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TAX NO. 005-111-04 DEVELOPME IELOPMENT DATA DEVELOPMENT TABULATIONS: SPACE AREAS FOR THE OF THIS
DB 8587, PG 934 COMRM. THEM AREAS SHALL GENERALLY
AOPEN BUILT UPON CALCULATIONS: - SPACE TABULATIONS DEVELOP DEVELOPERS: CURRENT ZONING: NR Cgl&gT OF pgggWE AND ACTIVE ppgd SPACE Checked b MVS
PROVID OPEN SPACE REQUIRED: 10.78 ACRES (MOUNTAIN BLAND LAKE WATERSHED MIL-0 DISTRICT) PROVIDENT DEVELOPMENT GROUP INCJ 45' MN. WIDTH LOTS 147 AMENMES WI[TH POSSIBLE USES INCLUDING Drown b Mvs
'N -PROPOSED OPEN SPACES 34.51 ACRES KILLIAN KILLJAN-31MONN1 LLC WOODED PAWS, WALKING TRAILS AND OPEN Date Drawn 08.06.02 60' MIN. WIDTH LOTS 154 PLAY FIELDS. THE DEVELOPER ALSO AGREES Revisions
AREA PAVED WITHIN RII HT-OF-WAY 14.71 ACRES TO PROVIDE A PLAY GROUND WRFIN ONE OF
OPEN SPACE CALCULATIONS-
- 301 UNITS/100 ACRES - 3.01 UNITS PER ACRE BUILDABLE LOT AREA 18 -TAX PARC .28 ACRES TAX PARCEL # 005-ff1-03 TOTAL LOTS 301 THE DESIGNATED 'OPEN SPACE' AREAS AS , PER COMMENTS _ 11.07.02
- 301 UNITS WITH 3 BEDROOMS PER UNIT - 903 TOTAL BEDROOMS (95X OF THE BUILDABLE AREA BASED UPON - TOTAL AC ~ TOTAL ACREAGE: 100 ACRES PROJECT DENSITY 3.01/WA SHOWN ON THIS PLAN. N ASSOCIATION WITH z AD""'S
AVERAGE LOT SIZES FOR EACH LOT TYPE) THIS, THE DEVELOPER ALSO AGREES TO 3 PMNI C IN COMMEN _ NO 12,02.02 REVISED THE SWIM LIMITS I
903 BEDROOMS ESTIMATED o -CURRENT CURRENT PROPERTY OWNER PROVIDE A 26 EASEMENT ALONG THE PIEDMONT LANDSCAPE CRITERIA 4 RREACHIENTRANCE WIDTH - 1/13/03 EVISED ISLAND OVEPLOOKN UPPER ELIZABETH WESTMORELAND GAS RICf{T-OFWAY AND MRiHNJ THE DUKE 5 6 PER COUNTY COMMENTS
- 520 MULTIPLIER x 903 BEDROOMS - 469,560 SF ELIZ 6/11/03
(OR 10.78 ACRES OPEN SPACE REQUIRED) MAXIMUM TOTAL BUILT UPON AREA 32.99 ACRES I e 1782
( 33% OF TOTAL SITE) 10.78 ACRES OPEN SPACE REQUIRED) 34.51 ACRES PROPOSED 17824 NC HWY 73 STREET TREES 40'OC POWER FIGHT-OF-WAYS. THE DEVELOPER 4 A 1,20 /0--4 Fl#iTFEA AGREES TO PROVIDE A SO' EASEMENT
COF CORNELIU3 NC 28031 INDIVIDUAL LOT PLANTINGS PER SECTION 9.42.(E) WrTHIN THE 100' 8WIlM BUFFERS. THE FINAL
OPEN SPACE WITHIN DUKE POWER R/W - 6.21 ACRES WITH USE OF THE HIGH IMPERVIOUS COVER OPTION REQUIRES L4 LOCATIONS OF THESE EASEMENTS MALL BE Sheet
U- OPEN SPACE WITHIN SWIM BUFFER - 10.40 ACRES BMPS TO BE DESIGNED AND APPROVED IN ACCORDANCE WITH STREET TREES SHOWN ARE ILLUSTRATIVE IN NATURE AND SHOWN ON THE CONSTRUCTION DOCUMENTS
o TOTAL OPEN SPACE PROVIDED 34.51 ACRES CHAPTER 11 OF THE TOWN OF CONRELIUS ZONING CODE. ONLY SHOW THE GENERAL INTENT OF THE ORDINANCE. FOR THIS PROJECT. C2.0
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PLAT g 4 6 5' ~ / N STRIP IK o - L- ~ U
NE LA 32 PAVEMENT IK SIDEWALK 2.0 PLANT STRIP ~ \ ~ o ~ h' ' LA ~ . ~ / a 2 12 LA ~ VALLEY ~ } NES 2,p ~ ~ o• / ~ 30 1 Z U
VALLEY SIDEWALK 55 ~o ~ ~ CURB/GUTTER ~ 205 ~ 239 - I ~ ~ ~ 2 ~ \ / 34 C 246 I o 0 0 ~ J
CURB GUTTER / \ ` , / 0~ . r . 58 RIGHT OF WAY / ' p
. / 7 / I I .J ~ 1 CURB & h ~ I I I ~ - - ~ ~ I -
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NOTES: o~ ~ ~ / ~ ~ \ 221 . \ /o TYPICAL \I , ~ / 241 I I I I r - - _ - - z
1. SEE DETAIL 1 C2.6 FOR ~ ~ ~ ~ ~ CURB AND GUTTER / J i o / ~ \ I I 42 ~ ~ w o / v ~ I 243 I I~, o a~~
~ h• / / 2. SEE DETAIL 6 C2.6 FOR SIDEWALKS 7 o ~ ~ 1 - J I I 244 I ~ o f o n. \ 1 ~ I I 5 L ~ 245 ~ I I
/ C 3. SEE DETAIL 7 C2.6 FOR PAVEM / i 2 ~ ~ i \ 207 C2.5 a '0 ~ ~ - J
ENT CROSS SECTION o r ~ ~ \ \ 220 ~ , \ o ~ ~ _ ,,o, 1 45.0 -1 I > w z _ ~ W
/ ~ / / / ~ ~ I NC\t QGAAr en, _ s.,.. ~e r? _ _ rn t~ W - 1
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151 60.0 65-24, 5 _46 60.0 5 . 60.0 60.0' 64.0' y3. ^ Date Drawn 08-06.02
? I r ~r r r r 7 \ 163 I Revisions
II II I \ III III I I I I I I I i I / / / ~2 I I I 1 I I ! NOTES PARKIN P OWN
C15,' I~ I I III III III III III III \ \ I 1 MMENTS -'t . 1 7 02 154 155 / / 153 158 18
GRAPHIC SCALE ° J I I ( I , JI 157 1~ 180 2 \ REMOVE ACES AND 190 2 D NO I I I I I I I \ OD 0) I I I I I I I PARKIN ON WAY TR T-ii 7.
U 80 V 7 \ 0 30 80 120 I I I I 1 .I 1 I \ E VE PARKING TIN OAD I I II II II II II II I 3 ~ s
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I L------~ I L_ I I I I I \ I ,BEEEET I LJ LL _ J LL___J L___J 5 CITY COUNTY REVIEW.-3.08.03 I 10
:S tL C2.5 5 ' 3 6 10.29.03
0 1 inch = 60 ft.
a EIP a EIP ? Sheet 0 4 W 859.23
2 BUILD ROAD AS CLOSE 0 PROPERTY WITHOUT GRADING ONTO ADJACENT PROPERTY
1 1 STOP APPROX. 10' OF PROPERTY LINE OR
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I / ~ e~e lJvv y I I I / r s a ~ 1 l l~ I ~~vv y W y y y ~ x 1 ~ 81 JB 755.78 735.90 85 Z ~ ~ ? r'~ ~ 749,59 83 748,71 88.00 18 RCP 1.00 ~ y w y y W 73`2. 82 JB 759.36 746,70 86 c
I ' / / r / / l J 101 ~ y J o o%- ~f / ~ / ~ III 1 ~ e \ y ~ y r 83 748.80 32.00 60 RCP 2.19 0 y W ~ r 8 748.60 84 749.50 i
65, ~ ..•I _ r \ 1 733.3 735.3 ~ 83 JB 756.5 w 5 C3.9 748.60 82 746.90 325,50 60 RCP 0.5 ~ ~ y x _ ~ 84 HDW - 749.50 83 ~
~ y y ~ y 3,9 7 81 746.00 121.00 60 RCP 0.58 ~ r ~ 85 CB 755.01 749.99 1 C 6 82 746.0 E
r~ / \ ~ y 2A 744,95 73.00 15 RCP 2.95 j
- 6 86 CB 755.33 749.59 92 747.10 9 1.30 ~ , RCP {
\ - `~3''4 .Y ' - CB 756.52 750.85 92A 744,85 94 744,10 57.50 15 87 , .~:o:~;~: _ ~ ~ x ~ x 6 .00 15 RCP 3.45
~S r \ ~ ~ r / / f / ~ I \ e~°-'wires --W w 88 CB 757.00 753.29 93 747.65 94 744.10 103 ~ _ ~ ~ 741.75 91 741,65 19.00 15 RCP 0.53 7. 0 753.50 90 i
.`°-:ti~~~~~-.~~'.;..:=~ ~ y 15 RCP 0.50 7 1.75 3 C3.9 741.55 94 741.45 20.00 1
5 , ~ 1,11 ~ ~ r/ 1 t / / / / \ \e _ r d / , X / / / / ~ e \ e ~ / ~ / ~ 1`~0 / o - a~,~'~.:~ 90 DI 748.50 4 91 i ~ . ~~r _ 1~~ ~ 1 9 95 740.70 91.00 18 RCP 0.55
n ~ / o l 91 CB 748,85 741.55 C3. 94 741.20 \ \ 1 RCP 0.50
~ \ ~ it x' CB 752.96 747.10 95 740.70 96 740.20 100.00 18 , 1 92 ~ I I / 747.05 96,00 15 RCP 0.73
6.`~ 755. 1.~ ~ , ~ 19 r J - e 9 1 79 0 / / f P / / f 9~ \ ~ 92A CB 749.87 744.85 98 747.75 97 ~J 1 1 1 / / / ! 1 82.00 18 RCP 1.10
73 / / l 1 f ~ i ~ \ / 1 93 CB 753.02 747.65 97 741.75 96 740,85 / /1 ` 99 739.10 108.00 24 RCP 0.56
,r ~ r ! ~ 11 95 / / / / x 7 4 / , \ v \ I / / / ~ 94 CB 749.07 741.20 96 739.70 / / 24 RCP 0,51
I ~ / r ~ ~ / ~ I ! / / / ~ 95 MH 750.00 740.70 1 C3.10 99 739.10 100 738.35 146.00 ~ ~ / / 6 CP 0.50 I
