20061804 Ver 16_Flowers NE-2 and NE-5 Plan Set_20170302

NE -2 & NE -5
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.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
[phone]
ELECTRIC
DUKE ENERGY
P.O. BOX 1551
RALEIGH, N.C. 27602-1551
MR. JOHNNY HOUSE
[phone]
LOCATION- NE -2 & NE -5
FLOWERS PLANTATION
JOHNSTON COUNTY, NC
PROPOSED LOT COUNT:
127 LOTS
COUNTY-
JOHNSTON
PIN:
169900-66-5141
DB/PG
4896/964
ZONING:
FLOWERS PLANTATION PUD
ACREAGE'
±44.70 AC.
DISTURBED AREA:
±33.27 AC.
PROPOSED USE-
RESIDENTIAL
SETBACKS:
FRONT YARD
20'
SIDE YARD
5'
REAR YARE)
15'
MAX BUILDING HEIGHT:
N/A
BEFORE YOU DIG,
CALL
o�0
Q
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
INDEX
CO VER
CE -07
CE -02
CE -03
CE -04
CE -05
CE -06
CE -07
CE -08
CE -09
CE- 70
CE -7>
CAF -f2
D -O>
D-02
@ FLOWERS PLANTATION - 127 LOTS
FLOWERS PLANTATION
JOHNSTON COUNTY, NORTH CAROLINA
CO VER SHEET
CONSTRUCT/ON PLA T
STREETA PLANAND PR 0,
STREETA PLANAND PROF/LES
STREETA PLANAND PROF/LES
STREET B PLANAND PROF/LES
STREET C PLANAND PROF/LES
MA STER GRAD/NG PLAN
MA STER GRAD/NG PLAN
BMP DH TAIL S
EROS/ON CONTROL PLAN
EROS/ON CONTROL NOTES AND DETA/LS
EROS/ON CONTROL NOTES AND DETAIL S
AQUA UT/L/TYOETA/L S 7
AQUA UT/L/TYOETA/L S 2
PERMIT SET - FEBRUARY 15, 2017
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 0 811. 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=
Dan Ryan Builders
3131 RDU Center Drive
Suite 120
Morrisville, NC 27560
Contact Bret Mangum
919 422.4714 (c)
bmangumadanryanbuilders. com
FOR GOD SO LOVED THE WORLD THAT HE GAVE HIS ONLY BEGOTTEN SON, THAT WHOSOEVER BELIEVETH IN HIM SHALL NOT PERISH, BUT HAVE EVERLASTING LIFE. JOHN 3:16
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. CO
PIES 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 ying=
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
�,0700)r"(§Mog
a 0) r jto
I 1,rn
N to
d' N
04 -&'04
V �t v
z w w
Z J
O
0- X O
F -I � :2
W
LU
z .01c�
z
W
O N
z 00
U"
Z 00 U
=0z
OQ - W
3r. X J
wm=
Iw �N
V, 00 IL Z
BLN=C-1874
Z� '4z �Ny •• y ;
SEAL
19843
C
° •N� I NEE. �G`�`�:
c)
''2/1/17 /GGt tJ
2/1 /i 7
COVER SHEET
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: NONE
VERT. SCALE: NONE
COVER

RIVER DELL
ELEMENTARY
TSCHOOL
p
0
D°
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
1p'Zo.
AIR ENTRAINED LOW SLUMP
4500 P.S.I.
e 2'
LENGTH
SITE
h 6 1/2"
N
TANGENT
CHORD DIRECTION
d.
a :•
'• a 4.
�'4 4• ° ..
•d 'ate.. .. n
POND
e d a
d 4 d.
S39'55'40"E
2'-6"
C2
0
-o
16'17'36"
60.84
N40'41'02"W
120.45
C3
11.22
NC 42
POND
�..�
N31'46'51"W
11.22
PERCY FLOWERS
192.04
125.00
STORE
NC 42
S75'02'1 2"E
173.70
C5
POND
579.83
VICINITY MAP
99.74
NOT TO SCALE
196.59
C6
BEFORE YOU DIG,
579.83
9'10'43"
CALL
N36'50'32"E
92.79
0
D°
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
STANDARD ROLL CURB
NOT TO SCALE
5' SW 2.5'
TYP.
12 30"
3 X1/4
1� ,
CONCRETE TO BE CLASS AA
AIR ENTRAINED LOW SLUMP
4500 P.S.I.
e 2'
LENGTH
^a %
e ,•44 .4d
h 6 1/2"
N
TANGENT
CHORD DIRECTION
d.
a :•
'• a 4.
�'4 4• ° ..
•d 'ate.. .. n
17'48'21"
e d a
d 4 d.
S39'55'40"E
2'-6"
C2
STANDARD ROLL CURB
NOT TO SCALE
5' SW 2.5'
TYP.
12 30"
3 X1/4
1� ,
52.5'
25' BB
1/4 2 3" SF9.5A ASPHALT SEE DETAIL FOR CURB GEOMETRY
(2 -LIFTS)
II I I (�8" CABC
-
COMPACTED SUBGRADE PREPARE I
IN ACCORDANCE WITH GEOTECHNICAL
REPORT.
ROLL CURB CROSS SECTION
SCALE: NOT TO SCALE
r�
/
�.\\.
4 .a. O \_ it ... HBc ylc HBc ylc HBc ylc HBc ylc HBc �Br.
I ! I I 1v 1 \ \ IIl l / /
W,
23
1
/AAIwsa/y � / 1/ ✓
S0,, \ \.✓/i ✓i ✓/� \ r�// \ \\ I , /" \ \ \\ \ \ I
S/>(�/
1 WETLANDS
/ • /
\ I \ \
SAT
7� v I• \ A A 1 vv v
A 1797R MR
/ �I �✓ / / l / / �� / �/ / f �' r,zas-\- -_V - -1 T� wI \
L
\swo
�,ti,,t\/7.549 S.F. \ \> \
\ \\ /.�/� _. / � \ / � / / / / - � �.w 0,F. `I \ \�\ �./ \ a'so, � \ \ \�J \ `� �, � ; / \ \ a. •c Y \ _ � `\ I I \
�.. /� / � - 1 j j, \ \ \I � � / i ;�i i / ' ' � /•'-r�sF. �' ' / /� / `\ \ \ � \1 ��` \ \ /( } \ 1 ;\I \ 1� w \ s�° �� / // �• \ `\'♦ ,'�� / � \ \ \ \
4L34.AC' / .�. y / / T � � � �� 1 I \
t \0,e\
s � / 'C "v \ \ \ °I/ I ,!a 1 vr1 alis �.\
/i v toe/ \ °°. \ \ \ 1 'I / ' �, � Y� / >\�y \
7. F. y \ x \ \ \ \ /I I ap7 ---
����
/- / /y'/� I� 1 I I / / // � d m / , , %\ / � \ \ \ 1 1 1 1 1 \� 1 I Ai� �, •r \ � .. •� �'\ 1\ I \ \ /1 I
\\7
_ �il ✓ I I / / / / / / / /�// \ �A C / -\ I I 1 1 1 1 1 11/ i o �r5• \ do 1 ` \ Imo\\
- \ ,max �T" I'•, 1 I I / / / // i i� i' /a, i / /wi�e`s.F
4jg?a
/ j/,>s / _ 1 1
Z 9 ►�� //' / /// / /I// / /// T}` _ /I / ats.k .# I
s/. �' /`�\ I 1 I /Y / ST / / �q• I \ , �\ I f. \ \ 1
\ � \, 111 ► ,r� / / , // / � x / / I I J �♦ /
V. // // \ 1 1 11114 i // / ��s I J \\�`� y,\ 1. 11✓.1 y�l I `\ o�`N% ,�\ \_ \ `\ �'
IeJ3t21af1 I`� l \ \ \ `\� e s '1 \ /i. : ' .1p \ II 1 1 /I .'''1 11 1 \ \ / / l/ /%/ / / / I// /// //// / / / / / 's/� i p2 . ,/ . a.2z/ /A� ♦♦ /o / rr/ / / sh r/ � s4o 0,/F. / T/ I nI I ? 9y
Ia sF
bs 0,A, 1\
\
1071 0.17 \ i -\I I \ \ ✓ ✓r \ \ i
,
/� \\ya. \ 1 1 �y/!•�r 1(Y/f4g/ '/\ /(I 'I , ,. // 1:I 1�1 1/, / //1 /i�/i/j /` / / j'` ` /, /l i // A// / //��/ /�/�//. ®/4�/�/ � �//�° / t0��'ll// < a //q:0,/ //,_�a.17406AR� '840./E 9 // / /� (>` K yY I I I / swIS�1//��I'
12571 F. /
o.ze � h11. \> \I \I/. \N-
'S
\s/ j%s I\ \♦ \ /'/ i +' Q\ \\\ \ / \ \ \j I \6,50 S.,- "\\\aI 0 24 0,F. 27m•
0,
Y\om\ ✓ / i/_\ - /11
/G "
-
���'� _ \ /
SF_ / / 1 /� / / / / / l� \ 3 ` . I / s v \810 F\ \\Y I \ i `,1v s ' \`��" I I
Aa / / / / / / tv r a / /' 77 I
Vv I / /a1wsF: ;f < Bo4SFI' �Y - IIv1Al� A ; s /
\ J l f / azz .Jars Ao. 1` °bVie KIU�V� I i'' �•x W /� \ to
/l 11 7 I '
� A�/ rl:li' /� / ( / � �V / / ///�� // /'� C ,0,5 "y •/ I d'� r: z° X / 1 ! / I �� `VA 1 I /I I I I I I I �� ` �rt.n11.S ��'' /
/ / / 1 s
/, / le/l, 0.14 A� / I / x� `\ / / i r /41
y / 8.240 SF. % % / `\ I � I �• 1 d /
1 I I as4 s
/// S \ .�♦ //4 \ �\ / 1 / / m/ u. // I h` /0.yadF. I� I In;uilir 1 1 II I\ J
" / % ` \ / / 0.ry /0,F. / Y W} 1 I / I ( 1 ✓
• / - 1 �� / � 17 `SF/ / w 4 J •\/ 1 I I I / A,/ z / / naze0 F' / s' � \ < I I `d / ! 1 o.z0 �' I 1 1 , sI-
---- / / / ' t8 1
////�"104
/ /' / // `i / / / / V / // /"\ ♦ \\ 1, `\ / 1 / / // 1 III / / / / / / / /`//% / - 240 0,F..�
11/" A J // / - I Ili I / / \\ ✓
--- / ' \ / l / / \• /i9 / \ ° �\\ / ' /'`.`� / <\ �au A0. I / / / / 3aF! /">• / //' / / � _ 1 33` 1 I / \ ^ \
/ // / /'' \ 1 / / / / ✓ je / � // / , p ♦\� J I / r /sb.,,.. �/ g1u28 S.F. / '� / / h / / / / �t G / / i // / , / / // /7 asz
----- �-�� // / / ./'✓ \ \ \\ p 1 / / // / , /& / ac3,r //,� ♦ 1\ i /! / // </ / /'„ J ea sF. '� \ / /.� / / /T'z 7-- _ 74,o4s, sF.
�� \
/los / � ." i /� I •� ` � P / / / / T .� / '
aeeste s.
/ /
/. / / / / / 1( ,♦J '/.'r /i / / y ^C '� a / Y
�\ ��� / -/ //// /'///J/ ,/ \\•` ` / /J/ '�'/e/'� .O� /\�/ /�/ ///i /�8/ .� •. �o.2o Ae,//// ///'/ 3'/////�sa•. r// / //� \ �j \�/,asz3, \ �l \
// / / / / / / •♦
\ •i! / Ji / t< O,T1A{! � ° � J / /0'14/ s / / // / / / s \ \/ I / 1 \\
A 1 \
\ `-- -� / / ' i / ///�// i'/i' ii,', / I / \\`\ / \ \ �/ '/�/ y � '/ � ' w� 6' \```� 7�/,/'/�/`")°s�'•'' 7 / //'` �\ i /'/////i/// // / /�///i ax�sit Al
TO'Y'S /!/� % sh>\ \r
/7/,\ \ '►s'- \ g
8.321'aF: - S \ q \.` ,r 71
7.42;, 0,F/ \ I
J y < / 7,85,
/: / / // '� -- - J/ G�A ' // " �•. \` / 102 \ ,�\ \\\ \ ✓ \ \ 7 �// / \ _ -/.�. a F. /// r ��/_
\\ \\ / _ \ 4. 1
\ , ♦
\ 1 i / - / ✓' ,' \ \ \ \� / / // �' / i� J�<. \\ � w \ ,m \ \pj. \ 'q\�� I.� l \ •\\ I I I I - �� �/11; / 5 . i►ss\r: \ . 4\ \I •/ 04.
\ �` \ 5 \4873 SF. \\ i \` \ I/;' 1 I I
` '� w v A J( nv `qV. VAv I A•,,V� 1
-vv �teAw v / v vv v ire v v I/ 1 1 1 1 1 1V ` �� �1e - //, y A v iv I I 4 h /
�aeea
3 i \ \\ / 1
00�sl
0 7.
I IL 1 1 I
➢
OS ! / A
t 86 SF. ` ✓ �� \ \\ \ k\ \ x s \ / / 1 \ \ \ - 7.539 a - R, 4,
/ \ -?,b. \-�
i�lJ / V /�11 I (1 1/ 1
/ / I//'�/ -♦ / A /////// /�/ /i i A ? A V v/ A v ` 2 V / t / r \ 1/ I / I I I V ` A --- --� / �� raj` / )l I
��-��i
--✓ '/'/ k/ �tlp4l8 ) \\ 0�` k\ `\ \\ /5' . \ / / % I I\ --ase Ac--_ 1-
/ // / // y�s�/ / / I/I \. 1 420,153E - \
- /--------------- - �f G.62&F - Ii i 41 1 1 1
1\ \ / /// ��---�� \/) / / / , / / /'� ♦ , an 1 ! l I l 0.14a. _- - - - - - -
\
/ / / / / / ♦ � \ �\ \\ 4� /! Ise r l?l �//�/'\ `� 1.tv - -- �-_
-------- -_
l9e!! l \k it i I / \ \°j _;;-_-r---�� -a.
gg / / \ / �•' \\ °' � --r_-�\ \ 'l / 1♦ 'o�4A�.F 1 III 1 I I 1
}u X- a7i1' i4\\ �\------''' 1�=\\\dl 1 ♦ t !p' -i-
Y' _ _
JI / </ 0,w s:F, v k- _ 1 I 1 1
/ e. 4o F. \ IB 1 1 1 I 1
\ 1/ / /// // �ry°�__\ \ s ♦ I
1
/��/ I a.saF
125
8,240 SF{ ) I 1 \ \ \ ! 8,110 S.F. \ �� 42t F\ I ,\ \ I
, s / / �_� \\ , ,/'• \ \\ S_ �`_ d�
/ . / j / - / \ ,�l 7i� !A �\ au Ac \/ \ a1s Aa / ♦ \ `t
,// / / / - � \ \�a42o4'1� � ' x�` ���_ \ ,�-�' \ �\ \ ,-\ -L � -'>' �\\ \I\\ I/� � sL 1-•-\'l'�111\ll 111 I /
I \ !
2.5. 5' SW
TYP. 1F3F
I=111
12
1/41I-
/ \ k / \ e 1 ,' ie \ --_ .z0, !\ A- r1 L \1' \ i \\s>.\ \ \ I 116 1 ♦ 1 '�.; 1
/ / / / \ \ / /1 ♦ I I az4y sF.l /'%llo S.F. >j
I� D.14A i \ \
��' /,\ \ \ ♦ \ �\ ` / \ � ��'1/ \sL� \ \ \ \ 11 1 1 1 '`r\ 1 1
/ / fl 1 � ) w .3 C � .V � \ ♦ V V p.e aF.� \ / \ A -V-10, V 1 \ ;
\ \ 1 9 s•zfA` /°� �\ / 3 \ / --rt '' ' \s` � \ �\ 79\Aa \ /; Z{-hY, , 1 1 1 � \� 1111. 1
-127- 7c
N2440 &F. 10 0,Y4s1¢
0.14 'A0,hcRF\.
l1
I \ to z F.
\ \ 3 1 a 4 I / // y°/ \ / - / / _> / \ bs 1•. / 1 1 /I I 1.. I.
\ \ \ 1 '/ \ \ /' ' / /' _ arm �1 \ \ ♦ \f\ 9.2
a
\\A°f
0.1 �a \ \ \ 1 \I\ I� /'� 1 ISI
1 1 ��A � \ �e s \\ �^�� /„•'� --/�---- � 1\ p 1 I 14.ebs K 1 � ��. I I
s IT
_-az4oaF. h`
I I I \<r-lea`\\�\\ �,_ /'�/^\ \ \,Y /\ s( 16snsaF.Tx /////j,/
I I I I I 0095 - 0.0 \ \ \ 1 \ I s \ \ / o.3z Ae / / /
/..
3.336a�F. /) 1 }, \ z \\ 6.1ryAG
x s7 S / / 0.
0,,24 / w s \\ \ Fo \\ ( ✓ ® / �a97s
\ \ s S.F. \ ./j \ ♦ / / / / /
° tT--1,/ �, 0,,s A<: � `%' ✓ / ` !` � �/ ! / +' X,`
\MAIL
\ ,/ se \ \ \KIOSK /1 97 1 // s ✓//' / 48 h\ yi // I / �� -/1--/ / l / ✓
\ \ 10,302 0,F. ) \ <t \ / I IZA S.F. / \ ✓ \ ,o,w9 \ / / / / / / fI /
70
\��d / - /�,� �,' ✓ ' ,2.4
V / 1.e 5- �♦ / ��-� . /' V 0.28 rje
1 1
/% // \\\ am-' \ �/ / /A �\ \\♦\� �� ,yam/ s �C // s ;�`C"\�� ,`// � / / //,' ' % / ,� ✓
41
V/ 4Q
osoAo. /�// /r- ,'/'� ✓
\ / ash Ad / �. /( \ / \ , i ♦ / / �
/J11
� / �' � i sw •< ,Y " OP A.
2.897 sF 5o
o. \
0,
�
rx, S.F. l l , �/3� 1 \ Z\ 1/ / / i/ ' ✓ A I 1 I I `
`�' / / / .' / �' / / �------J /I Imo' / S/ / / / / / / / / r✓O / /
PROPOSED /Y ry= //� =� /' / 1 '1�� // yp ♦\� _ .'
LA4DSCAP5,,i .I0, ,/� ��✓ //_'C��_i' I 1 ✓r
BERMto / n' / I /�/ ✓'✓
_r I`�/ , / ^,1 , 1
ACCESS EASM T,
J.
/
If
✓
SCALE: 1 " = 100'
TTI
0 100 200 250 500
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
00
00
a■ 0)00ri
Lo10
Lo 1-11
04 * 04
�to u
Z W 04 SW
J
OXO
W
W
z
(H
V
Z~
W
W
F-
W
Z tD
O Lo
H 00
Z 04
Z N
U _Z
W
O � W
N XO J
W m S
/A SON
�j J 0,00 CLZ
BLN=C-1874
.Q SEAL l
19843
AEL SN
• //��Q 111 ►111\`
CONSTRUCT/ON
PLAT
REVISIONS -111
FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
CE -01
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
Cl
132.08
425.00
17'48'21"
66.58
S39'55'40"E
131.55
C2
120.86
425.00
16'17'36"
60.84
N40'41'02"W
120.45
C3
11.22
425.00
1'30'45"
5.61
N31'46'51"W
11.22
C4
192.04
125.00
88'01'27"
120.76
S75'02'1 2"E
173.70
C5
197.54
579.83
19'31'11"
99.74
N51'11'29"E
196.59
C6
92.89
579.83
9'10'43"
46.54
N36'50'32"E
92.79
C7
139.04
325.00
24'30'46"
70.60
N19'59'47"E
137.99
C8
375.31
1059.56
20'17'42"
189.64
S17'53'16"W
373.35
C9
205.35
175.00
67'13'55"
116.34
N05'34'50"W
193.77
C10
504.26
255.00
113'18'05"
387.47
S84'09'1 0"W
426.02
Cll
27.36
225.00
6'58'03"
13.70
N30'59'08"E
27.34
C12
179.30
645.00
15'55'39"
90.23
N42'25'59"E
178.72
C13
106.42
225.00
27'05'59"
54.23
N44'34'29"W
105.43
C14
129.51
325.00
22.49'57"
65.63
S42'26'27"E
128.66
C15
78.68
325.00
13'52'17"
39.54
N48'44'42"E
78.49
C16
56.19
225.00
1418'27"
28.24
N34 -39'20"E
56.04
C17
390.01
825.00
27'05'10"
198.72
S41 *02'42"W
386.39
52.5'
25' BB
1/4 2 3" SF9.5A ASPHALT SEE DETAIL FOR CURB GEOMETRY
(2 -LIFTS)
II I I (�8" CABC
-
COMPACTED SUBGRADE PREPARE I
IN ACCORDANCE WITH GEOTECHNICAL
REPORT.
ROLL CURB CROSS SECTION
SCALE: NOT TO SCALE
r�
/
�.\\.
4 .a. O \_ it ... HBc ylc HBc ylc HBc ylc HBc ylc HBc �Br.
I ! I I 1v 1 \ \ IIl l / /
W,
23
1
/AAIwsa/y � / 1/ ✓
S0,, \ \.✓/i ✓i ✓/� \ r�// \ \\ I , /" \ \ \\ \ \ I
S/>(�/
1 WETLANDS
/ • /
\ I \ \
SAT
7� v I• \ A A 1 vv v
A 1797R MR
/ �I �✓ / / l / / �� / �/ / f �' r,zas-\- -_V - -1 T� wI \
L
\swo
�,ti,,t\/7.549 S.F. \ \> \
\ \\ /.�/� _. / � \ / � / / / / - � �.w 0,F. `I \ \�\ �./ \ a'so, � \ \ \�J \ `� �, � ; / \ \ a. •c Y \ _ � `\ I I \
�.. /� / � - 1 j j, \ \ \I � � / i ;�i i / ' ' � /•'-r�sF. �' ' / /� / `\ \ \ � \1 ��` \ \ /( } \ 1 ;\I \ 1� w \ s�° �� / // �• \ `\'♦ ,'�� / � \ \ \ \
4L34.AC' / .�. y / / T � � � �� 1 I \
t \0,e\
s � / 'C "v \ \ \ °I/ I ,!a 1 vr1 alis �.\
/i v toe/ \ °°. \ \ \ 1 'I / ' �, � Y� / >\�y \
7. F. y \ x \ \ \ \ /I I ap7 ---
����
/- / /y'/� I� 1 I I / / // � d m / , , %\ / � \ \ \ 1 1 1 1 1 \� 1 I Ai� �, •r \ � .. •� �'\ 1\ I \ \ /1 I
\\7
_ �il ✓ I I / / / / / / / /�// \ �A C / -\ I I 1 1 1 1 1 11/ i o �r5• \ do 1 ` \ Imo\\
- \ ,max �T" I'•, 1 I I / / / // i i� i' /a, i / /wi�e`s.F
4jg?a
/ j/,>s / _ 1 1
Z 9 ►�� //' / /// / /I// / /// T}` _ /I / ats.k .# I
s/. �' /`�\ I 1 I /Y / ST / / �q• I \ , �\ I f. \ \ 1
\ � \, 111 ► ,r� / / , // / � x / / I I J �♦ /
V. // // \ 1 1 11114 i // / ��s I J \\�`� y,\ 1. 11✓.1 y�l I `\ o�`N% ,�\ \_ \ `\ �'
IeJ3t21af1 I`� l \ \ \ `\� e s '1 \ /i. : ' .1p \ II 1 1 /I .'''1 11 1 \ \ / / l/ /%/ / / / I// /// //// / / / / / 's/� i p2 . ,/ . a.2z/ /A� ♦♦ /o / rr/ / / sh r/ � s4o 0,/F. / T/ I nI I ? 9y
Ia sF
bs 0,A, 1\
\
1071 0.17 \ i -\I I \ \ ✓ ✓r \ \ i
,
/� \\ya. \ 1 1 �y/!•�r 1(Y/f4g/ '/\ /(I 'I , ,. // 1:I 1�1 1/, / //1 /i�/i/j /` / / j'` ` /, /l i // A// / //��/ /�/�//. ®/4�/�/ � �//�° / t0��'ll// < a //q:0,/ //,_�a.17406AR� '840./E 9 // / /� (>` K yY I I I / swIS�1//��I'
12571 F. /
o.ze � h11. \> \I \I/. \N-
'S
\s/ j%s I\ \♦ \ /'/ i +' Q\ \\\ \ / \ \ \j I \6,50 S.,- "\\\aI 0 24 0,F. 27m•
0,
Y\om\ ✓ / i/_\ - /11
/G "
-
���'� _ \ /
SF_ / / 1 /� / / / / / l� \ 3 ` . I / s v \810 F\ \\Y I \ i `,1v s ' \`��" I I
Aa / / / / / / tv r a / /' 77 I
Vv I / /a1wsF: ;f < Bo4SFI' �Y - IIv1Al� A ; s /
\ J l f / azz .Jars Ao. 1` °bVie KIU�V� I i'' �•x W /� \ to
/l 11 7 I '
� A�/ rl:li' /� / ( / � �V / / ///�� // /'� C ,0,5 "y •/ I d'� r: z° X / 1 ! / I �� `VA 1 I /I I I I I I I �� ` �rt.n11.S ��'' /
/ / / 1 s
/, / le/l, 0.14 A� / I / x� `\ / / i r /41
y / 8.240 SF. % % / `\ I � I �• 1 d /
1 I I as4 s
/// S \ .�♦ //4 \ �\ / 1 / / m/ u. // I h` /0.yadF. I� I In;uilir 1 1 II I\ J
" / % ` \ / / 0.ry /0,F. / Y W} 1 I / I ( 1 ✓
• / - 1 �� / � 17 `SF/ / w 4 J •\/ 1 I I I / A,/ z / / naze0 F' / s' � \ < I I `d / ! 1 o.z0 �' I 1 1 , sI-
---- / / / ' t8 1
////�"104
/ /' / // `i / / / / V / // /"\ ♦ \\ 1, `\ / 1 / / // 1 III / / / / / / / /`//% / - 240 0,F..�
11/" A J // / - I Ili I / / \\ ✓
--- / ' \ / l / / \• /i9 / \ ° �\\ / ' /'`.`� / <\ �au A0. I / / / / 3aF! /">• / //' / / � _ 1 33` 1 I / \ ^ \
/ // / /'' \ 1 / / / / ✓ je / � // / , p ♦\� J I / r /sb.,,.. �/ g1u28 S.F. / '� / / h / / / / �t G / / i // / , / / // /7 asz
----- �-�� // / / ./'✓ \ \ \\ p 1 / / // / , /& / ac3,r //,� ♦ 1\ i /! / // </ / /'„ J ea sF. '� \ / /.� / / /T'z 7-- _ 74,o4s, sF.
�� \
/los / � ." i /� I •� ` � P / / / / T .� / '
aeeste s.
/ /
/. / / / / / 1( ,♦J '/.'r /i / / y ^C '� a / Y
�\ ��� / -/ //// /'///J/ ,/ \\•` ` / /J/ '�'/e/'� .O� /\�/ /�/ ///i /�8/ .� •. �o.2o Ae,//// ///'/ 3'/////�sa•. r// / //� \ �j \�/,asz3, \ �l \
// / / / / / / •♦
\ •i! / Ji / t< O,T1A{! � ° � J / /0'14/ s / / // / / / s \ \/ I / 1 \\
A 1 \
\ `-- -� / / ' i / ///�// i'/i' ii,', / I / \\`\ / \ \ �/ '/�/ y � '/ � ' w� 6' \```� 7�/,/'/�/`")°s�'•'' 7 / //'` �\ i /'/////i/// // / /�///i ax�sit Al
TO'Y'S /!/� % sh>\ \r
/7/,\ \ '►s'- \ g
8.321'aF: - S \ q \.` ,r 71
7.42;, 0,F/ \ I
J y < / 7,85,
/: / / // '� -- - J/ G�A ' // " �•. \` / 102 \ ,�\ \\\ \ ✓ \ \ 7 �// / \ _ -/.�. a F. /// r ��/_
\\ \\ / _ \ 4. 1
\ , ♦
\ 1 i / - / ✓' ,' \ \ \ \� / / // �' / i� J�<. \\ � w \ ,m \ \pj. \ 'q\�� I.� l \ •\\ I I I I - �� �/11; / 5 . i►ss\r: \ . 4\ \I •/ 04.
\ �` \ 5 \4873 SF. \\ i \` \ I/;' 1 I I
` '� w v A J( nv `qV. VAv I A•,,V� 1
-vv �teAw v / v vv v ire v v I/ 1 1 1 1 1 1V ` �� �1e - //, y A v iv I I 4 h /
�aeea
3 i \ \\ / 1
00�sl
0 7.
I IL 1 1 I
➢
OS ! / A
t 86 SF. ` ✓ �� \ \\ \ k\ \ x s \ / / 1 \ \ \ - 7.539 a - R, 4,
/ \ -?,b. \-�
i�lJ / V /�11 I (1 1/ 1
/ / I//'�/ -♦ / A /////// /�/ /i i A ? A V v/ A v ` 2 V / t / r \ 1/ I / I I I V ` A --- --� / �� raj` / )l I
��-��i
--✓ '/'/ k/ �tlp4l8 ) \\ 0�` k\ `\ \\ /5' . \ / / % I I\ --ase Ac--_ 1-
/ // / // y�s�/ / / I/I \. 1 420,153E - \
- /--------------- - �f G.62&F - Ii i 41 1 1 1
1\ \ / /// ��---�� \/) / / / , / / /'� ♦ , an 1 ! l I l 0.14a. _- - - - - - -
\
/ / / / / / ♦ � \ �\ \\ 4� /! Ise r l?l �//�/'\ `� 1.tv - -- �-_
-------- -_
l9e!! l \k it i I / \ \°j _;;-_-r---�� -a.
gg / / \ / �•' \\ °' � --r_-�\ \ 'l / 1♦ 'o�4A�.F 1 III 1 I I 1
}u X- a7i1' i4\\ �\------''' 1�=\\\dl 1 ♦ t !p' -i-
Y' _ _
JI / </ 0,w s:F, v k- _ 1 I 1 1
/ e. 4o F. \ IB 1 1 1 I 1
\ 1/ / /// // �ry°�__\ \ s ♦ I
1
/��/ I a.saF
125
8,240 SF{ ) I 1 \ \ \ ! 8,110 S.F. \ �� 42t F\ I ,\ \ I
, s / / �_� \\ , ,/'• \ \\ S_ �`_ d�
/ . / j / - / \ ,�l 7i� !A �\ au Ac \/ \ a1s Aa / ♦ \ `t
,// / / / - � \ \�a42o4'1� � ' x�` ���_ \ ,�-�' \ �\ \ ,-\ -L � -'>' �\\ \I\\ I/� � sL 1-•-\'l'�111\ll 111 I /
I \ !
2.5. 5' SW
TYP. 1F3F
I=111
12
1/41I-
/ \ k / \ e 1 ,' ie \ --_ .z0, !\ A- r1 L \1' \ i \\s>.\ \ \ I 116 1 ♦ 1 '�.; 1
/ / / / \ \ / /1 ♦ I I az4y sF.l /'%llo S.F. >j
I� D.14A i \ \
��' /,\ \ \ ♦ \ �\ ` / \ � ��'1/ \sL� \ \ \ \ 11 1 1 1 '`r\ 1 1
/ / fl 1 � ) w .3 C � .V � \ ♦ V V p.e aF.� \ / \ A -V-10, V 1 \ ;
\ \ 1 9 s•zfA` /°� �\ / 3 \ / --rt '' ' \s` � \ �\ 79\Aa \ /; Z{-hY, , 1 1 1 � \� 1111. 1
-127- 7c
N2440 &F. 10 0,Y4s1¢
0.14 'A0,hcRF\.
l1
I \ to z F.
\ \ 3 1 a 4 I / // y°/ \ / - / / _> / \ bs 1•. / 1 1 /I I 1.. I.
\ \ \ 1 '/ \ \ /' ' / /' _ arm �1 \ \ ♦ \f\ 9.2
a
\\A°f
0.1 �a \ \ \ 1 \I\ I� /'� 1 ISI
1 1 ��A � \ �e s \\ �^�� /„•'� --/�---- � 1\ p 1 I 14.ebs K 1 � ��. I I
s IT
_-az4oaF. h`
I I I \<r-lea`\\�\\ �,_ /'�/^\ \ \,Y /\ s( 16snsaF.Tx /////j,/
I I I I I 0095 - 0.0 \ \ \ 1 \ I s \ \ / o.3z Ae / / /
/..
3.336a�F. /) 1 }, \ z \\ 6.1ryAG
x s7 S / / 0.
0,,24 / w s \\ \ Fo \\ ( ✓ ® / �a97s
\ \ s S.F. \ ./j \ ♦ / / / / /
° tT--1,/ �, 0,,s A<: � `%' ✓ / ` !` � �/ ! / +' X,`
\MAIL
\ ,/ se \ \ \KIOSK /1 97 1 // s ✓//' / 48 h\ yi // I / �� -/1--/ / l / ✓
\ \ 10,302 0,F. ) \ <t \ / I IZA S.F. / \ ✓ \ ,o,w9 \ / / / / / / fI /
70
\��d / - /�,� �,' ✓ ' ,2.4
V / 1.e 5- �♦ / ��-� . /' V 0.28 rje
1 1
/% // \\\ am-' \ �/ / /A �\ \\♦\� �� ,yam/ s �C // s ;�`C"\�� ,`// � / / //,' ' % / ,� ✓
41
V/ 4Q
osoAo. /�// /r- ,'/'� ✓
\ / ash Ad / �. /( \ / \ , i ♦ / / �
/J11
� / �' � i sw •< ,Y " OP A.
2.897 sF 5o
o. \
0,
�
rx, S.F. l l , �/3� 1 \ Z\ 1/ / / i/ ' ✓ A I 1 I I `
`�' / / / .' / �' / / �------J /I Imo' / S/ / / / / / / / / r✓O / /
PROPOSED /Y ry= //� =� /' / 1 '1�� // yp ♦\� _ .'
LA4DSCAP5,,i .I0, ,/� ��✓ //_'C��_i' I 1 ✓r
BERMto / n' / I /�/ ✓'✓
_r I`�/ , / ^,1 , 1
ACCESS EASM T,
J.
/
If
✓
SCALE: 1 " = 100'
TTI
0 100 200 250 500
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
00
00
a■ 0)00ri
Lo10
Lo 1-11
04 * 04
�to u
Z W 04 SW
J
OXO
W
W
z
(H
V
Z~
W
W
F-
W
Z tD
O Lo
H 00
Z 04
Z N
U _Z
W
O � W
N XO J
W m S
/A SON
�j J 0,00 CLZ
BLN=C-1874
.Q SEAL l
19843
AEL SN
• //��Q 111 ►111\`
CONSTRUCT/ON
PLAT
REVISIONS -111
FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
CE -01

