HomeMy WebLinkAbout20061804 Ver 20_Stormwater Site Plans_20170707WEST ASHLEY
GOVERNING AGENCIES
PLANNING:
JOHNSTON COUNTY
PLANNING DEPARTMENT.
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. BERRY GRAY
(919) 989-5150
BERRY. GRAY®JOHNSTONNC.COM
PUBLIC UTILITIES:
JOHNSTON COUNTY
PUBLIC UTILITIES
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTRACT: MRS. CHANDRA COATS
(919) 209-8333
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
(919) 209-8333
CARLOS.BAGLEYOJOH N STON N C. 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
(919) 750-3906
MR. MARCUS THOMPSON
(919) 920-0257
ELECTRIC
DUKE ENERGY
P.O. BOX 1551
RALEIGH, N.C. 27602-1551
MR. JOHNNY HOUSE
(919) 269-2548
LOCATION- WEST ASHLEY ® FLOWERS
PLANTATION
FLOWERS PLANTATION
JOHNSTON COUNTY, NC
PROPOSED LOT COUNT:
55 LOTS
COUNTY-
JOHNSTON
PIN:
PORTION OF
REAR YARD
168900-86-9596
DB/PG
4550/15
ZONING:
FLOWERS PLANTATION PUD
ACREAGE-
27.72 Ac.
DISTURBED AREA
14.04 Ac.
IMPERVIOUS AREA:
5.14 Ac. (18.54%)
PROPOSED USE-
RESIDENTIAL
SETBACKS:
FRONT YARD
20'
SIDE YARD
5'
REAR YARD
15'
MAX BUILDING HEIGHT:
N/A
BEFORE YOU DIG,
CALL
o�0
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
INDEX
@ FLOWERS PLANTATION - 55 LOTS
FLOWERS PLANTATION
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED FOR REVIEW - MARCH 15, 2016
COVER COVER SHEET
CE -01 SITE PLAN
CE -02 ASHLEY WOODS COURT -PLAN AND PROFILE
CE -03 ASHLEY WOODS COURT -PLAN AND PROFILE
CE -04 EROSION CONTROL PLAN
CE -05 EROSION CONTROL NOTES AND DETAILS
CE -06 EROSION CONTROL NOTES AND DETAILS
D-01 AQUA UTILITY DETAILS 1
D-02 AOUA UTILITY DETAILS 2
RIVER DELL
ELEMENTARY
SCHOOL
„SITE" \� �
LOCATION
SKETCH
NOT TO SCALE
v� .0 p��OQO^,5h
PONDS
s - NC 42
,POND
\-PERCY FLOWERS
STORE
POND
General Notes:
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. NO IMPACTS TO WETLANDS ARE ANTICIPATED.
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), EXISTING MAINS ARE INSTALL. ALL SERVICES PROPOSED ARE SERVICE TAPS.
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=
J & J Flowers Finch, Inc.
4879 NC 42 E. Suite D
Clayton, NC 27527
Contact= Jordan Finch
919-291-4838
jordanagreyheronconstruction. 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 PEIDMONT 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.
Civil Engin e ering=
Stocks Engineering, P.A.
1100 Eastern Ave.
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (v)
252.903-6891(c)
Contact Mike Stocks, PE
mstocksastocksengineering. com
Sur ve y1ng=
True Line Surveying, P.C.