S T x ~ 2 ~ / t / ti ~ , ~ ~ e / / 98 ~ e I ~ - - ~ / 751.53 740.85 3 C3.9 100 738.25 102 737.74 103.00 24 R I f / / / 96 DI ~
F ti v J ) l ~ ~ 1 F 1 v ~ / / / - ~ I ~ \ I / I \ I ~ e J ! ~ / / 102 744.75 23.00 15 RCP 1.09 ` ~ l f / / 1 97 DI 750.47 741.75 101 745.00
C' F 78 v x 93 ~ r /i / / ' I 1 5 113 ~ I 91 0 6 I 1 /I I / / / / /l 1 C3.9 737.74 103 737.05 131.00 30 RCP 0.53 ~ / 34 98 CB 751.34 747.75 102
s / \ ~ - ~ F 77 I J 90 1~ 4 f , J l/ a6 / ~ lI l / J / / ,g0 130.00 36 RCP 0.50 / r 99 MH 755.90 739.10 1 C3.10 103 736.55 81 735
/ x I 92 ~ y f~ ~ / - I l 71.00 3 p,SSp~'~.,~ I, / 0 / I/-_ 7 8.25 1 C3,9 81 735.90 80A 735.34 112.00 60 RCP 0.50 li/ /l I 100 CB 5 ~ \ ~ SURVEY ~
~ ~ ` 114 1.~6 \ I ~ ~ ~ ~ ~ / / f" I / / /l 11 9 ~,5 ~ ~ \ 147.E f , _ ` l ll I /I / 745.00 80A 733.24 80 733.00 48.00 60 RCP 0. 9 / / / / t3 101 CB 749.34 6 ; ~i,.~a~ , ;
7 ~ I~/// / / ~l ~1 ~ I I r ~ / ~ l / F Sfi L~1` r _ 102 CB 749.34 737.85 = ° ; C-sob ! I
/ 76 ! X v v J ~ , - / 784.7 I 1 I i l ~ o 75 \ 1 / / / ~.l / l l ~ r r 104 738:00 114 18 RCP 7.02 • ~ 0 / / r / 103 CB 751.61 736.55 6 104A 746.00 . Q : ~ - : I ~ A~e~• / Y ~
/ ~ \ l 1 ~ 2~ / V ~ J
74 ' e ` / 1 1 7 4 J J t ~ \ T.. e l / I JlII 11 i e 748.78 22.50 15 RCP 0.53 I / 104 FES 739.75 738.00 9 C5.4 197 748.90 196
/ ~ 6 5.72 ~ ' 752.50 746.00 196 748.68 195 741.25 130.00 15 RCP / I 104A FES i
\ / \ e e e ~ \ / / I / ~ I 1 5 741.15 193 734.80 132.50 15 RCP 4.79 I / / / 9
~ ~ ,50 15 RCP 0.53 ~ ~ / / ~ 190 MH 737,38 727.53 1 C3.10 194 734.80 193 734.68 22 ~ l/ / r'` r ~ 7 3.85 41.00 15 RCP 1.78 ~ i
/ e \ fi/ ~ I J/~ / ' l r ~ 191 CB 735.03 731.19 1 C3,9 193 734.58 190 3 i
\ I 4 e \ \ I l / CA , / 731.19 191 731.50 191 A 731.29 16.00 15 RCP 1.31 / ~ 191 A CB 735.10 `
04 / ~ ~ ~ 22.50 15 RCP 0.93 o`~.•~' ~ ~ i 1 191 B CB 735.50 730.90 192 731.50 191 731.29
y. e.. e \ \ ~ 1 ! i I / / I / ~ 35.00 15 RCP 0.54 ~ 192 CB 735.03 731.50 191A 731.19 1918 731,00 l i
e \ 1`~Q QQ ~1 \ ~ I 4 1 , I ~ , - -r - 4 ~ ~ , P 0.67 ~ za ~ . 738.32 734.70 1918 730,90 190 730.25 97,50 15 RC / r 193 CB • .
~ v v v x v v 13~ ~v~ ~ 1 1 1 ~6 I f ' i i ~ ~ i P ~ _ 735.00 2 733.00 200 731.70 20.00 15 RCP 6.50 ~ ; 194 CB 738.35 20 : ~ ;
1 C3.10 204 733.05 63,00 15 RCP 1.86 / 195 MH 744.80 740.90 204A 734.22 '•,,RfY D~
\ ~ / / x e \ . ~ \ 1 Q1, , 1 ~ 13 I \ 10 1 C3.9 733.25 204 733.05 21.00 15 RCP 0.95 196 CB 752.40 748.80 205 ~-L .03
I/ ~ e ~v I goo i , ~ x ~v t 1 , e t 1 1 V ~ w.~E. ~ v I I I ~ 18 RCP 0.50 ~ ~ 197 CB 752.40 749.00 204 732.80 203 732.08 144.00
i ~ ~ X5.0 / / / v / I I i 1 ~ e .70 3 731.98 201 730.05 323.00 18 RCP 0.60 0 ~ 198 CB 734.22 730 20
/ / ~ r 5 ~ / ~ \ J li ~ 7 .84 1 729.95 200 729.83 22.50 18 RCP 0.53 ~ - 199 CB 734.22 28 20
- i C ~ / / ~ ~ o ,e 11 ! e \ ! \ / ~ / / ~ / f .45 729.73 199 729.34 76.00 18 RCP 0.51 $ / / 199A CB 734.85 728 200
/ \ 1 v v ~ / 11 l 1 v / - t \ v \ f ~ / I / ll~.. v v \ / / 1 I I ° / r 73 730.70 199 730,58 22.50 15 RCP 0,53 I o~ 10 / l 200 CB 735.35 729. 198
v 1 / _ e A ~ 1 v ! i ~ I/ 7 III 4u -.I ~S .95 728.84 199A 728.55 58.50 24 RCP 0.50
~ I~ ~ / / / / 1 ~ v / / / s ~ ! I 111(1 I / ~ / / / / i 1 ` w,. , 201 CB 735.45 729 199 c co i nt ~ ~ ~ { 728.03 84.00 24 RCP 0.50 ~ p>r g
/ e \ \ I 1 \ 1/ / / l l / / f tr( 202 YI 736.50 733.00 6 C3.9 199A 728.45 190 The use of these drawings _ / 1 C3.9 7 7.53 206 725.00 156.00 30 RCP 1.62 without written permission
/ / ~ e. \ 1 / / / / 1 5 ~ 1 f A, 1 / \ \ 1 1 I I I 1 1 ~ / / / / / 768. l i / \ 1 1 I I I / / h47/.4 ~ / / / 1 x f I I ~ ~ t 7~ r / 203 CB 738.97 731.98 190 2 '`r / 96 189.00 30 RCP 0.50 from the architect/engin-
r-e. I I I i / ~ / / / ! f I I 1 1 768.1 1 / / e \ 1 1 f 1 / / / f I l l f ~ ~2 ~ 0 204 CB 736.59 732.80 206 724.90 207 723. o / 0.55 eer is prohibited. Violators
e 1 / ~ 11 I T / I N ~ i ! t t / 7"69 '~1/ 1 I ! 1 / L / / / / l -e•. / 737.77 734,22 207 723.86 208 723.25 110.00 30 RCP will be subject to Iegci ~ ~ r _ 204A CB action.
/ x / ! I I / 205 CB 736.76 733.25
4.90 1 C3.10 729.00 211 728.75 91.50 18 RCP 0.27 206 MH 735.65 72 210
207 CB 733,98 723.86 1 C3.9
i
.00 9 C5.4 I 210 FES 733.00 729
211 FES 733.00 728.75 9 C5.4
r~- l ~ I I i ! I t I E It > I / _ r.- - ~ -''7"2'8 / r WILL BE 0-RING GASKETED JOINTS - - ~ - x / r NOTE: THE FOLLOWING PIPE SECTIONS
! ~ I I I / I / ~ ~ III 1 \ ! 1 ! I l 1 1 ! / / ~ / o o ~ ~ - x 755.1 ~ _ - / CB 208 TO FES 190 i
1 II 1 I \ I I \ if/1 ( 1 / / _ / ~ ( 755.1 / I 1 11 ! i \ 1 11 1 1 J i i 1 1 f / I 1 1 \ / CB 74 TO FES 70
.a J ~ \ \ / 1 r / I I \ 753.6 ~ / JB 81 TO FES 80
1 / I 3.0 1 1 \ ~ ~~/i ~ , I 1 / t I r / I \ I - 6.: I J 1 73 I I ems,,.,,///I i / / l I l 1 i t , ~ I I J 754.5 ~ I I x 1 ~ \ ~ ! ! r / ! / I i _ / 21~ ° e / 762/.7 \ ( , ~ x.. 56.3
I I 1 \ 1 ~ ~ / > / I 1 J 754.4 I I I - - x ! n ~ _ ~ _ - ~
/ r ~ 7~a5~6 117 v1 I > >r 1 \ 734 2 i _ 1 r.. ~ / o e ~ ~ v :s - - _ _
i~_ S8 3 I X6.1 x I ~ _ e ~ _ _ -~5~. ~ _ x -°p -1 i,1 - - ~ ~ - - - - . , \ CB - CATCH BASIN DRAIN BASINS SHALL BE BY ADVANCED
/ / / /j / / / 1 I 73'5, l , r°~r' ~ ~ / \ \ _ - ^ _ / - ' ' _ ~ " ~ \ WITH 12" SQUARE CAST - = - ° - - _ ~ \ DI = DROP INLET DRAINAGE SYSTEMS, INC. Z
- r e _ _ / 753 - - ~ 75 _ _ _ _ 3 - OR EQUAL UNLESS - - ~ - MH - MANHOLE IRON LOCKABLE GRATES w DB
x 734.1 - -/-I - . - 7 757.9 \ _ ~ _ _ _ - ~ / ("x,,.., _ - 1 X " _ ' - - - - = DRAIN BASIN NOTED OTHERWISE. J
\ 1 / t>~_____-_- YI = YARD INLET o z \ Q
\ \ ^ l GRADING NOTE5:
735. \ i 1 1, \ , , j ~ e r , - r - _ I ` J _
- ~ _ FOR RELATED NOTES. U - 1. REFER TO THE SITE PLAN _ \ / Z Z - r r ~ AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
I 732,E I i e I e. e e l - 2. ALL CONTOURS Z p_, U I /r ~
~ I_ ~ - - - 1 _ s 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO GROUND ~ J
I I / I. e \ f 1 i O \ I ` BREAKING. ~ - r \ J I
/ 33.5 1 / ~ ~ r e\ ~ \ \ / / \ \ I r X I Yl'\ ~ ! / r ~ / ' e ~ \ / / ~ ~ ~ ~ y~ - - ACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND ~ ~ J ~ ~ - _ 4. THE CONTR W m Z
I e ~ , ~ ~ ~ ~ ~ , i y I e, ~ PA ~ I ~ 1 .~f ~ - - ~ ~ .o / r I t y - ^ A! ~ 1NA,~' ~0!R !MSTRUCTION PRIOR TO PROCEEDING, f ; CO~NSTF7UCTIOrV DOCUMENTS AhL S~ F- O
\ 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. W W -
II ~ I I 42.6 e o / r - - ~ \ ? / ~1 i ~,1 ~ ~ / Q.