W/
a
-
1 I ►I\ 1 � `
258.00 S \ \ I 1 \ 152 LF 1
V \ \ \ \ I CPI @ 2.107.\ I
\ \ 1 \ \
\\STIR 1¢1+3/38
\\� \ \\M�I . #13 \ JG \260.6111 \ \ \
\VVMV.' \
V OU\T X51258.09
N 251 .39
\ C.B. 4 \
\INV. IffVV��2 4�� \�\ \\\ TOP 6060\ `
INV. OU'r�y4 4 \ �.� \ \INV. IN 26.80 1 1
/ L / /' ✓ \ \ \ \ \ \ \ \ \ \\ \\\4.CF 1� `\ \ \ \ Q \ \ \ \ INV. 0 T 540 1
1\8 RCP C6 2.Q% \ \
6F�8 DR 35 Q\
C.B.#44
\ \ 4 \
VAOU27(0\ \
\ \ \ M.H. #14
\ \ TOP 263\ 51 \ \ \ \ \` \ 2 s�4s II I 1 \ \ \ \ \ \
TCA267 141.61 ' \ \ \ \'� O� \ \\5Q \ \ \ \ r\ \ . II. j I I 1 \ \ I
IMV. 142.( �-
�1\kRY)
CURVE TABLE
N
IP.0 52,.00'
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
132.08
425.00
17'48'21"
66.58
S39'55'40"E
131.55
C2
120.86
425.00
16'17'36"
60.84
N40`41'02"W
120.45
C3
11.22
425.00
1 °30'45"
5.61
N31'46'51 "W
11.22
C4
192.04
125.00
88°01'27"
120.76
S75`02'12"E
173.70
C5
197.54
1 579.83
19.31'11"
99.74
1 N51°11'29"E
196.59
W/
a
-
1 I ►I\ 1 � `
258.00 S \ \ I 1 \ 152 LF 1
V \ \ \ \ I CPI @ 2.107.\ I
\ \ 1 \ \
\\STIR 1¢1+3/38
\\� \ \\M�I . #13 \ JG \260.6111 \ \ \
\VVMV.' \
V OU\T X51258.09
N 251 .39
\ C.B. 4 \
\INV. IffVV��2 4�� \�\ \\\ TOP 6060\ `
INV. OU'r�y4 4 \ �.� \ \INV. IN 26.80 1 1
/ L / /' ✓ \ \ \ \ \ \ \ \ \ \\ \\\4.CF 1� `\ \ \ \ Q \ \ \ \ INV. 0 T 540 1
1\8 RCP C6 2.Q% \ \
6F�8 DR 35 Q\
C.B.#44
\ \ 4 \
VAOU27(0\ \
\ \ \ M.H. #14
\ \ TOP 263\ 51 \ \ \ \ \` \ 2 s�4s II I 1 \ \ \ \ \ \
TCA267 141.61 ' \ \ \ \'� O� \ \\5Q \ \ \ \ r\ \ . II. j I I 1 \ \ I
IMV. 142.( �-
�1\kRY)
- 30' OFFSET LEFT
- - - - - -15' OFFSET LEFT
EXISTING C/L
- - - -15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT
_
_ N31'01'2.Y'WJ.._� :!■ - - 1 �i 3��
2i 52' `"\ -�-- - \ - - - - -_ 1531 LFI
I§ DRI 3 1 es c I M.H.# 2
. 10\ \ \ 1 1 1 1 1 I I 1 P 5.21 �I 1 1 NV N
HIYD. 8�-3y' \ \ V s4-�9 RC LF®4878% V A . I I I I INV. IN 242 . 3 �VW1I
- - - -=- \ \ \ 1 I ISA I 1 INV. IN I253.2� �CB#) IIN�. O+J
5]A I IMV. OU 22.36 1 \ 1 1
STA 10+54.44 \ \ \ \ \ \ \ \ \ \3 r8\' \ W W.�#1\ \ 1 1 /L �5 I I I I 1 1
TC 266.20 \ 8 N V 243. 0 11 I 1 I I I
`272 LF 18" I \\ �� \ \\ 4\� \\ P TJA I t 3� �\ \ B\UR,Y)Q \� I I I I I I I I I B I #47.91
1 1 1
RCP @ 5.38% \ \ \ \ \ I`O 1 1 �L 5i.9i \ ) \ \ 1 I I 1 1 1 1 `` OP1 27.91 1 1 1
\ \ / �� \ \ \ \ \ \ \\ 1 ` 5 E 'SF I V. 0 T 2P5.60 1 I I
W/2-6' FES I \ \ \ \ 1 1 1 1\\ I 50' \ N1AE\ I� gU�F H 1 1 1 '\ I I
\ \\ \ I I I I I \\ UFFF\R\ \\ 1 1 I I \ I S I I I I I I
I I I I I I I IIIII \ \ \I \ \ \ \ \ \ Ill 1 \ \\\ \\\\\\ \ 1
INV. FES
► 272.00 I I I I I I I I I I I\\\ l\ \ \\ I \\ \
► , 1 \ l \ 1 1 I I � \ \ \ \ \ � \ , 1 � 1 \
PVI STA; 13+00.00
PVI ELEV; 256,00
K: 2 5.9 5
LVC; 200.00'
N
IP.0 52,.00'
STA 10+00
C/L t268.5?r
�0 526Q,'
I
STA 10+10 I
\ \ I \
\\ I 1
C/L 268.31
\\
/ I
VAI i
i
�
- HYD.
-
l
�
l
\ \
\ '�
- 30' OFFSET LEFT
- - - - - -15' OFFSET LEFT
EXISTING C/L
- - - -15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT
_
_ N31'01'2.Y'WJ.._� :!■ - - 1 �i 3��
2i 52' `"\ -�-- - \ - - - - -_ 1531 LFI
I§ DRI 3 1 es c I M.H.# 2
. 10\ \ \ 1 1 1 1 1 I I 1 P 5.21 �I 1 1 NV N
HIYD. 8�-3y' \ \ V s4-�9 RC LF®4878% V A . I I I I INV. IN 242 . 3 �VW1I
- - - -=- \ \ \ 1 I ISA I 1 INV. IN I253.2� �CB#) IIN�. O+J
5]A I IMV. OU 22.36 1 \ 1 1
STA 10+54.44 \ \ \ \ \ \ \ \ \ \3 r8\' \ W W.�#1\ \ 1 1 /L �5 I I I I 1 1
TC 266.20 \ 8 N V 243. 0 11 I 1 I I I
`272 LF 18" I \\ �� \ \\ 4\� \\ P TJA I t 3� �\ \ B\UR,Y)Q \� I I I I I I I I I B I #47.91
1 1 1
RCP @ 5.38% \ \ \ \ \ I`O 1 1 �L 5i.9i \ ) \ \ 1 I I 1 1 1 1 `` OP1 27.91 1 1 1
\ \ / �� \ \ \ \ \ \ \\ 1 ` 5 E 'SF I V. 0 T 2P5.60 1 I I
W/2-6' FES I \ \ \ \ 1 1 1 1\\ I 50' \ N1AE\ I� gU�F H 1 1 1 '\ I I
\ \\ \ I I I I I \\ UFFF\R\ \\ 1 1 I I \ I S I I I I I I
I I I I I I I IIIII \ \ \I \ \ \ \ \ \ Ill 1 \ \\\ \\\\\\ \ 1
INV. FES
► 272.00 I I I I I I I I I I I\\\ l\ \ \\ I \\ \
► , 1 \ l \ 1 1 I I � \ \ \ \ \ � \ , 1 � 1 \
PVI STA; 13+00.00
PVI ELEV; 256,00
K: 2 5.9 5
LVC; 200.00'
561.61' /
N E STp` 234-00
Mp`TCH LI • �► � \
\ I I I IIIIIIIII I I
\ 189 LF 8" SDR 35 I I 1
\ PVC S.S. @ 3.5%
III I IIIIIIIII \ \ \ \
M.H. #22TOP
I I I I I I III Is�fA 12J38 32 \\\\
\ TOP 261.13 1 I 1 1 1 1 I/LI E�L�V. &0.67 \
INV,. OI�T 54503.84 1 1 I111111 \ \ \
8-F �" 9DR 35 1 1 I 11 1 111111 \\ \ \
Qi PV
S. ®I3.5 1.
�
M.H. #26
\ TOP 264.44
INV. IN 257.18
\ INV. OUT 256.98
84L 8"S. @DR3.3PVC \1
KIOSK TC i�7.83/I
MAIL l
23 _ a 266.3
/ - I\\\\ \
��I
'"'°
�00
FIRE 52/0
IP.0 52,.00'
/ 52.00' ��
�0 526Q,'
\52.00'
VL) V� 5.2.00'
52.00' �3
.00'
5 .00' 3
52.00'
\
- HYD.
-
//
I C.B7#42 r
_
l
\ \
\ '�
-TOP -#Z61.540-
255.36i6�
F 8" SDR 35
%
371 LF 18" %
RCP ®17.3%, I
I
I Tod 264.1'
/
/ \
\
INV.I
\ \
HP STA
18+46.70
/'
PVC
/
S.S. @ 3.0%
M.H
�6�.76
99 I II I I
I IpQV. IN 257.32
INV. OlyT 257.27
/ ` _
\ \
\
C/L ELEV.
273.216-,/'
/
/
i /
'_-oo
IN1�. IN 260.2 I
250.47 H.#13)
I 1 II
I
1
-
\ \ \
o
35 LF15.
s� RCP 5.0% i 0i0j
/
/
KV. OUT 260.12 I
2 1.27 H. 15
F125g27 I 1'4D 11
Ill /Boa /
STA,,1-(04.92
4;C 263.08 290 LF 8" SDR 5
CD c
0
/ /
/
'C. B./#41, / PVC S.S. @ 4.01.
\ \ \ \
\ \ \
M -K, #15
0
/
M.H. #25
22
TOP 263.08 /
\ 1 INV. IN_257.16
\ \ \
\ \
\� \
NOP OUT 63.87
tlJ
NOV. OUT 266.14
/ / /_
TC 268.14
/STA120+24.24 \
/ \
57.11/ -----
J\ \�11*W�UT 257.11,,--
/ 95.25' 52.00' nn2�
- -
\ \ ----
-7,
5 '00'
\ -
\
55' 00' CIA
An 752-ISLO'
-
52.00' ro
�__---
n,� 52.00' �
/
/7f
/ 52.00'/ �nnnr
TC7-68.57
520 �
561.61' /
N E STp` 234-00
Mp`TCH LI • �► � \
\ I I I IIIIIIIII I I
\ 189 LF 8" SDR 35 I I 1
\ PVC S.S. @ 3.5%
III I IIIIIIIII \ \ \ \
M.H. #22TOP
I I I I I I III Is�fA 12J38 32 \\\\
\ TOP 261.13 1 I 1 1 1 1 I/LI E�L�V. &0.67 \
INV,. OI�T 54503.84 1 1 I111111 \ \ \
8-F �" 9DR 35 1 1 I 11 1 111111 \\ \ \
Qi PV
S. ®I3.5 1.
�
M.H. #26
\ TOP 264.44
INV. IN 257.18
\ INV. OUT 256.98
84L 8"S. @DR3.3PVC \1
KIOSK TC i�7.83/I
MAIL l
23 _ a 266.3
/ - I\\\\ \
��I
'"'°
�00
D.I. #47
TOP 263.75
INV. OUT 257.66
SlREET'S4"
PVI STA; 18+50.00
PVI ELEV; 275,00
K: 2 7.9 9
LVC; 200.00
\�"'\ I \ \ \\\\\\\\\\
I I \ 1 1 1 1 1 1 1 \\ \ \\ \ \\
I 11 I I I I I 11 I I I \\ \\ \\ \
1 1 \ \ I I I I I I
1 1 1\ I I 1 1 1
I I
I � I
I
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
FIRE 52/0
IP.0 52,.00'
/ 52.00' ��
�0 526Q,'
\52.00'
VL) V� 5.2.00'
52.00' �3
.00'
5 .00' 3
52.00'
38.58' 2 08' S�
2
- HYD.
-
//
I C.B7#42 r
_
m� \
\ \
\ '�
/ 194
F 8" SDR 35
%
371 LF 18" %
RCP ®17.3%, I
I
I Tod 264.1'
/
/ \
\
\
\ \
\
\ \
HP STA
18+46.70
/'
PVC
/
S.S. @ 3.0%
M.H
�6�.76
99 I II I I
I IpQV. IN 257.32
INV. OlyT 257.27
/ ` _
\ \
\
C/L ELEV.
273.216-,/'
/
/
i /
IN1�. IN 260.2 I
250.47 H.#13)
I 1 II
I
1
-
\ \ \
o
/
/
KV. OUT 260.12 I
2 1.27 H. 15
F125g27 I 1'4D 11
Ill /Boa /
\
CD c
0
/ /
/
1
D
/q
(lJ
I 114 LF 15"
I HDPE @ 0.3%I
tlJ
(lJ
It
--
280.00
W
1
(�O
coN
U
W
1
0
I
V V N O
�
i..i W
w
O 07
G
(0
06
7 N
11E�'SqMENT
co M O
-�
m
(O
00
m M
N �_�
280.00
a_
ui
V t M F-
O
W
M+
57 M
c6 N F-
(1J
0_ W
N t N N F-
[O
([) + N F-
� r
(7 t M F-
N W
0_
V t N F-
N O co
M t
N 4
R N
(O
F-
N+ N F-
N N CO
2 Q >
-O
D.I. #47
TOP 263.75
INV. OUT 257.66
SlREET'S4"
PVI STA; 18+50.00
PVI ELEV; 275,00
K: 2 7.9 9
LVC; 200.00
\�"'\ I \ \ \\\\\\\\\\
I I \ 1 1 1 1 1 1 1 \\ \ \\ \ \\
I 11 I I I I I 11 I I I \\ \\ \\ \
1 1 \ \ I I I I I I
1 1 1\ I I 1 1 1
I I
I � I
I
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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
■ cD
"0
'00
■ (n00ri
aLO10
\ 04 * 04
V 04^04
�c�
W
04
Z "J
OXO
Fn
a-Lj
W
W
Z
(H
V
Z~
W
W
ofF-
W
Z c0
O LO
00
O r-
Z N
U _Z
Ohoz
�W
N XJ
WO
M=
/A SON
�j J 00 CL Z
BLN=C-1874
��`
CARO
R•�oF ESS jp4,9
•Q SEAL l
= 19843 =
CNAEL S�
1
2-1-17
STREET "A"
PLAN/PROF/LE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -02
O
In
O �p
OCD
O M
O
OD
0 0�
In
a
U7
CD c
0
D
(lJ
tlJ
(lJ
It
--
280.00
W
(�O
coN
U
W
o
M
��,
V V N O
i..i W
w
O 07
G
(0
06
7 N
I J
co M O
-�
m
(O
00
m M
N �_�
280.00
a_
ui
V t M F-
O
W
M+
57 M
c6 N F-
(1J
0_ W
N t N N F-
[O
([) + N F-
� r
(7 t M F-
N W
0_
V t N F-
N O co
M t
N 4
R N
(O
F-
N+ N F-
N N CO
2 Q >
-O
Od
Q OL>
Q
Q Oom
Q
>
>
cnH
- _
\
�,'-
275.00
�.aN j�
-�=\
275.00
,-
n LH
ui
270000
\ ;,
,-
_
_
•\\
(n>
\
\
_ _
_
\\
-
J
W
-
`
�
_
C ORS �8
VA
,\
CN
\
��\
265.00
\\
U ILIU
wgTeR
•
265.00
•
C\
900
\
\\
�P�ER
- -
-- _
p�C-
S'
\
4
19Of
_
8
m
m m
II
260.00
_j
260.00
w
w
00
Y
w
\
ii
0
4SF8„
z'
\
o
>bad
-� II ,RCP IIII
PV D
G S R -3S
@
w�
~�>
\ �DuJ
0
gyp%
-
o
798
.�
,9j
Fg S6
M
J. - I
//�
ow
P�CSS@3
PR -3S
�.
255.00
Q
/
Spy
255.00
Ire
N
x=
puJ N x
Ln eo
x�
\
II
P
cxoc�
/
/
3.00% 1$.
00
x�
_
00
p
SA
SS R 3
\•
I I
153 7-8-7-91,:1:57P V C SS @0.60%
250.00
\
\
250.00
C,
m
\
m
uJ
w�
\ %
245.00
-
245.00
FQ
ry
:o
�r
x
-
-
II
00
w
00
240.00
-
240.00
235.001
I
I
I
I
I
I
1235.00
d
U?
co
Cfl
O
U?
co
M
LO
N
O
co
07
N
co
d
co
-
07
d"
CO
co
M
m
O
N
0?
LCA
LCA
M
0?
N I�
M
I`
d
N
CO
00
I�
M
07
m
O
d"
N
O
d
co
CO
co
CO
`1-
CO
N
CO
O
CO
00
LC)
ti
LO
00
u")
m
U-)
CO
N
CO
NJ-
CO
Co
CO
0o
CO
m
Co
I`
N
ti
co N
I` ti
ti
m
CO
ti
CO
LC)
Co
M
CO
N
Co
O
CO
00
LC•)
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N
N
N
N
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
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
■ cD
"0
'00
■ (n00ri
aLO10
\ 04 * 04
V 04^04
�c�
W
04
Z "J
OXO
Fn
a-Lj
W
W
Z
(H
V
Z~
W
W
ofF-
W
Z c0
O LO
00
O r-
Z N
U _Z
Ohoz
�W
N XJ
WO
M=
/A SON
�j J 00 CL Z
BLN=C-1874
��`
CARO
R•�oF ESS jp4,9
•Q SEAL l
= 19843 =
CNAEL S�
1
2-1-17
STREET "A"
PLAN/PROF/LE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -02

