SW3190702_Plansheet - Set_20190801

DATE: 07.25.2019
VICINITY MAP
Sheet Title
PROP. SSMH-1 TO PROP. SSMH-12 (STA. 25+15 - STA. 36+55)
PROP. SSMH-3 TO PROP. SSMH-18
PROP. SSMH-10 TO PROP. SSMH-21
PROP. SSMH-11 TO PROP. SSMH-24
SSMH-16 TO SSMH-25, SSMH-9 TO SSMH-26, SSMH-23 TO SSMH-27
PROP. SSMH-28 TO PROP. SSMH-37 (STA. 0+00 - STA. 9+59)
PROP. SSMH-28 TO PROP. SSMH-37 (STA. 9+59 - STA. 17+39)
PROP. SSMH-12 TO PROP. SSMH-39, WATERMAIN PROFILE
UTILITY DETAILS
OVERALL PLANTING PLAN
DETAILED PLANTING PLAN
PLANTING DETAILS
AIRPORT ROAD - PHASE I TRAFFIC CONTROL PLAN
AIRPORT ROAD - PHASE 11 TRAFFIC CONTROL PLAN
WEDDINGTON ROAD -PHASE I TRAFFIC CONTROL PLAN
WEDDINGTON RD-PHASE 11 TRAFFIC CONTROL PLAN
AIRPORT ROAD PLAN AND PROFILE
WEDDINGTON ROAD PLAN AND PROFILE
SIGNAGE AND STRIPING - AIRPORT ROAD & WEDDINGTON ROAD
SIGNAGE AND STRIPING - WEDDINGTON ROAD
AIRPORT ROAD CROSS SECTIONS
WEDDINGTON ROAD CROSS SECTIONS
\
\
\ GDLDM1NE RD
C
PROJECT TEA
DEVELOPER
CENTURY COMMUNI-
7400 CARMEL EXECL
CHARLOTTE, NC 282;
704.912.1374
CONTACT: ANDREW
EMAIL: ANDREW.ROI
LANDOWNER
MONROE TOWNSHIP
P.O. BOX 429
MONROE, NC 28111
EMAIL: FRANKLINHOI
LANDSCAPE AF
LANDDESIGN
223 NORTH GRAHAM
CHARLOTTE, NC 282(
704.333.0325
CONTACT: SHAUN TC
EMAIL: STOOLEY@L/
CIVIL ENGINEEF
LANDDESIGN
223 NORTH GRAHAM
CHARLOTTE, NC 282(
704.333.0325
CONTACT: FRANK M(
EMAIL: FMCMAHAN@
SCALE: NTS ��

TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS
13.
ALL EXISTING WORK C
ACCESSIBILITY NOTES:
DAMAGE DURING CON
REPAIR TO EXISTING (
NOT INDICATED IN THE
PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING
1. MAX CROSS SLOPE ON SIDEWALKS SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE.
'ERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE
2. ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE.
LAYOUT NOTES
3. ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE.
1.
ALL MATERIALS AND C
ALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
AND THE NORTH CAR(
STANDARDS, AND STP
=AKING GROUND.
2.
EXISTING UTILITIES AF
TE GEOTECHNICAL ENGINEER FOR COMPACTION REQUIREMENTS.
ADDITIONAL NOTES:
LOCATION AND/OR ELI
THE VARIOUS UTILITY
>PHALT. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH
CONTRACTOR MUST C
DRIVEWAY SHALL NOT BE LOCATED OVER WATER METERS, SEWER CLEANOUTS, OR VALVE BOXES. METERS WILL NOT BE
TO REQUEST EXACT F
SET IF WATER METER BOXES, SEWER CLEANOUTS, VALVE BOXES, OR THEIR APPURTENANCES ARE DAMAGED OR
IMPROPERLY POSITIONED.
3.
CONTRACTOR SHALL
OF THIS PROJECT. TH
ACHMENT AGREEMENT WITH UNION COUNTY / NORTH CAROLINA
FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB & GUTTER SECTIONS AND BACK
IMPROVEMENTS DURI
OF DITCH IN ROADWAY SECTIONS AND HAVE A CLEAR SPACE OF 3 FEET AWAY FROM ANY PERMANENT STRUCTURES.
CONSTRUCTION.
FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE
REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION POLICY, AND TO UNION
4.
ALL ONSITE PAVING D
'REVIOUS ARRANGEMENTS HAVE BEEN MADE WITH OWNER.
COUNTY WATER AND SEWER EXTENSION ORDINANCE.
5.
ALL CURB RADII AND
)M FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL
DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH
ZEMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON
WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF
6.
ALL PAVING AND EAR-
tE SUFFICIENTLY STABILIZED.
THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH A TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
7.
BOUNDARY SURVEY: E
'RINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
JOHN R. MCDAMS COS
UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS
EASEMENT LOCATION
SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER
_ES.
AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
8.
BUILDING DIMENSION:
:QUIREMENTS.
BUILDING DIMENSION:
)NTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE VERIFICATION HAS BEEN MADE BY LANDDESIGN THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE
AREAS AND SLOPES GREATER THAN 3: 1. ALL OTHER AREAS ARE TO BE CENTER OF THE LOT AT THE FRONT SETBACK. GRADING NOTE
CONTROL DEVICE MEASURE MAY BE REMOVED UNTIL THE SITE IS
ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY.
1.
STAKE PER SPOT ELE
ONLY.
ARDS AND SPECIFICATIONS AND ALL OTHER CITY, STATE AND FEDERAL
IF WELL AND/OR SEPTIC SYSTEMS ARE ENCOUNTERED, THEN CONTACT TRACI COLLEY (704.283.3717) WITH
2.
WRITTEN DIMENSION
ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION.
DISCREPANCIES.
3.
CONTRACTOR SHALL
M ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED
DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER MAINS AS WELL AS SERVICE LINES, METER BOXES, FIRE
PIPES. STRUCTURES
HYDRANTS AND LATERALS WILL NOT BE IN CONFLICT WITH ANY PROPOSED UTILITY INSTALLATIONS, LANDSCAPING
JCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW OR ACCESS IS
AND/OR DRIVEWAYS. ANY CONFLICTS SHALL BE AT THE DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE AND
4.
CONTRACTOR IS RESF
COULD RESULT IN DELAY OF WATER METERS BEING SET.
c
PROVIDE BY LANDDE�
LANDDESIGN SHOULD
5.
ALL SPOT ELEVATION;
.RE COVER WILL BE LESS THAN 3'.
ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES STORMWATER, EROSION, TREES, LANDSCAPING, ETC...
( )
RIM ELEVATIONS ARE
MUST BE SHOWN AND IDENTIFIED BY REVISION # AND CLOUDING. FAILURE TO DO SO WILL DELAY THE APPROVAL OF THIS
ONSTRUCTION DRAWINGS.
PROJECT.
6.
REFER TO GEOTECHN
RCP STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED
TOPSOIL, STRUCTURP
JAL MUST BE APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT OF
ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH INCLUDES THE TAPPING VALVE.
7.
APPROVAL OF THIS Pl.
CONDITIONS WARRAN
G PLACED. THE INSPECTOR MUST BE PRESENT DURING THE BACKFILLING
OWNERS.
ALL PROPOSED SEWER CONNECTIONS TO THE EXISTING SEWER SYSTEM BY STRADDLE MH MUST NOT CUT INTO THE
CLASS II -IV, AS DEFINED BY SECTION 1016-3 OF THE NCDOT STANDARD
EXISTING SEWER PIPE UNTIL THE PROPOSED SEWER LINE HAS BEEN ACCEPTED BY UCPW. ALSO ALL CORE CONNECTIONS
8.
IN ORDER TO ASSURE
ITABILITY BY A LICENSED GEOTECHNICAL ENGINEER, NCDOT CLASS I
TO EXISTING MH'S MUST BE PLUGGED WITH A CONCRETE PLUG IN THE INVERT OUT AT THE 1ST PROPOSED MH UPSTREAM
9.
ALL PLANTING ISLANE
ACEMENT OF THE MATERIAL WITHIN THE STREET RIGHT-OF-WAY.
OF THE TIE IN POINT. THE SEWER PLUG SHALL NOT BE REMOVED UNTIL THE PROPOSED SEWER LINE HAS BEEN ACCEPTED
BY UCPW. IF PLUG IS REMOVED PREMATURELY OR EXISTING PIPE IS DAMAGED BY CONTRACTOR, THEY MAY BE LIABLE
10.
CONTRACTOR TO VEF
EM.
FOR CLEANING ALL DOWNSTREAM SEWER MAIN AT UCPW DISCRETION.
11.
CONCRETE SIDEWALk
=PTED BY THE APPROPRIATE AGENCY.
12.
REFER TO LANDSCAPI
NOTES TO THE ENGINEER:
BEFORE GRADING/CO
DISTURBANCE OR COI
✓1 DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD
EXECUTE DOT ENCROACHMENTS AT TIME OF PERMITTING.
LAND DISTURBING AC'
13.
DIMENSIONS ON BUILE
31BLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE
FOOTINGS.
ES OF ACCESS IMPACTS DUE TO THE WORK.
PROVIDE TO US A COPY OF THE DRIVEWAY PERMIT PLANS IF DIFFERENT THAN THE ENGINEERING PLANS.
14.
GRADING CONTRACT(
AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
FACILITIES ON OR AD
T r,� 1 ,T ,,,,,,,,
SEND COPY OF PLANS TO GAS COMPANY IF WATER MAIN IS PARALLEL TO EXISTING ROADS.

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`CONTROL POINT
THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS Flf
ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDINC
CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COOR
CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE E.
AND EXCAVATION.
MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET BELOV
MATERIAL.
ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON TH
RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR l
CONTRACTOR SHALL REMOVE ALL EXISTING LIGHT POLES IN THE DEMOLITION ARI
ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
WHERE CURB AND GUTTER IS CALLED OUT TO BE REMOVED, THE CONTRACTOR S
REMOVE PAVEMENT.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASE
DEMOLITION OF UTILITIES WHICH ARE ACTIVE SHALL BE SEQUENCED TO ALLOW F,
PORTION.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER
DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VEF
REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITI
THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM)
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND Pi
LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RES
OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OI
OF LANDDESIGN.
SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQU
ENGINEER FOR FURTHER DIRECTION.
PRIOR TO TREE REMOVAL, CONTRACTOR SHALL COORDINATE REMOVAL WITH PR(
CONTRACTOR SHALL MAINTAIN STORM WATER MANAGEMENT SYSTEM DURING CC
CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES DURING C(
PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREE;
ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVA
SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES
OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS E
SHOWN ON CONSTRUCTION PLANS.
39
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NO.3710540 00J, 3 05�OOJ, #FECT'I'VE DATE
9 / i OCTOBER 1, 2008.X.
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DIRECTLY OFF MUD MATS FOR Cl
0210 r ( 9. THE CONTRACTOR SHALL DILIGE
STRUCTURES. ALL EROSION CON
STORM EVENT. IF FAILURES ARE
09402162 10. ALL EROSION CONTROL MEASUR
JSHIP SB #1 ®` I I1 / :'?. \ \ \ _ _ I I \ 1 S VILLAGES OF /
DEPARTMENT OF ENVIRONMENT,
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BK. 5960, PG. 102 —
TAX PIN: 06-003-011E
NOW OR FORMERLY / / \ _ \ 7 �P'� / y G`'\\\ �_ --\F
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VILLAGES OF WESLEY CHAPEL, /
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— BK. 4519, PG. 061
TAX PIN: 09-402-553 V
SSB #11
MONROE TOWNSHIP A � `-::•' •�/ �
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TAX PIN: 09-402-011C
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J / o ♦ I 1 I I \\\ J •\ �\ , PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
630
♦ I I I I rn I \ I ` \ PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
625 I I I o I \I \ WETLAND BUFFER
(T OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN:
PROP. ROCK CHECK DAM \ \ / I ♦ \ 1 I I I\ \ INLET PROTECTION PER CATCH INLET DETAIL ON SHEET
(TYP.) (NCDEQ #6.63)``"`rI \ '
\ l \ ` `_\ / \ _ \ \ \ \ \ \ \ \ \ / I 4 11 I \� I I \\\ `.' J .�• \\ CLEITS OF L MNSTTS R YP.ION /
IN\ a —f ♦I 1 I I 1 \J
A*\
DRAINAGE AREA TO BE TREATED
BY±1840 LF OF HIGH HAZARD
SILT FENCE: 1.81 ACRES
\ SEDIMENT BASIN #1\
/ DRAINAGE AREA: 11.18 AC
BOTTOP OF BERM: 628.00TOM OF BASIN: 624.00 \ \ \ \ \ \
\ \ 1 \ v 'AY \ I \ \ \ \ \ \
\ N \
PROP. FAIRCLOTH SKIMMER
�s \ PROP. 18" (2) SLOPE DRAIN o I (-
�R. / \ (TYP.) (NCDEQ #6.32) I \ \ SIZE: 5.0 INCH 1 I \\ �YY A ORIFICE DIA.: 4.5 INCH � � I I \\ A
TE ORARY RISER BOX \ / I ♦I I I 1 \\\\
RIM: 626.50 \ _ / / ♦ I I \ �\ / "",
1 \ \ l \ \ \ TEMPORARY 12" RCP @ 1.00% I ♦I I \I
\ \ \ I I + MINIMUM SLOPE
\ \ \ \ \ \ \ RIP -RAP APRON - ELEV: 625' \ _ 3 J I I\\ .'`•,
LENGTH: 6', WIDTH: 6'
MEDIAN STONE SIZE: 6" f ° ♦I I I \\� "'��
THICKNESS: 12"
10'x10' EMERGENCY / \ \a CLASS 1 RIP RAP
SPILLWAY: 626.50 ` .
V '00�
\ :✓ ! \
PROP. 18" SLOPE DRAIN
(TYP.) (NCDEQ #6.32) / 4 1 1 1 1 1 \\ •,
DRAINAGE AREA LIMITS TO
SEDIMENT BASIN (TYP.)
low
TD TD> TD->�� o ` I 1 I I I I I N \ II . �. n 62\ / ` �I \\ I Y•�
�O'' � � �o�` 1` \ I I I I \ ` \\ `. _ - "�`� • � �� � � 625
1 w 1
DRAINAGE AREA TO BE TREATED • \\ _ _ p11 I Y', SKIMMER SEDIMENT BASIN #3
j�o \ To n \ \ \ 1 1 BY ±1840 LF OF HIGH HAZARD \\ \\ \ — —' — N♦ I\ DRAINAGE AREA: 3.12 AC
SILT FENCE: 1.81 ACRES BOTTOM OF BASIN: 621.00
\ \ \\ \ \ \ 1'\. • ' `` ```•`. \\\�\ \ \ \ TOP OF BERM: 625.00
/ To ` \ \ \ \ \ \ \ \ \ �\ " ` "`•` • ` "`j�= �• \\\\�\ _ — — \�) �•"I (DESIGNED FOR FUTURE WET POND)
fee
/•` / ♦ _ J I PROP. BAFFLES (TYP.)
`I ( Y " e2s` /i �i I ♦ i `' (NCDEQ #6.65)
1 \ 15' WETLAND BUFFER I \ l ` \`tom "` •`j' /��� ♦ N / / N N

51 REAM BUFFER
\ (TYP.)
PROP. 18" SLOPE DRAIN
\ J \ \ (TYP.) (NCDEQ #6.32) \ \ RIP -RAP APR(
TO // ` �/-- � f ��� �� / � S \ I \ \• SS LENGTH: 6',V1
P-) / I `( \ \ 62 MEDIAN STOI`
a V x THICKNESS: 1
PROP. HAUL ROAD / \ �/ \ \�� \ \ \ \ \ \ . CLASS 1 RIP F
(TYP.)
— \ I / / ♦ y \ \ 620 \ PROP. FAIR(
6 \ \ \ \ SIZE: 2.5 INC
635 / / _ _ _ _ ( \ l \ \ \ // / / / ♦ \\ \� \ \ \ ORIFICE DIA
/—/ �}J � \ \ \�// / ( / /��\ ♦ ��`\ \ \\ \_ao\ 62s
kt-
635
RAIN
rn
low
am
NNW no,
aft
400
630
/ I \ --- ,� \ \� � �� \ � ♦ s\ I I♦ ( 1\ I III\
\ \ — I� 1 \ \ \ 6Q I `� I ' I DRAINAGE
PROP. ROCK CHECK DAM
(TYP.) (NCDEQ #6.63) \\ \ \ \ \ \ \ SILT FENC
15' WETLAND BUFFER i / \ ► \
— _ \ 1 ®'r PROP. OUT OF
00, SANITARY SEV
\ PROP. FAIRCLOTH SKIMMER /� / / ' \ \ \ I I (REFER TO CI L
f/ SIZE: 4.0 INCH I \ \ \ \\// I 11
` \ ORIFICE DIA.: 3.4 INCH
PROP. HI
1 / '
/ J 624 PROP. BAFFLES (TYP.) PROP. ROCK CHECK DAM s�� \ \ \ \ \ \ I / I I / / / I (TYP.) (N(
i
620 — (NCDEQ #6.65) L / / / (TYP.) (NCDEQ #6.63)
�675 ��
PROP. TEMPORARY DIVERSION
DITCH (TYP.) (NCDEQ #6.20)
6�
<-al ��y / / \ \ I \ \ \ I I SS SS \
PROP. 18" SLOPE DRAIN \ I `♦ \ \ \ I \ I \ / °�` \ \
(TYP.) (NCDEQ #6.32) I \ /� \ ♦ \ 1 % + I I \I\ I\ \
♦ I 1 ♦♦ \ 1 I / /I \ ,
PROP. TEMPORARY DIVERSION %
PIPE (12" HDPE) WITH RIP RAP / / �\ 61�
\
IX�-
67
k I/1
IMENT CONTROL \ \ \ \ 1/` '/ \ PROP. BAFFLES (TYP.) / / /
VCDEQ #1606.01) — —
• �\ �` \ � oy \ \ � � \ / � � (NCDEQ #6.65)
/
�\, 67 \ \ \ � \ \ _ —
E AREA TO BE TREATED \ _of, \ \ `
235 LF OF HIGH HAZARD \`6 \ \\�\\. \� \63 \\ �_ ,��/ /l /J� I V I i� i/L/ •

� ro TtAMds ;.y
RIP -RAP APRON - ELEV: 614.50' _ • y y y t, ' I \ \ \ — \
/ 61F LENGTH: 6', WIDTH: 6'
MEDIAN STONE SIZE: 6" \ - / '�; .. / _ ... `"�"`i�" LANDs �• / /�T �\ \ ��� ��` J ,
THICKNESS: 12" / 1 = •, ' >.), y . , �y �•// //� ✓� / �\ \ \�\ _• i ^ _ ��
CLASS 1 RIP RAP j — / 10'x10' EMERGENCY \ . • ; ; , , . %� / / \ \ \ �—
�i�/ _ SPILLWAY:615.50
PROP. SPECIAL SEDIMENT CONTROL %
FENCE (TYP.) (NCDEQ #1606.01) / --� PROP. 18" SLOPE DRAIN—
(TYP.) (NCDEQ #6.32)
SKIMMER SEDIMENT BASIN #11
DRAINAGE AREA: 1.72 AC
BOTTOM OF BASIN: 613.00
TOP OF BERM: 617.00
PROP. HIGH HAZARD SILT FENCE
(TYP.) (NCDEQ #6.62)
/. / PROP. TEMPORARY DIVERSION
DITCH (TYP.) (NCDEQ #6.20)
sass s s / � — \\ s V / --
/
/ PROP. ROCK CHECK DAM ,
�I /. / (TYP.) (NCDEQ #6.63)
� l \
PROP. FAIRCLOTH SKIMMER sso
SIZE: 2.5 INCH
ORIFICE DIA.: 2.2 INCH
BE TREATED�■■IIs��
II HAZARD
I I I ( I r I I, ' / 1 "ss / PROP. OUT OF ROADWAY
0.4 ACRE
I ! I I I + SANITARY SEWER —Z \ \ \ \ \ \\ \)
I I s (REFER TO CHAPTER 7) _
DRAINAGE AREA LIMITS TO
SEDIMENT BASIN (TYP.) \ \ \ \ \ \ N
N
y/ l
¢01 <-Ol <-Ol -41 <-QL 190S
r I\ T\ <-QL T<- -<-ci < \ / \ \ `l
ZEA LIMITS / I I/I / / I I 1 I o I I �� \ ` ♦ / �a Q
N/CE (TYP.) I I I I 'oyl
�,\ 1*#At /rI
PROP. 18" SLOPE DRAIN
(TYP.) (NCDEQ #6.32) � \ \ \
\ \ \ \ PROP. HAUL ROAD \ \ `
PROP. BAFFLES (TYP.) \ \ (TYP.) \ \ \ ftft
e
(NCDEQ #6.65) \ \ ao \ \ 6
37
0 IN
"?O \ \\ \ \\ 63 \ 636 ,
A
PROP. TEMPORARY DIVERSION
DITCH (TYP.) (NCDEQ #6.20) V A \
\ 617 \ \ \ PROP. ROCK CHECK DAM \ \ \ \
621
(TYP.) (NCDEQ #6.63) V A
I ( \ \ \ \
MINE _ -<-pl 1 -<-01 -<-01 -<-01 <-01 __<-01 <Ql
1
AAl —\A/ — rtni— - W W
—SKIMMER SEDIMENT BASIN #10 T /
/ < DRAINAGE AREA: 3.52 AC WEDDINGTON ROAD
PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN:
INLET PROTECTION PER CATCH INLET DETAIL ON SHEET

_ ��' / \ l / ❑ \ \ PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN:
r:�402381 / C� O �/ / INLET PROTECTION PER CATCH INLET DETAIL ON SHEET
REA TO BE TREATED \ /o d Ogg / / ` �� / �/ I M N r- \
IF HIGH HAZARD \Lr)
0.26 ACRES o// �� M M M I I j I M j (O
AREA LIMITS 402380 o �% / ((yy,�� � N I N N N N c)
CD—J O O O O N
NCE(TYP.) I ��� GS �/ VOA/ 11L� �_ ���� O �CD I CD g �
FAIRCLOTH SKIMMER SKIMMER SEDIMENT BASIN #14 fl
0 INCH DRAINAGE AREA: 5.06 AC �, — I� / ` \ u b I 1 /
E DIA.: 2.8 INCH BOTTOM OF BASIN: 626.00 U. / — I
TOP OF BERM:630.00��
�( LIMITS OF CONSTRUCTION / PROP. TEMPORARY DIVERSION — — PROP. ROCK CHECK DAM _ _ PROP. HIGH HAZARD SILT FENCE VI
CLEARING LIMITS (TYP.) DITCH (TYP.) (NCDEQ #6.20) — (TYP.) (NCDEQ #6.63) - (TYP.) (NCDEQ #6.62)
630
<-Ol
m o ( \
626
630-01 - 0 `01
_<-01 -
4*4
PROP. 18" SLOPE DRAIN I /
` \o� (TYP.) (NCDEQ #6.32)
\ PROP. FAIRCLOTH SKIMMER ` 1 I / / / — — \^ /�� 09402308
oy o SIZE: 2.0INCH
\\ \ ORIFICE DIA.: 1.9 INCH
_26r ✓�
\ ♦ \� PROP. TEMPORARY DIVERSION
PIPE (12" HDPE) WITH RIP RAP / / i
63�_\---1--�—� --------------10,
0.
\ V A V PROP. HAUL ROAD \ / �-
♦ @ \ TYP.)
V /
\ \ \ \ PROP. BYPASS SYSTEM CONSISTING OF RCP, \`♦ \ \` \ ` \� \ I \ \\ \ \ 10
0���
FLARED END SECTIONS AND MANHOLES \ ♦♦\c \ \\ \ \ \\ \ 1 / / Q� C) / \
(REFER TO CHAPTER 6)
\ 635
1
\ \\ DRAINAGE AREA LIMITS TO ♦ o� \ \ \ I I / / / / // // �,/ // /
\ \ SEDIMENT BASIN (TYP.) I
I
\ o
\ ��G
T T T w i
— — — — — WEDDINGTON ROAD T _ — < 4 4
NC HWY 84

" �631 O O I' ;:If � ` ' / 10. ALL EROSION CONTROL DEVICE
�— EVENT. IF FAILURES ARE FOUND
d E) / �21 \ ( 11. THE CONTRACTOR SHALL MAINT,
\.�
°�402 / PERIODIC INSPECTIONS CAN BE I
60\ 12. NO DEVICE SHALL BE REMOVED I
�� A \ Q 09402162 BE OBTAINED PRIOR TO THE REN
I ® 8 IIl'/ :: �p 1 Q S VILLAGES OF / — 13. ALL EROSION CONTROL MEASUR
I II :��• 1es I 09402163 WESLEY CHAPEL,
45 - MAP 1 CAROLINA DEPARTMENT OF ENV
P.C. H, FILE 541
90
a R
Nro
I m
•.• •••• \ � � •• •. I \ \ Q �/ VILLAGES OF I
WESLEY CHAPEL,
MAP 2
\ e
P.C. H, FILE 539
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NOW OR FORMERLY h
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/ � �...—ems. � ,- � l �� �,/ —_/ .�� 1 � � � • � .� ' � /
—� VILLAGES OF WESLEY CHAPEL,
HOMEOWNERS ASSOCIATION /
/ \ �� l�6 t' ` ... BK. 4519, PG. 061 \
\ qq. �� i TAX PIN: 09-402-553
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�/ �"N I I I \\\ i " •••'•\ \` , PROP. SANITARY SEWER PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
(REFER TO CHAPTER 7) PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
\ ` OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN;
PROP. WATERMAIN
REFER A CHAPTER 7) INLET PROTECTION PER CATCH INLET DETAIL ON SHEET
1 \ I I \\ •`•`J`�. \1 LIMITS OF CONSTRUCTION /
CLEARING LIMITS (TYP.)
PROP. CATCH INLET
PROTECTION (TYP.)
11 \
77 \ "`
-7
\
s�o
1 \ \ \\
-� 73
IN
I I I I •`" '��� \ \ \ ( `• SEDIMENT BASIN #3 TO BE CONVERTED
_ \ TO WET POND #1 AFTER CONSTRUCTION
IS COMPLETE AND THE SITE IS STABILIZED
(REFER TO SHEET C-6.12)
625 VI
`\ \1` ` • 15' WETLAND BUFFER
`fix`` te`Ns•` ~'�.11\ \ _ __/ I`\ "�.
1
• • ` • ` ` • "/•` _ J BAFFLES (TYP.)
sss "\• •` e2o`. . • %• �i I I ' (NCDEQ #6.65)
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PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN:
INLET PROTECTION PER CATCH INLET DETAIL ON SHEET
/ SPECIAL SEDIMENT CONTROL ✓ _ ,� • , , ,� y y ; ; ; ; "1%� /�/ , i \\ \ \ - - -
/ FENCE (TYP.) (NCDEQ #1606.01) 18" SLOPE DRAIN '� ; ; ; , " , y y . • " " y �//�//� / \\ \ \ \ -
� (TYP.) (NCDEQ #6.32)
TEMPORARY DIVERSION
DITCH (TYP.) (NCDEQ #6.20) "
ROCK CHECK DAM
(NCDEQ #6.63)
HIGH HAZARD SILT FENCE ,
(TYP.) (NCDEQ #6.62)
PROP. STORM DRAINAGE
(REFER TO CHAPTER 6) ,
198 630 PROP. SANITARY SEWER
(REFER TO CHAPTER 7) ,
633
\
/ - PROP. WATERMAIN \\
196 / 199 REFER TO CHAPTER 7) \
A\�\ �N
200U
I
201 PROP. CATCH Ni LET
1 , / PROTECTION (TYP.) _
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AM
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PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLAI
PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ON
OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL IN;
402\3\81 \ 1 ✓INLET PROTECTION PER CATCH INLET DETAIL ON SHEET
vv C}+ // i/ /O�l�� / I c�\ t �/ �/ I �cN I I ti ti I/cy) I ti cy)ti o� rnj�402380 °� .`// rn�a I I o I I I o III o I I o I N N+\��i� o �j �_ j��� I 1 I I I o
18°SLOPE DRAIN \I\ �/ II �i��go�o
(TYP. NCDEQ #6.32 I 1 \ � 1 / / 1 \
—qx x
TEMPORARY DIVERSION _
LIMITS OF CONSTRUCTION —
— _ � _DITCH (TYP.) (NCDEQ #6.20) = CLEARING LIMITS TYP.) - — —= ROCK CHECK DAM —
( HIGH HAZARD SILT FENCE I
(NCDEQ #6.63) % N
/ — — (TYP.) (NCDEQ #6.62) _
630
641 c01 1 \ 1 1
626
— <-41 <-Ol <-01 1 —<-01 —<-01 —<-al
630
635
635
1 \ 1 I / 640 / J ' J / \ \ — — ! _ / /
09402308
203
204 \ 205 \ D206 207 \ 208 209 \210
\I�I
ss \ ss s + sl - s s\s ss - � ,gs
ss
6`3h...
1 �
PROP. CATCH INLET �vP��
640 PROTECTION (TYP.) j \ \\ \ \\ \ 1 I 2115 �'�o��
1 l
225 224 I 223 222 221 \ 220 I \ 219 21 $ \ LIMITS OF CONSTRUCTION /
O CLEARING LIMITS TYP.
HIGH HAZARD SILT FENCE
638 \ / / / (TYP.) (NCDEQ #6.62)
635
— — — WEDDINGTON ROAD _ — — <
NC HWY 84 — \

r M oFUa
P LOOPS
INSTALLATION
PROTECTIO
3 ft
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 ft min
z
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c. I V I I I V I I V I I L" V" "/ I I I I V / I I V L /x V/ V/ I I V I I V I V V L I "/ I I V 1..! /"I I I I\ V.
NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL WETLAND CROSSING PERPENDICULAR TO THE FLO'
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTI
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE ED,
THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP A
ACCORDING TO EQUIPMENT UTILIZED.
MUD MAT CROSSING
NOT TO SCALE
Practice Standards and Specifications
Definition A graveled area or pad located at points where vehicles enter and leave a
construction site.
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust.
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
public road or other paved off -site area. Construction plans should limit traffic
Practice Applies to properly constructed entrances.
Design Criteria Aggregate Size —Use 2-3 inch washed stone.
Dimensions of gravel pad
Thickness: 6 inches minimum
Width: 12-feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-feet minimum

ANY SILT FENCE,
1E SILT FENCE.
I� 2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
u, a- u a e w ewe a tee ep� eu a a a P.eu type e � ua e w a ,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwat
properly sited, designed and maintained dewatering to nks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the -tent feasible a
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the disch
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of
NOT TO SCALE
CO M PACTED
NOT TO SCALE
TREE PROTECTION
NCDEQ 6.05
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO
THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF
4 FEET APART.
3
SURROUND THE POSTS WITH WIRE MESH
HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT
FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS NCDOT #5
RECOMMENDED. WASHEC
PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2:1 SLOPE WITH A HEIGHT
OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
NCDOT #!
COMPACT THE AREA PROPERLY AND WASHE[
STABILIZED IT WITH GROUNDCOVER.
NOTE:
CONTRACTOR MAY USE OTHER
NCDENR APPROVED INLET
PROTECTION DEVICES IF
APPROVED BY INSPECTOR
HARDWARE CLOTH
NCDEQ 6.51
-1-
I
O
M
H III -MA
V
4' MAX.
NOT TO SCALE
GAUGE HARDWARE CLOTH
MESH OPENINGS)
11
2'
16" MIN.
AND GRAVEL INLET PROTECTION
INLET ZONE 35%
OF SURFACE AREA
NOT TO SCALE
NCGO1 SELF -INSPECT
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
TRrK
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections ofthe NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
None
(HOW) Zones
7
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeperthan 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: Afterthe permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longerthan 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stablllaatlon
Permanent Stablllaatlon
.Ten,porar. Crassseed covered with straw or •Permanent
Crass seed covered withstraw or
ether mulches and tack)fill,
other mulches and Li ckiiiers
• Hydroseeding •
Geotextile fabrics such as peimanenL sail
• Rolled eioslo n control pioductswith of
eii force ni Lot nil l LinC
wi[hout[emporary Crass seed •Hydra;eedinC
•Ap propriato lyapphed straw or o the, mulch •Shrub,
or the, permanent planting., cove. real
. Plavllc vheei mi,
with mulch
•
Uniform and evenlyclistributed ground cover
zmtede.n, rn re.znaln -lotion
•
Sh'uctural meihntk such as conavte, asphalt or
retaining walk
•
Rolled erasion control products with grass seed
POLYACRYLAMIDES(PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List cf Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment oftreated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
NCGO1 GROUND STAF
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
O� OUTLET ZONE 15%
OF SURFACE AREA
GENERAL NOTES:
f1Rl\/F S' CTPPI P(1CT AT I FACT 7 "

W I SKIMMER SKIMMER
TET) PIPE ORIFICE
DIAMETER DIAMETER
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
NOT TO SCALE
# 5 WASHED STONE
•
AT CENTER
�ECTION
SKIMMER
NCDEQ 6.64A
0
C onstruction I- Clear. grub, and strip the area tinder the embankment of all vegetation and
root mat. Remove all surface soil containing high amounts of organic matter
�7$GIfIG$%IC�nS and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal arcs. Place temporary sediment control measures below
basin as needed.
2. Ensure That till material for the embankrent is free of roots, woody
vegetation, organic mater, and other objectionable material. Place the fill in
lifts not to exceed 9 inches. and machine compact it. Overfill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a ahallow pil under the skinuner or
providing a law support under the skimmer of stone or timber.
d_ Place the barrel (typically 4-inch Schedule 40 PVC pipe) an a firm, smooth
foundation of impervious soil. 0o not use pervious material such as sand,
gravel, or crushed stone as backtill around the pipe_ Place the fill material
around the pipe spillway in 4-inch layers and compact it udder and around
the pipe to at least the same 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 a 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 clam aftcrthc embankment
is complete.
5. Assemble the skimmer following the maimfacturers instructions. or as
designed.
6. Lay the assembled skitttmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rape to tiie skimmer atsd anchor it to the side of the basin, This will be used
to pull the skiinmer to the side for maintenance.
T. Earthen spillway,~ —Install the spillway in undisturbed soil In the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel sIopes are critical to the successful operatian
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for attcharing
in a trench. The edges may be secured with 8-inch staples or pins. The fabric
must be lorig enough to extend down the slope and exit unto stable ground.
The wi&h of the fahrin miict he nne nirrr tint inineii nr cn[irPrl• nthrnwki-
NOT TO SC
9. ETOSIOn control —Cons
minimized. Divert surfac
embankment before the an
embankment and all other
spillway immediately alter,
10. Install porous baffles w
11. After all the sediment-1,
remove tlic structure and s
blend with the adjoining a
srubrfizarion).
Maintenance Inspcct skimmer sediment
(one-half inch or greater)
sediment and restore the
accumulates to one-half th
one side so that the sedime
sediment from the entire b�
Make sure vegetation grow
the skimmer.
Repair the baffles if [hey
flowing undcrncath or aroui
If the skimmer is clogged r
jerking on the tape will tn:
the debris and restore flow.
the side of the basin and ref
skimmer to see if it is clogg
if the skimmer arm er hart€
the Obstruction cleaned with
sure and replace the orifice
Check the fabric lined spit
with fabric that spans the fG
spillways, and outlet for ci
piping and settlement. Mal
trash and other debris from
Freezing weather can test
precautions should be tak.