1 \ ~ / / \ ~ / 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. O 1 I -1 / / w O
I 733.3 I x ~ e_ r`•~. L e o \ ~ e /7 \ w~ z 7. ALL FILL WITHIN LIMITS OF BUILDING AND PAVEMENT SHALL BE COMPACTED TO MIN. 98~ STD. PROCTOR. FlLL IN LAWN AREAS > W Z
t~ I \ \ 1 ~ 0 o e - t \ o a !1 0~ STD. PROCTOR. REFER TO STRUCTURAL PLANS AND SPECIFICATIONS FOR MORE INFORMATION. W > Q W \ ~ / / SHALL BE COMPACTED TO MIN. 9 1 / 1 ''^^~WJ I
/ 1 I OR OTHER V, / - ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIM TS, p J ~ / / - 8. LIMITS OF CLEARING SHOWN ON GRADING PLAN -
/ \ GRADING REQUIREMENTS. W f- Y / _ W
111 , r \ ~ \ _ _ a.- r ~ e \ \ 9 r / ~ ~ \ r SHED ELEVATIONS INCLUDING Z ~ / ~~...,.,1n \ ,l 9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINI URSE W
733.4 I \ 740 / ~ ~ r / ~r 1 PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE CO ~ I
~ UNDER THIS CONTRACT. - I ~ ~ ~ ELEVATIONS TO BE COMPLETED ~
/ / ~ ~ ~ TY F OW ACROSS NEW PAVEMENT AREAS O / \ \ 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAM L \ ~
\ \ \ ~ ~ ~ Q 199 i p ` ~ \ TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. d J
~ 1 .,~.,..,r~ rnnu Tur 7AAIIAI/+ enui~llCTl?ATl1p ""1
732.6 11. ON-SITE BURIAL PITS REQUIRE AN ON-51It UtMULIIIUN LANUrILL rLMMI1 rRVM l"u- <~~l.U ~~m L f
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE. W J / ` \
19 l / 13. ALL "CMLDS STD." NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS 738.4 MANUAL.
N Z,2 tx \ t
14• GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. f I f I
728.9 W \ \ \ _ I 1~ /737.6 > 730.2 27 I 1 x /737,6 NECESSARY TO ACHIEVE EROSION CONTROL ON j ` x 15. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS SEEDED
731.4 w w-1 W \ _ X `r \ w 1 ! ~ l r \ l i DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE S / J f J~~ JlJ l/ i
28A DIB- w w \ \ 'V~~" L,^~~ I X,4, w OR LANDSCAPED WITHIN 30 DAYS OF COMPLETION OF GRADING, ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 45 DAYS.
w w W_ W \ e 91 \ W \ \ ! \ W\ -a-- . W w - 191 7\44.6 733.9 730.2 JJ f/~ r ( 16. PERMANENT STORM DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE CITY/COUNTY UPON REQUEST, THE CITY/COUNTY WILL
\ i \ x \ \ W / w w \ \ \ ~ _ \ f w /w 72.2 ~_X _ jI f(j 1 ,1 ( - ACCEPT RCP SYSTEMS ONLY, THE EASEMENT MUST ADJOIN THE RIGHT-OF-WAY AND HAVE A RECORDED METES AND BOUNDS I DESCRIPTION. w f I
41 Qv 8.4 (((I ( y _ w
38.4 \ \ \ t` ~ r~, _ f \ / \ w W W w w w - ~ ~ ! / W W W ~ ~ w ~ 1,9) L x 729 x ( f/- ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER. 1 . I(t _ 17. PUBLIC STORM DRAINAGE EASEMENTS a N
W W W ~ w x ~ ~ w (4l (1(l~- y . - - - 18. PRIOR TO GRADING, THE CONTRACTOR SHALL CONTACT THE ZONING ENFORCEMENT OFFICER TO ENSURE THAT ALL TREES MARKED I
W W W w W 732. x 728.9 w s \ \ X28. r \ TO REMAIN WILL BE PROPERLY FENCED OFF FOR PROTECTION.
w W W \wc wf \ \ x \ w w 1 +~y w 41 -,A t7\ 19. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT Pro'ect No.
* X* 77 'IV 7/T 1, i3.3 f OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
v - x 20. PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN CORNELIUS ARE TO BE MAINTAINED BY THE CITY IN 51665 I
9 7 AN ON-CALL MANNER. THE CITY WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM DRAINAGE j~ EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA.
73 '4 \ w W \ r \ I 2 1 ! l i \ X it - _ W W x w x 730.9 \ \ \ 29.0 728.1 ~ 1 JJ /r
_ I v\ 1 NEL IN AN UNOBSTRUCTED STATE AND SHALL Checked by BSW 21. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHAN
730`1 IN. \ 1 \ \ 1 ( I iI i ( J FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS. I / REMOVE Drawn b BSW 1 ( J J ~i~J
/732.1 f I V\\ \ /1 \ 1 ! 1( / 22. MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON ( J J J j J JJ t {
THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM, Date Drawn 08.06.02 Revisions 1
L 23. DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL ` J (J lI "AS-BUILT" :it TEN'nON CHANGEts PER
co 7-- r _ v~ X qT / w w ~ 1 / l li ~ , \ ) v A .74, 727. w 7 ~ , UNTY COMMENTS - 10.07,02 INSPECTION TO MECKLENBURG COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH CORNELIUS SUBDIVISION ORDINANCE. 1 COCURB & J 1 /l J JI j/ REVISED RB TO PROVIDE NUHT ( f of i
" gTj 1 1 1 1 / l w v vs y / 1! j, F F ti4/ x \ 24. RETAINING WALLS DESIGNED FOR CRITICAL AREAS ON BASEMENT LOTS WILL BE PART OF THE BUILDING PERMIT AND WILL REQUIRE 2 DISTANCE PER COMMENTS 11.11,02 I 1
1cS \ \ 1 1 t 733.4 / A PE SEAL AS PART OF THE BUILDING PERMIT, GNA DESIGN ASSOCIATES WILL NOT REVIEW THE STRUCTURAL STABILITY OF THE 3 RP VISED LGRADESPERO 1 I ? / 5 d ( /1 R HIM A 6' vo eu
WILL BE THE PARKING REMOVA ; PROPOSED RETAINING WALLS AND DOES NOT ASSUME ANY RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF SUCH WALLS. IT RESPONSIBILITY OF THE OWNER TO RETAINING THE SERVICES OF A QUALIFIED ENGINEER TO DESIGN AND SEAL THE 4 PER CLIENT M RE 1.18. 3
1 lf) ti, . L 1 l f ip! \ \ 4 it \ \ s •Y 1 5 SED J8 R VIST 2,26.0 C8 PER COUNTY REVISED YA NER AND YN
T l d = = = OF THE WETLAND PONDS AND THE OPEN SPACES WILL BE THE RESPONSIBILITY OF THE HOA OF WESTMORELAND 6 GLEN ROA - 10.29.03 f ~I f
I ! I 25. THE MAINTENANCE SUBDIVISION, GRAPHIC SCALE 1 Sheet
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FOREBAY ~
/
~ ~ ~ ©Copyright
/ i The use of these drawings
~ without written permission
_ from the orchitect/engin- eer is prohibited. Violators
I will be subject to legal / ~ f
action.
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i TAIL OF BMP WET POND 3 - PLANTING DE ~ Z J Z
1"=20' PER CMLDS STD. DTL. 20.31 ~ J O
J ..~Z c~ _ J
Wm z
~ ~ PLANT SCHEDULE Z o
TY SIZE COMMENTS ~ W ~ AME QTY. SIZE COMMENTS SYM. BOTANICAL /COMMON NAME O W ~
SYM. BOTANICAL / COMMON N !1 ~ 0 11. ~
DETAIL GRADING PLAN OF BMP WET POND X3 J Z WETLAND PLANTS W O
SHRUBS " TAINER LL 1 W Z FULL CON r W 1
CORNUS STOLONIFERA 24 -30 CASP CAREX SPP. NA Q COST 25 5 GAL. CONT. MATCHING SPECIMENS SEDGES ~ ~ W J
RED OSIER DOGWOOD p J
" " NTAINER W I-- Y HAMMAMELIS VIRGINIA 12 24 -30 FULL CO LEMNA SPP. NA HAVI WITCH-HAZEL 5 GAL. CONT. MATCHING SPECIMENS LEMN Z
DUCKWEED W
" " FULL CONTAINER ~ ILVE ILEX VERIICILLATE 2t 24 -30 MATCHING SPECIMENS LEOR LEERSIA ORYZOIDES NA ~
5 GAL, CONT. Q WINTERBERRY RICE CUTGRASS o
~ W LINDERA BENZOIN tg 24"-30" FULL CONTAINER ~
LIRE 5 GAL. CONT. MATCHING SPECIMENS NULU NUPHAR LUTEN NA J SPICEBUSH SPATTERDOCK
' NE~fn a wECx <~oo un.
TOP OF WEIR = 742.0 A \ MYRICA PENSYLVANICA 4 24"-30" FULL CONTAINER 4 MYRC 3 5 GAL. CONT. MATCHING SPECIMENS BAYBERRY POLY POLYGONMUM SPP. 1530 SF
\ \ / / \ \ N ;Y5 SMARTWEED
i INIA c?% c of c/ nfc c W
SCPU SCIRPUS PUNGENS 1055 SF COMMON THREE-SQUARE
GENERAL NOTES.,
10' LITTORAL SHELF 10' ANTI-VORTEX TRASH 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. VAAM VALISNERIA AMERICANA 755 SF
THE POOL AREA SHALL BE CLEARED. WILD CELERY
EMERGENCY SPILLWAY RACK BOLTED TO TOP OR RISER - TOP OF BERM TOP OF BERM 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL ELEV-744.0 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL ZIZANIA AQUATICA 1775 SF w
NT. S. ELEV= 740.75 ELEV-744.0 BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE ZAIQ WILD RICE
SPILLWAY ELEV.=742.0 CONSTRUCTED THROUGH FILL SECTIONS. U f= W
3 0 _ 1 a cn
TOP OF RISER - 3
ELEV-740,25 _ ~ . 1~ EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND
SLUICE GATE VALVE W/ DEBRIS, PLACED IN 8" LIFTS AND COMPACTED TO 98X OF MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM
RISER STEM AND ATTACHING MOISTURE CONTENT. FILL MATERIAL SELECTION AND Pro ect No.
