20110446 Ver 1_Site Plan_20110513

Strickland, Bev
From: Carter, Jonathan [[e-mail]]
Sent: Friday, May 13, 2011 9:38 AM
To: Strickland, Bev
Subject: RE: Cottonwood Village DWQ# 110446
Bev,
Here is the ftp site:
ftp://clients.chashsells.com/
username: chashsells
password: bridge
The of files are under "Cottonwood Village - Phase / 4-1-11/tif
I have also included PDF files in the PDF directory.
Make sure you are using ftp software or Mozilla to connect. Internet Explorer has known issues preventing it
from working.
Let me know if you have any problems. I can send a CD if this does not work.
Thank you,
Jonathan A. Carter, P.E.
Project Manager
SELLS
128 Overhill Drive, Suite 105
Mooresville, NC 28117
T: [phone] ext. 17
F: [phone]
ionathan.carterO)wsosells.com
www.wspsells.com
From: Strickland, Bev jmailto:bev.stricklandCabncdenr.govl
Sent: Thursday, May 12, 2011 12:35 PM
To: Carter, Jonathan
Subject: Cottonwood Village DWQ# 110446
Mr. Carter,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Bev
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone# [phone]
Email Address: Bev. Strickland(c?,ncdenr.gov
Main Line # [phone]
Fax Line # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
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\ SHEET NO. TITLE
` C0.0 COVER.
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C1.0 SITE PLAN
\ C2.0 PLAN AND PROFILE
\ FFsl,"
C3.0 GRADING AND STORMATER AGEMENT PLAN
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\ C4.0 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 � g
\ C4.1 EROSION & SEDIMENT CONTROL PLAN - PHASE 2
\ 1 • C5.0 EROSION & SEDIMENT CONTROL DETAILS
\ ` C5.1 EROSION & SEDIMENT CONTROL DETAILS a 3
0 6
I C5.2 MISCELLANEOUS DETAILS
C5.3 WATER DETAILS
. C5.4 SANITARY SEWER DETAILS gi a d I
C5.5 HEADWALL PLAN AND ELEVATION
-- C5.6 HEADWALL SECTION DETAILS & BILL OF MATERIAL NC License F-0891
\ C6.0 UTILITY PLAN
\ C6.1 12" SANITARY SEWER RELOCATION
\ ` C7.0 NC HWY 73 LEFT-OVER DESIGN
C7.1 NC HWY 73 X-SECTIONS
C7.2 NC HWY 73 X-SECTIONS
\ \ C7.3 NC HWY 73 X-SECTIONS
Q \ C7.4 NC HWY 73 X-SECTIONS
C� C7.5 NC HWY 73 X-SECTIONS
C7.6 NC HWY 73 X-SECTIONS
C7.7 NC HWY 73 X-SECTIONS
C8.0 SWM SITE PLAN
( \ C8.1 POND 1 PLAN
C8.2 POND 1 PLANTING PLAN
W ' •� • (; � I North based 4n: Deed p
C8.3 PRE-DEVELOPMENT DRAINAGE AREAS Book 1226 Page 364
W \ \ `.,'"• ®`' \ I
_j C8.4 POST DEVELOPMENT DRAINAGE AREAS Dated; March 2001
371
NAVD
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PROP. APPROX.1112" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, " G1 iB, r
AT AN AVERAGE RATE OF 188 LBS. PER S0. YD.
SHORELINE PROPERTY MANAGEMENT ING. . '
137 CROSS CENTER DR, SUITE 246 PROP. APPROX. 2112" ASPHALT CONCRETE INTERMEDIATE COURSE, N 9' C2` 10' l2' 9' ~
VER NC 28073 ®1 DEN , TYPE 119.08, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD, PARKING GRASSED PARKING L
~ PHONE: (704} 827-9104 ~ FAX: 704 820-x692 h,.~ ~ ( ) MEDIAN "
~ z / ~ ~
SITE a E 1 PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, SITE INFORMATION AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. IN EACH OF 2 LAYERS. G E i. p
e ~ ~ C1 P91Ni C1 y- ~
m PROPOSED ROADWAY EXTENSION TAX ID 87814 AND 85704 ' 2'1 0.02 FT/FT 0.02 FT/FT ~+P'~ ~
PARCEL ID 4602-33-9093 R1 PROP.1'•8" CONCRETE CURB & GUTTER ~ ~9k 0.02 FT/FT , w DA2 FT F ~.,1
~ 4602-43-0694 z 4602-42-0713.
w ~Rp 4602-33-2019 ~ ~ gO~gN Sg DR 21 ~P~ 2,1 Rtq~, ~ ~
~ ~ c~ q R2 PROP. 2'•8" CONCRETE CURB GUTTER w ~'cy~r q~. 4 SITE ADDRESS: COTTONWOOD COMMONS DRIVE R2 E1 D1 R1 R1 D1 E1 R2 _ ~
RO ~ O ~
SITE AREA: 31.66 AC CONDITIONAL USE ZONING: PLANNED MIXED USE (PD MU)
. PROPa~Ea TYPICAL SE~TC~~ ~
u DEED BOOK/PAGE:
DB-9595/PG-763 DB-1597fPG-121 ° r
VICINITY I~AP
NTS ' CONDITIONAL USE
COMMUNITY SETBACKS
FRONT SETBAGK: 50' SIDE SETBACK: 30'
REAR SETBACK: 30' , North Based On: Deed ~
SI P GENERAL NOTES. Book 1226 Page 364 ~,a, Dated: March 2D01 ~Y
C~ERCIAL BUILDING SETBACKS
1. ALL DIMENSIONS ARE TO FACE OF CURB EDGE OF PAVEMENT OR FRONT SETBACK: 0' FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL RADl1 ARE TO SIDE SETBACK: 15° OO BM: 2" SOLID IRON ~
EDGE OF PAVEMENT. REAR SETBACK: 30' ELEV. 741.51 ~
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN AGGORDANGE ~ ' ~ NGVD 29 0 25 50 100
WITH COUNTY AND STATE STANDARDS. WATER SEWER: tJNCOLN COUNTY o6
PROPOSED DENSITY: 7.58 DU ACRE ~°r ~ ~ 3. ANY DISCREPANGES FOUND IN THE FIELD SHALL BE CALLED TO THE MAX DENSITY: 8 DU/ACRE ~ '
ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH. •~~-r ' (IN FEET} °~~q~geEastrrs~eo~rs
WORK. BUFFER YARDS:. 10°-40' CLASS C ~ d • 1 INCH = 50 FEET '
4. PRIOR TO BEGINNING ANY DEMOLITION, GRADING OR CONSTRUCTION, •o
THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED WATERSHED DATA PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL COS 1 ,
REGULATORY AUINORIIIES. THIS PROPERTY IS NOT IN A WATERSHED • PROPOSED 30 Es ~ 5
DRAINAGE ESM'T 5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO ~ . ,
THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. ~ ;~~,qv~ f 64-? bpi
" " " " THIS PROPTERTY LIES WITHIN ZONE AE AND ZONE X 6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. ACCORDING TO THE FLOOD INSURANCE RATE MAP, ~ '
COMMUNITY PANEL NUMBER: 3710460200J, EFFECTIVE ` ~itr+^ dZ~p„I
7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DATE AUGUST 16, 2007. DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFlG ^s Floadplain Scaled From t ,,,,1 ~ FEMA Map Community \
GONTRO CES. . L DEVI ~ ac Panel Number: \ 37~aa6 a2oo J; NG License -0891
PARKING INFORMATION. ~ ~~°h~~, Doted: AA~ust$1B6, 2007 ~ +
8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. PARALELL PARKING SPACE 9 FT WIDTH X 22 FT P
rop LENGTH .,'r OF BpN ,
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE ` I ~ K °MANUAL OF ACGDENT PREVENTION IN CONSTRUGitON" fSSUED BY AGG 22 ON STREET SPACES PROVIDED ~ . ~
OF AMERICA INC. AND THE SAFETY AND HEALTH REGULATIONS FOR ,r''~ '
CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR. r,, ~''r o s ~ ~ ~ . ~ ~u4 EX. TOP OF BANK .
~ ~ EX. CL OF CREEK
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. ~ , I ~ ~ PERMANENT 511 1 1 ~ ~ y f QI ~ ~ ~ o PERM EASEMENDEWALK I ' . ' ` I ~
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, ~ • PERMANENT SIDEWALK PERMANENT SIDEWA MANENT SIDEWALK ~ ` _I I ~ o
. ~ f.R EASEMENT EASEMENT EASEMENT PROP. 25" ~'r ~ ~ ~ ! a i! a
~ ~ 1-6 MOUNTABLE SANITARY SEWER ~ ~ ° - - - - - - - - - ~ ~
F~R''~ -''r CURB AND GUTTER 2 $~7~ 20 FT. STORM EASEMENT s~~ s~ - ~ 1` ° . j F
G~ DRAINAGE EASEMENT
PS/ ~gP ~ , 0 Ga 5 • PROP. 2'-6" CURB ~ ~ ~ 11E TO EX1S11NG I ~ z 1 ~ CURB AND GUTTER ; ~
~0 LQT 8 _ AND GUTTER ~r ~ ~ P ~
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. ~ ,,,r'' • ~ I ; t Q
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• 25 5P , , ACCESS 4 ti.~•P~E4. ~ • EASEMENT ~n p~~ . r~ ~ o
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Sera ~ . ~ Z 6~R~gM ,,~t^'"~' ~ ~ a LINCOLN COUNTY TRC~
• k - • FAR ~i ~ 1 JAC s/zsjtt COMMENTS _ ~ o
/ PG ~ j / r,,~S~~6 ~ ~ a PROJEOT#: 098063 DATE: 12114f10
a ~ 1, ~ i w DRAWN BY: JLS CHECKED BY: DEB
' ~d CALL ULOGO 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING .>°r x. BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILIT1ES E ~ ~ ~ t I I ~ l a TITLE n._ t
V ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ~ ~ ! w
'~'A 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING , ~ ~ a 1;,. _ ' ~ CITE QI dRl
FLAGMEN, ETC, AS NECESSARY TO INSURE SAFETY TO THE ~ ca
PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE ~ N
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. w SHEET N
1-800-632-4949 co
AVOID UTILITY DAMAGE 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED. 1 A /

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rn 4.OOx ~ c~? PVI ELEV = 718.65 .8s ~
A.D. 8.66 ~ a
~ 43.48 LF - i$" RCP ~ 4.a0x r K = 6.95
740 ~ _ " ~ 740 s
4 u~ 24.00 LF 1 RCP ~ , 4 320. VC ~ ~h ~ 4AOx ~ '09,c4 Nom, o ~
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720
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~ 1 oax 80.00 LF - 2" RGP ~ 2.63
41.29 LF - 30 RCP E 17 A18+41.27415'L
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0.00 LF - 72 RCP ~ 2.83% ua
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STA 17+60 2 11.00' L RIM 721.74 INV. 06.10 ~ ~ u1 ~
INV. IN 709 55 ca
INV.. OUT 7 9.35 700 " 700 ® > ~ ~N
61.2 LF - 18 RC ~ 1.ao MN-1 m ® U
STA 181.18.86 53.74' L o ~ z RIM 71 '.50 ~ W
3 ,58 LF - 18" CP s>a 1. ax INV. IN 705.42 } V Z
72.00 lF - 8" PVC INV. IN 705.75 ~ EX. INV OUT 705.42 w ~ W
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PERMANENT z a N
DRAINAGE EASEMENT
PERMANENT PROP. 30 LF 2 , DRAINAGE EASEMENT a
END STA. 10+90.54 ,,r 30" RCP ~ 0.50x NAGE EASEMENT GRAPHIC SCALE W sa a 2s so Boa zoo 0
PROP. B ~ , . SANITARY SEWER • t ~ a
A4H / " i _ ~
~ f ~ ~ ~ ~ PROP. TWIN 72 RC )P. TWIN 72" RCP 4 x 111 (IN FEE`t }
4 PROP, 8" ~ ~ 1 a END 2-6 CURB SANITARY SEWER / , f ? ~ ! ' ~ (HOR) 1 inch = 50 ft. z
`1~ AND GUTTER ! °~44 ~ tS' ll~ ~ ~ JB ? r' ' ~ (VER} 1 inch = 5 ft.
` QT 5 PROP, 810 LF 2 ~ I ~ ~ ~ ~
`~~'.~V'-: p PROP. 8' ~ PROP. 85 LF 8" WATER MAIN I ~1"^. ` F ~ " ~ ¢ 0 ~ SANITARY SEWER II 8 WATER MAIN PROP. 100 LF ~ I W . Q / ~ I ~ ' i ~ ~ ~ ` ~ a i ~ ~ rs
30" RCP 4 1.OOx v , 0 S Gi ~ ~
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-~"'s o~Q PROP. 2'-6" CURB _ a1 ~ ~ , S ; a ° I
as o. ~ AND GUTTER N i 7 ~ o o I ~ 0 1 ~ w} ( r: i ~j 3 ~ ~
-P AIH ~ ~ EW . " ~ ~ t 17 f `L ~ PROP. 8 >R a ~ ~ ~ ~ ! ~ a NO BY DATE REVISION
~,H ~ 2 SANITARY SEWER ~ ~ . ~ ~ 4 T1E CB ~ _I, Q lIE TO EXISTING i ~ ~ ` 0
~ ~ 15 ~p PERMANENT SIDEWALK ~ ~ I S ~ CURI EASEMENT ~t ~ z ~ CUR6 AND Gl1TTER i ~ 6~ z i O 1 i F..