LOut" iF E r Ci1AAM.;t
r
'i
SW--TL;4 LF �I
`&T FE-sll
s1 j;EMNN Or
TYPE C (druircge and side -of lot),
Ltr. per+ & NEN E
u INl.%LL 6AAvEL uNivEwAT EN7RANCE ON LC* SIDE
CF LOT AT I-EkST 'D' (GAIN.) OFF SIDE PER-Y LIME.
IF 'SILT FE%'-"E IS INSTALLED AT �EAR, INSTALL P.AI Eft FETE
:-L0,4r LOT FIBO14TAGE TO LImIT #.; CESS TO CON5I. Dfrk ICE,
2. IN7ALL SILT FACE w N L7ffl SICE 4F LOT AT 77- OF
SL: r,E AEFORE TERRACING CLOWN 'TO-Ar-ENT LOT LEG �.
EUTRz 161- E
CAR E� i�au ''F
FLuwfw b. E
*uE:T}mk F
FL;f1.., !`I E
DFWEtZF--A• OF
TILT FE%-"E
T'- F- E E I'dr uiriu n- tc iid L)-
THIS DETAIL IS NOT I%TENDL-' TO UMIT OR PREVENT THE
C.C%TRAC'TOR FRCP ik%Y WDIRK THIS 1= REOUREU FG;? -11
IE
LG-/H0LJSE CCNSTRIJCrIDN TO HE � .-WFLETE0. + DDITIDNAL
EPDSION =47ROL 4EASURE PAY BE NEE1,ED AS LOT CCNDITIONS
'O RR;k'.T OR AS DEEMED &FPRO=R.ATE BY LAND C.,AUTY NSPECT')R.
4. A STONE '�L.rTLET `iHALL HE L LACED AT LOW CORNET GF
L')T 3A�-;EV 'JN FIELL 60NCIIICNS.
DISTURBED AREA (AC)
TYPE DRAINAGE PATTERN
LOT NUMBER
DISTURBED AREA (AC)
TYPE DRAINAGE PATTERN
0.146
A/B
101
0.156
B
0.146
A/B
102
0.119
B
0.146
A/B
103
0.118
B
0.146
A/B
104
0.118
B
0.146
B
105
0.118
B
0.146
B
106
0.118
B
0.146
B
107
0.118
B
0.146
B
108
0.118
B
0.146
B
109
0.118
B
0.146
B
110
0.118
B
0.146
B
111
0.118
B
0.173
A/B
112
0.118
B
0.179
A/B
113
0.118
B
0.184
A/B
114
0.118
B
0.188
B
115
0.118
B
0.190
B
116
0.118
B
0.146
B
117
0.118
B
0.146
B
118
0.118
A/B
0.146
B
119
0.118
B
0.146
B
120
0.118
B
0.146
B
121
0.135
B
0.146
B
122
0.143
B
0.156
A/B
123
0.149
B
0.173
A/B
124
0.155
B
0.147
A/B
125
0.159
B
0.146
A/B
126
0.118
B
0.146
A/B
127
0.118
B
0.189
B
128
0.118
B
LOT NUMBER DISTURBED AREA (AC) TYPE DRAINAGE PATTERN
151
0.118
A/B
152
0.118
A/B
153
0.118
A/B
154
0.118
A/B
155
0.118
A/B
156
0.118
A/B
157
0.118
A/B
158
0.118
A/B
159
0.118
A/B
160
0.125
A/B
161
0.120
A/B
162
0.131
B
163
0.204
B
164
0.284
A/B
165
0.225
A/B
166
0.223
A/B
167
0.161
A/B
168
0.129
B
169
0.119
B
170
0.126
B
171
0.125
A/B
172
0.118
A/B
173
0.118
A/B
174
0.118
A/B
175
0.118
A/B
176
0.118
A/B
177
0.118
A/B
178
0.118
A/B

�J g3 /\4 / 65
/\41 / \ / O// 66 /
az
60
43
4444 ass
/ sa
1� /\s6 669
57
56
75 ri (�
54 � � F U :.
74
::.
73
EXISTING —
WETLAND I W
PROP
o BMP
m
I� W
MONRO O1AlKCQHIP J
FARMS LLC
BK. 5905, PG. 571 y°` R
J / r 1
/ •PROP
TAX PIN: 09-402-011C`
\ NOW OR FORMERLY 1\ BMP
SOE
ml
Rr� FvT� cToN o
RF goo p qo Nc
Ug4/c yam\
"4v 84�
DICKSON FARMS, LLC
BK. 5960, PG. 102
TAX PIN: 06-003-011 E
NOW OR FORMERLY
FLOOD HAZARD AREA - ZONE AE (SHADED AREA)
REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J,
3710540600J. EFFECTIVE DATE OCTOBER 16. 2008.
165 \ 164 / O� 63
___,I
10' X 70' SIGHT
TRIANGLE (TYP)
62
/PROP
BMP
.
4-0
�. i
STREAM BUFFER (TYP)
VILLAGES OF \
WESLEY CHAPEL,
MAP 2
P.C. H, FILE 539
I
DDnDCDTV Qnl INIMADV
FLOOD HAZARD AREA - ZONE AE (SHADED AREA)
REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J,
��� �� . 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008.
\S / PROP a ���6 197
\ BMP � m / 195 198198 \
V � I /
\ 194 199EXISTING 1 VILLAGES OF WESLEY CHAPEL,
POND ` \ HOMEOWNERS ASSOCIATION
s
1, 3 zoo A � G 3 BK. 4519, PG. 061
3°S�N�;, TAX PIN: 09-402-553
�6x�
189 l
188/ \

m
41
61360 sq.ft -
r cn
I c
I 42 m
- I 6,360 sq.ft
I I r
43 I c
m
- - - 6,360 sq.ft -
I I I
I I I 44 cnc
6,360 sq.ft
I I p
45 Q
6,360 sq.ft
-I- - - -0
l LL
INS
I I 46
6,360 sq.ft m
Q I 47
6,360 sq.ft c
Y m:
I in
N I 48 tt
6,360 sq.ft r
cw
_ m
i
49
6,360 sq.ft
II II I�
c
m
I
25 I
24
q.ft I 8,448 sq.ft I I 8,6099ssq.ft
II II
I Im
ins _ _� _77i /
W
o
ol�
zl
26' I
B/B
(TYP)
22'
E/E
(TYP)
I
I
m - - I 15' BACK YARD I - - - I I �, I STOP SIGN (TYP.) �_ m
1_ cl,
r c " O
I w tY m \ 89 w .r
61 '. p U STOP BAR (TYP.) , I 5,161 sq.ft J �•
I "
O J
Q
67 ' "
c q ` = _
6,360 sq.ft 6,360 sq.ft � p � � c
r 1 cn
I w {Ic
V I I I � m
60 68 5' SIDE YARD (TYP.) PROP. SEGMENTAL OR CAST -IN -PLACE _cn
6360 sq.ft sq.," RETAINING WALL WITH HANDRAIL TO BE
cn I � I 6,360 sq.ft W "
J _ "�" ` " STRUCTURALLY DESIGNED AND �� w
0 0 0 0.
- SIGNED/SEALED BY LICENSED
0
I �
m
STRUCTURAL PROFESSIONAL
r II
w
c -.'ENGINEER
59 I 69 I 7�
6,360 sq.ft I 6,360 sq.ft
77
I
m
1 6 .ft 360 s
r q
I
r
I
J ..
70
I
II O
6,360 sq.ft
6,360 sq.ft
J
m F I 6,360 sq.ft
O c -
71 "
O m
I
6 q 6
360 sq.ft "
I ,360 sq.ft
r
J
I _ I "
J
75
cn r r-
c I - I 6,403 sq.ft- I ' N
m I � I L
56 I 72 w U) ,
W
6,360 sq.ft 6,360 sq.ft a) m Z
74
r
C I m 7,525 sq.ft \
m
55 I ROAD CENTERLINE
6,360 sq.ft q TYP
- III 73
� 6,792 sq.ft c -�
m 54 I PROP. SEGMENTAL OR CAST -IN -PLACE
6,360 sq.ft I RETAINING WALL WITH HANDRAIL TO BE Rae'
J STRUCTURALLY DESIGNED AND 7 �/% " • ' " ". `
SIGNED/SEALED BY LICENSED S ., y 3°S -3as -3os
STRUCTURAL PROFESSIONAL ENGINEER m _53
_ I I
n 53 PROP. 2' VALLEY CURB (TYP)
6,360 s ft I m
q� PROP. 4' PLANTING STRIP (TYP)
I PROP. 5' SIDEWALK (TYP)
I
n 52
N
_ PROP. SAFETY RAILING TYP
0
I 6,360 sq.ft m \
J PROP. STORM DRAINAGE \
EASEMENT (TYP) N° PROPOSED BMP
m
51 I PROP SEGMENTAL OR CAST -IN -PLACE
>� PROP. SAFETY RAIL - .' RETAINING WALL WITH HANDRAIL TO BE '
6,360 sq.ft J TYP. STRUCTURALLY DESIGNED AND
y SIGNED/SEALED BY LICENSED
N
..SIGNED/SEALED
STRUCTURAL PROFESSIONAL ,
ENGINEER. \` \
` Y EXISTING WETLAND/OPEN
SPACE
sa 7,532 sq.ft I C3 .
4,9;
y
5,160 sq�/�
5,160 sq.f
)3

�. c
�n sq. �
S -----__j 5,160 sq.ft
r
SU �/ / 5,160 sq.ft / 116 // / � � ' �••
// nS �. ....: \VA ROAD K SUE 5,160 sq.ft 160 sq.ft ///
/ 34 ' -
142 / l // , ;� RIAg�E VVIDAD s 5,1600ssq.ft 119 /
5,160 sq.ft / 141 / / / �n T H PUBIC R/fN sso 23 E / / / / / / / O / .
/5,160 sq.ft / 140 / / / ++•.. a S.s E SU 5,160 sq.ft / 120 / \ \
O / / // -'n v 5,160 sq.ft PROP. STUB OUT FOR FUTURE AMENITY
J / 5,160 sq.ft 139 / SUE q/ AREA, REFER TO DEAD END STREET
/ / /5,160 sq. E BARRICADE DETAIL SHEET C-3.8 \'
PROP. CLUSTER MAILBOXES
/ � 50' 36' E \ ' '
v 5,160 sq 137 / �n R/W\B/B\32'
/5,160 sq. / 136 / / / / SUE �� (6 16-UNIT MAILBOXES)
/ \ 5,160 sq.ft 135 / -3nS il,ErE� \i SU
/5,160 sq. f� / 134 / / / / / n
/ l SUE
5,160 sqft /5,160 sq. 132
5,160sq.ft 131 /
/ ins I
5,160 sq. ns
f� / 130 /// /
5,152 sq.ft
M
/ 5,160 sq.ft 129 / / / \
5,160 sq./ / / / /5,160Osq. / 128 / / / �ns� R3 R30' Z
J / /5,160 sq. \ / O / / 121 o
/ 5,1600ssq. / / 148 / / , / / / 5,160 sq.ft / 127 / / / O _
5,866 sq.ft O
UE / // / 5,160Osq. / / 149 / / 1 \ / / \ / 5,160 sq7LI
126 � \ \ I g�
S(/ / ` / / 5,1600ssq. 5,160 sq. \ i
SUE L / / 5,1600ssq. / / 151 / / / - \ /
L / / 5,1600ssq. / / 152 / / 1 / �/ / 122 0 m STOP SIGN (TYP)
�6,212 sq.ft I L 8 1
\ zz' SU / / / 5,160 sq.f� / 153 / / / \ , / \ \ \/ �� J M
.. E/E 26' '• / / STOP BAR (TYP)
nS' BrB� ao' •�.. ,\ / / 5,160 sq.f� / 154 / / / / / \uj
'
\ ` f �..... R/W- \ - 20, FRONT Y / // / 5,160 sq. f� 155
5,160 sq./ / 156 / , � 123 1p o
3n \ / / / 5,160 sq./ 157
1 / \m
486 sq.ft ''
S E / /
/ ins 5,160 sq.f�
SU / 5,160 sq. 159 180 / / 179 // / / 1 ` S 40 PROAD , .. / / / 9�{ / / O Q 00 ti
5,160 sq.ft // O / / / U8L4.
lCR/W UE / // 5,160 sq.f� / 124 Q a �f '
/ 5,160 sq.f� / 178 / �n •.. \ sso \ �,760 sq.ft > cn
// 23' S E
51160 sq. / 4s\
/ 5,160 sq. PROP. RIGHT OF WAY
/ / O
5,160 sq. 175 /// / / co m } nS UE �
• " 125 � (TYP) '
R30' "
J 5,160 sq.f� / 174 / // / / \ n sq. -- / / / / ins R30' \ ` 7 � ft ;.
/ 5,160 sq.ft / 173 / / / w O \ \ "�.::" \ PROP. 2' VALLEY CURB AND
I 170 to
J / / 5,160 sq.ft / 172 / I p O w \ C GUTTER (TYP)
R
\ � // L w � 5,479 sq.ft ��®� m
5,160 sq / 171 - � .
/ 5,436 sq.ft Y MS \ PROP. 4' PLANTING STRIP (TYP)
R30
co
160
m \ N I 169 Q J 5 432 sq.ft I \ R3 PROP. 5' SIDEWALK (TYP)
5,168 sq.ft O m a q �r1S -?.. c
J s I m
�a � mom � c
/ 1 F/ /
168 m
SDE 161 1
5,639 sq.ft 5,217 sq.ft � ' . R�
6 _� _�
PROP. STORM DRAINAGE /5a 1 / ^ N 'co �� sDE� SOE_ SD
E '
EASEMENT (TYP) �� so / / 5J Q O C 5a sDE
167 z s 162 1 I m So,
/ 5
\ -
7,024 sq.ft ,726 sq.ft ' � � �
co
R35' 17 1 I � �Q) :.0 /2326' 1
PROPOSED / I 1 O J m
• C 163j,"
a / BMP � o ( 166 �� 8,900 sq.ft
/ 1
m \ 9,732 sq.ft / 3fl
cow^ /

1-11
/ EXISTING ' y
POND/OPEN
\ , SPACE '
25' BACK YARDLu
\ I U
5' SIDE YARD (TYP) 1
12,012sq. ft
\� I 11,106sq. ft \ \\
EX. STREAM BUFFER
(TYP)
SU
I I 13,207 sq.ft \ 8,587 sq.ft / / / PROP. 5' SIDEWALK (TYP)
Ras �
1 ROAD CENTERLINE (TYP) / I m / 7,616 sq.ft �/ �T2
' PROP. 4' PLANTING STRIP (TYP)
7 1 ft ' PROP. 2' VALLEY CURB AND SUE
/ PROP. SIDEWALK/UTILITY A o / I GUTTER (TYP) ,
EASEMENT (TYP) I, �� R35' 6"
S)) S9, FRO S430 00' 55.9"E
35.39' V L=B=.23'
PROP. SEGMENTAL OR CAST -IN -PLACE 195 F qRo R=3oo.00'
RETAINING WALL WITH HANDRAIL TO BE
STRUCTURALLY DESIGNED AND \ 9,209 sq.ft 10 SU / \ 3 �Ri ��O s5°3�
A qe E UE SUE �r Bo 2
' SIGNED/SEALED BY LICENSEDNo, g9. —
STRUCTURAL PROFESSIONAL5i
ENGINEER. \ /� =g- zr 40 26 - o
-I,/ sDE \ �o' 00 E/E R/W BB R=300.0
S
so
Soe 8,753 sq.ft / S* _• ; . 3n �..... -3 S r
193
soE/ , % \ \ / 7 79O / / PROP. CLUSTER MAILBOXES I 185
192 / (3 16-UNIT MAILBOXES) I I O I /
I , 1 7,355 sq.ft
71428 sq.ft
191 190 187 7,41 q.ft11
—
7,203sq.ft 188
189 7,336 sq.ft J
PROPOSED BMP sD �� \ 8,023 sq.ft 7,155 sq.ft 7,186 sq.ft I J
PROP. R/W soE — soE / I I I I L
- w SDE I L J J
EX. R/W TO BE—aos
ABANDONED Laos
os \----------------
onn� /\n/ r3/\Al o/\n/ nnni n/\n/ ,\,, iv
I V v v I V v •v v I V v v Fv I V v v I \I v v INIV v
12.50' �.
_ ,..
R/W R/ R/WrRIM VV
WEDDINGTON ROAD NC HWY 84 PROP. STORM DRAINAGE — — — — _ _—_ —_ _ _
FUTURE 100' PUBLIC R/W — — — EASEMENT (TYP) — — — — — —

PROPERTY BOUNDARY (T`
STREAM BUFFER
(TYP)
III
�I �I �I -►I -II -II -1 213 �
. I I I I 212 I I 1 13,236 sq.ft /
I' I I I I I III 1 I 1 206 III 207 III 208 III 209 III 210 I I 211 I I 7,867 sq.ft // \
202 1 203 I 204 205 O I
7,155 sq.ft 1117,155 sq.ft �I, I7,155 sq.ftII I7,155 sq.ft III7,155 sq.ftI 17,155 sq.ftI I17,155 sq.ftII 7,155 sq.ft III7,1O55sq.ft IIII7,300 sq.ft
\
1 1 � S UE
��
ACCESSIBLE RAMP I I (TYP.) 214
�1�11
>UE —
ns
II .LL
SIGHT
N
(TYP) oil
Z N
I 181 I
8,530 sq.ft
°J
�. 50'
R/W
31ON
FYP)
36'
BIB
11 S
ROAD 0 „ �
... ; " silo"
:0.
0
3nS 3 SIII I_ I I I_3n I I-3 I I-3I
r 7
STOP SIGN
12,32711 5sq.ft
O• 17
AR (TYP)
/
�
I
III III III III III I I I ��
1 225 I I 224 I 223 222 221 I 220 I I 219 I 7 300s sq.ft
7,155 sq.ft I I 7,155 sq.ft I I 1 7,155 sq.ft 1 1 7,155 sq.ft 1 7,155 sq.ft 1 1 q 1 I 217
9,654 sq.ft 1 8,100 sq.ft 1
1 1 1 7,867 sq.ft
� 1 I I 1 11 11- 1
\ I I 11,611 sq.ft
PROP. R/W
i
so PROP STORM DRAINAGE EX. R/W TO BE
F EASEMENT (TYP)
ABANDONED
onn/ nnni nnnl r�nn/ onn/
n/\A/ onn/ 1-)nn/ onn/ IV vv
rvvv Ivvv Ivvv Ivvv
n /W 12.50'
�R30' � V V R/W
rr
rr
rr
rr
rr
rr PROPERTY BOUNDARY (TYP)
r
PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO
INSTALL MATCHING EXISTING GRADE WITH A
MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO
STOP SIDEWALK INSTALLATION WHERE
WEDDINGTON ROAD IS A HIGHER ELEVATION
THEN THE PROPOSED SIDEWALK LOCATION.
VVCVVIIVV I VIV R—P u IN- I— 1 u
FUTURE 100' PUBLIC R/W

Its
NOT TO SCALE
NOT TO SCALE
CURB AND GUTTER
D'.
K OF CURB
.a
d'
GROOVE JOINT IN SIDEWALK
EOP
1"
. a.
2'-1 1/2" _
-CTION C-C
NOT TO SCALE
1/8" RADIUS
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.
4. WIDTH OF SIDEWALKS ON NON —THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY
ENGINEER.
8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
1 1/8" TO 1 /4"
JOINT FILLER
1/2""
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1/2" EXPANSION JOINT
wi
ofx
Sx o 1.50% (2.00% MAX.)
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
i"
5'
ill
1.67%
6'
1-a"
1.56%
8'
1-4"
1.56%
? `' `I -PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
NOTES:
1. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER
TRANSITION.
2. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED
THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
3. MAINTAIN POSITIVE DRAINAGE ALONG THE LIP OF GUTTER IN
RAMP. IN FLAT AREAS, ADDITIONAL CATCH BASINS MAY BE
REQUIRED ON THE SIDES OF THE RAMP TO MINIMIZE STANDING
WATER AT THE RAMP LOCATION.
4. IF THE SLOPE FROM FLOWLINE TO BACK OF CURB AT RAMP
IS LESS THAN 8.3%, THEN THE SLOPE FROM LIP TO FLOWLINE
AT RAMP MAY EXCEED 5% AS LONG AS THE DIFFERENCE
8' WIDE -
PLANTING
TURNING SPACE/LANDING 1.5% (2% MAX.)
A
SIDEWALK
a I
1
Q I
1
QI
1
W W W W W
Y W W W W V
W W W W W
V W W W W W
W W W W W
Y W W W W V
B
W W W W W
W W W W W a
W W W W W
W W W W W V
W W W W W
W W W W W a
tEXP.
DEWALK
JOIN C0/
PLANTING STRIP• W .V
CONTINUE JOINT A
BACK OF CURB
CUI
A_�
6'-0
4'-(
DIMENSIONS AT B
PLAN VIEW -DIAGONAL R
ACCESSIBLE R)

Ir 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSIN
EE NOTE7 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUA
12 &T 14 ROADWAY CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FO
PLAN SYMBOL
CiPROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII ........... ANY
CURB RAMP
SHEET 1 OF 3 SHEET 2 OF 3
848.05 848.05
1.6" TO 2.4")
1.6" TO 2.4")
DME SPACING
OF BASE DIAMETER
�- 0.2"
L9"-1.4"
:D DOME SECTION
NOT TO SCALE
STREET NAME SIGN
POST INSTALLATION
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
5. ALTERNATIVE DESIGNS MAY BE USED. ANY ALTERNATE DESIGN WILL BE PRIVATELY MAINTAINED.
24" MIN.
T O
9.00" V.
Q
NOT TO SCALE
SAFETY RAIL
GREEN
4
0.25"
1.50"
O (a 0.25"
NOTES:
1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
THIS DETAIL. MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO-REFLECTIVE SHEETING (3M SERIES
3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
FILM OR EQUIVALENT MEETING FEDERAL SPECIFICATION FP-96, SECTION 178.01(A) AND ASTM
D4956. THE TRANSPARENT GREEN OVERLAY FILM MUST BE PLACED ON THE SNM TO PROVIDE
WARRANTS
STANDARD SAFETY RAIL SHALL BE INSTALLED UNDER ANY OF
THE FOLLOWING CIRCUMSTANCES IN BOTH NEW CONSTRUCTIOI\
AND IN RETROFITTING OR RECONSTRUCTION OF EXISTING
ROADWAYS OR SITES:
1. WHEN THE CULVERT CROSSING DETAIL APPLIES.
2. IF THERE IS A TWO FOOT OR GREATER DROPOFF WITHIN
FEET OF THE EDGE OF THE SIDEWALK (SEE DIAGRAM A).
3. IF THERE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY
ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRAM B).
4. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY E
EXPECTED IN THE VICINITY.
5. AT THE DIRECTION OF NCDOT OR ENGINEER BASED ON FI
CONDITIONS.
DEFINITIONS
• DROPOFF -- A SLOPE OF 2:1 OR STEEPER. EXAMPLES
INCLUDE HEADWALLS, RETAINING WALLS, AND CULVERTS.
• PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINAT
OF SIDEWALK, SLOPE, AND SHOULDER SLOPED AT 6:1 OR
FLATTER. SIDEWALK DOES NOT NEED TO BE PRESENT.
• SIDEWALK -- FOR PURPOSES OF THIS STANDARD, THE TI
"SIDEWALK" IS USED GENERICALLY AND SHALL MEAN ANY
PATH OR SURFACE TO BE USED FOR BICYCLE AND/OR
PEDESTRIAN TRANSPORTATION. EXAMPLES INCLUDE, BUT
NOT LIMITED TO, SIDEWALKS, BIKE PATHS, SHARED -USE
PATHS, PEDESTRIAN PATHS, AND GREENWAYS.
STREET
NAME
SIGN
SAFET)
INTERSECTION with
SIDEWALK, CURB, and GUTTER

8. WHERE A DEAD—END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
)ETAIL OF POST
APPROVED DATE
1_IIIII III1111I O IIII111
N
NOT TO SCALEI
NOT TO SCALD
DEAD END STREET BARRICADE
END OF
GENERAL NOTES
3/4" OUTSIDE 1 /2" WIDE
RADIUS (TYP.) WHITE BORDER
1/4" INSIDE RADIUS (TYP.)
FUTURE THROUGH STREET, SIGN
RAI L TO BE CONNECTED WHEN
12"
SAIL CLAMP (TYPICAL)
GREEN ABUTTING PROPERTY
TOP
BACKGROUND S:
DEVELOPS 2" (TYP.)
WHITE TEXT (TYP.)
24"
NOTES:
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY
2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
NOT TO SCALE HIGHWAY ADMINISTRATION. NOT TO SCALE
STREET CONNECTIVITY SIGN MUTE
FOR END -OF -ROAD BARRICADE
PLANTING STRIP
nnnlnoCTC QIMMA/Ai v

- 16'-0" -
(CL TO EOP)
- 16'-0" -
(CL TO EOP)
rwo 1.5" LIFTS
PLACED IN2
_L BE 6" AND
ALL BE
TED ABC.
ION TO BE
BY
(LICENSED
TION
NSTALLED IN
VAL LIFT TO
PION OF
2.0% MAX
.00
5' 4'
SIDEWALK '
PLANTING
STRIP VALLEY
CURB AND
GUTTER
2.5% 2.5%
32'-0" EOP TO EOP
36'-0" BOC TO BOC
90' STREET CLOSURE
2.0% MAX
4' 5'
VALLEY
CURB AND
GUTTER
TYPICAL ROAD SECTION - RESIDENTIAL COLLECTOR
SCALE: NTS
�7' SIDEWALK/UTILITY EASEMENT 7' SIDEWALK/UTILITY EASEMENT
,i

D ROAD 1 INTERSECTION
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WEDDINGTON ROAD NC HWY 84�
FUTURE 100' PUBLIC R/W
R/W -� R/W - R/W R/W R/W R/W -� R/W R/W
rem
R/W -� R/W
WEDDINGTON ROAD (NC HWY 84) AND ROA
SCALE: 1" = 30' il

�\ 92 101 j \
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103 \ \
68 ' 90 O/ \
69
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105 \ \ VILLAGES OF
/ \\ Co // WESLEY CHAPEL, 142 / G 106 ♦� MAP 1
O// \ P.C. H, FILE 541
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II 1173 / 154 /
129/ 119 \
m
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soe \ 0
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PROP. BMP / 170
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PROP. R/W I as
as°S �s
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50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
PROP. ROAD 1
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 30 MPH)
(DESIGN SPEED: 25 MPH)
9+00
SEE SHEET C
l sq.ft I 6,360 sq.ft 6.360 sft R3n sn ft I rl 32 F irn6,36033I, 4 I 3I 3
I- _
I 30 I I 29 I I � —. u I � '2�n �n r_ �n_n ,.� a _ _

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PROP. ROAD 3
40' PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
SYMBOL LEGEND
Riw EXISTING RIGHT OF WAY
SUE PROP. SIDEWALK/UTILITY EASEMENT
- - PROP. BUILDING SETBACK
- - PROPERTY BOUNDARY
- - PROP. RIGHT OF WAY
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SEE SHEET C-4.1 FOR CONTINUATION
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SEE SHEET C-4.3 FOR CONTINUATION
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1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
PROP. ROAD 4
40' PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
5+50 6+00 6+50 7+00 7+50 8+(
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4+00 4+50 5+00 5+50 6+00 6+50
PROP. ROAD 5
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
FAMIT MAPP%
I II, II
PROP. LOT BOUNDARY (TYPI —

m
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PROP. ROAD 5
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 30 MPH)
(DESIGN SPEED: 35 MPH)

A.D. = 0.38
K = 45.00
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'.B (TYP)
FYP)
23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
ROAD 5 STA. = 24+06.24
ROAD 7 STA. = 11+99.16 I
slIF __— S E
PROP. ROAD 5
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 30 MPH)
(DESIGN SPEED: 35 MPH)
w I0
I
I
FES-21
RIM:616.46
PROP. STORM DRAINAGE (TYP)
Imo \ ---
9
C
PROP. R/W
SUE SUE SUE
..
I m
� I �
I Io EX. R/W TO BE
ABANDONED
I a PROP. R/W O 2n
O
12.5AS350
m
/ 22' 05.5"W 133 Q O
18.61' o �O
o�
PROP. 5' SIDEWALK/UTILITY f
aoS/ EASEMENT (TYP)PPr)P PAN �� \ V
630
625
620
.1P
610

PROP. STORM
o00 11
DRAINAGE (TYP)
co
++ co J
)C)ow
625
,Q
620
8"
Cp
48"
RC
48"
RCP
0
(o
(o
rn
c0
a0
Oa
co
(o
(o
615
N
N
O
(o
M
M
EX. CENTERLINE
PROP.
CENTERLINE
?
�
— _
w
LL
w
co
M>
W
c
co
w
—
ELEVATION
lu)
ELEVATION
�
U
U
Z
Z
M
-__
m
g_=
10
ab
in _
610
(o
In
fl-
;�
c0
O
f—
M
O
14:
co
OR
co
f�
O
N
00
—
Lo
fl
O
00
N N
(o
O
O
Lo
O
M
(o
U)
f�
V)
00
V)
N
N
—
LO
f�
O
N
Lo
N
M
M
Lo
m
m
M
M
It
M
m
co
vi
M
V)
M
't
co
(o
co M
(o
co
co
co
Il
co
co
(o
co
O
N
(4
CO
00
N
Lo
M
(4
N
Lo
M
cc)
cc)
(o
(o
cc)
cc)
(o
(o
cc)
cc)
(o
(o o
(o
(c)
(c)
(o
(o
0
0
0
0
0
0
0+00
0+50
1+00
1+50
2+00
2+50 3+00
3+50
4+00
4+50
5+00
5+50
6+00
PROP. ROAD 6
40' PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
FOR CONTINUATION
U)
— —
—
/
o
00
m
N