BRACKETS 16" OC PLACEMENT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
3" DIAM. PIPE WELDED TO FACE OF 51665
30" DIAM. RISER AND EXTENDED DOWN VALVE BOX 5 INTO THE MICROPOOL A MIN. OF 6" NV= ASSEMBLY
Checked by RTF
TOP OF BERM- - 739.0 NORMAL WSE= 738.0 38 OIL 3 RTF/MVS
CONC. HEADWALL
N SPILLWAY ELEV.= 738.0 APPROX. 12 LF - 12" DIA. CMP ® 0.5% z 2 f 2 NEENAH R-7512-8 f /~F CMLDS STD. 20.17 Drawn b Date Drawn 08.06.02
d o ALUMINIZED STEEL TYPE 2 12' 12' 1 1 RIPRAP APRON
L. NEENAH R-7512-B " 2 CAST IRON GRATE f~ CAST IRON GRATE 12" ALUM. STEEL FASTENED TO CONC. \fa SEE CMLDS 20.23 Revisions TENTION HAN 1 CES PER
to FASTENED TO CONC. EQUALIZER PIPE 1 COLLAR COLLAR FROM FOREBAY 18" TYP a/ v du 10" - COUNTY 0 18" - THK 2 HK - 27"
m TO MAIN BASIN 1s" /
18" INV-732.40 INV=732.35 62 LF OF 18" ALUMI OF 18" ALUMINIZED STEEL CMP AT L 20 - 1 0.56X Wm 42'
BOTTOM ELEV,= 732.5 BOTTOM ELEV= 732.50 N \ \ ',Y 12" CMP , ; r T INV ELEV=732.0 SLOPE- 0%
y 1'-8" -0" ,
1 -8 2-0 N CONCRETE COLLAR ALUM. STEEL ANTI-SEEP
o CONCRETE FOOTING FOR RISER COLLAR, TYP.; ANTI-SEEP Sheet
INV. ELEV. - 732.5 -6,5'x6.5'x12" THK. WITH 10x10
a WELD TO PIPE o WWM WELDED TO BOTTOM OF RISER.
- 2--B--~ U
CONCRETE COLLAR AT BOTTOM GRATE MICROPOOL A NU RISER OUTLET DETAIL
w FRONT VIEW
N.T.S.
0 0 Q
J J
I

-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00
4+00 5+00 6+00 7+0 0 8+00 9+00 10+00
_ _ HIGH POINT STA = -0+ .31 V
I STA = -0+26.8 - _ .
~ ~
A.D. _ -3,90 HIGH POINT STA = 2+35.87 - - C
- 110A0' VC v/
VPI L V = ,15 W ° ~
- A.D. _ -4, ~ _ Z
130.00 VC _ - a~ ~ ~ . a L M N W
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o ao ao °D ao au ~ ~ p°o ~ °r' °i ao 01 ~ ~ o' o, ~ ~ o+ o~ ~ ' n ' r ~ ~ The use of these drawin s ao
n n n n~ n n n n ~ r. ~ ~ ~ ~ n without written ermission n ~ r from the ar hip - c tect/engm
-3+00 -2+00 -1+00 0+ eer is prohibited. Violators
00 1+00 2+00 3+00 4+00 will be subject to legal +00 5+00 6+00 7+ action.
00 8+00 9+00 10+00
35+00 36+00 37+00 38+
00 39+00 40+00 41+00 42+00 43+00
10+00 t 1+00 12+00
HIGH P01 T STA = 35+96.8 PVI TA = 36+14.22
o
.D. _ -5.20
_ Z - Q
- ~ N U
Z ~A
\ ~ _ ~ ~ Z U
O N ~ = 4 a. W
~ N ~ ~ ~ PVI STA = 39+3 89 N U M ~ N N ~ = J o J
N N } ,d,i I- M ~ A.D. = 6.20 J ~ - } ~u; ~ - } c~ z LL
W ~ + ~ K = 35.46 i ~ W N U II Wm z
= U > \ O II ~ ~ ~o
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11,1 ~ W _ ~ ~ + W W i
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kn. 30111.
/ 361n. _ Q -
Proiect No.
\i 762 51665
- Checked by BSW
734 Drawn b BSW
v Date Drawn 08.06.02
0 WESTMORELAND LAKE DR
Revisions
34+00 TO 42+95.21 THE COMMONS BLVD PER COUNTY COMMENTS - - - 10.07,02
- - - SCALE: 1" = 4' VERT. C2) PER COUNTY COMMEN 10+00 TO 12+11.18 10,29.03
40' HORZ. SCALE: 1" = 4' VERT.
- 40 HORZ.
N OR ~ q q N N q q - UT- n q N _ 0 _ q h M N O q
coo In - r- ka to n r n q N N N in _ Lo - - _ n n ^ n n n n n 00 co 0 N o a q It n 0, * (q to
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Sheet
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0 36+00 37+00 38+00 39+00 °a 40+00 41+00 q 42+00 43+00 10+00
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0+00 1+00 2+00 3+00 4+00 _ V
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V Grp = - _ to ~ N HIGH POINT LEV - 762.72 Q ~
_ +'3fi05 ~ r. N U L
VPI STA= S A = 12+53.12 ~ p ~
r\ U VPI STA= EV = 763.05 0 v z N Q ~ L
~
K = 33.93 00 N J Z N O U
' VC W v 0 ~ 0 100. ~ W _
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VPI STA= E = 752.99 p p'
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SCALE; 1" = 4' VERT. 1 4 VERT. .,,Ry
1" = 40' HORZ. 40~ HORZ. ~a~
©Copyright
N ° M ~ The use of these drawings N N N N N N N ~ ~ without written permission
N N N N N N N N N c ~ t ~ t ~ ° LV co ~ from the orchitect/engin-
d Oi Of N~ ~ r d ~ Y' N o ~ ~ ' ~ ° of m ~ ~ ~ m m t0 m 10 `0 eer is prohibited. Violators ° co °~i ~ ~ will be subJect to legal
d ~ d'd d 1~ ~ ~ ~ d action.
11+00 12+00 13+00
8+00 9+00 10+00 7+00
5+00 6+00 7+00 0+00 1+00 2+00 3+00 4+00
18+00 19+00 20+00 23+00 24+00 25+00 20+00 21+00 22+00
13+00 14+00 15+00 16+00 17+00
H P INT 74.
HI H POINT STA = 1 73.35
O Z
I STA= ELEV = 5.Q6 A.D. _ -5,00 VPI STA= STA = 22+ 6,74 Q
A.D. _ -7.17 U rn
Z V/
~ W Z
210.00 vc r~ ~ J J
N N ~ O
O Z LL o ~ C7 r f-
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VPI STA= STA = 6+87,61 ~ N VPI STA= ELEV 7 ,31 ~ m a II i N II - + M ~ Z L.L. a ~ ~ ~ W W U1
N - N N a~ N ~I I~ - o ~
K=45.4 ~ W J p ~
1 5,00' a II ~ 2 ~ stn J ~ Z
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O 00, - O < N II N h cc _ > cv 758 a w
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a < Pro'ect No,
Lai Z \ N -~V1-51665
2 3 Checked by BSw
HARBOR WALK D19 ALK DRIVE Drawn b BSw
13+00 TO 25+00 Date Drawn 08.06.02 ) 25+00 ---750
SCALE: 1" = 4' VERT. = 4' VERT. Revisions
= 40' HORZ, ~ PER COUNTY COMMENTS
750 1" = 40' HORZ. 10.07.02 B WALK DRIVE PE
It 0 PROP TY LINE JU TM NT 0 5.15.03
N 0
t0 r
N
3 ~ r co r r r G N EAA M t0 N ca L Sheet r C'4 L6 Ln N N d Oi ui N 00 n r~ r, CO W LO Ln LO
to rN n r
w ~N C-4 ~ t0 ~ ~lt0V to N 00~ toc0 t0~ t0 m(0 r n N to to d t0
J 18+00 19+00 20+00 23+00 24+00 25+00 20+00 21+00 22+00
U_ 13+00 14+00 15+00 16+00 17+00
0 0 d
U J J
L

o+o0 1+00 2+00 3+00 4+00 5+00
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
HIGH POINT ELEV = 772.00 /
V
- VPI STA = 11+04.75 C p~ VPI ELE = 773,72 ~ ~ C
~ N K 28.57 W O U
2 00 VC Q~ ~ H ~ ~ 'rn
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VPI TA = 6+14.29 ~ v W ~ 0
A .D. - -2.00 _ v! 00 d U
K = 50.00 - ~ d' U Q
~ ~ a
100.00' VC N ~ 0
/ ~ N U
N ~ Z N r ~
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U W
W IN V = . 15"
HIGH POINT STA ~ 51.01 VPI STA = 2+30. 2
VPI STA = 1+ 7.2 = ~
= m ~ ~y
A.D. _ -3. 0 K = 26.67 z N ~
_ _ a 100.00' VC N ~ II ~ N ~
70.00' VC n+ r ~
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313 15" / CARO
•FE o ~2
15" 0+00 TO ~ ;9 0+00 T013~90.90 sEA
SCALE: 1" ,1_ s:z SCALE: 1 - 4 VERT. ; ~ ;
1" 15" :o• 1 = 401 HORZ. .,~I~,.' ;
g~ '.R~' C
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M~ MOf ~n OJT n00 ~ _
~ ~ ~n nn nn n ~ n~ a ~ ' ~ ~ . ~ u°°i o m,~ ,a ~ ~ pp N oo ~ o 0 0 ~ ~ ~ ~ c Co i ht .n .v. .a, ono, na, ~ ~ PN9 The use of these drawings
n n n n^ n~` ~m ~o no n~ n ~ ~ r. N ~ ~ ~ ~ n n t` ~ ~ n n ~ n n n ~ n n n r` n without written permission
from the architect/engin-
0+00 1+00 2+00 eer is prohibited. Violators will be subject to legal
3+00 4+00 5+00 6+ 00 7+00 action, 8+00 9+00 10+00 11+00 12+00
13+00 14+00
25+00 26+00 27+00
28+00 29+00 30+00 0+00 1+00 2+00 3+00 4+00
5+00
1 ~ VPI TA = 2+f0 Z
= Q O M
NaM Oi ~ N + _ U 0 0 - 41,67 Z
+ IA N 0 h -
N I~ I~ 1 0.00' VC U Z > - ~ W
II II N I ~ ~ LOW POI T - ~ J N ELEV - 752.84 O
~ Q J > - LOW POINT TA = 4+65.20 , , ~ Z o - C~
II N W \ i ~ +
N VPI E V= 751.55 m Z O _ pZ~
W ~ ~ ~ F N - ~
W W (n $ v, ~ ~ d~ . O~
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742 Q ~ m \ of Ci J.5076
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cn 748 1 a v1
734 -774 T Pro'ect No,
51665
HARBOR WALK DRIVE
25+00 TO 30+46.28 NORTH SHORE CIRCLE Checked by BSW
SCALE: 1" = 4' VERT. 0+00 TO 5+50.50 - - - Drown b BSW
1" = 40' HORZ. SCALE: 1" = 4' VERT. 740
0 „ Dote Drown 08.06.02 1 = 40 HORZ.