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PROP. 18 RCP v io . CB 8 ~ q ._i COMMONS D~. ~ ~ ~ W ~ \ ~ ~ ~ ~ ; ~ a LINCOLN COUNTY TRC
13 _ _ - _ - _ - _ - _ - 5 ° - ~ - ~ ~ 1 JAC s/as/~' COMMENTS
PERMANENT SIDEWALK c'B ~ I j .I z I ~ ~ p + ~ PROJECT 096463 DATE: 12t14t10
PROP. 1$ RCP ~ EASEMENT I' s ~ w
a ~ ~ I ~ DRAWN BY: JLS CHECKED BY: DEB - ~I E~ W
PROP. 30" RCP ~ ' . " ~ ~ , ~ TITLE
PROP. 18 RCP MH J
'~H~C~ . 1 I ~ Rt~ADWAY PLAN ~
LOT 7 , .,T „ I 3),,;~ M i 1 ~ ~ ~ ANSI RRnFII F
o , i\
/ 0 / f L g a Q
> f f Lli w o f North Based On: Deed Book 1226 Page 364 w SHEET
.2 F~ REMOVE EX. 2 - 24" RCP f ! i ' Dated: March 2001 (0
TEMPORARY PIPE CULVERTS t PROP. 1-6
MOUNTABLE CURB PROP. 24" RCP PROP. 12" SANITARY AND GUTTER SEWER RELOCATION G,. C200
PROP. 18" RCP (SEE SHEET. HEET C6.1)

p ~ 1 \ ~rr4 ~ ~ d~ ~1r `ti `ti ~ 6 d ~ e 1 r~ i+ §
pr i Q I ~ I ~ ~ I ~ r
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. a r, . . F s 1 x L' / f r.,` / f 4µ„m^° ~ RIP RAP APRON A-2 , I ~
1 / ~ ~ r ~ w \fl 1 ~ 20"L x 23'W x 15"T . 1 ` ` ° r ~ i ~ ~
, ° ` ~l CLASS B RIP RAP " by , ~ d ! ~jI ,tr
e ; F i f ~ r
y ~ . ~ ~ e ' r } f - . t t 'l, , r f x ~ q r ~ t / I f ~ t ,r: t / .PROP. 30.0 CF -3O° RCP 66 0.50X E ! ti • ` w~V~ ~
d / r" f t ± •_".--L. \ i } ~ ~ . 5 SPA fN' ' ~ ~ \ ' (TEMPORARY OUTFACE UNTIL SITE REQUIRES ~ ! ; ~ °,t ~ ~ I ~
• r ~ ^ o ' t 0 / ! 11 POND 1 CONSTRUCTION) ~ 4 ~ r dd { ~ ti, E ~ ~ N
;
r' r ~ ~ ? ~ PlpE TO BE INSTALLED PRIG TO RIP RAP APRON A-1 ~ i ``„~3~ ~ ; ( ~ d
i { 1 p0 ~ ,e ~ ~ - CONSTRU 110N OF~POND 1 ; ~ a, ~ ~ , . ~ /i ~ 39'L x 51'W x 36"T i , ~ 8 ~ ! ~ CLASS 2 RIP RAP ~ O ~ ~ `
j j ~1 ` ~ ~ (NOT R,; GNED A D NOT IN CONTRACT} ~ je ! , w ~ ~ ~ r / ~ t ' t . F l ~ ,NOTE: NO RIP RAP TO BE 1 ~ ~ t' CCM ~ ! ~ ~
1 0 ~ ~ ~ ~ ~ ~ ~ l r' r'. ~ f'~ PLACED IN THE BOTTOM OF THE ~ ~ 3 3 a d°~~ ~ c > j;r ' ~ .EXISTING CHANNEL 'c ti \ ti M I ! Q
t ~ F 1 } `t / r° _ ~ ~ f ~ i Pd~ ~ ~ ~ t ~ f CA
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° STORM WA' _m_.~~~. _ __~-~_~_.~__.w__.~.~.. TORM WATER PIPE TABLE . € ._.~..._e .u_.~..._._~.. i ~ N ~ } .~_m_~~.__._~_.,__._{.~_.__ __~_~__.u__.__._~. .._._m..__. ~ U Z
1, APPROVAL OF THE PLAN IS NOT AN AUTHORIZATION TO GRADE EXCESS a ~ p
ADJACENT PROPERTIES. WHEN FlELD CONDITIONS WARRANT Upstream Upstream System System n System Capacity Capacity Hydraulic Hydraulic ~ p
EXISTING DROP INLET OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE Length Upstream Upstream Upstream System Rational Additional Rational Known al Known {Full {Full Invsrt Invert Grade Grade ~
AFFECTED PROPERTY OWNERS. Sto (Unified) Inlet Area Upstream CA Flow Time Intensity Flow Flow Flow Flow P Flow Flow Diameter Flow} Flaw} Velocity {Upstream {Downstream} Slope Manning's Line {In} Line {Out} Cover Cover
PROPOSED DROP INLET Label Start Nade Node (ft) (acres} Inlet C (acres) (min} (inPhr) (ft'Is) (ft'Is) (ft'/s) (ft31s) 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED P-17 EW 18 EW 17 8x.00 0.00 0.80 0.00 5.00 7.24 a.o0 0.00 0.00. 235.43 I (ft31s) (ft3ls} {in} {ft'Isj (ft'!s} {Out} (ftls} } (tt) {ft} (ftlft} Material n {ft} {ft} (Start} {ft} {Stop} {ft} a aj T AO 235.43 235.43 72 686.12 450.69 17.03 708.20 706.10 0.026 Concrete 0.013 712.40 709.05 3.00. 3.00 ~ ~
GRADES INCLUDING ASPHALT, REFER TO PAVEMENT CROSS 00 235.43. 235.43 72 686.12 450.69 17.03 710.20 708,10 0.026 Concrete 0.013 714.40 711.05 3,00 3.00 g 0
a PROPOSED JUNCTION BOX SECTION DATA TO ESTABLISH CORRECT SUBBASE OR P-16 EW 18A EW 17A 80.00 0.00 0.80 O.Oa S.Oa 7.24 0.00 0.00 0.00 235.43 34 0.00 1.34 18 22.33 20.99 2.64 727.50 725.15 OA45 Concrete 0.013 727.93 725.64 3.07 5.42 ~
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED P-13 CB-9 CB-8 52.00 0.23 0.80 0.18 5.00 7.24 1.34 0.00 1.34 0.00 UNDER THIS CONTRACT. P-12 DI-16 CB-15 24,00 1.64 0.60 a.98 5.00 7.24 7.18 0.00 7.18 OAO 18 0.00 7.18 18 21.01 13.83 9.27 746.00 745.04 0.040 Cancreke 0.013 74204 745.72 4.50 4.72 a
___w EXISTING PIPE P-11 CB-15 CB-14 43.50 0.04 0.80 1.02 5.04 7.23 7.40 O.Oa 7.40 0.00 40 0.00 7.40 18 21A1 13.60 10,14 744.84 743.10 0.040 Canasta 0.013 745:89 743.75 4.92 5.81 ~
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO P-10 CB-14 GB-13 24.00 0.25 0.80 1.22 5.10 7.21 8.84 0.00 8.84 O.Oa 84 0.00 8.84 18 21A1 12.17 9.69 742.90 741.94 0.040 Concrete OA13 744.05 742.71 6.01 5,66 w
PROPOSED STORM DRAINAGE PIPE TRANSITION BACK TO EXISTING GRADE. P-9 CB-13 CB-11 43.80 0.16 0.80 1.34 5.14 7.20. 9.75 0.00 9.75 a.00 75 0.00 9.75 18 21.01 11.25 10.75 741.74 739.99 0.040 Cancrets 0.013 742.95 740.76 5.86 5.41 ~
P-8 CB-12 CB-11 34.00 4.07 0.80 0.06 5.00 7.24 0.41 a.00 a.41 a.oa 4. CONIRACTOR SHALL IMMEDIATELY REPORT TO OWNER OR P-7 CB-11 CB-10 82.20 0.00 0.80 1.40 5.20 7.1$ 10.13 a.00 10.13 0.00 41 a.oa 0.41 18 23.49 23.08 0.32 741.69 739.99 OA50 Concrete 0.013 741.93 741.02 3.70 5.41 ° a
...._n EXISTING CONTOUR ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FlELD P-6 CB-10 CB-8 167.80 0.06 0.80 1.45 5.30 7.15 10.44 4.34 1x.44 a.OQ 93 0.00 10.13 18 25.73 15.60 13.55 739.78 734.86 OA60 Concrete 0.013 741.02 735.52 5,61 5.96 ~
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT 44 a.ao 14.78 18 25.26 10.48 14.86 734.61 724.90 OA58 Concrete 0.013 736.01 725.72 6.21 5,67 36 o.aa 20.91 24 45.22 24.31 14.12 724.01 714.65 0.040 Concrete 0.013 725.64 715.60 6A6 4,95
PROPOSED CONTOUR FOR INSTRUCTION PRIOR TO PROCEEDING. P-5 CB 8 CB-7 234,20 0.12 0.80 1.73 5.49 7.10 12.36 8.55 12.36 a.00 790 P-4 CB-7 JB-4 10,70 0.20 0.80 1.89 5.77 7A2 13.35 12.33 13.35 0.00 35 0.00 25.68 30 41A2 15.33 7.91 713.61 713.50 OA10 Concrete 0.013 715.33 715.07 5.49 5.74 ~
5. ALL EARTH FlLL TO BE COMPACTED TO MINIMUM 95y OF STD, P-15 CB-G CB-5 30,60 0.06 0.80 0.05 5.oa 7.24 0.35 o.ao a.35 O.Oa 35 0.00 0.35 18 10.50 10.15 2.75 716.26 715.95 0.010 Concrete 0.013 716.48 716.14 3.54 3,84 ~
• • - • - • - • - EXISTING BOUNDARY PROCTOR MAXIMUM DRY DENSITY. P-14 CB-5 JB-4 61.30 0.06 0.80 0.10 5.19 7.19 a.7o 0.00 a.70 0.00 70 0.00 0.70 18 10.50 9.81 3.37 715.75 715.14 0.010 Concrete 0.013 716.06 715.40 4.04 5.10 0
P-3 JB-4 CB-3 41.30 (NIA) (N1A) 1.98 5.79 7.01 14.02 12.33 14.02 0A0 A2 OAO 26.35 30 41A6 14.72 6.32 713.30 712.89 0.010 Concrete 0.013 715.05 714,87 5.94 6.21 0
iy T PROPOSED CONSTRUCTION LIMITS 6. TOP 12p OF SUBGRADE OF BUILDING PADS AND PARKING P-2 CB-3 JB-2 100.00 0.20 a.80 2.14 5.86 .6.99 15.10 12.33 15.10 o.oa 10 o.oD 27.43 30 41A1 13.58 8.88 713.08 712.08 0.010 Concrete 0.013 714.87 713.59 6.02 2.72.
AREAS TO BE COMPACTED TO MINIMUM 100y OF STD. P-1 JB-2 FES-1 30.00 (NIA) (NIA} 2.14 6.05 6.93 14.98 12.33 14.98 a.00 PROCTOR MAXIMUM DRY DENSITY. 98 0.00 27.31 30 29.00 1.69 7.30 711.88 711.73 OA05 Concrete 0.013 713.77 713.51 2.92 1J7 0 w
PROPOSED SILT FENCE rn
7. ALL RCP CULVERTS TO BE MINIMUM CLASS III RCP WITH w
TONGUE AND GROOVE OR BELL AND SPIGOT WATERPROOF .._.___m PROPOSED ROCK CHECK DAM STORM WATER STRUCTURE TABLE o NO BY DATE REVISION _
JOINTS. JOINT MATERIAL SHALL BE BUTYL RUBBER MASTIC PER FSS-SS-S-00210. 0 1 GB 01/05/11 LCNRD COMMENTS
PROPOSED INLET PROTECTION Station Elevation Elevation Elevation Z 0
8. SUBGRADE OF PARKING AREAS TO BE PROOF ROLLED PRIOR (Calculated) Elevation (Invert in (Invert in 2) (Invert Out) '~i ~ North Based On: Deed ~
TO STONE PLACEMENT. Label ft Rim ft 1 ft ft ft - x - z - x - x - x - x - PROPOSED TREE PROTECTION ( ) ) ( ) Book 1226 Poge 364 p~j, °o
9. ABC STONE TO BE COMPACTED TO 10O% OF-STD. PROCTOR. EW 18 0+80 717.20 (NIA} (N/A) 708.20 a Dated: March 2001 ~ w
EW 17 0+00 715.10 (NIA} (NIA) 706.10 z 0
10. BITUMINOUS PAVEMENT BASE COURSE TO BE COMPACTED TO A N
DENSITY OF 90`x. BITUMINOUS PAVEMENT INTERMEDIATE EW 18A 0+80 717.20 (N/A} (NIA) 710.20 0 25 50 100 N
COURSE SHALL BE COMPACTED TO A DENSITY OF 95%a EW 17A 0+00 715.10 (N/A} (NIA) 708.10 BITUMINOUS SURFACE COURSE TO BE COMPACTED TO A a LINCOLN COUNTY TRC } 1 JAC a/2s/tt COMMENTS
DENSITY OF 95~a CB-9 4+68 732.07 (NIA) (N/A) 727.50
DI-16 8+01 752.00 (NIA} (NIAj 746.aa (IN FEET} Q PROJECT#:096003 PATE: 12114(10 w
1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 11, ALL CONCRETE FOR SIDEWALKS AND CURBS SHALL HAVE A + CALL uLOCO ) CB-15 777 751.26 745.04 (NIA) 744.84. 1 INCH = 50 FEET W DRAWN BY: JLS GHEGKEDBY: DEB
BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING Ul1LITIES MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. THE CB-14 7+34 750.41 743.10 NIA 742.90 ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. CONCRETE MIX AND CONSTRUCTION SHALL BE IN ACCORDANCE ( ) N ~ T1TLE
CB-13 7+10 749.10 741,94 (N1A) 741.74 WITH NCDOT STANDARD SPECIFICATIONS.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING CB-12 7+00 746.89 (NIA) (NIA) 741.69 GRADING AND
FLAGMEN, ETC, AS NECESSARY TO INSURE SAFETY TO THE „ ei i nerru anci~e nano iui c•rc eun _n in~r~nnti anYCC r'.R.11 R+RR 7dR 9n 739 99 739 99 739 79 s STr`~RM WATER
PUBLIC. 16. -I V(II VII ---I , YIl..I II~W1Vt --w YVI\V 11V1• VVl YV yr 1 v vv v.rv vr.rv rr.vv -1 SHALL BE CONSTRUCTED PER NCDOT STANDARDS. CB-10 5+84 742.31 734.86 (NIA) 734.61
MANAGEMENT PLAN -oil 4
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE CB-8 4+16 732.07 725.15 724.90 724.01 REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA 13. CONSTRUCTION JOINTS TO HAVE DRILLED 1 SMOOTH DOWELS CB-7 1+82 721.60 714.65 (NIA) 713.61 co
DEPARTMENT OF TRANSPORTATION. MINIMUM 30" ON CENTER AND BE SEALED WITH JOINT FILLER. CB-6 2+63 721.30 (N/A) (N/A) 716,26 SHEET co
1-800-632-4949 a w
AVOID UTILITY DAMAGE 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS CB-5 2+33 721.30 715.95 (NIA) 715.75 PART 1926 SUBPART P, OR AS AMENDED. CB-3 1+30 721.60 712.89 (NIA) 713.08
FES-1 0+00 716.00 (NIA) (NIA) 711.73

• E OS 0 CO OL 0 S: r
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED 1. ON-SITE BURIAL PIT LOCA110NS MUST BE DOCUMENTED PHASE-2 ~ASE_2 EXISTING DROP INLET (Zj
UNTIL THE SITE IS COMPLETELY STABILIZED AFTER ON FINAL PLAT. t0
CONSTRUCTION. DURING CONSTRUCTION THE CONTRACTOR 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED 1. SEE EROSION SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE FQR CONSTR'~ SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 FOR CONSTRUCTION SEQUENCE PRIOR TO BEGINNING PROPOSED DROP INLET ~
OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES. SEDIMENTATION CONTROL LAW AND IS SUBJECT TO A PHASE 2.
FINE. 2. ALL NECESSI ALL NECESSARY EROSION CONTROL MEASURES ARE Q PROPOSED JUNCTION BOX
N ~ 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED 3. STABILIZATION IS THE BEST FORM OF EROSION TO REMAIN II oywr FOR STABILITY AND OPERATION FOLLOWING ANY CONTROL. THE ANGLE FOR GRADED SLOPES SHALL BE STABILIZED ~ TO REMAIN IN PLACE UNT1L THE SITE IS TOTALLY STABILIZED AND PERMISSION RECEIVED FROM A
~3 ~ IN D RAINFALL PRODUCING RUNOFF AND AT LEAST ONCE NO GREATER THAN THE ANGLE THAT CAN 8E RETA E REPRESENTA REPRESENTATIVE OF LINCOLN COUNTY NATURAL "'a~w_~. EXISTING PIPE qp
SATE EVERY WEEK. ANY NEEDED REPAIRS SHAD. BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION RESOURCE D N IMMEDIATELY SO THAT ALL EROSION CONTROL CONTROL DEVICES OR STRUCTURES, IN ANY EVENT, 3. MAINTAIN CO RESOURCE DEPARTMENT. _.__w. MAINTAIN CONSTRUCTION ENTRANCE. REPLACE ~
~ MEASURES ARE MAINTAINED AS DESIGNED. SLOPES LEFT EXPOSED IMLL, WITHIN 21 CALENDAR DAYS STONE AS I STONE AS NECESSARY. FOLLOW MAINTENANCE ~ ~
~ 2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS OF COMPLETION OF ANY PHASE QF GRADING, BE PROCEDURES PROCEDURES FOR KEEPING DITCHES AND SILT FENCE ' - PROPOSED STORM DRAINAGE PIPE
NECESSARY, AND MULCH® IN ACCORDANCE WITH THE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR OPERATiONAI ~ SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN A PERMANENT GROUND COVER, DEVICES, OR STRUCTURES 4. REMOVE EX. z DENSE VEGETATIVE COVER. SUFFICIENT TO RESTRAIN EROSION. THE ANGLE FOR OPERATIONAL ON REQUIRED BASIS. ~ qj REMOVE EX. 2 - 24" RCP TEMPORARY PIPE EXISTING CONTOUR
i CULVERTS. N CULVERTS. INSTALL 2 - 72" RCP PIPE CULVERTS
w ~Ro 3. SEDIMENT DEPOSITS SHAD. BE REMOVED FROM GRADED SLQPES AND FlLLS MUST BE DEMONSTRATED AND HEADWA a ~ qo~, ss SEDIMENT FENCE AFTER EACH STORM EVENT OR TO BE STABLE, STABLE IS THE CONDITION WHERE THE E AND HEADWALLS.
