SWA000168_Plansheet BM - Grading Plan_20221103

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STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED
CONCRETE (RCP) UNLESS NOTED OTHERWISE.
2. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH
CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC
GASKETS UNLESS OTHERWISE NOTED.
3. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
4. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR
BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE
MATERIAL.
5. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE
STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED
TO 100 PERCENT STANDARD PROCTOR.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
STORM STRUCTURE TABLE
STRUC. #
TOP
INV.
DESC.
FES100
325.29
321.40
Flared End Section
FES101
326.79
322.50
Flared End Section
FES200
282.71
281.00
Flared End Section
FES201
285.21
283.50
Flared End Section
FES300
274.71
273.00
Flared End Section
FES301
276.21
274.50
Flared End Section
UTILITY SEPARATION NOTES:
MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:
2' STORM SEWER/OTHER UTILITIES NOT LISTED
2' WATER MAINS (POTABLE WATER OVER POTABLE WATER)
2' RECLAIMED WATER LINES (POTABLE WATER OVER RECLAIMED WATER)
T FINAL EARTH GRADE
2' SANITARY SEWER
CROSSING A WATER MAIN OVER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 24 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
CROSS A WATER MAIN UNDER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH WATER
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF
CROSSING. THE DESIGN SHALL MAINTAIN VERTICAL SEPARATIONS TO SATISFY STATE
MINIMUM REQUIREMENTS WHERE THE DUCTILE IRON PIPE IS USED TO SATSIFY THE HARNETT
REGIONAL WATER REQUIREMENTS ABOVE.
MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:
3-5' EDGE OF PAVEMENT
5' STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED
10' SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED LINES
10' ANY NON -PERMANENT STRUCTURES OR IMPROVEMENTS
25' ANY BUILDING FOUNDATION, BASEMENT, SUBSURFACE STRUCTURE
30' ANY SWIMMING POOL
LATERAL SEPARATION OF SEWERS AND WATER MAINS
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL
SEPARATION, IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 2 FEET ABOVE THE TOP OF SEWER
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST 2' ABOVE THE TOP OF SEWER.
GRADING NOTES:
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48
11.A PRE -CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF
HOURS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY
ENVIRONMENTAL Q
QUALITY MUST BE SCHEDULED PRIOR TO ANY WORK GRADING OR
DISCREPANCIES TO THE ENGINEER.
INSTALLATION OF EROSION CONTROL MEASURES.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY
12.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO
RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS,
MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO
ETC.).
MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE
THAN A 1:50 2.0 /a SLOPE FOR THE WIDTH OF THE SIDEWALK.
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO
13.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER
CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
PRIOR TO PLACING ANY HARDSCAPE SO THAT A SOLUTION CAN BE FOUND.
4. ALL PROPOSED SIDE ROAD SWALES, DITCHES, CROSS PIPES AND DRIVEWAY PIPES
14. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT IT
SHALL BE PROTECTED BY EROSION CONTROL MEASURES AS SHOWN AND SPECIFIED
SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE
ON THE EROSION CONTROL PLAN.
TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED THAT
SHOULD BE TAKING INTO CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE
5. A P.E. OR AN R.L.S. SEAL IS REQUIRED ON ALL AS -BUILT IMPERVIOUS SURFACES.
GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
6. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THE
CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE ENGINEER. THE
15.ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION
CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN ANY
AFTER STOPPAGE OF WORK EACH DAY (SEE DETAIL SHEET).
UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY OTHER PROPOSED OR
EXISTING STRUCTURE TO THE ENGINEER.
16.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN UNDISTURBED
UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING AND EXISTING TREES &
7. A LAND DISTURBING PERMIT ISSUED BY NORTH CAROLINA DEPARTMENT OF
SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION
ENVIRONMENTAL QUALITY WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
SHALL BE REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
LAND -DISTURBING ACTIVITIES.
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
8. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,
17.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE GRADING CONTRACTOR
SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
9. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
DIRECTED BY THE EROSION CONTROL INSPECTOR OR THE ARCHITECT.
OWNER'S INDEPENDENT TESTING LABORATORY.
18. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
10. ALL SPOT ELEVATIONS INDICATED ARE AT EDGE OF PAVEMENT UNLESS NOTED
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
OTHERWISE. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE
AREAS.
t ^ \ 10x70 SIGHT DISTANCE
J\ ` ' -/A 1 °� rN1,ARGA�f�ET TAI LOR ROB/At TRIANGLE, (TYP.)