Revisions
0 o - PER COUN COMMENTS
N 7
0 726 (2) RE BOR WAL DRIVE PER PROPERTY LINE IATNENT 05.15.
3
v
Ln C4 N O M f~ M 0 t0 01
OJ d to MN ~M n d N M N tl) n rrr Ian N ~n n^ Lo hd rM rM dM M ~'r p M OO M Lo to to 00 q* .00 .7 co" OR -40 CD
Mr- to a F,n I•n ~n ~n nh ~in n Sheet
~ 25 o +00 26+00 27+00 10 to
0 28+00 29+00 30+00 a 0+00 1+00 2+00 3+00 4+00
c~ 5+00
L
J

{ {
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
HIGH POINT LEV = 766.44
HIGH POINT A =3+35.39 C ~
- - c
VPI ELEV = 768.94 A.D, -8.15 r\ a~
o W ~ ,e
, I- rn
Q c N W
V ~~o M N
+ - ~ ~ _ ~ - 0 pp - r. N U
N
N r ~ v~ ~ OrU 0 ~ Q WIZ L
II M O op ~
Q _ _ Z Nom, v
LOW POINT ELE = 752.21 ~ ~ - W i u „ w dd~+~ N v W 0
LOW POINT STA -1+83.64 ~ ~ ~ ~ ~ J V! DD ~ U
VPI ELEV = 750.93 ~ W N ~ .c
A.D. _ .55 - D
i or ~ - - a
i U
W Z ~ ~
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~S~ ~ U _ VPI ELEV = 73 86 Q
/ \ ~ K =48.01
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1" = 40' HORZ, CAR
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©Copyright
M ~ O o0 Of~ d~ 1p~ ~N ,p n ~N ~N ON CDtl' M n ~ .t ~ N y~y rq N ~ a°, n °m , ~ ao $ o ~ ~ , ~ o ~ The use of these drawings
N N ~ d. M ~ ~ iA ~p ~ M CIA t0 •rp IA 1~ r` r n n r n N n~ r n ~D h tC r O O O t0 t0 tp t0 cD t0 ' n ~ N ' o ~ ' M ~ ~ rn without written permission f0 jp ~ ~ ~ n N ~ n ~ n'~ n ~ n M n from the architect en in- n nn nn n n n n n ~ 9
eer is prohibited, Violators
will be subject to legal action.
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
0 Z
/ Q
SCALE; 1" = 4' VERT. /
1" = 40' NORZ. U Z
~ - VJ
Z U a W ~J J J
~ / N of n O ~ - ~ ~ _
V ~ N + ~ Z _ / + VPI STA = 22+47.01 M ~ U . ~,1. VPI STA 1 +91.56
VPI ELEV = 38.18 / N m VPI ELEV 765.00 m ~ Z n u ZO
~ > ~W~
K= 35.9 / a K= .84 N W N
/ Vl w 0_ ~ 9 ~ O w a. _i ~ w ~
W J i >WZ
W ~ >Q '^~WJ
A n M ~J
+ ~ W Y
n / Z w
LOW PO T STA = 13+70.7 a ~
7 Q.Y1 - - ~ ~ G
VPI TA = 13+65.56 / -r v o
vpl;17.z 02 r 1 ~
A.D. = 2.15
s
N 150.00' VC M
+ M t0 f~ t71
N ~ M q co r >
W W N M w W
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738 O rn II II q Q d pi > > -z 0
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Lil 36" RCP ~
4 RCP BEY OUN /
kCP BEY ND Pro'ect No.
O / -
730 +
730 51665
T Checked by BSW
/ Drawn b BSW
30" - Date Drawn 08.06.02
J 3 Revisions
v U ~ I d
Q W COUNTY COMMENTS 0.0.02 17
n REMSED LAKE PINES DRIVE ROPERTY N JUSTMENT 05.15.0 2 P
to - to
to 722 LOW RISE ARCH ( " EX T. 12 S.S. 722
RISE=8'-7"
to M M M M N O to t0 O a 00 ' tG t0 to to t0 t0 tp ID M Lo N OD .N tp •M ~M I~ N Uf.an UN rr ~N ~O 0p t0 N V to N11A 04 to 0 C.4 Arto M N M N 0f O 00 rn t0 N vO Sheet
D M MM MM MM M~M Nd d d N n d 1n Lo Nt0 tp Mr nM ~rM ~.M nM rM rM ~ nM n N r n r nM M 0 rLn h~ ~0 r r r
41 J
11+00 12+ 0 00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
0 a
U
J

-3+00 -2+00 VPI STA= STA = -1+46.73 _1+00 0+00 1+00 +
2 00 3+00 VPI STA= ELEV = 782.17 4+00 5+00 6+00 7+00 8+00 9+00
100 0' VC ~ _
_ V
C ~ _ _ ~ c
w 'L
W ~ c
N O rn I- ~
M~-
I r ~ I II W LAN - V ~ ~ O
~ VPI STA= ELEV 773.09 ~N >
~ ----~A~ _ W a M K=43. _.v ~ ~ oo ' ~ N U ~ d'
N ~p ~
ai n 125.00' x ~ O~U N _ a ~ W I Z L
W I II ~ W N W ~ ~
J M Z Z ~o~ ~ ttRR m
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H N
w a 0 a
U W p a J ~ U UI _ ~ U Z m
\ 4 W ~ ~ C
\ ~ + ~ n o n d J
z ~ II a II _ o°o M VPI S =STA = 5+15.82
\ ~ ~ o~ ~ o ° Cn
~ co II n .D. _ -3.00
~ ~ o~ u K = 33.33
t0 N W _ V1 +
\ - s.____~ -
F P _~I ~ o~ { ~ O ~ ao ~ -
~ r ~ ~ LOW P INT ELEV - 753.19
...L m m LOW P INT STA = 8+17.9 oN n +
~ ? U~ ~ - - W II II _ ~ VPI S =ELEV = 751.05 _
",2, Q ~ \ N > A.D. = 7.25
0~ ~iJ N -
' ~ ~ W ~ 0 275.00' VC
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\ FQ- N W
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'0' 1
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- - - _ 0+00 TO 950 / a - _ 1 328
SCALE: 1" = 4' VERT.
1" = 40~ HORZ. RfY ~ D.
p. ~0
~ /
I
oo p~ o~ ~ rnp pn nn Nn n ~n n 'O p .p .p NCO •00 p c Co 1 ht n r r a, ~ •a ~ N o N N ~ 0 0 PYr 9 ~ , ~ o ~ o ~ M ~ N M ~ o, M o ~ ~ ~ f` M , o . N The use of these drawings
n p p p pop ~ p T n nn nn nn n~ n nn ~n nn nm nco nm n° n ' ~ ' ~ ' ~ ' ~ ' ' v ' ~ ~ ~ N without written permission
n n n n nn ~ ~ ~ rt0• ~ n n ~ ~ ^ r ~ r ~ /PROP. 7~"' MP r ~ r ~ n from the architect/engin-
eer is prohibited. Violators ~ will be subject to legol
-3+00 - + _ action.
2 00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
10+00 11+00 12+00 13+00 14+00 15+00
16+00 16+00 17+00 18+00 19+00 20+00 21+00
HIG POINT ELEV = 76 .59
HIGH P INT ELEV = 758.52 VPI STA= ELEV = 761. 9
I
VPI ST =STA = 11+15,30 VPI ST =ELEV = 758.92 K=
~ LOW POIN ELEV = 755.58 185.64' VC = +46.92 LOW POINT STA 20 _ ~ ~i
i K = 28.33 LOW POIN STA = 14+01.15 _ _ Z
= Q
VPI STA ELEV = 755.24 n A.D. = 6. 0 o _ U
I = _ ~ ~ Q Z - ~ 220.00 C
a~ N ~ pMr ~ ~Q .~'VV' W O =n n ~ ~ ~ _ Z WV x i o _ W
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Proiect No.
i
51665 I
Checked b BSW
ROSALYN GLEN DRIVE BSW Drawn b
9+50 TO 2100
SCALE: 1" = 4' VERT. Date Drawn 08.06.02
1" = 40' HORZ. Revisions
0 PER COUNTY COMMENTS
0 10.07.02 2 PER COUNTY COMMENTS JoM .03
m
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HIGH POI T ELEV = 763.87 D J
VPI A = 1+60.76
VPI V = 764.85 HI POINT ELEV = 7 ,42
= 28.18 + ?W;
_ _ :
1 5.00' VC STA= ELEV = 76 .96
K = 29,23
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DATUM ELEV 1 = 40 HORZ. 0.• ELEV F 5
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SCALE: 1" = 4' VERT. ° ~ m m h ~D ~p t0 ~ t0 n n n t0 rD
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_ ©Copyright
Ot~D 01 000 .N ~h OO~i ON Mer d tom t0~p Orp Orp c0rp t0N t0~ N The use of these drawings
hh h hh hh hh h h hh hh h without written permission from the architect/engln-
eer is prohibited. Violators
will be subject to legal action,
0+00 1+00 2+00 3+00 4+00 0+00 0+00 1+00 2+00 3+00 4+QO
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Pro'ect No.
51665
Checked by JCO
BISCAYNE COVE ALLEY _ Drawn b BSW
742 Date Drawn 08,06.02
SCALE: 1" = 4' VERT. Revisions
1" = 40' HORZ.