~ ~ Qycs oR Q 5. INSTALL TH k eon q~ 4 SEDIMENT FENCE SHOULD BE REPLACED. THEY MUST SOIL REMAINS IN ITS ORIGINAL CONF1(~PRATION, WITH OR TEMPORARY INSTALL THE REMAINING STORM WATER SYSTEMS. 790 PROPOSED CONTOUR _ ~ a TEMPORARY DIVERT FLOW FROM STORM WATER p ~
rRO BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY WITHOUT MECHANICAL CQNSTRAINTS. SYSTEM INTC SYSTEM INTO ST-2. (INSTALL JB-2, FES-1, 30"
wa HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT 4. ADDITIONAL MEASURES TO CONTROL EROSION AND RCP AND RI ~ DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF ' RCP, AND RIP RAP APRON ONCE SITE IS STABALIZED} ' ' EXISTING BOUNDARY
~ 6. INSTALL INLE o~ FENCE IS REMOVED SHALL BE DRESSED TO CONFORM LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT. SYSTEMS AI INSTALL INLET PROTECTION AS STORM WATER ~ SYSTEMS ARE COMPLETE. PROPOSED CONSTRUCTION LIMITS ~
U TO THE EXISTING GRADE, PREPARED AND SEEDED. 5. MAXIMUM GRADED SLOPES ARE 2:1. WHEN STEEPER 7, COMPACT RC 4. CHECK DAMS SHALL BE CLEANED OUT WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A AND PLACEI COMPACT ROAD BASE, INSTALL CURB AND GUTTER, P'
OF SEDIMENT REACHES THE MID-DEPTH POINT BELOW GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND 8. SEED AND M AND PLACE PAVEMENT. ~ SEED AND MULCH DISTURBED AREAS AS SPECIFIED. PROPOSED SILT FENCE
THE WEIR ELEVATION. WASHED STONE SHALL BE FINAL SURFACE STABILIZATION, g, WHEN GROUF WHEN GROUND COVER IS ESTABLISHED AND ~
v~CINIT~ AP CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO 6. THE DEVELOPER SHAD. MAINTAIN EACH STREAM, CREEK, pERMISSiON LONGER GRAINS PROPERLY. OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE LINCOLN CQL PERMISSION RECEIVED FROM A REPRESENTATIVE OF ~ LINCOLN COUNTY NATURAL RESOURCE DEPARTMENT, PROPOSED ROCK CHECK DAM ~
NTS 5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED AND SHALL REMOVE FROM THE CHANNEL AND BANKS EROSION COP EROSION CONTROL MEASURES MAY BE REMOVED. L ?
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND COMPLETION OF ANY PHASE OF GRADING; PERMANENT OTHER ACCUMULATIONS.
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 7, ALL FLOW FROM PERMANENT /TEMPORARY DITCHES PROPOSED INLET PROTECTION
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION AND/OR BASINS UNTIL SITE IS COMPLETELY STABILIZED. OR DEVELOPMENT. 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION - x - z - z - x - x - x - PROPOSED TREE PROTECTION ~
6. ADDITIONAL MEASURES TO CONTROL EROSION AND CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN
SEDIMENT MAY BE REQUIRED BY LINCOLN COUNTY 575. NATURAL RESOURCES DEPARTMENT. 9. DE-WATERING OF THE WORK AREA DIRECTLY INTO A tV
STREAM, CREEK, WETLAND, ETC. IS PROHIBITED.
10. DEMOLITION MATERIAL HAULED FROM THE SITE MUST BE North Bosed On: Deed ~'p~ -v-
DISPOSED OF AT A PERMITTED FACILITY. 11, LINCOLN COUNTY MUST INSPECT SITE PRIOR TO Book 1228 Page 364 ,s,
REMOVAL OF SEDIMENTATION CONTROL MEASURES. Dated: Morch 2001 na®a~~~tsaij ~®®~~r
12. PROVIDE NOTICE TO LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT PRIOR TO INITIATION OF
LAND-DISTURBING ACTIVITY. d®9~®fl~'.
13. EROSION CONTROL PLAN APPROVAL CERTIFICATE WILL BE DISPLAYED AND A COPY OF THE APPROVED EROSION ~ 25J17 ~ Q~ ~ qt f
CONTROL PLAN MUST 8E AVAILABLE ONSITE. I ! ~3 r w
14. ALL EROSION CONTROL MEASURES SHALL BE - ~a
CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN (IN FEET) a
MANUAL.. 1 lNCN = 5Q FEET
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r" r" } ~E ~ i ~r 3 M r ~ i P i t ~ \ ~ FI@od~ r f / % ~ ~ ? POROUS BA S (TYPJ ° 't ~ J ' i ; r" ti ` ~ ~ A. FE~A ~ ` i @ NG License # F-a891 y\ ~ FI@odpipin Str~Ied •Frr~m ~ ~ ~ t ~ ; ! I ~ j
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,POROUS BAFFLES TYP ~ 7104,6 0200 J ~ r Doted: Aucjetst~~, 2001~..~ , ~~'~.``~ti.~``,, ~ ~
f § ~ ~ VO 8 4 i r ~ ~ ` r ~ V I ~y
' / SILT FENCE STONE OUTLET(TYP.) ~ ~ ! i SEDIMENT TRAP 1 I
s ~ TOP. 726.0 ~ ~ F ~ i , ~ ' ~ 'e ~ r
i T FENCE 7"YP. SPILLWAY: 724A:` ~ ~ ~ • ~ ~ I SINGLE ROW S L ( } f ~ ~ w ~ ,d BOTTOM: 720.0 ~ $ i ~ ~ ~
i 1 d ~ ",4~1~ RIP RAP APRON A-2 ' yx`=~ ~,m . ~ t $ _ ~ w 9 ~ ~ ~
~ i / / ~ ° . , ~ SILT TRAP ~2 ~ . ' , ; • ~`k ti 20'L x 23'W x 15"T ~ ~ ~ ~ ° c ~ ~ ~ '
1~ / _ ~ ~ n e ' ~ r ,r' r` ~ TOP: 716,0 " a" /r f a " % f " ' t l ' SPI f ~ ~ CLASS B RIP RAP ,i ~ ~ ~ ~ ; , ~ I ~ • ~ i I ~ °
~ y s ,r F ~ r r ) "i / / ~y4,w _ ~ /r I ( ...~.,,lw _ G LLWAY: 714.0 f ' ~ ~Q ~ ,r `ti `t ' BOTTOM: 710.0 ,r' ~ ~ `o ~ ~ ~ , , d° E ~ I I
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' ` ~ ~ r'~~ ~ TEMPORARY ~ DIVERT ~ ~ ~ I' i 1 ~ r' STORMWATER INTO ST-2 t tr t t ~ ~ t ' ~ ~ 0 b P s~~ ( ' ~ ~ ~ LLl ~ ~ ~ (jJ
. ti, ~o~ ;E `:Y ~ ~ ~ UNTIL SITE IS STABUZED SS , • ,
Q. °t 9 . ~ Y ~~j oo ~ !r` (INSTALL JB-2, FES-1, 30 /,r , ~s & RCP AND RIP RAP APRON ~ r-- ; '
~ i ,C- a a ~ " } MH . I 3 f ~ ONCE SITE IS STABAUZED ; h t } ~ ~ q ~ t ~ ~ I~ t~ 1 i i I 1 ~ 4„ ui U ~ t r 11 t 4 q I ~ ~f ' ~ °t AY f~ n J _ h
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a r - ~ . ' ' t ~ `t i _ ~ l ; • • t ~ 1 ~ a LINCOLN COUNTY TRC
~ ' ` 1 ~ , • ` -.r,'..-.~; _ _ ,,T 9 ~ I i Z 1 JAC 3/29/n COMMENTS ~(y.~~ - w,.M" ~ ,r.~` ,_.-_,wr~':'~._._., I ~ _ ; PROJECT#: 096063 DATE: 1?194110
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SILT TRAP PHASE
TOP: 724.0 W SHEET
. r' " - ~ SPILLWAY: 722.0 BOTTOM: 718.0 u
BAFFLES (TYP.) f C401
is ~ai E d

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• Ras o co oL a s• pP~yy V
THE PROPOSED CONSTRUC110N IS FOR THE EXTENSION OF A THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED L ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED PHASE-1 IASE-1 EXISTING DROP INLET nj
ROAD TO SERVE THE MULTIPLE LOTS. THE SITE TO BE UNTIL THE SITE IS COMPLETELY STABILIZED AFTER ON FNAL PLAT.
DEVELOPED IS APPROXIMATELY ~ ACRES WITH A CONSTRUCTION. DURING CONSTRUCTION THE CONTRACTOR 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED L OBTAIN PLM PROPOSED DISTURBED AREA QF ACRES. SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE EROSION CONTROL PLAN IS A VIOLATION OF THE STATE BEGINNING W OBTAIN PLAN APPROVAL AND PERMITS PRIOR TO ~ BEGINNING WORK AND SCHEDULE PRECQNSTRUCTION PROPOSED DROP INLET
OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES, SEDIMENTATION CONTROL LAW AND IS SUBJECT TO A MEETING. MEETING. h-
THE SITE IS RQWNG TO HILLY TOPOGRAPHY WITH SOILS ON FlNE. 2. FLAG WORK Nc ~ SITE BEING CLASSIFlED AS: 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED 3. STABILIZATION IS THE BEST FORM OF EROSION CLEARING Ab FLAG WORK LIMITS TO PREVENT UNNECESSARY QD PROPOSED JUNCTION BOX
Nwy, ~ FOR STABILITY AND OPERATION FOLLOWING ANY CONTROL. THE ANGLE FOR GRADED SLOPES SHALL BE 3. INSTALL CON ~ CLEARING AND STRIPPING. ° ti INSTALL CONSTRUCTION ENTRANCE. ~
siTE ~ SYMBOL NA(~ HYOROLGIG GROUP RAINFALL PRODUCING RUNOFF AND AT LEAST ONCE NO GREATER THAN THE ANGLE THAT GAN BE RETAINED 4. INSTALL SEDI INSTALL SEDIMENT BASINS AND TRAPS. EXISTING PIPE r
~ ~ CeB2 CECIL HYDROLOGIC GROUP B EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION 5. INSTALL SILT Q PeB2 PACOLET HYDROLOG?C GROUR B IMMEDIATELY SO THAT ALL EROSION CONTROL CONTROL DEVICES OR SIRUCTURES.IN ANY EVENT, DAMS. INSTALL SILT FENCE, DITCHES, AND. ROCK CHECK --'°m~- DAMS. _ _ _ _ _ ~
m Wn8 WINNSBQRO HYDROLOGIC GROUP D MEASURES ARE MAINTAINED AS DESIGNED, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS 6. CLEAR AND ~ CLEAR AND GRUB THE SITE. [ ~ _ PROPOSED STORM DRAINAGE PIPE U
~ 2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS OF COMPLETION OF ANY PHASE OF GRADING, BE Z DO NOT EXCI SLOPES RANGE NECESSARY, AND MULCHED IN ACCORDANCE WITH THE PLANTED OR OTHERWISE PROVIDED 1MTH TEMPORARY OR ANY VARIANT DO NOT EXCEED FLAGGED LIMITS OF DISTURBANCE. ANY VARIANCE FROM APPROVED PLANS WILL REQUIRE ~ p
z CECIL FROM 2 TO 8 PERCENT SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN A PERMANENT GROUND COVER OEVICES OR STRUCTURES SUBMITTAL C SUBMITTAL OR REVISED PLANS TO LINCOLN COUNTY -_.f - EXISTING CONTOUR =
a PACOLET FROM 2 TO 45 PERCENT DENSE VEGETATIVE COVER. SUFFICIEr1T TO RESTRAIN EROSION. 1HE ANGLE FOR DEPARTMENT z ~ WINNSBORO FROM 2 TO 25 PERCENT 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM TRATED DENT DEPARTMENT OF NATURAL RESOURGES AND c~
a Ao~ Ross GRADED SLOPES AND FlLLS MUST BE DEMONS SUBSEA ~ ~r~, ~ay~F oR a ANY SOILS LEAVING OR ENTERING THE SITE WILL NEED TO BE SEDIMENT FENCE AFTER EACH STORM EVENT OR TO BE STABLE. STABLE IS THE CONDITION WHERE THE THE WORK. SUBSEQUENT APPROVAL,BEFORE PROCEEDING WITH THE WORK. 790 PROPOSED CONTOUR
s'cy~ q~. ~ TO OR FROM A SITE MATH AN APPROVED EROSION AND SEDIMENT FENCE SHOULD BE REPLACED. THEY MUST SOIL REMAINS IN ITS ORIGINAL CONFlGURATION, WITH OR 8. REFER TO EF rR SEDIMENT CONTROL PLAN, BE REMOVED WHEN DEPOSIT'S REACH APPROXIMATELY WITHOUT MECHANICAL CONSTRAINTS. PHASE 2 FOI REFER TO EROSION AND SEDIMENT CONTROL PLAN
o i HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT 4. ADDI110NAL MEASURES TO CONTROL EROSION AND PHASE f IS PNASE 2 FOR CONSTRUCTION SEQUENCE AFTER Q PNASE f IS COMPLETED. - • • • • - • - EXISTING BOUNDARY
h 1HE SCOPE OF WORK WILL INCLUDE INSTALLATION OF EROSION DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF 9, NO EROSION NO EROSION CONTROL MEASURES IN EITHER PHASE 1 °
o`' CONTROL MEASURES, CLEARING AND GRUBBING, ROADWAY FENCE IS REMOVED SHALL BE DRESSED TO CONFORM LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT. OR 2 WILL B U CONSTRUCTION, STORM DRAINAGE, AND PAVING. TO THE EXISTING GRADE PREPARED AND SEEDED. 5. MAXIMUM GRADER SLOPES ARE 2:1, WHEN STEEPER TO SUCH ME OR 2 WILL BE REMOVED UNTIL THE AREAS DRAINING ~ ~
4. CHECK DAMS SHALL BE CLEANED OUT WHEN THE LEVEL SLOPES MUST BE USED, PLANS SHALL BE SEALEQ BY A AND PERMIS; TO SUCH MEASURES HAVE BEEN TOTALLY STABILIZED PROPOSED CONSTRUCTION LIMITS O AND PERMISSION RECEIVED FROM LINCOLN COUNTY r
ALL AREAS DETERMINED BY AUTOGAD, OF SEDIMENT REACHES THE MID-DEPTH POINT BELOW GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND NATURAL RE' NATURAL RESOURGE DEPARTMENT. PROPOSED SILT FENCE ~
THE WEIR ELEVATION. WASHED STONE SHALL BE FINAL SURFACE STABILIZATION. VICINITY IVIAP FORNEY CREEK TRIBUTARY to iS THE RECEIVING WATER, GLEANED OR REPLACED wHEN THE SEDIMENT POOL NO 6. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, 07
LONGER DRAINS PROPERLY. OR BACKWASH CHANNEL IN AN UNOBSTRUCIID STALE r FROPOSED ROCK CHECK DAM ~
NTS CONTACT PERSON: ERICH HAHNE 704-827-9104 5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED AND SHALL REMOVE FROM 1HE CHANNEL AND BANKS SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING OF THE STREAM ALL DEBRIS, LOGS, UMBER, JUNK AND y, >
COMPLETION OF ANY PHASE OF GRADING; PERMANENT OTHER ACCUMULATIONS.
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 7, ALL FLOW FROM PERMANENT TEMPORARY DITCHES 1 PROPOSED INLET PROTECTION -
WORKING DAYS OR 90 CALENDAR RAYS (WHICHEVER IS SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION AND/OR BASINS UNTIL SITE IS COMPLETELY STABILIZED.
QR DEVELOPMENT. 8. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION - x - x - x - x - x - x - PROPOSED TREE PROTECTION ~
6. ADDI110NAL MEASURES TO CONTROL EROSION AND CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN 00
SEDIMENT MAY BE REQUIRED BY LINCOLN COUNTY S75, NATURAL RESOURCES DEPARTMENT. 9. DE-WATERING OF THE WORK AREA DIRECTLY INTO A Cel
STREAM, CREEK, WETLAND, ETC. IS PROHIBITED.
10. DEMOLI114N MAIT:RIAL HAULED FROM THE SITE MUST BE DISPOSED OF AT A PERMITTED FACILITY. North Based On: Deed ~p
11. LINCOLN COUNTY MUST INSPECT SITE PRIOR TO Book 1226 Poge 364
REMOVAL OF SEDIMENTATION CONTROL MEASURES. Dated: March 2009 _
12. PROVIDE NO11CE TO LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT PRIOR TO fNI11A110N OF A
LAND-DISTURBING ACTIVITY. 4~. ~n.
