20061804 Ver 21_Stormwater Site Plans_20170710

GOVERNING AGENCIES -
PLANNING:
JOHNSTON COUNTY
PLANNING DEPARTMENT.
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. BERRY GRAY
[phone]
BERRY. GRAY®JOHNSTONNC.COM
PUBLIC UTILITIES:
JOHNSTON COUNTY
PUBLIC UTILITIES
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTRACT: MRS. CHANDRA COATS
[phone]
CHANDRA.COATS®JOHNSTONNC.COM
EROSION CONTROL:
JOHNSTON COUNTY
PUBLIC UTILITIES
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. CARLOS BAGLEY, PE
[phone]
CARLOS. BAGLEY®JOH N STON NC. COM
UTILITY AGENCIES -
WATER & SEWER:
AQUA NORTH CAROLINA
202 MacKENAN COURT
CARY, NORTH CAROLINA 27511
CONTACT: PEGGY SUE DODGE (OFFICE)
919.653.6963
JACKIE JACKSON (FIELD)
919.624.2348
NATURAL GAS
PIEDMONT NATURAL GAS
250 FIVE POINTS ROAD
DUDLEY, NC 28333
MR. LEE WILLIAMS
[phone]
MR. MARCUS THOMPSON
[phone]
ELECTRIC
DUKE ENERGY
P.O. BOX 1551
RALEIGH, N.C. 27602-1551
MR. JOHNNY HOUSE
[phone]
LOCATION- FLOWERS PLANTATION
JOHNSTON COUNTY, NC
PROPOSED LOT COUNT:
N/A
COUNTY-
JOHNSTON
PIN:
PORTION OF 168900-78-9052
REAR YARD
& 168900-96-0507
DB/PG
1655/361 & 4550/015
ZONING:
FLOWERS PLANTATION PUD
ACREAGE-
N/A
DISTURBED AREA
±6.02 Ac.
PROPOSED USE-
RESIDENTIAL
SETBACKS:
FRONT YARD
N/A
/
SIDE YARD
N/A
REAR YARD
N/A
MAX BUILDING HEIGHT:
N/A
BEFORE YOU DIG,
CALL
0
0
0 Q
NORTH CAROLINA
ONE CALL CENTER'
www.ncocc.org
INDEX
•
euse River Parkway
J
FLOWERS PLANTATION
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED FOR REVIEW - MARCH, 2017
COVER COVER SHEET
CE -01 STA 51+67.30 to STA 64+00 PLAN and PROFILE
CE -02 STA 64+00 to STA 78+00 PLAN and PROFILE
CE -03 STA 78+00 to STA 83+77.52 PLAN and PROFILE
CE -04 EROSION CONTROL PLAN
CE -05 EROSION CONTROL NOTES and DETAILS
CE -06 BIO RETENTION DETAILS
CE -07 AQUA WATER DETAILS
R/W
8'
SHOULDER
1 r-
3" SF9.5B
-2.08%
VARIES
20'-27'
R/W
6' 6'
SHOULDER DITCH
2.08%- 1 8.07--
� 31 13
I !-I - - - - - - -
II--=-- ------
1I I III I I I_I I I-� �-1 I I-1 I I-1 I I-1 I I-1 I I_I I I -I
_____ _=====11=III
I I_I I I_I I I_I I I_I I I_ _I I I_I I I_I I I_I I I_I I I
I
8 CABC
I- I
I I_I I I_ -III-I
- FILL SECTION - -i I Ii I USED GROUP a SOILS I -CUT SECTION -
STANDARD NCDOT 20'-27' STREET SECTION
NOT TO SCALE (STA 51+67.30 to STA 54+14.23)
R/W
50' R/W
8' 20'
SHOULDER
3" SF9.5B
'2.08% 2.08%---
1=1 11=1 11=1 11=1 I I-
=1 11=1 11=1
1=I-1 I , 1- 8" CABC
- FILL SECTION - -11 I=111=11 II " USED GROUP
R/W
6' 6'
SHOULDER DITCH
- CUT SECTION -
STANDARD NCDOT 20' STREET SECTION
NOT TO SCALE (STA 54+14.23 to STA 83+77.52)
�-.--.--I AI -L--
1. TOPOGRAPHICAL DATA PERFORMED BY TRUE LINE SURVEYING.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT TO THE
SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE OWNER SHALL PAY ALL
COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE
CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6. PROPOSED ROADWAY CONSTRUCTION WITH WATER AND SEWER. STREETS TO HAVE STANDARD 30" VALLEY CURB. PRIVATE STREETS.
7. THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, OR FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY. CONTRACTORS
SHALL CALL 811 48 HOURS PRIOR TO DIGGING. CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. CONTRACTOR TO SUBMIT PROPOSED SCORE JOINT
PLAN TO THE ENGINEER PRIOR TO POURING.
9. CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST 72
HOURS PRIOR TO DIGGING ® 811. TRUE LINE SURVEYING HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF
FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE
SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, NCDOT,
JOHNSTON COUNTY, AND FLOWERS PLANTATION.
13. ALL CONSTRUCTION AND MATERIALS SHALL MEET JOHNSTON COUNTY, AQUA, AND NCDOT SPECIFICATIONS AND STANDARDS, LATEST EDITION.
ALL WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK, UNLESS OTHERWISE NOTED.
15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE.
16. WETLANDS AND PONDS ARE DENOTED ON-SITE.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. ALL
SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION.
18. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL THE
SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
19. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL
REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT
REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE THE OWNER/ CLIENT IS TO BE AWARE THAT STOCKS ENGINEERING WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN
BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE BUT MAY NOT NECESSARILY BE LIMITED TO
TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE
OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER
TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN
SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN
ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE
CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION
PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
20. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SOD, SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
21. SITE LIGHTING IS TO BE INSTALLED BY DUKE ENERGY.
22. PROPERTY IS TO BE SERVED BY AQUA (WATER & SEWER).
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE
SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE
SETTING FORMS OR DIGGING FOOTINGS. THERE ARE NO AGENCY IMPOSED SETBACK LINES AT FLOWERS.
24. REGULATORY SIGNS, STOPS SIGNS AND ADA SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS.
25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.
26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
29. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY.
30. ALL CURB AND GUTTER TO BE 30" STANDARD VALLEY CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30"
STANDARD CURB AND GUTTER.
31. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
32. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
33. PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN.
34. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL REGISTER,
VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR ADDITIONAL INFORMATION,
REFER TO THE NC STATE BUILDING CODE VOLUME 1-C, "MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO THE USEABLE BY THE
PHYSICALLY HANDICAPPED", 1991 EDITION. ALL STREET RETURNS TO HAVE H.C. RAMPS. H.C. RAMPS SHALL MEET CITY OF CLINTON AND
NCDOT STANDARDS/SPECIFICATIONS.
35. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER. ANY
CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
Owner/Developer=
Flowers Plantation
4880 N.C. 42 East
Clayton, N.C. 27520
Con to ct- Rebecca Flowers
[phone]
rflowers-eflowersplanta tion. com
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
36.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER
AND ROCKS AND GRASSED.
37.CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO
BE REMOVED.
38.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
39.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
RECEIVE 'VAN ACCESSIBLE' SIGNAGE.
40.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
41.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN
SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
42.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL/UNCLASSIFIED HE
DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
43.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING,
AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER, SAMPSON COUNTY, CITY OF CLINTON
& STOCKS ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
44.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF
THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
45.ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT, JOHNSTON COUNTY AND/OR AQUA.
46.ASPHALT PAVEMENT SHALL BE SMOOTH, WITH STRAIGHT OVERLAPPING SEAMS, FREE OF SEGREGATION, STAINS, BIRD BATHS, AND
IMPERFECTIONS. ASPHALT PATCHING, SKIN PATCHES, OR RE -HEATING AND ROLLING WILL NOT BE ALLOWED. AREAS THAT ARE
NOT ACCEPTABLE TO THE OWNER/ENGINEER WILL BE SAWCUT AND REMOVED. NO PATCH SMALLER THAN 200 SF WILL ALLOWED
AND THE SAWCUTS MUST FALL ON A PAINT LINE OR EXISTING SEAM.
47.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & AQUA.
48.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PLANS.
49.NATURAL GAS IS AVAILABLE. COORDINATE INSTALLATION WITH PIEDMONT NATURAL GAS.