205 West Main St.
Clayton, North Carolina 27520
919.359.0427 (v)
Contact- Curk Lane, PLS
curk a truelinesurveying. com
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COVER SHEET
REVISIONS
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VERT. SCALE: NONE
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SITE PLAN
REVISIONS
FILE NO. 2016-048
HORZ. SCALE: 1"=60'
VERT. SCALE: NONE
CE -01
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
264.93
300.00
50'35'55"
141.81
N27'50'44"E
256.41
C2
77.65
200.00
22'14'45"
39.32
542'01'19"W
77.17
C3
171.89
200.00
49'14'39"
91.66
N55'31'16"E
166.65
C4
214.40
200.00
61.25'20"
118.80
S69'08'44"E
204.28
C5
198.56
200.00
56'53'03"
108.33
S09'59'33"E
190.51
C6
170.11
200.00
48'44'03"
90.59
S42'49'00"W
165.03
C7
152.00
200.00
43'32'39"
79.88
S88'57'21"W
148.37
C8
51.74
200.00
14'49'23"
26.02
S76'41'01 "E
51.60
C9
164.90
200.00
47'14'24"
87.46
N60'28'31"W
160.27
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0 60 120 150 180 / -- /' / X Z - _ ��/,// ,� I I I I I I , I STREET CROSS SECTION
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FILE NO. 2016-048
HORZ. SCALE: 1"=60'
VERT. SCALE: NONE
CE -01
BEFORE YOU DIG,
CALL
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NORTH CAROLINA
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www.ncocc.org
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IN 198.00 °I
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i� / / / �_/ - 0 46 Ac.- - - - \ �I - N l/ / /� - - ! /-PRO.OINV.'IN1 193.00
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\ \ <5.95% W72-6' FESS a / ,/ / _ _ -\ / / NtIV. 20260 HOLE
50 100 125 150 MAT 20' WIDE DRAINAGE EASEMENT
= _
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\ \ \ \ \ 2st4.0% /
VPI STA = 23+75.00
VPI EL = 217.00
g1 = -5.33%
g2 = 6.37%
CURVE LEN = 200.00
K = 17.09
E = 2.93
\ \ g \ �.
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0
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0
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/
VPI
STA = 12+50.00
VPI
STA = 14+25.00
VPI
STA = 15+75.00
VPI
STA = 17+25.00
VPI
STA = 19+00.00
VPI
STA = 20+50.00
VPI STA = 22+25.00
PROFILE LEGEND
\
VPI
EL = 228.00
VPI
EL = 238.00
VPI
EL = 225.00
VPI
EL = 235.00
VPI
EL = 219.00
VPI
EL = 228.00
VPI EL = 225.00
30' OFFSET LEFT
\ -
_ - /
g 1
= -7.12%
g 1
= 5.71 %
g 1
= -8.67%
g 1
= 6.67%
g 1
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g 1
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g 1 = -1.71
- - - - 15' OFFSET LEFT
� _
_ _
-
g2
= 5.71 %
g2
= -8.67%
g2
= 6.67%
g2
= -9.14%
g2
= 6.00%
g2
= -1.71%
g2 = -5.33%
- EXISTING CA
- -
/
CURVE LEN = 200.00
CURVE LEN = 150.00
CURVE LEN = 150.00
CURVE LEN = 120.00
CURVE LEN = 150.00
CURVE LEN = 150.00
CURVE LEN = 100.00
- - 15' OFFSET RIGHT
-
CO
�-
N
00
- - 30' OFFSET RIGHT
- - - - -
K =
15.58
K =
10.43
K =
9.78
K =
7.59
K =
9.91
Ln
K =
19.44
K = 27.63
- -
E =
3.21
E =
2.70
E =
2.88
E =
2.37
E =
2.84
245
E =
1.45
0 E = 0.45
VPI STA = 23+75.00
VPI EL = 217.00
g1 = -5.33%
g2 = 6.37%
CURVE LEN = 200.00
K = 17.09
E = 2.93
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
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REVISIONS -11
FILE NO. 2016-048
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
CE -02
BEFORE YOU DIG,
CALL
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w �r VPI STA = 30+50.00
VPI EL = 260.00
g1 = 6.37%
Mp, g2 = -13.33%
CURVE LEN = 200.0
K = 10.15
E = 4.93
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VPI STA = 32+00.00
VPI EL = 240.00 190.11 s w
g1 = -13.33% /
g2 = -2.96% — ��
0 CURVE LEN = 100.00
K = 9.64
E = 1.20
w p;v,,N,
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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3-8-17
PLAN and
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REVISIONS
FILE NO. 2016-048
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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
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o%All fill,
ESS16Ny
Q SEAL
19843
%�! ••. FNG I NE�� •• `��.`�
EL 15,�`��
3-8-17
PLAN and
PROFILES
REVISIONS
FILE NO. 2016-048
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
CE -03