13. ERO~ON CONTROL PLAN APPROVAL CERTIFICATE WILL BE DISPLAYED AND A COPY OF THE APPROVED ERQSIQN 0 25 50 100
CONTROL PLAN MUST BE AVAILABLE ONSITE. c ` a
14. ALL EROSION CONTROL MEASURES SHALL BE w t,,.
CONSTRUCTED IN ACCORDANCE 1MTH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN (IN FEET P~, ~ a~ . , b
MANUAL TREE PROTECTION (TYP) I INCH = 50 FEET `
4 t i i ~1 ~ ~ 'y 1 i t ~ ~ d i t? i ~ ~ 'y y' ~ P ~ 'k ~ a ~ ~ ~ y ~ ~ ' y` y ~ ~ i f ~ ;
f~ ~ I E 1 `s ~ { ~ ~ j ~ ~ ~ r Ffaod'p in~ ,r'' ~ F ! ~ POROUS BA S' (TYR) t t r ~ ~'a. Ffaod'p~~n~aled ~~m ~ ~t $ ; t a ~ ~ , i
FEM Mn ! ~ZFEMQ Mnp CoTrtmumt~•,~ ~ ~ I p`sp ~ t p t E ~ el umbers x`1 ~ ; , ~ ;
; I r POROUS BAFFLES {TYP) y y y~ ~7to s f ; _ ~ s ; € d A,o y ~~,0 600 ` ~ , t ~ I ~ NO l.ice~se # F-aS91 ~}ated~~tiAust 2007~w ~ ~~a + d p a ~ ! t 1
~ ~ ! t ~ ~ t. d ~V ~ ~'`~'~`y2~ ~a~ ~ W~ ~}aked`~~tiAu r . a' 1 i f n ~ } w ~ ' ~ t O r~ X68 ~ti~ ~ t P i , a F ~ ~
SILT FENCE STONE OUTLET TYP. ~ r r`f ~ ~ \4 C ~ t J _ y r r ~ r ,SEDIMENT TRAP ~t ; f o a s~ ~
i~ A f~ TOP: 726.0 ~ ~ r , l ~ ~ ~ y~y y'~ ; ~ ' 1 ~ - ~ y
SINGLE ROW SILT FENCE TYP, SPILLWAY: 724.0 ~ ~ ~ ~ , y y'~ ~y ~ ' i ~ t ~ l BOTTOM: 720.0 ' i~ ~ R J ~ ' ~ ~ y ~yy r o
t ~ I ~ j~ t ~ ~ ~ ~ "r~ ~y~y y' 11.,.x` . •y , T w . ~ a + ~ 1 ~
i ~ i R _ W~. t i$ SILT TRAP 2 r` f / i~ ~ "y. t ~ ~ 4 ~ ",f, G i . p ~ . ~ 7 3~ a~
s F' ! ~ TOP: 716.0 4' ~ *'y y, " i t' ~ _ ~ ; " SPILLWAY: 714.0 _ _ , w
f'`~ r ~ ~ r r _ t ( BOTTOM: 710.0 ~:r"~ ~ ~ . ~ ~ ~ i ~ / , x d
f ~ fi - _-.w i ' ~ " r " ti, ~ 4
r i - _ A L a 'y y ~ J 1 r ~ ~ I if e ~ ~ ~ ~ ~ ~ j ~ ~ ~ ~y ~ ~ j L
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~ 1 ~ `z r ~ ~ 4 ~ ' ~ Fl o N0. BY DATE REVISION
y y ~ i ..~0 S: y ~ `i l ~ ~ 6 ~ 1 ~ ~ i s 4 d, ~ d 3 ~ ` 0 1
t 7 ° s ~ fi~ONSTRUC110N LIMITS (IYP,) ~ 1
OR o ~ ~ ~ t ~ ~ ti M x 1, ~ ~ ~ ' ( ~ ~ ~ ~ ~ i ~ ~ ~ ' I ~ U { ~ q 1~ S,,i } ~ 9 p s 4 ~
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. e ®Pi` .ar / l ,„^'".s r."""..-.moo"...-~,„.®.~~,,, ~ ' r _ - _ ~ ,~..-~`'I } ~ q PROJECT#: 096063 DATE: 9?Ji4110 ` ~ f .r j
w ~ a' a . i ; L __..r_ ~ rr r f,. ~ ~ DRAWN BY: JLS CHECKED BY: DEB ,.Q V ~ 'r ~ i w
r^ . < _ w... ' " J,
/ / _ ,J ~ ~ ~ TITLE ~ _ _ ~ a EROSION
_ s°' _ f ~ ~ s _ ~ . ~ SILT TR
~ ~ : . ' ~ _ - _ ~w TOp~ 794.0 ' ^ .a ~ ~ r° f~ r e ~ T ~FA fI1VIFNT l .l INTRI /I
f.. p - r SPILLWAY: 7210 r
BOTTOM: 718.0 PHASE 1
BAFFLES TYP. j w SHEET w
a
r , "00000"< ,b C4mO
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_Z r O
12" MIN. OF NCDOT #5 NOTES; t~!
OR X57 WASHED STONE 'f? z ~
W=5' MIN, ie NATURAL GROUND 1. CLASS OR MEDIAN SIZE OF RIPRAP; AND LENGTH, WIDTH, , I MAXIMUM SPACING 1.5" MIN. ~
CROSS-SECTION W AND DEPTH OF APRON PER RIPRAP APRON DATA BLOCK SHOWN BELOW, hx
! 2. REFER TO THE NORTH CAROLINA SEDIMENTATION AND M RIP RAP M EROSION CONTROL MANUAL FOR RIPRAP APRON DESIGN r
3600 CU FT /ACRE x STANDARDS. A AND B ARE AT EQUAL ELEVATIONS ~ ~
ry r' ~ 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON t\4
° ' AND AROUND THE END OF THE PIPE OR CULVERT AT THE U z
z t DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER I
I _ OR CULVERT HEIGHT. ~5 WASHED STONE ~ U
/ , , " i,5 MIN 4 5 WASHED STONE / # 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE -X11.5' MIN~~ FILTER FABRIC
r APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE _ PAN (MIRAFI 700X OR APPROVED EQUAL) ~ ~
LAYER OF FILTER FABRIC AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO (MIRAFI 700X OR APPROVED EQUAL) THAT THE INVERT OF THE APRON SHALL BE AT THE SAME CLASS B RIP R. 2 p a CLASS B RIP RAP ~ ~ O U!
FILTER FABRIC GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING 1 ~ . /FLOW ~ w GENERAL NOTES:
PLAN VIEW CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE N Q 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
SECTION P-g WALL AT THE DOWNSTREAM END. 2, CHECK DAMS MAY BE USED IN SLOPING DITCHES ~
DESIGN SETTLED TOP OVERFILL 6" FOR 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL .L"~yo T _ OR CHANNELS TO SLOW VELOCffY OR TO CREATE ~ SEDIMENT TRAPS.
SETTLEMENT TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. 1' MIN. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
4' TO 6' 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM AT THE ~ SAME ELEVATION A5 THE DOWNSTREAM DAM, CI)
~ G,, 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% Sl4 B OR GREATER.
~ ~.~~Q~ CROSS SECTION
y (-_-L=10' MIN.--~; ~ 5" P~ EMERGENCY BY-PASS 6" BELOW SETTLED ; ' ~ 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN
in TOP OF DAM i THE RECEIVING CHANNEL SHALL NOT BE ALLOWED, ' ~
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF
? P~ THE APRON WILL BE PERMITTED, TEMPORARY ROCK CHECK DAM }
I NATURAL GROUND - - - - ~ I
FILTER FABRIC X=T MIN.
d ~ ` ~ ' ~ N
i STRUCTURE PIPE d50 RIP RAP
- - - - DESIGNATION DIAMETER ST[7NE SIZE L W T CLASS 1,,,, "
NOTE. ~ A-1 72" 15" 39' 51' 36 2 STEEL POST VARIABLE AS DIRECTED BY THE ENGINEER
A-2 30" 9'" 16' 19' 15" B PLEASE REFER TO NGESCPDM SECTION #6.60 ~t9®4tit6f 9@PPPp®,PA
FOR ADDITIONAL DESIGN SPECIFICATIONS ; ' FILTER FABRIC I (6' MAX.) ~ t~~®`~`' ` °®s`®
REGARDING TEMPORARY SEDIMENT TRAPS. 0 I ,i '°°a ~ Z~ Z a I I,I ~ a~ A
I l ~ t- Z d' { I
SEDIMENT TRAP DATA BLOCK B o ~ ~ o °J ~pQ~' WOVEN FILTER ~ ~ ~ ~ - t
TRAP WEIR WEIR SURFACE TRAP TOP OF CLEANOUT BOTTOM L 5 . , FABRIC ( i 1 ~ ~ 4 ~ /BAS ~ _ _ i w
DESIGNATION LENGTH ELEV. AREA DIMENSIONS DAM ELEV. ELEV. BASIN ELEV. (1d MIN.} w _
ST-1 10' 724.0 6,874 SF 60'x120' 726.0 722.0 720.0.
5 962 SF 716.0 712.0 710A PLAN ST-2 10 714.0 55x110 3 ~ ~ L . a~~rtt Pu~
ANCHOR SKIRT a a 4" MIN. WIDTH ~
ST-3 10' 722.0 3,927 SF 45'x90' 724.0 720.0 718.0
MAINTE C License F-0891 MAINTENANCE NOTES: GENERAL NOTES:
SEDIMENT TRAP RIP RAP APRON 1. FII 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32'° IN
PF DF PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST WIDTH AND SHAH HAVE A MINIMUM OF 6 LINE WIRES DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE WITH 12° STAY SPACING.
MI MADE IMMEDIATELY. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS
2. Sh NOTE: EP 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF
NE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. THE SELF-FASTENER ANGLE STEEL TYPE.
1. THE BAFFLE MATERIAL NEEDS TO BE SECURE AT THE 3. SE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS OUTLET ZONE 1 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR 4. BURY SKIRT WITH COMPACTED SOIL SILT FENCE SHOULD BE REPLACED, THEY MUST BE REMOVED WHEN 5. TURN SILT FENCE UP SLOPE AT ENDS,
15% OF SURFACE AREA SII FOR SILT FENCE. CHANNEL PERMANENT TEMPORARY DE DEPOSITS REACH APPROX, HALF THE HEIGHT OF THE BARRIER. ANY g, WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED
B c d f SE 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST SECOND CHAMBER DESIGNATION LINING LINING SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS POSTS MAY BE USE.
BAY, SO THIS SHOULD BE READILY ACCESSIBLE FOR 25% OF SURFACE AREA G- * 3„ RE REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED,
I ANCE. 3:1 SLOPES SUGGESTED AT ALL FLOW TD-1 4 3 1 NAG-P300 NA P300 pE MA NTEN ENTRY POCNTS FOR EQUIPMENT ACCESS. FIRST CHAMBER TD-2 1' 3 1' NAG-P300 NAG-P300 * 3"
' STRAW W NET 3" 25% OF SURFACE AREA TD-3 1 3 1 GRASS TEMPORARY SILT FENCE
3. POROUS BAFFLES ARE REQUIRED ON ALL BASINS AND TRAPS PER LATEST EDITION OF NCDENR EROSION CONTROL INLET ZONE
MANUAL, 35% OF SURFACE AREA
SUPPORT ROPE TO WIRE LINING
TO PREVENT SAGGING STAKE TO SUPPORT WIRE
~ _ _d. ~ ~
f SUPPORT POST. 24" I___.__._ . , , _ ; ' d ~ 1 w
INTO BOTTOM OR SIDE c TEMPORARY SEEDING FOR WARM AND COOL SEASON ~
h- h- _ W B
W _ _ F--
I z ~ f ~ EARLY SUMMER SEASON STEEP SLOPES ~ m o r~
~ ` . ' ' * NAG-P300 EROSION CONTROL MATTING BY NORTH z
_ AMERICAN GREEN. INSTALLATION PER MANUFACTURES _ _ ~ _ ~ RECOMMENDATIONS, SEEDING ~ ~ w
MIXTURE 40 LBS/ACRE OF GERMAN MILLET 120 LBS/ACRE RYE (GRAIN) ~ } 80 lBS/ACRE OF TALL FESUE 80 LBS/ACRE TALL FESUE w ~ w
N~
COIR FIBER MESH OR SIMILAR MATERIAL MAY 1 -AUGUST 15 October 25 -December 30 ~
STAPLED OR TRENCHED INTO BOTTOM OR SIDE cr; C}
SEEDING REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. BETWEEN DECEMBER 30 -FEBRUARY 15, ADD ua T
CROSS SECTION GEOMETRY OF DATES 50 LBS/ACRE OF ANNUAL KOBE LESPEDEZA. ~ ~
ON CHANNELS POROUS RAFFLES DETAIL DIVERSI APPLY 4000 LBS/ACRE STRAW OR APPLY 4000 LBS/ACRE STRAW OR ~
EQUIVALENT HYDROSEEDING. EQUIVALENT HYDROSEEDING. ~ w
z
NOTES: SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, OR APPLY LIME AND FERTILIZER PER SOIL TESTS, OR
AMENDMENTS 2006 LBS/ACRE LIMESTONE AND 750 LBS/ACRE 2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE w 10-10-10 FERTILIZER. 10-10-10 FERTILIZER, a
1. GRAVEL PAD TO BE 12'X 50' AND 6" THICK MINIMUM ON FILTER FABRIC STABILIZATION MAT. 0
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE a
TRUCKS IS TO BE PROVIDED. a SEEDING SCHEDULE CSEASONAL}
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED (N A CONDITION WHICH WILL s
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE
NECESSARY, KEEP SOME HANDY. U Q
5. ANY MATERIAL WHICH STILL MAKES IT ONTO 7HE ROAD MUST BE CLEANED UP IMMEDIATELY.
6. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTERING PUBLIC STREETS, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA AL a W
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN WOOD STAKES N
APPROVED SEDIMENT BASIN. 1 4" TO 1/2" GRID OPENING} WOOD STAKES ( 7. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL ~ W
SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE GENTLE SLOPES STEEP SLOPES Q NO BY DATE REVISION
AND TIMELY MAINTENANCE MUST BE PROVIDED. WIRE MESH CONCRETE BLOCK ' / 1D0 LBS/ACRE TALL FESCUE q
SEEDING 30 LBS/ACRE SERICEA LESPEDEZA (UNSCARIFlED o
0 MIXTURE 80 LBS/ACRE OF TALL FESUE AFTER AUGUST 15) 10 LBS/ACRE KOBE LESPEDEZA °o
5 WASHED STONE ~ j I
OPp E ' € FALL: AUGUST 25 -OCTOBER 15 FALL: AUGUST 25 -OCTOBER 15 a LATE WINTER: FEBRUARY 15 -APRIL 15 IATE WINTER: FEBRUARY 15 -APRIL 15 ~
G R , ' I I z
e ~ ~ SEEDING TO EXTEND SPRING SEEDING INTO JUNE, ADD TO EXTEND SPRING SEEDING INTO JUNE, ADD 15 g PATES 15 LBS/ACRE HULLED BERMUDAGRASS LBS/ACRE HULLED BERMUDAGRASS w
~O 0 s~, OVERSEED{NG OF KOBE LESPEDEZA OVER OVERSEEDING OF KOBE LESPEDEZA OVER ~
FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. a 1 JAC 3/29/11 LINCOLN COUNTY TRC
_ z COMMENTS
~ SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, QR APPLY LIME AND FERTILIZER PER SOIL TESTS, OR Q PROJECT#: Q96D63 DATE: 12114/1p
` DROP INLET GRATE ~FQ AMENDMENTS 4000 LBS/ACRE LIMESTONE AND 1000 lBS/ACRE 4600 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 10-10-10 FERTILIZER. 10-10-10 FERTILIZER. w DRAWN BY: JLS CHECKED BY: DEB
6" MIN. 5 • ~ 12" P ~ ~ TITLE
NOTE ~ Q EROSION & SEDIMENT
i SPECIFIC APPLICATION: 2"-3" COARSE AGGREGATE GROUND COVER: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 21 ~ CC~NTF2(~I I~FTAII
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111111 IYIL II I4V VI IIYLL I 1 1\41L41141V 1. !91 1 L14llULL lIi ILl\L GEOTEXTILE NONWOVEN ' HEAVY FLOWS ARE EXPECTED AND WHERE OVERFLOW 4f1LL1V V1111 Uf11J RI II-IN L lllj VIVI VINI.l11YV -1Y111 IV VVIYII LLILV VIN 1111.: ILIYII VllRli llLl ~R ®'se a a e asvr® : s e aerw CEASED.