50.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CONTRACTOR THE OWNER AND THE STRUCTURAL ENGINEER. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE
AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LABORATORY TESTING.MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE
FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
RE -COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING
SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH
COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE -COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT
THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
51.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO
98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 90% OF MAXIMUM
DENSITY FOR LAWNS OR UNPAVED AREAS.
52.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
AROUND THE BUILDING STRUCTURE.
53.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE OWNER. THE WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
NOR WILL THE CITY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE PAVEMENT PATCHING OR DAMAGE TO
LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
54.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
AND MAINTAINED.
55.ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO
THE MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD
FRONTING THE PROPERTY.
56.DISTURBED AREA IS OVER 1 ACRE AND A FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED
AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. THE SEDIMENTATION & EROSION CONTROL PLAN PROVIDED SHOULD BE
REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO
SEDIMENT IS RELEASED FROM THE SITE.
57.(CONSTRUCTION/SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DEHNR. PERMIT NUMBERS
ARE AS FOLLOWS:
WATER PERMIT NUMBER: TO BE DETERMINED
SEWER PERMIT NUMBER: TO BE DETERMINED
58.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED
AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL
PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC.
59.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT, JOHNSTON COUNTY, AQUA AND NCDENR STANDARDS
AND SPECIFICATIONS.
60.MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
61.WHERE WATERLINE CROSSES:
A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL
SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND
SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING.
B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW
MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON
PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
62.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING. 63.REFERENCE NC 15A, 18C,
.0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
Ci vil Engin a ering=
Stocks Engineering, P.A.
801 E. Washington Street
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (v)
252.903-6891 (c)
Contact: Mike Stocks, PE
mstocksmstocksengineering.com
Surve vin
True Line Surveying, P.C.
205 West Main St.
Clayton, North Carolina 27520
919.359.0427 (v)
Contact- Curk Lane, PLS
curk Atruelinesurveying. com
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COVER SHEET
REVISIONS
FILE NO. 2013-024
HORZ. SCALE: NONE
VERT. SCALE: NONE
COVER

BEFORE YOU DIG,
CALL
NORTH CAROLIN
9NE CALL CENTI
www.ncocc.org
STA 51+67.30
\ STA 51+67.30
\ \ MATCH EX. EOP
1263.55
r\�
\
STA 51+67.30%\\
/ MATCH EX. EOP
J. B. #1
NCDOT STD. (2'x3')
TOP ±262.50
INV. F/L ±260.00
I � � III � I I • ���
80
EX. 24" RCP
CONTRACTOR TO VERIFY PIPE
IS STRUCTURAL SOUND PRIOR
TO CONSTRUCTION.
\V/
/±400 LFA
PC STA 54+14.23
C/L ELEV. 252.23
82 84
ENDWALL #3
NCDOT STD 838.01 /
PIPE BURIED 1'
INV. 196.84
ZONE 1 IMPACT
±2,396 S.F.
\ ZONE 2 IMPACT /
±1,798 S.F. I\�\
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II ZCHANNEL IMPAC I• , I I ` \ \ \ \ , I 1 -
11,943 S.F. 11
±82 L.F. �I1
ZONE 1 IMPACT
±2513 S.F.
/ FES #5
INV. ±202.16 •
PC STA 60+49.13
i
C/L ELEV. 207.43 1 \ \ �/ c�/� / ✓'
ZONE 2 IMPACT
±1,683 S.\.g9 -' �2 / �g� - - j r A_
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CURVE TABLE
-
�, \
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
Cl
634.90
725.00
50'10'30"
339.42
N88'05'04"E
614.80
C2
299.31
525.00
32'39'53"
153.84
S79'19'45"W
295.27
C3
302.09
800.00
21'38'07"
152.86
N73'31'15"W
300.29
C4
525.60
800.00
37'38'36"
272.68
S81 *31'29"E
516.20
C5
385.06
500.00
44'07'28"
202.64
N78'17'03"W
375.61
PC STA 54+14.23
C/L ELEV. 252.23
82 84
ENDWALL #3
NCDOT STD 838.01 /
PIPE BURIED 1'
INV. 196.84
ZONE 1 IMPACT
±2,396 S.F.