LIT
�1
V
ULN
I tKLI
Nt
$"
CP
M
o
cu
(o
M
00Cl
O
M
M
coN
N
��
PROP.
STORM
—
T7
ao
Z
co
O
or)~
~
M
N
DRAINAGE
(TYP)
CO
CO
00
ui
4 N
;
;
N
M
Z_
—
—
O
Z
�
i
~
—
��
O
*
»
M
Z
PROP. CENTERLINE
U
c
ELEVATION
I�
N
O 0)
N
O Co
Lo co
fl- O
f-- Lo
� N
ti Cfl
NT I-
N CO
N
O
O
O
—
; O
ti
N fl
V� O
O CA
U� C4
O Cfl
— CO
Cn O
00 QO
O
O O
O CA
co 00
I,. r-�
r- co
� co
co co
co co
O ti
O 00
00 O
Il:
M
N co
N N
N N
N N
N N
N N
N N
N N
N N
N N
N co
N co
N
co
C4 co
co co
co C4
C4 C4
C4 C4
C4 CO
CO C4
co C4
C4 co
co CO
CO Cfl
Cfl C4
C4
2+50 3+00 3+50 4+00 4+50 5+00
PROP. ROAD 7
40' PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
5+50 6+00 6+50 7+00 7+50 8+00 8+50
PROP. R/W I I I I I I I I I I I I I I
PROP. 4' PLANTING STRIP (TYP) I I I I I I I I I I I I I I I I

620
615
610
11+50 12+00
NAY
SEE SHEET C-4.6 FOR CONTINUATION
uw C
I � m
� I ,INAC�F /TYM V
620
615
610
SYMBOL LEGEND
I■■■■■■■■■
1
1■I
11
IEEE
NOON■
NONE
���
"
mmomm■■■■■■E'
���■■������
0+00 0+50 1+00 1+50
PROP. ROAD 8
40' PUBLIC RIGHT -OF-'
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
Riw EXISTING RIGHT OF WAY
SUE PROP. SIDEWALK/UTILITY EASEMENT
- - PROP. BUILDING SETBACK
- - PROPERTY BOUNDARY
- - PROP. RIGHT OF WAY
- - PROP. LOT BOUNDARY
III I.
II �
SEE THIS SHEET FOR CONTINUATION
c
IU) I m-
PROP. STORM DRAINAGE (TYP)
162 I

43%
I■■1
I■■1
imommo--
loll
.
mm
imilmomm
im1lmimom
-No
ffivalom
im
'.Mmm
2+50
625
620
615
RIGHT OF WAY
EWALK/UTILITY EASEMENT
ILDING SETBACK
( BOUNDARY
lHT OF WAY
F BOUNDARY
625
620
615
":1(iDI
O
PROP.
CENTERLINE
GRADE
@
181,
CP
p„
C
30"
RC
3
" RC
:1,7
p'
CP
ri
PROP.
DRAINAGE
STORM
(TYP)
L
law��
al
IO
�
P)
0
C14
o
00
c-
(o
�
o
o
Z
—
Z
—
rn
N
(o
o
Z
2
(o
coLo
W
W
+
M
rnW—m
+
c j LL
j
EX.
CENTERLINE
V
W
M
PROP.
CENTERL
N
ELEVATION
ELEVATION
'
Z
Z
Q
c
i
-
(n
M
co
w
Q
co
(o
O
(o (o
O O0
co 00
N (q
m ti
;:t O
(n
m
N N
N m
O� ti
-
(q (o
L
M
(o ti
O fl
00
ti (o
(D m
:� OR
M
00 N
N M
co M
N M
m V)
N M
O (o
M M
O (o
co co
- (o
co co
N (O
co co
co In
co co
co L
co M
Lo
M M
(o
(o (o
(o (o
(o (o
(o (o
(o (o
(o (o
o 0
o 0
0 to
to (o
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+(
PROP. ROAD 10
SYMBOL LEGEND VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
Riw EXISTING RIGHT OF WAY I"=4o'HORIZONTAL
I" = 4' VERTICAL
SUE PROP. SIDEWALK/UTILITY EASEMENT (POSTED SPEED: 25 MPH)
(DESIGN SPEED: 30 MPH)
- - PROP. BUILDING SETBACK
- - PROPERTY BOUNDARY
- - PROP. RIGHT OF WAY
- - PROP. LOT BOUNDARY
PRO \IDEWALK/UTILITY
\ EASEMENT (TYP) /
3A
.31
F
8,587 sa.ft i
N,
EX. POND

O
24"
CP
4L
v
UMO
O
O cf
MCO
M .
O
Z O
C)
o
00O
O
M c
r- 4Z)
M M=
MO
N
—
.
M
O
O
co
co
(O
co
(O
It
fn
Fy
7
Z
Z
Q�M»
�
C)
+
(c) `n N
p =�ozz
p
rnco ww (n(n���
ozz
U) o
0) w oi-
r> »
—
N
O
ao
O--
+
cMo
w
CIN
CD
o�
Z
Z
O
Z
�
Z
Ucn
ao
Cil
co
w
ci
U
PROP. CENTERLINE
ELEVATION
00
lq�
IT
M
O
O O
In Olq�
IT O
M M
O O
N CO
CO
Lo �
M M
O O
In CO
N M
O O
M M
O O
00 O
O O
f�
M ;
O O
C4
O O
N
M �
O O
NT ��
f� Ou�
00 N
M �
O O
M
O
O M
M
O O
O
O
O
9+50 10+00 10+50 11+00 11+50
PROP. ROAD 10
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
I" = 40' HORIZONTAL
I" = 4' VERTICAL
(POSTED SPEED: 25 MPH
DESIGN SPEED: 30 MPH)
III III III
I I 207 I I 208 I I 209
O O O
J.ft I 7,155 sq.ft I I 7,155 sq.ft I I 7,155 sq.ft
I
PROP. 4' PLANTING STRIP (TYP)I
II I
III III
I I I I 211
210 O
7,155 sq.ft I I 7,300 sq.ft
II III
II. �
12+00 12+50 13+00 13+50
:CH
625
620
615
tf
213 /
13,236 sq.ft /
I I 7,867 sq.ft
I I �
PROP. LOT BOUNDARY\ P
(�)
CB-50B / \
I RIM: 639.35
CB-50A �— IF / \ , /

EX. GRADE
_
AT LOS
`
r
M
O
Il- 1;T
I� O
M N
O N
LO fl-
M a0
O O
— O
M 00
f�
In
a0 O
Ln
O a0
0 M
a0 (0
N a0
In O
O
fl
'IT
M
(O
O NT
co
(O (O
O NT
M M
(O (O
O M
M M
(O (O
(O N
M M
(O (0
ti NT
M M
(0 (0
O (O
M M
(0 (O
It �
co
(O (0
V) 00
M M
(0 (0
O a0
M M
(0 (O
�
M
(O
3+00 2+50 2+00 1+50 1+00 0+50 0+00
ROAD 5 - ROAD 1 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
k k k k k k t k k k
k k t k k k t k k k
k t k k k t k k k k
t k k k t k k k t k
t k k k t t k k k t k k
k k t k k k k k k k
k k t k k k k t k k k
k k k k k t t
t k k k t k k k k k k
I t k k k t k k k t k k
k t k t k t t k k k t k k k
k k t k t k k k k t t k
k k k k k k t t k k t k
I k k k k k k k t k k k
k k t k k k t k k k k
k k t k k k t k k k t k
k t k k k t k k k t k
t k k k t k k t k k
k k k t k
k k k k k k k t k k k
k t k k k k k k k t k
k t k k k k k k k t k k
t k k k t k k k t k k k
k k k t k k k t t k k k t
k k k k k t t k k k t
k k k k k t k k k k t k
t k k k t k k k k k k
t k k k t k k k t k k k
t k t k t k t t k k k t k k k t
k k t k t k k k k t t k
k k k k k k t t k k t k
t k k k k k k k t k k k
k k k t k k k t k k k k
k k t k k k t k k k t
k t k k k t k k k t k
k k t k
t k t k k t k k k t t k k
k k k k k k t k k k k
k t k k k t k k k k
t t k k k t k k
k k k t k k k
k k t k k k t t
k k k
t k
II
I
10
II-
I
II II
I I
� II
II I
120 I
I
I
I �
I
13
6,360 I
31 sq.ft I
6,3601sq.ft
I
6,36sq.ft
I
I,
sq.ft
II
II
�I
III
ROAD CENTERLINE (TYP.) I
0+50 1+00 1+50 2+00
PROP. SUBDIVISION
SIGNAGE (TYP)
SU __-- SUE SUE SUE SUE
630
625

�� ..
(TYP)
\
3.5'
\
(TYP)
—
\
EX. GRADE
AT LOS
(o
O
(o M
O In
M N
un N
N o)
N Il
o)
ti (o
OD
Qq f-
N
Ln ORV�
M -
QO
(D O
QO O
In O
O O
1�
ti N
ti
o) Co
co
M
In
M
Lo 1;T
M M
NT NT
M M
NT M
M M
M
M M
Ln
M
(o (o
M M
Ln I-
M M
NT co
M M
NT co
M M
M r�
M M
M
M M
NT
M
(o
(o (o
(o (o
(o (o
(o co
c0 (o
(o (o
(o (o
(o (o
(o (o
(o (o
(o (o
(o
2+00 1+50 1+00 0+50 0+00 0+50 1+00
ROAD 4 - ROAD 5 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 35 MPH
M — -- !�llfsi ollmll MIMI QiIf7
y
78
I 79
80 I
I
81
82
I
83
84
85
86
87
I
88
y., y yy y
i
8,245 sq.ft
6,360 sq.ft
6,360 sq.ft
I 6,360 sq.ft
6,360 sq.ft
I 6,360 sq.ft
6,360 sq.ft
6,360 sq.ft
6,360 sq.ft
6,360 sq.ft
6,360 sq.ft
I
ROAD CENTERLINE (TYP.)
—
SUE
SUE
JU[
SUE
SU
STE--SUE
SUE
S
E
S E
SUE
SUE
SU
U
SUE
SUE S
E'— y
LINE OF SIGHT
LINE OF SIGHT G' y
ROAD 5
y y
(VARIABLE WIDTH PUBLIC R/W)
SUE SUE SUE SU � UE o S 3nS 13�
0
0
O
— 3ns 3 s 3n ns y
TOP
m y+

1
EX. GRADE AT LOS
N 'T
T7
Lo It
M M
co co
M M
f� M
L
M M
co (4
(4 f—
O (O
L
M M
(4 co
O O
(O O
(O V)r�
M M
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O fl-
O —
L6�
M M
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('M
QO
U)�
M M
(O (O
O ao
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V)
M M
(O (4
Lo O
QO O
co (4
M M
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f�
fl QO
co Lo
M M
(4 (4
O
co O
M M
(O (4
LO
N O
O (4
M M
(4 (4
N N
O (4
M M
(4 (4
M
fl
O
M
(4
00 2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ROAD 2 - ROAD 1 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
r
I I I I I I I I I I
3 sq.ft 8,175 sq.ft
360 6 3 6 360 6 360 6 6,360
6,360s sq.ft 6,360 sq.ft I I 6,360 sq.ft3sq.ft I ,sq.ft 6,3601sq.ft ,sq.ft ,0 sq.ft ,sq.ft —
I I I II I II I II I � 1
;1 37 ROAD CENTERLINE (TYP.) 27
0 sq.ft I I 7,822 sq.ft
— 3n ins 3f1S 3f1S 3 S 3f1S Sins 3f1S 3f1 3fl 3f1S 3 S 3f1S 3f1S 3f1S 3f1S Sin
-�
m
5--�
I
■
v
ROAD 1
(VARIABLE WIDTH PUBLIC R/W)
w
co
m
co
m
—�
Q
�iii
��
102 Q1,

3.5'
-
(TYP)
EX. GRADE AT LOS
C:)
OR
— 00
LQ �
In 0)
M I;zt
Lo
"
0.) 0)
� �
04
M M
0') 00
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LQ r-�
m cq
OR LQ
C) CO
CO OR
cq
M
oc)
m
r--
m
— rl-
IT m
— (D
IT cf)
or) CO
cf) m
CO
m
0) CO
m m
0) In
m cf)
00 Lo
m m
00 Lo
m m
00
m
(D
(D (D
(D (D
(o (D
(D (o
(o (o
(o (o
(o (o
(o (o
(o (o
(o
2+00 1+50 1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ROAD 3 - ROAD 1 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
ps
635
m-H
I Ico
F
II
II
II
II
II
I
c:
l
6,360 sq.ft
6,360 sq.ftIII
6,360 sq.ft
6,360
sq.ft
6,360 sq.ft
0sq.ft
I 6,3600sq.ft
I 6,36(DOsq.ft
h,o
6,611 sq.ft
II
II
< -j
I
I
II
I
ROAD CENTERLINE (TYP.)
I
I
I
I
I
I I
c:
m
Nt
SUE
SUE
SU
3
E
SUE —
SUE —
SUE
S
i
SUE
SUE
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dol
SUE
SUE
SUE
. rFr
v
Lu
Col.
. . . . . . . . . . . .
3ns ;u �ins
31s
^ry703
LINE OF SIGHT @
a 010
ROAD 1
(VARIABLE WIDTH PUBLIC R/W)—
SU0— SUE — —
F—
n27
4�
I INE OF SIGHT
SUE SUE SL SUE ffUE SUE —
SUE
I I .

EX. GRADE
AT LOS
M
N
N d7
d7 N
M M
N f�
N I-
— d)
Lo 0)
M
(O
(O 00
M In
;� M
00
M 00
N
N O
O Lo
(q G�
0)
N
M
- 't
It M
- 't
It M
-: 't
It M
� Lr)
It M
(3) Lo
M M
O (4
It M
d7 (O
M M
d7 �
M M
d7 (O
M M
O
It
2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
ROAD 4 - ROAD 3 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
17 U I � I I 6,360 sq.ft I o,�ov sy.n l i
6,952 s .ft I I 6,363 sq.ft I I 16 I I I 6,360 sq.ft 6,360 sq.ft I I I I
I 6,360 sq.ft 6,360 sq.ft I I I I I I I I I
I q II II III II I II II
I I I ROAD CENTERLINE (TYP.) I I I I I I
J _ I —
I_ U SUE SUE SUE E
S E SUE SUE .�.:
I � i
II
SUE4 L SUE
ROAD 3
(40' PUBLIC R/W)
635
630
625

EX. GRADE AT LOS
O�
M M
M O�
(O O
M O
co O
M O
M
f— (O
00
f— N
7 QO
0) 0')
In G�
N f�
Lq G�
M f�
(O r-�
Lo 0)
O un
O M
f- un
L
M cM
(o
(p
(O
M
In fl-
M M
IT co
M M
IT co
M M
M M
It
M M
IT O
M M
M 0')
M N
Lo -
M M
LO IT
M M
Lo (O
M M
IT �
M M
IT 00
M M
M
M
(O
(O (O
(O (4
(4 (4
(4 (O
(O (O
(O (4
(4 (O
(O (O
(O (O
(O (O
(O (O
(O (4
(4
2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00
ROAD 6 - ROAD 5 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 35 MPH
I� �I� III �I� �I� I YYYYY yYYYYyYYYY
Y Y Y Y Y
Y
6,360 sq.ft 6,360 sq.ft 6,360 sq.ft 6 360 s 3 sq.ft
Y YYYY YY Y Y Y Y
sq.ft 6 q 0 4 Y Y
Y
I I I I I I I � I Y Y YYYYYy Y Y
ROAD CENTERLINE (TYP.) I I I Y Y Y YYYYY y
Y y
Y Y
S E S E SUE SUE SU U SUE SUE S E'SJJ SUE
SIGHT YY Y Y
ROAD 5
(VARIABLE WIDTH PUBLIC R/W)
1+50 2+00 2+50 3+00 3+50
93
94
95
96
I 97
5,160 sq.ft
II
I I
I 5,160 sq.ft
I
5,160 sq.ft
II
I
5,160 sq.ft
I
5,161 sq.ft
U
�
SU
JI
SUE
SUE LI
JI
SUE
J
SUE
:.sue
..ate
LINE OF SIGHT

AT LOS
(TYP)
�
m M
O Lo(o
LQ
Lo O
co
M (O
O co
N Qo
(4 Nt
m
N
r� m
m O
m O
m
m In
co O
0
co
00
N
OD I-
N N
O ti
N N
co O
N
ti
N
ti N
N m
QO N
N m
ui N
N m
(4 N
N ('`)
Nt O
N m
m O
N m
N
N m
N
N
O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
3+00 2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
ROAD 8 - ROAD 7 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
124Lu
co
6,760 sq.ft I I
151 I I I I 153 I I I 154 I 155 I I 61056sqI I I sqI I5,161059s5,160 q.fft f5f8f5,160 sq.ft 5,6q.f5,160 sqf
I� II II II II II II II I II
I
ROAD CENTERLINE (TYP.) I I 125
I
6,910 sq.ft I
SUE —
SUE SE S j SU SUE SUE SUE UE S E SUE SUE SUE SUE
-i--, •.,�.. '—' .��+. �. .
s
LINE OF SIGHT
0
0
nS S 311 3n 3nSt�_7ns7==!7t=-3r�s_
I
I I 5,479 sq.ft I
iP. 4' PLANTING STRIP (TYP.)
i i. I I I I- PRnP FnP (TYP 1 1
ROAD 7
LINE OF SIGHT
_ _ _ _ N
(40' PUBLIC R/W) oo I
� A
_ — ins ins ins ins
o� I
I 160
5,432 sq.ftom
I I

(TYP)
PROP. GRADE
AT LOS
—
3.5'
(TYP)
1
0') O
O
CO CO
In O�
fl- O
M O
O O
f_ O
fl- a0
CO NV�
a0 0)
(4
M
G�
f__ M
O
00
O M
0) N
O M
O M
f_ —
CO
M
N
M
04L6
M
N M
M
N M
M IT
N M
M IT
N M
M O
N M
N 0)
N N
M
N
M M-
N N
I-
N N
O f�
N N
0') CO
— N
co N
— N
M
(o
(o (o
(o
(o
2+50 2+00 1+50 1+00
ROAD CENTERLINE (TYP.)
SUE — SUE SUE
0
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
ROAD 7 - ROAD 5 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 35 MPH
SUE a
SUE SUE
SUE SUE SUE
SU
ROAD 5 _�— SUE — SUE SUE
—(VARIABLE WIDTH PUBLIC R/W)
3ns 3n8
CD
i
O
w
co 1.
I m
I
•1. I
A:
ins
_ 3ns
PROP. 4' PLANTING STRIP (TYP.

EX.
GRADE AT LOS
(O
�r
O
M
(O
In O
-� 91:
O
M M
(O (O
O O
O
Lo N
M M
(O (0
Lo O
O O
V) 'T
M M
(0 (0
co
M (0
V) O
M M
(0 O
NT
r-�
M m
O (O
Lo O
fl rG�
Lo t`
m M
(O (O
It O
N—
N O
M M
(O O
Lo M
(O
M f--
M M
O O
LO
OR O
N 00
M ('M
O (O
O co
N 00
N 00
M M
(O (0
N N
Il M
— 00
M M
(0 (0
O
N O
OD
M ('M
(0 O
co
7 (O
O ti
M M
(O (0
00
O
N
(0
3+00 2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
LINE OF SIGHT
ROAD 7 - ROAD 5 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 35 MPH
93 I 94 I 95 I 96 97 I I 98
5,160 sq.ft 5,160 sq.ft 5,160 sq.ft 5,160 6,273 sq.ft
sq.ft 5,161 sq.ft 5 1(9 ft I 99 I I
\
ROAD CENTERLINE (TYP.) � � J I I I I 8,195 sq.ft/ \
I � \
- SUE U SU SUE SUE
SUE SUE
SUE
~.ate. —• ; .. :s—:... :,- .� . UE // / 6,802 sq.ft \
ROAD 5 S
(VARIABLE WIDTH PUBLIC R/W)- - OF
5,195 sq.ft // \
f1S 5,161 sq.
3f1S 3f1S ft /// \

EX. GRADE AT LOS
o0
M —
00
d) O
M In
O N
N CO
Lq ll`-�
fl- fl-
N fl
N 00
—
0) C4
C4 In
Ln N
00 CO
Lo
Ln
Lo O
G� N
N CO
G� 00
N
00
M
Lo 00
M M
In 00
M M
Lo fl-
M M
Lo Lo
M M
Lo M
M M
M
M M
M O
M M
N
M M
(0 (o
M M
M M
�
M Lo
M M
CO
M M
Lo
M
2+50 2+00 1+50 1+00 0+50 0+00 0+50 1+00
ROAD 9 — ROAD 10 SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 30 MPH
m Mme WIN111
• •• 202 I 203 I I 7,155 sq.ft II I 7,155 sq.ft I II II I 205 II 206 I
20804 O
7,155 sq.ft 7,155 sq.ft I I 209
I
I7,155 sq.ft I I I 7,155 sq.ft I I I 7,155 sq.ft I 7,155 sq.ft I
7,1
ROAD CENTERLINE (TYP.) I I I I I I I I I I I I I I I I I I
• I I � I � � I I � � I
- SUE SUE SUE SUE
SUE
;1S N
PROP. 4' PLANTING STRIP (TYP.

i
EX. GRADE AT LOS
+00 5+50
5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0( z
O
Q
z_
z
O
U
ROAD 1 - AIRPORT ROAD SIGHT DISTANCE PROFILE ry
HORIZONTAL SCALE: 40 FEET PER INCH O
VERTICAL SCALE: 4 FEET PER INCH H
DESIGN SPEED: 60 MPH
N
U
w
w
Cn
w
ui
' RIW R/W R/W � R/W R/W R/W R/W R/ L j
� R� � RIW � z
J
/ (6o PUg�1G �—"lQ
R/W R/W R/W R/W
— RIW
co
/ RIW i
/ r
LINE OF SIGHT
/ / 1 _ ��
1
.001
�� 1 j I
NO
1.

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
ROAD 1 - AIRPORT ROAD SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 60 MPH
-- L
6+50 7+00
EXISTING GROUND - -
PROPOSED GROUND
LINE OF SIGHT - -

L
EX. GRADE AT LOS -
6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50
ROAD 5 - WEDDINGTON ROAD SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 60 MPH
M21
/2J � Mx----x----x----x----x-
M/2] � MM -� MM
:AA2] Al f,
MA/
LINE OF SIGHT
2+00
1+50 1+00 0+50 0+100
MRJ
wEppINGT00 RO
' C RIWi
E jW
100PpBI"
• �FuTUR � .

-
EX. GRADE AT LOS
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
ROAD 5 - WEDDINGTON ROAD SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 60 MPH
5+00 5+50
6+00 6+50
EXISTING GROUND -
PROPOSED GROUND
LINE OF SIGHT -
3.5'
(TYl P)
J
7+00
x_
x----
M23---x—
�-M/�F x----—x----x----x---- x---- AM8 MAJ MRi
1F/� - M2� x----x----x----x----x----x----x----x--- '"� MR� MRi MRi
M/�I AA/8AA/8MMl MRi
W : Ll
�(FUTURE 10 TON ROgD
I _ ►'UBLIC Rn� t�

EX. GRADE AT LOS
Mai =11mIII Il QIII IIIiYI Ij,' III;
ROAD 9 - WEDDINGTON ROAD SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 60 MPH
= AA/a L
AQ1 1�C1L�Ix� M21 AAPd
— -®x — M/�I— — L
LINE OF SIGHT L
— — — — — WEDDINGTON ROAD
(FUTURE 100' PUBLIC R/W) L
' o —
co �co —
0

EX. GRADE
AT LOS
\
\
\
3.5'
\
(TYP)
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
EXISTING GROUND
PROPOSED GROUND
LINE OF SIGHT
ROAD 9 - WEDDINGTON ROAD SIGHT DISTANCE PROFILE
HORIZONTAL SCALE: 40 FEET PER INCH
VERTICAL SCALE: 4 FEET PER INCH
DESIGN SPEED: 60 MPH
6+50 7+00
M/H M/�I I \
----x---- M/2� \
x
x----x----x--M/2j AA/6 — M/2i j \\
x----
— — — —x — — — —x — — — —� — M/2J AA/8M21 AA/6 — AMA M/a M/2i 0 \
x----x---- /�I AMJ �— M/21 M/8
x----x-----
EDDINGTON ROAD x
--x----x----x---
(FUTURE 100' PUBLIC R/W) — — — — — _ -
- LINE OF SIGHT - - - -
F.A

E::;�

I
38 39 111
40
�86 sq.ft I I 7,667 sq.ft I I 7,742 sq.ft
I
I37 33 J I37 94
I 638 638
637
63S 36 631 A'3 636 43 636
\ 637
\ \ MIN. FFE
� 637.63
\ \ 6,360 sq.ft
637 66 6 2A
�[ 63
1� \ MIN. FFE
\ 42 1637.92 \
6,360 sq.ft \
63826 6366A_ 637 A2 1 \
/ MIN. FFE`
43638.321
sus I I 6,360 sq.ft %
�63g66 63g pA�r637 g2 - I
MIN. FFE
638.73
I W I 44
° I 6,360 sq.ft I °
�63g 05 �63g 43 69g.23 - J
MIN. FFE
45 639.14 I �
6,360 sq.ft
639 39g3�63864
n � MIN. FFE a
I o 639.55
46
�L 6,360 sq.ft
T639 g5 64� 23�639 p5
o MIN. FFE
639.96
6,360 sq.ft °
�640 25 6A0 63 r63g 46 m
rn
MIN. FFE m
640.37
I 48
6,360 sq.ft a
�,64065 6A102 6396i
641
\ MIN. FFE �
641.24 0
( 49
6,360 sq.ft
4 6A131 ( `D
/e641 � 6Ai ��6A°?4 �/_64p 3A _
- � 6A1 p2 64138 °vim
I �
I I I I II
c
r
qft I I 25 III 24 I
III 8,448 sq.ft I II I 8,609 sq.ft
AI
63683.I 14.I.1M
631
651
� •p6
63a'
d 62\ III � 63 \ I 111 64 I I 65 I I 66
7,533 sq.ft \ I I 7,812 sq.ft 8,009 sq.ft I 8,206 sq.ft 8,297 sq.ft
I � �
637 2?- g4
I /
63 635 635 5�
637 \ ��
352 636- 1 a36 11 637 l 6g-ll
MIN. FFE" , Y
637.39 I I`
+\ \ 6,360 sq.ft \
MIN. FFE \
637.80 I
60 \
6,360 sq.ft
JI\ W
63130
MIN. FFE \
638.20 \
6,360 sq.ft
636.39 I 636
636 _ 636g6 636 Ai
\ \ \636.58 \ _ _ / MIN. FFE
\ ° 638.03
\ V I 6,360 sq.ft
,35 \ \ 6361, , A4
1\ \
36 p5 \ �
30� I 45
`_MIN. FFE
638.61
6,360 sq.ft I I M
J 63g 1
1 MIN. FFE 1 /
639.02
57 I
II
\ 6,360 sq.ft
\ �D
MIN. FFE
rmi 639.43 \
\ 6,360 sq.ft ` I
63a 9
MIN FFE\-� \
639.84 \
\ \ 5511
\ \ 6,360 sq.ft \ \
MIN. FFE
0 640.25
6,360 sq.ft I 0
FFE I
-MIN.
640.66
•I38'(i
6,360 sq.ft I
�
I I I
I I
°
6Ap 17
g6
MIN. FFE
\
0
641.06
m
6,360 sq.ft
\ \
639Ai
_
6A0y6
o
�
MIN. FFE
641.47
51
I 0
I
rn
6,360 sq.ft
63g
64p 98
milm
MIN. FFE_
638.50
68
s3s
I\
6,360 sq.ft
636 68 631 92
a
\
MIN. FFE_
638.98
6,360 sq.ft
.63i 17 63a 42 �
\ \
MIN. FFE_
639.10
70
6,360 sq.ft
637 2y
_
\ MIN. FFE
639.12
\�71
6,360 sq.ft
\ MIN. FFE_
w w \ 638.59
o cn I 72
w 6,360 sq.ft \
63631 637 56
630
�I
63j02
1A
96A1`Y'
II I
635�68jI
13i
A91) M
6323�633
I r I
MIN. FFE w I e
O \ w \ 90 634.21/ w 16 \ \
5,160sgft A 56 c \ \
k.
! rwa I I w I I \ \ \ � 631_
I I I 1 \ \ 531 632.95 -
I \ I \ \ \ MIN. FFE
I I 1 ."f`•Y",` \ \ \ \ w N `mow'' \ s9 J 6�.57
o \ \ \
1 I I �• �" \ �� 5,161 sq.ft _ J Fr .` 63p g3\ \ 631
I
I I TW: 627.00 630 �o I
I I I BW: 626.50 \ \ s3o 143
I I MIN. FFE
\ TW: 633.00 \ N 631.34 sq.
I\ \ \ BW: 626.20 \ \ \ i 6z9. °. - -
\ \ 630
632 I TW: 633.00
i6 6g 635 6 6° 63 5g.BW: 626.00 \ J \
. sa
36 3 6 5_
MIN. FFE 39 TW: 630.00
Y` BW_ 625.50 . ro 639.05 PROP. SEGMENTAL OR s a
° 77 y. ; CAST -IN -PLACE RETAINING WALL
6,360 sq.ft \ \ \ WITH HANDRAIL TO BE F
y` STRUCTURALLY DESIGNED AND N
15
63654 6g129 TW: 626.00 -..4• SIGNED/SEALED BY LICENSED
BW: 625.00 " STRUCTURAL PROFESSIONAL y
MIN. FFE rn M m _ \ 6262
639.05 ENGINEER. \ _ -
• �. I
YN`
- ^6,360 sq.ft
1 O 6'29 6
63i61 g40 15 ` 1 I� U"•',WETLANDS;:.,- • I
63 637. I MIN. FFE
_ w `• (TYP.) " I ` 630.14
7SF MIN. FFE``•V.`
638.90 I I �o I I ��••` A- 180
r> ` s2 2g6A MIN. FFE
.`•" \ s ti� 6- 5,160 sq.ft 629.52
6,403 sq.ft' I I Q % . .`1 . \ (0/
y36A6- g3 4 I %.• •%.,i \ \ rn 62639 s"'O
- 179
62902
MIN. FFE 9 5,160 S .ft /
/Q
638.43 6 11 \ s 62j i /
74 / m 6w °� wo %,`� V "•"` \ \ \ 24 6 i 7 s\ 1
2
s3 7,525 sq.ft J 638A3 I .�• ,` \ 62� s�B 5,161
o I � s
�63y 62 6g7 62 636 29 I I ``"••`" 26 \ 62i 56
FFE 622
I
635' �6 \ 638.12
6,792 sq.ft \ \ •' Y \ \ \ \
I I I I II ` \ 625 635 \ 635 12 638 636 52
I I ' �� \ \ � �\ 635 6 I'1 \ ` \ I I • .�.` " / � \ � - � 2S
634.37
630 I 1 I I rn \ `• 111 \ '
I I S TW: 625.00 .�". ��� 3� s28 625 3as
IBW: 624.50
626.00
BW: 624.00 •`� : 30 60 632 wry^V•`\,yY \ �\ 620 ,
\ PROP. SEGMENTAL OR ` V \ s O 630 62� 7 6 I I I 1 I •` `��cfI J - \
CAST -IN -PLACE RETAINING WALL ` 61
I WITH HANDRAIL TO BE •••` �.` ` L
STRUCTURALLY DESIGNED AND ` .` TW: 625.00 62i
1 SIGNED/SEALED BY LICENSED . BW: 624.50 _ 61 I I I • �.•t ,% ���
I STRUCTURAL PROFESSIONAL' • \� \ ( I I Y`I� n /
ENGINEER.,* _ " EX." " •�\\� 613 I , Y".%`1}� ` /
\ ` s2 \'\• WETLANDS TW: 62600
"," •\\� t ` I I
\ \ \ \ \ \ \ \ BW: 625.00 (TYP.) \ll �\ ��
\\ \ \ \ \ \ •�,� : PROP SEGMENTAL OR
CAST -IN -PLACE RETAINING WALL
WITH HANDRAIL TO BE
\ \ \ I 1 I STRUCTURALLY DESIGNED AND
SIGNED/SEALED BY LICENSED /171
\