EOUIVILANT TO MIRAFI 500X CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING NOTE 2
AROUND THE STRUCTURE. GRADED SLOPES AND FILLS: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL GRADED SLOPES AND FILLS WITHIN a
21 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY J SHEET CEASED. uWi
a
BLOCK AND GRAVEL INLET PROTECTION TEMPORARY CONSTRUCTION ENTRANCE SEEDING SCHEDULE C5mO
o

10'x10' DEWATERING BASIN ~
2:1 SIDE SLOPE ~ c-
(OUTSIDE STREAM BOTTOM} ~ N
POLYETHYLENE FABRIC ~ ON FACE (8ML. THICK} 1 FT THICK. t~
~4 WASHED STONE a
~ M
BRING GRADE UP OVER CULVERT IMMEDIATELY AND DIVERT RUNOFF SEED AND MAT IMMEDIATELY 10' MIN.
TO EROSION CONTROL MEASURES PER SEEDING INSTRUG110NS TOP OF BANK TOP OF BAN H P
POLYETHYLENE FABRIC
ON FACE (BML. THICK) RNAL ROAD GRADE ~ J- ~ A ~
/ TOP OF BANK
/ \ i
i RCP CULVERT FLOW ~ ~ _.~..--.--.......,.4-.--.:.~.t...__ ~ U
? ~ ~ ,TEMPORARY RIPRAP DAM DAM ~i ~ ~ ~ ~ ~
STREAM ~ RCP CULVERT r O d
FLOW ~ ~ ? _ _ ~ ~~SANDBAG5 ~ ~~-,I-- O
TOP OF BANKI~ 'I TOP OF BAN •a .
pORTAB~ ~ , P L Q
1 FT THICK
~4 WASHED STONE 10 MIN. SANDBAGS SYNTHETIC CONCRETE
FlL1ER FABRIC HEADWALL MAX. STREAM DISTURBANCE NOT TO EXCEED AMOUNT PERMITTED BY USACE
s>7
PLAN `
SECTION A-A
NOTES:
I, EROSION STONE TO BE "CLASS I" RIP-RA'. ,LASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON ~
PLAN. O FABRIC INTO CREEK BANKS AND INVERTS WHEN POSSIBLE. N
2. KEY SANDBAGS & FILTER FABRIC INTO CR 3, PIPE SIZE AND NUMBER TO BE DETERMINI 0 BE DETERMINED BY ENGINEER ON PLAN.
4. CULVERT BOTTOM TO BE MIN. 6" BELOW i SIN. 6" BELOW CREEK BED.
5. SANDBAGS & POLYETHYLENE MAY BE DELI FLOW, AS DIRECTED BY ENGINEER. VE MAY BE DELETED ON DRAINAGE DITCHES WITHOUT ACTNE VGINEER.
6. CONTRACTOR TO PROVIDE PUMP AND DISC PUMP AND DISCHARGE PIPE SUFFICIENT TO BYPASS STREAM
FLOW. 7. DEWATERING TO BE DONE TO DEWATERING y~;114/!!!!?!!~ TO DEWATERING PIT. NO DEWATERING OF DISTURBED AREA
DIRECTLY TO STREAM. ~®,,/tiB
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STREAM CULVERT aULVERT INSTALLATION .DETAIL ~""!4444?°° ~a~tt P
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- O ~ BACK QF CURB FRAME QAATE PND HQOD NOTES: MORTAR JOINTS 11" L§" THICK. O O m E GENERAL NOTES: Q ~ Z O~ Q
H'D X SEE STO.NO. 844.03 USE CLASS "0" CONCRETE THROUGHOUT. r°-`>0- H~ CHAMFER ALL EXPOSED CORNERS i". H ,~'i TOP ELEVATION USE FORMS fOR CONSTRUCTION OF THE BOTTOM SLAB. ~Q 'G. { 8 A 8x E USE GLASS "B" CONCRETE THRWGHOUT. ~ Q QQ
1'-0^ ,~Q H z ~--OPTIONAL MANHOLE ,Q4 ~~OO DEDIKT FOA PIPE(S) FRS TOTAL W. YDS. QF BRTCK MASONRY. z~~U }a00O Y 8" C USE M4 BAA DOWELS AT12" CENTERS. z~'~ DH 0 USE Y4 BAR ~YELS AT 12" CENTERS, H (7 H ~ ' MORTAR JOINTS ig" * THICK. H C7 iZi ~ t7 ~ i. Q
~Z~=-! Y Y PROVIDE ALL CATCH BASINS OVER 3`-6" IN DEPTH WITH STEPS 12" QJL't.=z mZm=-1 S CONCAVE T00 ALL EXPOSEO JOINTS. Qua= H -I D A - QN CENTER. USE STEPS YHICH GOYPLY WITH STD. DAAWINO 840.66. Q (q H D _ - - [7 O ~ 00~2Z
O O ~ C) ~ m - - - USE TYPE "E", "F" AND "G^ GRATES UNLESS OTHERWISE INDICATED. W a z W O Q ~ n ~ X ~ X ~ K ` USE FORMS TO CONSTRUCT THE BOTT~ SLAB. w Q z W 2 ~ Z m B USE BRICK OR CQNCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~ C7 a O Cx'3 ~ Z D m - ,f ~ ~ D 'r A~ t D JUY80 BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" F-U ~ O ~ z (D ~-UQO~ ~
to x o _ _ _ 6^ s^ x OF SECTION 640 OF THE STANDARD SPECIFICATIONS. 'Q F H fA ~ O - i k I - = m o G I ~ SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. ¢ h x o ~x z x o E~ ~ m s-x z Z H ®I- ~1 MI YIN. IF REINFORCED CONCRETE PYPE IS SET IN BDTT~ SLAB OF BOX, AOD TO SLAB O F, U. Q J z H Q r ~ a ¢ °w ~ ~ ~ r a FOA B`-0" IN HEIGHT OA LESS, USE B" WALL, OVER O`-0" IN 0 H W O h N r~n.l=~yOJ Q
• G) H p PS SHOwN ON STD. N0. BIO.OD. ~ H G'3 ~ H - - ~ `a~ y ~ f a ° HEIGHT USE 12" HALL TO 8`-0" FROM TOP Of WALL, AND 8" WALL ~ H n ~0'I z MIN. FQA e'-0^ IN HEIGHT OR LESS, USE 6" WALL. OVER 8`•0" IN HEYGNT, USE O O G! Q C? -(Z ' 1- a m r3 ~ ' FOA THE AEMAININQ 6'-O". ADJUST DIMENSIONS ANO QUANTITIES O H TL ZOM¢
• ~ ~ 12" WALL TO 8'-0" FROM TOP Of WALL PND 8" WALL FOA THE REMAINING z , H ~ 'cc A, D ~ . J - Z , ~ ~ ~a : ~ a ~':n,: 8'-D". QUANTITES TO BE ADJUSTED ACCORDINGLY. N.. M ACCORDINGLY. ~ H ~ W Q
E-+ r"1 I- • - - - -G IF AEINFORCEO CONCRETE PIPE IS SET IN EASE SLAB OF BOX, O- 0 r PLAN X CONSTRUCT WITH PIPE CROWNS YATCHINO. a? C6 r O Z SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". ' d Z B°' 3x ~ ADD TO BASE AS SHONNN ON STANDARD NO. 640.QO. r 0 ~ O r
w 3"~ ' • WITH sTEPs TOP ELEVATION - DRAWING NOT TO SCALE. Y C PROVIDE ALL JUNCTION BOXES OVER 3.6 IN DEPTH EPS GQ
~ ~ m PLAN SEE STANDARD 840.54 N4 BRAS "A" 12" ON CENTERS IN ACCORDANCE WITH STD. NO, 040.66. SPACED 6" FOR MANFIOLE CODER & FRAME C. TD C. ADJUST THE STEEL, CONCRETE PND BRICK MASONRY QUANTITIES :ES BARS t 1
FRAYS GRATE ANO HOOD TOP ELEVATION OPTIONAL TO INCLUDE THE ADDITIOI OF THE MANHOLE (I.E. DIAGO7AL BARS - - - - - - SHOITENED ARIXINO OPENING IN TOP SLAB, ADDITIONAL VARIABLE SEE STD,NO. 840.03 STEPS -STD. NO. 840.68 BRICK MAY BE USED TO HEIGHT BRICK MASONRY, QPENINO IN TOP SLAB.j :ABLE 4d ® Z E
8" 8" STEPS STD. NO. 844.66 - TQ SURFAG~E ELEVATION dAX. 1' 0 ~
- YYN. YIN, ~ ' ' - - - " 6" p u r ~ELOEV RON ISII2STA~TURE FAQY TDP OF BOTTOM SLAB TO A x o TQP ELEVATION m LC m HEADER ~
z I 6x A O Z t>.• t. GWRSES O O ' 0 6" B E U- ~ ~ i " ~ M4 BAR L!' 'x a to
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8x xb+ Q W g" E OR F il't" ~ 4S z N ~ GO ~ SECTION Y-Y uiN, Op a O ~ A ! ~ s" ~ O ~ OQ Z r~i ~ 4
-f 8" D YIN. D 8" ~ "'I -0 ~ INLET PIPE B + 16" A®~a H
~ z YIN. YIN, a = a x L z 6" ' SECTION ° ~ ~ ~ A a RISER HT, p ~ c a c o OUTLET ELEVATION G-C OR D-D DOWEL ~ ~ ~ D VAAIE3 ~ a ~ z ~ D SECTION X-X It ~ z J cp e a°cVz~ lA
A ~ ~ - 6"YIN. ' e ~,,';n.,°~ `;m.''. ~ .';a~,; ® Q ~ ~ D ~ O DIMENSIONS ANO QUANTITIES FDR BRICK JUNCTION BOXES D ~ O o~o~ Q
. , r - SEE STANDARD 840.54 z H ~ 0 -_„I 8" ~ SECTION J-J 6"YIN. o .'.®'.4.`.c "s'°:P,'. Q ~ ~ H 47 FOA MtANHOLE COVER d FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS OET7JGTIOHS FOII OHE a ~ ~ YIN, YdfERE3PT035'PIPEISUSED SECTION M-M 3^ SEE NDTE ~ ~L N ~ 1' Z D BRICK MAY BE USED TO PIPE SPAN WIDTH HEIGHT BAR3 DIMENSIONS WNC. BRICK MASONRY PIPE CU,YDS. ~ ~ 0 t~ aye z F. _ e- D,ros. ~ ~ oa h- ~
171 ~ E Vr4iERE4TT064°PIPEIS USED ~ H Z ~ ADJUST FRAME 6 (AVER TOP $ YIN. WALL PER
RA H x H m O W H TO SURFACE ELEVATION MAX. 1' D A B H H0. LENGTH E F ('AOTTOdI HEIOiT FT, HT. C.S. R.C. x Ca ~ W ~ RISER HT. V.4iEERE 30"T038°PIPE iS USED {J} ~ r z 6" CU. YD. CU. YQ, CU. YD. _ d1 ~ H
VARIES E H m ® O i/#^ X B" EXP. JOINT 12" 2' O" 2'•0" 2`-3^ 12 3`•1" 3`-4° 3'•4" 0.412 D.591 0.263 0.020 6.032 H ~ 17 J ! J (D °i' -Il p., r 15" 2'-0°` 2'-0" 2'•6" 12 3`•1" 3`•4" 3'-4" 0.412 D.65] D.263 0.031 0.047 C7 a.o3z H CC ~ a.oaa z m ?
~ - - - - - - - ~ ® ~ _ _ _ M lli ~I 9x 18" 2'-4°' 2`•4" 2'•9" 14 3'•5" 3'-8" 3'•8" 0.496 4.814 0.298 0.044 0.065 W o.oss w •s;,
I ~ A24" 3'-0°' 3'-Orc 3'-3° 18 4'•1" 4'•4" 4'-4" 0.695 SJ78 0.362 0.978 0.913 - 1 6" x 30" 3'-4" 3`-4" 3'-9" 18 4`-5" 4'-8" 4'-0" 0.807 1.481 0.395 0.122 0,170 0.913 O,t70
---?t 8" a i a ~ - ! m 36" 4'-0" 4'•0" 4"-3" 26 S`-1" 5'-4" 5'•4" 1.053 1.959 0.481 0.178 0.238 4 1 0.238
` i a8 42" 4°-8" 4`-8" 4'-9" 22 5'•9" 8'-0" B`-0" 1.333 2.5Q3 0.527 0.240 0.323 48" 5'•4^ 5'•4^ 5'-3" 28 8'-5" 8'-8" 6`•8" 1,648 2.940 0.560 0.313 OA22 0.323 6 0.422
Vh{ERE42'TO54"PIPE IS USED 6" p~L 54" 5'-10" 5°-10" 6'-9" 26 8'-11^ 7`-2" T•2" 1.902 3.502 0.609 0.398 0.535 0.535 9
i SHEET 1 aF 2 DETAIL SHOWING METH00 SHEET 1 of 2 SHEET 1 Of 1 60" 6'•8" 8'-6" 6°-3" 30 T-7" T-10" T-10" 2.272 4.113 0.658 0.489 O,68D SHEET 1 OF SECTION Y' I 66^ 7'-1" 7'-i" 6'-s" 3z 8`-2" 6`-5" 6'-5" z.824 a.770 4.748 o.5s1 D.ase O,BBD SNEET 1 QF t a.ase 840.32 N
840.01 OF RISER CONSTRUCTION PLAN PLAN 84®.O1 840.32 8403 r
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m ca -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ',q.. ~a PAVEMENT SURFACE H C? Z m ~ o -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. p., a PAVEMENT SURFACE H v Z . . ~ ~ -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE J ~ 'Q ~ m -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF ~ SURFACE ~ Q a
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WITH JOINT FILLER AND SEALER. PROPOSED ~ WITH JOINT FILLER AND SEALER. PROPOSED -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT 7O CURB & GUTTER PROP. T 1~° JOINT FILLER -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB A GUTTER PAVEMENT JOINT FILLER ?H U O
ALL RIGID OBJECTS. JOINT PAVEMEN ALL RIGID OBJECTS. JOINT [NT ~
LONGITUDINAL JOYNT TRANSVERSE EXPANSYON JOINT LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER IN CURB AND GUTTER
SHEET 1 OF B SECTION VIEW OF JOINTS sHEET 1 GF a sHEET 1 aF a SECTION VIEW OF JOINTS sHEET 1 aF u. SHEET 1 OFn{{3 O
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2. CAST WITH THE USE OF ALUMINUM PATTERNS. 4" ~ .:t~ a. 3 oz ~ u 96' BEND 2"-9 1 0 0 0 ~ Ci B" 3. CASTING TO 8E PAINTED WHILE HOT WITH ~ gg ~ kz z~ ' to r-9p' BENp ~ a ~ d I- o° ° ~ ~ QQ N
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GASKET SEAL AND LIFITNG BARS, ~ i w m 6. STANDARD LETTERS UNLESS OTHERWISE SPECIFIED. z ® ~ 5 \0, l`\'`i~/ UNDISTURBED ~ _ ~ ~ I I ! II ®rrrrrrrrrrrrrrr y~~ - MATERIAL ~ ~ ~ \ _ I I~ ~ I- 0,~r ®rp®I
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ABOVE THE GROUND. z~ ow . zzd ~ 4 ago JmJO ° p 0 0~0 . u~. o . ga za° UaF av~ 5 a xz #ax4a at-rnm ~d
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71, MANHOLES COVERS SHALL BE HEAVY DUTY AND RATED FOR H-20 ce "T a ~ ai o
H-2Q TRAFFIC LOADS.