\ ZONE 2 IMPACT /
±1,798 S.F. I\�\
J
\ � \\ \ � � \ \ \ \ � \ \ \ \ \ \ \ � \ 1 1 � II I `�• !,\ , \ ,tri •
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I I IIS III � lll� 11i � 1
IPI ISf A 6P+ 9J601
I� IffLK 216.ID7
II ZCHANNEL IMPAC I• , I I ` \ \ \ \ , I 1 -
11,943 S.F. 11
±82 L.F. �I1
ZONE 1 IMPACT
±2513 S.F.
/ FES #5
INV. ±202.16 •
PC STA 60+49.13
i
C/L ELEV. 207.43 1 \ \ �/ c�/� / ✓'
ZONE 2 IMPACT
±1,683 S.\.g9 -' �2 / �g� - - j r A_
A
^C /
THEREFORE. EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
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PLAN and
PROFILES
REVISIONS -11
FILE NO. 2013-024
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19843
v F�yGINE�E�.', c
EL
6
PLAN and
PROFILES
REVISIONS -11
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -01

BEFORE YOU DIG,
CALL
i
NORTH CAROLINA
9NE CALL CENTER
www.ncocc.org
/FES7
/INV. ±215.59/
1' MIN. BURY/
144 LF 36" I 956 S.F.
W/2-66'' FFES/
RCP \ WETLAND
ES I IMPACT, \
I I 1 1 1 1 111 I I I I I
PC/STA 66+28.91 / jT� -- -f _ I -I I I II I I I I I J I I - -ZS(}- PC STA 70+05.62
C//L ELEV. 236.91 CA ELEV. 241.60
�-
thHP STA
T HP ELEV6244.255
/ cv C RV 65+ 0 / / ]-- - -I---`� L -f /__ - �40- �/ \
S84'20'18"
v+��if
_E_
0 376.72' - --/-
LP STA 72+26.56
LP ELEV. 235.92
46/ / - - - - ~- / 1�_ - FES #9
/, / / / GO �, INV. 1231.63
PC STA 73+07.71
�/ • / / � % �' / CA ELEV. 236.86
/ / / i / ,/ / / AIR RELEASE VALVE
2 DR -18 C-900
`/ i j / FES #8 I I I I I f //'/ / j -- - PVC WATER
O �T/i��/v INV.1211.47
1' MIN. BURY/
IIIII�I�//////�� ---___
/ / f __ _ /
�/ � / � , ` / � - - / � r � \ � / � ENDWALL #10 '�; I ♦ \ \ X62• / \ \ /
INV. 1228.5% /� ♦ 7� 77 F / \` / / /
\\\ \\ \\336-- �'� \\� ��� ♦ S � � /�/ �!\ // � / /i / /
48 LF 24"
RCP ® 6.0%r O
00
C R4
L
/ E
J
VPI STA = 68+00.00/ VPI STA = 73+00.00 VPI S�DK 77+50.00 HP C/L STA 77+87.73
PROFILE LEGEND VPI EL = 249.00 VPI EL = 231.00 VPI EL = 266.00 HP CA ELEV. 257.75
- - - 30' OFFSET LEFT g1 = 7.00% fm Neffs4v Ryer g1 = -3.60% g1 = 7,78% _AIR RELEASE VALVE Q
------15' OFFSET LEFT g2 = -3.60% g2 = 7.78% g2 = -5.74%
- EXISTING CA SCALE: 1 " = 50' CURVE LEN = 400.00 CURVE LEN = 400.00 CURVE LEN = 500.00
-' - - • - 15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT 0 50 100 125 150 K = 37.74 K = 35.16 K = 36.99
E = 5.30 E = 5.69 E = 8.45
CURVE TABLE
oI
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
Cl
634.90
725.00
50'10'30"
339.42
N88'05'04"E
614.80
C2
299.31
525.00
32'39'53"
153.84
S79'1 9'45"W
295.27
C3
302.09
800.00
21'38'07"
152.86
N73'31'15"W
300.29
C4
525.60
800.00
37'38'36"
272.68