O
O
X
_ _ \ 00
Lo
C.B. #27
TOP 253.73
P \ N
INV -4N--250.10249.
l[J�V. OUT 245.90
\ STA -23+94.37
\ TC 254.91 \
MA-rCH
_ LIN
E S1-,� 3
6
gip/ �3 79/ / -j
IN IN 22$.37/ / r O O
/OU/T 228.17
A5 $Ve
36 LF 24" -WJ WA �C RCP ® 1.0% / / / /
w - - IIS/ IN 233.
\ -- \ / / ; 0 D.I. #50 �� - ' " - - - - / i / /Y 0 - -INV. OUT 2 3.11K
39 LF 18' ( 244.75 'o / _ / / /
RCP\1 0� OUT 241.75 C.B. 11
T6Pl 31.98
/ NOV � �// /yn � / �� �'
INV. -IN 228.18 / 8 F/18`
'-5-7
/ / I I \ \ \\ \ \ \ �� ♦ \ \�NV OUT 227.98i/ CP 9-3-0% �' // /
j p $�}�q �7 LF 24" / \ \ \ D.I. #49 \_ _ -- / /
\\INbV N 251308 \ ` \ / / RCP 6.28% oC0 / / EASEMENTAGE 1 I \ �_ ST M,+
OU
a' / / % /
1 I \ \ TOP 238.75 /
OUT 20U.4;z \ \ / 1 I \ \ \ \ \ \ \ \ \ INV. OUT 235.50 -� �C 8�
/ STA 24+74.85 / / 110 LF 15" � I I I I I I \ \ 1 \ I \ \ \ \ \ \ \ \ \ /� - \♦ \ � l6 ';32.8.1 � / / TQ-��.B�
TC 251.94 _ HDPE ® 0.8%" / I \ \ \ \ \ \ \ / \- \� / TIAL -HV 2,30.-54
P. \ \\\\` c� 1To� ----- I I I I I I 1 1 1 \ \\ \\ \ \ \ \ \ \ \ wV-orJT U9'4 j�
\ \ \ \\ \\ \\\ \ \\ \ --c.B. 2s -
5I 94- - �� / / I 1 \ \ \ \ \ \ \ 110 \LF 15" \ \ \ / / C.B. #10
\ \\ 2
\\ \ \ \ \ \ q cn INV. IN 246.32 I, / I I I I \ \ 7z \ \ \ / \ / NV IN 227.6 -� \ / / N / /
\� \\ \T0p 54.59 �\� ♦ \- INV. OUL 462 / a I I \ \ \ \ VIDPE\O 2.1 \• \ / ^ \ 2 7
\ \ \ \ \ \\ \ \ \ INV OUT 251:50 N \♦ - - I ► I / / / I I I I I I I \ \ \ \ \ \ \ \ \ 1 I / \ \ \ - / AV. OUT '2 7 42 � - � \ � / / (6 QfA.--IN D 9R
\ \ \ \ ♦ / / \ / \ \ / _ / TOP 2321.9x- °
\ \ \ � � •� 150 LF 24" I / /
\ \ \
"4-J5.86
\ ♦ _ +� - `RCP @ 3.5% C.B. #24 / % laol I I I I I I \ \\_\\ \\ \ \ \ \ \ I \\ \ - J/ / / / INV. IN 21-285 M fi #f6�
\ \ \ \ \ STA 24+ 5.86 FIR \ ♦ I T P-246 03 / / / w I I \ �' uRP IN 4GE\ � � \ \ � / \ \ \ \ D.I. #48 / /O' / / 38r LF 36'\ - �►/ � / // INV. 11� 224.00 �M H�38c7_)
\ \ \ \ C/L 253 8 \ HYD. ♦ / I1V�V. IN 240.87/ / I I I I 00\ / \ \ \ \ \ / \ \ \ \ \ \ \ TOP 231.00 _ - / / / / -
\251/♦ -- I I / / I \ \ EASEMENT \ \ / \ \ / \ \ \ / /RCP ®5.0% _ l L I V' UT 21fl:6
\ \ \ \ \ M.H.\� \ ♦ �� j'� IIN .�1T j40.6 j / / / I I I \ \ ao\ \ / 1 I / / / INV. OUT 227.31 'i n�
TOP 5:98 ,i\ 1 1 1 1 \ \ \ \
\ \ \ \ \ \ ♦ � _ I \ \ \ \ w \ \ \ \ - -- � / / /STA �3+62�1'T
\ \ \ \ \ \ \ INV. IN 247.22 ` - I/ / / / 21fr1 LF 2�4" I \ / / \ \ \ \ TC 226.99 / Q B.
\ \ \ \ \ \ NNV.\OUT-247.02 ♦� / I ,L - - SCP 0/3.5/ ' 1 \ \ I I \ \ / I 1 1 1 I / / \ \ \ \\ 1,0` DRAINAGE \ - J /
qqoo \ \ f TC/230.2'4
C.B. 2 W I I i /\ l
\ \ \ \ �\ ♦ / / % �_ ! I \ / 1 1 1 1 I / / \ \ \ 6S`LMEN _ / / /TOP 230 25
\ \ \a, \153\ / N /L I I , NOV. N 293.11 I / \ \ \ \ \ - �a Nom. N 2 5.
�I � III \ \ \ � � - /1N�a. �,N �z25.�
\\ \\\\ \ p LF -8" ♦ \ / / / '� J -I I I /, / 1 1' I Iad \ \ \ \ �J /
��� N �I_I_1'-� T1_--
S.S. ® 3.5% �\ - I°y 1212. /
\ \ \ \ \ R 35 PVC` C, - -. / / I I ' INVI I I \ / \ \ \ \ \\ \ \ TSTA:i �-7-.52 - _ /
\ \ \ \ \ \ \ � \ -PC STA - _ �� I / % T �I I I I I 7G�P F 1 S.0 • \ \ mo �1 Lt' T-6- 226.5$ _ /-RCP-2.5 • f
\ \ \\ cs \ 252875 / - �� + 14 \ H� ��� _ �� f /
249.$5 \ I 1 / - \ _ �C 226.68 TTS 3�2 95 5 w \i N� STA 3 98.59
\ eB- LP STA /
\ \ \\ \ \ \\ \ \ \ \ _ \ ��\ / ► ���_ -' 1 225 LF 30" \ \ \ -TOP- � - 32+09.70 `' - / / C EV
RCP ®3.5% XV IN 221.62 C/L 226.57 ,;,229.73
_ _
-INV UF- 221.42 H.C._ �,, � ✓ / / / / / / / / / /
_ _ \ _ , //QR -18 3 C-900 / /
\ \ \ \ \ \ M.H. #20 c / ♦ �- \\ / \ QZ LF 30" SIGN O /L
TOP 248.15 _ k 7 6. 2' �� v��
\ \\\\ \ \ \ \ \ \ \ \ �INV. IN 241.66-IRV.-eu- 9 66 �-tF�8' _ T � N _ -�, / - �' \� N /\ \ 1 /QB--#� - sA/\ �� ��'\ S. (GREEN)/ /
\ \ \ \ \ \ \ \ - RCP ®�:Oy _ N �T7i \ ` \ (n \ \ \ TQPP 229.5fl �� �/ _ S. 2.78!
\ \ \ \ \ �� C @ / / X219 �'8" �' - ♦ ` \ \ I
INV. 1R 225:03/�� o % �/
_ / / PCA
COP 46.Sk3
IPPV OUT 2 87 &DR 35 VC - - ♦ \� �� -Irw, -OU 224.83 -� \'�3 /LJ1265
\ _ M.H. #19 �� ♦ - _- �,
>SY® 3.5� 'fOP 239.9-2-- / -` ' J ��� \` cn i -- /' i
JNV. IN 231.99- CB._ 23 -- -/�� cn \ ���\ - TOP 28.55 �/`R�
T 26+677 INV..-ObT 231.79 # \ (
PROFILE LEGEND - / _ - - - - c� EC Y_ 244.8 - _ _ - TOP 237.73 N/ / �� / �fNV. IN 213.34 (ny ��uOFF
\ \ \ - _ _ - - , - / _ - c,, / 'INV_O>7T-234 21 29� LF 8" I %/L / ♦ INV.JN�20 71 (�'f 2 < /
-30' OFFSET LEFT - _ - - - - - -' / / / / =° _ - - - \ - _ NV. OUT 211 34 /� - c,�' �
- i / - - - / SDR 35 PVC / /' I I 1 �� - \�� ;9 \
�� �_-_ ---_ _ / -- J / \ sop 118 LF 8" S 0\
S.5
- - - - -15' OFFSET LEFT / - / � / - 00 - ��•5% kk
/' s- / �! C9 / -SDR _.35_PVC
EXISTING C/L - - - ' - - / - _ - ' \ - - - - / f / / / S.S. ® 4.05% / \ �'S
- - - -15' OFFSET RIGHTLA
-- -30' OFFSET RIGHT ---_-_--- -_--_ - - --/ !y B• 7 �� to
co
' - - - / / - \ - ' / / / / / / / / / / / �P / \� \ p
TOP 226.58 / `°
--� / -- / \ / / / / i � / �� IF�d7" \� \� INV. IN - ---0
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C5
197.54
579.83
19'31'11"
99.74
N51'11'29"E
196.59
C6
92.89
579.83
9'10'43"
46.54
N36'50'32"E
92.79
C7
139.04
325.00
24'30'46"
70.60
N19'59'47"E
137.99
C8
375.31
1059.56
20'17'42"
189.64
S17'53'16"W
373.35
C9
1 205.35
175.00
f 67'13'55" 1
116.34
1 N05'34'50"W
193.77
C10
1 504.26
255.00 1113-18'05,1
/////// INV. IN 221.57-
INV.�U�2-21.37
387.47
1 S84-09'1 0"W
426.02
MA-rCH
_ LIN
E S1-,� 3
6
gip/ �3 79/ / -j
IN IN 22$.37/ / r O O
/OU/T 228.17
A5 $Ve
36 LF 24" -WJ WA �C RCP ® 1.0% / / / /
w - - IIS/ IN 233.
\ -- \ / / ; 0 D.I. #50 �� - ' " - - - - / i / /Y 0 - -INV. OUT 2 3.11K
39 LF 18' ( 244.75 'o / _ / / /
RCP\1 0� OUT 241.75 C.B. 11
T6Pl 31.98
/ NOV � �// /yn � / �� �'
INV. -IN 228.18 / 8 F/18`
'-5-7
/ / I I \ \ \\ \ \ \ �� ♦ \ \�NV OUT 227.98i/ CP 9-3-0% �' // /
j p $�}�q �7 LF 24" / \ \ \ D.I. #49 \_ _ -- / /
\\INbV N 251308 \ ` \ / / RCP 6.28% oC0 / / EASEMENTAGE 1 I \ �_ ST M,+
OU
a' / / % /
1 I \ \ TOP 238.75 /
OUT 20U.4;z \ \ / 1 I \ \ \ \ \ \ \ \ \ INV. OUT 235.50 -� �C 8�
/ STA 24+74.85 / / 110 LF 15" � I I I I I I \ \ 1 \ I \ \ \ \ \ \ \ \ \ /� - \♦ \ � l6 ';32.8.1 � / / TQ-��.B�
TC 251.94 _ HDPE ® 0.8%" / I \ \ \ \ \ \ \ / \- \� / TIAL -HV 2,30.-54
P. \ \\\\` c� 1To� ----- I I I I I I 1 1 1 \ \\ \\ \ \ \ \ \ \ \ wV-orJT U9'4 j�
\ \ \ \\ \\ \\\ \ \\ \ --c.B. 2s -
5I 94- - �� / / I 1 \ \ \ \ \ \ \ 110 \LF 15" \ \ \ / / C.B. #10
\ \\ 2
\\ \ \ \ \ \ q cn INV. IN 246.32 I, / I I I I \ \ 7z \ \ \ / \ / NV IN 227.6 -� \ / / N / /
\� \\ \T0p 54.59 �\� ♦ \- INV. OUL 462 / a I I \ \ \ \ VIDPE\O 2.1 \• \ / ^ \ 2 7
\ \ \ \ \ \\ \ \ \ INV OUT 251:50 N \♦ - - I ► I / / / I I I I I I I \ \ \ \ \ \ \ \ \ 1 I / \ \ \ - / AV. OUT '2 7 42 � - � \ � / / (6 QfA.--IN D 9R
\ \ \ \ ♦ / / \ / \ \ / _ / TOP 2321.9x- °
\ \ \ � � •� 150 LF 24" I / /
\ \ \
"4-J5.86
\ ♦ _ +� - `RCP @ 3.5% C.B. #24 / % laol I I I I I I \ \\_\\ \\ \ \ \ \ \ I \\ \ - J/ / / / INV. IN 21-285 M fi #f6�
\ \ \ \ \ STA 24+ 5.86 FIR \ ♦ I T P-246 03 / / / w I I \ �' uRP IN 4GE\ � � \ \ � / \ \ \ \ D.I. #48 / /O' / / 38r LF 36'\ - �►/ � / // INV. 11� 224.00 �M H�38c7_)
\ \ \ \ C/L 253 8 \ HYD. ♦ / I1V�V. IN 240.87/ / I I I I 00\ / \ \ \ \ \ / \ \ \ \ \ \ \ TOP 231.00 _ - / / / / -
\251/♦ -- I I / / I \ \ EASEMENT \ \ / \ \ / \ \ \ / /RCP ®5.0% _ l L I V' UT 21fl:6
\ \ \ \ \ M.H.\� \ ♦ �� j'� IIN .�1T j40.6 j / / / I I I \ \ ao\ \ / 1 I / / / INV. OUT 227.31 'i n�
TOP 5:98 ,i\ 1 1 1 1 \ \ \ \
\ \ \ \ \ \ ♦ � _ I \ \ \ \ w \ \ \ \ - -- � / / /STA �3+62�1'T
\ \ \ \ \ \ \ INV. IN 247.22 ` - I/ / / / 21fr1 LF 2�4" I \ / / \ \ \ \ TC 226.99 / Q B.
\ \ \ \ \ \ NNV.\OUT-247.02 ♦� / I ,L - - SCP 0/3.5/ ' 1 \ \ I I \ \ / I 1 1 1 I / / \ \ \ \\ 1,0` DRAINAGE \ - J /
qqoo \ \ f TC/230.2'4
C.B. 2 W I I i /\ l
\ \ \ \ �\ ♦ / / % �_ ! I \ / 1 1 1 1 I / / \ \ \ 6S`LMEN _ / / /TOP 230 25
\ \ \a, \153\ / N /L I I , NOV. N 293.11 I / \ \ \ \ \ - �a Nom. N 2 5.
�I � III \ \ \ � � - /1N�a. �,N �z25.�
\\ \\\\ \ p LF -8" ♦ \ / / / '� J -I I I /, / 1 1' I Iad \ \ \ \ �J /
��� N �I_I_1'-� T1_--
S.S. ® 3.5% �\ - I°y 1212. /
\ \ \ \ \ R 35 PVC` C, - -. / / I I ' INVI I I \ / \ \ \ \ \\ \ \ TSTA:i �-7-.52 - _ /
\ \ \ \ \ \ \ � \ -PC STA - _ �� I / % T �I I I I I 7G�P F 1 S.0 • \ \ mo �1 Lt' T-6- 226.5$ _ /-RCP-2.5 • f
\ \ \\ cs \ 252875 / - �� + 14 \ H� ��� _ �� f /
249.$5 \ I 1 / - \ _ �C 226.68 TTS 3�2 95 5 w \i N� STA 3 98.59
\ eB- LP STA /
\ \ \\ \ \ \\ \ \ \ \ _ \ ��\ / ► ���_ -' 1 225 LF 30" \ \ \ -TOP- � - 32+09.70 `' - / / C EV
RCP ®3.5% XV IN 221.62 C/L 226.57 ,;,229.73
_ _
-INV UF- 221.42 H.C._ �,, � ✓ / / / / / / / / / /
_ _ \ _ , //QR -18 3 C-900 / /
\ \ \ \ \ \ M.H. #20 c / ♦ �- \\ / \ QZ LF 30" SIGN O /L
TOP 248.15 _ k 7 6. 2' �� v��
\ \\\\ \ \ \ \ \ \ \ \ �INV. IN 241.66-IRV.-eu- 9 66 �-tF�8' _ T � N _ -�, / - �' \� N /\ \ 1 /QB--#� - sA/\ �� ��'\ S. (GREEN)/ /
\ \ \ \ \ \ \ \ - RCP ®�:Oy _ N �T7i \ ` \ (n \ \ \ TQPP 229.5fl �� �/ _ S. 2.78!
\ \ \ \ \ �� C @ / / X219 �'8" �' - ♦ ` \ \ I
INV. 1R 225:03/�� o % �/
_ / / PCA
COP 46.Sk3
IPPV OUT 2 87 &DR 35 VC - - ♦ \� �� -Irw, -OU 224.83 -� \'�3 /LJ1265
\ _ M.H. #19 �� ♦ - _- �,
>SY® 3.5� 'fOP 239.9-2-- / -` ' J ��� \` cn i -- /' i
JNV. IN 231.99- CB._ 23 -- -/�� cn \ ���\ - TOP 28.55 �/`R�
T 26+677 INV..-ObT 231.79 # \ (
PROFILE LEGEND - / _ - - - - c� EC Y_ 244.8 - _ _ - TOP 237.73 N/ / �� / �fNV. IN 213.34 (ny ��uOFF
\ \ \ - _ _ - - , - / _ - c,, / 'INV_O>7T-234 21 29� LF 8" I %/L / ♦ INV.JN�20 71 (�'f 2 < /
-30' OFFSET LEFT - _ - - - - - -' / / / / =° _ - - - \ - _ NV. OUT 211 34 /� - c,�' �
- i / - - - / SDR 35 PVC / /' I I 1 �� - \�� ;9 \
�� �_-_ ---_ _ / -- J / \ sop 118 LF 8" S 0\
S.5
- - - - -15' OFFSET LEFT / - / � / - 00 - ��•5% kk
/' s- / �! C9 / -SDR _.35_PVC
EXISTING C/L - - - ' - - / - _ - ' \ - - - - / f / / / S.S. ® 4.05% / \ �'S
- - - -15' OFFSET RIGHTLA
-- -30' OFFSET RIGHT ---_-_--- -_--_ - - --/ !y B• 7 �� to
co
' - - - / / - \ - ' / / / / / / / / / / / �P / \� \ p
TOP 226.58 / `°
--� / -- / \ / / / / i � / �� IF�d7" \� \� INV. IN - ---0
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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
■ cD
Q00
00 (o
a■ 0)00ri
Lo10
N Lr)
Lij L0V
04
�Lf)04�
z WSW
J
�••� z a o
W
W
z
rH
V
Z~
W
W
ofF-
W
W
Z (o
'o �00
i 04
Z N
U_
< O Z Z
OX W
W O XJ
Wm=
/A �o<
0000CLZ
BLN=C-1874
S/0'... •yy
.Q SEAL <
= 19843 =
'qAEL2-1-17
S�
STREET "A"
PLAN/PROFILE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -03
82 LF 8" / _ j��� ---_ ICP ®2.0% \� \�9
/C/ F� E .�228.�7 / 'SDR 35 PVC /- 87 LF 8" \c�, \� / wo � EX. M.H. 1
\ / T M.H: 17 / / EX. TOP 08.93
- - - / / / / / / c,✓ / S. ®5.0% # SDR 35 PVO \'�c / /
_ _ _' / 29- LF 18" TAP 227.82 S: ®1.0% \�� / / / / PRO. TOP +/-220.00
/ / / / / 6B-- 2t / ,RCP ® 5.0% INV. IN 218.32 �' \o X& / / PRO. INV. IN 202.21
1
co N
O N
- _ - / / / TOP 29.50 / /' INV. OUT 218.12/ INV. F/L 200.83
i
�� // / / // / /INV.OIfF 226.03 \® \�O /- /
/
\
265.00
_===--//
\ / / / / / / // / / \9 NOTE: CONTRACTOR TO
/ / / / / / / // - w \ s , VERIFY INVERT PRIOR TO
- _ _ / / / / / / / / - - W �, ORDERING MANHOLES.
\ \
+ co�v
�, N ?
\ _
_
a; 0
M.H._.#18__ / C�
-TOP 228.97
-_
-•\
/////// INV. IN 221.57-
INV.�U�2-21.37
260.00_
to C'i
\
- % _ !/c J. B. 6
0 > � u~i C) > - f �9 TOP ±216.85
_
I INV. IN 210.97
INV. OUT 210.87
N
CD
N
1
LF 42" CP 0
I vv 6.27% W/6R FE
v
255.001
I
I
INV. FES
\ \ \ \ \ I,;„ PVI STA: PVI ELEV3 2 05.0 204.50
\
U
I
250.00
18
9��8„
-I
\ \ \ \srRFflr LV�C:2180 00
9,
\
o(lJ
o�
Lo
In cd
o` cd
-19
Op�C
m m
\
CCU
M>
N M-
Y
II
IS3
�\
N I�
lh lf? N U W
N
(O
N.
fry H W d?
V c0 O M o W
[�? N T N co �? N
11
\
00 + N H
r O N �� 0_W
I� +
r
N H W O t
r
N�� 0_ M
a0 `- } t 0
NNNj N� NN? M� NN?
245.00
3
L 8d
Cp\\
\
\�/`.f
\
\
245.00
w
w r
J
3S \\\
PV
\\\
z r
\\
a -
=moo zz
=moo
a-
=�oZ>
a-- a- a -
=moo» =F o»
N
-----_-
-- - /
Co Y�
_ SS
�\
\\
DUJ
\
\
\
mU)
U
3 SOy
240.00
-NCD
CD
�Q
-
\\
\ �\
\\
240.00
o r
x=
E
\\,
W
'Dw I9
�F g,
\\
c�4.
\\\ Rcp
\\\\
z
�
S\\
\
fl
cop
I I I I
�
N
/
ecSS
\\\
\\
235.00
@
3,So.
\\\\\
\\\\
332. �.
,,>
235.00
I _�ti�
\\
CD
_
\\\\
I
m n
-
- -
3pa RCp
\\
a
CD
\\\\\
m
230.00
rn i i
m I I �w R�P� /
230.00
/
_
\
co4t
c\
\\\\ \\
�3�RCP_
//3PicSS
225.00
225.00
\
._"
II
-
- -
- -
�\ \ • ` \ \ \ \
/
3gX RCP $o� 3y �
-
- -
- -
\ \ 8�(F8„SO
I j / 3 �
��
\ I �i_ @
220.00
3
220.00
>
�
-
- -
- -
col
o
- ---
/
-----._.215.00
215.00
/
- -
- -
o
210.00
- -
- -
210.00
205.001
I
I
I
I
I
I
I
I
I
I
1205.00
1
I
O
d-
Lo
U?
I\
Co
o?
N
O
I\
co
M
co
d
d
CO
m
I\
Lo
0
O
Co
N
I\ N 00 ti
Lq I\ o? N
m m Co N co d O I\ co
Lq 0p 0p d o? d
00
Lo
Co
Lo
�
Lo
N
Lo
Lo
CD
d-
ti
d-
Lo
d-
M
d'
d
m
co
0o
co
Co
M
N O 00 I\
M M M N N
Co co 00 m M NT co 00
N N N N co M M co co
N
N
N
N
N
N
N
N
N
N
N
N
N
N N N N N
N N N N N N N N N
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
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
■ cD
Q00
00 (o
a■ 0)00ri
Lo10
N Lr)
Lij L0V
04
�Lf)04�
z WSW
J
�••� z a o
W
W
z
rH
V
Z~
W
W
ofF-
W
W
Z (o
'o �00
i 04
Z N
U_
< O Z Z
OX W
W O XJ
Wm=
/A �o<
0000CLZ
BLN=C-1874
S/0'... •yy
.Q SEAL <
= 19843 =
'qAEL2-1-17
S�
STREET "A"
PLAN/PROFILE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -03