J \ M�fRGG 4RE1TTAYtGR ROBI�SQN t • \ \1 / - c o
950; PG: 534 \ s
DB: �p \414 \ M^ \\ \�✓ ` \ \ ^ I l , I I I III i +II 1 I I r,
T t \ ^ E; S�: �7,7B / ,' 11 I
06.:- �! 1 \ DB: 9'5OpPG:,9528 \ „ - �- EXISTING FIELD LOCATED \ \ _ \� \ 1 / / 1^I I� \ If/ / ' \ 30' STREETSCAPE
29° / / / ' % gas ' \ \ ` \ /( MAP NUMBER 2 6l- 20 ` I ( ) - _ _. ^ 11 l I
_ & WETLAND 0.77 AC. I BUFFER \ I 1 I I 1 \
/ f - / \ °° - - \ \ / \ \ \ \ 20' PROPOSED _1/ 1 \ \ ^ \ I ,
HARNETT COUNTY / / / 25' REAR YARD \ \ ^ \ \ \ \ \� \\ \ \ // \ \<</ \ \ / \ / 11
\ STORM DRAINAGE 0 1 \ a ign
, / / J ) `.� / \ \ \ \ ` \ \ - .- - \ ,^ / Ro� Sig 11 /
/ J / 30 PERENNIAL - / - - - - SETBACK, TYP. \ I� \ \ \ r\ a L \ i\\ - _ t `.
\ - t 1 ( \, _ , ^ - MAIL KIOSK
/ '/ \r _ to I r1J 1 I I / \ - \ \) fJ' \ \` // l \ \ y r EASEMENT _ \ `(- 32sv - 0 J 111111\ 1 I
J / \ t STREAM BUFFER
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/ - _ - - T _ - - - - -_ ~ ter\ - - =/ - I \ \ VELOCITY
/ - e e e l e / i Y \
/ l _ / - / - I/ ' /� r \ \� \,` r�� r r ` IR,� > 1 \ \ + DISSIPATOR PAD
I ' / / I r - - �\ - \/ \ `O��`li 9'(L)x5'(W)xl8"(D) (MIN.)
3:1 SLOPE \ - � - l / f � �- / \
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\ �/ / / i- - e /rye /- ¢ �. a �� e1
PREFORMED SCOUR HOLE �) ,� j / ' / / / - , /F r \ ---� - r 7304.4 SQ F CLASS B RIPRAP
/ / / \� _ \ r/r � S� !� e e , \e \ a �e / t / I J 1 / - > / / /_-// - I I \ \ \ EX. 18 RCP
/�.! - r � r\ r r �'�DISSIPA. r 1 \ / w ,I I I5'(L)x5'(W)x2'(D) WITH 2:1 - ' � � ti,� � / / � /_/,..� � SIDE SLOPES LINED WITH %'_ ' / - \�! C -= �\�/ / / / r / ' / J \ / / r /r \ f 20 (L)x10.5 (\ -
!1// / ' / / / \\/_ / _\ \ r/ _j C,/ r r k� r / % r r 1 e � \ INV IN = 330.49
CLASS B RIPRAP _ ' \ \ / / / / / 1 / / / / / tl
/ \ \ / , / / // / /" / / - _ \ r e t e t' r \ - �\ e I J ��'e E o / _ \ _ CLASS 3r \ _ /e e e _ __/2 / 3z3 2 2 \ a 32 I IIII ( INV OUT - 329.21
/ _ / e 2 a l a\ I 1 LEN _
TIERRA HOLDINGS, LLC - 12 \ \ I / - ^ - _ - \� r-- - -r /, ` = r _ \ ^ / _ _ r ' `e 2 3 ° 33o II III SLOPE 4 2 88%
20' PROPOSED / ' 1 ' / ' _ \ ` - ' ' -
DB: 3974;PG: 232 \ -- - °s g I I/ ° / o ^//=�� - v
\ STORM DRAINAGE , r 21 J I V /8%4$.80 SQL. PST. ti / / / ° 19 _ FES100 3z7 32i 330 / ` o/ I111 I ti
M8: 2021; PG: 448 J ( I ' / , \\ \ \ '�' \ I / 10' SIDE YARD �„ - / - / / 2O-vim \ 2 326 - titer \ I\\I
EASEMENT ' s �T $° / ` / ( / /0.8� PCC J i I I / / / ' \ \ \ I ' '
5 � \ ° 35331'S2,SQ. F1f. °`� / I / 1 \ / / ' S^ ^ � w /
/ ' / / ' / s° \ \ \ 1 I J I I ) J erg° SETBACK, (TYP.) , - - / \ �/ - / „ _ \ / g ��" / 6 \
0,$"i AC I ., \ / I \ / ' g2 /32 ' OPEN SPACE
-'r/ r \ I / (/ / / / / , / / / / 3.5475.80 SQ�Rt\ / i ► I O , - / - ' r- / t 2 f CD r
HARNETT COUNTY l / Ir % l / I ( / / r / c / / / / / J J I ^ - t \ \ _ 5° O 3 \ w
30' PERENNIAL ` �a / ( / 0.81 A� ( ti J / 37$4 6`SQ. FAT' , - \ / ' ^ , - /�25 / '6�J83'0 AQ (FT O jo I�\I,�� 0
/ e o �� J l / / / l \ l / \ ( ` J ( ' f - 16 / ^I ' ' / t 26 4 / / `� I , 1
/ r ( �, r(� ' I / FES200 10x70 SIGHT DISTANCE I / J / I / , / / / ( \ \ \ \ r �/ I I �8 AC ^ p / /�310 51/S%. FT. ` J� g / ,ti/ 2 FES101 / /� \
STREAM BUFFER o _ \ 3 ✓ \ / \ I \ _ _ - 1 W