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oaa~:2/15/os QEPARTMENTC?F ont~:2Jt5/D6 DEPARTI+{{ENTOF aA~:2/15,/O6 STANDARD DETAIL ~Am~ gx; STANDARD DETAIL pRA~ BY: STANDARD DETAIL, DEPARTMENT OF ' one 2/I5/os DEPARTMENT OF N DETAIL aeax~ ar. STANDARD DETAIL PUBLIC. WORKS a TITLE
~RA~N PUBLIC WORKS PUBLIC WORKS PUBI_IG WORKS
N.T.. N.T.s, AR`T' LaNCOLN'couNTY N,G, s~: N.T.s: SANITARY SEWER' s UNGOLN C(~UNTY> N.G. SAN{T SEWER STANDARD BEDDING DETAIL: FOR PVC_ LATERAL CONNECTION LATERAL C4NNEC110N -SEWER LINggLN COUNTY, N.q. N.T.S. uNCDLN CQUN1"Y, N.c. a SANITARY SEWER ENCASEMENT PIPE < NNEC110N Ft~E UNDER HIGHWAYS `AND RAILROADS ~o WS-4 z DETAILS
naue^r. nc,r nruu-ra-: Hint FII F ;RLE rr o
It4fC 1 CYY~~ r#rc N0_ MANHULt
w SHEET co
a
3: (;504 U
Q

25'-10"
GENERAL NOTES: ~
2'-6" 20'-10" 2'-6"
AT TIME OF RETAINING WALL CONSTRUCTION, THE ENGINEER SHALL BE N
5'-4" 5'-1" 5'-1" 5'-4" PRESENT TO REVIEW SITE CONDITIONS AND TO MAKE ANY NECESSARY
CHANGES TO THE WALL AS NEEDED.
THE CLIENT SHALL NOT RE-USE OR MAKE ANY MODIFICATIONS TO THE '
#6 N1 SPACED AS SHOW SEE PLANS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE DESIGN
RETAINING WALL ELEVATION 11-#6 V1 -FILL FACE PROFESSIONAL. ~
SPACED AS SHOWN SEE v
THIS PLAN IS NOT A GRADING PLAN, THEREFORE THE ELEVATIONS AND ~ ~
#4 T8 (TOP & BOTTOM 25-#6 ZS C~ 10"CTS. RETAINING WALL ELEVATION LAYOUT OF THE RETAINING WALLS AS SHOWN ON THIS SHEET SHALL BE w v
OF FOOTING)PLACE AS -TOP OF FOOTING 11-"4 V2 -FRONT FACE SPACED AS SHOWN VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES FOUND SHALL BE
SHOWN 25-#4 T1 na 10°CTS. 1-#6 V3 SEE RETAINING WALL ELEVATION BROUGHT TO THE ATTENTION OF THE ENGINEER. ~ ~ ~
- BOTTOM OF FOOTING i OR W
ALL SAFETY REGULATIONS SHALL BE STRICTLY FOLLOWED AND ENFORCED ~ ~ ~
*4 T2 TOP ~ ~ ~ 72" I.D. 1-~'4 Vll & BOTTOM i ,G i ~ HEADWALL , COATED ® ~ BY THE GENERAL CONTRACTOR. METHODS OF CONSTRUCTION AND ~ J
OF FOOTING CMP (TYPJ
ERECTION OF THE STRUCTURAL MATERIAL SHALL BE THE CONTRACTOR'S ~
i RESPONSIBILITY.
0 1~R 6 Z2 ~ ~/2"JOINT 1-"4 T3 ' i MATERIAL ~
c? FOUNDATIONS: ;
(TYPJ ` CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS PROVIDED BY THE
~ c? ~ ~ GEOTECHNICAL ENGINEER. THE SOIL IN THE VICINITY OF THE HEADWALLS
tip' I FILL I CO co FACE '~4 Hl p G y y \,r~ z~ SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AS DIRECTED ~
f~'~ y BY THE GEOTECHNICAL ENGINEER AS NEEDED TO OBTAIN AN ALLOWABLE
~L~' 1 I ` rs ` ~ ~ 1 G°6,~' BEARING PRESSURE OF 2500 PSF.
g~;~~'~, 9~ , SOIL PROPERTIES UTILIZED TN DESIGN:
~~2~iP y ~ a V h - ~ ~ G ~ ~ ~ SOIL WEIGHT 120 PCF
G ; SOIL FRICTION 0.40
y ,r c~ ka 0.33
Kp 3.00 i ~.~~.CA~p~
~ 1': Q ~.~~`P CO~C ~1 O F ~ ~L~ R~~~p ~ i ~ ~ ~ ~ ,~o- ~ p A FRONT #4 H7 ~ A~ ALLOWABLE BEARING 2500 PSF ,?'o 'srn???
{ . :t f V Yi^' ~ ,
CONCRETE RETAINING WALL: k;
CONCRETE COMPRESSIVE STRENGTH IN 28 DAYS - 3000 PSI. r`°¢
~ #6 Nl FACE
ALL CONCRETE WORK SHALL BE TN ACCORDANCE WITH ACI-318,
~ *4 "H" BARS LATEST EDITION. .
v MAXIMUM COURSE AGGREGATE SIZED FOR CONCRETE SHALL. BE 1'4 !
titi
~o CONCRETE SLUMPS SHALL BE AS FOLLOWS: 5"MAX. TO 2°` MIN.
o -ae. j, ~ 53~6~~ REINFORCING STEEL SHALL CONFORM TO ASTM A615 AND SHALL BE
QTY 8„ #4 T8 ~ GRADE 60.
AJ o (TYP.?
ti BAR DETAILS AND SUPPORTS: ACI DETAILING MANUAL AND THE NORTH
CAROLINA BUILDING CODE. LAP ALL SPLICES 40 BAR DIAMETERS OR ~
\ 24" MINIMUM.
/pYA~" ~
CLEAR DISTANCE FROM ANY FACE OF CONCRETE TO MAIN STEEL I ~
.J SHALL BE 3.
,a
5'-3" 18'-6~/4" 5'-3" ALL EXPOSED CONCRETE CORNERS SHALL HAVE CHAMFER.
~T 9~~ Y'o J Q
FIELD CUT Gl THRU G4 AND N1 BARS AS NEEDED TN CONFLICT
RETAINING WALL PLAN WITH 84"COATED GMP.
z 0
zo~-io~~ ',m w
~u~ ~n
3-°6 Vl (FILL FACE) 5-#6 Vl (FILL FACE) 3-°6 Vi (FILL FACE)
3-'~4 V2 (FRONT FACE) ~ 5-#4 V2 (FRONT FACE) 3-"4 V2 (FRONT FACE) 336"
Cagy 10"CTS. C~ 10"CTS. c~ 10"CTS. "5 Gl #5 G2 (EACH FACE) v~ I`~ J
(EACH FACE) 1~-g'~
Iz i;
(TYPJ ~ (TYPJ (EACH FACE) ~ ;w
y °
'r 0 x I' r
4-°4 Bl BARS I ; z
PLACED AROUND ~ rr
EACH PIPE (FIELD / ~ Q Ii ~ iM z
CUT AS NEEDED? / G~ ~ ~iw
(TYP. EACH FACE) / (O I I~,
' '~F' 1 ~ 3" fd DRAIN
- - - G PQ,-- - - - - ~ i ~ 6"ABOVE ~
I O' `y PIPE FLOW LINE o ~ ~ w (
'x ~ w
~ ~ ~ W W
t N ~ ~ N
~ ~ ~ PIPE NOT SHOWN p
~ONST. \ ~ ~ 1 H W ~ 'REVISIONS
JOINT in p _I~ - ~ -U--- ~ o ~ W FOR CLARITY .
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PROJECT#:09fi039 MAY2010
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DRAWN BY: M.J.O. M.W.C. CHKD J
#5 G4 HEADWALL 1lTLE
(EACH FACE) i HEADWALL
N PLAN AND
6-'~6 N1 9-#6 N1 4-#6 N1 PROPOSED GROUND I ' ~ L ATIO
C~ 10"CTS. (a7 10"CTS. C~ 10"CTS. SURFACE IN PIPE
L ~ SHEET
fs: y
RETAINING WALL ELEVATION ®r.e`;
t01-CADDIdgn4C 5.5.dgn 312512011 12:47:25 PM

L
12" Fa GNE EALL
3~~ EACHl FACE TYPE L BAR NO® SIZE
(TYP.)
°5 G2 B1 16 4 STR 7'-6" 8® r~
EACH FACE
G1 4 5 STR 20'_4" 85
o~
G2 4 5 STR 13`_0" 54 ~
#4 H6 z G3 8 4 STR 4'-6" 24 ~
~
G4 6 5 STR 14'-4" 90 ' °
®
oa. Zvi = FA~ET v~ ~
U N ~ FRONT o . U N1 36 4 1 2'-10"
a FACE ~ U 68
o FILL v z N2 12 4 STR 8`'6" 68 in
~4 V2 FACE ~ v #4 „V„ BARS FACE o
O Q U a ~ N3 4 4 STR 8'-1» 22
a
° #6 V1 EACH3FACE ~ ~ ~ ~ H4 4 4 STR 6`-3" 17
M ~ ~ w H5 4 4 STR 4'-5" ~
~a a "4 "V" BARS a w 12 0
m m H6 4 4 STR 2'-7» 7 ~
_ ~ H7 4 4 STR 9'-9" 26 a
~w # I
9„ Qa_' ~ N "4 Hl H1 or, v N1 41 6 2 5'-3" 325
a w
#6 Nl EACH4FACE N @~ 3 ~~Z ~ #6 Nl CAR®~
T1 25 4 STR 7'-3" 121 ~ .?'o.".sr®°`.
i- 4 ~~4"
T2 14 4 STR 25'_5„ a . . 238 z Q 3~ ~ ~ ~
~ N • • Q `N N _ • • •
l0 T3 6 4 STR 4'-11» 20 i; ~ ~'.,~,J/A.4~'~~:
Z~ ~ u6 Zl a i~ ifl #6 "Z„ BARS i~n #4 T1 M ~ uq „T„ v BARS ® T4 4 4 STR 4'-5" 12 i p ~4~~~..
r., T5 4 4 STR 4'-O" 11
T6 4 4 STR 3'-6" g
a
~4 T2 4-~4 T2 T7 4 4 STR 3'°O" g
C~ 12"CTS. T8 24 4 STR 15'_1„ .242
TOP & BOTT. CONST.
JOINT OF FOOTING 3-#4 9" 7'-°" CONSTRUCTION JOINT 9" VARIES pOPFO SECTION A-A SECTION B-B
3-#4 T9 SPLAYED ~~a
TOP & BOTTOM ~
OF FOOTING V1 11 6 STR 10'-1" 167
V2 11 4 STR 10`_1`° 74
V3 2 6 STR 8'-4" 25
V4 2 6 STR 8'-0" 24
RETAINING WALL WING WALL
V5 2 4 STR 7'-5°` 10
V6 2 4 STR 6'-10" 9 ~ ~
1-"6 V4,1-"6V5,1-"6 V6, V7 4 4 STR 5'-9" 15 ~ , ~ ~
2-"6V7,2-#6V8,2-#6V9 2-#6 V10
4" cagy 12"CTS. (FILL DACE) 8" V8 4 4 STR 4'-8» 12 ~ ~ ~ tJ
1-"4 V18, 1-#4V17, i-'~4 V16, a
2-"4 V15, z-#4 ~~4, 2-"4 V13, 2-#q ~~2 BAR T Y P E r p V9 4 4 STR 3'_7" 1Q ~ _ R
C~ 12"CTS. (FRONT FACE) f
U10 2 4 STR 3`-0" 4 ~ N
V11 2 4 STR 8'-4" 11 W
N
2-"4 H6 V12 2 4 STR 8'-0" 11 ~ `j
V13 2 4 STR 7'-5" 10 Z
2-#4 H5 ~ ® V14 2 4 STR 6'-10" 9
~ U15 4 4 STR 5'-9" 15
2-#4 H4 a
ix
~ti 2-#4 H3 ~ V16 4 4 STR. 4'-8" 12 5 Q
z ~ V17 4 4 STR 3'-7» 10 3
2-#4 H7 #6 V4 vi O F-
~s` ~4 V12 w ~ V18 2 4 STR 3'-0" 4
N U
a Nl 4' 4'-0" ~
'~6 V3 ~ Z1 25 6 2 9'-3" 347 N
= Zl 7' ~4 Vll d- w 7,_3,r Z2 6 6 2 7,_3<, 65
u
m Z3 4 6 2 6'-7" 40 p
Z2 5' "6 V10 5'"2~~ Z4 4 6 2 6,_lr, 37
1'-8~~z„ 63/4,
OR a REVISIONS Z5 4 6 2 5'-6" 33 a
N } "4 Vl8 Z3 4' ~ CONST. 4'-7"
Z6 4 6 2 5'-0" 30 N
W
JOINT 4,_1„ a
- - - - - Z4 4' #6 Nl ;h REINFORCING STEEL LBS. 2521.
3,_6,r w
- ~ Z5 3' ~4 H2
CLASS "A" CONCRETE BREAKDOWN w PROJECT#:096039 MAY2QID
Z6 3' c~rTTn~i r-r 3'-0° POUR 1 FOOTING C. Y. 13.0 ~ BRAWN BY: M.J.O. M.Yd.C. CHKd .r
POUR 2 WALL C. Y. 9.1 ~ ~
HEADWALL
SGTfQN DETAfL
CLASS "A" CONCRETE C. Y. 22,1 ~ SILL OF MATERIAL
SHEET
L- N..## 1 J.. I r V u
WING WALL ELEVATION ALL BARS ARE OUT TO OUT T I C5.6
101-CADD1dgn1C 5.6.dgn 312512011 12:46:16 PM

Q
~ O
tV
e
P~
k I I AREAS REOUIRED FOR ~~J'~CREiE BLACKING FOR TEES AND BENDS ETC. "
1 z BASEO ON TEST PRESSURE aF 2aO F.S.I. r
~ a x ,Ol A4 E~ i Lo ~ ALL AREAS GlV£N ARE tN SQUARE FEET-(AGAINST UNDISNRBEO EARTH}
z F'~,--, zQ oo~ y.. fV
i UNDISTURBED w' ~ ~ j Il QQ~ ~
SAIL ( ~ - ~ 2k'a Q a ~~4 ! ~ A` ~ ~ tv~ ~ ~ C~?
z =x'= 1' zw
tU ka ` A; Q ~ ~ ` v1
- I I a r-- I~ Q -Q , ~ ~ ~ ~ PLAN-BENDS PLAN-TEES a ( 1,
~a I I' m° ~ Im i 6 BINDER TYrE "H~ O DER :TYPE "H° OR CABC p ~1 ~C~ ~ ~4ry~0 3
o ~d4 ' ¦ s" ~
18" MIN. 24" MIN.. 1= I ' zn'.~~ 45' 10° DIR. 12#~ &;`UP ~ W ~ '~~o~ ~
m ~ LESS.. ca ~ z~rN z 21 . - I awzz° Q` I ~ 2" TYPE 12 Si-i/4' 1,ta5 t 1 t
I z ?Q a~ a~~ ii I o ~ I ~'owo q ~ 2" STONE 22-5/2' ' z,2a7 5 2 2 ~
o EXIST. PAVEMENT a.~ U n a wti z 45' 4.326 2 3 3 - ~ ~
~ 04 ~ o~ - EXIST. BINDER---~'~ 'r ~ w (7 CL - ggpa qqa o ° °ao ate'-'o # ° a,..z EXIST..SfiONE a o ~,o a Q a a a a:~®~ D 9a` 7,996 2 4 5 ry~ry~~ iP QO O O b ~ D PO .:BOO C1p ~ I W
` 18 MIN,-10 DIR. OR LESS C-PLAN ~°n. q a q o © o a o c aoo ~Q °a o ~°ao° Q FLOG 5,665 2 3 4 2-5 8°W ' J k. ~
24° MIN.-12" OIA. OR GREATER D=ELEVATION ~~oQ~ 12° r ® a 3,.i~a ( ~
SECTION X-X PLAN & ELEVATTON f ~ f (MIN. 11-tf4' f.97O 1 2
PLUGS MIN. BENDS ~ TEES ( } - ; 22-1 J2' 3.922 5 2 : 3 ~ ~
1 ' -el-, PIPE 90 BEND ~5 BEND 22-1 2 6EN011 1/4 BEND TEE PLUG ~ ~ ~ n CLAY BASE BACK FILL 45' a,s94 2 4 5 >
SIZE A B A B A B A" B A B` C; p ~ 12° ` 12' MATERIAL _ t 2 ' 9O" 14,215 4 $ 9 DO
a 4° 18" 12° 10° 13° 7" 10" 7° 10"' 12" 14` 13" 6" ,at .a~ U ~ v PLUG SOA53 3 5 6 2-5/8°0 ~
# " # # k # # k # # # # " - r z z 4 6 98 12 10 13 7 10 7 1O 12 14 19 9 - - - ,~I® r TAMP (EACH..LAYER} 52°
COMP. 6"'LAYER 11-t/4` a,433 2 3~- 3
" m _ 8 24 18 13 18 10 12 10 12_ 16 18 25 11 ~ ~ ~ ~ I 4` I ~ vixU ~ N - i? 22-5/2' .''...8,826 3 5 6
j . # ° " # # # ~Qw a N ~ w } 1 iil f t,
j' 1O 28 22 15" 22" 12" 15° 12 15 20 22 31 14 ~ ~ , 1- `I ' 3_ ~ ~ ~ i i ~ _ ° U " O T - {I ~ III a ~ J ~ A ~i~ I I ~i I (e r45' -47,352 5 9 t5 9.,t~ ~ r,. . 9a` 35,983. 8 56 59 q"e®°®~ ° ® oo® ,a: w
1 12" 32" 28" 19" 28° 14" 18" 14" 18' 22 28 37..17 w I` i'" ~ ~~a ¢ w I ° a ° ~ ~ ( j ~ '~____--//~~~I L ,fop ~ u~ a.