\\\\\\\ \\\\
a 26] 9 14 a 403 211111 F,
- 30' OFFSET LEFT
- - - - - -15' OFFSET LEFT
EXISTING C/L
- • - • - • -15' OFFSET RIGHT
- - • - - • - 30' OFFSET RIGHT
v"
PVI STA; 42+43.07
PVI ELEV; 259.50
K; 46.21
LVC; 100.00
s,r,#,F,E,r':4"
m
M.H.#12
TOP 261.99
INV. IN 250.47 (M.H.#13)
INV. IN 252.27 M.H. 15
INV. OUT 250.27
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
CURVE TABLE
CURVE
LENGTH
I RADIUS
I DELTA I
TANGENT
CHORD DIRECTION
CHORD LENGTH
C10
504.26
1 255.00
113'18'05" 1
387.47
S84'09'1 0"W
426.02
C11
27.36
225.00
6'58'03" 1
13.70
N30'59'08"E
27.34
C12
179.30
645.00
15'55'39"1
90.23
N42'25'59"E
178.72
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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
■ iA T
W� (rn0
T A
ap cfl
n■
0) 00
1..� L Q
Cn
NDN
VLo^�
���
04
z W..w
J
�••� z a o
W
W
z
H
V
Z~
w
w
WP�
Z
co
o L0
00
Z
Z N
U_"
T:
O T W
N XO J
W m =
,w �N
Vil OO(LZ
CARo
Q SEAL
= 19843 =
cl
" 'yI'll,
i i s ►�����
GGA S74,�
STREET "A"
PLAN/PROF/LE
REVISIONS -111
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -04
oco
o0
m�
Mn
mo
ON
10
-y
N
cu
(1J
�f,
�5
EE
(D V --
V N
O N N
IC ICF
275.00
O
+SNI-
_�_
� N
M
d'
cq
O co
(p M
ONH
+MI-
O cl'
I N
M1+�F
W M
w �ToiNNI-
M
N
CD Lo co
V
6) N N \
/W
Ld
J
n
NV
275.00
a
lfi
..
co O
LfJ N
r
N
LfJ
..
d.
N N
Cc
xF-o>>
0-
_
o»=o>
?Fp>
=moo>>>
?<0>>>
0
0
m
270.00
-
270.00
/
TT +N
�N
265.00
265.00
_
-
_ -
-
260.00
(�
i" , '
260.00
c)
�
1.16%
. ��
II
255.00
~
j �/
j//
I I 24' RCP iD
0,50%
255.00
i/
'ox
OR"
I I u
Go
250.00
� / �
-
n
p`IC
6,
j j�
250.00
Go
��/•/
._-
--•--•--
--•-
I
I I ~ 202 LF 8"
SDR -35 PVC SS
@ 0.607
"
F 8" SDR
P -VC SS @ a60i
35
C7
0 m
245.00
; /
�- •',,-
1a� RCPQ
245.00
w
Lda
-
W
>
o
iX
24>_-3
ILi�
f
'
@
ss
io
x
m m
v
M °%
9'3 5 P`/C
'L
:icD
LJ
240.00
RCP
_Lr
16 �-�
ao S
-
240.00
1
P
R�,'
235.00
1g
235.00
SS
138 PVC
I S�R33,0�%
230.00
a
'PVC
SS
230.00
138
M
m
I�
L
�
co
ti
CD
�7
Co
ti
N
00
O
�
ti
Co 00
O M
Co
r ti
N
M
C6
M
m
M
m
d
CO
o0
�
m
�
M
Lo
� co
Lo Lo
o0 m
Lo �
O O
Co Co
to
225.00
N
N
N
N
N
N
N
N
N
N
N N
N N
N N
N
225.00
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
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
■ iA T
W� (rn0
T A
ap cfl
n■
0) 00
1..� L Q
Cn
NDN
VLo^�
���
04
z W..w
J
�••� z a o
W
W
z
H
V
Z~
w
w
WP�
Z
co
o L0
00
Z
Z N
U_"
T:
O T W
N XO J
W m =
,w �N
Vil OO(LZ
CARo
Q SEAL
= 19843 =
cl
" 'yI'll,
i i s ►�����
GGA S74,�
STREET "A"
PLAN/PROF/LE
REVISIONS -111
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -04

CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CHORD LENGTH
C13 106.42 225.00 27'05'59" 54.23 N44"34'29"W 105.43
C14 129.51 325.00 22'49'57" 65.63 S42 -26'27"E 128.66
M.H.11
TOP 59.23
INV. IN 249.06
INV. OUT 248.86
C.B. 39
TOP 259.90
INV. OUT 254.88
w I I
C.B. 38
TOP 259.90 / "
INV. IN 254.48/
INV. OUT 25000
PROFILE LEGEND
- 30' OFFSET LEFT
- - - - - -15' OFFSET LEFT
EXISTING C/L
- - - -15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT
C.B. 26
TOP 251.94
\ INV. IN 246.32
__\--INV. OUT 246.12
1 STA 17+58.99
1 \ \ C/L 259.29
1 7TOP 253.98
INV. IN 247.22
1, INV. OUT 247.02
I 111 I I I
I TOP 12541.59 I '
II I INV./ OUT
5.1. 0 I
I !ll.11l�l�
V�� 111111/ll/I/II �
�, II 111111 II/ � I
Ali III�III�I
PVI STA; 12+25.00 PVI STA; 15+00.00
PVI ELEV; 250,16 PVI ELEV; 258,14
K: 14.25 K: 4 0.8 6 so
LVC; 100.00 LVC; 200,00'
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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
■ cD
a, rn
Oo � co
a■ 0)00ri
Lo10
N Lr)
V 04^�
���
z _j
�••� r a o
W
W
rH
V
Z~
W
W
ofF-
W
N
Z
O Lo
H 00
vO �
Z N
U _Z
hoz
O X W
N XO J
Wm=
/A SON
00 OL Z
BLN=C-1874
CARp�''
.Q SEAL l
= 19843 =
8A
EL S�
STREET "B"
PLAN/PROF/LE
REVISIONS -11
FILE NO. 2016-056
6HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -05
C:) (u
oN
c)-
o_�0
o
oN
�
o
o�
Ln cj'
oo l!)
o t0
+ u')
-'
r-+
Ln
u')
+y (U
o v
U
W
m o v
Lo mW
U W o c v
M>
v
~ W
275.00
�O
N61
SNF
N
SNF
0_
275.00
WW
o_ w + Vic'
W
OM
W
Oco
AN
� W
O>>
=Ho>
>O>>
Z Z
o>
cn
a0
O
�
270.00
L9-
Q
N
• 1•
270.00
co
-
\
\\
265.00
-
-
��
265.00
o'
\
_
,
,
�
`\
Q
U
\
260.00
260.00
a
i/
255.00
II
zD
-
255.00
-
�co
/
�m
900
/
6.. C-900
n
45'
°°
�_�.
p�C
_
�R,
BwgT
/
PVC OR -18
WATER
BEND
250.00uj
`
/
1
250.00
II
24'
P
-
- - _
`
\`
24" MIN.
CL.
'
24" MIN. CL.
o
io
LJ
- _ _
� I f
I I
_-
A L
IJ
O
Lr
N �Rcp
D
BEND
45.00BEN245.00
-
35
LF
`°
RCPow�
8H SD
I I
co
owz
SS @
2 4 0.0 0
360
102 LF
8" SDR -35
240.00
Y O
PVC SS
@ 0,60%
_
J
0] -
x
3
235.00
235.00
MI`
N
M
M
Lo
N
d
d
M
m
I__
d
N
co
co
m
co
0o
d LCA
Lo
m
LCA
I`
Lo
LCA
LCA
M
Lo
LCA
Lo
N
u")U-)U-)LCA
M
LCA
Co
Co
U -)LCA
Co
CO Lo
Lo LCA
U-)
M
Lo
230.00
N
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
230.00
9+00 10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00 19+00 20+00 21+00 22+00 23+00
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
■ cD
a, rn
Oo � co
a■ 0)00ri
Lo10
N Lr)
V 04^�
���
z _j
�••� r a o
W
W
rH
V
Z~
W
W
ofF-
W
N
Z
O Lo
H 00
vO �
Z N
U _Z
hoz
O X W
N XO J
Wm=
/A SON
00 OL Z
BLN=C-1874
CARp�''
.Q SEAL l
= 19843 =
8A
EL S�
STREET "B"
PLAN/PROF/LE
REVISIONS -11
FILE NO. 2016-056
6HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -05

9201 iNewl"fU:
- 30' OFFSET LEFT
- - - - - -15' OFFSET LEFT
EXISTING C/L
- - - -15' OFFSET RIGHT
- - - - - 30' OFFSET RIGHT
PVI STA; 10+60.00
PVI ELEV: 250,12
K: 3 0.3 0
LVC; 50.00
s,r,#,F,F,r "C"
I. #11
231.98
228.18
OUT 227.98
2
31.99
224.00
JT 223.80
)2.33
231.43
M.H.
#16
CURVE TABLE
228.55
o (y)
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C15
78.68
325.00
13.52'17"
39.54
N48'44'42"E
78.49
C16
56.19
225.00
14'18'27"
28.24
N34 -39'20"E
56.04
C17
390.01
825.00
27'05'10"
198.72
S41 -02'42"W
386.39
M.H.
#16
TOP
228.55
o (y)
INV.
IN 213.34 17)
_
INV.
IN 220.71 �2)
INV.
OUT 211.34
/
i
ce
\fox c,'>
SEX. M.H.
EX. TOP 1018.93
NV. IN0202.21 220.00
INV. F/L 200.83
NOTE: CONTRACTOR TO
VERIFY INVERT PRIOR TO
ORDERING MANHOLES.
Ff/,;(4va
BEFORE YOU DIG,
CALL
0
°D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
2s 1 /r / I l �V STA 11+85.s7 \
rA .10+06.00 1 / / / TOP ±216.o�-
DOGHOUSB) /' / 50' WIQE TAR-P�BUFF R_ _ / •i INV. \ UT 21 64•
OP 211.00 / i - ' -i 1 1
INV. F/L 2,03.18 / /�' - ---� / / 'c r
!NV.
IN 265.18 T' -� -
/ i 182 LF 8" ,SBR 3,5' PVfc �S. 0 3.0% /
o 0 _
r �- -- _- Soot=
ri- -
(
Ff/j ZAJ VA 0 j
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
■ cD
a, rn
QO � co
a■ 0)00ri
Lo10
\ 04 * 04
V 04^04
���
cq
z WSW
J
�••� r a 0
W
W
(H
V
Z~
W
W
ofF-
W
N
Z cfl
O Lo
H- 00
O r-
Z N
U _Z
hoz
O �L
N XO J
Wm=
C:) <
00011
BLN=C-1874
."S*' \\, CAR pz''
F ESS jpN9 �41
Q l
SEAL
19843 =
EL2-1-17
S�
wj
STREET "C"
PLAN/PROF/LE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -06
C) �
o (y)
M ll
OD alk000
p
O
M
O N
rn
�
¢ L .c
- E E
o CQ
o0
(O
N
-li
O
_
�� M U W
W
[p �p�
(D ANN
�?
O ON -42 e4
O
v,c �
O+I_s��
260.00
+
0
H
260.00
ON F- a_ W
ONH °O c, O
c")
NH [O
c") .. r O
�NNF
N .. ..
a0WN cH
2 r F. .. G N
N H
H
[) >
[d > >
CIL) > >
> > >>
[d
Z z
~ O >
x
to
- -
fn
-
�- -
cn
255.00
0
- -
0
255.00
M
/
- -
-
W
U
M
Z
co
i.9o,
-
\\
250.00
250.00
3
II
245.00
��.\�
245.00
,
/
Wto
V
to
6"
C
301 Prp
g00 P U U
00
--- ------
-C-9'00
R-18
W
ATFR
z >-
ss/
\
�,
240.00
��
240.00
;,m
�m
ym
p �
`�
I I
\
\
�
235.00
�Q
s
�,
235.00
���
�,
II
\
of
x_
230.00
co u-
-
--___
230.00
230 LF
8'
45
4
BEND
_
45
207 LF 24" BEND
225.00
8' pVC
MIN.
\�6
225.00
45*
BEND
RO
BEND-
o
o W IN
\
UNO
JHS
�
220.00
N
220.00
�?Ldo
N
\ F
L
Z
�
>Z
-
do
Z
0
W
a
215.00
Ex. GRo
_
-
215.00
�;
210.001
'4<F
-
1210.00
;�
aR\8
I
I
II
a
ii ii
3 Pvc
I
I
I
S
I
I
I;� ,g2
I I
I
1205.00
205.001
®s3
Og
II II
II II
;;
II
o
II
cv
II II
II II
II
I
F-
D
II II
IIII
III
III
O
co
m
O
M
L0
I`
O
N
Lc')
ti
O
N
00
II II
I I I
I
L
I
J
>
Z
M
N
I`
0�
C
CO
0p
O
N
LC?
I�
co
I II
-
L0Lo
O
00
d
CO
LCA
d
co
d
d
0')
M
00
M
CO
co
M
N
M
M
I I I I
I I I I
200.00
N
N
N
N
N
(N
N
N
N
N
N
N
N
IILil"T
200.00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
10+00
11+00
12+00
10+00
11+00
12+00
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
■ cD
a, rn
QO � co
a■ 0)00ri
Lo10
\ 04 * 04
V 04^04
���
cq
z WSW
J
�••� r a 0
W
W
(H
V
Z~
W
W
ofF-
W
N
Z cfl
O Lo
H- 00
O r-
Z N
U _Z
hoz
O �L
N XO J
Wm=
C:) <
00011
BLN=C-1874
."S*' \\, CAR pz''
F ESS jpN9 �41
Q l
SEAL
19843 =
EL2-1-17
S�
wj
STREET "C"
PLAN/PROF/LE
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -06

�Jlk �ilk �Jlk
/
0
/ n /
N=�o
jos
` \los\\\ \\\\ \
\ \
r.23xc./
2/ f1\ ( / 'OF\ 1 _
N° / / ;%♦ / \ �\ \\ 111(1
�
/ /i ij/j/% \ O � - / //�'6,�iSA�•c�/ / / i I ,�� �F�\ // i � \\ \ /.•/ ?°0 ` \
;4ti° // / 1 \,FJ\\ �// \\\ I ♦ \ \ / / / \\ �,
51 3'4g]1p0/.eecy Ft s / // \ \ \ I ♦ \ \ , mor \�
TOP 20100
/// _ / / / , \ I / \ ♦ /' INV. IN 24.50
INV. OUT 103.67
�
�6\. a _-\J �►� \ a \\\ / I I
L ? l / 2�s, \ \ \\sE
w•1 I �I I ( �WETLA BS- J/ i \\
--
i / / \ / iii / / / / / / � ii-- __.--._ i---��\\ \ \\I 2 \A � \ \ '•\
-_tet=-- --� �� �� \ ? \ �\ •
W S Q/
�ilk �Jlk �IL
�Ilk �dlk ILL 'ir -L
�Jlk �dL _uL AL
L _uL AL
S w6/// 241 ` \\
1Nw S 06 BENCH \ I \ \ \
W W / / / //��/ /// //% ( ��� /'� 0' '�i'i / / _ \ `\ \\° "� \ \ \
�Ii� 212
0 s - bias- / // / // / 111/� / / / _ ao - 1z,sa� sF. N \ \ \ \ \ \ \ oo \
s w°e - ' / / /// /I l / / / -09 a�_ `�2 k�. \ 3\
-�- V[
111 s � \ \ 1 I \ \ \ 1 \
j2zAe- � \ '
45
// / / \ /// // // / / / / / / 1 •� _ 2� \ 240 \ \ 1 1 " 1 I \ 1 \ \ 1 \ �2 \ \ \
s - - � - / // \ \ // / / / / /j�'// ///////1 / l/ / / / / � /, / j ' �a s'F•/ � las \ 1 \III U1
7
o
�`
S X3,ems,
s 03 -s \ . \ \ •\
7
S \
O ,fit W
\ \\
6 W sw
_ \ \ \ \\ \ \ \
1/�,5�4�Fj / \ so \ \ \ �' N "Yr
�9 A 246 _ \ \ \ � s \\ 2Z \ \ \ ..\ I \
11� s \ iso ki // \ /// '^\ // ////// ♦ // \ l / 5 / / _ \ 111\ \ \ \ \ \
S
\ / // / -\ / i/ / / 11 l/ \ \ I l / / /mss/:►moi / / / / / - 7. S. A F \ \ �_:Ioo
�\ \
'L j / / / / h5 \0.17 c 12 \ \
S
i / l'// / / / l / l l / / h ry� 9 / /ry �,s S.F.
l l l \ \ \ I { / / / j �i/ ry-'1
\. �\ \
/ 2 ` \ \. 36 LF 42" RCP
`T0367 S.F. x / / \ 2�. \ \ \' \ ? 13.27% w/s' FES
W ?65 / / / �s z4 \ I I 1 1 \ / '\ ! \ l \ \ o
i9 s� .
Iii o.Ys �C.\ 2 /,
/ / ry S 17 Ac. 23
h /
0 w i - - - l N I 1 1!/ .t I / / / / -J
\ 12 //i/ / ,--� ( i 11111/llll /lii� I I I I I // // // `�/ / // 11 \ 2 \ o ��o� \ \ ,\
/i/ 9
/ / / / / / 1136 S.F. s �' - 2r
/ / / / ,l / / / / 2g I I N \ ,�(' 1 a� \ \ � `id_.._.. -..-••-•L/ 1
/ /./ a 291 1 I
I \\ \ a o \ \ \ \
10a I s I 1 a4 I 1 j o.b a lAc�
V75o SF. a \
// / / jI/ / �s ' _ry° j / 1 // R 1
/ / �h / s / 0.15ACc. / 'V I / �h a 1 ti✓" �; , \\
/ �3
S Pe I 11 /// /////♦ / ry -255- �ry 1 ti\ �, o! o \
j
9,5/1
AYF. 0.2YrI ? sI.151 zI1 s. FI1l. 1II / / 1I/l3%, 9o,3 z o AS.F.��r '
0
i 252 10
26
i/
\ // //� � rye/ � = ` \. \ 1�•.�i��c�. / 1� .ci // // \ / / l l/ l l l r / ry �j/ / h"M/ ry _ 5-
lb
-
Iro°d / / / l ,ry h I I \ \65236 s.� ti ti \ I \ \?k. / N I \ I I / \ / / -
- 6 7. 7s S. I I
�n AC I las I \
Q' I \ 0.5 \ \
/i / / / / \ \ 1 10.x' 1 1 1 j �/� ii / / / / / / - - ry ry� I 1 `� % \ 31 -\ \
/' / I o S.F.
\ I \ \ 11, .. \
T _2 -S.F.
4.44-Ae- ' ry o �2,6 I 1 \ \ 3� �' 1 N �`'1 2P I \ ♦
/i%,2(41//S/F/ A Y / ry� I a�' I s 1 1 �` 1 \� / / ♦ \ I , / /
/ I , / ry hry \ 6,e10 12.F. 1 til III I �I{ l a� 1 s.h , / ♦ 1 I /
%9.6.14 S. - `V %/.004 S.F.1 16 A I Y\�l%
0� / / / / ' I 0.16 Ac. 240 1 F' I I I I I I / ♦ SSMH=209.13 /
��• / / / ,P1.22 Arc. / / ryN' <o s I I I \ \ IN=200.17
105 `O / / 4j / \ p� Ig I I I \ 1 / ` OUT=201.30
/ / 2s / 6.2- / h / s / ry / s �� I \ \ ?� I I \32 1 / \ / /
c1l 1
11 / 11 1 l 1I II N Nhci I\ 140,.8394 eSc.
F.- -- 256 0.14
7I6 117 178 / / 4.°.V7 A9'
-200 /0.41J A 242
e-
s.
\/
10 S.F.
/ � o
/6 / h , / / I I I \ I / ro1 '' 4 Ac. I \ \
►� / /73 / / I I I / \
/ 71 C�S.F. / h / "� \ 1 /
258 / ry ryh J / / ryi 11 s OJIS c/ / ,o / / \ 04� s.F. 1 ♦ // / ♦ \ \ \
32 76a/ °' N ® ///// / ♦ \\ \
is
/ / / a / / / / / // / 7„313 /s. ' i, S t // // /` � ♦ \
/ ,-//-/i / /6'%// ,/ HP rc � / / .o.1T
// \ / % / -) / o / / "' / / \` \\ / / 'Y / 1 258.55 / 0.16 A/ / o / / S / 7 �5 7 S / / / / \
/ �/
4 J II 11
/ / / / / / I \`\\\ S 9.382S.. i /
5 N \ / /
/ / /I / I 1 022 Ali y i / - on 4 Ate. / / ' `r , /so 246 / / " tih _ - - - ~q \ 0 2 14c. 1 I \ 11 111 \
/r/ / /? / / / I I \ I 1 M`` ♦ \ 111 / / \\
x/386 &0F 1 "� ♦ \
/ / / / / / f ♦/ / / / \\� / /i ° ry� hry / / / / / / / / 0.17 1 �� I I 1 / /
/ \ \ / / / •S L co 6 / \ �ZS
26 / 12f9 / ! x8/ / /
/ � - J � / / \ \ / � \ � 7.4Z•3 S.F / / / / / n>' - - � -�' ryry� \ \ 11 \ ♦\ I / /
/A:1 / / / �// i / \�M n 1 AF. / i / / / 01st Kc/ / / / / / 236 \ 33
/ / / / / / // // i / \\\ `�� / / / �� / 10.17 Ac / / / \ �•�-- 2 5
/ / //i' / ' / / 5�� / / / / �, \ / / / '� C 24s / / , //� / / ry` �\ \ \ \ 0�z4\ A . \ \ \ \
CH IN
ol_
77.700 0.1EY_ �L -� -
'♦ �� \ y lI \ \ \ \ \ 1 I 1I I► I I ��\s, � `\ /I/ eo °'z101 u \
\68� 9ss
\s\F\\\ \\ \\\
ry m 1 ��\I ♦\I `,1\ \��1 ///////
mss \ � � \ I / / 1 s ♦
lap ��•�~ \ \\ \\\ ll /ii//�� 2c,�'/ \ \\ \\ \',� - Ngo
/ / \ \ s s 425. _
\ \ / / \D0 \ '��• 70.7 Ac ' I / / / \
/ E ♦ \ \ \ \ / / / / / / `\ 8,09�� .F. \ \
o.1s��,\�\ \\\�\�Q.231Ac10
252
/'/ ♦♦ L/ l/ � / //\ 6 s � / / / /// / I \ \\ __240 0� 11 �I I IIII -- / /
' ���264� \12/L
6'
\70
♦ ♦ / // / / / to 465 /') \ s� I 1 1 / 6� h\ /s, I I l 42,635-S.F- - - - - - -
/ /--sa A� N - $a
/ --245------ f
\99 123 / r822 SF.
�\ \ / \\ 2s4
S -
266 \ 7.29Q S.F.\ I �,11� S. / _ - -
/ / / 64 S \ \ 0.17 pc. I �" 1 0.1/4 A�. / 6 / _ - - - ' 2436' / I I ( ( \ \ \ \ \ \ \ �, `/
_ _ _ _ _ _ _ /
� I `III \I \I \ � 1 _
1 I \ SCALE 1 ' 60'
-250
0 60 120 150 180
�o��\ I /98 / / 124 `- - - - _ \�
/ o63 240 ;t
/ 2
��III 11 1
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
I w ,)F0 coli 1°�
■ CD
Q�
� C"
a■ a)00ri
Lo10
L0 _11
04 04
V 0^Lr)
04 c�
Z 04
W"J
OXO
W
W
Z
(H
V
Z~
W
W
ofF-
W
N
Z
O Lo
60
Z �
Z N
U_"
hoz
O�L
N XO J
Wm=
C:) <
°OO 1i
BLN=C-1874
\%Ajilviliff, .1
'\\' CARO''
ESS 1041..
Q SEAL l
19843 =
FAEL S�
''2
1717
2 -1 -
MASTER
GRAD/NG PLAN
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=60'
VERT. SCALE: NONE
CE -07