\ 2 �l� 05 oo Sao MIN. rrt q / o e 70 / \ I m
633 63 `. ° 5,160 sq.ft I o sz7 0. �/
6 M 63 629.60 ^ '
632 631 N.: �001 \ 29 629 OIO J MIN. FFE 5,160 sq.ft / 115
MIN. FFE 0 62g O // 629.17 O
633.25 2 637 06R 628 0�� 629 MIN. FFF 5,160 sq.ft ^ 1121
628.74632.83 6370 �\ 6628 r11' \ f MIN. FFE 5,160 sq.ft 117 O632.39 63p 10 / ,��°' 628 MIN. FFE / 5160 sq.ft 118 /142 MIN. FFE 37 o b^ 6627.85yMIN. FFE 5,160 s ft 1195,160 sq.ft 141 q //O 627.45 \MIN. FFE 5,160 s 120 \5,160 sq.ft 140 MIN. FFE o oti o A h 627.02qAAAMIN. FFE60 sq.ft5,160 sq.ft 630.67,S 26 626 6ryh N5,160 sq. 138 MIN. FFE "iL Ov.80
632 O / b 630.25 628 6' 625 O`LR 626 \
MIN. FFE 62g o`L ^ \ 625.48 \ \ \
3^ 632 63 oo^" / 5,160 sq. 137 / 62� 0 6 s2s \ \ \ \ \ L ^°b \ / / 629.81 MIN. FFE 628 :. .. 6ti6� \ \26 ...: 0`L 626 62^.22 626 625.59` \ \ I
s31 /o° \ ✓ oo ` 5,160 sq. 136 / / A / a 625.33
0 637^_ /60 / 629.38 62 - 6\ 2�y ». `Lh�
5,160 sq.ft 135 MIN. FFE 8 O
/5,160 sq
.f� / 134 ^
l� f• q°j' 628.95
630 0`L 631 �C' y O / / / 628.52 628 626 �i�w'
/�yes95,160 sq.ft 133 t \ MI62809 6z7 n 6ryb o^
/ 0 62s \
- /\ /otio / /5,160 sq. 132 / Y /MIN. FFE 627 626 S' 6LR" 625
0 0 627.66 25 `.•� O`l' \ \ \ \ \
/ _ oo i tio / 5,160 sq .ft 131 / MIN. FFE
ft / 144 / _ / l "otig \ & o ��6` // bo / / 627.23 62s 625 V ^ ek '
\ �b 635 _ `LOB / /�\ y�0 5,160 sq. 130 MIN. FFE• O`L 6`L 625.59
5,152 sq.ft 145 / \ / \ oti o oti 129
626.81 �ryh oti \ 625.99 1 ILL
/ / \ o / e tio 5,160 sq.ft 129 MIN. FFE 1
\ ' `b°- off' \ 6 O 626.94 626 625.59
MIN. FFE 5,160 sq. 146 0 63p e o \ \ 1
/ \ \ , o°% a /5,160 sq. / 128 625.52 \ \ \ -
630.75 / / 5,160 s 147 \ \ _ \ os o sag 0° ^� h° / ° _ 121 MIN.
01\ MIN. FFE / q' 631 01� 63p l�0- 0ti /ko
5 160 sq.ft 127 /oti R -O626.s6o 630.09 1 // 5,160s {� 148 \ o0 0 3` , FFE '1 q'3 RO / Oa \ / / 5,160 s f� 126 \ 5,866 sq.ft
629 ^ 63p p/ 629.47 \ / � � /, \i . 00- 63p / 6`L o ^ q� /
629 f MIN. FFE / 5,160 s f� 149 / o �\ 6 �\ rn o o
o� / q / I 1 2s a� � �� otio" 5,160 sq.
tit- s2s ( 629.69 \ 5,160 s {{{{��{� 150 o o° •- _/ _ R.
° 628 Rti MIN. FFE / q'yj O
628 �'l s 630.12 // 5,160 s {{ 151 \ �o`LO 629 o� L / RR / O MIN. FFE 1 1\ \ \
0 6 29 O MIN. FFE / q'j' / 1
` 28 �� sap 630.55 5,160 sq..
152
MIN. FFE / / / O N
o ti �6,212 sq.ft l \ I 1
630.98 MIN. FFE / 5,160 sq.f� 153 / / o s28 RR 627 goo /�
/ 1" ti
631.27 5,160 s f� 154 % / / o� �o o
R 63p g MIN. FFE q'
/ 630 62g 6 6�� `` 5 • 628 629 60. 6 631 631.27 N. FFE '/ \ ,\O MIN.
/ 5,160 sq. / 155 �-�
5,160 s 156 �� o ( O
I-
MIN. FFE 629 II '6ry1 O� 637 630.98 / \ ti6 06 123 626.57 h
q'j_ O / / \/ 6`l�� \
62s L O 630.37 6 486 sq.ft
\ 1\
MIN. FFE / 5,160 sq. 157 / / \ � q.
629.76 MIN. FFE
/ 1 MIN. FFE o`I' 629 ye'630 5,160 158
/ / 629.64 p 629 .. FOR 62g o 629 06 q'%` /{{
629 g0 0� 29 0 629.15 MIN. FFE / y. /. R \ R I I I
180 5,160 s \
630.07 630 0�- 628 `L 62g A \ MIN. FFE
/b MIN. FFE - ^ 2 ti�J 28 c� MIN. FFE 5,160 sq. oti 6 ti \ 124 626.16 \ 5,160 sq.ft 179 ` o s o^ 6 628.55 / O
O / 630.51 6 �. 6 E o
ti° ti 5,160 s 178 / - MIN. FFE 637 30 6� . �6. 628 627.94 / 6 0 \�,760 S ft / 0 ti q / O6 627 / b MIN. FFE q \ c• I 1
=30.93 MIN. FFE 637 63p C`LO O\ 62� / �6�6° 627 �627.33\�
00 631.25 MIN
62. FFE 63D 0`L� 626 �gb 627 \ ;5h`I' C W / co
\ J"o,sq. 176
szs O^ h5160
11 9 / 63L25 62g 26 1�b�; MIN. FFE m '� / I I
627 otio \ oti- �05,160 sq.ft / 175
6 oti 625 125 \ \ 625.7\7
5,16174� � Sq ft
o�
I I I11 aN
- 5,160 sq.ft 173
m / ob / I 170 MIN. FFE 6
/h5,160 sq.ft 172 / otie / �h° 628.os N p
0 s171 5,479 sq.ft
5,16q.ft O
0 � �
F'
5,436 sq.ft yo a N orb
637/ / 0�0 O I MIN. FFE 625
^ ° MIN. FFE ate. -
\� - 622 628 30 ti� l ti 169
\ �/y 630 628.66 v rn O� 628.32 160 e 624
\\ _ / - \ 6zs s oti 63p ^� 0 0�°� 5,168 sq.ft �432 sq.ft \ 2q N
\ - / �' 1 / �/If
I 2s s2g O10
•
620 1A MIN. FFE628.88 1 63 \ I /
A 168 629.27 N oyo�� \ 161 1 �a� M° p N 627
/ �� ✓ I a� SOF 0=5,639 sq.ft oti hti 5,217 sq.ft
e
MIN.
MIN. FFE 00 \ 629.34 / M o /
625
167
1/ \ \ - o^�
626.83 7,024 sq.ft \ o� 5,726 sq.ft
\
\ \ y y . �l . �• � � / \ �\ \ \ \ 6r2 o N \ `° I � 0� / / / � 612 613 �
9
MI629.82
MIN. FFE
629.61 163 I off^ /
O \
8,900 sq.ft
9,732 sq.ft
MIN^FFE MIN. FFE \ '.^ // /

ct
/
- 615 vy
✓//� / r'-','��/ 'yam:: y:: y ,S•:`y �`jll� l/� \\ \� \ � -,�� \ /.
620
/ 5
62 U
I I / s \
I -
lb
(
Lu
otia 12,012 sq.ft � I / / 198 630 s 6°0'� _ - 1
106 sq.ft
MIN. FFE
630.39 I
•ss �\ J / I ( o I l \° s2g / O '\630.67FE 3 _ \ - \627
6 -
\Off` IN
6`y0 � s
I196 MIN/FFE 2y/O°p 62g 30 / 199/
\ \ ^ ( 13,207 sq.ft 630.10 oti ti 8,587 sq.ft
/MIN FFE
631.78IN \ \ \ \\ -630 - -
II - -
11 632
(,616sq.ft//
M
7,151 sq.ft \ 634 635
f /R4' 6 MIN. FFE N°' - �1. tip � 3 M \ \ 633.33
0 0 p. MIN. FFE / / - I co 633.16 635 s
f 630.12 rn� m� b O1p \ 632.61 / MIN. FFE \ 632.98 633.15
PROP. SEGMENTAL OR I I / ( ( \ o I oti ' l \ s35 635 63
CAST -IN -PLACE RETAINING WALL / I l s �` " ptio\ s2s �+gs3o s37 s32 �� 633.54 \ \
/ � ( 195 3 3
WITH HANDRAIL TO BE I o 633 by 636 " 65 �O _ 635'
209 Sq.ft 9
STRUCTURALLY DESIGNED AND / 1 , MIN. FFE 632.50
00 2 p^
I 63 O\ 0
/ 1 SIGNED/SEALED BY LICENSED I ( N N� \ \ 630.84628.59 63g °� 632.30 s 6pb 5 636
/ J STRUCTURAL PROFESSIONAL 4.
FE
ENGINEER. / / \ \ MI63F50 63 6�0�3 Will
D 05� ppp� 634 .. 637
° ? a3 \ h^ 637.46FE
194 63 °o UBLIC R/W6 °�
REFEROPP. WET TO PONDI#4 / / s \ 6L \ 2 g37 O 637.D6FE /
/ / / o ( c'� scP \ \ 8,753 sq.ft \ \ MIN. FFE 631 `' •.: 6, .. ..... .. 0. " 635
MO q y \ 632.05 632 633 636.29FJ I /
/ ) ^ 62\ / / 627 a °�O \ \ \ \ \ /\ 193 \ \ MIN. FFE 633 632 632 633 634 /
632.56 MIN. FFE 184
MIN. FFE r
\7,798 s1 .. 'O MIN. FFE 635.50
/� \ \ 633.24 I MIN. FFE 634.71 �I I I 185 17,166 sq.ft
\
186
TW. 628.00 192 \
� ° � � � v V � � � � � _ � � � 7,355 sq.ft °
BW. 621.50 ^° 7,428 sq.ft \ \ \ \
iY
TW: 622.00 s2 \ �o. 631 v V A 187 7,418 sq, �h
BW: 621.50 7 ° o \ \ 191 \ \ \ I O I 6 -
/ !/� �_• / / TW: 627.00 s74 ss s3o°h \ \ �� 7,203 sq.ft \ 190 189 I 188 \ 7,336 sq.ft
BW: 621.50 0 o s 17,186 sq.ft 637
� -• � / m � �, o � � / s77 � 62� � s3� 32 ^ \ \ 8,023 sq.ft _ I 7,155 sq.ft I I gyp° � 636 I
639 _
/ / a 610 p3 /
_ 0 6
\ SDE SDE 614 /
-T- 615
621 �05 : TW: 625.00 N 62g ono\ 632 60^0° 633 \ °ov�L° \ saQ \ 6 s3S \ \
BW:621.50 s31 s32 R/W
'w
\ 1 I Din ( R/W �-Pjw
-
� .. ww
...........
:
:.........
L WEDDINGTON ROAD-
- - - - NCHWY84

0
Sao
ILL
r 7"'
I \ \ \ �"'�. 642 sq 6p1 \ \
\\ N OHO^7 630 600�0 631 p"6`50b
O 633 U I 1
4 — — 634 634 M
M 63 cz
637
634 6� Ob Oti pp O`o0 640-
1 635 (
635 1 6`5b 635 `OO C'`5y— `° �O"�`O ` `°M p639 00 p 641
_ ti
! I \ \ I \ I 1 1 1 I o W W° O202 I I O203 I O204 I \ II I I I 13,236 sq7 .ft7s
\ 1-17,867sq.ft 643
208 210 O205 O \ O MIN. FFE\20O6 7,155 sq.ft 7,300 sq.ft MIN FFE 6azs1 ft
7,155 sq.ft 7,155 sq.ft 7,155 sq.ft7,155 sq.ft 7,155 sq.ft 7,155 sq
7,155 sq.ft, 7,155 sq.ft / ✓//J(/'
\
42 �J
MIN. FFE ` MIN. FFE I MIN. FFE MIN. FFE \ MIN. FE MIN. FFE MIN. FFE 639.18MIN. FE I MIN. FFE
636.17 635.64 \ I 635.11 635.66 636.54 I 637.42 I \638.30 I 6 60.005 641.07 I^ 640 . 47 �ppb ( 214 /)
— 635 636 637 O 638 0 639 O p 0^ 13,121 sq.ft 1 6 5
636 635 O
ph `L O b� 636 h- 637 M�O`
635 M 634 g`L' 634 00,. 60p 635 0`5 635 0`5 636 0 637 O , 638 p �60 I
p� c 634 to 0 633 0 634 pg
. .. .`•. 1 0� M. FE / i / /NIA
\ 6g9 1 63R 635 \ \ . 6p6 .. 631 636 — 63 — I `Obp' 64285
.
\ �NAIIDTEi — —T 63868
633 ,PUBLIC R/W p ` b� ^b
�O 633 633 635 636 637 n 638 �+ 639 O� p� rb/MIN. FFE
642.85
636
635 4®p 635 634 635 635 636 637 636 638 637 638 639 639 640 640 641 64r�' 0`Sp `Ob
MIN. FFE MIN. FFE. MIN. FFE MIN. FFE MIN. FFE MIN. FFE 'MIN. FFE MIN. FFE MIN. FFE
636.05 \ 635.66 636.54 637.42 638.30 639.18 64D.D5 641.07 6421 636.51 I J I I I I I I MIN. FFE 12,371 sq.ft
\ I \ \ \ 641.97
G / a
I \ 642.39
� �
\ I U \ I 224 223 1222 221 220 219 218 I \ / / Q� �Gj /
\ 181
I60 \ \ ��7,155
sq.ft 7,300 sq.ft
9,654 sq.ft 8,100 sq.ft 155 sq.ft 7j15Oq 7,155 sq.ft 150.
8,530 sq.ft ftI I I I 1O \ 7,867
sq.ft
6" 6a p_N6 640 / /
639 I0D`
637 638 I b� 11,611 sq.ft
\ 0 \ O 636 �. O 0^ h 638 O 6
\ � � 5 by 639 `30 640 ^.
per \ pyh p3h� 636 OOy. 637 OOp p01' 00 \ \\ \� I Ib�— / Rh / / / / / l ✓ /
0 — + 635 — / 635 � \ \ \ pn' 6� ) g • g / / / � 1 /
637 635 \ / l \ \ 1 f yob 642 - / / 6R3
g45
v 6'R/W ow
33 F.fin n / —
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WEDDINGTON ROAD
NC HWY 84 —' < -

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38 I 39 40
1_86 sq.ft I I 7,667 sq.ft I I 7,742 sq.ft h
c
m
m
41
6,360 sq.ft
42 I m
6,360 sq.ft
I 43 I m
6,360 sq.ft
I I u
I I I 44 cn
c
_ 6,360 sq.ft
45 I c
6,360 sq.ft
46 c0
6,360 sq.ft m
I 47
6,360 sq.ft c
I 48
6,360 sq.ft
m;
I I i f III
49
6,360 sq.ft
CB-12C
: 638.93
;B-12B) I I Ic")
m
qft I I 25 III 24 I
8,448 sq.ft I 8,609 sq.ft
mI30"
INV. OUT: 625.54 (CB-7)
I 38.54 LF OF 42" RCP @ 1.00%
I
62 63
64 CB-5A
I I
J
7,533 sq.ft I I 7,812 sq.ft
8,009 sq.ft I RIM: 633.68
q ft
42" INV. IN: 621.46 (CB-6)
I
42" INV. OUT: 621.46 (CB-5)
J
m
42.02 LF OF 42" RCP @ 1.00%
113.19 LF OF 30" RCP @ 1.00%_ - -
'
I
DCB-9
W
RIM-634.88 67
{
6,360 sq.ft I
18" INV. IN: 629.28 (DCB-9A) 6,360 sq.ft
J
24" INV. IN: 627.17 (CB-10)
II
_
30" INV. OUT: 626.67 (CB-8)
�
60
24.00 LF OF 18" RCP @ 1.00%
p
J
�
68
Q m
�
6,3 sq.ft
6360 sq.ft
,
PROP. 8" SS CROSSING q
O p
a
- -
BOT 18" RCP: 629.19
TOP OF 8" SS: 625.29
I I
l
f,
59
DCB-9A 69
j
I c/) 1'
6,360
RIM:634.88
18" INV. OUT: 629.52 (DCB-9) 6,360 sq.ft
m
F24.00
199.97 LF OF 24" RCP @ 1.00%
LF OF 15" RCP @ 1.00%
58
CB-10 70
7.
can
0 sq.ft
RIM: 636.34 6,360 sq.ft
24" INV. IN: 629.17 (CB-11A)
- -
15" INV. IN: 630.97 CB-10A
24" INV. OUT: 629.17 (DCB-9)
57
PROP. 8" SS CROSSING 71
O
6, sq.ft I
BOT 15" RCP: 630.90
6,360 sq.ft
�
J
TOP OF 8" SS: 626.81
- -
'A.
cm'
r
CB-10A - -
u
m
I
RIM:636.34
I
15" INV. OUT: 631.21 (CB-10)
I
56 I
i 72
6,360 sq.ft
211.03 LF OF 24" RCP @ 1.00%
;
6,360 sq.ft
C0
- -
CB-11 B
I r
r
RIM:637.96 - -
c
c
I
15" INV. OUT: 632.54 (CB-11A)
I
m
CB-2A
6,360 s
RIM: 635.77
I.
J
48" INV. IN: 617.68 (CB-3)
J
48" INV. OUT: 617.68 (CB-2)
24.00 LF OF 15" RCP @ 1.00%
c
PROP. 8" SS CROSSING
1360 s
BOT 24" RCP: 632.23
�.
TOP OF 8" SS: 628.99
1. 0
i
0
n
9
48" INV. OUT: 620.30 (CB-3)�
U
°
24.00 LF OF 42" RCP @ 1.00 /0 1
5,160�q.ft
I
J
m PROP. 8" SS CROSSING
r
TOP 42" RCP: 624.79
1
I
w
BOT OF 8" SS: 626.88 "
90
CB-5
1
I 5,160 sq.ft�
RIM:634.12 •-
(n
42" INV. IN: 621.04 (CB-5A)
c
42" INV. OUT: 621.04 (CB-4)
.
89
I
219.84 LF OF 48" RCP @ 0.61 %Y.`V•
5,161 sq.ft
J ,
CB-3A
_
RIM: 636.14
15" INV. OUT: 631.10 (CB-3)
co PROP. 8" SS CROSSING
BOT 15" RCP: 630.79
TOP OF 8" SS: 629.12
.
24.00 LF OF 15" RCP @ 1.00%
RIM: 636.14
48" INV. IN: 618.95 (CB-4)
` •••"
c
15" INV. IN: 630.86 (CB-3A)
48" INV. OUT: 618.95 (CB-2A)
77
0
6,360 sq.ft
on
I
EX. WETLANDS TO
U
REMAIN (TYP.)
v
I 6,360 sq.ft I
`
N
75
W
U)
c
- -
100.54 LF OF 48 RCP @ 0.57 /°
�Il
CB-11A
cl)
c
53 I
RIM:637.96
24" INV. IN: 631.28
6,360 sq.ft
(CB-11)
15" INV. IN: 632.30 (CB-11B)
24" INV. OUT: 631.28 (CB-10)
"
I
a)
52 I
198.40 LF OF 24" RCP @ 0.75%
•.,`
CB-2
RIM: 634.42
m
6
48" INV. IN: 617.10 (CB-2A)
I
CB-11
48" INV. OUT: 617.10 (FES-1)
-
RIM: 639.50
.. . ..• ..• . .. • - .
I
24" INV. IN: 632.77 (CB-12)
. .
92.28 LF OF 48" RCP @ 0.60%"
I
24" INV. OUT: 632.77 (CB-11A)cl)
Y Y V ` • • ,'
51
39.43 LF OF 24" RCP @ 0.75%
.` `"
Y ` "` V `FES-1Y"
c
6,360 sq.
48" INV. OUT. 616.55
m
J
CB-12
-
RIM: 640.33
L 6,403 sq.ft I 1 J
74 \ 1
- 7,525 sq.ft
\ 73 1 1
O I6,792 sq.ft 1
cn - -
Its m 1
JOS
�s s/13s
1 N
N
NQ \ \
m I
NO \ \
N \ \
om PROP. WET POND 1 1 \
\ (REFER TO C-6.12 FOR `
N CONTINUATION) N
I} m
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C
U) U)
C
m
143
N 4,951 sq�
/
180 j \C
! 5,160 sq.ft
179 /
/ 5,160 sq.ft
\ � 5,161
i

En �\`u p � + �; Utz J ' / 60 sq.ft // 11 14) / / ........ \ PROP. 8" SS CROSSING
51 �
/ 5,160 sq.ft / 115 / / / \ \ BOT 15" RCP: 619.24
ly \
ns VARIgg�E �/ qp 5 s� 1 5,160 sq. / 116 // / ^ \ .OP OF 8" SS: 614.45
/ / / / 160 sq.ft / / 117 / // / / \
ns `� . ... TH P�eC /C ;�, , � s� i l RIM: 624.20
/ 142 / R/W E 5,160 sq.ft / 118 / / '
� � � - ---_j 5,160 sq.ft / / 119 / // 30" INV. IN: 618.53 (CB-27B)
5,160 sq.ft 141 / / 172.00 LF OF 24" RCP @ 1.00% En E / 15" INV. IN: 619.26 CB-27A
5,160 sq.ft 120 30" INV. OUT: 618.53 CB-26
/ 5,160 sq.ft / 140 / / / / // \ / / O ( )
�"` 215 p� ss SU
J / / 5,160 sq.ft 139 / EnS ,� �FOF3 p RC� / / / 5,160 ft PROP. 8" SS CROSSING
/ / 138 / / / SUE BOT 15" RCP: 619.63
\ /5,160 sq. CB-28 E `�. \ @ 1 Op/ 4s TOP OF 8" SS: 613.52
RIM:627.52 ss
/ �137 � / 5,160 sq. / En ; ., 51.5@ .
24" INV. IN: 622.08 CB-28B .; ss E 61 LF OF 1" RCP 100%5,160 y
q " I INV. IN: 622.08 (CB-28A) / EnS 13g.5?`F�F3p ss SU CB-IM?624.99
\ /\/ \ 30" INV. OUT: 622.08 (CB-27B)
DCB-36A 5,160 sq. 134 / / / / / \ n @ 1.pp� ss_ SUE 15" INV. OUT: 620.07 (CB-26) 1
\ / RIM:627.02 ss
•
5,160 sq.ft 133 /
/ \ 15" INV. IN: 622.34 (CB-36B) CB-27B En 134 621E ss S CB-26
18" INV. OUT: 622.09 (DCB-36) \ / / / /5,160 sq. 13 RIM: 625.37 / / , \ EnS ' , - OF3p. RCS RIM: 625.25 c�>
ft 24.00 LF OF 18" RCP @ 1.00% / - ° / 5,160 30 INV. IN: 619.93 (CB-28) @ 1 Opo \ S 30" INV. IN: 617.18 (CB-27)
// 144 / / > 88.22 LF OF 15" RCP @ 1.00% / 15" INV. IN: 620.14 (CB-27C) / / n~""4 /0 15" INV. IN. 619.56 (CB-26A) ' U
r / 5,152 sq.ft 145 / / PROP. 8" SS CROSSING CB-36B 30" INV. OUT: 619.93 (CB-27) / 30" INV. OUT: 617.18 (CB-25) '
/ 5,160 sq. 146 / \ 129 / \� 38.51 LF OF 30" RCP @ 1.00% 1
/ RIM: ,160 sq.V / 128 / / / / / / / \fin Z
�{ BOT 18" RCP: 621.78 RIM: 627.82
l 11 r, l i O TOP OF 8" SS DIP: 620.14 15" INV. OUT: 623.22 DCB-36A -�
PROP. 8" SS CROSSING / 14� ( ) / RIM: 628.13
BOT 15" RCP: 623.53 5,160 sq. 148 , \ 24" INV. IN: 618.61 (DCB-36) / 5,160 sq.ft / 127 / / / 121 0 =
O �
24" INV. OUT: 618.61 (SDMH-34) , 5,866 sq.ft Q
U TOP OF 8" SS: 621.40 / / / O / , / / 5,160 sq.f/ 126
SU / / / 5,160 sq. 149 / / / \ \ /5,160 sq.
\ �\
-...a, S 5,160 f�/ 150 / / \ \ RIM: \ / / \ \ \ o CB-25
1212 8 `F O\ `VE \ / / / 5,160 sq. f� / 151 / / / 15" INV. OUT: 620.19 (CB-31) / \ / 122 RIM: 624.83 -
F 18..RCP U L / / 5,160 sq./ / 152 / 7 \ L O (�j 30" INV. IN: 616.80 (CB 26) /
@ p oss Su / / / 5,160 sq.f// 153 / / 24PROPOFSS CROSSING RCP @100% / / \6,2\q.ft j U I 36" INV. OUT: 616.80 (CB-24A)
/ „°
- '. L / 5,160 sq 154 /\ J
nS / / / O / BOT 15" RCP: 619.88 \\ \ CB-30A
\ .•.. .. SU / 5,160 sq./ TOP OF 8" SS: 615.10 / \ / / w RIM: 622.65
299 5,16 CB-31 123 46 (CB 30)
15" INV OUT: 618 1
..
/ En SpCFOF24 E / / RIM: 624.94 / / �486 sq.ft o m
/ RCP@ 1 0 S E 24" INV. IN: 619.19 (CB 158 / \ I w m CB-24A
00% RIM:622.88 '
EnS s "e 15" INV. IN: 619.94 (CB-31A)
/ 180 / / / / / s SU 24" INV. OUT: 619.19 (CB-30) / 60 sq / / 159 \ 36" INV. O 614.81 (CB-25)
// 5,160 sq.ft // 179 / / / 1 S �� UE 5,160 sq.
5,160 sq. 178 �\ 36" INV. OUT: 614.81 (CB-24) 1
/ 4p' �Ap _ E / PROP. 8" SS CROSSING 6 760 sq.ft
C
/ 5,160 sq.ft / 1707 // / / / 1
\ l \ \ PUS i' BOT 15" RCP: 618.15 - \ R7
\ 5,160 s / 176 / / E S LlG' R J I 24.65 LF OF 15" RCP @ 1.00 /o '
J q / O / / / �w TOP TOP OF 8" SS: 612.50
\ Wa 82.58 LF OF 36" RCP @ 0.88%
\ / 5,160 sq. / 175 // / ° m° nS SUE 125 1
11 174 l E
\ 5,160 sq. / \ ` PROP. 8" SS CROSSING
DCB-36 \ns I s sq.ft
RIM: 627.02 \ / / 5,160 sq.ft / 1 33 / / w p \ .. BOT 36" RCP: 614.08
NV. IN: 622.10 (CB-37) \ J 5,160 sq.ft / 172 m CB-32A 16; 20 `F `J\\\� �.r � TOP OF 8" SS: 612.00 '
RIM:625.56 W
IN: T: 621 60 (CB 6A) /5,1 q /(3171 18" INV. IN: 620.36 (CB-32B) OF24 RCP
�. OUT: 621.60 (CB-35) � \ / � oo \ @
5,436 sq. 18" INV. OUT: 620.36 (CB-32) EnS
\ 1 1 0
65.25 LF OF 18" RCP @ 1.00% O I
128.00 LF OF 24" RCP @ 1.00% o o CB-32B
m RIM: 623.24 ''i 42.41 LF OF 24" RCP @ 1.00% \Eng � CB-30
SDMH-34 - J �o RIM:622.57
15" INV. IN: 621.25 (CB-32C) CB-32 m 24" INV. IN: 615.50 (CB-31)
RIM: 629.00 you ` �o� 18" INV. OUT: 621.01 (CB-32A)
24" INV. IN: 617.33 (CB-35) 00% 'n RIM: 625.62 15" INV. IN: 618.21 (CB-30A)
24" INV. OUT: 617.33 (FES-33) / SOE / 27.56 LF OF 15" RCP @ 1.18" INV. IN: 620.11 (CB-32A) 24" INV. OUT: 615.50 (CB-24)
Sol-/ �� - --- - 24" INV. OUT: 619.61 (CB-31) LL
L
y 82.94 LF OF 24" RCP @ 1.00%� �d' PROP. 8" SS CROSSING r _ _ _
BOT 15" RCP: 621.21 ''' 24.59 -F OF 18' RCP @ 1.00% Soe
• \S TOP OF 8" SS: 617.55 I c 50� CB-?
FES-33 622.05
°F / CB-32C PROP. 8" SS CROSSING 36" INV. IN: 614.08 (CB-24A)
24" INV. OUT: 616.50 (SDMH-34) cP BOT 18" RCP: 620.03 24" INV. IN: 615.08 (CB-30)
RIM: .
15" INV. OUT: 621.53 (CB-32B) -32B) TOP OF 8" SS: 61653 42" INV. OUT: 613.58 (CB-23)
N
94.44 LF OF 42" RCP @ 0.63%
m 41.69 LF OF 24" RCP @ 1.00%
PROP. WET POND 2 o ` � - CB-23 r c
m PROP. WET POND 3
/ (REFER TO C-6.13 FOR, o C RIM: 621.03 (REFER TO C-6.14 FOR
CONTINUATION) / I 42" INV. IN: 612.99 (CB-24)
166 �„ ,\ 42 INV. OUT: 612.99 (CB-22) / CONTINUATION)
.... m \ 9,732 sq.ft Jn m
FES-21
42" INV. OUT: 612.50 (CB-22) 10

DCB-43A
PROP. SSMH (TYP.) RIM: 627.31
REFER TO CHAPTER 7 18" INV. OUT: 622.65 (CB-43) EX. POND TO REMAIN
FOR CONTINUATION (WATER ELEVATION: 625.80)
�z
iN,1�
1 7 \___ Q
12,01 sq.ft 198
V / / 11,106 sq.ft
76.22 LF OF 30" RCP @ 1.00% \ /
SU
13,207 sq.ft \ 8,587 sq.ft
200 / I CB-44A
I
6 (CB4RIM:630.02 R/7,616 sq.ft
70 15" INV. OUT: 624.6be
/C/Qj \ // 7,151 sq.ft 24.00 LF OF 15" RCP @ 1.00% 1 SUE SUE -
�. � . , .....:�' ....... .
PROP. 8" SS CROSSING �.
BOT 15" RCP: 624.37�—
// ✓ \ 195 / �'': TOP OF 8" SS: 621.04 ss
9,209 :1 :1 S S UE — SUE J'
/ ) �.::..
PROP. WM (TYP.) � � S �
REFER TO CHAPTER 7
FOR CONTINUATION CI I
� 112.72 LF O 18"RCP @ 1
s°E.00% 8,75 ft
PROP. STORM DRAINAGE / i \ // S 3P
EASEMENT (TYP.) / 50° CB73628.99
/ 193 I 184
5OE 30" INV. IN: 61 .75. CB 44 \ / 7,798 sq / / I I I 185 17,166 sq.ft
/ . 18" INV. IN: 621.52 (DCB-43A) \ / 192 I I I 1 III 7,355 sq.ft
36" INV. OUT: 617.25 SDMH-42 \ 7,428 sq.ft
/ II I I III 187 I I I I I—
/ { 167.63 LF OF 36" RCP @ 1.00% \ / 191 7,41 q.ft
�- PROP. POND 4 SDMH-42 \ \ / / / 7,203 sq.ft I I 90 I I 189 I 188 I I 7,336 sq.ft
/ (REFER TO C-6.15 FOR RIM: 6)7.00 , y 8 23 sq.ft I 7,155 sq.ft 117,186 sq.ft I J
/- ✓ CONTINUATION) 36" INV. IN: 615.58 (CB-43) sDE / 30.03 I I
/ 36" INV. OUT: 615.58 (FES-41) RIM: 60.03 L
SDE� SDE� SDE / 30" INV. IN: 618.51 (CB-45) RIM:
• � ° � FES-41 / �° 15" INV. IN: 624.42 (CB-44A) � �
L J RIM: i
30" INV. OUT: 618.51 CB-43 30" INV. IN: 619.54 (CB-46) '
/ L_34s —3as ` (36" INV. OUT: 615.00 SDMH-42 / ( )
( ) _ _ � 30" INV. OUT: 619.54 (CB-44)
°s \ 50.57 LF OF 36" RCP @ 1.14% J n°y���s 102.66 LF OF 30" RCP @ 1.00% R/�/ R/W �W �W
R/ Z R/W �— R/W R/W R/W R/W �R/W R/W R/W -• - - - -� - - - --� �-
J T
T T T T T T
T T T T WEDDINGTON ROAD NC HWY 84 — — — — — — — — — — -7-
FUTURE 100' PUBLIC R/W T T T T
T T T T� T� �,, �n Fn T �n Fn i� FC3 FO FCC FO FO FO FO FO F
ec rAR GAS r�rGAS G GAS -�-�-� rA�

181
8,530 s .ft
RIM:633.52
74 (DCB-49)
24 (CB-48A)
3.74 (CB-47)
15" RCP @ 1.00%
PROP. SD CROSSING
BOT 42" RCP: 627.67
TOP OF 30" CLASS IV: 626.84
RIM: 633.45
42" INV. IN: 628.15 (SDMH-52)
42" INV. OUT: 628.15 (FES-54)
-130.38 LF OF 30 LASS IV @ 1.00%
I
203 I I 204 I I 205
7,15sq.ft I 7,1555ssq.ft I 155 sq.ft
II
r
SUE
-3s -
56.41 LF OF 15" RCP @ 1.00%
RIM: 632.39
CB-50A
24" INV. OUT: 628.00 (DCB-49)
RIM: 638.42
15" INV. IN: 633.38 (CB-5013)
18" INV. OUT: 633.13 (CB-50)
-24.00 LF OF 24" CLASS IV @ 1.00%
24.00 LF OF 18" RCP @ 1.00%
- PROP. 8" SS CROSSING
SS CROSSING
PROP. 8" CROSSING
- BOT 24" CLASS IV: 627.63
BOT 1RCP: 632.80
TOP OF 8" SS DIP: 626.60
11 -11 -II
-11
TOP OF 8" SS: 630.45
II 1
III
206
III
207 I
I
208
5ssq.ft
II
I
I 209
II
I
III
I 210
11
II
7,1555 s .ft I 7,1555ssq.ft I
q III I I
7,1557,155 sq.ft 7,155 sq.ft
I I I I I
7,
P,ROP. 8" SS CROSSING
CB-49C
IL
15" RCP 629 7340UT:
I I
R5MINVBOT
TOP OF 8" SS: 628.32
630.04 (CB-49B)
SU
�178.79 LF OF 24" RCP @ 1.00%
-ZEE - - -, - - -
ns
I
0225 I I 224
i54 sq.ft III sq.ft
RIM:632.39 I I�
24" INV. IN: 625.55 (CB-49B)
24" INV. IN: 627.76 (DC13-49A)
30" INV. OUT: 625.05 (CB-48)
CB-48B
JE --- -H SUE SUE
ROAD 10
VARIABLE WIDTH
PUBLIC R/W
212.00 LF OF 24" RCP @ 1.00%
6 It dI I4 Imo- �ill-
RIM: 633.39
221
15" INV. OUT: 624.99 (CB-48A)
PROP. SD CROSSING ��� _ ft
III
7,155 sq.ft
BOT 36" RCP: 627.90
TOP OF 15" CLASS IV: 626.25
116.22 LF OF 42" CLASS IV @ 0.93% -
MH-52
RI
RIM:636.08
-
220
RIM: 638.42
18" INV. IN: 632.89 (CB-50A)
15" INV. IN: 633.13 (SDMH-50C)
24" INV. OUT: 630.52 (C13-4913)
36.39 LF OF 15" RCP @ 1.00%
-- - RIM: 634.90
24" INV. IN: 628.40 (CB-50)
15" INV. IN: 629.80 (CB-49C)
24" INV. OUT: 627.33 (DCB-49)
66 - s 36" INV. IN: 629.23 (FES-51)
m 42" INV. OUT: 629.23 (SDMH-53) EX. INV. OUT: 632.2C
0 J SOF 61.35 LF OF 36" RCP @ 1.00% EX. 30" RCP
O m FES-51 TO REMAIN
R/ RIM:633.26 R/W EX. INV. IN:633.70
al�o 36" INV. OUT: 629.84 (SDMH-52) R/
R/W R/W \
CB-48A 33.93 LF OF 15" CLASS IV @ 1.00% iw
RIM: 633.39 T T T T
IN: 624.65 (CB-48B) -
OUT: 624.65 (CB-48)
:/W
CB-50B
RIM:639.35 -
15" INV. OUT: 633.94 (CB-50A)
PROP. SSMH (TYP.)
REFER TO CHAPTER 7 /
- ` FOR CONTINUATION
PROP. WM (TYP.)
REFER TO CHAPTER 7
/ I - FOR CONTINUATION
I\
III 2
212 I 13, 6 sq.ft /
7,867 sq.ft I / \
L SUE
/ 214
\ S 13,121 sq.ft 1 /
�N
SDMH-50C
RIM: 639.01 I ��
- 15" INV. IN: 633.49 (CB-50D) I
4. 15" INV. OUT: 633.49 (CB-50)
S `\
I � 12,371 sq.ft
CB-50D
RIM:639.91
15" INV. OUT: 634.04 (SDMH-50C)
ft I 217 III 55.68 LF OF 15" RCP @ 0.98% \'
I I O �-
7,867 sq.ft III
11,611 sq.ft
UGP
0
4
T T T T 4
4
PQVM/ onn
,. ter, �n �n FriV cn �n Fn FO FO FO ...,. F

v0.58ACv7 /_ 047A%
637
63J , 638
.IIi DA (CB-17) —63.
1: M 0.30 AC \ l I DA (DCB-9A) \ s'�\ \ i \ \ •Yr\"
� � `° \ \ � 'I`' \ 0.91 AC �' \ \ \ M \ � � I I \ � � `"�` . �♦ate
� I
DA
0.69
r`
M III
1130
M
\ v cMO M \ N
M \
\ 6 w
I D w
(O
M
W w
` h "
I r I \ \ I M M W
0.26
w w 0.69 AC
\ I M \ O ww M
M
N
0.42AC
\ 1
I I
I — 637
635 635 m \ I
W DA (CB-10) \ \ N 630 \ ti
111 DA ( 2) 626 63o I \ \ \l \ co
o 'w
DA (CB-19) \ s27 629
I \ / Z
— — — \
� 0.68 AC III o \ \ I \
a 626
[ M I I \z I
� _/ I can r• � III m I I I I � � I~ �• � \ \ \ atwo
DA (POND 1)
O. a3 AC
I I I I 636 I I m M M N I •`�'\ 6 oos 3 s \ \
6n0 6 DA (CB-20) n1 6a7 DA(
0.15 AC
1 .
DA (CB-11A)
0.
•1
623
I n � \ \ \ 1 I `Yl.l " ••7 " ` 4 \ l / 622 — — — o
n(� BQrC)

\/ 32 B �4 629
DA (CB-28B) 29 62g 3 627 ' \
0.46 AC
17
631 \
, / \ \ \ \ \ s I \ I
/ 635
DA (CB-28) 63 629 \ f s 6zs 0.82 AC / \ \ \ \ \ \ \ 1 I
/ I 0.46 AC / N \
�
' 632
6 I,
631 — \ / \ / DA (CB
�
°
\` — \\�` 625
631 _ —.i� \� \ ` ��<' It/ / / s2s 6z5 \ DA (CB-26A) \ 1 \ \\ \ 1 \ \ y
�\ 1 �/ / DA (CB 27) ryh y 0.04 AC \ \ \ \ \
DA (DCB-36A) / \ / \ \ \ \
/ \ s3p s /� / / — DA (CB-26) 0.0 AC \ \ 1 \ \
J 0.78AC 631 / � / / / � 0.01AC - \ \ \ \ \ \ I•\•\1
630
s2s 62 l \ \ \ DA (CB-36B)
62s 0.43 AC
634 \ \ \
1
6
�t"e DA (CB-24A) \ N \ I I \
s29 0.66 AC N
i \
o I I \ \ \ \
0.81 AC — �� s3o s2 DA (CB-31A)
0.80 AC
1
I / 630
l / / / / -- - ....• 627 628 / / � . � w .: � � // / I i \ � \'
/ / 31 630 6 62 627 / I
szs
ez7 s2s szs / / DA (CB-35)
A
. 024 AC / / \\ \ N /
_ � 1
J 623 2s 62s 63 / I 0.01 AC s A CB C
° D
z4 (CB 2A)�ryM 0.64 AC
0.46 AC®� 629
\ 2
622 6?5 628 630 / / W l' I I N .. ` DA (CB-30) -, DA (UNDETAINED POND 3)
630 o rn . 62q 624
63p I DA (CB-32) 0.21 AC DA B ) 0.13 AC
\ ._ 6 / \ \ ._ —' . � --• / � �/ I� I / 26 / \ � N N 0 .\ AC 626
� 28 0.09'
I�
SUE ND 2)
(X�'19 AC \� DA (CB-2 3) ��� DA
03OAC 3)
DA (UNDETAINED POND 2)
1.93 AC
CO
DA (CB-32B)
\ l
67� v \ \ v A \
N
DA (CB-32C) f
;

625 - /615 / L �.��� / y / / / • .� y 1 \ \ \ \ \\\ \ \ \�\� \�_ \�� '
lb
_
CO
z
625 � / r 3p • � / V � � c.i
\ / \ co�
630
633
DA (DCB-43A)
1.40AC
13
' s
633 DA (CB-44A)Djj ...
0.34 AC
DA CB-4
:mmw
_
co 632 6326 632 6 3
633 634 DA (CB-45) '
(CB-44)
s
� 6�5 6�4 630 DA 0.33 AC I I
/ o / 0.31AC
_ I III
630 \ \
6�7
/ I J
` r / Sp 610 \ \ \ I \
\ . w SOE 614 1 826 6.3 \ \ 6
`41 632 633 \ \ s�'4 \ 63
w wvv wvv wvv —
w TA-Iw�v vvti . ry w
;.
610
�slvvv
-- L — ---- _--- — —XAI
—
y — —

/ e / U
-_- _ � - - - - ___-
1 \
77-
6A
630
634 634 634 634 `D 637 63a 640
co 635 \ 635 1 635 1 - 639 641
! \ \ I I I I \ 1 I DA (CB-50A)
-49A) I I I \ \� I \ I I I , 0.25 AC
I I 0.99
D 0(76 ACC) DA (CB-50B)
I \ I \
�\I 35 636 637 38 7 _35 635 634 63 636 636 637 637 638 638 639 % ' p� 1 /
634 634 3 635

�\��� \ \ ` ■ /I /;� 11 / \�\ ■ / - z�
vv��vv �//vA� �A\ t � ■ � l/IIII :-: I I � 1 V 1 �v v � �� r
,'\\j�V\�,�\Av\\�\� _"�/� 1 Ij��/ •` V�� Il�� ` ��-`AAA A j � � �
o _
1,276 LF SHALLOW
CONCENTRATED FLOW
l--�\1,� f / l�C\\ \\�\ \ \ • I 1 f \ ` I \ ^ J 1 1 1 \� `� / \ c0.15 HOURS (8.95 MINUTES)
1,117 LF CHANNEL FLOW \
0.05 HOURS (2.92 MINUTES) \ \ % (I ''';;. \\\ — ` \
I I \ PRE -DEVELOPED DRAINAGE AREA#2 I
`\ \1\\\ ` `\\ \\\ \\\ I I IIII ii:: �� \ 1� ` �\ \\ \\ ✓ ( I TOTAL: t10.42
TI ME OF CONCENTRATION LINE
0.23 HOURS (13.72 MINUTES)
\ AA
A �111�111
4w
I \`` TIME OF CONCENTRATION LINE
1 \\ > <:• t� \ s25 II \� \ \ 0.40 HOURS (23.95 MINUTES)
I /1 II I�I �`` f 11 ���� /IIIII=• �\\� \\ \ �\\� �\\�\ 1 ■ ////� i
1 /IjJ�/ll�•`.:a2o� Ill \��///Jl . � �,�2� �\\l\2S \��� \ ) t r/ —� ��; v�
\ ///� // ! •' -'i . / //_ / I I t / ) I �/ �00 LF SHEETIFL W
� co
/j l �/ / / / / 1 10.27 HOURS (16.20 MINUTES) POINT OF INTEREST POND #1 / I I 1 /% �// J / / r / ■ I \ \ \ \ I f
POINT OF INTEREST POND #2 I %I /% J I \ \ 635 LF SHALLOW
1 / _ 1 / / I 1 f � ) CONCENTRATED FLOW
2 . l
6:J
tz v :-, s1e �� I / I I ~� J - l I 0.06 HOURS (3.83 MINUTES)
�G r/ �, i l l l I l I l l I I I\ I �� ( 1 I I■ 1 1 I � // � �- o
J
/ I F
/ TIME OF CONCENTRATION LINE
/ RF 100, of o y 0.33 HOURS (20.03 MINUTES) \ r - j J �'�// PRE -DE
pve41Cy 1 l \ \ ' ��63% %////� TOTAL-
t/ r
��Rr�, � , l v \ v�� r� �� J ✓ '� / �/ 11 ) / JJ� l j��
/ f�aj r \�\ �= 625 'J'� '�� �t►1 �`Iti�/Ilf %� I{� ��\� INN
/ POINT OF INTEREST POND
�620
♦`�.. , - _ ��; w�G'♦ ` - :.ram—v ���♦'N'�♦���w�♦��i�♦�i��� ' �����������
Oi♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i � � .. ♦♦i♦i♦i♦i♦♦ �Q♦��w�♦,♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��r♦�♦�♦�♦�♦�♦�♦�♦�♦�♦� ��♦�♦�♦�♦�♦♦♦♦♦♦��+
�i♦♦•iwi♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i'�' �'- �� �' ,. ♦ wwi_- ' iD�i`♦�Oi♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i!:♦•♦-% •�, ♦� � +.
♦♦♦♦i♦i♦i♦i
♦♦ ♦♦♦♦♦♦♦♦ o
P♦tw
TIME 'OF CONCENTRATION
0.34 HOURS•
.55 MINUTES)
V165
F �E,,17K••®
-- ��•
OCTOBER 1
POINT OF INTEREST POND #4
i
41kIll /.- PRE -DEVELOPED DRAINAGE AREA#4
TOTAL: ±2.1 wv - •m. A / i -
\ ♦ I Ill \ 863 LF SHALLOW \ \
CONCENTRATED FLOW v 1
a\ I I I 1 I t 10.08 HOURS (4.95 MINUTES)
'x:»
t`✓ 1 W I
DRAINAGE ARE
HYDRAULIC SC
SCS CURVE Nl
TIME OF CONC
FLOWS:
•
2-YEAR
•
10-YEAF
•
25-YEAF
•
50-YEAF
•
100-YEA
DETENTION EV
DRAINAGE ARE
HYDRAULIC SC
SCS CURVE Nl
TIME OF CONC
FLOWS:
•
2-YEAR
•
10-YEAF
•
25-YEAF
•
50-YEAF
•
100-YEA
DETENTION EV
DRAINAGE ARE
HYDRAULIC SC
SCS CURVE Nl
TIME OF CONC
FLOWS:
•
2-YEAR
•
10-YEAF
•
25-YEAF
•
50-YEAF
•
100-YEA

,, ����,
,,,.
=��� � li 11 � ��I�� I�i

I
a jJF(ES�-555
j18" INV. IN: 614./
— �57—
5' x 5' OUTLET RISER WITH
REMOVABLE TRASH RACK
TOP OF RISER: 623.50
50 YR ELEV: 623.55
25 YR ELEV: 622.83
--------------------------------------------------
10 YR ELEV: 622.01
d
OUTLET STRU
PERMAI\
CONTRACTOR SHALL PROTECT PIPE
WITHIN THE BASIN FROM FLOTATION
10'
TOP C
--------------------------------------------------- — — — — — — — — ------ 2 Y R ELEV: 6 21. 32------------------------------------------------------. 2.. 5 -YEAR DETENTION ORIFICE ------ — — — --�
.._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._�._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._
"- 5�0 III III III III III III III III III III III III II1=
n;.'� III III III III III III III III III III III III III I

WET POND #2
DA: 4.23 ACRES
TOP OF BERM: 622.50
PERMANENT POOL: 616.50
j SEDIMENT STORAGE ELEV: 611.00
BOTTOM ELEV: 610.50 I
T—
�� 3 30
S -�3OS �34 34S
N 34S 34S 3OS �4/ m
m / / 4S 1345 T
/ FES-56 ^ T
m / / RIM: 615.79 ^
18" INV. IN: 614.00 (OS-2) T
m T �
T T T
T T
T T
C T T
/ T T
T T
/ I T
T
T
STRUCTURE
I T T 6�0
I /
PERMANENT POOL 11
V-0"
d
5' x 5' OUTLET RISER WITH
REMOVABLE TRASH RACK
TOP OF RISER: 621.25
50 YR ELEV: 621.09
25 YR ELEV: 620.70
--------------------------------------------------
10 YR ELEV: 620.37
OUTLET STRU
PVC WATER QUALITY ORIFICE DETAIL
ORIFICE
WI TH A
EQUIVIL
CONNE
=ICE
CONTRACTOR SHALL PROTECT PIPE
WITHIN THE BASIN FROM FLOTATION
10'
TOP C
--------------------------------------------------- — — — — — — — — ------ 2 Y R ELEV: 6 2 ..19------------------------------------------------------. 2.. 5 -YEAR DETENTION ORIFICE ------ — — — --�
.._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._�._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._
"- 5�0 III III III III III III III III III III III III II1=
n;.'� III III III III III III III III III III III III III I

5' x 5' OUTLET RISER WITH
REMOVABLE TRASH RACK
TOP OF RISER: 618.45
50 YR ELEV: 619.10
25 YR ELEV: 618.55
� 10 YR ELEV: 617.55
STRUCTURE
i
PERMANENT POOL
d
OUTLET STRU
ORIFICE
WI TH A
EQUIVIL
CONNE
-ICE
PVC WATER QUALITY ORIFICE DETAIL
CONTRACTOR SHALL PROTECT PIPE
WITHIN THE BASIN FROM FLOTATION
10'
TOP C
--------------------------------------------------- - - - - - - - -------2 YR ELEV: 616.20------------------------------------------------------...... YEAR DETENTION ORIFICE------ - - - --�
.._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._�._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._
"� 5�o III III III III III III III III III III III III 111=
n;.'� III III III III III III III III III III III III III I

IFICE INV.: 614.50
FICE INV.: 617.90 R °
02 (FES-58) 61n / g 5151 �Iw v.
A i
/ RIP -RAP APRON
ELEVATION: 615.00
WIDTH:
-AT START OF FES: 9'
-AT END OF RIP -RAP: 23'
R0 ' LENGTH: 20'
THICKNESS: 15.75"
MEDIAN STONE SIZE: 7" I
\� b °.✓��, -- �� ice/
GPIS
°
Cis
/ / r
FobS
PERMANENT POOL
NN
6' x 6' OUTLET RISER WITH
REMOVABLE TRASH RACK
TOP OF RISER: 620.05
50 YR ELEV: 620.43
25 YR ELEV: 620.08
OUTLET STRU
STRUCTURE
ORIFICE
WI TH A
EQUIVIL
CONNE
-ICE
PVC WATER QUALITY ORIFICE DETAIL
CONTRACTOR SHALL PROTECT PIPE
WITHIN THE BASIN FROM FLOTATION
10'
TOP C
10 YR ELEV: 619.21
�
2 YR ELEV: 618.16 2/25-YEAR DETENTION ORIFICE
.._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._

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18"
W-0"
2'-2"
3'-3"
0.2s1
0.281
1.043
1.824
0.044
0.095
W-9"
7V
3'•9"
0.281
0.2$1
1.204
1.485
0.076
0.121
30"
3'-0"
2'-1.
3'-4"
4'-9'
1'-2"
4'-4"
4
1'-5"
3
4'-1"
3
4'-t"
45
D.147
D.374
0.521
1.606
2.21T
0.122
0.1B4
V-6"
4'-4"
4
2'-0"
4
4'-1"
3
4'-1'•
49
0.1ST
0.415
0.602
1.914
2.515
0.176
0.261
42"
3`-0
2'-2"
4'-5"
5'-3"
V-S"
3'-$"
4
1'-9"
3
3'-3"
3
3'-3"
38
0.135
0.378
0.50E
2.152
2.650
0.240
0.871
48
w.0
2`-2"
5'4-
S'•$"
2'-0"
3'-$"
4
2'-6"
4
3"-3"
3
3'-3"
41
0.173
0,41E
0.583
2.415
2.998
4.313
0.477
54"
3'-0"
2'-2"
W-7"
5'-3"
2'.7"
3'--6
4
3'•0"
6
2'-3"
3
3'-3"
47
0.211
0.448
0.659
2.606
3.465
0.396
0.595
1" MIN.
CLR.(TYP}
4X4 W4XW4
WWF (LAP
WWF 6" ON-
TO FABRIC)
1" MIN. 6"R•
8"
CIA. (TYP) SECTION VIEWS
OPTIONAL
JOINT DETAILS
45 REBARS @ 12"
CENTERS (HOgIZ.
A VERT.)
(USE WITH
4' X 4' 8 LARGER
DRAINAGE STRUCTURES
TYPICAL 'L' BARS WITH
1'-6" LEGS
PLAN VIEW OF BASE UNIT
6" 'L' OR '0' 6"
MIN.
MIN.
ro
*4 REBARS @
q
H4 REBARS @
^
t 6" CENTERS
6" CENTERS
EACH WAY
=
EACH WAY
LOCATED IN
CENTER THIRD
TYPICAL PRECAST
OF WALL
RISER SECTION
PRECAST RISER PLAN
' RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 1840.01
GENERAL NOTES:
THIS PRECAST 80X MAY BE USED FOB THE FOLLOWING STANDARDS:
840.04, 840.05, 840.14, 840.15. 640.31, 640.32, $40.34.
840.35, $40.38 AND 840.41.
* INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
" USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
1926.704.
ORIENT STRUCTURES 60 THAT CORNERS WILL NOT BE CUT OR MODIFIED
UNLESS ALLOWED 6Y DETAIL IN PLANS.
* PRECAST ALL ELEMENTS TO MEET ASTU G913.
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
THE SAME AIIN. AREA OF STEEL IS PROVIDED.
" SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
• LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
tQ 6'-0" x
* THE OUTSIDE PIPE. DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
SI2E OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
IS GREATER.
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
#5% ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
DWG. 940.34 FOR MANHOLE INSTALLATION.
2 05 BARS EACH SIRE
OF OPENING FULL SPAN
L, �+r
1" MIN. CLEAR `°Pi
MIN.1 I I MIN.
'L' OR 'W' f 2 WALLS 1" MIN. CLP.
-
�
STEPS
y #4 REBARS m 4K4 W4xW4 o
G" CENTERS
= - d WWF [LAP WWF -
r ca 6" ONTO FABRIC}
2 05 BARS @ b'
- - - - - - - - -
OPENING 1" 05 REBARS 12" b
CLEAR (SEE NOTES) FCENTERS
LOCATE OPENING
AS REQUIRED
(SEE NOTES)
HEFT 2 OF 2 6 1L'
840 - ❑3 1 MIN' PLAN TOP
m� TYPICAL SECTION r-77':77 ... Q 7.7' 7"'.77,71 1
TOP SLAB TYPICAL SECTION
MIN. OF BASE UNIT
cn
Q
FW tr J__ C.7
LLJ�HZ
caw=
_
i�Ommoo
< fr
r LL _j
CC
D on-
Z f-1
1 Lu
wa
CC (/}
W
cc
Z :D
d � �
F
ccLu
V1
� � W
Q
W
O
F
SHEET 1 OF 1
840.46
T s s_
3�,r
SECTION - KK
GENERAL NOTES:
MORTAR JOINTS" t 1/g" THICK.
CONCAVE TOOL ALL EXPOSED JOINTS.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FO#IMS TO CONSTRUCT THE BASE SLAB.
1„ e z -u
�2'-11
R
HOOD ELEVATION
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID GONGRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF SOX,
ADD TO BASE AS SHOWN IN STD. NO. 840.00.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER
LOCATIONS CONSTRUCT A MINIMUM OF $" ABOVE THE GROUND.
PROVIDE MANHOLES OVER 3'-6" IN DEPTH WTH STEPS 12" ON
CENTERS IN ACCORDANCE WITH STD, NO. 840.66.
PART SECTION Y-Y
MINIMUM
DIMENSIONS AND QUANTITIES FOR MANHOLE
PIPE
DIM.
CU. YDS.
GONGRETE
TOTAL BRICK
NASIINRY
CU. YDS.
CU, YDS. BRICK
MASONRY
PER FT, HT,
DEDUCTIONS
FOR ONE
PIPE CU.Y➢.
D
BASE
ABOVE S-L
BELOW S-L
C.M.
R.C.
12"
0.560
0.530
0.323
0.020
0.032
15"
0.560
0.530
0.323
0.031
0.047
18
0.560
0.530
0.323
0.044
0.065
24
0.560
0.530
0.323
10.078
0.113
3O"
0.560
0.53E
0.323
10.122
0.170
36"
0.560
0.530
0.323
0.176
0.238
As
p
H }
� d
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILA$LE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
~
CIRCUMFERENTIAL
AEA OF STEEL
Z _ -
�:
[I.E.: SEWER, STORM DRAIN, ELECTRICAL]
c- _
:R VERTICAL Fr.
, 4 C3
2"
-j C7
wi (FT.) 16
(5O. I1a. I
o � Z
TOP OF COVER--,
-
LL-jo z
3 Z

1iIV I IIV Ia UN
LITTORAL
1ND PERIMETER
NOT TO SCALE
W/ WETLAND
MIN. WIDTH
30ARD
EMERGENCY WEIR
IF USED
P
1CTILE IRON MAINTENANCE
,AIN PIPE WITH SLUICE
ATE OR VALVE. (OFFLINE
;OM OUTLET AND LOCATE
,LVE IN BERM) 0.5% SLOPE MIN.
NOT TO SCALE
FAIL
ALTERNATE WAI I
CONF
PLAN
w
3' st
0
a
SECTION V-6"
SEE STD. 20.23 AND 20.24
_ IT! . E m.;TI—
END VIEW
NOT TO SCALEI 20.
WETPOND PROFILE
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
6'-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-0"
4'-6"
V-8"
5'-0"
6'-2"
2380
36"
4"
V-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
V-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
1 6'-0"
1 2'-3"
1 8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
V-9"
9'-0"
8'-3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION DETAIL #1
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
12" TH R U
72" PIPE
W2
END OF FLARED SECTION
21
22.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJAC
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJU
FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CI
ALTERATION OF OR RELOCATION OF THE FACILITIES. CI
LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TC
EARTHWORK CONTRACTOR SHALL COOPERATE AND WC
CONTRACTORS PERFORMING WORK ON THIS PROJECT
COMPLETION OF THIS PROJECT.
THE EARTHWORK CONTRACTOR SHALL USE WHATEVER
PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOV
PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL L
EROSION SEDIMENT AND SILTATION ORDINANCES. CON
TEMPORARY EROSION CONTROL STRUCTURES UPON C,
DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DW
STRUCTURES ARE SUFFICIENTLY STABILIZED.
FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRF
SHALL:
A) NOT STORE MATERIAL, EXCESS DIRT OR EQUIN
CASE OF MULTILANE HIGHWAYS. THE PAVEMEN
ANY MUD OR EXCAVATION WASTE FROM TRUCK
COMPLETION OF THE WORK ALL EXCESS MATEF
THE RIGHT-OF-WAY.
B) PROVIDE ALL NECESSARY AND ADEQUATE SAFE
SIGNS, FLAGS, LIGHT BARRICADES AND FLAGME
AUTHORITIES AND IN ACCORDANCE WITH THE N
CONTROL DEVICES. THE GRADING CONTRACTC
RESPONSIBLE FOR AND HOLD HARMLESS THE S
ARCHITECT/ENGINEER, AND THE OWNER FROM
TO EXISTING PRIVATE PROPERTY, PUBLIC UTILI-
PUBLIC.
EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE
DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINK
AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESE
COST TO OWNER.
EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATI
CONTROL AND AIR POLLUTION ORDINANCES OR RULES.
IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT
EVENT OF A SHORTAGE OF STRUCTURAL FILL.
CONTRACTOR TO COORDINATE ALL WORK WITH OTHER
COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GA:
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFOI
CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY
RESULT OF HIS WORK.
ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPR
QUANTITIES MAY VARY.
CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROL
MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET
ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW
CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTIO
ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNI
�7_1►�I_1►1�1�►�1:1_1►1:1►�1�►��K�L6��:i�L��[�7►
1. GENERAL - THE BASIN AND DAM AREA SHALL BE CLEARED, GRU
VEGETATIVE MATERIAL AND TOP SOIL PRIOR TO DAM CONSTRU
DISPOSAL OF TREES, STUMPS, CONSTRUCTION DEBRIS, VEGET)
BE PERMITTED IN THE DAM OR BASIN AREA. WHEN BLASTING IS
NOT TO SCALE THE BASIN AREA, THE BLASTED AREA SHALL BE OVER-EXCAVAT
FEET (2') BELOW FINISHED GRADE AND BROUGHT BACK TO FINI:
RELATIVELY IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE
GEOTECHNICAL ENGINEER FOR ANY ADDITIONAL REQUIREMEW
2. EARTH FILL DAMS
2.1. SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHL
SIGNIFICANT SHRINKAGE OR SWELL, OR DISPERSION SHA
EMBANKMENT.
2.2. A CUTOFF TRENCH (CORE TRENCH) SHALL BE PROVIDED �
FEET (5). THE CENTERLINE OF THE CUTOFF TRENCH SHAL
OF THE INSIDE TOP OF SLOPE OF THE DAM. THE CUTOFF T
BACK -FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND
NINETY-FIVE PERCENT (95%) OF STANDARD PROCTOR.
2.3. THE MINIMUM TOP WIDTH OF THE DAM SHALL BE FIVE FEE'
SHALL NOT BE STEEPER THAN 3:1 (THREE HORIZONTAL TC
EMBANKMENTS AROUND THE BASIN.
2.4. ALL DISTURBED GROUND AREAS AND EMBANKMENTS SUR

UP
1i�ll 1 ■ P .• i„
No
1r71
rn
rn
41
ap
-•' r.3% i
.. /
7/
11
--I's
oQno ccnnu_��
INSET #1
40 WEDDINGTON POINTE WEST PHASE 1
VILLAGES OF WESLEY CHAPEL,
i \ HOMEOWNERS ASSOCIATION
\ BK. 4519, PG. 061
TAX PIN: 09-402-553lb
—
�j U
161 \
162
163
4f
ST. JOHNS
PHASE 1,
P.C. H, FI

LF OF 8" SDR 26
MEE
287.01
PVC
SS
@ 0.E
I
Sol
2g000LFOF5,SDR-26PVCSS@1.2
„ SpR-26
8
PVC
99.73LF
OF
UJI
ILL
f�
M
f�
(O
O
N
O
N
(0 O
O
N N
O O
N fl-
N M
Lo
N N
O O
N 00
00 M
- fl-
N N
O O
co m
O
N 00
N N
O O
co
O O
M O
N N
O co
'IT
(O
co
N co
co O
00 O
00 O
N NT
N co
O O
00 O
M O
M �
N co
O O
00 0
00 (O
co M
N M
O (O
00 fl-
M O
co
N co
(O (0
00 N
00 00
� —
N co
O O
O
M
Ln
N
O
00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
PROP. 8" SANITARY SEWER PROFILE LEGEND
JFORMATION.
D A 14' MAX DEPTH. I" = 40' HORIZONTAL SDR 35 PVC 0 EXISTING GRADE —
Y SEWER AND WATER NOTES I" = 4' VERTICAL SDR 26 PVC ® PROPOSED GRADE —
DUCTILE IRON —
S30' 23' 45.27"E
256.71 LF T--+
WATERMAINP�C'C'7
SEE INSET i
o
\
.•
� �o ` / /
30S
cos
3os �
�3os � 3os
3as
/
PROP. STORM
DRAINAGE EASEMENT
PROP.
/
(TYP)
/
PROP. 30' SEWER
EASEMENT (TYP)
s
�
/
PROP. SSMH-1
•
PROP.
Sps.
/
CONTRACTOR Ti
89 $' 2S $ a• +00
• _ 7; 9 c . \�
sss /
i
HORIZONTAL SEPARAI

TOP: 624.29 4" R
BOP: 622.66
24' RC
PROP. STORM 15" RCP XING
TOP: 621.78 30
BOP: 620.15 PROP. STORM 15" RCP XING
TOP: 625.51
BOP: 623.88
6.14'
5.87'
140.94LFOF8"S
4.78'
mom MRI
400.00 LF OF 8" 'SDR- PVC SS @ 0.55%
92
8" SDR-26 PVC SS @ 0.61%
Lo N N N N N (O N Lo N 0) N Lo N M N 0) N N O N M N M m
M 00 In M N 00 00 M 00 00 Vn cM � 00 N M O 00 N M N 00 — M � �
� N Lo M In m 0 M (O NT� Lo I- � 0o fl- 0o (0 m I- m 06 O 00 CD
M N M N M N M N M N co N M N co N M NM N M N M M M M
(D (D CO CO CO CO (O (O (0 CO (D (D CO CO (D (D (D (D CO (o (o (o (o (o (o (o
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
NOTES: �� PROFILE LEGENE
1. SEE SHEET C-0.2 FOR ADDITIONAL NOTES. PROP. 8 SANITARY SEWER
2. SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. SDR 35 PVC C
3. ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. I" = 40' HORIZONTAL
4. SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES I" - 4' VERTICAL
AND DETAILS SDR 26 PVC
DUCTILE IRON
1 — r 1 r I I I I I I I I I I I I I I 138 1 I O I 5.160 sa.ft I

I UN: b2b.bl
— BOP: 626.98
PROP. DIP LATERAL
FOR LOT
I
66
PROP. DIP LATERAL
FOR LOT 65
•• . " � `^`
FOR LOT 64
—
6.19'
4.99'
36
CP
5.93'
353.2FLF OF 8" SDR-26 PVC
-------- ----------------
SS @ 0.40°°
358.57
LF
OF 8"
SDR-26
PVC
SS @
0.40%
�g @ 0.75%
O
M
00
M
(O
N O
00
M
M M
(O O
M co
O
fl-
M M
O O
M O
00 ;:t
IT Lo
M M
O O
M
M 00
Lo N
M M
O O
ti O
Lo O
M M
O O
f,
L O
Lo O
M M
O O
00 O
O 00
Lo M
M M
O (O
00 O
u� 00
(O
M M
(O (O
00 O
O O
It 00
M M
(O (O
O
O O
M 00
M M
(O (O
00 O
N O
Nt 00
M M
(O (O
M fl-
00 —
IT r-�
M M
(O (O
O 00 d
M N 6
Lo 0 LC
M M Or
(O (O (f
18+00 18+50 19+00 19+50
NOTES:
1. SEE SHEET C-0.2 FOR ADDITIONAL NOTES.
ANT 2. SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION.
HAN WILL 3. ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH.
3 4. SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES
AND DETAILS
CPW S
CONTINUATION
sq.ft I I
20+00 20+50 21+00 21+50 22+00
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
SEE SHEET C-7.6 FOR CONTINUATION
22+50 23+00 23+50 24+00 24+5
PROFILE LEGEND
SDR 35 PVC 0
SDR 26 PVC
DUCTILE IRON
SEE SH
6,36 sq.