16° 54" 38" 30° 36" 18" 36" 1$" 36 36" 42 54° 24 - a li- ~ a o it o ~ u, ~s ~ v z VAR6ABLE I 1 ~ ~ ~_.1/ aura. ~ ° PLUG 22,659 6 52 54 4-~3/4®0 ~ _i' ®,Ed ~ ~ ~ o ~ °e ' m° r ~
2000 PSF SOIL (SAND i~ GRAVEL WITH CLAY) ° ~ - o a °mzp a i6° / r ~ ~
- ~ ~ it d t..qa N NOTES: w I_ [ m~a o 11-5J4' 7,881 2 4 ' S
a Q I- I~ Q{a"~ 22-1/2" 55.695.: 4 8 50
{I ~3w d 1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA .WATER H,4MMER ALLOWANCE. ® a ati m w ~ ~ ~ ~ ~ re a 45` 30,779 6 Ss 59 F°~I~~~~~~~~'
~ } aw 2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTtIRBEO GROUND. ~ ~ I' ` u NmN ~ ~ ® 4 ~'o o d 9O' 56,865 55 29 35 a~P°fr ~ ~aA~~®~
3. THRUST BLOCKS TO BE USED AT :ALL LINES OPERATING UNDER PRESSURE. ~ ? a`~ a u~ PLUG 4Q243 to 21 25 6-3f4`
uw~ o w 4. KEEP ALL PEP(NG JOINTS CLEAR OF CONCRETE THRUST: BLOCKS. ~ o REAO110N BEARING AREAS`ARE IN SQUARE FEET kIEASUREO IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANC2.E OF 9a° TO THE THRUST'VEOTOR.
~ ~ < w ~ ti -USE 6° - 9a' BEND VALVE FOR HYaRANTS FOR ADOiTIONAI SAFETY FACTOR. NC LIC8IIS@ '091
5i a 1 y 2 I2 - 5/8" 0 ROD IS' AOEOUATE FAR 6° F.H. IEG}
a
Gay. z /t s/os DEPARTMENT OF onr~: z/t s/o~ ~ a~~: z/t 5/os bEPARTMENT 0. DETAIL 'DEPARTMENT OF oh~:2/SS/as STANDARD DETAIL. DEPARTMENT OF
STANDARD DETAIL STANDARD DETAIL ,~~Y~~Y; _ STANDARD DETAIL GRkKN 8Y: PUBLIC WORKS ORAriN BY. PUBLIC WORKa PU®UC-WORKS ~a~Bw PUBLIC WORKS
sc~e: N.T.5. LINCOLN COUNTY, N;C. scup; rt.T.s. R ~ ANT LINCOLN COUNTY, N.C. scea~: N.T.S. FERROUS MATE IALS AND JO LINCOLN COUNTY, N.C. AREAS REQUIRED FOR CONCRETE LINCQLN COUNTY„ N.C, :NT REPAIR BLOCKING FOR TEES & BENDS ETC.
G DETAIL TYPICAL PAVEMENT REPAIR' TF(RUST BLOCKIN ~ REQUIREMENTS FOR WATER LINE No. WS-1 s _ FOR UTILITY CUT ~ CUT FaE (BASED ON TEST PRESSURE OF 200 PSI) i'o WS-9X No. WS-3
AND SEWER LINE CRQSSINGS Na. ~
L!1
OTES• N , CONTRACTOR IS RESPONSIBLE FOR CONTACTING NOTIFIED 72 HOURS PRIOR TO ANY EX1S11NG ~ THE APPROPRIATE AGENCY FOR 1NE FlELD U11LITY CONNECTIONS OR TESTING. CONTRACTOR
UTILITY CROSSINGS: LOCATIONS OF ALL UNDERGROUND UTILITIES SHALL NOT OPERATE ANY VALVE WITHIN OR
1. ALL UTILITIES TO BE UTILITIES TO BE IN ACCORDANCE WITH BEFORE STARTING CONSTRUCTION. THE INCLUSION CONNECTING TO LINCOW COUNTY'S WATER ~
AT U11UTY CROSSINGS A VERTICAL SEPARATION OF 1.5 FEET LINCOLN COUNTY ST MUST BE MAINTAINED BETWEEN THE PROPOSED WATER LINES DLN COUNTY STANDARD DETAILS AND OR OMISSION OF U11LITY LOCATIONS ON THE SYSTEM, ~
AND THE STORMWATER COLLECTION SYSTEM. WHERE THIS SPECIFICATIONS. C0~ `IFICAITONS. CONTRACTOR TO HAVE DRAWINGS IS NOT TO BE CON~DERED AS ~ w
CANNOT BE MET, THE WATER IJNE SHALL BE CONSTRUCTED AF DRAIMNGS AND SPE( DUCTILE IRON FORA DISTANCE OF 10' ON EACH SIDE OF THE LINCOLN COUNTY AN MNGS AND SPECIFICATIONS THAT HAVE BOTH ACCURATE, 9. CONSTRUCTION WILL NOT COMMENCE UNTIL
CROSSING. A .VERTICAL SEPARAl10N OF 1,5 FEET MUST BE DLN COUNTY AND NCDENR APPROVAL IN ISSUANCE OF AUTHORIZATION TO CONSTRUCT ~ ~ 2 POSSESSION AT ALL 11MES WORK IS IN 6• MINIMUM COVER FOR WATER AND SEWER SHALL FROM NCDENR. ENGINEER TO BE NOTIFIED THREE Lti
MAINTAINED BETWEEN WATER AND SANITARY SEWER WITH WATER THEIR POSSESSION ~ CRESS. BE 3 FEEL MINIMUM VERTICAL SEPARATION WORKING DAYS PRIOR TO COMMENCEMENT OF ° ? ~
ON TOP. WHERE THIS CANNOT BE MET, THE WATER UNE SHALL PROGRESS. BE CONSTRUCTED OF DUCTILE IRON FOR A DISTANCE OF 10' ON BETWEEN WATER AND SEWER SHALL BE 18 CONSTRUCTION.. m ~
EACH SIDE OF 1HE CROSSING. FOR WATER BENEATH THE 2. ALL FITTINGS AND V FITTINGS AND VALVES SHALL BE RESTRAINED INCHES. MINIMUM VERTICAL SEPARA110N BETWEEN o ~ Z
SEWER, BOTH WATER AND SEWER SHALL BE CONSTRUCTED OF iMTH THRUST BLOCK DIP TO WRIER MAIN STANDARDS FOR A DISTANCE OF 10' ON SHEET. THRUST BLOCKS AS SHOWN ON DETAIL STORM AND SEWER SHALL BE i2 INCHES, t0. CONTRACTOR SHALL REPAIR ALL PAVEMENT a ~ a rT MINIMUM HORIZONTAL SEPARATION BETWEEN ACCORDING TO SPECIFCATIONS. J ~ ~
EACH SIDE OF CROSSING, SEE DETAIL, SHEET C6, WATER AND SEWER SHALL BE iO FEET. ~ U Z
3, ALL WATER SERVICE ALL MATERIAL, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE WATER SERVICE LATERALS SHALL BE TYPE K il. WATER LINE NOTES ARE FOR ESTIMATING a ~ p
IN ACCORDANCE WITH AND SUBJECT TO THE l1NCOLN COUNTY COPPER. 'ER 7. ALL UTILITIES TO BE INSTALLED AND TESTED IN PURPOSES AND DO NOT RELIEVE CONTRACTOR 0 ACCORDANCE WITH LINGOW COUNTY STANDARD FROM RESPONSIBILITY OF DETERMINING ACTUAL N ~
PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS, AND THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER 4. 3 FT CLEARANCE Ml 'CLEARANCE MUST BE MAINTAINED AROUND SPECIFICATIONS. SAID TESTS TO BE WITNESSED FOOTAGES OF PIPE AND NUMBERS OF FITTINGS J ~
COLLECTION AND WRIER DISTRIBUTION SYSTEMS. IN THE EVENT HYDRANTS AT ALL 1 2ANTS AT ALL TIMES. BY ENGINEER AND/OR A REPRESENTAl1VE OF REQUIRED PER CONTRACT DOCUMENTS AND ~
OF CONFLICT BETWEEN THE TWO, THE MORE RESTRICTIVE LINCOLN COUNTY. LATEST LINCOW COUNTY STANDARDS. y ~
REQUIREMENTS SHALL APPLY. 5. CONTRACTOR SHALL fRAGTOR SHALL WORK WITH CAUTION DURING CONTRACTOR TO FlELD VERIFY SIZE AND ~
EARTHWORK AGTIYIII PROP. 10 FT STUB IHWORK AGTIYIIIES NEAR EXISTING U11LI11ES. B. LINCOLN COUNTY PUBLIC WORKS MUST BE LOGATiQN OF EXISTING UTIITIES NOTED ON FLANS. LL Z
8" SANITARY SEWER 0 N
(PLUGGED END) N
PROP, 8 GATE VALVE ' W GRAPHIC SCALE a
AND 2" BLOWOFF PROP.. 30" RCP ' 50 0 25 50 9pq 200 O
r ~ PROP.8 i ~ ~ . SANITARY SEWER ' K . a
WH ! r / r / ~ 0
! t i ~ ~ PROP. TWIN 72 RC ~1 ~ p PROP. 8" ~ ~ ~ )P. TIMN 72" RCP _ _ ~ (IN FEET }
f~~ ~ ~ . tt END 2 -6 CURB SANITARY SEWER / . / 0 ~ (HOR} 1 inch = 5O ft. z
~ I 9~ 1~ AND GUTTER I O . ~s~a L T4 ~ I w
Q \ s''+ 2 I 0 5 PROP. 810 LF ~ / I P s PG ~ L-L " ~ I PROP. FlRE HYDRANT cr. PROP, 8 -t PROP, 8 GATE VALVE 8 WATER MAIN I ,a; / f ! p ~ f ° ~
ASSEMBLY W/ VALVE SANITARY SEWER AND 2 BLQWOFF " I I ~ ~ / c I I ~ i ~ fi~~ m " ~ . o I ~
M II . PROP. 30 RCP I • + ~ i qq P x ~ ~ ~ ; ~
l\ ( I ~ w PROP.- 85 LF 1 d" / ~ ~ ~ cep # I ay ~ I I 4~ , I o
o . + 8 WATER MAIN ~ t - Z ; k ~ ~ ~ ~ ~I
~ is o. to " / PROP. 18 RGP I ~ ~ ~ ~ I f ~ ~ I uH ` l ~ '~y ~ wt ~ ~ ! WATERSUMMARY o Na aY DATE REViSIaN
. I ~ ~ ! 895 LF 8 PVC o
~ ./r ca ue i2 PROP. ( I Q I to SANITARY SEWER PERMANENT SIDEWALK ~ I ~ f 2 EA FH ASSEMBLY W/GATE VALVE Z
. i ~ " L t 5 EASEMENT s I ~ 11E 2 FORCE MAIN 1. T, ~ s 1 ~ ~ o
INTO MH-11 PRIOR t / - . - - - - - - - 1 _ _J f t_ 'I 4 EA 8"GATEVALVE U L
TO REROUTING OF LOT 6 ~ ~ MH ~ ~H 6 " ! O 9 _ y 36 RCP ~ 9 e ~ , ~ ` ' - ' ' - ' ' ' ~ ~ ~ ~ - ' ~ ' I 2 EA 2"BLOW OFF ASSEMBLY ~ ~ I ~ 111 ~ i [ I a 1 awe axw mrmmm+w=ww .
~ tt _ ~H o -i , o ~
~ 3'23' "E 7 O , ' . . ~ ~ I ~ ~ V ~ ~ ~ W O f ,'t i ~ i Z
14 456.6 ~ ~--~II ~ ' ! y ~ I ~ - p CQ~ p N ~ c ~ ~ t, ~ ~ ; Qy YSAN ITARY SEWER SUMMARY
. FROP. 18 RCP ti. e ~ ~ ~ cs w _ ~ _ ~ COMMONS DR. i _ ~ 'A ~ i` ~ 738 LF 8"PVC I . _ . w~wa
i3 - - - - - - - - - - - - 5 0 . E _ ~ ( 5 EA MANHOLE ~ LINCOLN COUNTY TRC ~ . _ _ _ ..w, _ _ ~ ~ z 1 JAC 3/29/St COMMENTS
,1 s -PERMANENT SIDEWALK - ce ~ ~ ~ ' t 5 5 ' ~ ~ , o PRDJECT#:096068 DATE:9?114l10
• I[ PROP. 18 RCP EASEMENT o ~f
•o . ; • PROP. 30" RCP ~ ` l~ > _ _ j w DRAWN BY; JLS CHECKED BY: DEB _ r_ _ i ~ _w_.._ ~ ! ~ I iK TITLE
# PROP. 18" RCP ~ PROP, B ~ i UTILITY PLAN
• ''s GATE VAVVE uH 1 ~ ~ MH : g~ REMOVE EX. 2" BLOWOFF AND 1 ~ ,II I I I, i
' L-UI 0 C{7NNECl PRO. tl WAItFt MAIN ,f,~ 9 4
r / 1 PROP. 8" TEE LOT 9 TO EXISTING 8w WATER MAIN
PROP. FIRE HYDRANT 11,; North Based On: Deed 0
ASSEMBLY W/ VALVE REMOVE EX. 2 - 24" RCP ' I ~ Ili TEMPORARY PIPE CULVERTS i Book 1226 Page 364 w SHEET Dated: March 2001 N
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PAVEMENT MARKING LINES PAVEMENT AKING SY OLS
TYPICAL SECTION TA - THERMOPLASTC (4" WHITE, 90 MILS) EDGELINE UA - THERMOPLASTIC (LEFT TURN ARROW)
TRAEFCC GC~NTRGL GENERAL NQTES: GGNSTRUGTION NQTES; v TB - THERMOPLASTG (4" YELLOW, 90 MILS) EDGEtINE U8 - THERMOPLASTIC (R(GNT TURN ARROW}
TG - THERMOPLASTIG (4" WHITE, 120 MILS} 4" X 10' SKIP UC - 7HERMOPLAS7IC (STRAIGHT ARROW}
JJ TRAFFIC CONTROL PLAN MUST ADHERE TO NCDOT STANDARDS. REFER TO NCDOT RSD II BITUMINOUS PAVEMENT TO BE COMPACTED TO 92/ OF SPECIFIC VARIES TD - THERMOPLASTC (4" WHITE, 120 MILS) 4" X 2' MINISKIP UD -THERMOPLASTIC (COMBINATON STRAIGHT & LEFT TURN ARROW)
JJOJ.02 (SHEET 4 OF 91 FOR TEMPORARY CENTER LANE CLOSURES ON AN UNDIVIDED GRAVITY. vaRrES vARrES 3~ n~ 3' vaR1ES vARtEs (MfN1MUM (2`I (MINIMUM (2'1 (MINIMUM 12'1 lM/NIMUM 3 MULTI-LANE ROADWAY. REFER TO NCDOT RSD JJOi,JI FOR L DISTANCE (MERGE TAPER). (MINIMUM 12'1 TE -THERMOPLASTIC (4" WHITE; 120 MILS) SOLID LANE LINE UE - THERMOPLASTIG (COMBINATION STRAIGHT & RIGHT TURN ARROW)
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' DRUMS, BARRIER, OR OTHER OB !ECTS, TRAFFIC CONTROL DEVICES (MUTCD) SHALL 8E UTILIZED WHENEVER a__ . TT -THERMOPLASTIC (8° YELLOW, 12D MILS) DIAGONAL PAVEMENT AKES
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w PROP. MoNauTHrc tsu~ND NCHRP 350 FOR WORK ZONE C'TEGORY fJ DEVICES. USE PORTABLE WORK ZONE SIGNS 41 1T JS THE RESPONSIBILITY OF THE CONTRACTOR TD LOCATE ALL (SEE NCDOT RSD 852011 TV -THERMOPLASTIC (8" WHITE, 120 MILS) CROSSWALK LINE
AND STANDS SPECIFICALLY DESIGNED FOR ONE ANOTHER, UTILITfES PRIOR TO BEGINNING CONSTRUCTION. ~x SEE DETAIL A THIS SHEET T2 -THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR U
TX -THERMOPLASTIC (24" WHITE, J70 MILS) Hl - VISIBILITY CRDSSWALK
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i APPROVED PRODUCTS LIST OR ACCEPTED AS OUALJFIEQ BY THE WORK ZONE TRAFFPC MUTCD STANDARDS AND SPECIFICATIONS.