p.rzl I°I /249100
W N / / j / / 9 - ryryh 'S.' I I 76 \ �� \s \ N N - I \ I \ /-2
/ / \ / \ \ `� I III o• I I /Z %I ///�/ / / 023 Ac �I ,dlv' ry ho LnlAo.f I N 238 I \\ ys
' 106 I I I I 1
6,
254. \ /
�
/ B 50401 // /9.6914 S.F! S \ I I I I \ SSMH=209.13
/ / o ? 16 A �I�
9) / / / o.z2 da / / l Nh - - - s / o.1s JAa 1 240 I I I I I �` l I \�
/� tiyr//// j / // los o � / / / / \ 1 °� I I I I , \\ w=2oo.1. / o
G; I I 9 \I / OUT=201.30
--- /// / / / I,I I I1 I/1 /r / / 6.2405 / / / / 1 I ti
// s / 256 ^ / N / / / / J 741 I 1 / 1 1 / 1 I N w14,891
257.1001 I I I I 1 J / / / / o //7,
N N S.F.
� h h / 7,:
29/ / / 1 256.00 I I I I I I //� ryh / /10,26IAO0 .� / ?6^ ryh / /6.7117�.F. / / 0., / N / / / 1 1 I I \ 1 ` eS• /
--280 / __- 1 6 /n�fi2 s.F. / /' ' I I I I I I / / / / / `'�se / 9. I I / 11 %024g•�•I 1 I I \ ///� \\
/� /0.4e Ao/ / n }/) I I I / / / / / / / ,0.24 Ac. / 0;1 Ac./ 242
/ II / / /
/ >.F. ? �►i / a /, : / // / .s // // / 1 I 1 / l) ` ? / \ \ /� / �- -\ \ \ � ..
104 ♦/ 2 / / / / s/5/ 1 ?? ,- ,
♦ / / / 1 I 1 �' s s \ __ 1 , //- \ \�\ �
- // /' / / / 6 / / ry / / o/ / °s�//I s °� ti/ / / /73 / / /
4 / o
/118 / /7.71C�S.F
/ / / / / J / / / J / /1/ / / / 9 / 258 / ` '
h / / / % / s2s �.F. / / / 6,11
8✓ / /)II / M `�
Ac. h / / i4 Ay / / / / / /'/ / o, / 1 / / \
103 / / �^ s / / / / / //Ts/ ♦ \ \\
313 S.. 1.6 / \
/ V/ �c / \
��
258.55 /
V ,r 4
94 1 \ 1 \
/// / / / / / / / / / / \\,.•. �,38YS.F./ 5 N i \ / / / � / h' / � - \ 13,945 S.F I I 1 \ \
,Z2
Age
/ 0.14 / / / `' - - \ II II
0 / /� q / / / IA
i /•� / I \ / / ryry / / / /
7386 S. J.
l/ \
/ / / / / / f, I/ / / / \ / / �/ ? /`4 y �• / / / 0.17
26 / /7 / N yb / / 12
/ J9.321/S.F O 7,43 S.F
0111 Ac! Ac� / / 0 IS Kc/
CHLTr
/ A /
248 / � 2 i `/ y N
�� / _
�I \ ��_� / // / / /// / / /// /�\ / / 0.11yAc. 252 / 1 \ \\ \ ? ( r ---- - ---- ^ \ h �'�, \ /// 0J
00
41
26 41
fte .0
I� s 1 tiO h \ \ \ 28� \ I I I I _- _ -82- -- - - - - _ s \
01 \ hi a \, � 2so I\\ I I \ � u�
1 11 1$- Ac
s -sem �3
/ / / \ L �• ,` / / ry� / / / / 3g,985/S.F./
vFF� ��•
0.74
0 7,425 Ste. I I I / / \ \ \ �•S NN \ 3\
/'V'�o,� ♦ \ \\ \ \1 // / / 0,` 26v �,, // moo \ ti d.Y7 Ao.\ \\ /IVI�IIL /III / / / / /\ \ \ \ _
a' / �.�' § A. c / / ___Z40
s,�o4
/1o426 a °\ \ tib \ \ \ y°� \\ \262 /
\ �
N \ I / / // / \ 2 \
/
I / o.24AC. / // / / /! \ \ '/ N �s I I 1 �►l/1/l 1/ I/
ass 264 A \� 2�-
\ \ a.ho� S.F./ / I I I I I \ \�-__ __ s \\ ry �I I 1 I 1 / // /•� I) I I I \
42,635--S.F.-
0.
270
5-s.F-
ID 456 S.F. ,- J `'� I 1 1 / 'v \ /�, I \ - - -_94
0.24 4r, A / .o / ,) $98 -Am - '_
254 --245----------'
L�' -- �i� 99 \ \ /123 / /-------- -= -.
6 rn \ 2ss \ r.zsQ \ / 110 S.f. / \ / ------
01 / - _____�'
/-64 s, \ I �/ / /� /6 / ------
10,2 \ �� �6 / � - ------
0.24 S \ �-250 _-------
1 / `b. I / / \- -
6; r1�
/
68
6.5
63
2so \ \ \1\ 3430
s 125_ _-- ---- \ �6 \ \ \ \ \ 0
I \ \
240 S.F1 \ \ _ _ Ti 11 S.Fa _ _ - N \ ;21\S.F\
/ \ \ . � I�- � \ w -;P,
� asp--- _ ` \ \ \ \ \ N •5 IIII �,�����I 1111\11111``\ /
10 2471 S.F. 270 � 2 � \ \ s
=
;Dov \\ \\ 1
/
/-6,110 s:F. o N \ �\
x I I 0.141Ac. r'66 - Qd 4 Ac. / N \ \ \ 0 2 T. \ \ \ \
/ •�. / ,� � I ' 1 � $. \ \ � \ 7,ss 7 s.F. \ � r\ \ \\\ � � 11 1 1 1 1► \ \ \ \ \I 11 1 I 1
10,3139S.. I o // \\ 1 \1\\1\\�► \\ \\ II 1
0.21 Acl 1 272 aA o ti o dA / -' \� \ \�0.1s8\Ac. \ \ \ 4 1 1 1 \ \ \ \ 1 \ \ 1 1 1 I I 1
/ 1 1 � o- !, \ � \
95 - - - 127
\1a A�: /'�.1a -5F.
' L.-2\ 1 114.0 S\
60
1072
\ h\ I I 1 111 \l I
,AyN I I I III Ilo'$31°pj
\\ \ bF.
. I 3 a ti 12o J/ / ti 5 26ry �s
0.14 A 6 I I I e 11 I I I wl I i I I I I I I I I I I 1 I\ 1
Iy c l I s I f 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 III I 1
BEFORE YOU DIG,
CALL
0
0
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
6,240 S.F. / /- 7,�2�.T"
x.1.4 Aer. _ 0.17 AC. \ l I ryh I N ryh I 1431 1 1 1 1 1 1 1 1/ 1 1 1 1 1 1 1 1 I
10,3549 S.
017
�Z5 1 \`I\ 1 / J /'y /I I'0
\ 43 \ / / INI I I I I I / /
6 240 F. / \ 258 \ I / h`1 6 / / / / / I �I /
�'/ / / ryh ? I / 1
p \ 254 / j 44 1 1 1
-1s�3z S.F. - \(' _ - 6 \ \ tib a /
0.24 Ac2�6 0 / / r/ sa / 39
I I \ y \ 8� /
92 6 elA
0.151 AC. - I / r ryryh / / ? s / / / / (►/ I
$I I 57 \_\„ I 1 l I ,�s� / l / / /4�
I io-1s s.F ° 264 / 11/810 s.I�
I \ 0.24'As ^ g67 0 / / / / /0. 7 Ad
ry 268' 92 s.�.
1 1 \ \ '� \ 267,5 \0.1 Ad
\ \ s \�' \ MAIL '/ \ ti� I I [/ �l /
/ / N /4151
216 /
o. 56 \KIO / 91 I
10.302 S.F. / 12,972/5 F. 10/49✓;/
`' °6 - - -. `,o ,,• l _' / / / 258 / L°
/ ss/q
/\\ x'0.27 Ac
/ i
X54' / X26: / // //
/103s�Pc / ?�i
/ X26°` i /'",g,�� // tibg fii111111 j '/ ` !�•/___
//226645/
67,/53S / / �/ /
1 41
22.807.F/ eo'
196
o7525z/ /I
/-
/ /1 / ��' %�, / / / 1 I I I I III V/
we
I
/o.�iAt? / o.47/Ac.
Im
j
lo
/bp / r-�i
�tD//
/
---r ��6°�' // /-• / /41 41
ao
/
je-
ftft
ao
'' ---
250-i �♦
_
♦�
'-I _250- -'_'Iw40�
ao
/ •,
! > ` SCALE: 1 " = 60'
0 60 120 150 180
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
■ CD
a,00
00
00
■ 0) 00 M
aLOl0
�0)rn
� Nd�-N
V 04^04
�� u
z W 04
SW
J
�••� r a 0
W
W
■z
11
V
Z~
W
W
ofF-
W
W
Z cfl
o LO
00
C-D
n
Z
Z N
U
hoz
O X W
N 0 J
W m =
J V) N �o
�j 00 CL Z
BLN=C-1874
CARO
SS//Ny'/•yy
•Q SEAL l
19843 -
'/ K1
2-1-17
MASTER
GRAD/NG PLAN
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=60'
VERT. SCALE: NONE
CE -08

40*1
I \ \ \•
\\�
MM
\ \ \ 28 LF.24',' RCP @
1
L)L
\
SE
H I.
_31
MM
MM
\ 51 5% W/6 FES
D. 1. 5
TOP 1\ 00 FES 203.5 \
\INV. IN 24.50 `\
INV. OUT 03.67 \
-.00000
i
- -2 \ i
�`
\ 1 \�
0 \
?7� I
\ SEAT F �\ I
�5 I I
I/ op IS. F. \ \ \
\\ \ 90 1\S.F.� \ \
\ \ 0\2 A�. \ \
27
7, 5\46 \S \F. \ \ \
\ 17\Ac. \ \ \
\
28\ \
\ 77 \
\7,,3 S� \ \
\ ` 0�19�Ac. \
`L O
291
1
T,815/S.F.
1 1 0.18 A
I I � /w.
30 \ r
\ I _ 9,376 S.F. \ ��
o 10.12 Ac.
7
\ \ 221Q2
s \
G � \
0000
MM
MM
MM
SCALE: 1 " = 30'
0 30 60 75 90
�111� �1L
\los
I \
2p� � •I � 1
36 LF 42" RCP @ �S
13.27% W/6' FES \
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
Conversion Procedure - Sediment Basin to Wet Detention Pond
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 wet pond
from a temporary sediment trap to a permanent BMP as follows.
4. If standing water is in the basin, contractor shall pump the water out discharging through a silt
bag.
5. Bring the side slopes surrounding the pond and vegetated shelf to the proposed grade.
6. Contractor shall excavate the bottom of the pond to the depth of the proposed basin.
7. Excavated material must be disposed of in an approved off-site location.
8. Care must be taken to prevent any sedimentation/re-sedimentation during this process, as
sediment deposits in the bottom of the pond may affect the depth.
If any sedimentation occurs during this process, Contractor shall remove sediment immediately.
9. Contact Stocks Engineering O 252-459-8196 to inspect excavated pond before continuing
construction.
10. Upon approval of Stocks Engineering, continue constructing pond per details. Establish appropriate
permanent vegetation around pond as soon as possible.
11. Upon completion of pond construction, remove sediment from silt fence and dispose of at an
approved off-site location. Plant vegetated shelf and seed and mulch side slopes.
12. Contact Stocks Engineering ® 252-459-8196 to inspect completed pond before placing pond in service.
STAGE/STORAGE TABLE
STAGE
ELEVATION
CONTOUR
AREA (SF)
INCREMENTAL
STORAGE (CF)
TOTAL
STORAGE (CF)
0
204.50
91,748
0
0
0.50
205.00
99,777
47,881
47,881
1.50
206.00
104,670
102,224
150,105
2.50
207.00
109,620
107,145
257,250
NOTE:
CONTRACTOR TO COMPACT BOTTOM OF POND TO
ENSURE INFILTRATION IS LESS THAN 0.01 IN./HR.
VEGETATED SHELF LANDSCAPE PLAN
ALL PLANTS SHALL BE 3" CONTAINER PLANTS.
BELOW PERMANENT POOL
Botanical Name Common Name OTY.
Iris virginica Blue flag iris 35
Ludwigia spp. Primrose willow 35
Peltandra virginica Arrow arum 35
ABOVE PERMANENT POOL
Botanical Name Common Name OTY.
Eupatoriadelphus dubius Dwarf Joe Pye Weed 35
Lobelia cardinalis Cardinal flower 35
Lobelia siphilitica Great blue Lobelia 35
2'x3' DROP INLET
WITH TRASH RACK
TOP 206.00
3" PVC ORIFICE
© 204.50
W/90° ELBOW
FILL BOTTOM
W/CONCRETE
BOTTOM
OF BOX
203.00
3
1.65 FT. FREEBOARD - 1 YEAR STORM 205.35 1F
3
�1
PERMANENT
POOL 204.50
2 2 2 10:1
VEGETATED
SHELF
BOTTOM
POND 197.00
WET DETENTION POND PROFILE
NOT TO SCALE
TOP OF
DAM 207.00
■ cD
a, rn
� ao
00 co
■ rj
aLl0
� NDN
V Lj)^L0
C14 Lo
Z 514
WSW
J
oxino
H
O_ LL_ :2
W
W
Z
(H
V
Z~
W
W
Wof
W
Z
o LO
00
o r`
Z N
U _
hozZ
O N W
0 J
Wm=
/A C) <
�j J 00 CL
BLN=C-1874
CARO
1/0Ny'/1
.Q SEAL l
19843 =
4f�CNAEL S�v��•`�•
2-1-17
BMP
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE

BEFORE YOU DIG,
CALL
a00
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
Notification of Land Resources Sediment and Erosion Control Self Inspection Program:
The Sedimentation Pollution Control Act was amended in 2006 to require persons responsible for land disturbing activities
inspect a project after each phase of the project to make sure that the approved erosion and sedimentation control plan is
being followed. Rules detailing the documentation of these inspections took effect October 1, 2010. To simplify
documentation of Self—Inspection Reports and NPDES Self—Monitoring Reports, a combination form is now availible. The new
form was developed to satisfy the requirements of the Sedimentation Pollution Control Act and the NPDES Stormwater
Permit for Construction Activities, NCG 010000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land
Resources is responsible for administering both the SPCA and the NPDES Stormwater Permit for Construction Activities, NCG
010000. The combined form should make it easier to comply with self—inspection requirements.
The Combined Self—Monitoring form is availible as a PDF and Word document from the Land Quality web site,
http_//Dortal.ncdenr.org/web Ir erosion
If you have questions, please contact the Land Quality Section at a DENR Regional Office.
11A s
w
w
'1� w
ti4 w
s
S
W
w
5
\ •�'� SM
,9a ,9a a& .•/ ___ 114e / 1& /A, ,9a A, ,9a ,9a A, ,9a A, ,9a J&
/ n r
X31 r �/ 1
69ps
A- live
SILT
FENCE
OUTLET
8'x10 CLA,.SS B
TIE SKIMMER OUTLE rPOTECTION
Ile TO POND \ OUTLET
STRUCTURE
/ \ \ \ I I r m
LANDS /8s, \\ \\ \\\, / �n/ Inv. in �u..ou
1114.. (DO NOT DISTURB) _�/ /< ' / M. a l zo3.9,
SILT _
FENCE / � '- \'\. ♦ I ..
.�O '� . \\1CONSTRUCT A 83,876 S.F. x 2, DEEP SKIMMER
OUTLET �' SEDIMENT BASIL W/A 3" SKIMMER, 3" ORIFICE,
Imo` I i 3 BAFFLES AND A 30' WIDE x 0.5' DEEP CLASS B
/ — i/' \ ,,i /,' ;/'•• / —— — �� I �PIP RAP WEIR PER DETAIL.
SILT
R IL.
OUTLET'S
1 / ' ' / //j/r//l • / / i uzzea= " 1�\ ,ors1F. \ \ \ \ \ 1 \ \ \ \
�WQ
OUTLET
/'. �'• —67
/////////,//! \ lI i%/ice fi% l ' 9�/AY / / ' — \ ` ti\\ \ \ \ \ \2Z \`� \\ I \ \
�
'SILT
FENCE
-----
'�9J� xi
' - / 1I // / / ,a•/ ./ �\ 1 \\ \ I I7&jS\iA��'\1 \\� \\ L \\�\�9\ \� 5 \\\ \ \ ` �, I/// , P,ENCE' u4ET
c7OUTLET ?
�
1 I \
r.
��\,' / ' � 1 ►•1✓� �`'_`+� it=°tl\�\i\ t \� ��,// /` �►�����
al
� / ;� ;> \����//�// �•//c/. � ' , � ani �•� `00� � r//' ' �'►i, .. .� \ •♦ ���� �/
dF
I t +,� ! /� � ♦� �. �._ ♦ .� cls.. �� ■ .r—� � •�
/� � 1' ,,/ �'.T) Y't � •� � S �. �� ►1[17 '�'q / /. /� � �
! i
\ n:� ♦ � \ fur ��� t \ � ■I' -/,• �
/� "ice �� ►� �`�� � , -� IJ�) •/ ��\'fu ��A' r�/:��'�y,+!�1�/ �
•
IV_ it ♦ 1401.�. \. ♦ 4 ♦moi\ �, /
'Till�\
�`''♦ `o �,a � - ,�%- 1`�� \� O �I �r/�: ice. • I ��
EROSION LEGEND
SILT FENCE
SILT FENCE OUTLET
A ,ft�i•�.
,o
` / \ \ A • t►� ����. � � - 'd Pip •.�' �� 11�`y'y'�
CONSTRUCTION ENTRANCE
IT
I HARDWARE
_ • • CLOTH
INLET • •
CLASSPERMANENT SEEDING
EXCELSIOR MATTING W1 EXCELSIOR MAT1
TEMPORARY PIPE INLET PROTECT10N
_ OUTLET PROTECTION
OVER M1RAF1 14ON
•
NCIDOT
■CONCRETE TRUCKWASH—OUT
TEMPORARY — •
TOTAL 4 — DISTURBED
SKIMMER SEDIMENT BASIN 4
p•34
940 F.
g l— — "jd 1 / 46 ///I 1111i 11$I,IIT I I
OPS
08i4A;IS
I I \ _ dee / p765'9SF/ / / / / /,�i ////// //I�IIIIII\ ►—_1
I 57
z5 � s2fQ0s{. / // /o.Ad //
1 1 29 / \ t�a16Ad 1 If—.Id/19 a/7
TNG \\ \. \ MAIL \ ,M1, I , o Iy�GJ•JI / / /
\ , se \tt10 / to / I / / 49/
10,302 SF.0.24
/
AWZ, R
0.27
-18.704 SF.i'
rim
Ou
/ / l
PS
_ SILT/'i
—
--
.--————/ ----
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
SCALE: 1 " = 100'
0 100 200 250 500
■ cD
00 C"
■ a) 00 "
aLO10
N Lr)
V
L0
C14 -Lf) u
z W 04
SW
J
OXO
W
W
z
(H
v
Z~
W
W
ofF-
W
N
Z
O LO
H 00
O I�
Z N
U _Z
U3:
O �L
N 0 J
Wm=
V / � O N
000 11. Z
BLN=C-1874
�\\ %NJA1 CARO ",,,,�
Q SEAL l
19843
1NAEL S�
• //��Q I I! 111`\
2-1-17
EROS/ON
CONTROL PLAN
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
CE - 10

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for construction of streets and utilities for NE -2 & NE -5 at Flowers
Plantation. The project is owned by Dan Ryan Builders. The site is currently undeveloped.
Approximately 33.27 acres will be disturbed during construction. The maximum fill will be 6-8 feet.
The project is scheduled to begin construction in March 2017 with project completion and final
stabilization by October 2017. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, outlet protection, inlet protection,
and skimmer basins with temporary seeding of the site.
ADJACENT PROPERTY
The Riverdell Company owns most land adjacent to the proposed construction area.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management, Land (duality Section and Johnston
County. The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance untir ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas -Protected b the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 1�calender dyays.
4. Construction shall be planned so that grading operations can begin and end as quickly as
eossible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
7 Days
None
ditches & slopes.
High Quality Water (HQW)
7 Days
None
Zones.
II
I I MIRAFI 100x I I
Slope steeper than 3:1
7 Days
If slopes are 10' or less in length & are
LI S1115 LI
LI
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter.
14 Days
7 Days for slopes greater than 50 feet
in length.
All other areas with slopes
14 Days
None (Except for perimeters and HQW
flatter than 4:1
Zones)
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES
TALL FESCUE
PREMIUM BERMUDA
RATE (LB/ACRE)
200
60
INFO
STRL
SA/NNER SED/NENTBAS/N
NOT TO SCALE
ARM ASSEMBLY PIPE OUTLET TO FLAT AREA
"C" ENCLOSURE NO WELL-DEFINED CHANNEL
A A A A
WATER ENTRY UNIT-
__
AF,UPECT/!/E!//1FN - NOT TO SCALE
PVC END CAP PVC VENT PLAN VIEW \\\'-�� PLAN \\ y
PVC ELBOW PIPE �T"SCHEDULE 40 PVC PIPE �•��� VIEW
WATER SURFACE
La ��Lo
SCHEDULE 40 PVC PIPE � �•--�,,
PVC END CAP PVC PIPE ORIFICE PLATE SII
PVC TEE 1/2" HOLES IN FLEXIBLE HOSE-\ PVC TEE i I
UNDERSIDE - - - - - - -
__-- o
oI ----------
FILTER
...- --- ---
BOTTOM SURFACE FILTER BLANKET J/ I
OR (MIRAFI 140N) SECTION A -A FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
END VIEW FRONT VIEW PIPE OUTLET TO FLAT AREA PIPE OUTLET TO
NOT TO SCALE NOT To SCALE NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL
GENERAL NOTES:
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT.
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
NURSE PLANTS DEWATERING -
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 ZONE
OR AFTER AUG. 15 ADD 25 LB/ACRE RYE (GRAIN). FILTER FABRIC
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
FALL: SEPT. 1 -SEPT. 30 SEPT. 1 -OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TEST IS NOT AVAILIBLE APPLY 2 TONS/ACRE AGRICULTURAL
GRADE LIMESTONE AND 1,000 LBS/ACRE OF 10-10-10 FERTILIZER, OR APPLY 3,000-5,000 LB/ACRE SEDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/ACRE RYE (GRAIN).
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR
TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE
MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The ractice utilized for the proposed site did require formal calculations. Calculations have been
provided. P P
OWNER
DAN RYAN BUILDERS
3131 RDU CENTER DRIVE
Suite 120
Morrisville, NC 27560
919.747.4970 (v)
CONSTRUCTION SEQUENCE:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved
erosion control plan and permit on site. Call Johnston County at 919.209.8333 to notify the Inspector of a
start date prior to land disturbance.
2. Clear the area needed to construct thero osed construction entrance.
P P
3. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to
ensure that mud and silt Will not be tracked onto the paved surface. If mud is tracked onto the road
surface, it is to be removed immediately.
4. Construction entrance location may not vary Without prior approval from Engineer and NCDENR.
5. Clear the area needed to access and construct sediment basins.
6. Construct sediment basins. Stabilize immediately.
7. Clear the area needed to construct the perimeter erosion control measures including temporary diversion
ditches, silt fence.
8. Construct the temporary diversion and silt fence. Tie temporary diversions into sediment basins Where
applicable diversions & basins shall be seeded, mulched, & anchored upon installation.
9. Begin clearing, grubbing, and topsoil stripping.
10. Rough grade all roadways and lots. Adjust basins and temporary diversions as grades rise.
11. onstruct sanitary sewer system throughout project.
12. Construct the storm sewer system throughout the project. Install inlet protection devices.
13. Construct curb and gutter and CABC on roadway.
14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition.
15. Complete the construction of storm sewer pipe.
16. Construct permanent outlet protection devices at pipe outlet.
17. Upon completion of the project, contact Johnston County to inspect prior to removing EC measures.
18. Seed, straw and tack any remaining exposed areas.
NOT TO SCALE
EMERGENCY
SPILLWAY
INFLOW BAFFLES 1' FREEBOARD
STRUCTURE -\ EMBANKMENT
6" MIN. INVERT ELEVATION OF EMERGENCY
EMERGENCY SPILLWAY SPILLWAY
SEDIMENT STORAGE ------/C
ZONE CROSS-SECTION S-SECT/ON V/EW
NOT TO SCALE
CONSTRIIC77ON SPECIRCARONS•
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter and
stockpile or dispose of it properly. Haul all ob ectionoble material to the designated disposal area. Place temporary sediment control measures below basin as needed.
2. Ensure that fill material for the embankment is free of roots wood vegetation, organic matter, and other o6j ctionoble material. Place the fill in lifts not to exceed
y 9 � 9 � Je
9 inches, and machine compact it. Over Al the embankment 6 inches to allow for settlement.
J. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a
low support under the skimmer of stone or timber.
4. Place the barrel t icoll 4 -inch Schedule 40 PVCpipe) on a firm smooth foundation of im ervlous soil. Do not use pervious material such as sand or
iyP y . P P . gravel,
crushed stone as bockfill around the pipe. Place the fit/ material around the pipe spillway in 4 -inch lo)ers and compact it under and around the pipe to at least the
some density as the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe
haunches
Place o minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be
installed by cutting a trench through the dam after the embankment is complete.
5. Assemble the skimmer following the manufacturers instructions, or as designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible pint of the inlet of the barrel pipe. Attach the flexible pint to the barrel pipe and position
the skimmer over the excavated it or support. Be sure to attach a roe to the skimmer and anchor it to the side of the basin. This will be used to u// the
P PP P P
skimmer to the side for maintenance.
7. Earthen 17lwa - Install the s illwa in undisturbed soil to the greatest extent possible. The achievement of /armed elevations rade design width and entrance
sP ys P y 9 P P , grade, 9
and exit channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated plastic or impermeable geotexti7e fabric. The
fabric must be wide and longenough to cover the bottom and sides and extend onto the t of the dam for anchorin in a trench. The edges may be secured with
9 top 9 9 y
8 -inch staples or pins The fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not Joined
or spliced- otherwise water can get under the fabric. if the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the
complete width, may be used. The upper section(s) should overlap the lower section(s) so the water cannot flow under the fabric. Secure the upper edge and sides of
the fabric in a trench with staples or pins.
8. Inlets - Discharge water into the basin in a manner to prevent erosion. Use temporary sloe drains or diversions with outlet protection to divert sediment -laden
9 P P y P
water to the upper end of the pool area to improve basin trap efficiency.
9. Erosion control - Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas. Complete the embankment before the
area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction.
10. Install porous baffles as specified.
11. After all the sediment producing areas have been permanently stabilized, remove the structure and oil the unstable sediment. Smooth the area to blend with the
adjoining areas and stabilize properly.
MAINTENANCE.•
Inspect skimmer sediment basins at least week/ and after each significant one-half inch or greater) rainfall event and repair immediate/ . Remove sediment and
P y 9 ( 9 J eP y
restore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the
sediment undemeath it can be excavated. Excavate the sediment from the entire basin, not fist around the skimmer or the first cell Make sure vegetation
growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usuolly jerking on the rope wiz/ make the skimmer bob up and down and dislodge the debris
and restore flow. if this does not work, pull the skimmer over to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see
if it is clogged- if so, remove the debris.
If the skimmer arm or barye/ pipe is clogged the orifice can be removed and the obstruction cleared with o /umber's snake or b flushing with water. Be sure
PPP y 9
and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spll(way. Check the embankment, spillways,
and outlet for erosion damage, and inspect the embankment for piping and settlement. Make oil necessary repairs immediately. Remove all trash and other
debris from the skimmer and pool areas
Freezing weather can result in ice forming in the basin. Some special precautions should be token in the winter to prevent the skimmer from plugging with ice.
Maintenance Notes:
1. Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without
applying temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
4. At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until
the next day's operation continues.
PIPE OUTLET PROTECTION
SCALE: N.T.S.
WOOD OR
METAL POST
WOOD OR
METAL POST
SILT FENCE
e'
0
it
II
II a
II
L1
I I
I
i,
AS NOTED
VERT. SCALE:
NONE
H - rtr-
--. ---- -- --- ---
--- - TT
II� II
SILT FENCE
II
I I MIRAFI 100x I I
I I
II OR 7REWRA II
II
LI S1115 LI
LI
TEMPORARY PIPE
INLET PROTECTION
SCALE: N.T.S.
STAKE (TYP)
• 14'
10 MIL PLASTIC
LINING
1-14-I
STAPLE (2 PER BALE) SILT FENCE
10 MIL PLASTIC LINING STRAW BALE
11// -METAL STAKE (2 PER BALE)
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
CONCRETE
WASHOUT WOOD POST
T GROUND LEVEL
CONSTRUCTION SPECIFICATIONS.
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE
FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEETING SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS
MAINTENANCE.
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF
CONCRETE CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER
NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS
FILL IN NON-STRUCTURAL AREAS
C#=RETFMffr, r!1JUff,06T
NOT TO SCALE
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
SUPPORT ROPE TO SUPPORT POST, STAKE TO
SEE EROSION CONTROL PLAN
FOR ACTUAL PIT DIMENSIONS
SET CLEAN -OUT -1
STAKE AT 1/2
PI T VOL UME 1: 1
STAPLED OR TRENCHED INTO
BOTTOM OR SIDE
SED BASIN BAFFLES
SCALE: N.T.S.
I^I
CLEAN-OUT MIN.
STAKE /-7-
liz
CROSS SECTION
FIL TER FABRIC
OVERFILL 6"
DESIGN FOR SETTLEMENT
SETTLED TOP
- SEE EROSION CONTROL PLAN
--
\
FOR ACTUAL PIT DIMENSIONS
=III= - -- \ \
I1 M I 1 �,\ /\-. \ -\ 4' MIN.
ZZ,
SL OPE MA X.,/
FI
\.\. Ln
FILTER FABRIC 1: 1 SIDE 1
xA
SLOPE MAX.'1
=f i I-1 I i=1 11=1 11=1 11=1 I I-1 11=1 I I �I I I�1 i 1=1 I i 1=1 I I= =1 I h=1 11=1 11-1 i I
-I I I-
1 1 I I III -III -III -III -III -III -III- 3' MIN. I I III -III -III -III -I I I-
-'' I -1 I I-1 I I-1 11-11 I-11 I-1 11=' �I 11 " "'=1
-1 I I I; I 11- I l _III_ -1 1 1-
- STONE SECTION
EMERGENCY
BY-PASS
6" BELOW
SETTLED
TOP OF DAM
NA TURAL
GROUND
GENERAL NOTES:
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all
surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul
all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and
other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it.
Over fill the embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the
soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
the soil.
Place the filter fabric between the riprap and soil. Extend the fabric across the spillway
foundation and sides to the top of the dam; or
Excavate a keyway trench along the centerline of the spillway foundation extending up the
sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone(drainage) ( 9 draina e section of the embankment has a minimum bottom width of 3 ft.
and a maximum side slopes of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side
slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the
spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
grade to assure design capacity.
8. Material used in the stone section should be a well -graded mixture of stone with a d size of 9
inches (class B erosion control stone is recommended) and a maximum stone size of 14 inches.
The stone may be machine laced and the smaller stones worked into the voids of the larger stones
Y P 9
The stone should be hard angular, and highly weather -resistant.
9 9 Y
9. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment
until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep
the edges of the stone outlet section flush with the surrounding ground and shape the center to
confine the outflow stream (References: Outlet Protection).
10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage
the embankment.
11. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the
trap immediately after construction (References: Surface Stabilization).
12. Show the distance from the top of the spillway to the sediment cleanout level (one-half the design
depth) on the plans and mark it in the field.
SEDIMENT BASIN
SCALE: N.T.S.
■ cD
(rn0
T A
^■
0) 00
LL LO i O
CD 0)
NDN
V Lf) �
^
� Lo
04
Z WSW
J
�••I z a o
W
W
(H
V
Z~
W
W
W�
ZL0
O �
H 00
O n
Z N
U_"
� O Z
O W
N XO J
Wm 2
►A ON
00 (L Z
BLN=C-1874
.Sp�.�oE ES S/ pN9 �y9
Q SEAL
19843
� ,GINE.
�'PHAEL S�
a4V
2-1-17
EROSION
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE:
AS NOTED
VERT. SCALE:
NONE
CE -11

CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS
SIDE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE
FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE THE
BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4
WOOD STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT
HARDWARE CLOTH OR COMPARABLE
2. WIRE MESH WITH 1/2 -INCH OPENING OVER ALL BLOCK
OPENING TO HOLD GRAVEL IN PLACE.
3. USE WASHED STONE PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE.
4. INSTALL 1/4 IN. WIRE MESH HARDWARE CLOTH, AND METAL
POSTS THAT ARE 5 FT. TALL. PLACE THE WIRE MESH A
MINIMUM OF 3 FT. HIGH, AND THE STONE A MINIMUM OF 1
FT. HIGH.
5. BEFORE COMMENCING CLEARING & GRUBBING OPERATIONS,
THE CONTRACTOR SHALL FIELD LOCATE ALL EX. INLETS WITHIN
THE OPERATIONS AREA AND INSTALL INLET PROTECTION.
(REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, 6.52)
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
WIRE
DEWATERING
'•� •.�i� �i���•i%!����'� iii ��• ��
SEE NOTE 4
CONCRETE BLOCK
`2:1 SLOPE, WASHED STONE FILTER
r -WIRE SCREEN
SEDIMENT
BLOCK AND GRAVEL INLET PROTECTION
SCALE: N. T. S.
I'I-TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
FILTER FABRIC SHALL BE 10 GAUGE MIN. WIRE INTO TRENCH
NOTES
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 18" ABOVE THE GROUND SURFACE.
3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
HEAVY DUTY WIRE STAPLES AT LEAST 1 " LONG, OR TIE WIRES.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 8' APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY IN TO THE GROUND TO A MINIMUM OF 24".
6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
FABRIC DIRECTLY TO THE POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED
OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES.
10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS
IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE
AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & GRUBBING
AS SPACE ALLOWS.
TEMPORARY SEDIMENT FENCE (SILT FENCE
SCALE: N.T.S.
DEWATERING
GENERAL NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W/2 INCH STONE.
CONSTRUCTION ENTRANCE
SCALE: N.T.S.
JUM-16-2006 FRI 09:35 AN DEHR RRO
0
FAX
6.30
Apply a good coverage of straw muff bdore irxWfing netting.
Andw netting or mailing In a
6 -inch tntwo at upper end of
Flgure &&W dumnel. CWP'ct aoil firmly 8M
h aWlation staple every 1 ft lust below archor
of 104marary d0L
channol llror. 4F
6.30.3
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
With a rope Wrapped 6 times around the snout over a 6 inch Width of the
bag.
3. Replace Dewatering Bag When half full of sediment or When the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from Waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
Waste facility. OR; as directed by engineer or inspector.
DEWATERING BAG
SCALE: N.T.S.
Rau out
diredot
Do not Y
TE'MPORA.RY LINER
SCALE: N.T.S.
2' MIN.
COMPACTED SOIL
FLOW
6' TYP.
f 1
CONSTRUCTION SPECIFICATIONS.-
1
PECIFICATIONS.1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MA TERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. OMI TTED.
MAINTENANCE.-
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIA TEL Y STABILIZE IT
TEMPORARY DIVERSION WITH EXCELSIOR MATTING
NOT TO SCALE
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
12" OF #57
WASHED STONE
,COpF
2MIN.
GROUND LINE
CROSS SECTION
SILT FENCE
1'-8" MIN.
CLASS B
EROSION CONTROL
STONE
2:1
FILTER SILT
FABRIC
SEE PLAN
TOP VIEW
I SFF PI AN I
FRONT VIEW
O15'TWIr pi�WAoilWAITO &yM01x•&I
I. CLEAR & GRUB THE AREA AROUND THE SIL T FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
3. PROPERLY 0 VERL A P STONE BEYOND EDGES OF SILT
FENCE OPENING.
MAIN TENANCE:
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT
IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FL 0 W AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET
IMMEDIA TEL Y STABILIZE ANY AREAS THA T NEED REPAIR.
SILT FENCE OUTLET
SCALE: N.T.S.
Erosion Control Maintenance Plan
All erosion and sedimentation control measures shall
be inspected weekly and after each runoff -producing
rainfall event. Structures that shall be inspected include
but are not limited to:
Silt Fence and Fabric Inlet Protection
Any fabric which collapses, tears, decomposes, or becomes ineffective
shall be replaced immediately. Sediment deposits shall be removed
when sediment behind the fence reaches 6".
Seeding, Fertilizing, and Mulching
Seeded areas shall be inspected for failure and necessary repairs
and re -seeding shall be made within the same season.
Block and Gravel Inlet Protection
Inspect the barrier after each rain, remove sediment
as necessary to provide adequate storage volume
for subsequent rains. Upon stabilization of drainage
area, remove all materials and any unstable
soil, either salvage or dispose of properly. Bring disturbed
disturbed area to proper grade, then smooth and compact
it. Stabilize all bare areas around the inlet.
Temporary Diversion Ditches
Sediment shall be removed from the flow area immediately
after each rainfall.
Temporary Gravel Construction Entrance/Exit
Maintain the gravel pad in a condition to prevent mud
or sediment from leaving the construction site. This may
require periodic topdressing with 2 -inch stone. After a
rainfall, immediately remove all objectionable materials
spilled, washed, or tracked onto roadways.
Sediment Basins and Pits
Sediment shall be removed from the structure and the
structure shall be restored to its original dimensions
when 1.0' of sediment has accumulated in the structure.
The sediment shall be disposed of off-site and the
contaminated part of the gravel shall be replaced.
The structure shall be inspected for damage and
repaired accordingly.
FENCE
EROSION CONTROL MAINTENANCE PLAN
SCALE: N.T.S.
.A
(rnT 0
W�
W 1
■ 0) 00
aLOIQ
CD 0)
NDN
V Lf) �
^
�L�
Z w 04 ..w
J
i..l = a o
o_ILL. M
W
W
Z
rH
V
Z~
w
w
W�
Z L0
Un o �
00
�
Z
Z N
U _Z
UX:
0X0w1--
J
wm=
.<
00(LZ
BLN=C-1874
CARO
E ES S / pN9 4-
Q �
SEAL
19843
�'QHAEL c -l'
1�'2-1-17
EROSION
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE:
AS NOTED
N ■■■ ! �. I ^
I r,
II>II■■ L�__1_d__---1
__J ��� V
O
H,I.uI L.
i■i m
<, 41 ■■I i
i
o
t l ■■■ I L.
�:r-- ------------====�u---i
Ii1 ■■■
o
GII■■r1
1 nR 1■■ 1
o
k1.■Mr I
1 IYI1■■i
O�bO�
rlAorl
1111 ■■�
1 I■■ 1
111111111111
'•� •.�i� �i���•i%!����'� iii ��• ��
SEE NOTE 4
CONCRETE BLOCK
`2:1 SLOPE, WASHED STONE FILTER
r -WIRE SCREEN
SEDIMENT
BLOCK AND GRAVEL INLET PROTECTION
SCALE: N. T. S.
I'I-TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
FILTER FABRIC SHALL BE 10 GAUGE MIN. WIRE INTO TRENCH
NOTES
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 18" ABOVE THE GROUND SURFACE.
3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
HEAVY DUTY WIRE STAPLES AT LEAST 1 " LONG, OR TIE WIRES.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 8' APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY IN TO THE GROUND TO A MINIMUM OF 24".
6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
FABRIC DIRECTLY TO THE POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED
OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES.
10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS
IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE
AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & GRUBBING
AS SPACE ALLOWS.
TEMPORARY SEDIMENT FENCE (SILT FENCE
SCALE: N.T.S.
DEWATERING
GENERAL NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W/2 INCH STONE.
CONSTRUCTION ENTRANCE
SCALE: N.T.S.
JUM-16-2006 FRI 09:35 AN DEHR RRO
0
FAX
6.30
Apply a good coverage of straw muff bdore irxWfing netting.
Andw netting or mailing In a
6 -inch tntwo at upper end of
Flgure &&W dumnel. CWP'ct aoil firmly 8M
h aWlation staple every 1 ft lust below archor
of 104marary d0L
channol llror. 4F
6.30.3
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
With a rope Wrapped 6 times around the snout over a 6 inch Width of the
bag.
3. Replace Dewatering Bag When half full of sediment or When the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from Waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
Waste facility. OR; as directed by engineer or inspector.
DEWATERING BAG
SCALE: N.T.S.
Rau out
diredot
Do not Y
TE'MPORA.RY LINER
SCALE: N.T.S.
2' MIN.
COMPACTED SOIL
FLOW
6' TYP.
f 1
CONSTRUCTION SPECIFICATIONS.-
1
PECIFICATIONS.1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MA TERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. OMI TTED.
MAINTENANCE.-
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIA TEL Y STABILIZE IT
TEMPORARY DIVERSION WITH EXCELSIOR MATTING
NOT TO SCALE
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
12" OF #57
WASHED STONE
,COpF
2MIN.
GROUND LINE
CROSS SECTION
SILT FENCE
1'-8" MIN.
CLASS B
EROSION CONTROL
STONE
2:1
FILTER SILT
FABRIC
SEE PLAN
TOP VIEW
I SFF PI AN I
FRONT VIEW
O15'TWIr pi�WAoilWAITO &yM01x•&I
I. CLEAR & GRUB THE AREA AROUND THE SIL T FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
3. PROPERLY 0 VERL A P STONE BEYOND EDGES OF SILT
FENCE OPENING.
MAIN TENANCE:
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT
IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FL 0 W AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET
IMMEDIA TEL Y STABILIZE ANY AREAS THA T NEED REPAIR.
SILT FENCE OUTLET
SCALE: N.T.S.
Erosion Control Maintenance Plan
All erosion and sedimentation control measures shall
be inspected weekly and after each runoff -producing
rainfall event. Structures that shall be inspected include
but are not limited to:
Silt Fence and Fabric Inlet Protection
Any fabric which collapses, tears, decomposes, or becomes ineffective
shall be replaced immediately. Sediment deposits shall be removed
when sediment behind the fence reaches 6".
Seeding, Fertilizing, and Mulching
Seeded areas shall be inspected for failure and necessary repairs
and re -seeding shall be made within the same season.
Block and Gravel Inlet Protection
Inspect the barrier after each rain, remove sediment
as necessary to provide adequate storage volume
for subsequent rains. Upon stabilization of drainage
area, remove all materials and any unstable
soil, either salvage or dispose of properly. Bring disturbed
disturbed area to proper grade, then smooth and compact
it. Stabilize all bare areas around the inlet.
Temporary Diversion Ditches
Sediment shall be removed from the flow area immediately
after each rainfall.
Temporary Gravel Construction Entrance/Exit
Maintain the gravel pad in a condition to prevent mud
or sediment from leaving the construction site. This may
require periodic topdressing with 2 -inch stone. After a
rainfall, immediately remove all objectionable materials
spilled, washed, or tracked onto roadways.
Sediment Basins and Pits
Sediment shall be removed from the structure and the
structure shall be restored to its original dimensions
when 1.0' of sediment has accumulated in the structure.
The sediment shall be disposed of off-site and the
contaminated part of the gravel shall be replaced.
The structure shall be inspected for damage and
repaired accordingly.
FENCE
EROSION CONTROL MAINTENANCE PLAN
SCALE: N.T.S.
.A
(rnT 0
W�
W 1
■ 0) 00
aLOIQ
CD 0)
NDN
V Lf) �
^
�L�
Z w 04 ..w
J
i..l = a o
o_ILL. M
W
W
Z
rH
V
Z~
w
w
W�
Z L0
Un o �
00
�
Z
Z N
U _Z
UX:
0X0w1--
J
wm=
.<
00(LZ
BLN=C-1874
CARO
E ES S / pN9 4-
Q �
SEAL
19843
�'QHAEL c -l'
1�'2-1-17
EROSION
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE:
AS NOTED
VERT. SCALE:
NONE
CE -12