PER COUN COMMENTS - 10.07.02
2 PROPERTY LINE ADJUSTMENT 05,15.03 RC'
a X
x 0) M OD N OD t~ t0 ~p 1~ Ol O O N x (0 f~ 0) O M O it O n M N 0) F
d t~ . N ~F M OR IA M x c0 (0 0 ik) U6 .1 In N r0 (0 r0 co t0 x ~co rso r~ n~ Na F, n~ it) N
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~ 1 t r i
/ ~ S I \ r ~ 1 1 l /
~ ~ r'r \ J \ f pp~ f , i ~ r / 1 c LEC~ND~ ~
r ~ 1 1 ~ ~ I 1 1 _ v, { Y °
~ 1 - 1 3.2.25 ~ l I i I ~--M~.~ Fp~T .L~ DESCRIPTION.
~ 1 ° i ! 1 U1 ~
o f /l W c ? , 5/C5.4 STABILIZED CONSTRUCTION ENTRANCE ~ ~ -
~ :-71u~ - ° c
~ RIStE BASIN 5 ~ 1 ~ \ ~ ~ ~ -b SEED ~L 7/C5,4 \ ~
BOT, DIM = 40X120 - ~ I / r.. _ - I 1 l / ROCK CHECK DAM p
.1 ~ \ TOP DIM = 25 13.$ DOUBL SILT FENCE - TYP. ~ ~S' ~ ~ / OUBLE SILT ~ ~ 1 ~ ~ O - \ o l / ~ .c ~ U
TOP ELEV. = 740~s SEE TAIL 6/C5.4 W/ THE ` ~ ~ BOT. ELEV. = 7 PRO \ / / 'j 36 ~ CTION FENCE ALONG ~ v o ? 1 1 T TLA I I l t ~ N ~ 6/C5.4 TEMPORARY SILT FENCE ~ 1 ~ ) ~ p
\ \ S \ ` \ 60 RISER r M AREAS. i / / 1 1 I ~ ~ ~ ~ a 1 1 I I a~
V / ~ \ Vo ~ \ I BARREL ~ J1 \ ~v ,W o f 1 Q tL Z I i ! • o ` f 1 PROPOSED MANHOLE 00
~ i v v ll l ~ ~ ~ 1 \ ~•v ~ ~ 1 ~~v \ \ ` ` l ~ t Z No° ~ \ \ ~ 1 J °
\ ` \ 1 I w o \ ? 1 \ ! \ ~ / PROPOSED FLARED END SECTION a~ t s
! r/ / ~ , ~ I RISER BASIN 9 ~ 00 v U
! ~ SfDIMENT BASIN 7 / / r - r~ SEE DETAIL 1 /C M v, / v 1 t '9T ~ SEE DETAIL 7/C5.4 W N v r
1 / / l - BOT, DIM = 15 Xi ~ ~ \ BoT. DIM = 1 ? ~ 2 C5.4 ~ ~ U Q y 2DO x95 / TEMPORARY SILT DITCH T ~ r o
! i ~ TOP qIM = .35X3 ~ Fj' 1 I ~ ~ .OP DIM = 218 X1131 N tit N I q F TOP ELEV. = 72 ` a
/ ! / l i r ~ s ~s s ± 8 ~ 3¦ v ¦ Q ti •2 F aoT. ELEV. = 723.x' o ~ LIMITS OF DENUDED AREA ° F I 1 S" RCP
.I, / / / L FE CE BA~FLEr ~ CST 48 RISER ~ ~ Z N ~ 1 36" BAR ~ ` EXISTING STORM DRAINAGE L1NE ~ C \ I REL ~ ~ o c
\ \ \ t, ` ~ PROPOSED STORM DRAINAGE LINE °
l / / l / I ~ r 1 ~ ~ ~ I J \ ~ \ \ -800- \ \ ~ \ \ EXISTING CONTOUR LINE
1 ! 11// I ~ 1 1 ~ , \ \ \ \ ~ ~ \ ~ ( \ soo PROPOSED CONTOUR LINE
I I f \ \ \ / \ \ / ~ ~ \ i r
I I !Ill / , \ ~ \ I \ \ 1 ? ~ STRUCTURE ID TAG
I 11 ! ~ ~ / ~ / s - - \ r l~ 1 ~ i, :,~.4~;.:
1 ~ , ~ ~ ~ \ 1 \ f (I 8/C5.4 PROPOSED SLOPE DRAIN
V _l h ` ~ ~ ~ \ ~ I
r W ' \ I ! / / ~ ~ ~ i ! ~ 1 ~ 1 ~ ~ 1 1 \ \ o \ + it
1 ~ 1 ! i --a ~ ~ \ \ \ \ I ~I l \ PROPOSED 1 I I \ \ \ I! 4/C5.4 INLET PROTECTOR
I i i I l ! I I I ~ ~ r i 1 I \ \ \\\o \ \ \ \ ! \ \ \ I
I I ~c f ~ 0 I ? ~ ~ ~P 0 \ o t_ % I 3 PROPOSED TREE PROTECTION FENCE
11 ~ r r 1 1 J 11 l f, r 1 I J l \ o R~ ~ , o i / t iL DOUBLE SILT FENCE - I (ORANGE BARRIER FENCE
I t~ / \ I / r - I l ~ I I( / r 1 J / I \ I ti f( ~ \ t ) s~ ETAIL 6/C5.4 w/ ~ I ~ /I i \ SILT
\ ! I ~ t I-1 , 1 1 I J PRO (ii1 N FENCE ALO FAN BAFFLE NG \ ~ I I ~ r \ -SWIM AR I ~l (TYP.) /
I lI ~v ~ 7 J ~ ! ! I V / ~ I / / / 1 / <v / / ~ ~ r /9rlra ~ \ ~ I i
i ~ 11 ~ ~ 1~ ~ / ~ / / I ! / l \ \ \ \ _ _ _ o ~ I GENERAL NOTE:
~ ~ ~ / ~ ~ / / / 1 ! ! ~ N ~ 11 , / I t / \ \ \ 1 - \ ` i I l MAINTAIN A 2:1 RATIO ( ~ ~ I OF LENGTH TO WIOTH IN SEDIMENT BASINS.
~h ~ ~ r - / v w I i / I 1 1 / / I V / I P / / / \ \ t~ i o III \ 1 0'~ \ ~ i I , USE BAFFLES AS NEEDED TO MEET THIS GOAL. (TYP.
Z ~ / P J 1/ I ~1'04A I ~ ! / / J / o \ f ~ • v ~ ` v\ v 1 ! Ji ASSO RISER BASi ~ • C ~
4 I 1 ~ ! J l I ~ ! Q V ~ ~ ~ ! / / / \SEE DETAIL 7 \ Z { 1 I MAINTAIN TREE PROTECTION FENCE A • ~ werF ~ • /c5.4 \ (l, LONG THE SWIM BUFFER FOR ; ~ ; ~ ~ ; ;
!rJl~~~ 1_ % I l J l !r i ~ ~ - - x~ . J l lJ J l ,r CBOT. DIM = t2o X6 \ / 1 THE ENTIRE LENGTH OF THE STREAM ON SIT • 1u ~ ~ ~ ; ~ 1f E FOR AREAS OF ; _ TOP DIM ' 140 X80 \ `Y'" I / DISTURBANCE. . a ~ : N
J z _ ~ , l / / J r ! JI ~ 1 l it JJ / / o STOP = i~ C-608 \ ELEV. 745 ~ / .Q.
I J 1 ! ~ rJ 1 / / i I / / r I~ I y S~ ~ / I I l i - i i / 11 I/ / r / ~ \ 'BOT. ELEV. = 740 ~ STABILIZE SE TREAM ~ 724 ~ ~ ' Y \ " CROSSING AFTE sING I N~- •$3 DOUBLE ROWS OF SILT FENCES ARE TO BE SPACED
/ / L RISER c / 7~ ~ 6 4 3 APART AND ; ~ ~ ~ ~ ~ 36 A REL OMPLETED WITH I ~ 3 10 FROM TOE OF SLOP ~ ~
~ ~ ~ ~ ~ 1~RIPRAP -16" DEEP I E. TREE PROTECTION WILL BE PLACED 1 o SILT CE BAFFLE \ FLTER F o OFF FRONT EDGE OF SILT FENCE.
! v_ 8 _ ~ ~ I r r I I 6 ~ - i ~ ~ 1 J l - I ! ~ 1 , I I ~ ~1- ~ r / r r., l . , r ~C J 1 ~ ~ / ~ o\ _ l ~
_ ~ / / ~ r ~ t
~ DENUDED LIMITS ~ \ ~ \ ~ ~a\, +u u n
9 / ~ ~ / ~ ~ ~ / 6 - ~ / ~ 7~ ~ ! j ~ L ,ems 1 '~r \ \ o C R + ,
/ \ 1 C~ TER OF \ ~ ~ ~ (r •
N- MEO TRIG. v~ \ \ ~ p,N , ~ \ f \ 1 \ ~ ? ~ ~ ` 1~ 111 \ : ~ • 7'
s o \ ~ 1 tit \ \ r r \ ! 11 \ \ ~ r , ,i 11l 1 V ~ 09 ~ ~ \ SIT ~ A \ \\VA v ~
~ ~ NCE - \ ~ V1 \ ;
/ ~ \ `SEED AIL 6/C5.4 \ \ ~ W . ~ r \ LPL
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~ I ~ \ 1 11.E vF~ vP \ o } ~ 111 00 ~ \ ~ ~ l \o~ 1 e o o~ .0
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/ ~ ! \ \ 1 o I / \ \ \ ~``1 1 r \ ~ ~ ill 111
I i 1! I I r ~ ~ ~ 11 \ 1 I i v v A 1 1 ?Il 11
/ ~ r / / / l l f / \ \ ~ s- ~ / / / / ~ //)P J1 \ It III \ \ 1 \ \ 1 111 ~
/ ~r'. 1 / / / r ~ ~~r l i / l \ ~ r / 1 ~ 11 IRI \ \ ~i ll i
! I l / l / / / / \ ~ ~ i 1 1 ~ t ~ \ `1 Ii, ©Copyright
~ I l / l! l ~ ~ i / ~ \ 11 I I (I i The use of th r r - ~ r\ ` \ I I ese drawings 11 .a~" \ 11 1 ~ I Ii without written permission
/ / ~ ! 1 I 1 ~ / o ~ li ~ / / \L ti ~ / I 1 I I (I ; from the architect/engin-
/ , ~ ~ I I ~ / ~ r / ~ ! / < ~ -M r ~ \ d/ I II eer is rohibfted. VI / r \ \ ~ 1 1 I I I i P olators ~ \ ~ \ / 1 ~ I I will be sub Ject to le of
l 1 I I ~ ~ ~ 1 ~ 1\ 1 I I I I !I/ 1 ~ ~ r ! I I ~ / ~ v 1 11 I i 9 / ~ 11 1111 I act on.