/, r / N `�� ./ \ / I / / f J / 30242.38 S(. F/T. -0.74 AtG- /� / t , I M , e I C
- / r r I k rl 1, I TRIANGLE, (TYP.) ,i \ / / I / / I /1 ` - - ' / / / j 1 / uA II r
a / / / I / \ ) _ / 32 � Dirt Drive
%k1r e e I / ti % / \ \ \ 1 \� b / ( / \ / / / / _ J / �V J v ( f<-_ / / / I / All \'
\ / \ 1 I 1 / f' J / / / ✓- 32 - _II�tll 11vel Drive
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RIFFO / -( ) J / �, 325- y 3 / _ �ti \ �� �1 , 8 / / I \ II I
k A� / / / l 290 h o 3os 1 ( N w / / f V _ ,)�V / �/ 1 I \ ( \I J 1I
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115
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r q r \ a ti FES301 / / / / / / % I I I I I 1 I I 35 FRONT YARD I ' � /
I 0 1 o I( / 1 I l / l l l l I I I ( (
r 1 r I �' I I ^l\ l SETBACK, (TYP.) /
I
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_(/ ti / ( ( \/ ( 1371L24.5S/. I I I ( ' 1l \ \ 10 \1 \ \ 9 / \ / 8 i \ ✓ / J J /' \\ \ /' ,� �I �11 ) yd. \ \ DB: 427; PG: 353 ° ( ire H
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► 0. 5 A I 26ii19 72 SQ. FCT. \ �509 04 SQ FT. ) 1 f7 / / ,/ / ( DB. 459; PG: 74 I )
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} A (/ !i/% �/ / / , ✓ -D \ V \� \ \ \ \ \ \ \ \ \ / 3> \ \ / \ \ _ I \ ^ l 0.84 AC
r �`/ \/%ice/�' VELOCITY D I� I\ N \ 1 1 \ \ \\ \^\ ^ �� /�`\ \ / \ (\ (`� \� 1 ( 1/ ,�� \ \ / II
\ \ ( \ 1 / I I 1 vel Drive
DISSIPATOR PAD m m \ \ \ \ \ \���-/ \ I ( \ \-. \ I v \
9' L x5' W x18" D 6 / J I 1 I I I MRi X ,1
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\ r y / r elk I ( / /r f I I / \� e� ,�r1 �' \\� l �\Fe �\ ` \, 1��-\ \\ \ \ ( t / / II
e i e e r e/ e'/ 1 C/ I I / e \ r e r > e - '1 1 � \ \ -�
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J / PEN SPACE PHASE I 1 J 1 / / J I / J , / % �) I \ l \ \
� ( ) ° / � / � 11 � / ,/ 1 \ rc- J�/ r � \ \ l is
INCLUDING WETLANDS °° / / / T / ' 1( \ \ I l
106,562.44 SQ. FT. / J / / goy� / / / /
\ / \ / / I' / / / / / / /
o / ' , EXISTING FIELD LOC
o, ATED V
C \ I 1 / 2.45 AC %
\\v \ f i � ) \ I • � % i / (/ r // WETLAND (0.77 AC.) 250
252
4^° ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY AND NCDOT STANDARDS,
\ n ( 1 \ I 1 I f \ I \ \ I t SPECIFICATIONS, AND DETAILS. 03
FRED SPIVEY
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
1
30"
FES101 - FES100
322.50
321.40
-2.04%
54.00 LF
30" RCP
2
18"
FES201 - FES200
283.50
281.00
-3.93%
63.57 LF
18" RCP
3
181,
FES301 - FES300
274.50
273.00
-3.49%
43.01 LF
18" RCP
250
WANDA SPIVEY SCALE 1 "=60'
I _ TP
DB: 966; PG: 493 LD
f IA
LIMTS OF DISTURBANCE = 4.00 AC.
EXISTING FIELD LOCATED
0 60 120
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
^ \ - \ ✓ / ° �� l '
/ �. � / /` WETLAND 0.15 ( AC. ) STANDARDS, SPECIFICATIONS, AND DETAILS. 250.60
/ ( f
' A rc
250.00
STORM DRAINAGE
WOODED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EASEMENT LINE
SILT FENCE/TREE PROTECTION FENCE
LIIMITS OF DISTURBANCE
FLARED END SECTION
CATCH BASIN
DROP INLET
JUNCTION BOX
SPOT ELEVATION
TOP OF CURB
ELEVATIONS
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DATE #: 10/14/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
ISSUED FOR CONSTRUCTION
CONSTRUCTION
DRAWINGS
Co*vt C L D G