S81'31'29" E
1 516.20
C5
385.06
500.00
44'07'28"
202.64
N78 -17'03"W
1 375.61
thHP STA
T HP ELEV6244.255
/ cv C RV 65+ 0 / / ]-- - -I---`� L -f /__ - �40- �/ \
S84'20'18"
v+��if
_E_
0 376.72' - --/-
LP STA 72+26.56
LP ELEV. 235.92
46/ / - - - - ~- / 1�_ - FES #9
/, / / / GO �, INV. 1231.63
PC STA 73+07.71
�/ • / / � % �' / CA ELEV. 236.86
/ / / i / ,/ / / AIR RELEASE VALVE
2 DR -18 C-900
`/ i j / FES #8 I I I I I f //'/ / j -- - PVC WATER
O �T/i��/v INV.1211.47
1' MIN. BURY/
IIIII�I�//////�� ---___
/ / f __ _ /
�/ � / � , ` / � - - / � r � \ � / � ENDWALL #10 '�; I ♦ \ \ X62• / \ \ /
INV. 1228.5% /� ♦ 7� 77 F / \` / / /
\\\ \\ \\336-- �'� \\� ��� ♦ S � � /�/ �!\ // � / /i / /
48 LF 24"
RCP ® 6.0%r O
00
C R4
L
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J
VPI STA = 68+00.00/ VPI STA = 73+00.00 VPI S�DK 77+50.00 HP C/L STA 77+87.73
PROFILE LEGEND VPI EL = 249.00 VPI EL = 231.00 VPI EL = 266.00 HP CA ELEV. 257.75
- - - 30' OFFSET LEFT g1 = 7.00% fm Neffs4v Ryer g1 = -3.60% g1 = 7,78% _AIR RELEASE VALVE Q
------15' OFFSET LEFT g2 = -3.60% g2 = 7.78% g2 = -5.74%
- EXISTING CA SCALE: 1 " = 50' CURVE LEN = 400.00 CURVE LEN = 400.00 CURVE LEN = 500.00
-' - - • - 15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT 0 50 100 125 150 K = 37.74 K = 35.16 K = 36.99
E = 5.30 E = 5.69 E = 8.45
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
00
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19- -/16 a S711DCrtj
PLAN and
PROFILES
REVISIONS
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -02
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THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
00
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19- -/16 a S711DCrtj
PLAN and
PROFILES
REVISIONS
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -02

BEFORE YOU DIG,
CALL
a
0 'fl
NORTH CAROLINA
9NE CALL CENTER
www.ncocc.org
PC STA 79+92.46
C/L ELEV. 252.08 \
/y1 //
81� "v0
Z X78+00 ?9+00
C /
URVE 4
STA 83+77.52
MATCH EX. EOP
±219.06
END PHASE THREE
PC STA 83+77.52
C/L ELEV. 219.06
1<1
VE
IN Zl5 _'11VV�IN 2"15.80 x
UT215.75
-8 8 -RCP 0 �_-
--/ 0.-50% W 6' EES
� -� _ CLASS B RIB RAP
FOREBAY OVER
MIRAFI 140N
i
.0
CLASS B RIP RAP
10' WIDE EMERGENCY �►
SPILLWAY OVER
MIRAFI 140N
E. Nesse RlylorPar�(r`vay
INFE
V. lrz.
32 -LF-1 40P�0(/
0.50% W
N('V �. FES #12D.I 13
INV. 215.68// N D T STD. 2'x3' !// / \\ / 1� EX. M.H. #11
OP 214.00 !// / �\ / / / (FLOWERS S.S.
INV., OUT 210/06 OUTFALL)
TOP ±213.69
INV. IN 201.84
/ O LF 24" RCP ®/ /( / / \\ INV. OUT 201.64
/ 75% W/6' FES ( +95- / / 4- - - �\ l
leo THE "NINE..