/ i l I I l l ! / ! ~ / l ~ ( ~ I / ~ - - - - t / ~ I 11111111 t ~ / 1
/ J / I / , t i / y.. a / / \ ll 11 / ~ 111!111
7 1 ~ ~ (r . - - I ~ , / 0 1 I ~I t ~ / ~ n111 111 11 _ _ o I / 01
I ! \ 4 ~ I r i i ~ - l I ~I 1 / f 1 1 1\ o x ! 1 1 1 I i ~ 1
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1 ! 1 Ill 11 1 o i - ~ ~ - _ 1 ~ ~ ~ 11 r ~ i - \ \ 111 1'
/ Z 1 J A / 1 1 4 1 1 _ _ 1 ~ ~ 111
. ' 1 - - - ~ I / ~ 1 \ v \ / r ~l' I ~ I /
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I ~I I 1 I ~ \ ~ ~ c ti 11 1 _ - - - ~ 1 / ~ / / 1 1 ~ / ~ /1
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/ ( S~EbI~iENf BASI 1d
/ ~ ~ ~ - ~ ~ 1 ~ ~ I s ! SEE T ~ / DE AIL i/C5.4 1 (j ~ BOT. DIM = 100'X15' U I ! ! \
\ 1 ~ ~ ~ / / . , a. ~ f ) I TOP DIM = 130 X35 Z
~ / ~ I TOP E - 1 ~ ~ ~ LEV. - 754 ~ U i ( / ( 1 BOT. E EV. = 746 1 W
i sir _ ~
/ / / 1 1 11 l l \ ' o i 1 + I ~ I I 1 \ i J..~-
/ 1 I 1 1 1 1 ~ O z 1/ 1 1 \1 1 1~
I I( ~ Wm z - l~ ~ 1 11 1 ~ ~ O
1 Ill ~ ~ / ~ ti l I 11 1 ! VA pz~ i ( II 1 11 I ~ ww-
! J / L ~ r / ~ I I \ 1 ( 111 1 to I 11 R 1 1 a.~
~ - I I a r , - \ 1 I I i ~ I i \ 111 ~ oa. I 1 \ 11 o\ w I 1 i 1 \ \ 4 111 ~ O
I I i t \ 11~\ ww 1 I ~ >wz
I / ~ ~ 1 I ~ i e \ w>Q \ \ \ ~ ~ W Z
f ~ i \ ~ ~ o ~
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\ Z \ \ \ \ \ 1 ~ \ \ \ \ w (n
f 1 ~ 1
n \ \ \ \ 5
j l I i \ \ W
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1 / f I 1 d l 1
/ d l
11 / f \ SILT DITCH - TYP. / \ \ - -
k 1 1 EI r \ \ < \ r o r- -.SEE DETAIL 2/C5,
w w
r 0 \ DENUDED LIMITS \ \ _ r Ir /
\ I \ \ ` \ \ \ ? / `INLET PROTECTOR - TYP, 1 460
\ \ \ \ \ / / f \ SEE DETAIL 4/C5.4 M Pro ect No.
V 1 \ -a \ - - / ` , 11 fai- \ 11 \ \ \ ~ i \ f r' \
\ \ \ \ \ \ \ I SEDIMENT BASIN 6 - - - Checked b MVS
~ \ k \ \ l /SEE DETAIL l /C5.4 \ 1 1 BOT. DIM = 80X3 _ = ° I ' . Drawn b MVS
to \ \ \ TOP DIM = 100 X55 - - - ` - / e
\ \ ~ ` \ 1 /1 k \TOP ELEV. 759 \ ~ , a. .s ~ ~ / / ~ - - - 3 \ - - ! I l 1 ; BOT, ELEV. _ 754 / / Dote Drown 8/6/02
i I ? ~ \ \ ~ ~ . 1R ~ „ / ~ -r :'!'ILvf. v hM - TYP. _ - Revisions
SEE DETAIL 3/C5,4
Q l) plan per count
comments 10.07.02 I RISER BASINS
2 p COUNTY OMMENTS 11 11 02 3 ADDED OUTLETS ON SED, BASINS PER Ca
O O Q
U 4 REVISED LOTS AND SVtlM BUFFER
(9 5 RE+ASED LOTS ALONG SOUTHERN GRAPHIC SCALE
LLj J 60 0 30 so 120 240 Sheet
g
U ( IN FEET )
1 inch = 60 ft.
L
J

TOP OF DAM
2' REMOVABLE TRASH RACK IS OPTIONAL '
FOR EASE IN MAINTENANCE. V
Stake ANTI-VORTEX PUTS G WELDED TO CMP RIS TRASH RACK C
w (e' MIN,) 2 X 4" wood frame 2 2 RISER CREST 1 r ~1 N ~ ~
TOP OF BERM 1' MAX. 2' o CMP PERFORATED RISER W O C_
MIN. Y SEDIMENT CLEAN OUT ELEV. ~ ~
1' MIN, DESIGN HIGH WATER 1.5' Fab ' FREEBOARD(MIN) , Fabric (REF TO NOTE 3 OF GENERAL NOTES) ~5 WASHED STONE FILTER O) I C a ~ W RIP-RAP APRON ~ N
SPILLWAY CREST maX V ~~O = O
SEDIMENT STORAGE v - Z ~r~N • DISCHARGE PIPE s r. ~ U
12" WASHED -I I- _ - MAXIMUM LEVEL OF SEDIMENT CLEAN OUT STAKE STONE 2 6'MAX. -III-) I = I - -III- COLLECTED CLEAN BASIN OUT x - ~~N - - - = CLEAN OUT STAKE- '
( 1 i - - - WHEN THIS LEVEL REACHED) N 3 ' -I_I I-III- -III-I III
z III-I I ~ ~f III" N _ mm. - 0 ~ ~ -III ~ III- - ~ BOTTOM OF BASIN Q Z ~ I ~
I III-III ~ • '
f.44'
P RAP v W 0 Buried Fabric ANTI-SEEP COLLARS - C~IC. ANCHOR SIZE, QTY, AND SPACING VARIES ,4; ~ ~
SECTION THROUGH BASIN AND FILTER s' MIN V~ 00 tJ U S W N 7 L
~t(nU Q
IN RISER BARREL SLOPE D S Y Z L STORAGE # ROWS # HOLES a~ BAS a
II ~l r 0 Q
x / T Drop inlet - - n o~ ~ ~ sIL FENCE with rate - » » - 41880 CF 4 50 ~ 3 48 36 0.50% 10 8 5 3 Z N
x 3' 9 ~ C
CARRY RIP RAP UP L (10' MIN.) CLASS 1 OR 2 I ' 3 ~ x SIDES OF SPILLWAY-~ RIP RAP ~D ~ e - - 1 0 » » - 76625 CF 3 63 ,
fgRm / IP RAP APRON ~-Frame - - - min 5 60 36 0.50% 12 8.5 4.5 2.5 J
BERM x E BASIN SECTION ABOVE - - - » » 3' - 25056 CF 4 50 8 48 36 0.50% 10 8 5 p~
OU~j - r~,,
O/j ~ i ti"iY~'r~~G~iMy+~l4rhrl~t'~~~'` p S Oy ,~5r ".`'tirxk, i,~}ra. r .".y.~kr,R~,~, b 8 :;N;~; » » 4.5' 2.5' - 51313 CF 3 50 9 48 36 0.50% 10
. W r~"M', ; "~„r„ ~5 WASHED STONE
SILT FENCE ~;;;;~yN«r~+/'.~,.;),~,~a,; ~"troy
RIP RAP APRON TO CONTINUE ~u°"a''~'"^"`au' t~'"~"~'~' r . ~ TO LIMITS OF DISTURBED AREA ~ Gather lyDIESL GENERAL NOTES:
c. excess ANY FILL IN THE WETLAND POND AREAS WILL BE PLACED AS NOTED ON THE
DATA BLOCK X (T MIN) Ot corners 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION ANO ROOT MAT. EMBANKMENT FlLL PUq:MENT AS NOTED ON SHEETS C3.4-C3.7 TO THE POOL AREA SHALL BE CLEARED. CONSTRUCTION THE PERMANENT DAM EMBANKMENT FOR FUTURE, THE RISER AND
SEDIMENT ~1- ~ 1~ BASIN l H Z w X STORAG TS OR OTHER WOODY VEGETATION AS WELL OUTLET PIPING WILL ~ REMOVED AFTER SIZE IS STABILIZED AND THE FINAL 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL 8E FREE OF R00 CONSTRUCTION OF THE WETLAND PONDS WILL BE COMPLETED AS SHOWN ON
REOUIRED CF ELEVATION OF BERM AND FILTER OVERSIZED STONES, ROCKS, ORGANIC MATERIAL Ot OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL AS SHEETS C3.4-C.3.7, BE COMPACTED BY TRAVERSING WITH EWIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
1 10' 3' 2' 6' T 4500 CONSTRUCTED THROUGH FILL SECTIONS
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
2 10' 3' 2' 6' 7' 5220 - T A MANNER THAT IT WILL NOT ERODE.
TEMP, FABRIC DROP INLET PREOT CTIO~ .OT C ION 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
2 a 12' a' 1' 6' 11700 N.T.S. S. CONSTRUCTKN OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6 15' 3' 2' 6' T 10080 6. ALL qJT AND FILL SLOPES SHALL BE 2:1 OR FUITER,
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PRONDED WITH EROSON CONTROL AND STABILIZAl10N. ,~~~i~~~~~~~,
7 10' 3' 2' 6' 7' 900 8. STORAGE AREA IS SHOWN AS RECTANGUUR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE ~0~ ASSQ STORAGE VOLUME REQUIREMENT IS MET, THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE GCS ~C/ PROVIDED THE MINIMUM
10 10' 3' 2' 6' T 5040 FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS ~ SURYFr ••»9i~
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DENUDED AREA. iF CLEAN WATER FROM ~ MEASUR ~ ~ ' ~ ' UNDISRlRBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUpi THE DENUDED AREA BY NON EROSIVE ~ O S C-608
DATA BLOCK TO BE COMPLETED BY DESIGNER AND SUBMITTED WITH EROSION CONTROL PLANS. THEN BASINS MAY BE SIZED BY DENUDED ACRES RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF
DRAINAGE AREA. •~f • ~ • ~ ,
10. THE LENGTH OF THE STONE WTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. ' lJ ~ ~ ' ~ FFLES 'i •"'•a....••'" 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BA ~
GRAVEL AND RIP RAP SEDIMENT BASIN SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TW1CE THE WIDTH.
N.T.S. 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDNdENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES MALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 13. SAFETY FENgNG 3' HIGH SHOULD BE PUCED AROUND ALL SEDIMENT BASINS.