PROP.
LOT
DIP LATERAL
35
v
OF 8" SDR-35 Pipe @ 1.00%
PROP. DIP
FOR
LATERAL
LOT 5
FOR
2.14'
391.66 LF
I I
PROP.
DIP
FOR
LATERAL
LOT
36
2.64'
PVC
SS
PROP. DIP LATERAL
FOR LOT 31
PROP. DIP LATERAL
FOR LOT 9
PROP. DIP LATERAL
FOR LOT 30
PROP. DIP LATERAL
FOR LOT 8
2.86'
377.54
LF OF
8" SDR-35
@ p,g5%
PROP.
FOR LOT
DIP
34
LATERAL
PROP.
FOR
DIP LATERAL
LOT 33
p
')
.0
Lo It
r*�
(`M M
C4 C4
Lo �
N O
M M
C4 C4
N ti
O —
M M
C4 CO
O co
O M
M M
CO CO
fl- O
M O
M M
CO CO
Lo O
f- DO
M M
CO C4
N Lo
— G�
M M
CO C4
O O�
In N
M M
C4 C4
O
QO fl
M M
C4 C4
Lo O
N C4
M M
C4 C4
N co
C4 f�
M M
C4 C4
O Lo�
O O
M M
C4 CO
O
M N
M M
CO C4
Lo
f�
M
C4
8+00 28+50 29+00
JE' E �UE
a.
1+00
UE SU
UE
=±636.17
±633.67
6855 47 7,19 Sq.ft
I D = ±636.61
=±633.11 MIN. FFE:638.44 I
= ±624.90
I
39 I 7,667 sq.ft
— MIN. FFE: 638.44 I
29+50 30+00 30+50 31+00 31+50
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
32+00 32+50 33+00 33+50 34+00 34+50
BENCHMARK/CONTROL POINT
NORTHING: 459881.19
EASTI NG: 1507181.36
ELEVATION: 620.29
DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED
WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE
NOTES:
1. THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE
CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT
TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL
RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S
EASEMENT AND INGRESS/EGRESS.
2. AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW S
EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW
3. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI.
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
SE

VLIV I LI\LIIVL
PROP.
DIP LATERAL
FOR LOT 178
PROP. STORM 15" RCP XING
TOP: 625.15
BOP: 623.53
DRM 15" RCP XING
PROP.
WATE RMAI
6"
N
PROP. DIP LATERAL
FOR LOT 177
TOP: 621.50
BOP: 619.88
4" PCP
1.64'
308.61 LF OF 8" SDR-26
PROP. DIP LATERAL
FOR LOT 176
PVC
SS @ 1.00%
PROP.
FOR
DIF
LOT
PROP.
LOT
DIP
179
LATERAL
4.78'
319.06 LF OF
8" SDR-26 PVC SS @ 0.75%
PROP. DIP LATERAL
FOR LOT 174
PROP.'DIP LATERALI
FOR LOT 173
DUCTILE
IRON PIPE
(t 20
LF)
FOR
PROP.
FOR
DIP
LOT
LATERAL
172
56%
00
N
N
M
m N
O� CO
� N
N M
O r-
r-� �
Lo N
N M
M
r
N M
Lo
O
O
N M
N CO
00 CO
f- 06
N N
(o
M M
In CO
06 f-
N N
(o (D
Lo M
— CO
oi 00
N N
(D (D
CO �
O M
oi 00
N N
(D
Lo M
Lo 0)
00 00
N N
fl-
O fl-
00 00
N N
N O
Lo O
f- f-
N N
0) N�
— —
f- 06
N N
CO
f-
N
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
PROFILE LEI
SDR 35 PVC
SDR 26 PVC
DUCTILE IRON

PROP. STORM
15" RCP XING
TOP: 632.42
BOP: 630.79
r
SS @ 0.70
DUCTILE IRON PIPE
(t 20 LF)
DUCTILE
IRON PIPE
(t 20 LF)
205.02
LF OF 8" SDR-35 PVC
1.67'
--- L
60.70
8" SDR-35
LF OF
PVC SS @ 0.70%
278.52 LF OF 8' SDR 35 PVC
PROP. STORM 42" RCP XING
TOP: 624.79
BOP: 620.54
SS
@
0.70%
8.71'
2.09'
PROP. STORM
48" RCP XING
TOP: 621.88
BOP: 617.04
8" RCP
00
O
In
M
0
I- (D
M
It It
M M
0 0
M co
00 f_
It IT
M M
0 co
m 00
N -7
Lo Lo
M M
co co
Lo (D
f� 00
Lo �
M M
(o (o
N N
(o
M M
(o co
r— (D
CO O
(o M
M M
co (o
Lo Co
O CO
I-
M M
(o co
In Lo
r_� M
(o m
M N
co co
Lo Lo
N ;�
(D 00
M N
co co
(D
LQ
Lo
M
co
0+50 1+00
NAL NOTES.
DRAINAGE INFORMATION.
AOT EXCEED A 14' MAX DEPTH.
R SANITARY SEWER AND WATER NOTES
1+50 2+00 2+50 3+00 3+50
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
4+00 4+50 5+00 5+50
63b
630
625
620
3R
PROFILE LEGEND
SDR 35 PVC 0 EXISTING GRADE — —
SDR 26 PVC ® PROPOSED GRADE
DUCTILE IRON
CONTINUATION
t I I MIN. FFE:638.12 \ \
a

1■■
. -. Cl - ..:
_■■!■■■-iii■i■�■■\
■■■■■■■■■■
-
...
-■■■■■�■��!!!���iii��■■■■■■■■■11
--=�■■ii
■■■■■■■■■■■■■■■■■■■■■��!!!����ni�rl
I■■■11
STORM . - -
. .
- . .
1■■
■■■■■■MEMO
■■■I
I■■■1.
PROP.
-TOP:
1■■CENTERLIN
\■■■■■■■■■■
RCP : 8
:.- .
III_
II
■■■■■■■■■■■■■■■■■■■11
■■■I
I■■■1
1■■■
■
PROP.
STORM
I1
- - . - ...
, -
'■■■■■■■■■■_■_■�!!Ic■■_I_
■■■■■■■■■■■■■11
■■■1
I■■I11:.
:■iii■■
11■■■■
NOON■■■\
:__■O!�1!!
mil
PROP STORM 15" RCP XING
TOP: 632.53-
BOP: 630.90
HE
NINE
ImElli-ammol
PROP. DIP LATERAL
■■■
_I�i
NOON
■■■■!!■■■iii■■■■Ill
NOON■■\NOON■■!!!=■■:I'i■ii
iiJ■
, . •
_
MESON
�►������I■■■\-
WE!
luo—m.mokod
li��_-�
_������■■111
NOON
■■��■■■�--��������■■■
'''
--.- .
-
111■■■■!!■■■ii
■■■
■■■!.�■■■■■■■■■iiii�■■I■■■■
NONE
PROP.
DIP LATERAL-IIIIIIIIIIIIIIIIIIIIIIII
PROP.
DIP LATERAL-
FOR LOT 56
DIP
FOR LOT 55
I
-
M-PROP.
NOON■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
-PROP.
DIP
LATER�L
P�OP.'DIPLAT�RAL
■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
..
..
..
..
..
..
..
..
..
..
..
.:
.:
2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
6+50 7+00 7+50 8+00
2" GATE VALVE AND 2" BLOW -OFF EACH IN
VALVE BOXES (SEE UCPW STD DETAIL #2)
0
BOA _o
� o
I I T N6T 34' _13.88"W
E-Quelii7
MIN. FFE
�
6,95;
L
PROP. SSMH-24
m
/
15
6,363:
MIN. FFE:
c
m I
-
MIN. FFE: 643
I
16
rn
6,360 sq.fl

625 630
620 625
615 620
610 615
2+00
8,900 sq.ft
PROP. SETBACK
(TYP)
2" GATE VALVE AND 2"
BLOW -OFF EACH IN VALVE
BOXES (SEE UCPW STD
DETAIL #2
175.34 LF OF 8" SDR-26 PVC SS @ 1.00%
M OR 00 � � - u( ':�
00 M (O N N N
M M M M M M M M
(O (O (O 0 (0 (O (O (O
0+00 0+50 1+00 1+50 2+00
NOTES:
1. SEE SHEET C-0.2 FOR ADDITIONAL NOTES.
2. SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION.
3. ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX
DEPTH.
4. SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER
AND WATER NOTES AND DETAILS
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
PROFILE LEGEND
SDR 35 PVC 0 EXISTING GRADE — —
SDR 26 PVC ® PROPOSED GRADE
DUCTILE IRON
630 640
625 635
620 630
Is :JR&i
SEE SHEET C-7.3 FOR CONTINUATION
/ IN, • . 18" RCP
100
PROP. SSMH-7) 5,160 sq.ft\ \
8,195 sq.ft
99
o \
6,273 sq.ft ^o C
PROP. SIDEWALK/UTILITY � 143
EASEMENT (TYP) \4,951 sq.ft
Q PROP. 6" WATERMAIN Z
6.5' BOC \ \ 0
3' MIN. COVER
0 CONTRACTOR TO MAINTAIN 10'
98 Q m HORIZONTAL SEPARATION BETWEEN \ Z
■■■■■
■■■■■
■■
no
- - .
- .
EEEEE
EMNEEE
■■■■■
■`
IMEME
■■■■■
■■low-M!
NONE
�EEEN
NONE
-. o - ;
T 19
■■■■MEMEMEMEMEM
•
0+00 0+50
NOTES:
1. SEE SHEET C-0.2 FOR ADDITIONAL NOTES.
2. SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. PROFILE L
3. ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX
DEPTH. SDR 35 PVC
4. SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER
AND WATER NOTES AND DETAILS SDR 26 PVC
DUCTILE IRON
I I I I MIN. FFE: 642.40 I I I MIN. F
6"X2" REDUCER
(SEE UCPW STD DETAIL #7)
AND 2" GATE VALVE
6,360 sq.ft I I 1360 sq.ft I I 6,3
PROP. GROUND = ±639.88
I 6" WATER BOT = ±636.38 I
40-- MnM T/ M - , G9G 7

cn a
a O
a
a ro
� N ro
rn o cD
+
Z
PROP. IDIP
LATERAL FOR
LOT 189
PROP. DIP
LATERAL FOR
LOT 190
PROP. DIP
LATERAL FOR
LOT 187
PROP. DIP
LATERAL FOR
LOT 188
DIP
FOR
o
L
o
WATERMAIN
PROP.
2"
PROP.
LATERAL
LOT
192
r
D
D
d
0
N � p
z
3.33'
's
235:
PROP.
DIP LATERAL
FOR LOT 193
REGULATORY
)D ELEVATION
(BFE + 2
266.12 LF
111.29 LF OF 8" SDR-26
FT)
OF 8"
SDR-26
PVC SS @ 1 00%
PVC
SS
@ 0.90%—
66.23
LF
OF 8"
SDR-26
PVC
SS
@ 0.90%
DUCTILE IRON PIPE
(t 20 LF)
57.35 LF OF 8" SDR-26 PVC SS @ 5.00%
DUCTILE IRON
(t 20 LF)
PIPE
V
127.92 LF OF 8" SDR-35
PVC
SS
@ 0.60%
DUCTILE IRON PIPE
(t 28
LF)
O
M
O
(O
(4
u�
N
(4
It
�t
00
O
a0
I;zt
O co
N N
O O
CO
N N
O 0
00
N N
0 (4
(O O
"t M
00 O
N co
O O
LO N
fl
fl- N
N M
O O
a0 O
N N
00 M
N co
O O
M
M
O
N co
O O
(D
OR O
O (O
N M
O 0
U)
(O
O 0
M M
0 O
M M
N f_
(O
co M
O 0
i
O i
M i
0 i
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROP. SSMH-29)
2+00
PROP.
, /1'
WSW 24' 44.14"W 3 00
57.35 LF� /
oono cennu an /\
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
H-31 /
� 1�1
1 1 19b /
/ 197
11,106 sq.ft
12,012 sq.ft 1 1
PROP. SETBACK
(TYP)
6+00 6+50 7+00 7+50

FNUK
UIF' LA
FOR
I tKAL
LOT
225
/
1.03,
I
1.41'
391.B0 LF OF B" SDR-35
DIP LATERAL
LOT 221
PVC
SS
°
1.00 /°
PROP. DIP LATERAL
FOR LOT 218
F
PROP. DIP LATERAL
FOR LOT 217
PROP. DIP LATERAL
FOR LOT 212
KUF
FOR
. UIF'
LOT
LA I
216
tK
I
All
PROP.
FOR
PROP. DIP LATERAL
FOR LOT 223
PROP.
FOR LOT
DIP LATERAL
222
DUCTILE
20
IRON
LF)
PIPE
PROP. DIP LATERAL
FOR LOT 224
(t
388.58
LF OF
8"
SDR-26
PVC
SS
@ 0.65%
DUCTILE IRON PIPE
(t 129 LF)
PROP. DIP
FOR LOT
LATERAL
181
N
O�
M
M
00 fl-
r-� O�
M -
M co
co (4
N QO
co 0)
co N
co ;t
rl- u�
N O
M M
0) r,
(q rl�
N —
M M
r
M
co M'T
M M
(o
O (o
N N
Ln
M M
(o (o
M In
O 00
Ln (p
M M
(o
(O m
OR In
Ln co
M M
m
(O M
(O O
M IT
N 0)'o
un
r�
co
�
CM u�
co N
co IT
co
oi
M
11+50 12+00 12+50 13+00 13+50 14+00 14+50
PROP. 8" SANITARY SEWER
I" = 40' HORIZONTAL
I" = 4' VERTICAL
15+00 15+50
202
203
204
205
206
207
208
209
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
7,155 sq.ft
PROP. 7' SIDEWALK/UTILITY
EASEMENT (TYP)
I
PROP. SETBACK
\ I
I
I
I
PROP. 4" SEWER
I
I
I
(TYP)
s
�s
84LFRJDIP
I
LATERAL (TYP)
PROP. SSMH-36
sos
24" CLASS IV
1RCP
107
SUE
S
U
U
U�
U
SU�4UY
•SU
k
12+00
ZZ
13+00
14+00
15+00
130" CLASS
16+00 16+50 17+00 17+50
PROFILE LEGEND
SDR 35 PVC 0 EXISTING GRADE —
SDR 26 PVC ® PROPOSED GRADE
DUCTILE IRON —
Ir I,I
r �I
213
212 13,236 sq.ft
G7,867 sq.ft
210 211
155 sq.ft 7,300 sq.ft MIN. FFE: 641.97
2" GATE VALVE AND 2" BLOW -OFF EACH IN 54 LF RJ DIP
STI
VALVE BOXES (SEE UCi W STD DETAIL #2) J PROP.
ut
N43. 0055.95"W_ .5 /
391.80 LF p 18" RCP
Sue SU SUE tG \ .
�� ■�-, 00 17.
3f1S wu,4
S EIQS
6" G.V.U:� � r,, nA"w —
3 . 3f1S . STS 1 \
PROP. IIORM 5" RCP
-(TYP) r

@ 1.00%
35.47
LF OF 8" SDR-35 PVC
SS @ 1.00%
rn
M
O
O
O
Lf)
M
O
O
O
Lf)
M
O
j►�III �:�I III �:�I]
IRE 8" SANITARY
EWER
IO' HORIZONTAL
= 4' VERTICAL
635
625
620
PROFILE LEGEND
SCH 35 PVC ® EXISTING GRADE — —
DUCTILE IRON PROPOSED GRADE
635
625
J
J
PROPOSED GRADE @
WATE RMAI N
CENTERLINE
LLI
LLI
PROP. 6"
WATERMAI N
cq
cq
M
(O
cq coco
cqO
M M
(O (4
o
M M
(4 (4
o
O N
M M
(4 (o
N
M
(O
0+00 0+50 1+00 1+50
PROP. 6" WATERMAIN
BENCHMARK/CONTROL POINT
NORTHING: 459881.19
EASTING: 1507181.36
ELEVATION: 620.29
DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED
WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE
NOTES:
1. THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE
CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT
TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL
RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S
EASEMENT AND INGRESS/EGRESS.
2. AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW S
EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW
3. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI.
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
I" = 40' HORIZONTAL
I" = 4' VERTICAL
PROFIL
EXISTING C
PROPOSE[

UNION COUNTY PURI,IC WORKS DEPARTMENT
UNION COUNTY, X-C_
S T ANDARD DETAIL
2" BLOW --OFF
L'OPPER
SEWICE TUBING
14 6AU6E STRRANDED BLUE -\
COATED COPPER TRACER WIRE
I- CONNECTOR
CORPORAT10N
SADDLE
EGINCRETE BLOCKING
LE.
2
-
fE
_11
APPROVED SERV CE HARDWARE
2 P!C
MOEL- ER
FORD
S70
11-13420
SA.nDLE
UP Tt] B"
SEE NOE
FC 101
BALL CDRPOF,lATIONI
B-25005
Fi330MC —
YWKE
H-w020
Y 502
A&-GLE BALL VALVI_
B-24273
BA94-323WQ
CHF-CK VANE
IR-14247-A
11HHS91• 323
CONNECTORS I COPPER,
STYLE 110
GRP JOIXT
EXPANSION CONNECT10N
Ec 23
NOTE:
ROMAC 101H SMALL REPLACE MUELLER FOR PIPE
DIAMETER LIP TO B"
S F H BLAIR 317, FORD 1=C 202 OR RflMAE 207N SHALL
REPLACE MUELLER FOR PIPE DIA, 12" AND UP
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL ANION COUNTY, N-C. SFVF CONNECTUN
N.T.S.
NOTES:
FOR PVC -- USE SDR 35 FOR 10 FT. OR LESS.
USE SDR 26 FOR 10 FT. OR MORE.
I
GRAVITY SEWER - BEDDING DETAIL
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
UNION) COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N-C,
GENERAL NOTES:
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 5OW ERT, STANDARD LID FOR 60W ERT)
2) BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET,
3} METER AND ERT BY UNION COUNTY P PREVAILING RATE
14 GAUGE STRANDED 8" to 10"
BLUE COATED COPPER
TRACER WIRE ANGLE VALVE
WITH LOCK WINGS)
EXPANSION
CONNECTOR
1 1/2"
CLEARANCE O
TUBING CON
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C. MET f

INTO FIANHOLF WITH 5/0" DIAMETER ICWIK BOLT STUD ANCHOR SYSTEM, [U.S, FOUNDRY - 559, VULCAN - 1384 OR EOUALI �
HILTI BRAND OR APROVED E1lUAL.
STAKARD DETAIL
UNIQhI COUNTY Pl7BLl1' OR�CS DfPAR 7- f�EENT
UNION COUNTY, N.C_
,
SCALE
RINC & [OVFLR DATE
NOTES: ESMT/R/W LINE 4" CLEAN
OUT EXTENSION
TO BE
LOWERED
AFTER
1. THE CLEAN -OUT SHALL BE ADJUSTED TO GRADE CONNECTION
TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON
CONNECTION TO THE TAP.
I
4"x4"x8' (MIN) POST TO BE
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE
REMOVED AFTER CONNECTION
PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE 24" CONCRETE
TO BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR I MIN
LATERAL FROM THE 4" STUB OUT, I I
RING I I
(SEE NOTE
G FINISHED GRADE
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1 I
OR OPTION 2, SHALL BE INSPECTED AND APPROVED \717,/\BY UNION COUNTY PLUMBING INSPECTOR UNDER A ��\i�\'\/� /i
�A
VALID PLUMBING PERMIT.
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS 4" PVC FEMALE
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR W/SHC.
3.0
WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG
MIN
5. LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED. 4" SCH. 40 PVC
4" SCH. 4D - 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED
✓ice_
BY BUILDER'S PLUMBER.
__�
TO BUILDING
�i
4" SCH, 40 PVC NIPPLE. IF ADEQUATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES DEPENDING ON TO BUILDING'S FLOOR
OPTION 2
DEPTH OF SEWER MAIN TO ELEVATION (SEE NOTE 2)
TO BUILDING (SEE NOTE 3)
MINIMIZE ADDITIONAL BENDS.
BY PLUMBER
4" SCH. 40 COMBINATION WYE
OPTION 1
DISTANCE VARIES
(SEE NOTE 3)
SDR 35 PVC Bx8x4 WYE
----_—
INSTALL ROTATED 450 FROM
— — — —
THE SPRING LINE 1% MIN. SLOPE
12"
SPRING LINE
45°
4" SCH. 40
GRAVITY SEWER MAIN
PVC CAP ON
(SEE SPECIFICATIONS)
4" STUB OUT
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT
SCALE
UNION COUNTY, N.t,
SEWER ATERA
N.T.S.
DATE:
2/19-14
ANCHORAGE SCHEDULE
11 1/42 BEND
22 1/22 BEND
452 BEND
902 BEND
I TEE
ITEST PRESSURE
PIPE SIZE
(P.S.I.)
L
H
L
I
L
H
L
H
L
H
6„
1,3„
TO
2'3"
1,0"
2,6"
1'6"
2,9„
1'6"
2'0"
1'6"
200
1,6„
1'r
n„
1w,
�'r
1,6"
u0„
1w,
�1011
1,6"
�00
5 FT CIIAIIETE MANKILE 75 SECOPIDS
6 FT. DIANETE MANHOLE = 94 SECONDS
FT. DIAMETER MArfHaLE _ 105 SECDRDS
E FT. DIAMETER MANHOLE _ 1211 SECDNDS
10 FT. DIAHETER MANHOLE = 150 SECONDS
UPON TEST FAILURE. THE EGNTRAETOR SHALL REP AIP ALL LI
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNITY N.t.
NOTES:
1, NO PIPE SHALL BE SUPPORTED BY BELL.
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPO
3. WALL THICKNESS AS PER TABLE UNLESS OTHEF
4, MASONRY SEAL AT ENDS -- 2" x 4" WEEP HOLE
S. ALL PRESSURE PIPES TO HAVE TRACING WIRE IP
LIJ�ICI�[[lll�l��'llJ:l�[�ri7C1:+�:1�]e1C�151�►11
UNION COUNTY, N.C.
EXISTING
WATFR MAIN �,

\11-2" PVC
AND A METER SET,THE APPROPRIATE
REDUCED PRESSURE ASSEMBLY SHALL
INSTALLED BY THE CONTRACTOR PER
DETAIL 24A.
7A
�1
JOINT DIP
31
UNION COUNTY PUBLIC WORKS DEPARTMENT STANUARD DETAIL
SCAIrE:
UNION COUNTY, N.C. PIPE B E P D 6 DATE
11-17
N11TE;
1, MAXIMUM GROUND SLOPE [IF 5' TO V IN ANY
DIRECTION INSIDE WATER/SEWER EASEMENTS,
2, SLOPE GREATER THAN 5' TO I' MUST HAVE
PRIOR APPROVAL FROM UNION COUNTY PUBLIC
WORKS,
FINISHED GRADE
5"
VARIABLE R/W
WATER ER
' SEWER MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SEALS=
UNION COUNTY, N.C. N-T-S-
5:1 SLOPE z -�a 32
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY N.0 1RF
NOTES:
1. REFER TO UNION COUNTY WATER AND SEWE
SPECIFICATIONS, UNION COUNTY WATER AN[
EXTENSION POLICY, AND U.C. WATER AND SE
ORDINANCE.
2. OFF -SITE SEWER RIGHT OF WAY TO BE MOWS
DEVELOPER/CONTRACTOR BEFORE FINAL.
3 THE CONTRACTOR SHAI I SHRMIT A SFT OF

4,R
5,160 sq.i
IMM
amz�—;-
ftmm�

MANAGED USE ZONE REPLANTING
8 SF /1000 = 0.008 X 8 TREES = 1
\ 1 TREES REQUIRED
1 TREES PROVIDED
'/ / T. -i' .
EXISTING
_ POND/OPEN
MANAGED USE ZONE REPLANTING
SPACE �
:.':..:.
........:::;�_ cDiv-_:�:1�,''_!��'�;`°:
63 SF /1000 0.063 X 8 TREES 1 . ' .'� >:.::':::..:.:.....,,., .;:.:;,r=:,'-':-�>� U
1 TREES w REQUIRED
1 TREES PROVIDED -'� �.:'....'.:'} -
.:.v::.::...:.....:.�;..�::>�:-:�>;'::r=:�:.:��:..r.:=:::�.;:.:; : •- MANAGED USE ZONE REPLANTING
............. _..::..... ./'''� .: .-: -;' 1643 SF/1000 1.643 X 8 TREES 14
\
....::.... .
..,.. .
U
\ 14 TREES REQUIRED197
Q
U5 14 TREES PROVIDED
<12 012 s9 .ft'
� 11 106 s 9
,.F
t. -
. :........
,w
PROP. 4 PLANTING STRIP
x
:' _.. ... .N.-
1-99PROP. WATER LINE Y
:..,..
'
T P.
..
.:..;. PROP. SANITARY SEWER
13,207 8 58
9
• - ' •-`- °`� � PROP STORM DRAINAGE
�200
v.
N
616 s;..�� :
:
.r-

r!!!!"
/ncca/uncwv~m
:STOREMA
WMAIr� NO I I IN
' MANAGED USE ZONE REPLANTING
51OSF/1OOO=O.51OXOTREES =5
� 5TREES REQUIRED
\ � / 5TREESP�OV�E� . / .
\ ' ' --- PROVIDED
-`-'EX.TREES TOREMAIN
ns'
STOP
21
224
CL
CD
RAN
8
�
'
-
~--EX.TREESTOREMAN
FMW
FUTURE 10[/PUBL|CR8W

0
NTS
- rRB
EXISTINGGRADE
ALL DIA COMPACTED MOUND TO PREVENT TREE
SETTLING (6" MIN HEIGHT)
LIMITTURBANCE
UPRIGHT STAKES EXTENDED TO FIRM BEARING
TREE PLANTING ON A SLOPE
*2X2X8' OAK WOOD STAKES y
*2 STRANDS, 16 GA. DK. AN.
W/RUBBER HOSE kt
16 GA. WIRE TIED TO WIRE
AROUND TRUNK
SAUCER BERM
PREPARED PLANTING MIX
LIMIT OF ROOT BALL
MIN. LIMIT OF MULCH
PLAN
GENERALNOTES
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B).
MINUMUM TREE SIZE IS 2" CAL. (MEASURED 6" ABOVE THE ROOT BALL)'
8" MIN. HEIGHT.
2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING
WIRE OR NYLON TWINE FROM ROOT BALL. AFTER SETTING IN HOLE,
CUT AWAY TOP AND SIDES OF WIRE BASKET, IF ANY.
3. INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVE EXISTING
GRADE.
4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING.
5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
PLACE 4%6" OF SEASONED MULCH OR PINE NEEDLES AROUND BASE
OF TREE, T DIAMETER MINIMUM.
6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH
BURLAP OR TREE WRAP PAPER (OPTIONAL). SECURE NEAR
TOP AND BOTTOM WITH HEMP STRING ONLY.
7. TREE BRACING STRAPS ARE OPTIONAL, USE
POLYPROPYLENE WEBBING ONLY. NO WIRE OR
ROPE TO BE IN DIRECT CONTACT WITH TRUNK.
REMOVE ALL TREE STRAPS AND TRUNK WRAP
AFTER ONE GROWING SEASON.
8. ANY TREE PROPOSED FOR PLANTING ON THE STREET
RIGHT-OF-WAY MUST BE APPROVED IN ADVANCE BY THE CITY
ARBORIST AS TO SPECIES, SIZE AND LOCATION (CITY ONLY).
9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY.
10. MULCH AREA TO BE A MINIMUM 2' RADIUS FROM TREE TRUNK.
m
NTS
MULTI -STEM TREE
I' a
RUBBER HOSE
*2 STRANDS, 16 GA. DK.
AN. WIRE
2X2XB' OAK WOOD STAKES
*TREE WRAPPING
3" LAYER OF MULCH
KEEP AWAY FROM TRUNK V-2"
4" SAUCER BERM
FINISH GRADE
REMOVE TOP 1/3 OR BURLAP
FROM B&B TREES
PLANTING MIX
TAMP SOIL UNDER BALL
TO MINIMIZE SETTLEMENT
EXISTING SUBGRADE
* OPTIONAL
NTS
►lf&
DRIP LINE.
2'k4" STANDARDS + 1"x4" q
RAILS OR ORANGE SAFETY
FENCING MAY BE USED.
TREE PROTECTION DETAIL
MATERIALS
A. TOPSOIL
1. TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTI
ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT OR GRE
2. ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE
CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, F
3. TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGF
NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KN
4. TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN
5. TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE
SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C AS DE'
CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LAND;
6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR
7. TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCUL,
B. MULCH
SHALL BE TWICE SHREDDED HARDWOOD, AGED 1 YEAR.
C. DOLOMITE LIME
SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTA
CARBONATE, FREE OF IMPURITIES, WITH 95 PERCENT PASSING A NUMBER 8 SIEVE AN[
D. SAND
SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUI
E. TRACE ELEMENTS
SHALL BE ADDED AS REQUIRED BY SOILS TEST.
F. SEWAGE SLUDGE
WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SH
STERILE, EPA APPROVED SOIL PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF
BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3 DAYS AT 131 1
AND EXHIBIT THE FOLLOWING CHARACTERISTICS:
PH: 5.6 - 7.7
TOTAL NITROGEN (N) 1.2 PERCENT AVAILABLE
PHOSPHORIC ACID (P205) 1 PERCENT SOLUBLE
POTASH (K20) .25 PERCENT
MICRO -NUTRIENT CONTENT (FE, MN, S, ZN, NI, CU, B)
LOW CADMIUM CONTENT
EPA APPROVAL PATHOGEN DESTRUCTION
G. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND
H. COMMERCIAL FERTILIZER
TO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZE
WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYAP
FERTILIZER.