CONTROL UNIT. 61 ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE PN ACCORDANCE WITH
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Dated: March 2QD1
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~ S~~ =U j1 GOTTONWOODVILLAGE ~ P
y ~ / PARCEL PARCEL IMPERVIOUS PERCENT
0 ~ AREA AREA AREA IMPERVIOUS (IN FEET) N
} f 3 AC SF SF pRAINAGEAREA 1 INCH = 1a0 FEET
x y f PHASE 1 u _ ~ PHASE 1 ~ ~
R/W 1.02 44,439,43 36,215.91 5.10
~ goy CROSS ~ ~ ~ -.----N ~ ~ o ~ 4~. qNG~ QR p ~ Z °c ~ rn ~ ~ o COS 2.04 89,064.94 5,215.66 0.73 ~ ~
4 Gyp '~f~ ~ y A a ~ LOT4 1.60 69,546.25 27,508.00 3.87 0
TRO ~O~ ' ' ~ % 0617 ~i l ? LOT 5 1.11 48,243.87 38,Q93.74 5.36
LOT7 1.16 50,558.98 33,236.83 4.68
LOT8 0.99 43,310,73 31,012.15 4.37 O
( 1~ P LOT9 1.24 53,928.47 29,493.59 4.15 r
s ~ , ` ~ ~ - ° ~ PHASE 2 PHASE 2 tf!
VICINITY I'~AF f ~ ~ ,Z LOT6 1.43 62081.84. 35,813,10 5.04 ~ to
' m / r°` ° s NTS f ~ POND 2 TO BE ApVANCE 1,61 69,961.24 28,503.95 4.01 }
/ ff.
,,r % ~ CONSTRUCTED WITH TorALPHASEI TOTAL PHASE 1/2 12.19 531,135.75 265,092.93 37.32
~ ~ ; ~ ~ r PHASE 3 AND 4 OF / r r ~ ff.f ~'~..1
~ ~ ~ COTTONWOOD. VILLAGE PHASES/a PHASE 3f 4
, ~ ~ APT- PONp 1 6.19 269,448.32 144,223.30 20.30 ~
~ ~ ~ i ~ y ~ TOTALLOTARE ~ ti ~ i ~ ~ x TOTAL LOTAREA POND 1 18.38 800,584.07 409,316.23 J
~ TOTAL DRAINA~ \ ~ ~ j ti TOTAL DRAINAGEAREA POND 16.31 710,323.00 409,316.23 57.62 ~
~ tz~ t ~ z i ~ ~ r ~
0 ~ , t ~ PHASE 3 4 x ( - i~ PHASE 3/4
APT-PONp2 13.23 576,391.03 238,046.82 41,30
~ ~ ~ ~ a , TOTALLOTARE TOTAL LOTAREA POND 2 13,23 576,391.03 238,046.82 41.30
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s` ~ ! CLASS B RIP RAP r. ~ s f~ i , . _ _ ,
f ~ 1. SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT. ANY SOFT OR ~ f PUMPING AREAS ARE TO BE UNDERCUT AND REPLACED WITH COMPACTED EARTH FILL. ~ ~ /
INV. OUT 705.00 ~ ' r,° /
f""jrJ ~ 2. COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF. ALL EARTH FILL TO BE
h , f ~ ~ North Based On: Deed ~~,,,r~~ ~ f ~ f~ r Book 1226 Page 364 ~ - ~ ~ ' ~ j`'F COMPACTED TO MINIMUM OF 95% OF STD. PROCTOR MAXIMUM DRY DENSITY. Q 'f ~ t`,
4- . Dated. March 2001 1 ~ / ,r~'r 3. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN ACCORDANCE WITH SEEDING
- ? ~ / r r'' / SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN, r
f 0 1 a 20 ~o / ' ~ ,r"f' 4. FINAL DAM EMBANKMENT SLOPES TO BE TRACKED AND STABILIZED WITH GRASS COVER IN ~ ~
f ACCORDANCE WITH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. N ~
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1 INCH = 20 FEET r r
i / } , ~ 6. ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF CONNECTION TO DISCHARGE
, PIPE. ~ ~
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~ PfF t
~ 8. 12" CLAY LINER TO BE RECOMPACTED CLAYEY S41L MATERIAL. THE LINER SHALL HAVE A MAXIMUM ~
~ 4' J . it f 6 > /~q' f p INFILTRATION RATE OF 0.41 IN/HR. CLAY SHALL BE PLACED IN 2 LIFTS WITH DEEP PENETRATING ~
\ p SHEEPSFOOT ROLLER (CAT 815 OR EOUAL) TO MINIMUM COMPACTION OF 98% STANDARD PROCTOR MAXIMUM ~ a ~ ~ DRY DENSITY.
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HANDWHEEL ELVE, 7151
WITH ADEQUATE SUPPORTS 10' MIN o
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PROJECT#:096063 DATE:12114(1Q
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~ A,, ~ r ~ FOR THE CONTRACTOR FOR ESTIMATING PURPOSES. THE ~
North Based On: Deed ~ ` ~ l ~ . t Book 1226 Page 364 ' y CONTRACTOR SHALL PERFORM THEIR OWN QUANTITY TAKE-OFF °
Dated: Maroh 2041 y` ~ AND REPORT PROMPTLY ANY DISCREPANCIES THAT MAY AFFECT r`
r ' s }s r E \ ~ BIDDING. ~
O ~ 0 2O 4a ~ , ` F N 2. REQUIREMENTS FOR MEASURING, BRANCHING, GRADING, QUALITY, U
/ CONTAINER GROWN PLANTS, AND BALLED & BURLAPPED PLANTS
, • ,rt j''F{ SHALL FOLLOW THE STANDARD CURRENTLY RECOMMENDED BY
~ (IN FEET) i ~ ~ r THE LATEST EDITION OF THE AMERICAN NURSERY STACK 4i v
t'"` 1 INCH = 20 FEET ~ ~ ~ ~ ~d PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMENT, ~ INC. ~
Pf s.....-. ~ j a ~ ~ N , 3, ALL LANDSCAPED AREAS AND TREE PLANTINGS SHALL BE IN 0 ~
W f 1 ' C. ' t / ~ ~ 1 0 ACCORDANCE WITH THE ADAPTED STATE OF NORTH CARQLINA
'I t ! _ ~ f" { STANDARDS.
4. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATIQN OF EXISTING ~
f ~O ~ ' ^ f ,fir UTILITY LINES PRIOR TO PLANT INSTALLATIQN AND SHALL BE
• l dP f I 4 ZG % r ~ r ' f~. ~`C~ ~ RESPONSIBLE FOR DAMAGES DUE TO LANDSCAPE OPERATIQNS.
f ! r ; ~ ~ ` ~
1 ~ f j` ~ ' ;y;~ !f 5. ALL PLANT MATERIAL SHALL HAVE NORMAL, WELL-DEVELOPED ~ / ~r BRANCHES AND VIGQROUS ROOT SYSTEMS, AND BE FREE FROM ~ ~
? / ~ ~ ` ~.,r._._ F ~ PHYSICAL DEFECTS, PLANT DISEASES, AND INSECT PEST.
~ % f ~ r 1 ~ r ~ a .'„P r i ~ ~ r
° i i w i B /l / ~ ,,,r'° ' d ~ Vii' ~ 6. ALL PLANT MATERIAL SHALL BE TAGGED FOR IDENTIFICATION =
f 4 ~ ~ ~ ~ WHEN DELIVERED. ~
/ r~ + ~ . ~ .r ___w ; s r° / ~ 4r r '
t .ar" f t ~ C SPILLWAY 4 ~ ~ ~ ~ 7. ALL PLANT MATERIAL SHALL BE MULCHED WITH A 2-4 INCH ~ f . ~ LAYER (AFTER SETTLING). MULCH SHALL BE DOUBLE OR Qp
~ EMERGEN Y r t ~ ~ r' TRIPLE-SHREADED HARDWOOD. MULCH CAN BE APPLIED N
® . ® . . ® • . • . • . ®w • + (M ? ® • ~ e ® • ® ® • a~~ . ® •v- ® s~ • mws • ® • ~®w. • ® . ~ . ® r ® • T • sew. • riw • a ~ . ~ I 1 ANYTIME DURING THE YEAR (THE BEST TIME IS LATE SPRING
~ . f ~ r, ~ , r ~ AFTER THE SOIL HAS WARMED), RENEW MULCH AS NEED TO
a ~ f r l,r' ~ - q - MAINTAIN THE 2-4 INCH LAYER; ON PREVIOUSLY MULCHED
z i / j d / I i t Y Y f rf' AREAS, APPLY AONE-INCH LAYER OF NEW MATERIAL, ADDED f r' 1-2 TIMES PER YEAR AND COMPLETELY REMOVED,fREPLACED ~csaia'rrr~h,'
_ / e......-.--- ~ 1 ,r r,,.r ~ ~ . P• ONCE EVERY TWO YEARS. 't° P'~'® ? ~
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? 8. OPTIMUM PLANTING TIME 1S FALL. WINTER PLANTING IS ~ ,~"r d 4'
_ ~ _ . . M i ; "rA ACCEPTABLE. SPRING IS ACCEPTABLE BUT WILL REQUIRE MARE ~ @ ~
- :4 ~ • V ~ ~ ~ d d [ F SUMMER WATERING THAN FALL PLANTING. SUMMER PLANTING IS ~ q x~ ~ LEAST DESIRABLE AS IT DRASTICALLY INCREASES PLANT ~ a r 0
? - ~ fj f f E a i MORTALITY AND REQUIRES REGULAR WATERING IMMEDIATELY m -d ,
/ ~ w. E ~ ~ f ' FOLLOWING INSTALLATIQN. ~~~'~tCa~,~';r*a@® f ®0 ~®8P6 ~ ~ ® e®
r ~ , . , . \ ~ r f . / 1 py~
/ / ~i ! 9 " ~--,y~~ f r \ i` 9. PLANT SIZE SHALL BE NQ LESS THAN 2.5 INCHES DIAMETER ®p"`'s~P~?~ ~6f`~1?'4r,_I~
' \ /i k• 1 ' . - ~ j BREAST HEIGHT (DBH) FOR TREES; 3-GALLON FOR SHRUBS; AND ,p 1-QUART FOR HERBACEOUS PLANTS.
,,r'' JP a~ NG Licensc F®091
/ ti~ F 1 i i f 1Q. TREES AND SHRUBS (WOODY VEGETATION) SHOULD NOT BE
' ~ ~ PLANTED WITHIN 1Q FEET OF INFLQW LOCATIONS AND OUTLET
I f, ~ a r'~ ~ , l . SEDIMENT I `10X5 FOREBAYSPILLWAY ~ ~ ~e f STRUCTURES. f`
e._..... ~ , - ~ i , ~ EBAY 1 • I ~ 11. PLANTS IN THE WET POND SHALL BE BACKFILLED WITH A
~ I MIXTURE OF: 2/3 SCREED TOP SAIL, 1/3 DECOMPOSED PINE
y I j i ` \ ~ t ~ j ' , ~ ED EN ~ ° BARK MULCH.
.r ~ ~ r g , F • ~ ~ EBA 2 I f
~ ~ t - ~ , r / ~ 12. ALL GRASS AREAS INSIDE BMP'S SHALL BE SODDED WITH HYBRID
r V ,a i f r { BERMUDA GRASS OR CENTIPEDE. AVOID SOD THAT WAS GROWN ~ IN AN IMPERMEABLE LAYER SUCH AS CLAY .
________...__Y-•• 10'X5' FOREBAY SPILLWAY a ~ f, 1 y ! ~ ~ ~ ~ ~ ( )
! 1 ti E ~ f= ~ 13. THERE SHALL BE A MINIMUM TWO-YEAR WARRANTY PERIOD. AT
i ? ' 4 THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE E-
I ~ y J TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT ff. ~ SURVIVE MUST BE REPLACED.
f. , , ~ a _ . { r,. ~ ,
t I ~ ` , ~ i,+ t0 LITTORAL SHELF,. ~ ' € 14. STAKING MUST BE REMOVED AFTER ESTABLISHMENT
i ~ ' L (APPROXIMATELY 12 MONTHS), TO PREVENT GIRDLING
~ ~ I w.--- _ r f+ ? (STRANGLING) OF ALL WQODY PLANTS.
i ~ 4 / ~ ~ Q • i ~ 15. THE CONTRACTOR SHALL MAINTAIN THE PLANTINGS AND n
' , CONTROL WEEDS IN MULCH AREAS THROUGH THE DURATION OF CONSTRUCTION. vii
_ f . , i ~ ~a
s ~ ~ '/F/ ._...._.....m.~.. -e...... 16. WHERE THE PLANTING CALLS FORA "MIX", THE PLANTS SHALL ° ? ~
r"...•"• Y .t ~ BE EVENLY MIXED BY VARIETY. m a v

17. SPACING SHOWN IS FROM CENTER OF PLANT OR CONTAINER. a ~
-y°``•..~ 18. PLANT SELECTION, SIZE, AND QUANTITY MAY VARY BASED ON w ~
. ` • n ~ 4 S ~ . l ~ - w ~ ACTUAL CONDITIONS, PLANT AVAILABILITY, AND COST FACTORS. ~ "J ~ o
1 { . ,.w r,...-- N
S r 4 5 pt w„„~`,r M ~.w...v... n ti ~ . ~ 19. PLANTING SHALL CONSIST OF PLANTS WITH INUNDATION N ~
1 ! 4 ~ t .-°''y TOLERANCES FROM O" TO 6". B n
'w .1R4 \~y ~ F w..,~ ~ ~ 2Q.PLANTS SHALL BE SPACED AS NOTED IN THE SCHEDULE OR ~ sJ
\ \ .t Ljj a ~ % 1 m.......-. _ SHOWN ONT HE DRAWING. 50~ OF THE PLANTS SHALL BE ~
F , PLANTED IN THE O" TO 6° RANGE BELOW THE PERMANENT ~
WATER ELEVATION IN THE VEGETATED SHELF. THE OTHER 50"~
Pond 1 Pant Schedule OF THE PLANTS SHALL BE PLANTED IN THE 0" TO 6" RANGE N ABOVE THE PERMANENT WATER ELEVATION IN THE VEGETATED
S bol BotanicaUGommon Cont Quant SHELF, a
CO Ce halantus occidentalis / Common Buttonbush 3 al 102 0
AR Aronia arbutifolia / Red Chokebe 3 al 170 a
AI Ascle ias incarnata /Swam Milkweed 3 al 102 0
SB Saccharum baldwinii/Narrow Plume ass 1 cart t 340
IV Itea vir " ica I Vir " is Sweets ire 3 al 68 z
LC Lobelia cardinalis /Cardinal Flower 1 cart t 238 w ' ~
PG Pontederia eordata /Pickerel Weed 1 uart t 204 v 0
AI AR SC Saururus cernuus /Lizard's Tail 1 uart t 179 A cn
iv ~ ~ ~ ~ SL Sa 'aria latifolia /Broad-Leafed Arrowhead 1 cart t 153 x
u. 0 w
AR .......,..v,...b .t~m.
~ .`.':°."..".',..trm°.µ.+...`.'.. _>`m"< 2-4° MULCH THROUGHOI ...ro_.._, ..v... LCH THROUGHOUT w
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STAGGARD PLANTING ~ 24"-3B" z
HYBRID`BERMfJDA`Ol~: W - y. - . ~ VARIES 0
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