/ A_ - \
-leg--/ / \ /
/
-CLASS B
OUTLET /
PROTECTION l
SES V14
)NV. 08.00 /
O4
/ \ X70
°,q<o�SS c
\ 1
/o 'FQ tiq R,A
c F /
VPI STA = 77+50.00 VPI STA = 82+00.00 23
VPI EL = 266.00 VPI EL = 240.18
g1 = 7.78% g1 = -5.74%
g2 = -5.74% g2 = -12.06%
CURVE LEN = 500.00 CURVE LEN = 300.00 /
K = 36.99 K = 47.45
E = 8.45 E = 2.37
<a�3//
/SBFT A9/`
5p 7
Y
ID 71�
SCALE: 1 " = 50'
0 50 100 125 150
PROFILE LEGEND
- - - 30' OFFSET LEFT
- - - - - - 15' OFFSET LEFT
- EXISTING C/L
- - - - - - - 15' OFFSET RIGHT
- - - - - - - 30' OFFSET RIGHT
CURVE TABLE
O
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
Cl
634.90
725.00
50'10'30"
339.42
N88'05'04"E
614.80
C2
299.31
525.00
32'39'53"
153.84
S79'19'45"W
295.27
C3
302.09
800.00
21'38'07"
152.86
N73'31'15"W
300.29
C4
525.60
800.00
37'38'36"
272.68
S81'31'29"E
516.20
C5
385.06
500.00 1
44'07'28"
202.64
1 N78'17'03"W
375.61
STA 83+77.52
MATCH EX. EOP
±219.06
END PHASE THREE
PC STA 83+77.52
C/L ELEV. 219.06
1<1
VE
IN Zl5 _'11VV�IN 2"15.80 x
UT215.75
-8 8 -RCP 0 �_-
--/ 0.-50% W 6' EES
� -� _ CLASS B RIB RAP
FOREBAY OVER
MIRAFI 140N
i
.0
CLASS B RIP RAP
10' WIDE EMERGENCY �►
SPILLWAY OVER
MIRAFI 140N
E. Nesse RlylorPar�(r`vay
INFE
V. lrz.
32 -LF-1 40P�0(/
0.50% W
N('V �. FES #12D.I 13
INV. 215.68// N D T STD. 2'x3' !// / \\ / 1� EX. M.H. #11
OP 214.00 !// / �\ / / / (FLOWERS S.S.
INV., OUT 210/06 OUTFALL)
TOP ±213.69
INV. IN 201.84
/ O LF 24" RCP ®/ /( / / \\ INV. OUT 201.64
/ 75% W/6' FES ( +95- / / 4- - - �\ l
leo THE "NINE..
/ A_ - \
-leg--/ / \ /
/
-CLASS B
OUTLET /
PROTECTION l
SES V14
)NV. 08.00 /
O4
/ \ X70
°,q<o�SS c
\ 1
/o 'FQ tiq R,A
c F /
VPI STA = 77+50.00 VPI STA = 82+00.00 23
VPI EL = 266.00 VPI EL = 240.18
g1 = 7.78% g1 = -5.74%
g2 = -5.74% g2 = -12.06%
CURVE LEN = 500.00 CURVE LEN = 300.00 /
K = 36.99 K = 47.45
E = 8.45 E = 2.37
<a�3//
/SBFT A9/`
5p 7
Y
ID 71�
SCALE: 1 " = 50'
0 50 100 125 150
PROFILE LEGEND
- - - 30' OFFSET LEFT
- - - - - - 15' OFFSET LEFT
- EXISTING C/L
- - - - - - - 15' OFFSET RIGHT
- - - - - - - 30' OFFSET RIGHT
THEREFORE. EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
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19843
FyGINE�E�.', 03
EL S�;.`
PLAN and
PROFILES
REVISIONS -11
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
CE -03
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FyGINE�E�.', 03
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PLAN and
PROFILES
REVISIONS -11
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
CE -03

TOP DAM 215.50
SLOPES TO RECEIVE SLOPES TO RECEIVE
CEN77PEDE SOD CENTIPEDE SOD
- -F-------------------
F� _ �(rON SANDY SOILS WITH AN 12 MAX.
ON RATE OF 2
INCH/HRnOR GREATER r-, 4" C.O. DEPTH G TOP OF BIORETENTION 213.00%, , 4" C.O.