PROP.
FLAGGER
LOCATION \
'1C
W20-7A
48" X 48"
AIRPORT ROAD PHASE I
WESLEY PARK
PLAT CAB. H, FILE 597
E � OE EX POWER POLE
OE PR/OP- FLAGGER LOCATION
Q + R/ V V GAS—p�nr��
W •t vvV GAS R/W —
Z I
J OF EX RW (TYP)
8+00 OE
9+00
Q 0+0
R/W R/W�r� $� —mot � ,.,
R/W R/W IT
RM/ R/W�A_ Gas U�
R/W R/W
EX RW (TYP)
50' BUFFER --►
I
I I
I I I
AIRPORT ROAD PHASE I
G
A
—� V—GASH
a T —
I AIRPORT ROAD S.R. #1349
• VARIABLE PUBLIC RW
w o _
T T T _
T
X POWER POLE' I —ry Fu— —
—I— R/W of R/W of
100' SHIFTING TAPER OE R/
I _ 100'
I- T -
z
Q Q
U- -j
OOrf,2
ADVANCE WARNING SIGH
SPACING CHART

PROP
FLAGGER
/ LOCATION
S�
PROP.
\L FLAGGER
LOCATION \
W20-7A
48" X 48"
AIRPORT ROAD PHASE II
WESLEY PARK
_ PLAT CAB. H, FILE 597
E OE EX POWER POLE
OE OE PROP. FLAGGER LOCATION
-rAE
CoK■f/f./ ApGAS -4L-
GAS �I
z --
J EX RW (TYP) --
WORK ZONE
Q — 10+00
T T T� T
GAS �
GAS
GAS
R/W R/W R/W R/W—J/JL GA J4C_ GAS As —
R/W R/W R/W R/W —�
EX RW (TYP) by
L.— 50'BUFFER —
I
I I
I I I
AIRPORT ROAD PHASE II
- GAS VV - ou W -
_ s GAS -
_ -� GAS �
T —
I AIRPORT ROAD S.R. #1349
VARIABLE PUBLIC RW
co
w _
T
I
T
M1VV OE R W OE R/
100' SHIFTING TAPER —►
1 _ 100,
z
Q Q
u- -j
OOrf,2
ADVANCE WARNING SIGH
SPACING CHART

GENERAL NOTES
WEDDINGTON ROAD IMPROVEMENTS
PHASE I
TRAFFIC CONTROL PLAN
40 MPH OR LESS LmiN= W x S2
60
45 MPH OR GREATER ",N W x S
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T.C.D.
YYHERE;
SPEED LIMIT FORMULA W = 10 FT
S=55MPH
LmiN=10X55=550FT
L = MIINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
8 = POSTED SPEED LIMIT, OR OFF-PEAK 65 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
DR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH GHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
/ X SANITARY SEWER
MH PROP. RW (TYP)
R/W R/W R/W R/W
R/W
4 EX RW TO BE
X CULVERT ABANDONED
3
FLOODPLAIN
LIMITS
FRANKLIN W. HOWEY, JR.
/ BK. 5905, PG. 571
TAX PIN: 09-402-011A
R/W R/W \ R/W R/W R/W R/W
12.50' /
R/VW - R/W R/" R/W R/W
\ WEDDINGTON ROAD NC. H
\ 1 0 \FUTURE 100' PUBLIC R
PROP. RW (TYP)
R/W R/W R/W
R/W
R/vv K/W
R/W —
12.50'
R/W R/W R/W
R/W
R/W
R/W —
XFH
j—
EX RW TO BE
ABANDONED
_._
WORKZONE
x
w
T T
T
T
T
O FO FO FO FO FO FO FO FO FO FO FO FO— �--F
F O F FO FO-_
OAF v -F OFF. OE OE OE OE O OE nF nG r_oc GAS GAS S GA
GAS GAS GAS GAS GAS G— OES 6A�� OE ��
/ XPOWER GAS GAS GAS -X----X----X----X----X----X----X----x----X----X----X-
X CULVERT _ ��",� POLE R/W R/W R/W _ _ _ X1�/�L— R/di/�— — — —'R/�V R/W R/W R/W R/W R/W R/W R/W R/W
. _ .,,,,, - � o EX RW (TYP) — X— — — — x— — — — X— DICKSON FARMS, LLC � RW (TYP)
s x----
x —x BK. 5960, PG. 102
-� TAX PIN: 06-003-011
(NOW OR FORMERLY)
WEDDINGTON ROAD IMPROVEMENTS
PHASE I
TRAFFIC CONTROL PLAN
ADVANCE WARNING SIGN
$PAGING CHART
z
H �
Q Q
H
L;
LL 00" 2 z

GENERAL NOTES
O
�-
co
PROP. FLAGGER LOCATION
(TY P. )
_I_ 100' SHIFTING TAPER
—BL�L OE -- FNi
DICKSON FARMS, LLC
BK. 5960, PG. 102
TAX PIN: 06-003-011
(NOW OR FORMERLY)
PROP. FLAGGER LOCATION
(TY P. )
— R/W R/W R/W
)E OE
EX RW (TYP) >E
WEDDINGTON ROAD IMPROVEMENTS
PHASE
TRAFFIC CONTROL PLAN
R/W R/W R/W li,
WEDDINGTON ROAD IMPROVEMENTS
PHASE
TRAFFIC CONTROL PLAN
>T JOHN'S FOREST HOA
BK. 6787, PG. 862
TAX PIN: 09-402-309
WEDDINGTON ROAD NC HWY 84
FUTURE 100' PUBLIC RW
SECREST GROVE
BAPTIST CHURCH INC
BK. 5573, PG. 366
TAX PIN: 09-405-014
(NOW OR FORMERLY)
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNEUIZATION TAPER F
WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS LMIJ W x SZ
60
45 MPH OR GREATER LMzN W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED I
OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, COh
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
- R/W R/W --� R/W
HELM'S LEON
<. W13E, PG. 0023
�X PIN: 09-405-015
'W OR FORMERLY)
ADVANCE WARNING SIGN
SPACING CHART

WEDDINGTON ROAD IMPROVEMENTS
PHASE II
TRAFFIC CONTROL PLAN
GENERAL NOTES
FLOODPLAIN
LIMITS
FRANKLIN W. HOWEY, JR.
/ BK. 5905, PG. 571
TAX PIN: 09-402-011A
R/W R/W R/W R/W R/W R/W
12.50' /
R/VW - R/W R/W R/W
Ai
14+00
WEDDINGTON ROAD NU. HWY M
15+00 FUTURE 100' PUBLIC RW 16+00
PROP. RW (TYP)
R/W R/W R/W R/W R/vv K/W R/W —
12.50'
R/W R/W R/W R/W - - R/W R/W -
EX RW TO BE
EXFH ABANDONED
17+00
18+00
40 MPH OR LESS LmiN= W x S2
60
45 MPH OR GREATER ",N W x S
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T.C.D.
YYHERE;
SPEED LIMIT FORMULA W = 10 FT
S=55MPH
LmiN=10X55=550FT
L = MIINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
8 = POSTED SPEED LIMIT, OR OFF-PEAK 65 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
DR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH GHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
/ X SANITARY SEWER
MH PROP. RW (TYP)
R/W R/W R/W R/W
R/W
4 X CULVERT ` EX RW TO BE
— ABANDONED
bc) W
.l
13+00
12+00
/ XPOWER GAS' GAS � GAS -X----X----X----X----X----X----X----X----X----X----X-
X CULVERT POLE R/W R/W R/W _ _ _ X1�/L- R/di/�- - - -'R/�V R/W R/W R/W R/W R/W R/W R/W R/W
EX RW (TYP) - X- - - - x- - - - X- EX RW (TYP)
DICKSON FARMS, LLC
X -x BK. 5960, PG. 102
-� TAX PIN: 06-003-011
(NOW OR FORMERLY)
WEDDINGTON ROAD IMPROVEMENTS
PHASE II
TRAFFIC CONTROL PLAN
ADVANCE WARNING SIGN
$PAGING CHART
z
H �
Q Q
H
L;
LL 00" 2 z

GENERAL NOTES
PROP. FLAGGER LOCATIOI
(TY P.
I
=32I78-
I
100' SHIFTING TAPER
—BL�L OE - Rim
c,
DICKSON FARMS, LLC
BK. 5960, PG. 102
TAX PIN: 06-003-011
(NOW OR FORMERLY)
E R/W R/W R/W f R/W
OE EX RW (TYP) )E
WEDDINGTON ROAD IMPROVEMENTS
PHASE II
TRAFFIC CONTROL PLAN
WEDDINGTON ROAD IMPROVEMENTS
PHASE II
TRAFFIC CONTROL PLAN
R/W li,
>T JOHN'S FOREST HOA
BK. 6787, PG. 862
TAX PIN: 09-402-309
WEDDINGTON ROAD NC HWY 84
FUTURE 100' PUBLIC RW
SECREST GROVE
BAPTIST CHURCH INC
BK. 5573, PG. 366
TAX PIN: 09-405-014
(NOW OR FORMERLY)
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNEUIZATION TAPER F
WHERE:
r
SPEED LIMIT FORMULA
40 MPH OR LESS LMIJ W x SZ
60
45 MPH OR GREATER LMzN W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED I
OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, COh
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
- R/W R/W --- R/W
HELM'S LEON
t. W13E, PG. 0023
�X PIN: 09-405-015
'W OR FORMERLY)
z
Q �
/ Q
Q 4 �
% ae' V
aocns
ADVANCE WARNING SIGN
SPACING CHART

wa-
Q
zQry
NCO NCO QOC4 DOC4 (OC4 MC4 MC4 OC4 OC4 O O O O N N M M M M O O 0 6
C4 C4 M M N N O O O O O O O O O O O O O O O O O O In Lf
O O O O I— I- co co O O O O O O O O O O O O O O O O O O O IX
M M M M M M M M M M M M M M M M M M M M M M M M M M M cr
C4 C4 C4 C4 CO CO CO CO co co C4 C4 C4 C4 C4 C4 co (f
3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+51
JOHN MICHAEL SECREST
DB 1126, PG. 241
TAX # 09-402-11 A
(NOW OR FORMERLY)
NER POLE
- OE OE JE - UE OE
— GAS GAS — — GAS /W GAS R/W GAS R/ SAS 'RA/
R/W — -RIW fV RVV
' — GAS � GAS GAS �1J
GAS GAS
R/W RIW RAN
w
FRANKLIN W. HOWEY, JR.
BK. 5905, PG. 571
TAX PIN: 09-402-011A
ui
ui
� s
c
a
C
AIRPORT RD (NC 1349)
(STA 0+00 TO STA 11 +80)
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
WESLEY PARK
PLAT CAB. H, FILE 597
X POWER POLE 1�c -
OE OE OE OE OE EX POWER POLE
OE OE -\
GAS � — GAS — GA GAS GAS — — AS W RAN -GSM/ GAS R� GAS R/VV OF
GAS M
AS r_
�VV ARID— AS — —� - GAS
AIRPORT ROAD SR #1349
VARIABLE PUBLIC RW
rTT -7--7-7-7-iT T-7-7-7-7 ii i i . ,-Z
��c GAS GAS -
GAS GAS GAS
R/W R/W
T, ,
= GAS GAS AS
R/W R/W R/W
PROF
EXIST
7- =
R/W R/W — GAS If R/W R/W R/"
I I �
I I �
I I �

nn
I
XISTING 48" RCP
NV=607.90
(4
0o
(o
(4 (4
N
0o r-
(o (o
(4 N
N 0f�
ti (o
(o (o
N M
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R/W - R/W R/W
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— W W W W -
CQiI� �Qt�i �iI� '�•'�i,
WEDDINGTON RD (NC 84)
(STA -0+30 TO STA 9+50)
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE- 1" = 4'
R/W - III R/W
12.50'
R/W t
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. . . . . . .. . . . . . .. . . . . . .. . . . . . . .a
3+00 A+nn U
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—900
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C• �11 ��1 Q�l, ART(
PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO
INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM
2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK
INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER
ELEVATION THAN THE PROPOSED SIDEWALK LOCATION.
R/W R/W
R/W R/W
CULVERT
REMAIN
W �W
— WEDDINGTON RO)
FUTURE 100' P
R/W _RjW
v
R/W R/W R/W
R/W
NC HWY 84
LIC RW —+77
—
FRANKLIN W. HOWEY, JR.
BK. 5905, PG. 571
TAX PIN: 09-402-011A
E•'eff.11mll IIIIIIIIIIII001mli
RM _ _ R/Vv
R/W
T,
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EX TELECOMMUNICATION --
f U� i �p�rv�F((��_LINE TO REMAIN �u i
GAS GAS GAS GAS GAS GAS FO G FO- GAS CULVERT GAS GA$' �,T �F(�A EX POWER POLE
WOE_ R/WpE R/WoE R/W OE R/W OE— R/W E R/W OE TO REMAIN _ = � - -OOE—x / R/W �— R1WGA—s�� GAs _ G� �O C�
—x----x----x----x----x--- x-------x----x—----x---- �V�� FOB
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EX FENCE TO
REMAIN GAS FO
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DICKSON FARMS, LLC
PROP Rw (TYP)
R/W
Ex ABANDON TO BE R/�/
ONEp ?,- lo�'jEX PH
BK. 5960, PG. 102
TAX PIN: 06-003-011E
(NOW OR FORMERLY)

X CULVERT
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0 00 fl-
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fl- CO
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IT
CO CO
CO M
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00 M
M M
CO C4
N
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M M
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M
CO CO
M
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CO CO
M M
d7 (�
Lo
CO CO
M CO
(� N
Lo ��
CO CO
CO In
N CO
00
CO CO
1+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
WEDDINGTON RD (NC 84)
(STA 9+50 TO STA 16+50)
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
FLOOD
PLgIN /
LIMITS
PROP. RW (TYP)
1 R/W R/W R/W R/W R/W R/W �
1 RIW / 12.50'
2.50' X SANITARY SEWER MH
V R/W EX RW R/W TO BE R/W R/W R/ ` R/W
CULVER ABANDONE=
OE T ._TWIT I__F 1 1 1 1 TI I I II- T1 T
Lo
1p
00
15+50 16+00 16+50
R/W R/W R/W
R/W 7 --
WEDDINGTON ROAD NC HWY 84
FUTURE 100' PUBLIC RW
R/W R/W
605
Bort
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R/W
R/W R/W
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R/VV_ -RPff — — —'fit%�/ R/W R/W R/W - PROPOSED GL
As �
EXRW(TYP)
x----x----x----x
x----x--
x----x----
s
PROFILE LEGEND
EXISTING GROUND — —
PROP. 5' CONCRETE SIDEWALK. CONTRACTO
INSTALL MATCHING EXISTING GRADE WITH A
2% CROSS SLOPE. CONTRACTOR TO STOP SI
INSTALLATION WHERE WEDDINGTON ROAD I;
ELEVATION THAN THE PROPOSED SIDEWALK

i
EXISTING 15" RCP
I NV=625.02
CO
CO
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M
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M M
M M
19+50 20+00 20+50 21+00 21+50
WEDDINGTON RD (NC 84)
(STA 16+50 TO STA 25+00)
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
22+00 22+50 23+00 23+50
I
PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO
INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM
2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK
INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER
ELEVATION THAN THE PROPOSED SIDEWALK LOCATION.
1� 'J___�
____ _
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12.50'
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EX TELECOM STRUCTURE TO B
RELOCATED. CONTRACTOR TO
COORDINATE WITH UTILITY COMPANY
FOR RELOCATION
EX 15" RCP
ri
I
I
625 I
I
I
620 I
1
615
M
00
M
24+00 24+50 25+00
PROP. RW (TYP)
R/W R/W R/W R/W
T
vv
EX RW TO BE
ABANDONED �My, _
Boa _ WEDDINGTON ROAD NC HWY 84 —
FUTURE 100' PUBLIC RW
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
FH
PROFILE LEGE
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w
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AS GAS GAS GAS G.,� ,;AS GAS GAS GAS r_A rpc rAs GAS GAS GAS —
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R/W R/W R/W PA! R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R,
EX RW (TYP)
DICKSON FARMS, LLC
BK. 5960, PG. 102
TAX PIN: 06-003-011

'CIIIJ I IIVIi
kiMUUNU
N
I >
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EXISTING 30" RCP
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I NV=633.10
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M
IT
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O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
27+50 28+00 28+50 29+00 29+50
WEDDINGTON RD (NC 84)
(STA 25+00 TO STA 33+00)
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
N (TYP)
R/W R/W
R/W R/W —
0TOBE �\
NDONED
30+00 30+50 31+00 31+50 32+00 32+50
U
/I
PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO /
—INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM /
2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK
INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER i
ELEVATION THAN THE PROPOSED SIDEWALK LOCATION. UGP —
PROP. RW (TYP)
R/W R/W R/W R/W LR/W b o b
e, 0 5
12.50'
R/W R/W R/W R/V" R/W R/W R/W R/W R/W R/W — R/W
ui
EX RW TO BE
haN `-A� \ WT— T W T W T WO ABANDONED
I III\ 1—I I F-T—I—fT I' I I I I I I I' I I I I
T
WEDDINGTON ROAD NC HWY 84
�1 FUTURE 100' PUBLIC RW
b
32+78
635
C:�il]
625
33+00
46
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e
p
T T \ % \ T T
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1S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
OE OEx— — — OE OE OE OE OE OE OE OE OE
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Rf1� x �— �x—
P) DICKSON FARMS, LLC EX RW (Typ) O R/W pE
BK. 5960, PG. 102
TAX PIN: 06-003-011
PROFILE LEGE
EXISTING GROUP

R/W
R/W
J
FRANKLIN W. HOWEY, JR.
BK. 5905, PG. 571 /
TAX PIN: 09-402-011A
R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W — R/W � R/W � R/W PROP Rw(NP) ����
R/W R/W R/W PROP. STOP BAR (TYP.)/
W W W W v W W PROP. STOP SIGN (R1-1)
Ta T T T T— TiT All, p_rNBE vv _
3+00 WE
DDINGTON ROAD NC HWY 84 ®�®5+00 - - - 6+00 T — Ed
00' TAPER FUTURE 100' PUBLIC RW - - - - 7+00 T _
- - - - _250.00' TAPER �— - w
-
-
T _ _ 8+00
��
T T T —SEX TELECOMMUNICATION
D O FO FO—FO_�FO�FO�rn LINE TO REMAIN �� �
GAS GAS- n
FO�FO GAS s �r
GAS AS GAS GAS GAS GAS R/W �A DGq��Q Gq� OE
R/W R�W R/W R/W R/W R/W — Rlk�- x �— R/W�, G?
O-- OE OE- E OE -�� ��- -----X---- �/W
-x----x----x----x--- x-------x----x- x----x---
EX POWER POLE - - -x - DICKSON FARMS, LLC
BK. 5960, PG. 102
TAX PIN: 06-003-011E
(NOW OR FORMERLY) PROP. WHITE 3'-9'/SP MINI -SKIP LINE
(REFER TO NCDOT #1205.05 FOR- -
TURN LANE MARKING GUIDANCE)
J
R/W
- GAS -
-
REMAINCE TO
PROP. WHITE LANE LINE (PROP. TURN LANE BAY)
(REFER TO NCDOT #1205.05 FOR TURN LANE
MARKING GUIDANCE)
PH - R/w
STO�GESE
9
PROp
RivyGUI A�DRAIL (TYP FO
EX RW (7Yp) - Q! vvk GAS
PROP. YELLOW CENTER LINE
(REFER TO NCDOT #1205.05 FOR TURN
LANE MARKING GUIDANCE)
GENERAL NOTES:
1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
SPECIFICALLY EXEMPTED BY THESE PLANS.
T-
GA
R/w `
PROP. TURN Al
(REFER TO NCI
FOR TURN LAN
GUIDANCE)
COOR

TAX PIN: 06-003-011 PROP. YELLOW CENTER LINE
PROP. TURN ARR
NOW OR FORMERLY (REFER TO NCDOT #1205.05 FOR TURN
(REFER TO NCDO
LANE MARKING GUIDANCE) LANE MARKING G
Q
0
how
colij c M
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UGP �2M2
�. HOWEY, JR. — OGQ p a
i, PG. 571 ,` m
)9-402-011A / c
R/W R/W R/W
R/W R/W R/W
W T W T
T T
R/ R/W R/W /
R/F— 11
W R/W R/W
Lu
W WV
32+00 32+78
WEDDINGTON ROAD NC HWY 84
FUTURE 100' PUBLIC RW
aS GAS GAS GAS GAS r V GAS r V GAS r V
OE * R{W OE aua� OE R, x OE —R —
D/jai �— Rini o W of R�
PROP. WHITE LANE LINE (PROP. TURN LANE BAY)
(REFER TO NCDOT #1205.05 FOR TURN LANE
MARKING GUIDANCE)
WEDDINGTON ROAD IMPROVEMENTS
SIGNAGE AND STRIPING PLAN
GENERAL NOTES:
1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
SPECIFICALLY EXEMPTED BY THESE PLANS.

1 ANU LUUA I IUN 1
(TO REMAIN)
EX. WATER LINE ASSUMED DEPTH,
(TO REMAIN) SIZE AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
-30 -20 -10 0 10 20 30 40
AIRPORT ROAD - 0+50.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
0.57'
23.46'
o'
(D
z
PROP 12.00'
EX 12.02'
z
c~i)
TRAVEL LANE
TRAVEL LANE
~
co
XI
W
I
wl
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W
I
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13.74%oo
— — -
25 g5ui
/
5.26% —�
N
�'
(O
----
1.32% —►
PROP. 1.5" MILL
EX. FIBEROPTIC LINE
PROP. FULL DEPTH
& OVERLAY (TYP)
(TO REMAIN)
ASPHALT (TYP)
ASSUMED DEPTH,
SIZE AND LOCATION
EX.
TELECOMMUNICATION
LINE (TO REMAIN)
EX. GAS LINE
ASSUMED DEPTH, SIZE
(TO REMAIN)
AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
-30 -20 -10
[o]
AIRPORT ROAD - 1 +00.00
PROP WIDENING EXISTING PAVEMENT WIDTH
2.28' 23.22'
CD
PROP 12.00' PROP 12.00'
TRAVEL LANE '�� TRAVEL LANE
w I 3.10'
TAPER LANE
10
20
ce
PROP WIDENING
1.60' o'
CD
z
I LU
I
40

ASSUMED DEPTH,
SIZE AND LOCATION
-20 -10 0 10 20 30 40
-J 620
50
AIRPORT ROAD - 2+00.00
PROP
WIDENING
EXISTING
PAVEMENT WIDTH
PROP WIDENING
7.12'
23.58'
1.45'
PROP
12.00'
PROP 12.00'
z
' TRAVELLANE
'
8 14' ' TRAVELLANE
z
co
TAPER
LANE
co
X I
X
LU
I
LU
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a
O
w
a
a
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a
w
a
w _
a a
N
w d
M N
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N
06
ul
M
�— 4.92% o 0 9.45%
rn v o
rn o
9.17%
v
(MO
v M o v
M M
(O M O
_ _ - - _ _ _ -
—J
O
---
1.58%
PROP. 1.5" MILL
& OVERLAY (TYP)
PROP.
FULL DEPTH
PROP. ASPHALT
(TYP)
GRADE
EX. WATER LINE
(TO REMAIN)
EX. GAS
LINE
EX. TELECOMMUNICATION
ASSUMED DEPTH,
(TO REMAIN)
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED
DEPTH,
ASSUMED DEPTH, SIZE
SIZE
AND LOCATION
AND LOCATION
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
-20
-10
PROP WIDENING_
' 10.37'
O PROP 12.00'
z
TRAVELLANE
co
0
AIRPORT ROAD - 2+50.00
10
20
KE
EXISTING PAVEMENT WIDTH PROP WIDENING
22.60' 1.11' o'
PROP 12.00' O
TRAVELLANE z
10.07' �
TAPER LANE I w
40
650
640
630
620
50
650

k I V RCIVIHI IV) I
ASSUMED DEPTH,
SIZE AND LOCATION
-30
-20
-10
0
10
20
30
40
J 620
50
AIRPORT ROAD - 3+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
9.38'
22.71'
3.91'
0
PROP 12.00'
PROP 12.00' PROP
12.00'
O
Z
TRAVELLANE
TURN LANE TRAVELLANE
z
co
co
LU
X
W
I
W
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a
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w
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a
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w
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�
1 12.83% �_
°
M M M
1
635.80 (22.00)
--�
°
635.14(23.92)
--_------
T
PROP. 1.5" MILL
PROP.
1
& OVERLAY (TYP)
GRADE
1
PROP. F7DEPTHM'la
I
ASPHALT (TYP)
1
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. GAS LINE
EX. WATER LINE
EX. FIBEROPTIC LINE (TO REMAIN)
(TO REMAIN)
(TO REMAIN) ASSUMED DEPTH,
ASSUMED DEPTH,
ASSUMED DEPTH, SIZE AND LOCATION
1
I
SIZE AND LOCATION
SIZE AND LOCATION
I
-30
-20
-10
PROP WIDENING
8.29'
z PROP 12.00'
F_ TRAVELLANE
U)
X 1
W
0
AIRPORT ROAD - 4+00.00
_EXISTING PAVEMENT WIDTH
22.40'
PROP 12.00'
TURN LANE
10
20
PROP WIDENING
5.31'
PROP 12.00' ol
TRAVELLANE
30
C�
z
co
I x
W
40
650
640
630
620
50

-30
-20
-10
9
10
c
30
40
J 620
50
AIRPORT ROAD - 5+00.00
PROP WIDENING
7.25'
EXISTING PAVEMENT WIDTH
PROP
WIDENING
22.72'
5.77'
O
PROP 12.00'
PROP 11.74' PROP
12.00'
O
TRAVELLANE
TURN LANE TRAVELLANE
x
X
X
LU
LU
a
O
a
O
w
w
N
O
M
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p N
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0
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W W
M
M
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CONNECT TO
Mo
ONSITE PAVING
— — —
I
7 49%
I �— 1.38%
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. FIBEROPTIC
LINE
EX. TELECOMMUNICATION
(TO REMAIN)
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
ASSUMED
DEPTH,
LOCATION
SIZE AND
AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
I
I
SIZE
AND LOCATION
I
I
-30
CD
z
X
LU
-20
PROP WIDENII
7.49'
JG ,
PROP 12.00'
' TRAVELLANE
a
O
W
0-
0 a
a w
-10
E
AIRPORT ROAD - 5+50.00
—EXISTING PAVEMENT WIDTH
22.51'
11.99'
TAPER LANE
10
20
PROP E
E
PROP 12.00'
TRAVELLANE
a
O
W
0-
E, O
0 a
VIDENING
.00'
30
40
650
640
630
620
50
650

-20
-10
0
10
20
30
40
J 620
50
660
AIRPORT ROAD - 6+50.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
PROP
WIDENING
7.19'
22.81'
6.00'
�
PROP 12.00'
PROP
12.00'
O
'
TRAVELLANE
TRAVEL LANE
z
PROP
12.00'
TURN
LANE
I
X
LU
a
O
a
O
I
w
w
a
a p
a w
w a
ao 0
o n
o ro
co o ,n
r r
a0 ro
r
16,
— — — — —0 /
0 0
0 0 0
0 0 000
coo
�o ono
2.54% —►
638.71 (22.57) ---
---------
I
---------
PROP. 1.5"
MILL
& OVERLAY (TYP)
EX. GAS LINE
(TO REMAIN)
PROP.
FULL DEPTH
ASSUMED DEPTH,
ASPHALT (TYP)
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX.
FIBEROPTIC LINE
(TO REMAIN)
EX. WATER LINE
ASSUMED DEPTH,
AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
SIZE
SIZE AND LOCATION
I
I
-20
-10
PROP WIDENING
7.1 '
PROP 12.00'
0
AIRPORT ROAD - 7+00.00
EXISTING PAVEMENT WIDTH
22.81'
10
20
,PROP WIDENING
6.00'
30
40
650
640
630
620
50
650
PROP 12.00'

-30
-20
-10
0
10
20
30
40
J 620
50
650
AIRPORT ROAD - 8+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
5.02'
24.70'
6.28'
o'
PROP 12.00'
PROP
12.00'
O
' ' TRAVELLANE
' TRAVELLANE
z
PROP 12.00'
TURN LANE
I
x
LU
I
639.
2 (-12.98) (EOP)
o 00 00
`9
(11.72) (EOP)
639.03 (-18.00) (PROP.
EOP)
o_ o
n M o
0 0 0
Z638.76
8.51 %
0 0 of M M M
5.79%
—
I
2.00% —►
PROP. 1.5" MILL
& OVERLAY (TYP)
PROP. FULL
DEPTH
ASPHALT
(TYP)
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. TELECOMMUNICATION
SIZE AND LOCATION
LINE (TO REMAIN)
C�
ASSUMED DEPTH, SIZE
AND LOCATION EX. FIBEROPTIC
LINE
(TO REMAIN)
ASSUMED
DEPTH,
SIZE AND
LOCATION
EX.
WATER LINE
(TO
REMAIN)
ASSUMED DEPTH,
SIZE
AND LOCATION
I
I
-30
-20
PROP WIDEI
3.95'
JINGO
-10
PROP 12.00'
TRAVELLANE
0
AIRPORT ROAD - 8+50.00
EXISTING PAVEMENT WIDTH
26.22'
PROP 12.00'
TURN LANE
10
PROP 12.00'
TRAVELLANE
20
, PROF
WIDENING
5.83'
30
40
640
630
620
50
1 650

SIZE AND LOCATION
I
I
-30
-20
-10
0
10
20
30
40
J 620
50
650
AIRPORT ROAD - 9+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
7.19'
22.81'
6.00'
PROP 12.00'
PROP
12.00'
O
' ' ' TRAVELLANE
TRAVELLANE
z
PROP 9.11' PROP 2.89'
TAPER LANE TURN LANE
XI
LU
a
I
O
638.26 (-16.
0) (EOP)
o o
0 �
w
�
N
rovn
637.83 (18.00) (PROP. EOP)
638.16 (-18.00) (PROP.
OP)
Mo m m
rn
5.29%
638.01 (23.02)
f— 5.90%
— — — — — —
— — — — — — — — — —
— — — — — — — — — —
—
6.10%
637.67 (22.00)
PROP. 1.5"MILL
& OVERLAY (TYP)
I
PROP. FULL DEPTH
EX. GAS LINE
REMAIN)
(TOASPHALT
(TYP)
ASSUMED DEPTH,
AS
SIZE AND LOCATION
EX. TELECOMMUNICATION
I
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. WATERLINE
SIZE AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
I
-30 -20 -10 0 10
AIRPORT ROAD - 10+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH
7.19' 22.81'
PROP 12.00'
TRAVELLANE
PROP 4.45' PROP 7.55'
TAPER LANE TURN LANE
PROP 12.00'
TRAVELLANE
20
PRO[
WIDENING
6.00'
C�
z
co
XI
LU
I
I
W
40
640
630
620
50
650

PROP. FULL DEPTH
ASPHALT (TYP)
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH,
c SIZE AND LOCATION
I
ASSUMED DEPTH, SIZE
EX. FIBEROPTIC LINE
AND LOCATION
(TO REMAIN)
EX. WATER LINE
ASSUMED DEPTH,
(TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
I
I
-20 -10 0 10 20 30
iI
630
J 620
50
650
AIRPORT ROAD - 11 +00.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
PROP WIDENING
0.30'
34.82'
0.16'
z_
PROP 11.53'
EX 11.75' z
'
' TRAVELLANE
TRAVELLANE�
EX 12.00'
co
LU I
TURN LANE
x
I
o
LU
I
0
o
o o
636.05
(17.51) (EOP)
636.38 (-17.32) (EOP)
o
m
36.04
(17.66) (PROP. EOP)
L
636.36 (-17.61) (PROP. E
P)
3 38°/
=
- - -
- 3.81%
- -
f- 4.35%
_ _
_------
-- 10.61%��
PROP.
1.5" MILL
--
---------
�j.48%
& OVERLAY
(TYP)
PROP. FULL DEPTH
I
ASPHALT (TYP)
I
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
EX. WATER LINE
AND LOCATION
EX. GAS LINE
(TO REMAIN)
(TO REMAIN)
EX. FIBEROPTIC LINE ASSUMED DEPTH,
ASSUMED
DEPTH,
(TO REMAIN) SIZE AND LOCATION
SIZE
AND LOCATION
ASSUMED DEPTH,
I
SIZE AND LOCATION
I
-30
-20
-10 0
AIRPORT ROAD - 11 +50.00
EXISTING PAVEMENT WIDTH
34.99'
EX 11.18'
' TRAVEL LANE
10
EX 11.35'
TRAVEL LANE
20
30
40
640
630
620
50
650

NOTE:
1. ALL LANE WIDTHS FOR LANES ARE TAKEN FROM
EDGE LINE TO EDGE LINE.
—30
—20
—10
A
10
20
30
40
WEDDINGTON ROAD N - 0+50.00
EXISTING PAVEMENT WIDTH
24.98'
CD
EX 12.53' EX 12.10'
I z
ol
TRAVELLANE TRAVELLANE
C/)
I X
LU
E
O
E
O
w
0
w
�
N
o
v
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N
M
61
7
61
N
f— 2.69% 3.99% — -
N
33g5°�0 —�—�
—�--------------�
_� 3034%
o
------
— — — — — —
��
\\ 396 0
o
EX. TELECOMMUNICATION
LINE (TO REMAIN)
EX. FIBEROPTIC LINE
ASSUMED DEPTH, SIZE
(TO REMAIN)
AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
EX. WATER LINE
ASSUMED
DEPTH, SIZE
AND LOCATION
EX. GAS LINE
(TO REMAIN)
AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
I
I
—30 —20 —10 0
WEDDINGTON ROAD N - 1+00.00 1
10
20
30
40
PROP WIDENING
0.59'
PROP 12.00'
TRAVELLANE
EXISTING PAVEMENT WIDTH
24.82'
PROP 12.00'
TRAVELLANE
PROP WIDENING
0.71'

EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
-30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD N - 2+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
1.56'
24.91'
1.96'
PROP
12.00' PROP 12.00'
TRAVEL
LANE TRAVEL LANE
z
PROP 4.42'
TAPER LANE
E
co
a
w
I W
w
E a
n
r� co
N
M
c.i o rn
N
W &
a
v
con
(N
6) 0) a0
of of of
N 61
N
PROP.
GRADE
M 61
o °
_ _
o O
— 1.34 /o 6.82%
a0 N
6 O
6
617.66 (-32.51)
_
~
PROP. 1.8' MILL
& OVERLAY (TYP)
�
_
f— 0.96% _
_ _ _ _
616.47 (-28.
PROP. FULL
4)
DEPTH ASPHALT
—
(TYP)
616.47
-26.94)
EX. FIBEROPTIC LINE
(TO REMAIN)
EX. TELECOMMUNICATION
ASSUMED DEPTH,
EX. TELECOMMUNICATION
LINE (TO REMAIN)
SIZE AND LOCATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
ASSUMED
AND LOCATION
DEPTH, SIZE
AND LOCATION
EX. TELECOMMUNICATION
1
EX. GAS LINE
EX. WATER LINE
LINE (TO REMAIN)
(TO REMAIN)
(TO REMAIN)
ASSUMED DEPTH, SIZE
ASSUMED DEPTH,
ASSUMED DEPTH,
AND LOCATION
SIZE AND LOCATION
SIZE AND LOCATION
I
I
I
-30
-20
-10
0
WEDDINGTON ROAD N - 2+50.00
10
20
30
40
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
2.23' 24.66' 2.69'
PROP 12.00' PROP 12.00'

-30
-20
-10
PROP WIDENING
3.32'
PROP 12.00'
TRAVELLANE
10
20
30
J I
PROP WIDENING
4.03'
PROP 12.00' z_
TRAVEL LANE F
CD
X
LU
I
a
w
a a
a O O
O w w
a� a a
a
o N o o n w w
o a
00 c0 v M 00 67270
6 N o r
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00
O N c0 (0 O O v
6.53%
M M PROP. n o 0 3.52% oo
ro � GRADE
N N
\ Jr.
co �n o) / PROP. FULL DEPTH ASPHALT \ Z�0
��9�°I° (TYP) 7PROP.ILL \
&OVERLAY (TYP) �\ -.-a---°— ----------
/r \ — 3.78/o
\ — — — _ — — —
EX. FIBEROPTIC LINE
(TO REMAIN)
EX. TELECOMMUNICATION ASSUMED DEPTH,
SIZE AND LOCATION
LINE (TO REMAIN) EX. TELECOMMUNICATION
ASSUMED DEPTH, SIZE EX. GAS LINE
AND LOCATION LINE (TO REMAIN) (TO REMAIN)
EX. WATER LINE ASSUMED DEPTH, SIZE ASSUMED DEPTH,
AND LOCATION EX. TELECOMMUNICATION SIZE AND LOCATION
(TO REMAIN) LINE (TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION ASSUMED DEPTH, SIZE
AND LOCATION I
I
-30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD N - 4+00.00
40
0
WEDDINGTON ROAD - 3+50.00
EXISTING PAVEMENT WIDTH
24.52'
PROP 7.87'
' TAPER LANE '
PROP
3.99'
WIDENING
PROP 12.00'
TRAVEL LANE
EXISTING PAVEMENT
24.31'
WIDTH
PROP
PROP WIDENING
4.72'
12.00'
LANE
z
TRAVEL
PROP
9.01'
cl)
TURN
LANE
I LU
a
O
I
w
m
O
a
a O
a
O
6
w
w
`0
rn
o
a a
o
N
L0
0
O O
L0
N
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O M
a
w a

(I U NLIVIAIIV)
ASSUMED DEPTH,
SIZE AND LOCATION
AND LOCATION
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. FIBEROPTIC LINE'
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
I
I
7.39%
-30
-20
-10
I
10
20
30
40
WEDDINGTON ROAD N - 5+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
5.11'
24.43'
5.77'
PROP 12.00'
PROP 12.00'
11.31'
TRAVEL
TRAVEL LANE
LANE
z
TAPER
LANE
c~i)
I x
LU
I
a
O
w
a
O a
a w
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a
a O
r
O w
o
w
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o o
oo
a
4.80% -� n
r
PROP.
GRADE
o
/
/ /
M
M
PROP.
'30660)0
o
GRADE
- - ---- ----
11.46%
PROP. 1.5" MILL PROP. FULL DEPTH ASPHALT
\ ,
36'43%
610.89 (24.77)
& OVERLAY (TYP)
(TYP)
B (-36.24)
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH,
SIZE
EX. TELECOMMUNICATION
LINE (TO REMAIN)
AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION
EX.
WATER LINE
(TO
REMAIN)
EX. TELECOMMUNICATION EX. FIBEROPTIC
LINE
EX. GAS LINE
ASSUMED
DEPTH,
LINE (TO REMAIN) (TO
REMAIN)
(TO REMAIN)
SIZE
AND LOCATION
ASSUMED DEPTH, SIZE ASSUMED
DEPTH,
ASSUMED DEPTH,
AND LOCATION SIZE AND
LOCATION
SIZE AND LOCATION
-30 -20 -10 0 10
WEDDINGTON ROAD N - 5+50.00 1
20
30
40
PROP WIDENING
5.48'
—PROP 12A—
EXISTING PAVEMENT WIDTH
24.64'
PROP 12 ^00' —r
PROP WIDENING
5.88'
o'

EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD N - 6+50.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
5.64' 24.49' 5.64' o'
PROP 12.00' PROP 12.00' O
TRAVEL LANE PROP 7.65' TRAVEL LANE
PROP 4.35'
TAPER LANE TURN LANE E I LU
O
w
W N
M
a
a 00
a
0
3.87% —� a a W — — _ 3.68%
N O
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_ 11.70�/o ao � c
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Oo 0 0 0 M
ro /
_ N /
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616.97(-22.21) -----
615.94 (-25.29)
615.94 (-27.29)
I
I
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. FIBEROPTIC LINE SIZE AND LOCATION
I
(TO REMAIN)
EX. WATER LINE 'o ASSUMED DEPTH,
(TO REMAIN) EX. TELECOMMUNICATION EX. TELECOMMUNICATION SIZE AND LOCATION
ASSUMED DEPTH, LINE (TO REMAIN) LINE (TO REMAIN)
SIZE AND LOCATION ASSUMED DEPTH, SIZE ASSUMED DEPTH, SIZE
AND LOCATION AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 7+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
5.88' 24.58' 5.88'
PROP 12.00' PROP 12.00' (D
' TRAVELLANE TRAVELLANE� I z
PROP 8.70'
PROP 3.30' co
TAPER LANE TURN LANE I LU
I

I
EX. GAS LINE
(TO REMAIN)
EX. FIBEROPTIC LINE
ASSUMED DEPTH,
EX. TELECOMMUNICATION
(TO REMAIN)
SIZE AND LOCATIONASSUMED
EX. WATER LINE
LINE (TO REMAIN)
EX. TELECOMMUNICATION
DEPTH,
SIZE AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
SIZE
LINE (TO REMAIN)
ASSUMED DEPTH,
AND LOCATION
ASSUMED DEPTH, SIZE
SIZE AND LOCATION
AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
3.92%I—�
f— 0.97%
-30
-20
-10
■
10
20
30
40
WEDDINGTON ROAD - 8+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
5.73'
24.39'
5.87'
PROP 12.00'
, ,
PROP 12.00'
' ' TRAVEL
TRAVEL LANE
LANE
z
PROP 12.00'
TURN LANE
c~i�
I x
E
w
W
—
O
a
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a
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a0 N
o
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o o
o Oo
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a
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co co
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o0 N
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11.75% m /
PROP.
FULL DEPTH
7
618.00 (-22.00)
ASPHALT (TYP)
PROP. 1.5"MILL
& OVERLAY (TYP)
I
FIBEROPTIC LINE
I
EX. GAS LINE
(TO REMAIN)
EX. TELECOMMUNICATION
EX.
LINE (TO REMAIN)
REMAIN)
ASSUMED DEPTH,
EX. WATER LINE
ASSUMED DEPTH, SIZE
EX. TELECOMMUNICATION SIZE
ASSUMED DEPTH,
AND LOCATION
SIZE AND LOCATION
(TO REMAIN)
AND LOCATION
LINE (TO REMAIN)
I
ASSUMED DEPTH,
ASSUMED DEPTH, SIZE
SIZE AND LOCATION
AND LOCATION
I
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-30 -20 -10
0
WEDDINGTON ROAD - 8+50.00
PROP WIDENING EXISTING PAVEMENT WIDTH
5.68' 24.44'
PROP 12.00' ,
10
PROP 12.00'
20
30
oe—PROP WIDENING
5.87'
i rn
40

& OVERLAY (TYP)
ASPHALT (TYP) J
I
I
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION EX. FIBEROPTIC
4. LINE (TO REMAIN)
LINE
(TO REMAIN)
EX. GAS LINE
ASSUMED DEPTH, SIZE
LINE (TO REMAIN)
AND LOCATION ASSUMED
DEPTH,
(TO REMAIN)
ASSUMED
DEPTH, SIZE
SIZE
AND LOCATION
ASSUMED DEPTH,
EX. WATER LINE
(TO REMAIN)
AND LOCATION
EX. TELECOMMUNICATION
SIZE AND LOCATION
ASSUMED DEPTH,
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION
I
-30
-20
-10
I
10
20
30
40
WEDDINGTON ROAD - 9+50.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
PROP WIDENING
5.77'
24.36'
5.88'
PROP 12.00'
PROP 12.00'
O
z
TRAVEL LANE
TRAVEL
LANE
F—
PROP
12.00'
cn
TURN
LANE
I w
a
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I
w
a
a
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a
w
—
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m
O
a
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co
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CONNECT TO ON SITE
PAVING
PROP. 1.5" MILL
5 18%
—�
PROP. FULL
DEPTH & OVERLAY (TYP)
—
— — — — —
ASPHALT (TYP)
— — — —
— — — — —
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED
AND LOCATION
DEPTH, SIZE
EX. TELECOMMUNICATION
EX. WATER LINE
LINE (TO REMAIN) EX. FIBEROPTIC
LINE
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH, SIZE
(TO REMAIN)
(TO REMAIN)
ASSUMED DEPTH,
AND LOCATION ASSUMED
DEPTH,
ASSUMED DEPTH,
SIZE AND LOCATION
SIZE AND
LOCATION
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-30 -20 -10 0 10
WEDDINGTON ROAD - 10+00.00 1
20
30
40
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING I Z
5.93' 24.19' 5.8 ' SQ

EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
-40
-30
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-20
-10
0
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
10
EX. FIB EROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
20
30
I
I
I
10.38%
I
r
M
7
n
v
ID
40
WEDDINGTON ROAD - 12+50.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
PROP WIDENING
7.00'
24.42'
4.57'
PROP 12.00'
PROP 12.00'
'
TRAVELLANE1
TRAVELLANE
I z
PROP
11.99'
W
TAPER
LANE
I w
a
O
w
a
O E
a w
d _
w
rn
r
ro
o
a 0-
0
w w
o o
a
L0 61
v^
v c°
v
oo
M o
0.67% �° co M
ao
v
5.77% ------- qw— 10.65%
v
N
I�p
PROP.
i
N
o
GRADE
/
I
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DEPTH PROP. 1.5" MILL
ASPHALT
(TYP) & OVERLAY (TYP)
\
n
/
/
PROP. FULL DEPTH
ASPHALT
(TYP)
M
17
r

LIIVC ( I V KCNIHIIN)
ASSUMED DEPTH, SIZE
AND LOCATION
v�(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
A- EX. GAS LINEI
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
I
-30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 11+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH PROP
WIDENING
6.04'
24.79'
5.16'
o'
PROP 12.00'
PROP 12.00'
O
' TRAVEL LANE
TRAVEL LANE
z
PROP 12.02'
TAPER LANE
co
I X
LU
a
O
I
w
m
O a
O
a w
o
a
O
a w
00
w a
M M
n O W
N
o ro
— — — — — — — — —
2.54%
— — — — — — — — — —
—
N ro
o '2
7.29 % o
co r
17.40%
PROP. FULL DEPTH
PROP.
GRADE
ASPHALT(TYP)
\
�
co
N
\49 7s/
r
M
\
N
EX. TELECOMMUNICATION
\
7.96�/0
LINE (TO REMAIN)
—
ASSUMED DEPTH,
SIZE
AND LOCATION
I
EX. TELECOMMUNICATION
LINE (TO REMAIN) —/
ASSUMED DEPTH, SIZE EX. FIBEROPTIC
LINE
AND LOCATION
(TO REMAIN)
ASSUMED
SIZE
EX. TELECOMMUNICATION
DEPTH,
AND LOCATION
EX. GAS LINE
(TO REMAIN)
LINE (TO REMAIN)
ASSUMED DEPTH,
ASSUMED DEPTH, SIZE
SIZE AND LOCATION
AND LOCATION
-30
-20
PROP WIDENINC
7.36'
-10 0 10
WEDDINGTON ROAD- 11+50.00
EXISTING PAVEMENT WIDTH
24.90' '
PROP 12.00' PROP 12.00'
TRAVEL LANE PROP 12.02' TRAVEL LANE TAPER LANE
a
O
w
a
a p
0 w
a ,n
rn
M
M r
61
r co
20
PROP WIDENING
3.81'
30
40

EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICA
LINE (TO REA
ASSUMED DEPTH,
AND LOCA
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
i
I
�EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
I
I
-30 -20 -10 0 10 20 30 40
PROP WIDENING
5.79'
PROP 12.00'
TRAVELLANE
n-
o
w
a
O
a
cq
O
N
of
N /
o
w i
i
i
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
WEDDINGTON ROAD - 13+50.00
EXISTING PAVEMENT WIDTH
24.35'
PROP 12.00'
TAPER LANE
a
O
w
0
co 0
N
O
M
u O
M cocq
rj
co
M M
fO 0.57% — o
PROP. 1.5 MILL
PROP. FULL DEPTH
& OVERLAY (TYP)
ASPHALT(TYP)
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
PROP WIDENING
' 5.88'
PROP 12.00'
TRAVELLANE� z
FL
O
w
W
N
M N
M O
fO 13.06% N
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a I
0
w
a
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a
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0 11.60% �_ I
8 00%
I
I
EX. FIBEROPTIC LINE I
(TO REMAIN)
ASSUMED DEPTH, EX. GAS LINE
SIZE AND LOCATION (TO REMAIN)
EX. TELECOMMUNICATION ASSUMED DEPTH,
LINE (TO REMAIN) SIZE AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION

EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
-40 -30 -20 -10
(TO REMAIN) (TO REMAIN) I
ASSUMED DEPTH, ASSUMED DEPTH,
SIZE AND LOCATION SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
0 10 20 30
40
WEDDINGTON ROAD - 14+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
5.72'
24.40'
5.88'
PROP 12.00'
PROP 12.00'
TRAVEL
TRAVEL LANE
LANE
PROP
12.00'
TAPER
LANE
a
O
w
a
m a
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w
a w
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co
to 2
N a0
r
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M
F 0.42% co °
7.23 /o
o
M
PROP. 1.5" MILL
& OVERLAY (TYP)
PROP. FULL DEPTH
ASPHALT (TYP)
EX. GAS LINE
(TO REMAIN)
EX. FIBEROPTIC
LINE ASSUMED DEPTH,
(TO REMAIN)
SIZE AND LOCATION
EX. TELECOMMUNICATION
ASSUMED DEPTH,
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH,
SIZE
AND LOCATION
EX. TELECOMMUNICATION
EX. WATER LINE
LINE (TO REMAIN)
(TO REMAIN)
ASSUMED DEPTH,
SIZE
ASSUMED DEPTH,
AND LOCATION
SIZE AND LOCATION
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 15+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
6.00' 24.11' 5.88'
PROP 12.00' PROP 12.00'
TRAVFI I ANF ____ ._ __. TRAVFI I ANF�

(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
AND LOCATION
-40
-30 -20
-10
0
10
20
30
40
WEDDINGTON ROAD - 16+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
5.85'
24.28'
5.88'
PROP 12.00'
o
PROP 12.00'
i
TRAVEL LANE
TRAVEL LANE
PROP 12.00'
TAPER LANE
i
N
r
a
w
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rn
a a
w
w
w
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0
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1298%
PROP. 1.5" MILL
& OVERLAY (TYP)
PROP. FULL DEPTH
615.00 (-25.01)
ASPHALT (TYP)
EX. GAS LINE
(TO REMAIN)
616.03 (-21.93)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION
EX. FIBEROPTIC
LINE
LINE (TO
REMAIN)
LINE (TO REMAIN)
(TO REMAIN)
ASSUMED
DEPTH, SIZE
ASSUMED DEPTH,
SIZE
ASSUMED DEPTH,
AND LOCATION
AND LOCATION
EX. TELECOMMUNICATION
SIZE AND LOCATION
LINE (TO
REMAIN)
EX. WATER LINE
ASSUMED
DEPTH, SIZE
(TO REMAIN)
AND LOCATION
ASSUMED DEPTH,
SIZE AND LOCATION
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 16+50.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
5.96' 24.16' 5.88'
CC
I z
PROP 12.00' PROP 12.00' ~
TRAVEL LANE PROP 12.00' TRAVEL LANE I w
TAPER LANE
I
I

EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
�J
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20 -10 0 10 20 30
i
40
WEDDINGTON ROAD - 17+50.00
PROP WIDENING
EXISTING PAVEMENT
WIDTH
PROP
WIDENING
5.91'
24.22'
5.88'
PROP 12.00'
PROP 12.00'
'
'
'
' TRAVELLANE�
TRAVELLANE
z
PROP
12.00
TAPER
LANE
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W
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a
w
a
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w
rn
a a
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a a
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m
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a
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33�
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cop
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0.09%
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5.87% `O 3.06% -► ro
r
N
N
I
2.94%
co
PROP. 1.5 MILL
619.45 (-25.04)
& OVERLAY (TYP)
EX. GAS LINE
620.48 (-21.96)
PROP. FULL DEPTH
ASPHALT (TYP)
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. FIBEROPTIC LINE
I
I
SIZE AND LOCATION
4,10
EX. TELECOMMUNICATION
EX. TELECOMMUNI(TO REMAIN)
CATION ASSUMED DEPTH,
LINE (TO REMAIN)
LINE (TO REMAIN) EX. TELECOMMUNICATION SIZE AND LOCATION
ASSUMED DEPTH, SIZE
ASSUMED DEPTH, SIZE LINE (TO REMAIN)
AND LOCATION
AND LOCATION ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 18+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
5.82' 24.31' 5.88'
PROP 12.00' PROP 12.00'
TPA\/I=1 I ANII= I TPA\/I=1 I ANII=�

-40
-30
-20
-10
[o]
10
20
30
40
WEDDINGTON ROAD - 19+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
5.67'
24.46'
5.88'
PROP 12.00'
PROP 12.00' �
OE
' TRAVELLANE
TRAVELLAN
z
PROP 12.00'
TAPER LANE
co
I X
LU
I
a
O
a
w
w
a
O
00 O
w a
0
M
N
(O
N 6)
O
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4.38%
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v v
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— — — —
(oo
N
No °
co O
3.10% 3.25%
° _No_ — — — — — — — — — —
— — — — — — — — —
PROP. 1.5" MILL
& OVERLAY (TYP)
EX. GAS LINE
PROP. FULL DEPTH
(TO REMAIN)
ASPHALT (TYP)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. FIBEROPTIC LINE
SIZE AND LOCATION
EX. TELECOMMUNICATION
(TO REMAIN)
LINE (TO
REMAIN)
EX. TELECOMMUNICATION
ASSUMED DEPTH,
ASSUMED
DEPTH, SIZE
LINE (TO REMAIN)
EX. TELECOMMUNICATION
SIZE AND LOCATION
AND LOCATION
ASSUMED DEPTH,
SIZE LINE (TO REMAIN)
AND LOCATION
ASSUMED DEPTH,
SIZE
AND LOCATION
-40
-30
-20
PROP WIDENING
5.86'
-10
PROP 12.00'
' TRAVELLANE
a
0
0
WEDDINGTON ROAD - 19+50.00
EXISTING PAVEMENT WIDTH
24.27'
PROP 12.00'
TAPER LANE
10
20
PROP WIDENING
5.88'
PROP 12.00'
TRAVELLANE
a
30
40

-40
-30
-20
-10
N
10
20
30
40
WEDDINGTON ROAD - 20+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
5.90'
24.22'
5.88'
PROP 12.00'
PROP 12.00'
TRAVEL
' TRAVEL LANE
LANE
CD
E
PROP 12.00'
z
°w
TAPER LANE
a a
O O
a
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a
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---- —�----
PROP. FULL DEPTH
I
ASPHALT (TYP)
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. TELECOMMUNICATION
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
EX. FIBEROPTIC LINE
ASSUMED DEPTH,
AND LOCATION
SIZE
AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
EX. TELECOMMUNICATION
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH,
SIZE
AND LOCATION
I
I
-40 -30 -20 -10
PROP WIDENING
6.05'
PROP 12.00'
' TRAVELLANE
0
WEDDINGTON ROAD - 21+00.00
EXISTING PAVEMENT WIDTH
24.07'
PROP 12.00'
TAPER LANE
10 20 30 40
PROP WIDENING
5.88'
PROP 12.00' CD
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co
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LINE TO REMAIN
ASSUMED DEPTH, SIZE (TO REMAIN)
ASSUMED DEPTH, SIZE
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EX. TELECOMMUNICATION
SIZE AND LOCATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20 -10 0 10 20 30
40
WEDDINGTON ROAD - 22+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
6.16'
23.97'
5.88'
o'
(D
PROP 12.00'
PROP
12.00'
z
TRAVELLANE
TRAVELLANE
PROP 7.60'
PROP 4.40'
TAPER LANE
TURN LANE
X
I LU
I
a
O
w
O
a a
O
M
11J
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633.84 (-18.00) (PROP.
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9 12%
PROP.
1.5" MILL
& OVERLAY
(TYP)
PROP. FULL DEPTH
ASPHALT (TYP)
633.61 (-22.00)
EX. GAS LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. TELECOMMUNICATION
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
EX. FIBEROPTIC LINE
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
(TO REMAIN)
ASSUMED DEPTH,
SIZE
AND LOCATION
ASSUMED DEPTH,
AND LOCATION
EX. TELECOMMUNICATION
SIZE AND LOCATION
LINE (TO
REMAIN)
ASSUMED
DEPTH, SIZE
AND LOCATION
-40
-30
-20
PROP WIDENING
6.01'
-10
N
WEDDINGTON ROAD - 22+50.00
10
EXISTING PAVEMENT WIDTH
24.11'
PROP 12.00' PROP 12.00'
' TRAVELLANE PROP 4.58' PROP 7.42' TRAVELLANE
TAPER LANE TURN LANE
20
30
40
PROP WIDENING
6.13'
o'
(D
z
I x
LU
I

-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 23+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
6.09'
24.07'
5.83'
PROP 12.00'
PROP 12.00'
o'
' TRAVELLANE
TRAVELLANE
PROP 12.00'
z
TURN LANE
F--
I x
LU
00
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0
w
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w
a a
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/ 2g
PROP. 1.5" MILL
& OVERLAY (TYP)
636.72 (-21.99)
PROP. FULL DEPTH
EX. GAS LINE
(TO REMAIN)
ASPHALT (TYP)
ASSUMED DEPTH,
SIZE AND LOCATION I
EX. WATER LINE0\
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO
REMAIN)
EX. TELECOMMUNICATION
LINE (TO REMAIN)
EX. FIBEROPTIC LINE
ASSUMED
DEPTH, SIZE
ASSUMED DEPTH,
SIZE
(TO REMAIN)
AND LOCATION
AND LOCATION
EX. TELECOMMUNICATION
ASSUMED DEPTH,
LINE (TO
REMAIN) SIZE AND LOCATION
ASSUMED
DEPTH, SIZE
AND LOCATION
I
I
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 24+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP WIDENING
6.79'
24.34'
4.87'
PROP 12.00'
PROP 12.00'
TRAVELLANE
TRAVELLANE
PROP
12.00'
z_
TURN
LANE
I ~
ILU

EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20 -10
N
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
10
20
ASSUMED DEPTH,
SIZE AND LOCATION
1
I
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
30
I
I
40
WEDDINGTON ROAD - 25+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
PROP
WIDENING
7.32'
26.07'
2.61'
� PROP 12.00'
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PROP 12.00' �
TRAVEL
TRAVEL LANE
LANE
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PROP 12.00'
TURN LANE
F
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w
W
W
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a a
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4.91%
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9.50%
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PROP. 1.5" MILL
& OVERLAY (TYP)
EX. GAS LINE
637.48 -22.00
( )
PROP. FULL
DEPTH
(TO REMAIN)
ASSUMED DEPTH,
ASPHALT
(TYP)
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
I
EX. FIBEROPTIC LINE
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
LINE (TO REMAIN)
(TO REMAIN)
ASSUMED DEPTH, SIZE
ASSUMED
DEPTH, SIZE
ASSUMED DEPTH,
AND LOCATION
AND LOCATION
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
I
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 25+50.00
PROP WIDENING EXISTING PAVEMENT WIDTH PROP WIDENING
7.37' 26.98' 1.65'
PROP 12.00' PROP 12.00'

EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-10 0
10
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
20
30
�J
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
40
WEDDINGTON ROAD - 26+50.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
7.79'
28.24'
PROP 12.00'
EX 12.00'
TRAVEL LANE TRAVEL
LANE
PROP 12.00'
TAPER LANE
a
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12.15/0
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cri cri
PROP. 1.5" MILL
coo coo
& OVERLAY (TYP)
PROP. FULL DEPTH
EX. GAS LINE
636.84 (-22.00)
ASPHALT (TYP)
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. WATER LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
COMMUNICATION EX. TELECOMMUNICATION
AND LOCATION
LINE (TO REMAIN)
EX. FIBEROPTIC LINE
EX. TELECOMMUNICATION
ASSUMED DEPTH, SIZE
TO REMAIN
( )
LINE (TO REMAIN)
AND LOCATION
ASSUMED DEPTH,
ASSUMED
DEPTH, SIZE
SIZE AND LOCATION
AND LOCATION
-40 -30 -20 -10 0 10 20 30 40
WEDDINGTON ROAD - 27+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH
8.00' 28.89'
PROP 12.00' EX 12.00'
TPA\/FI I ANF TPA\/FI I ANF�

-40
-30
-20
-10
0
10
20
30
40
WEDDINGTON ROAD - 28+00.00
PROP WIDENING EXISTING PAVEMENT WIDTH
8.07' 30.28'
PROP 12.00'
EX 12.00'
TRAVEL LANE TRAVEL
LANE
PROP 12.00'
TAPER LANE
o
w
a a
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0 0 vi
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0 61 �
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5.49% ------co
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---
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co20-
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i & OVERLAY (TYP)
—
— -
PROP. FULL DEPTH
cMo i I/ 24. ASPHALT (TYP)
i i
EX.
GAS LIN
(TO
REMAIN
ASSUMED
E
SIZE
AND L(
EX. WATER LINE
(TO REMAIN) EX. TELECOMMUNICATION
ASSUMED DEPTH, LINE (TO REMAIN)
EX. TELECOMMUNICATION
SIZE AND LOCATION ASSUMED DEPTH, SIZE
LINE (TO REMAIN)
AND LOCATION
ASSUMED DEPTH, SIZE
EX. FIEMAIN) IC LINE
AND LOCATION
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-40 -30 -20 -10 0
WEDDINGTON ROAD - 28+50.00 1
10
20
30
40
PROP WIDENING
7.46'
EXISTING PAVEMENT WIDTH
30.95'
PROP 12.00' PROP 12.00'
TPA\/FI I ANIF� TPA\/FI I ANIF�

-40
-30
-20
-10
0
10
20
30
40
WEDDINGTON ROAD - 29+50.00
PROP WIDENING
EXISTING
PAVEMENT WIDTH
5.36'
32.13'
PROP 12.00'
'
EX 12.00'
TRAVEL LANE
TRAVEL LANE
PROP
12.00'
TAPER
LANE
a
O
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a a
w
w
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0
PROP. 1.5" MILL
& OVERLAY (TYP)
PROP. FULL DEPTH
— —
ASPHALT (TYP)
— 3.80%
EX.
GAS LIl
(TO
REMAII
ASSUMED
SIZE
AND L
EX. WATER LINE
(TO REMAIN)
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION
ASSUMED DEPTH,
LINE (TO REMAIN)
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
EX. TELECOMMUNICATION
SIZE AND LOCATION
LINE (TO REMAIN)
ASSUMED DEPTH,
SIZE
AND LOCATION
-40 -30 -20 -10 0
WEDDINGTON ROAD - 30+00.00 1
10
20
30
40
PROP WIDENING
4.22'
EXISTING PAVEMENT WIDTH
32.74'
PROP 12.00' EX 12.00'
TDA\/CI I AKIC TDA\/CI I AKIC

ASSUMED DEPTH,
SIZE AND LOCATION
LINE (TO REMAIN) �� v V
ASSUMED DEPTH, SIZE
AND LOCATION
CA. ICLCUUMMUNI-I IUIV /
LINE (TO REMAIN) J/
ASSUMED DEPTH, SIZE
AND LOCATION
(1 O REMAIN)
ASSUMED DE
SIZE AND LOC
—40
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
—30 —20
—10 0
EX. E LINE
(TO REMAIN)
ASSUMED
MEDD DEPTH,
DEPTH,
SIZE AND LOCATION
10 20 30 40
WEDDINGTON ROAD - 31+00.00
PROP WIDENING
EXISTING PAVEMENT WIDTH
1.80'
34.56'
PROP 12.00'
EX 12.00'
TRAVEL LANE
TRAVEL LANE
PROP 12.00'
TAPER LANE
a
O
w
m a
a w
o
ro o o
n C? o
6)
CN N
6.52%
5.70%
\ '
PROP. 1.5" MILL
— — — — —
4.45%
& OVERLAY (TYP)
PROP. FULL DEPTH
ASPHALT (TYP)
EX. WATER LINE
(TO REMAIN)
EX. TELECOMMUNICATION
EX. TELECOMMUNICATION
EX. GAS
LINE
ASSUMED DEPTH,
SIZE AND LOCATION
LINE (TO REMAIN)
LINE (TO REMAIN)
ASOSUMEDI
EF
ASSUMED DEPTH, SIZE
ASSUMED DEPTH, SIZE
SIZE
AND LOC
EX. TELECOMMUNICATION
AND LOCATION
AND LOCATION
EX. FIBEROPTIC LINE
LINE (TO REMAIN)
(TO REMAIN)
ASSUMED DEPTH, SIZE
ASSUMED DEPTH,
AND LOCATION
SIZE AND LOCATION
—40 —30 —20 —10 0 10 20 30 40
WEDDINGTON ROAD - 31+50.00
PROP WIDENING EXISTING PAVEMENT WIDTH ol
0.80' PROP 12.00' 35.10' i I
EX 12.00'
TRAVEL LANE EX 11.89' TRAVEL LANE

-40
12.22%
PROP. FULL DEPTH
PROP. 1.5" MILL
ASPHALT (TYP)
& OVERLAY (TYP)
EX. WATER LINE
(TO REMAIN)
EX. TELECOMMUNICATION
ASSUMED DEPTH,
LINE (TO REMAIN)
SIZE AND LOCATION
ASSUMED DEPTH, SIZE
AND LOCATION
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
-30
-20
-10
0
EX. TELECOMMUNICATION
LINE (TO REMAIN)
ASSUMED DEPTH, SIZE
AND LOCATION
10
20
EX. FIBEROPTIC LINE
(TO REMAIN)
ASSUMED DEPTH,
SIZE AND LOCATION
30
EX. GAS
(TO REN
ASSUME
SIZE AN
40
AIRPORT ROAD - 32+50.00
EXISTING PAVEMENT WIDTH
36.70'
EX 12.05'
EX 12.65'
' TRAVEL LANE
TRAVEL LANE
EX
12.00'
I
I
TURN
LANE
I
3 34.0
� 4
ri M M
ro
o
� — — — — — — — — — — — — — —
4.61 % -------
�� 8 20 /o
\
�—
— —
— — — —
— 2.46%
I
_
---�—_
I
I