PAVEMENT OR
90• BEND
FINISHED GRADE
22 1/2' BEND 11 1/4' BEND I
GATE VALVE TO BE SAME SEE VALVE BOX
INSTALLATION "MIN.
DIAMETER AS MAIN LINE
PWG
VALVE
A
TAMPED BACKFILL BOX
TAMPED
THREADED COUPLING
BACKFILL
—
2" THREADED BRASS PIPE
A
CONCRETE BLOCKING
A
''+^'• MIN. 1/3 C.Y. AT 3000 P.S.
C
D
5/8" TYPE 304 STAINLES
8"
CONCRETE THRUST THREADED RODS (MIN. 4 EA)
a-
COLLAR
2" EA
N LENGTH)
5' MIN. MJ CAP W/ 2" TAP
PIPE (12"PAY
ITEM
6"
INCLUDES ALL ITEMS EXCEPT
9"
MAIN LINE VALVE
16"
TEMPORARY BLOW -OFF
ASSEMBLY
NOT TO SCALE
r"
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
WATER
STANDARD DETAIL
Temporary Blow Off
Assembly
PAGE
1
of 47
Drawn By:
Checked By:
Approved By:
Scale: I
18"
Rev. I Description Date Init.
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN,
2. CONCRETE FOR THRUST BLOCKING
SHALL BE KEPT FAIRLY DRY, THUS
MAKING THE CONCRETE WEDGE SHAPI
MORE EASILY FORMED WITH THE
WIDEST PART (BLOCKING AREA)
AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY
BOLTS OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO B
WRAPPED WITH 10 MIL POLYETHYLENI
PRIOR TO POURING BLOCKING.
5. VOLUME OF THRUST BLOCKING SHAL
BE AS SHOWN ON THE THRUST
BLOCKING SCHEDULE.
SOIL (TYP.)
PLAN BENDS
18" MIN. – 10" 0 :
24" MIN. – 12" 0
'•,.
SECTION X–X
BENDS & TEES
PLAN TEES
PLAN & ELEV.
PLUGS
PIPE
90• BEND
46 BEND
22 1/2' BEND 11 1/4' BEND I
TEE
Drawn By:
PWG
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
4"
8"
12"
a-
a•
6"
6"
6"
6"
r"
9"
10"
16"
6"
10"
12"
r"
10"
r"
r"
8"
W
10"
10"
12"
18"
8"
15'
13"
10'
10'
8'
8'
8"
8'
10"
12'
12"
24'
10"
16"
14"
10"
12"
6"
10"
6"
10"
11'
14"
14'
2Y
12"
20"
16"
1Y
14"
B"
12"
r"
12"
14"
18"
1r"
30"
14"
22"
18"
14'
16'
10'
14"
10'
14'
18"
18"
18'
34'
16'
26'
20'
IV
1r'
12'
16'
12'
16'
19"
20'
20'
36'
20" 1
36" 1
26" 1
24"
I 1r"
I 1r"
13"
1Y
9"
19"
19"
24"
4r"
24' 1
48' 1
33' 1
30"
1 21'
1 18"
18"
15'
11'
21"
21'
28'
56'
N
co
THRUST BLOCK DETAIL
NOT TO SCALE
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
SmithSeld, NC 27577
WATER
STANDARD DETAIL
Thrust Block
PAGE
8
Of 47
Drawn By:
Checked By:
Approved By:
Scale: I
TAMPED BACKFILL
Rev. Desai tion Date Init.
PAVEMENT OR
SCHEDULE
5 -
1
FINISHED GRADE
PIPE DIAMETER
NOTE :
NOTES:
ANCHOR COLLAR
SEE VALVE BOX
4" MIN.
TAMPED BACKFILL
1. VALVE MARKERS SHALL
of 47
5/8" TYPE 304 STAINLESS STEEL
0
2'
BE PLACED AT R/W.
BOX,,,
I -I I I -I I I HYDRANT TEE
BURY IAS I I I I
,
TAMPED
2. LETTERS "MV" SHALL
V-4" 1-0"
B�AGKFIL
ONE
24'
FACE TOWARDS VALVE.
2" BRASS NIPPLE
TWO
CAST IN C. &
V-4" V-2"
3. MARKER SHALL HAVE
BRASS OR BRONZE
FINISHED GRAD
i,+:•�•...
BLACK PAINTED BLACK
4"
EMBED ON TOP OR SIDE.
I
2" BRASS NIPPLE
MIN. 1/3 C.Y. AT 3000
CONCRETE THRUST
4. CONTRACTOR SHALL
LEG TO DIP MIN. 2 EA. PER SEGMENT
I
4 EA. – #3 REBAR
3. DRAIN HOLES AND
STAMP DISTANCE TO
o
CLEAR OF CONC. ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
(1 Flt, CORNER)
2" THREADED TAP
CENTER OF VALVE INTO
RING MAY BE USED IN
PLUMB. FIRE HYDRANT ASSEMBLY
(MIN. 12" IN LENGTH)
NOT TO SCALE
EMBED.
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smlthfleld, NC 27577
INCLUDES ALL ITEMS
WATER
STANDARD DETAIL
Fire Hydrant
Assembly
PERMANENT
5. BLOW–OFF ASSEMBLY
ASSEMBLY
Approved By:
SQUARE MARKER
PRIMARY HIGHWAYS
SHALL INCLUDE 1 EA.
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smlthfleld, NC 27577
TRANSVERSE AND LONGITUDINAL CUTS
WITH BEVELED CORNERS
WATER
STANDARD DETAIL
Permanent Blow Off
Assembly
MARKER W/ "BO" OR
Drawn By:
Checked By:
Approved By,
Scale:
"MV" CAST.
Rev. Description Date Init.
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
VALVE
MARKER
DETAIL
Checked By:
NOT TO SCALE
Scale: I
Rev I Descri tion Date Irit.
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. sox 2263
Smithfield, NC 27577
WATER
STANDARD DETAIL
Valve Marker
PAGE
15
of 47
Drawn By:
Checked By:
Approved By:
Scale: I
Rev. Description Date Init.
PAVEMENT OR
SCHEDULE
milli
FINISHED GRADE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
SEE VALVE BOX
4" MIN.
TAMPED BACKFILL
INSTALLATION
of 47
5/8" TYPE 304 STAINLESS STEEL
VALVE
2'
THREADED RODS (MIN. 4 EA.)
BOX,,,
I -I I I -I I I HYDRANT TEE
BURY IAS I I I I
,
TAMPED
THREADED COUPLING
V-4" 1-0"
B�AGKFIL
ONE
24'
V-4' 1'-0"
2" BRASS NIPPLE
TWO
30'
V-4" V-2"
D.I. PIP
TWO
i,+:•�•...
V-4" 1'-4'
4"
;'.�•` CONCRETE BLOCKING
OF 6 SQ. FT. (4 C.F. MIN.)
2" BRASS NIPPLE
MIN. 1/3 C.Y. AT 3000
CONCRETE THRUST
(MIN. 6" IN LENGTH)
LEG TO DIP MIN. 2 EA. PER SEGMENT
COLLAR
OR
3. DRAIN HOLES AND
PAY REM "Aqua–Grip" RINGS OR ROMAC
M.J. CAP W/
CLEAR OF CONC. ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
5' MIN.
2" THREADED TAP
2" BRASS PIPE
RING MAY BE USED IN
PLUMB. FIRE HYDRANT ASSEMBLY
(MIN. 12" IN LENGTH)
NOT TO SCALE
PAY ITEM
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smlthfleld, NC 27577
INCLUDES ALL ITEMS
WATER
STANDARD DETAIL
Fire Hydrant
Assembly
PERMANENT
BLOW -OFF
ASSEMBLY
Approved By:
NOT TO SCALE
PRIMARY HIGHWAYS
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smlthfleld, NC 27577
TRANSVERSE AND LONGITUDINAL CUTS
Approved By:
WATER
STANDARD DETAIL
Permanent Blow Off
Assembly
PAGE
n
G
of 47
Drawn By:
Checked By:
Approved By,
Scale:
Rev. Description Date Init.
4'-0" f –I— B CONCRETE THRUST
COLLAR (3,000 P.S.I.)
A ' 1;in
ANCHOR "C' e', D.I.P.
RING MAIN
SECTION
REINFORCING
OTE:
6" TO 16" MAINS = 12—N0.
UNDISTURBED 7 BARS
SOIL — — – 20" TO 36" MAINS = 12–N0,
CONCRETE THRUST 8 BARS
COLLAR (3,000 P.S.I.) BARS PLACED AS SHOWN
-III—III—III—. • —I 11=1 11=1 11=1 11=
.......... ...................
ANCHOR .I , . MAIN TRENCH WALL
RING
TRENCH n" TAMPED BACKFILL
WALL
=1 I I —
PLAN UNDISTURBED
SOIL
SCHEDULE
milli
JOHNSTON COUNTY
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
RINGS REQUIRED
4'-0" f –I— B CONCRETE THRUST
COLLAR (3,000 P.S.I.)
A ' 1;in
ANCHOR "C' e', D.I.P.
RING MAIN
SECTION
REINFORCING
OTE:
6" TO 16" MAINS = 12—N0.
UNDISTURBED 7 BARS
SOIL — — – 20" TO 36" MAINS = 12–N0,
CONCRETE THRUST 8 BARS
COLLAR (3,000 P.S.I.) BARS PLACED AS SHOWN
-III—III—III—. • —I 11=1 11=1 11=1 11=
.......... ...................
ANCHOR .I , . MAIN TRENCH WALL
RING
TRENCH n" TAMPED BACKFILL
WALL
=1 I I —
PLAN UNDISTURBED
SOIL
THRUST COLLAR INSTALLATION
NOT TO SCALE
SCHEDULE
PAGE
JOHNSTON COUNTY
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
RINGS REQUIRED
9
A B
C
of 47
6',8',12"
V-0" 1'-0"
2'
ONE
— — — X PORRAND CEMENT
I -I I I -I I I HYDRANT TEE
BURY IAS I I I I
I I I I I I I I I I I I I I I I El I' 'II SIZE VARIES
EPLANS
20'
V-4" 1-0"
3'
ONE
24'
V-4' 1'-0"
3"
TWO
30'
V-4" V-2"
4'
TWO
36"
V-4" 1'-4'
4"
TWO
THRUST COLLAR INSTALLATION
NOT TO SCALE
NOTE PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
ARE ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.–
ABOVE TOP OF PIPE_–
_ UNDISTURBED EARTH
– – – – – ELECTRONIC MARKER BALLS AT 100' ON
–PIPE -
CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE _ -O.D.- = BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE
SHAPED SUBGRADE – – INSTALLED CONCURRENTLY WITH PIPE.
MARKER BALLS SHALL NOT BE
SHALL PROVIDE BEARING – – INSTALLED AFTER TRENCH HAS BEEN
ALONG ENTIRE LENGTH COMPLETELY BACKFILLED.
OF PIPE BARREL
/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8"0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8"O
SHALL HAVE A MINIMUM OF 3'-6"
COVER.
PIPE LAYING CONDITION
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved By: I Department of Public Utilities STANDARD DETAIL 16
Scale: I P.O. Box 2263 Pipe Laying
Smithfield, NC 27577 Condition 01`47
Rev.1 Description IDate linit.
COAT HYDRANT BONNET AND NOZZLE CAPS
WATER
PAGE
JOHNSTON COUNTY
STANDARD DETAIL
(�
Department of Public Utilities
P.O. Box 2263
Thrust Collar
9
Smithfield, NC 27577
Installation
of 47
NOTE PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
ARE ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.–
ABOVE TOP OF PIPE_–
_ UNDISTURBED EARTH
– – – – – ELECTRONIC MARKER BALLS AT 100' ON
–PIPE -
CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE _ -O.D.- = BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE
SHAPED SUBGRADE – – INSTALLED CONCURRENTLY WITH PIPE.
MARKER BALLS SHALL NOT BE
SHALL PROVIDE BEARING – – INSTALLED AFTER TRENCH HAS BEEN
ALONG ENTIRE LENGTH COMPLETELY BACKFILLED.
OF PIPE BARREL
/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8"0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8"O
SHALL HAVE A MINIMUM OF 3'-6"
COVER.
PIPE LAYING CONDITION
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved By: I Department of Public Utilities STANDARD DETAIL 16
Scale: I P.O. Box 2263 Pipe Laying
Smithfield, NC 27577 Condition 01`47
Rev.1 Description IDate linit.
COAT HYDRANT BONNET AND NOZZLE CAPS
2• ASPHALTIC CUT TO
"ALERT" REFLECTIVE FIRE HYDRANT PAINT
'+.:+:•, ;.:;,,••�„�,• EXIST. WATER MAIN
SILVER MODEL #1440
�;. SEE THRUST BLOCK DETAIL
IN PAVED AREA 114 �r 1" FINISHED GRADE
PUMPING & HOSE CONNECTIONS
11 IN UNPAVED AREA
EQUAL TO COUNTY STANDARD
m
W COMPACTED CRUSHER
BREAK RING TO BE SET WITHIN 2"-4"
FINISHED GRADE
OF FINISHED GRADE
••
VALVE BOX
— — — X PORRAND CEMENT
I -I I I -I I I HYDRANT TEE
BURY IAS I I I I
I I I I I I I I I I I I I I I I El I' 'II SIZE VARIES
EPLANS
I
SPECIFIED
SEE
CONCRETE THRUST BLOCK
+'
NOTE: L•:;
•.!•.
1. MIN. OF 4 CU. FT.
CONCRETE THRUST BLOCK
STONE (MORE IF
EXISTING PIPE WITH FULL
REQ'D).
GATE VALVE
2. CONC. THRUST
VALVE HALL
BLOCK TO HAVE MIg67 STONE FILL
WATER SBE OLACED ROADNDTHE
OF 6 SQ. FT. (4 C.F. MIN.)
/4 LONGITUDINAL
Z.I.N.
BEARING ON SOLID
TYPE 304 S.S. THREADED RODS
BANK (MORE IF HYDRANT
LEG TO DIP MIN. 2 EA. PER SEGMENT
REQ'D.).
OR
3. DRAIN HOLES AND
PAY REM "Aqua–Grip" RINGS OR ROMAC
FLANGES SHALL BE FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
CLEAR OF CONC. ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
4. FIRE HYDRANT
SELECTED BACKFILL _ _ NOTE: ALL PAVEMENT SHALL
BARRELSHALL BE
RING MAY BE USED IN
PLUMB. FIRE HYDRANT ASSEMBLY
UEU OF ENCASEMENT
NOT TO SCALE
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smlthfleld, NC 27577
VALVE AND VALVE BOX
WATER
STANDARD DETAIL
Fire Hydrant
Assembly
PAGE
4
of 47
Drawn By:
Checked By:
Approved By:
Scale: I
PRIMARY HIGHWAYS
Rev. I Description Data Init.
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL kP(P
ESSORY KIT
"FIELD LOK" GASKET
OR EQUAL
DIP (BELL10
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
Name Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities STANDARD DETAIL 10
Scale: I P.O. Box 2263 Restraint Harness
Smithfield, NC 27577 of 47
Rev. Desai tion Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
2• ASPHALTIC CUT TO
VALVE BOX COVER
'+.:+:•, ;.:;,,••�„�,• EXIST. WATER MAIN
CONC. OR AS IN NEAT EDGE
�;. SEE THRUST BLOCK DETAIL
IN PAVED AREA 114 �r 1" FINISHED GRADE
PLACE
11 IN UNPAVED AREA
10' MAX.
NOTE:
m
W COMPACTED CRUSHER
TAPPING SLEEVE
PAGE
20
of 47
_ — _ — RUN STABILIZED WITH 5
••
WITH VALVE BOX
— — — X PORRAND CEMENT
NEW WATER MAIN
. • • : =
BURIED — — SELECTED
o
O •.e
NOT TO SCALE
_
PIPE BACKFILL TAMPED
NOTE: TAPPING SLEEVE SHALL BE
'
_
LINE IN LAYERS
CLEARANCE
PROVIDE A 360' SEAL AROUND
SECONDARY HIGHWAYS & CITY STREET
EXISTING PIPE WITH FULL
COVER
2' PLANT MIX ASP'
Name
Date
OR CONCRETE MIX SAW TO NEAT EDGE
WATER
STANDARD DETAIL
Tapping Sleeve and
Valve Assembly
PAGE
C
5
of 47
/4 LONGITUDINAL
Z.I.N.
Checkedd By:
Approved B :
TE BARS PAVEMENT
c
EXTENSIONS.
Rev. Desai tiDate Init.
on
CONCRETE 12 - — _ — _ ' 12'
NOT CONTACT WATER
— — 6" HB
MAIN OR VALVE.
SELECTED BACKFILL _ _ NOTE: ALL PAVEMENT SHALL
Name
RING MAY BE USED IN
TAMPED IN 6"— — BE REPAIRED WITHIN
UEU OF ENCASEMENT
PAGE
7
of 47
LAYERS _ THE SAME WEEK T IS
CUT.
Checked By:
VALVE AND VALVE BOX
BURIED
T TO SCALE
Rev. Desai ion Date Init.
PIPE LINE
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
PRIMARY HIGHWAYS
PAGE
13
of 47
Drawn By:
TRANSVERSE AND LONGITUDINAL CUTS
Approved By:
Scale:
DETAILS FOR CUTTING AND
Rev. 1 Descri tion Date Init.
REPLACING PAVEMENT
VALVE
NOT TO SCALE
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
WATER
STANDARD DETAIL
Cutting and Replacing
Pavement
17
of 47
Drawn By:PAGE
Checked By:
Approved By:
Scale: I
Rev I Descri tion Date Irit.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
CONCRETE BLOCKING
VALVE BOX COVER
'+.:+:•, ;.:;,,••�„�,• EXIST. WATER MAIN
FINISHED GRADE 7J4” MIN.
�;. SEE THRUST BLOCK DETAIL
IN PAVED AREA 114 �r 1" FINISHED GRADE
S.J. +'�•�
11 IN UNPAVED AREA
10' MAX.
NOTE:
BASE COURSE – = I�2'-0"�
TAPPING SLEEVE
PAGE
20
of 47
TAPPING VALVE
••
WITH VALVE BOX
' `�a ' ••,4' •e•a; • '
NEW WATER MAIN
. • • : =
TAPPING SLEEVE VALVE ASSEMBLY
o
O •.e
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
'
FABRICATED OF TYPE 304 S.S. AND
CLEARANCE
PROVIDE A 360' SEAL AROUND
` VALVE BOX
EXISTING PIPE WITH FULL
COVER
CIRCUMFERENTIAL GASKET.
Name
Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
WATER
STANDARD DETAIL
Tapping Sleeve and
Valve Assembly
PAGE
C
5
of 47
Drawn
Checkedd By:
Approved B :
Scale:
EXTENSIONS.
Rev. Desai tiDate Init.
on
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
CONCRETE THRUST BLOCK
VALVE BOX COVER
AT 45' BEND.
FINISHED GRADE 7J4” MIN.
�;. SEE THRUST BLOCK DETAIL
IN PAVED AREA 114 �r 1" FINISHED GRADE
FOR DIMENSIONS OF BLOCK.
11 IN UNPAVED AREA
10' MAX.
NOTE:
BASE COURSE – = I�2'-0"�
6" MIN,__ – – CONCRETE
PAGE
20
of 47
ENCASEMENT "
••
TAMPED BACKFILL _ _ AT 3,000 P.S.I. °•°
' `�a ' ••,4' •e•a; • '
_—
VALVE BOX • "
. • • : =
2'-0" : 'd '
o
O •.e
TAMPED
BACKFILL
'
WATER MAIN — –_ _–__
CLEARANCE
VALVE
"
` VALVE BOX
16" 30,779 4
COVER
TAMPED BACKFILL BLOCKING
CONCRETE ENCASEMENT
SECTION
PLAN AT 3,000 P.S.I.
NOTES:
1. D.I.P. MAY BE USED
FOR VALVE BOX
EXTENSIONS.
MIN. 4" WASHED STONE
2. VALVE BOX SHOULD
NOT CONTACT WATER
LOCK TYPE
MAIN OR VALVE.
3. CONCRETE PROTECTOR
Name
RING MAY BE USED IN
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smirdield, NC 27577
UEU OF ENCASEMENT
PAGE
7
of 47
IN UNPAVED AREAS.
Checked By:
VALVE AND VALVE BOX
INSTALLATION
STALLATI O N
T TO SCALE
Rev. Desai ion Date Init.
Name Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
WATER
STANDARD DETAIL
Valve and Valve
Box Installation
PAGE
13
of 47
Drawn By:
Checked By:
Approved By:
Scale:
Rev. 1 Descri tion Date Init.
NOTE:
ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT
TAPS SHALL BE MADE.
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S-90, MUELLER
BR2B OR APPROVED EQUAL.
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR "CC" THREADS, FORD S-70,
MUELLER H-134, JCM 403 OR APPROVED
EQUAL FOR SDR -21 PVC.
CLASS 20
POLYETHYLENE
CORPORATION STOP SHALL
BRONZE WITH "CC" THREADS,
MUELLER B-25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETAIL
NOT TO SCALE
Name Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities STANDARD DETAIL 19
Scale: I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 Of 47
Rev. Description Date
Irdt.
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
#3 REBAR 10"
2 EA.
eI I. 4-
2-
1
24"
NOTE:
PROTECTOR RING SHALL
BE 3,000 P.S.I.
CONCRETE.
CONCRETE PROTECTOR RING
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
NOT TO SCALE
CONCRETE THRUST BLOCK
WATER
AT 45' BEND.
STANDARD DETAIL
�;. SEE THRUST BLOCK DETAIL
Concrete Protector Ring
FOR DIMENSIONS OF BLOCK.
Name
10' MAX.
NOTE:
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
ALL PIPE SEGMENTS LESS
PAGE
20
of 47
�4" S.S. THREADED RODS THAN 10' SHALL REQUIRE
f
CAONCOREfIPI�ST BLOCK
SEE THRUST BLOCK DETAIL
ascription IDateeInit.
FOR DIMENSIONS OF BLOCK.
SIZE
ROD REQUIREMENTS
OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
all 7,694 2
CLEARANCE
12" 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
MIN. 4" WASHED STONE
BENDS.
VERTICAL BEND RODDING
LOCK TYPE
AND BLOCKING DETAIL
NOT TO SCALE
Name
Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smirdield, NC 27577
WATER
STANDARD DETAIL
Critical Bend Rodding
and Blocking Details
PAGE
7
of 47
Drawn By:
Checked By:
ApprovedBy:
Scale:
STOP
Rev. Desai ion Date Init.
#3 REBAR 10"
2 EA.
eI I. 4-
2-
1
24"
NOTE:
PROTECTOR RING SHALL
BE 3,000 P.S.I.
CONCRETE.
CONCRETE PROTECTOR RING
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
NOT TO SCALE
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP–UP LID AND 2" HOL11
FINISHED GRADE
PAGE
WATER
SERVICE DETAIL
STANDARD DETAIL
14
Concrete Protector Ring
Name
of 47
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP–UP LID AND 2" HOL11
FINISHED GRADE
&
1" WATER METER
SERVICE DETAIL
NONE
NOT TO SCALE
Name
Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
STANDARD DETAIL WATER
3/" and 1"
Water Meter Service
PAGE
20
of 47
METER (US GAL.)
f
B Y:
ascription IDateeInit.
" X %A
7" MIN.
I I-
3" MIN.
CLEARANCE
�
MIN. 4" WASHED STONE
LOCK TYPE
20" MIN.
METER
STOP
ANGLE
CL
CHECK
BLOCK SUPPORT OR
VALVE
STONE AS NEEDED
N4" OR 1" CLASS 200
:...:.. .
POLYETHYLENE WATER
SERVICE LINE
WIDE BODY OR
DOUBLE STRAP SADDLE
METER YOKE SHALL BE
COPPERSETTER
MUELLER NO. H-1404-2,
FORD NO. VH -72-7W
OR APPROVED EQUAL FOR
METER YOKE COMPLETE WITH
SERVICE
DUAL PURPOSE FITTINGS
CORP. STOP
WATER MAIN
N=:
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
2. PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H-1404-2, FORD No.
VH -72-7W OR APPROVED EQUAL.
5. METER TO MEET AWWA C-700-71 STDS. AND SPECS.
3/4"
&
1" WATER METER
SERVICE DETAIL
NONE
NOT TO SCALE
Name
Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
STANDARD DETAIL WATER
3/" and 1"
Water Meter Service
PAGE
20
of 47
B Y:
ascription IDateeInit.
■ cD
!�! (rn�
1
00 A
W _
^ ■ 0) 00
LL LO1 o
It CD
NDN
LO
Lo �L u
z WSW
J
~
OXO aLL.M
W
W
z 101H
W
W
W�
Z L0
vH 00
i r-
z
Z CV
X:
O W
N XO J
Wm=
O N
00(LZ
`1111111111///7'
C A R 0
=O
Rp .ESS/pN9,.y9
Q SEAL
19843
��v •.F�y�INEE�'••'E�.`�
2/1/17
CONSTRUCTION
DETAILS
REVISIONS
FILE N0. 2016-056
HORZ. SCALE:
AS NOTED
VERT. SCALE:
NONE
Q01