I 30" FILL SOIL MEDIA ^j
75-85% WASHED SAND
CLASS B RIP RAP LINED
TOP OF 4" „�� 8-10% FINES (SILT & CLAY) FOREBAY 12" IN DEP7H
PIPE F 4" 5-10% ORGANIC MATTER
PHOSPHOROUS INDEX < 30
INV. 4" IN 209.6 - DO NOT ALLOW EQUIPMENT ON MEDIA - 2" CHOKING STONE
#8 OR #89
I- - ^ ' N 4 " WASHED SAND
CAP ---------------------------------- -- --------------------------------------------------------------
--- -- --- -- -- --
I ----------- »_ ELEV. 209.50
6 PERFORATED SOLID PVC DRAIN
6" #57 STONE
BIORETENTION AREA PROFILE
NOT TO SCALE
4" WASHEI
2" CHOKING
#8 OR #89
Conversion Procedure - Sediment Basin to Bioretention Area
1. After the site is completely stabilized, contact Stocks Engineering ® 252-459-8196 for verification
of completion and stabilization.
2. Contact Johnston County for approval to remove
all temporary erosion control measures.
3. Upon approval from Johnston County, begin the conversion of the bioretention area
from a temporary sediment trap to a permanent BMP as follows.
4. Construct silt fence around the toe of the interior side slope of the bioretention area (BA) to
protect the BA from sediment contamination during the Conversion Procedure. Leave an opening at
the downstream end of the BA just wide enough for construction machinery to enter/exit.
5. Bring the side slopes surrounding the BA to proposed grade.
6. Sod the side slopes as per specifications. (Contractor is responsible to maintain and
protect sod to promote successful establishment during Conversion Procedure. If damage or
death to sod occurs, Contractor must replace affected area immediately.)
7. Once sod has been installed, Contractor shall excavate the bottom of the BA to a depth
equal to the greater of the following:
a. 1 foot below any evidence of sedimentation upon in situ soils; or,
b. 4 feet below the proposed bottom of BA elevation.
8. Excavated material must be disposed of in an approved off-site location.
9. Care must be taken to prevent any sedimentation/re-sedimentation during this process, as
contamination of the in situ soils or the designed soil media will compromise the functionality of the
BA. If any sedimentation occurs during this process, Contractor shall remove sediment immediately.
10. Contact Stocks Engineering ® 252-459-8196 to inspect excavated BA before continuing
construction.
11. Upon approval of Stocks Engineering, continue constructing BA per details. Establish appropriate
permanent vegetation in BA as soon as possible.
12. Upon completion of BA construction, remove sediment from silt fence and dispose of at an
approved off-site location.
13. Contact Stocks Engineering ® 252-459-8196 to inspect completed BA before removing silt fence
and placing the BA in service.
BIORETENTION AREA PROFILE
NOT TO SCALE
Centipede Sod Notes:
1. Centipede Sod shall have been grown in sandy soils with an infiltration rate of 2 -inches per hour
or greater.
2. Do not deliver more sod than can be installed in less than 24 hours.
3. Use a knife or sharp edged shovel to cut the sod to desired lengths. Do not tear sod.
4. Water sod immediatley upon installation to a depth of 1 inch. Water daily for a period of 2 weeks
and then periodically until roots have been established.
PROPOSED GRADE
- - - STA 83+77.52
- - - - MATCH EX. EOP
�� �� ±219.06
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NCDOT STD. 2 x3
TOP 218.50
INV. IN 215.80 �r
- INV. OUT 215.75
8 LF 18" RCP @
0.50% W/6' FES CLASS B RIP RAP
FOREBAY OVER
MIRAFI 140N 7////
CLASS B RIP RAP
10' WIDE EMERGENCY
SPILLWAY OVER
MIRAFI 140N
SCALE: 1 " = 30'
0 30 60 75 90
VA
END PHASE THREE
PC STA 83+77.52
C/L ELEV. 219.06
40*
` FES #11
INV. 216.79
-,-21-9--32 LF 18" RCP @/ /
21� 0.50% W/6' FES
fin/ FES #12 / / D #13 i
INV. 215.68// CDOT STD. 2'x3'
TOP 214.00
INV. OUT 210.001/
/ O 6 LF 24" RCP @
/ 4.75% W/6 I ES
/ N�'�
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
CLASS h- -•.` ='FA FA 11111
OUTLET
'PROTECTION „moo :► :�147
FES #14
INV. 208.00
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CALL
NORTH CAROLINA
QNE CALL CENTER
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BIORETENTION
DETAIL
REVISIONS
FILE NO. 2013-024
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -06