTY LLC DB:29388 PG.:5 / / / MB:8 PG-371 REPRESENTATIVE FOR RESOLUTION.THE CONTRACTOR STEVENSON-WEIR SOUTHERN CONCRETE
I CLUDE CHARLOTTE WATER. FOR MORE ^, M D6:27952 PG.: - _ _ PIN:063-114-41 ' / PtN_063-114-3Z / 1523 ANDERSON RD.S.
rn PIN:063-114-38 / / / / ZONIN :R-5 SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY ROCK HILL,SC 29730
I FORMATION, PLEASE CALL 704-336-5499 n w ZONING: I-2
O VISIT http://charlottewater.org / �� ZONING:1-2 p' 9 � / `°' ^�.1 /I �-- / / / REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. PHONE:[phone]
NOTE: THIS PLAN APPROVAL DOES NOT �� / / hg91 \ / (789)_ / �� / / 4. THE CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF PLANT MANUFACTURER
INCLUDE COMMERCIAL ZONING. ALL BUILDING j / / / (7S8) RETAINING WALL \ - - EX.RETAINING WALL / / ' / / / TREYCO MANUFACTURING,INC.
PERMITS AND ZONING APPROVALS CAN BE l - (TO REMAN) - _ SEE ENLARGEMENT-THIS SHEET (TO REMAIN) _ / I ' / EXISTING MANHOLES,STRUCTURES, METERS,VALVE COVERS, 1500 CHESTNUT ST.
OBTAINED AT MECKLENBURG COUNTY CODE I / / / / _ _ -/ BOXES, ETC.AS REQUIRED TO MEET NEW FINISHED LEBANON PA 17042
E FORCEMENT. PLEASE CALL CTAC AT SD __ - - - - - - - - _ - _ JUNCTION S,
7 4-314-CODE(2633) FOR MORE INFORMATION. / / - 787) - r / / / GRADES PHONE:[phone]
//LOT 14
I I / BLO&24,WESTMONT SURVEYOR
I MB:8 PG.:371 / 5. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE
NOTE: SCHEDULE PRE-CONSTRUCTION MEETING 7s7.a 7 5.9 - I X X I I (Pw:os3-114-31 R.B.PHARR&ASSOCIATES,P.A.
A LEAST 48 HRS. PRIOR TO ANY LAND I I �� _ _ I - = X �- X N I I I I ZONING:R-5 PROTECTION OF STRUCTURES,UTILITIES,SIDEWALKS, 420 HAWTHORNE LN.
D STURBING ACTIVITY USING THE ONLINE I 00 VW I / EX. TORM SEWER N /
F RM FOUND AT htt //charlottenc. ov/Id I I I 7 s.a 7s7s 7 5.$ ) Z I I I I I PAVEMENTS,AND OTHER FACILITIES FROM DAMAGE CAUSED CHARLOTTE, NC 28204
P 9 7 3 / 788.2 787.8 / 785.7 ' (TO REMAIN / I I / / PHONE:[phone]
i EXIST.BLDG. � \ m BY SETTLEMENT,LATERAL MOVEMENT, UNDERMINING,AND
FFE:786.26 �- PROP.LIMITS OF DISTURBANCE m /
784.SRIM ' (TYP.) \(788)- + / / I I I / I WASHOUT. ARCHITECT
7e62 / �� / VINYET ARCHITECTURE
/ 9s9. ' l l l �� ® 1 1 Jf \ 6. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO
\ �� 786.4HP 785.E \ J �c / 312 K HILL,SC 2 73
/ a - - - - / I ( LOTS THAT RUNOFF WILL DRAIN AWAY FROM BUILDINGS,ACROSS ROCK HILL,SC 29730
I � 00 ^ BLOCK24,w(ESTMONT I PHONE:[phone]
m - - - - I MB:8 P .:371 PAVEMENT AND/OR LANDSCAPE AREAS TO NEW OR EXISTING
794.E / /^ / I i / PIN:063- 14-30 GEOTECHNICAL ENGINEER
783.4RIM ' 1 (j87) `�a61 / / /I I I I ZONIN :R-5 I STORM DRAIN INLETS, DRAINAGE SWALES,OR OVERLAND
\ / r� m / l ® 1-2 - SHEET FLOW. 1300 S. MINT ST.
1� 7as oTw - / - � l - / GEOSYNTEC CONSULTANTS
7952 , v 788.00TW/BW 786.OBW� 788.oTW �(787 763) \ I 7. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND CHARLOTTE, NC 28203
784.OBW / / ✓
K&L PROPER IES LLC - i PHONE:[phone]
/ 7 .5 D : 32949 P : 539 / X i i I PLACE,COMPACT,AND MOISTURE CONDITION ALL FILL PER
ID: 063 114 42 ° 0 ° - / THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS.
� RrI � '` / � / / / / CROSCO COMPANY I
6.59 A 7 / / MB:5 PG.:5 I I I I ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE
ZONING: -2 � I 0 / / / / / DPIN 0631G4447 \
O / I ' I PROJECT GEOTECHNICAL REPORT.
O ( '� j _ J I -I / / ZONING: 2,I-2(cD),1-1(CD)
794) ^ V /
\ mI ` / r / \ D o J /� - / - / 8. ALL FILL MATERIAL SHALL BE APPROVED BY THE PROJECT
00
,, / / GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
a g1
\m , 9. ALL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS NOTED
a M %x 2� / / / ` I I ( OTHERWISE.
Fa ai'm Cn
/' -' I � 1 -D l 7 )
O p / I m J °00 I \ / I / I I I 10. COORDINATE APPROPRIATE SLOPE STABILIZATION ON ALL
/ I 788.OTw 788.OTW 788.OTW _ I 78(.0 ,,, / I I i I I I I I SLOPES STEEPER THAN 3:1 WITH PROJECT GEOTECHNIAL
/ � 788.00TW/Bw 785.0BW 7s4.06W 784.0BW 7s3.orw ENGINEER.
/ I // / 784.5Bw O� ro
/ / I (792) / / STORAGE /v 11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
TRANSITION BACK TO EXISTING GRADE.
1
STOCK STOCK STOCK STOCK B&N TRUCK&TRAILER REPAIR INC /
/ I I I I I I I I 12. LIMITS OF CLEARING SHOWN ARE ON GRADING PLAN ARE
I I r PILE PILE PILE PILE \ 784.9RIM DB:30507 PG.:161 /
- I ' IIONING?/I-z/ I I I I BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS
/ \ 791) I (�aD)-� OR OTHER GRADING REQUIREMENTS.
/ PROP.LIMITS OF BATCH R
I ( II I II II II
/ I DISTURBANCE(TYP.) / \ 0^0 \ I 13. COORDINATE ALL CURB AND STREET GRADES IN
®®� 784.3TP INTERSECTION WITH INSPECTOR.
/ < 788.OTW 784.3TP \ I v N
/ 18Fj786.OBW 785.OBW/HP V 'J .�.. .I�.
CID
A I I 14. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM
786.5 783.5TW OF 0.5%SLOPE ON ALL GUTTERS/FLOW LINES.
o v
/ (790) ` / 771 oBW 1 o I 15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO
w= N w D ���_ ��„ /783.OTP 1 (780 I / / / / GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
- I / / / \hgOl I I / WARRANT OFF SITE GRADING, PERMISSION MUST BE
WA H PI BATCH / / /I OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
HOUSE
�g5 0 o FFE:784.30 \ / / / I I 16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF THE STATE
/ 85.01TP/H E �- VICINITY MAP
/ 784.6TP/ME I \ 783.OTP o r \ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
784.9TP/HP/ME Q 784.OTW � tn� � s / I I
/ 784.6TP/ME DRAINAGE AREA �\ \771.OBW o ?80 \ (7,9)
(� 784.7TP/ME
784.8TP/ME DELINEATION TO
784.6 WASH PIT �LP
-T 784.3TP/HP
�1a91 784.7 784.E 84.10HP(TP 784.3TP/HP \ �(785)�
785.1ME
785.0TP/ 0LLJ
1.5%
86.3TP ME O 783.1RIM _(784
/ 1-7 783.8RIM 1.0% 1-c4
/ I (784) 85.1HP 783.2RI 783.5
O X
2.0% 784.9TP/ME '\p 783.2
\ 784.9TPiME to EX.STORM SEWER \ /� ---(783)
/ I (TO REMAIN) I I
786.4TP 783.1 I /
C 785.1TP/ME
U7I I86.v E 4 --- 8RIM 784.4RIM
786.3 f 4E ti �E of � _(782)
G 765zrErM - - G G - G G of J i /
1 .4 �✓or / /
V v \ / 1 aO L F DRIVE PROJECT
/ G�
/ J 60'PUBLIC R/W J01<1
/� HOVIS
/I v PROP.LIMITS OF GRADING(TYP.)-J
-� - - - - \ \ CONCRETE
No
PLANT
N
5010 HOVIS ROAD
CHARLOTTE,NC 28208
0) PROJECT NUMBER
LEGEND 22046
CD \ (XXX) EX.CONTOUR A n n LIMITS OF DISTURBANCE DATE
I 03/27/2023
N
U XXX CONTOUR
EX.OVERHEAD ELECTRIC
�o X E - E EX. ELECTRIC ISSUED FOR
XX.XX SPOT ELEVATION
ON 86.27TC , % SLOPE CONSTRUCTION
G G EX.GAS
REVISIONS
/ 86.27TC �IF STORM PIPE W W EX.WATER
Cf) NO. DATE DESCRIPTION BY
85.77TP 85.77TP 85.77TP 85.77TP CURB INLET SS SS EX.SANITARY SEWER
STORM MANHOLE -UT UT EX. FIBER OPTIC
FLARED END SECTION
0
SD SD EX.STORM SEWER
� \ c \ YARD DRAIN
I � In
r ABBREVIATIONS
TC: TOP OF CURB
- TW: TOP OF WALL
U TS: TOP OF STEP
TP: TOP OF PAVEMENT
- BW: BOTTOM OF WALL
HP/LP: HIGH/LOW POINT
RIM: DRAIN GRATE
U ME: MATCH EXISTING
� 86.07TC 5.57TP0 D
VANVAN
n 85.80TC -0.000 85.52TP 86.02TC
85
PROJ. MANAGER: HN
o DRAWN BY: AF/BL
U
CHECKED BY: HN
A-8-5-45TP 85.45TP 85.45TC/TP
O SEAL
O
7t
O
\\\\\\\\\\ ��IIIC IAI II/�/O�
N G -1.5% FIFE:85.57 0� °�S S °
CD
/ = SEAL
> - -
030523
°F
.yy
Cn
o
U
85.30TP 85.30TC/TP
0
DSCALE
x SCALE:1"=5'
AS INDICATED
85.75 P 86.25TC 0 2.5' 5' 10,
Q DRAWING
O
o GRADING PLAN
ry
i ENLARGEMENT - ADA COMPLIANCE
U � PLAN SCALE:1"=40'
0 20' 40' 80'
O �� ■ 00
n
ORIGINAL SHEET SIZE:30"X 42"