US FOUNDRY MODEL 170-E
C.I. FRAME & COVER
(SEE DETAIL)
ADJUST TO
I F 1i
R/W
MANHOLE COVER TYPE BJ
W/ GRADE
FORD VBH77-15B X
12" MINIMUM
23 J" -i
SEE NOTE 11
10 YOKE FOR METER
SEPARATION
RPZ
WATER SERVICE FROM
WATERMAIN
O
WALLS SHALL BE USED
WATER SERVICE
I I
IF REQUIRED FOR
6"
PLAN
4
WALL REINFORCEMENT
1
PER ASTM C478
4000 PSI 0 28 DAY
ENCLOSURE "HOT BOX",
CONCTETE TYPE II
F_
A
97
HYDROCOWL", OR EQUAL. ENCLOSURE
CAST IRON FRAME AND
- SEE NOTE #2
/INSULATED
SHALL HAVE A HINGED, LOCKABLE UD
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF
�- 2'-6"
CONCRETE ADJUSTING
AND MINIMUM 9" CLEARANCE ON EACH
CLEANOUT.
RINGS (AS REQ'D)
RPZ BACKFLOW PREVENTER
END & EACH SIDE OF THE RPZ
f 4" MIN
F'
FEBCO - RPZ MODEL 825
Y.
INSTALLED BY THE UTILITY CONTRACTOR TO
AQUA
011E
FLANGED COUPLING ADAPTER
STANDARD PLUMBING CODE.
9.
DOUBLE LATERALS ARE TO BE AVOIDED
MASONARY
WHENEVER POSSIBLE, LOCATE DOUBLE LATERAL
FORD VBH77-158 X
UD WITH HINGED
SUPPORT (TYP)
FINISHED GRADE
10 YOKE FOR METER
WITH DOUBLE CHECK
"TOUCH READ" LID
1_1/2• PVC
DRAI N TO
SEWER MAIN BELOW FIRING LINE.
VALVE
NATURAL GROUND
DAYLIGHT
WHEN WHEN BOTH BUILDING SLABS ARE NOT
x
I
-1 ���
DIFFERENCE.
ANGLE CIECK
vLE e
VIII
i
CONCRETE
CONCRETE METER BOX,
GROUT SEALED
2!d
-{
13.
BROOKS, No. 38-H
FOR TRANSITION FROM
AND 3M MAGNETIC MARKER TO IDENTIFY
WITH 12" EXTENSION
r�
14.
ALL LATERALS SHALL HAVE C.O. SET ® 2 -FT
" MIN.
a" SUPPORT OR
WATER SERVICE FROM
C900 BELL X SDR 26
STONE AS NEEDED
WATER SERVICE
WATER
REPAIR/MAINTENANCE RESPONSIBILITY FOR
SANITARY LATERALS IS FROM THE MAINLINE TO
\\
// `90' BEND
2 CLASS 200 POLYETHELYNE
.
90' BEND)
OF C.O.
SERVICE LINECl
..........
ASS 200 POL
DUPLEX OUTLET S
S-
CAROLINA, INC. IS RESPONSIBLE FOR
SERVICE LINE
SERVICE
BE PROVIDED FOR POWER
BYpp� VgLVE
SS STRAPS
ii I'I III
TO HEAT BOX
(j57
WASHED STONE
1)¢" PVC DRNN
SECTION
4" CONCRETE SLAB.
MIN. 6" WIDER THAN BOX
TO DAYLIGHT
ON ALL SIDES
1 1 /2"
and 2"
WATER
SERVICE W/
RPZ
& B F P
NOT TO SCALE
Name Date
JOHNSTON COUNTY
Department of Public UNlifies
P.O. Boz 2269
Smithfield, NC 27577
WATER
STANDARD DETAIL
11" and 2" Meter &
Backflow Assembly
PAGE
n
L
of 47
Drawn By:
Checked By:
Approved By:
Scale:
Rev. I Description IDate linit.
US FOUNDRY MODEL 170-E
C.I. FRAME & COVER
(SEE DETAIL)
ADJUST TO
I F 1i
FINISHED GRADE
MANHOLE COVER TYPE BJ
W/ GRADE
E
RINGS
23 J" -i
SEE NOTE 11
MANHOLE COVER TYPE J
5" MINIMUM WALL
2 COATS (8 MIL
THICKNESS (THICKER
22}"
WALLS SHALL BE USED
• f 2'-6-
IF REQUIRED FOR
6"
STRUCTURAL STRENGTH)
4
WALL REINFORCEMENT
1
PER ASTM C478
4000 PSI 0 28 DAY
y 6
CONCTETE TYPE II
F_
TYPICAL BASE REINFORCEMENT SHALL BE:
NO. 4 BARS 0 12" O,C, FOR DEPTHS UNDER 6'
N0, 4 BARS 0 9" O,C, FOR GREATER DEPTHS
2'-6"
8.5•• MINIMUM"
T7 SLAB
THICKNESS (MAX)
STRIP
JOINT
SEALANT
"DIAMETER
6'-9" (MAX)
(OVER V-9"
USE STD. M.H.)
8" MINIMUM BASE THICKNESS
8" AASHTO NO. 57
STONE - COMPACTED
AQUA
Aqua North Carolina, Inc.
RAISED 1-4" LETTERS
FLUSHED WITH TOP OF
COVER LABELED
SANITARY
NOTES:
1. ARTERIAL ROADWAYS - USF RING
AND COVER SERIES 170 -BJ. HEAVY
DUTY LOAD RATING. COVER WEIGHT
217#, TOTAL WEIGHT 372#.
2, ALL OTHER APPLICATIONS - USF
RING AND COVER SERIES 170-J.
HEAVY DUTY LOAD RATING. COVER
WEIGHT 150#, TOTAL WEIGHT 305#.
3. CITY IDENTIFIER SHALL BE USED
FOR CITY OWNED STRUCTURES
ONLY. PRIVATE FACILITIES SHALL
ONLY BE IDENTIFIED AS TO USE.
4. AQUA NORTH CAROLINA MAY
REQUIRE LOCKING MANHOLES AT
CERTAIN LOCATIONS.
2.3
I F 1i
- CLEANOUT
MANHOLE COVER TYPE BJ
SEE NOTE #1
E
FW
23 J" -i
SEWER MAIN
MANHOLE COVER TYPE J
CONCRETE ADJUSTING
2 COATS (8 MIL
- ELDER VALVE
22}"
PLAN
• f 2'-6-
;r
6"
15"
4
& JOINTS
1
3CJ"
A-LOK OR LINK SEAL GASKET
HEAT SHRINK MANHOLE
USF 170 MANHOLE RING
A
97
23 AQUA
MANHOLE FRAME AND COVER DETAILS
05/2012
Aqua North Carolina, Inc.
SANITARY GRAVITY, FORCE MAIN, REUSE MAIN, 9. NO WATER PIPE SHALL PASS THROUGH OR FINISHED GRADE
STORM SEWER, & POTABLE WATER MAIN COME IN CONTACT WITH ANY PART OF A
SEPARATION NOTES & SOLUTIONS SANITARY SEWER MANHOLE OR STORM SEWER 3' MIN
STRUCTURE. - 10.00' MIN_
1. A MINIMUM HORIZONTAL SEPARATION OF TEN FINISHED GRADE
(10) FEET OUTSIDE TO OUTSIDE SHALL BE OTABLE WATER MAINo
MAINTAINED BETWEEN WATER MAINS AND I 1
SANITARY GRAVITY SEWER OR STORM SEWER SANITARY GRAVITY _ - O
LINES. MAIN OR STORM SEWER
1=
WATER MAIN z
2. A MINIMUM HORIZONTAL SEPARATION OF
THREE (3) FEET OUTSIDE TO OUTSIDE SHALL BE 18" MIN FINISHED GRADE
MAINTAINED BETWEEN WATER MAINS AND "REUSE WATER
RECLAIMED WATER LINES CARRYING UNRESTRICTED MAIN" SHALL BE 3' MIN
PUBLIC ACCESS REUSE WATER. BURIED TO 6' AT CROSSI G HAZARD IWO
INTERSECTIONS OR r 18" MINI -
3. N AREAS WHERE E IS NOT PRACTICAL TO y,/HERE CROSSING 11_
MAINTAIN THE REQUIRED SEPARATION, THE WATER WITH POTABLE
MAIN MUST BE LAID IN A SEPARATE TRENCH OR WATER LINE AND
ON AN UNDISTURBED EARTH SHELF LOCATED ON 1OTABLE
ONE SIDE OF THE SANITARY GRAVITY SEWER, WILL MAINTAIN } WATER
STORM SEWER OR RECLAIMED WATER LINE AT EIGHTEEN (18) INCH I MAIN
SUCH AN ELEVATION THAT THE BOTTOM OF THE CLEARANCE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES
ABOVE THE TOP OF THE OTHER UNE, *SANITARY GRAVITY MAIN
10. A MINIMUM OF VERTICAL SEPARATION OF OR STORM SEWER
4. IF THE MINIMUM ALLOWABLE TEN (10) FOOT EIGHTEEN (18) INCHES OUTSIDE TO OUTSIDE
HORIZONTAL SEPARATION OR EIGHTEEN (18) INCH SHALL BE MAINTAINED BETWEEN WATER MAIN, ;n
VERTICAL SEPARATION IN A SEPARATE TRENCH SANITARY GRAVITY SEWER, STORM SEWER OR 16. DEVIATIONS AND OTHER ALTERNATIVES SHALL J
CANNOT BE MAINTAINED, UPGRADE THE WATER RECLAIMED WATER ONES. BE CONSIDERED ON CASE-BY-CASE BASIS AND ¢
MAIN TO DUCTILE IRON, IF THE OTHER LINE IS A MUST RECEIVE SPECIFIC APPROVAL BY NCDENR o
STORM SEWER. 11. WHEN THERE IS LESS THAN TWENTY FOUR PRIOR TO IMPLEMENTATION
() z
24 INCHES VERTICAL CLEARANCE BETWEEN THE o
5. IF THE NON CONFORMING LINE IS A GRAVITY WATER MAIN AND STORM SEWER THE WATER
17, THERE SHALL BE AN EIGHTEEN 18 INCH -
SANITARY SEWER, AND TEN (10) FEET OF MAIN SHALL BE UPGRADED TO DUCTILE IRON. VERTICAL SEPARATION BETWEEN WATER MAINS
HORIZONTAL SEPARATION OR EIGHTEEN (18) ONE FULL LENGTH OF PIPE SHALL BE CENTERED AND SANITARY SEWER FORCE MAINS AT a
INCHES VERTICAL SEPARATION IN A SEPARATE AT THE POINT OF CROSSING. CROSSINGS WITHOUT EXCEPTION. CONFLICTS WITH w
TRENCH CANNOT BE MAINTAINED. UPGRADE THE EXISTING ONES, WHERE IT IS NOT POSSIBLE TO rn
GRAVITY SANITARY SEWER (IF BEING NEWLY
12. IF THE NON -CONFORMING IS A SANITARY MAINTAIN THE REQUIRED SEPARATION, IT SHALL
INSTALLED) TO AWWA C-900, D.R. 18 PVC AND GRAVITY SEWER WHERE THERE IS LESS THAN BE REPORTED TO AQUA NORTH CAROLINA, J
EIGHTEEN (18) INCHES VERTICAL CLEARANCE INC./ENGINEER. SPECIAL SOLUTIONS MUST BE 1=
HYDROSTATICALLY TEST IT TO 150psi. FROM THE WATER MAIN, UPGRADE THE SANITARY ACCEPTED BY NCDENR PRIOR TO
B. IF THE OTHER UNE IS A RECLAIMED WATER GRAVITY SEWER TO DIP PVC AND IMPLEMENTATION.
LINE AND THE ABOVE SEPARATION REQUIREMENTS HYDROSTATICALLY TEST IT TO WATER MAIN
ARE NOT MLT, UPGRADE THE RECLAIMED WATER STANDARDS. PIPES SHALL BE LOCATED SO THAT
LINE MATERIAL TO DUCTILE IRON. JOINTS ARE AS FAR AS POSSIBLE FROM EACH
OTHER.
7. DEVIATIONS AND OTHER ALTERNATIVES SHALL 13. IF THE OTHER LINE IS A RECLAIMED WATER
BE CONSIDERED CASE-BY-CASE BASIS AND LINE AND THE ABOVE MINIMUM SEPARATION IS
MUST RECEIVE SPECIFIC APPROVAL BY AQUA NOT MET, UPGRADE THE RECLAIMED WATER LINE
NORTH CAROLINA, INC. AND NCDENR PRIOR TO
IMPLEMENTATION. MATERIAL TO DUCTILE IRON.
B. THERE SHALL BE AT LEAST A TEN (10) FOOT 14. SPECIAL STRUCTURAL SUPPORT OR
SEPARATION BETWEEN WATER MAINS AND CONCRETE SADDLES MAY BE NECESSARY AT THE N
SANITARY SEWER FORCE MAINS WITHOUT CROSSING LOCATION.
EXCEPTION. FIELD PROBLEMS SHALL BE 03 N
15. IT IS PREFERABLE TO LAY THE WATER MAIN10-
REPORTED TO NCDENR/ENGINEER. SPECIAL ABOVE THE CROSSING HAZARD. 4 o
SOLUTIONS MUST BE ACCEPTED BY NCDENR
PRIOR TO IMPLEMENTATION.
111-
LOT UNE 'DOWNSTREAM" T1 MI
I w
5' IMIN J
1 \
REMOVABLE STOPPER
SET IN JOINT COMPOUND
BY PLUMBER
J
6" PVC RISER 3
(SINGLE PIECE)
RMINAL DEPTH AS LIS
U
SIRED FOR HOUSE
ERVICE (18" MIN,
5'-0" MAX)
TE
REQ
COMBINATION WYE
AS REQUIRED
HEAT SHRINK MANHOLE CAST IRON FRAME AND
- CLEANOUT
ENCAPSULATION SYSTEM COVER.
SEE NOTE #1
E
- SEE NOTE #2
UP TO 12'48"
SEWER MAIN
8"
CONCRETE ADJUSTING
2 COATS (8 MIL
- ELDER VALVE
RINGS (AS REQ'D)
PLAN
• f 2'-6-
;r
4" MIN.
15"
4
& JOINTS
CONICAL MANHOLE TOP
72"
A-LOK OR LINK SEAL GASKET
HEAT SHRINK MANHOLE
E
A
97
ENCAPSULATION SYSTEM
CAST IRON FRAME AND
- SEE NOTE #2
COVER. SEE NOTE #1
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF
�- 2'-6"
CONCRETE ADJUSTING
CLEANOUT.
RINGS (AS REQ'D)
r :,p,r11:r
f 4" MIN
F'
CLEAN - OUT (SHOWN DASHED) SHALL BE
INSTALLED BY THE UTILITY CONTRACTOR TO
AQUA
011E
STANDARD PLUMBING CODE.
9.
DOUBLE LATERALS ARE TO BE AVOIDED
Aqua North Carolina, Inc.
SANITARY GRAVITY, FORCE MAIN, REUSE MAIN, 9. NO WATER PIPE SHALL PASS THROUGH OR FINISHED GRADE
STORM SEWER, & POTABLE WATER MAIN COME IN CONTACT WITH ANY PART OF A
SEPARATION NOTES & SOLUTIONS SANITARY SEWER MANHOLE OR STORM SEWER 3' MIN
STRUCTURE. - 10.00' MIN_
1. A MINIMUM HORIZONTAL SEPARATION OF TEN FINISHED GRADE
(10) FEET OUTSIDE TO OUTSIDE SHALL BE OTABLE WATER MAINo
MAINTAINED BETWEEN WATER MAINS AND I 1
SANITARY GRAVITY SEWER OR STORM SEWER SANITARY GRAVITY _ - O
LINES. MAIN OR STORM SEWER
1=
WATER MAIN z
2. A MINIMUM HORIZONTAL SEPARATION OF
THREE (3) FEET OUTSIDE TO OUTSIDE SHALL BE 18" MIN FINISHED GRADE
MAINTAINED BETWEEN WATER MAINS AND "REUSE WATER
RECLAIMED WATER LINES CARRYING UNRESTRICTED MAIN" SHALL BE 3' MIN
PUBLIC ACCESS REUSE WATER. BURIED TO 6' AT CROSSI G HAZARD IWO
INTERSECTIONS OR r 18" MINI -
3. N AREAS WHERE E IS NOT PRACTICAL TO y,/HERE CROSSING 11_
MAINTAIN THE REQUIRED SEPARATION, THE WATER WITH POTABLE
MAIN MUST BE LAID IN A SEPARATE TRENCH OR WATER LINE AND
ON AN UNDISTURBED EARTH SHELF LOCATED ON 1OTABLE
ONE SIDE OF THE SANITARY GRAVITY SEWER, WILL MAINTAIN } WATER
STORM SEWER OR RECLAIMED WATER LINE AT EIGHTEEN (18) INCH I MAIN
SUCH AN ELEVATION THAT THE BOTTOM OF THE CLEARANCE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES
ABOVE THE TOP OF THE OTHER UNE, *SANITARY GRAVITY MAIN
10. A MINIMUM OF VERTICAL SEPARATION OF OR STORM SEWER
4. IF THE MINIMUM ALLOWABLE TEN (10) FOOT EIGHTEEN (18) INCHES OUTSIDE TO OUTSIDE
HORIZONTAL SEPARATION OR EIGHTEEN (18) INCH SHALL BE MAINTAINED BETWEEN WATER MAIN, ;n
VERTICAL SEPARATION IN A SEPARATE TRENCH SANITARY GRAVITY SEWER, STORM SEWER OR 16. DEVIATIONS AND OTHER ALTERNATIVES SHALL J
CANNOT BE MAINTAINED, UPGRADE THE WATER RECLAIMED WATER ONES. BE CONSIDERED ON CASE-BY-CASE BASIS AND ¢
MAIN TO DUCTILE IRON, IF THE OTHER LINE IS A MUST RECEIVE SPECIFIC APPROVAL BY NCDENR o
STORM SEWER. 11. WHEN THERE IS LESS THAN TWENTY FOUR PRIOR TO IMPLEMENTATION
() z
24 INCHES VERTICAL CLEARANCE BETWEEN THE o
5. IF THE NON CONFORMING LINE IS A GRAVITY WATER MAIN AND STORM SEWER THE WATER
17, THERE SHALL BE AN EIGHTEEN 18 INCH -
SANITARY SEWER, AND TEN (10) FEET OF MAIN SHALL BE UPGRADED TO DUCTILE IRON. VERTICAL SEPARATION BETWEEN WATER MAINS
HORIZONTAL SEPARATION OR EIGHTEEN (18) ONE FULL LENGTH OF PIPE SHALL BE CENTERED AND SANITARY SEWER FORCE MAINS AT a
INCHES VERTICAL SEPARATION IN A SEPARATE AT THE POINT OF CROSSING. CROSSINGS WITHOUT EXCEPTION. CONFLICTS WITH w
TRENCH CANNOT BE MAINTAINED. UPGRADE THE EXISTING ONES, WHERE IT IS NOT POSSIBLE TO rn
GRAVITY SANITARY SEWER (IF BEING NEWLY
12. IF THE NON -CONFORMING IS A SANITARY MAINTAIN THE REQUIRED SEPARATION, IT SHALL
INSTALLED) TO AWWA C-900, D.R. 18 PVC AND GRAVITY SEWER WHERE THERE IS LESS THAN BE REPORTED TO AQUA NORTH CAROLINA, J
EIGHTEEN (18) INCHES VERTICAL CLEARANCE INC./ENGINEER. SPECIAL SOLUTIONS MUST BE 1=
HYDROSTATICALLY TEST IT TO 150psi. FROM THE WATER MAIN, UPGRADE THE SANITARY ACCEPTED BY NCDENR PRIOR TO
B. IF THE OTHER UNE IS A RECLAIMED WATER GRAVITY SEWER TO DIP PVC AND IMPLEMENTATION.
LINE AND THE ABOVE SEPARATION REQUIREMENTS HYDROSTATICALLY TEST IT TO WATER MAIN
ARE NOT MLT, UPGRADE THE RECLAIMED WATER STANDARDS. PIPES SHALL BE LOCATED SO THAT
LINE MATERIAL TO DUCTILE IRON. JOINTS ARE AS FAR AS POSSIBLE FROM EACH
OTHER.
7. DEVIATIONS AND OTHER ALTERNATIVES SHALL 13. IF THE OTHER LINE IS A RECLAIMED WATER
BE CONSIDERED CASE-BY-CASE BASIS AND LINE AND THE ABOVE MINIMUM SEPARATION IS
MUST RECEIVE SPECIFIC APPROVAL BY AQUA NOT MET, UPGRADE THE RECLAIMED WATER LINE
NORTH CAROLINA, INC. AND NCDENR PRIOR TO
IMPLEMENTATION. MATERIAL TO DUCTILE IRON.
B. THERE SHALL BE AT LEAST A TEN (10) FOOT 14. SPECIAL STRUCTURAL SUPPORT OR
SEPARATION BETWEEN WATER MAINS AND CONCRETE SADDLES MAY BE NECESSARY AT THE N
SANITARY SEWER FORCE MAINS WITHOUT CROSSING LOCATION.
EXCEPTION. FIELD PROBLEMS SHALL BE 03 N
15. IT IS PREFERABLE TO LAY THE WATER MAIN10-
REPORTED TO NCDENR/ENGINEER. SPECIAL ABOVE THE CROSSING HAZARD. 4 o
SOLUTIONS MUST BE ACCEPTED BY NCDENR
PRIOR TO IMPLEMENTATION.
111-
LOT UNE 'DOWNSTREAM" T1 MI
I w
5' IMIN J
1 \
REMOVABLE STOPPER
SET IN JOINT COMPOUND
BY PLUMBER
J
6" PVC RISER 3
(SINGLE PIECE)
RMINAL DEPTH AS LIS
U
SIRED FOR HOUSE
ERVICE (18" MIN,
5'-0" MAX)
TE
REQ
COMBINATION WYE
AS REQUIRED
"SANITARY"
- CLEANOUT
r D
"Y" FITTING
E
30' BEND
UP TO 12'48"
SEWER MAIN
8"
SIZE VARIES
1
2 COATS (8 MIL
- ELDER VALVE
8"
PLAN
60"
AQUA NORTH CAROLINA
RESPONSIBILITY
PROVIDE BRASS RING & PLUG
IN TRAFFIC AREAS
BY LICENSED UNDERGROUND
�_ UTILITY CONTRACTOR
ELDER VALVE
2% MIN. 45' BEND
6" MINIMUM
LTE 30" (TYP)
45• MAX
2 MAIN _
VARIES
PROFILE
FRAME AND COVER
"SANITARY"
B
r D
RUBBER
E
CHIMNEY
SEAL
UP TO 12'48"
RISER SHALL THEN BE CUT AND CAPPED AT
8"
~C-
2 COATS (8 MIL
AS REQ'D
8"
EA) COAL TAR
60"
;r
EPDXY, INTERIOR
15"
l
& JOINTS
18' AND DEEPER
72"
A-LOK OR LINK SEAL GASKET
24.5"
E
A
97
CONC. FILL
ALL COMMERCIAL AND RESIDENTIAL SINGLE
LATERALS SHALL HAVE 4" CLEANOUTS,
BENCHING
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF
ALL PLANTINGS & STRUCTURES AROUND
CLEANOUT.
7.
r :,p,r11:r
RECESSED NUT.
F'
#89 CRUSHED STONE
FINISH GRADE
'CONC. ADJUSTING
RUNGS (5 MAX)
B
ECCENTRIC
CONICAL SECTION
STRIP JOINT
SEALANT
PRE -CAST CONC.
1
9" MIN
MH DEPTH
A
B
C
I D
E
F
UP TO 12'48"
RISER SHALL THEN BE CUT AND CAPPED AT
8"
24.5"
15"
AS REQ'D
8"
12' TO 18'
60"
8"
24.5"
15"
AS REQ'D
10"
18' AND DEEPER
72"
8"
24.5"
15"
AS REQ'D
14"
MANHOLE SIZE
UP TO 24" PIPE: 48 MANHOLE
UP TO 36" PIPE: 60" MANHOLE
OVER 36" PIPE: 72" MANHOLE
NOTES:
1. PRE -CAST CONCRETE SHALL BE TYPE 2 CEMENT (4,000 PSI).
2. UFT HOLES NOT PERMITTED THROUGH PRE -CAST SECTIONS.
3. ALL OPENINGS SHALL BE SEALED WITH NON -SHRINK GROUT.
4. INSTALL FLOW CHANNEL INSIDE MANHOLES.
5. SERVICE LATERALS SHALL GENERALLY NOT BE PERMITTED DIRECTLY INTO MANHOLES.
6. PLACE TWO HALF-MOON SHAPED PLYWOOD (3/8" TH. MIN.) IN BOTTOM OF MANHOLE AFTER PIPES HAVE
BEEN CONNECTED TO KEEP DEBRIS FROM ENTERING SEWER.
7. REINFORCING STEEL PER ASTM C478 -88A.
8. PROVIDE 5' X 5' X 12" CONCRETE COLLAR AROUND COVER FRAME, WITH 4 - #4 REBAR E.W. IN UNPAVED
AREAS.
9. PROVIDE PIPE TO MANHOLE SEAL: A-LOK GASKET PER ASTM C-433 SPECIFICATION CAST INTEGRALLY IN
MANHOLE WALL AND LOCATED AS DIRECTED. GASKET DESIGNED TO MEET TEST AND PERFORMANCE
REQUIREMENT OF ASTM C-425 SPECIFICATION. JOINT SHALL ALLOW 10, OMNIDIRECTIONAL DIRECTION.
10. JOINT SEALANT SHALL BE BUM RUBBER OR BITUMINOUS MASTIC GASKET PER ASTM C-990 SPECIFICATION.
PROVIDE BUTYL-LOK BY A-LOK PRODUCTS, INC.
11. MANHOLE STEPS SHALL BE } INCH GRADE 60 STEEL ENCAPSULATED IN POLYPROPYLENE CONFORMING TO
ASTM C478.
12. MANHOLE FRAME AND GASKETED COVER SHALL BE NEENAH MODEL R-1743 OR AN APPROVED EQUAL.
13. SEAL MANHOLE FRAME AND GRADE RINGS WITH WRAPIDSEAL HEAT SHRINK ENCAPSULATION SYSTEM BY
CANUSA-CPS, INC.
14. MANHOLES GREATER THAN 15' SHALL HAVE AN INTERMEDIATE LANDING CONSTRUCTED OF PRECAST
CONCRETE.
16
15. MANHOLE UPSTREAM OF WW PLANT SHALL BE A GRIT TRAP TYPE WITH 2" SUMP.
-Na ,,, ,,1C STANDARD MANHOLE DETAIL AQU
05/2012
Aqua North CarolA
ina, Inc.
NON-SKID SURFACE
FOR PERSONNEL SAFETY
si
3 DIAMETER
OF PIPE
SLOPE
a�
3" MIN
CONCRETE BONDING AGENT
SEE NOTE
AQUA
DAM
Aqua North Carolina, Inc.
um:
1.
THE SITE DEVELOPER SHALL LEAVE THE
CLEANOUT RISER 3'-4' ABOVE GRADE AND IT
SHALL REMAIN SO UNTIL LOT BUILD OUT. THE
RISER SHALL THEN BE CUT AND CAPPED AT
FINISHED GRADE WITH A CONCRETE PAD.
2.
ALL CLEANOUTS TO BE FLUSH WITH FINISH
o
GRADE.
3.
UTIUTY CONTRACTOR TO INSTALL & PRESSURE
TEST WYE AND INSTALL PLUG. PLUMBER TO
REMOVE PLUG, INSTALL CLEANOUT AND
CONCRETE PAD.
4.
MARK CURB WITH "S" WHERE LATERAL CROSSES
¢
UNDER CURB.
5.
ALL COMMERCIAL AND RESIDENTIAL SINGLE
LATERALS SHALL HAVE 4" CLEANOUTS,
6.
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF
ALL PLANTINGS & STRUCTURES AROUND
CLEANOUT.
7.
CLEANOUT CAPS SHALL BE SLOTTED OR HAVE A
RECESSED NUT.
8.
CLEAN - OUT (SHOWN DASHED) SHALL BE
INSTALLED BY THE UTILITY CONTRACTOR TO
FINAL CONFIGURATION IN ACCORDANCE WITH
STANDARD PLUMBING CODE.
9.
DOUBLE LATERALS ARE TO BE AVOIDED
a
WHENEVER POSSIBLE, LOCATE DOUBLE LATERAL
AS CLOSE TO LOT LINE AS POSSIBLE, 5'
EXPANSION RING. FLEXIBLE BOOT 11. ALL MANHOLES SHALL BE
MAXIMUM.
10.
INVERT OF SERVICE LATERAL SHALL NOT ENTER
SEWER MAIN BELOW FIRING LINE.
11.
DOUBLE SERVICE LATERAL TO BE USED ONLY
WHEN WHEN BOTH BUILDING SLABS ARE NOT
x
GREATER THAN 4' -INCHES ELEVATION
BE REMOVED FOR
MAINTENANCE PURPOSES
DIFFERENCE.
12.
SERVICE LATERAL, PIPING AND FITTINGS TO BE
a
6" SDR35 PVC UNLESS OTHERWISE NOTED.
GROUT SEALED
(GASKETED ONLY)
13.
INSTALL 4"X4" (TOP ONE -FOOT PAINTED GREEN)
FOR TRANSITION FROM
AND 3M MAGNETIC MARKER TO IDENTIFY
LOCATION OF CLEANOUT(s) AT THE PROPERTY
LINE
14.
ALL LATERALS SHALL HAVE C.O. SET ® 2 -FT
" MIN.
BACK OF CURB OR 2 -FT BACK OF SIDEWALK.
IF SIDEWALK IS IMMEDIATELY ADJACENT TO
C900 BELL X SDR 26
CURB, DO NOT PLACE C.O. IN SIDEWALK.
15.
AQUA NORTH CAROLINA, INC.
REPAIR/MAINTENANCE RESPONSIBILITY FOR
SANITARY LATERALS IS FROM THE MAINLINE TO
THE C.O. DESCRIBED IN THE NOT ABOVE. THE
PROPERTY OWNER IS RESPONSIBLE UPSTREAM
OF C.O.
16.
PVC SDR -26 SHALL BE USED FROM THE C.O.
TO THE MAINLINE WHERE AQUA NORTH
CAROLINA, INC. IS RESPONSIBLE FOR
SDR 26 PVC
REPAIR/MAINTANCE.
. .
SANITARNEWY 1 `
SEWER _
A
1"X1/8" STAINLESS
STEEL STRAP
PIAN
SDR 35 PVC SW
TEE WITH OPEN END
ON SPIGOT SIDE
FLEXIBLE BOOT CONNECTED
TO MH WITH SS EXP. RING
NON -SHRINK GROUT SEAL
SDR 26 PVC
6" MIN
12" MAX
FOR TRANSITION FROM D.I. TO
PVC. USE Ap C9g00 BELL X SDR 12
COMPACTED N8pl?qT&Af jj.
STONE FROM UNDISTURBED SOIL
TO SPRING -LINE OF PIPE AS
DIRECTED BY PWC PROJECT
COORDINATOR.
1'k 1/8" STAINLESS STEEL
STRAPS CONFORMING TO THE
PIPE ANCHORED WITH STAINLESS
STEEL ANCHOR BOLTS AND
WEDGE ANCHORS. 2 STRAPS
MINIMUM, STRAPS SHALL BE 3'
O.C. MAX. PLACE STRAPS
WITHIN V OF TEE AND WITHIN
1' OF j BEND. ALL OTHER
STRAPS SHALL BE 3' O.C.
SDR 35 SW PVC 1/4 BEND
TOWARD INVERT OUT. BEND
SHALL BE PLACED ON TOP OF
SHELF. CONSTRUCT TROUGH ON
TOP OF SHELF TO DIRECT
DISCHARGE IN THE DIRECTION
OF FLOW.
1 "/FT -
MIN. SLOPE /
4,000 PSI
CONCRETE
BENCH &
CHANNEL
t
BENCH
2'-0" MAX ---ill
SLOPE
JOINT MAX
MANHOLE CHUTE IS TO BE USED
WHERE DIFFERENCE IN INVERT
ELEVATIONS BETWEEN INCOMING PIPE
AND OUTGOING PIPE IS LESS THAN 24".
IF THE DIFFERENCE IS 24" OR
GREATER, THEN DROP CONNECTION
SHALL BE USED.
PIPE & MANHOLE
2'-0" MIN
izi_�1"/FT
:71VIIN. SLOPE
c ? PIPE & MANHOLE
MANHOLE RADIUS TO BE
MAXIMUM POSSIBLE & CHANNEL
TO BE TROWEL FINISH
JOINT
SLOPE
a 4
a. F 6" MIN
L 4,000 PSI (
BENCH AND
8" MIN AASHTO NO. 57
COMPACTED STONE
AQUA
one MANHOLE CHUTE
05/2012 Aqua North Carolina, Inc.
I / / SLEEVING
1 rORGREATER
\ FORR SINGLE
GLE SERVICE
( �A
�e
1 r SLEEVING I I C
FOR SINGLE
SERVICES
DA-
1 k" SLEEVING OR
GREATER FOR OR
SERVICES
WATER MAIN
3' FROM EDGE IWATER MAIN
OF PAVEMENT
AQUA
a North Carolina, Inc.
5. DROP STRUCTURE MH. SHALL BE A MIN.
NOTES
OF 5' DIAMETER TO 12" ABOVE TEE. DROP
1. MANHOLE SHALL BE IN
STRUCTURE SHALL BE INSTALLED AGAINST
ACCORDANCE WITH AQUA NORTH
WALL OF MANHOLE AS SHOWN. IF THE GRADE
CAROUNA STANDARDS, SEE
DOES NOT ALLOW, THEN INSTALL AS CLOSE
MANHOLE DETAIL FOR ADDITIONAL
TO WALL AS POSSIBLE.
INFORMATION
2. ALL PVC FITTINGS FOR DROP 6. DROP STRUCTURES REQUIRED FOR ALL
o
STRUCTURE SHALL BE SDR 35 DROPS 6" AND GREATER IN DIAMETER, AND
1 0
PVC WITH SOLVENT WELD JOINTS WHEN 3 OR MORE 4" LATERALS ENTER
3. MANHOLES GREATER THAN 12' MANHOLES WITH 4" INTERIOR DROPS. NO
IN DEPTH SHALL HAVE MIN. 6" MORE THAN FOUR 4" INTERIOR DROPS ARE
A EXTENDED BASE. ALLOWED IN A 5' MANHOLE.
4. DROP STRUCTURE SHALL BE 7. NO MORE THAN 4, FOUR INCH LATERALS OR
¢
PLACED WHERE SEWER MAIN OR 3, SIX INCH LATERALS SHALL ENTER A 4'
LATERAL VERTICAL DROP BETWEEN DIAMETER TERMINAL MANHOLE. NO MORE
INVERTS EXCEEDS 2.00'. THAN 2 LATERALS (REGARDLESS OF SIZE)
SHALL ENTER ALL OTHER 4' DIAMETER
MANHOLES, ALL LATERALS SHALL HAVE AN
INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES
SHALL BE USED IF THE ABOVE CONDITIONS
ARE NOT MET. THE LATERAL INVERT SHALL
BE AT THE TOP OF THE SHELF.
8. NO MORE THAN 5 LATERALS SHALL 10. CONNECTIONS TO EXISTING
ENTER A 5' DIAMETER TERMINAL MANHOLES SHALL HAVE CORE
MANHOLE. AND "BOOT" ONLY UNLESS
9. FLEX. BOOT SHALL BE CONNECTED APPROVED OTHERWISE BY
a
TO MH. WITH STAINLESS STEEL PWC PROJECT COORDINATOR.
77
EXPANSION RING. FLEXIBLE BOOT 11. ALL MANHOLES SHALL BE
o
CONNECTORS SHALL CONFORM TO VACUUM TESTED IN
ASTM C-923 SPEC. ACCORDANCE W/ AQUA
p
PORTION OF TEE TO NORTH CAROLINA STANDARDS.
x
BE REMOVED FOR
MAINTENANCE PURPOSES
z
�
" MIN.
SW TEE SDR 35
a
GROUT SEALED
0
FOR TRANSITION FROM
D.I. TO PVC USE Ao
12
" MIN.
C900 BELL X SDR 26
z
SPIGOT ADAPTOR.
SDR 26 PV
V.
FLEXIBLE BOOT
�I
SDR 26 PVC
i
SS STRAPS
ii I'I III
\
SW BEND SDR 35
�
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
■ cD 0)
0000
Op � cD
■ I 0) I
LSO
I rn
N C4
(�\ In ^ 0
V v11) v
z z =J
w
OXM
H CLAM
W
W
Z
�H
v
z
W
/ /� N
�
VI �
\/ O N
UZ 00 U
=OZ
OX J
1 m
'w �N
V) 00 d Z
BLN=C-1874
�ARp4''%�
SEAL
19843 =
�� FN�INA�
NAEL 5�
lit
�• ��QI I I I
2/11/17
CONSTRUCTION
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: NONE
VERT. SCALE: NONE
D- 02