NOTES: 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENNRONMENT,
HEALTH, AND NATURAL RESOURCES, EROSION NO cFDIMENT CONTROL PLANNING AND DESIGN MANUAL. ,,••~.~~~„r,~i~,
15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL CA
a. GRAVEL PAD TO BE 18'x 100' AND 6" BE REQUIRED. Q'• ' 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE F1NAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED '
THICK MINIMUM AS BEEN GRANTED BY THE Citt COUNTY LAND DEVELOPMENT INSPECTOR AEtE@ THE GRASS HAS GERMINATED AND " ' IF PERMISSION H /
b. TURNING RADIUS SUFFICIENT TO STABLE GROUND HAS BEEN ESTABLISHED. 3328 PUCED AT TOE OF A SLOPE>10' ~ ~ "
ACCOMMODATE LARGE TRUCKS IS TO BE 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS % ,~F`,~F••~•IN6•• VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50 OF BUFFER IS NOT PROVIDED. ~
PROVIDED. RFY 0.
qunu~?' RISER BASIN •03
c. ENTRANCE(S) SHOULD BE LOCATED TO (2R
PROVIDE FOR MAXIMUM UTILITY BY ALL N.T.S.
COMPACTED SOIL CONSTRUCTION VEHICLES. INSTALL BERM AT END 2' MIN Section through embankment and basin control
OF EACH DAY OF GRADING
d. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR ©Copyright
DIRECT FLOW OF MUD ONTO STREETS. The use of these drawings
W LEI 3 MIN. DEPTH F~,o PERIODIC TOPDRESSING WITH STONE LENGTH AS NECESSARY SEDIMENT PIT without written permission
- - -y T P I A E AT A POINTS OF " III SILL BE NECESSARY; KEEP SOME HANDY. NO ES. A PL C BL LL ~ i _ I I-' i'[""i i'I-i i'i-i i"-i ' I-III-I 11=I' i'1= I I I I TO GO THRU DIKE RIP RAP do WASHED STONE from the architect/engin
- L 1J1~ I-III-III=III I i I-ITI I 1=III=1 I ~I I I- - _ - _ - • - - - INGRESS & EGRESS UNTIL SITE Is III I I~ I I I-I I_I I l i . ~ ~ ~ I I_I PIPE Z FILTER BERM eer is prohibited. Violators ~ (CMLD STD 30.12) will be subject to legal 1' M N. oction.
II-1~11_~=III-II=====__-- K F I -III-III-ITI-T - - - - STABILIZED FREQUENT CHEC S 0 I ~ ~ I I (T ~ III-7 I I-III- I - e. ANY MATERIAL WHICH STILL MAKES IT , - I I~ I I I I f-I I I- DIMENT PIT
--~-1 I ~I I I=1 11=) I I. III=1 I I=1 I I=III=1 I I=1 I I=1 I I=1 a=1 I I I-III-III-~ ~ ~ ~ ~ ONTO THE ROAD MUST BE CLEANED UP THE DEVICE AND TIMELY iD+12" FLEXIBLE PIPE
IMMEDIATELY. MAINTENANCE MUST BE PROVIDED. FLEXIBLE PIPI 6' TYPICAL
STAKE- STAKE • ' Ir
T1E DOWN AT END AWN AT END , ' '
. SEEDING SPECIFICATIO
4' MIN • 4' MIN • '
P~ ~0 DIAMETER (D) , ' 3:1 SLOPES OR FLATTER
~~G J0/ • Itural lime of the rate of 90 lbs. 1000 S,F,
SILT DITCH S T e EC ION , 1. Apply agricu / TAKES• 2. Apply 10-10-10 Commercial Fertilizer at the rate of 20 Ibs/1000 S.F.
N.T.S. 1p~, 3. Seed in accordance with the following schedule and application rates:
Mi • EARTH DIKE
N ~ • AT LESS THAN 1!G SLOPE RIP-RAP APR DATE TYPE PLANTING RATE % sLOPE
' - scue 300 lbs. ac. or 7 Ibs. 1000 S,F. August 15 November 1 Tall Fe / /
L =The distance such that points EXTEND TO EDGE OF DISTURBANCE ''November 1 -March 1 Toll Fescue 300 Ibs./ac. or 7 Ibs./1000 S.F. and Abruzzi Rye 25 Ibs./ac. or .5 Ib./1000 S.F.
A and B are of equal elevation CONSTRUC110N SPEC~FICA110NS:
6" MIN aJ _ , or 7 Ibs. 1000 S.F. J THE INLET PIPE AND THOSE March 1 April 15 TGII Fescue 300 Ibs./ac / ~ 1. THE TOP OF THE EARTH DIKE OVER
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT Z HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. April 15 -July 30 Hulled Common 30 Ibs./ac. or 1 Ib./1000 S. F. Q
40' max, on slopes 2% greater J 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING Bermuda Grass
100' max. for flat areas of 1% to 2% BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. U _ W 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF July 15 -August 15 Tall Fescue and 300 Ibs./ac. or 7 Ibs./1000 S.F. Z
EMP i Y11WG iW 0 A i'X'STL1R1>E'D AREA. Browntop Millet 35 Ibs./ac. or 7/8 Ib./1000 SF
COARSE AGGREGATE 4, THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE r hum Sudan 30 Ibs, ac. or 3 4 Ib. 1000 SF Z W U HALL BE HAND TAMPED IN 4 LIFTS TO THE TOP OF or So g / / / J sECnoN s Hybrids ~ J J
2-3° A B THE EARTH DIKE, O
L=100 5. FOLLOW-UP INSPECTION ANO ANY NEEDED MAINTENANCE SHALL ~ o o s.F. J " ~ Z BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY 4, Mulch with straw applied at the rate of 1.5 bales/ 0 C~ _
RESPONSIBLE PARTY OR HIS AGENT. W m Z
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT ~ ~ O TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE Heavily mulched during January-March period. O Z ~ FENCE,
TEMPORARY CONSTRUCTION ENTRANCE EXIT SILT FENCE. W W ~
.NOTES: N.T.S. F SLOPES GREATER THAN 3.1 TO 2;1 SLOPES ~ ~ z O d. I
Space check dam in a channel so that the crest FLEXIBLE PIPE SLOPE DRAIN eat the rate of 90 Ibs. looo s.F. J ~ 1. Apply agriculturol Ilm / W
N of downstream dam is at elevation of the toe of 2. Apply 10-10-10 commercial fertilizer at the rate of 20 Ibs./1000 S.F. > W Z N.T.S.
upstream dam 3. Seed in accordance with he following schedule and application rates: L~ > Q ~/~~W]
0% SLOPE V J ~ .J DATE TYPE PLANTING RATE - Z 1 W
MIN. ~ Y
Q i-I e'-1 NOTES; March 1 -June 1 Sericea Lespedezo 50 Ibs./ac. or 1.5 Ibs./1000 SF ~ Z w
x x 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
1.5' MIN. ~ TO BE DESIGNED BY THE ENGINEER, March -April Add Tall Fescue 50 lbs./ac, or 3.5 lbs./1000 SF 5
9" MIN. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR or O RIPRAP APRON DESIGN STANDARDS,
March - June Add Weeping 5 lbs./ac. or 1/8 lbs./1000 SF
r- 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 Lovegross
WIRE BACKING(MAX. OPENING SIZE 4"X4') METAL POST 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR W
FILTER FABRIC BACKFILL MIN 8" 3 CULVERT HEIGHT. June - September 1 Tail Fescue and 60 lbs./ac. or 1.5 lbs./1000 SF 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE Browntop Millet 35 lbs./ac. or 7/8 lbs./1000 SF
THICK LAYER OF GRAVEL - - SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED or Sorghum Sudan 30 lbs./ac. or 3/4 lbs./1000 SF SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE Hybrids
FILTER FABRIC WIRE BACKING(MAX. OPENING SIZE 4"X4") SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE Hyb
METAL POST APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
14" 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 September - March 1 Sericeo Lespedezo 70 lbs./ac. or 3/4 lbs./1000 SF
PL-AN OR GREATER. (unhulled - 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95X unscarifled)
-III= TIT fabric B 7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING Tall Fescue or 150 lbs./ac. or 3.5 lbs. 1000 S.F.
1 I I T~ III IJ. III-III III _ I I _ -I l i L CHANNEL SHALL NOT BE ALLOWED. Millet or Sudan 20 lbs./ac. or 1/2 lb. /1000 S.F. w
=1 I=-III-III=I I I=1 11=1 11=1 I I- " I' I I Ili- I I=1 11=1 I I=1~ - =11 (10 MIN.) 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL F
=1 I I=1 I I-ITI=_1 I I-1 11=1 11=1 I I~ I I-1 I I-1 I I I I-1 I I-1 I I_ _ - III-1 I i-1 A I=1 I ~ ~=I 1 I=I ? I=i I I=III=I 11=1 11=III=III a 1=1 11=1 _l 11 III - =1 I BE PERMITTED. ***Temporary - Reseed September 1 at recommended rates. w
Class 1 or B Erosion Control V-TRENCH - 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC WILL BE „ O W W ATURAL GRADE NECESSARY UNDER RIP RAP. 4. Mulch with 3" straw applied at the rate of 50-90 lbs./1000 S.F. and 0 N
Stone COMPACTED FILL - :_I1 - !ll anchor with asphalt emulsion tack coat applied at the rate of 14-28 0. 10. ANY DISTURBED AREA FROM END OF APRON TO RECEIVHG CHANNEL MUST BE
=111=III-ITI TTT 11 STABILIZED, gals./1000 S.F. or 800-1200 gals./acre. RIP RAP I e
JH H I
SEED BED PREPARATION NOTES: Pro'ect No.
1. Surface water control measures to be installed according to plan. 51665
24" MAX. 2. Areas to be seeded shall be ripped and spread with available topsoil #5 WASHED STONE 3„ deep. Total seedbed preparation depth shall be 4 to 6 deep. BSW
at center EXTENSION OF FABRIC AND WIRE WIRE BACKING(MAX. OPENING SIZE 4"X4") NOTE: MINK INTO THE TRENCH PIPE NOTE: MINIMUM H-2/3 LAYER OF FILTER FABRIC
Filter fabric PIPE DIAMETER 3. Loose rocks, roots and other obstructions shall be removed from the ChDrawnecked b by TAB SECTION B-B DATA surface so that they will not interfere with establishment and
FILTER FABRIC METAL POST maintenance of vegetation. Surface for final seedbed preparation, at Dote Drawn 8/6/02
3 =111=1 I I=i I I-~ . _ OUTLET C6o dMAx THK. L W M H
10 7„ 11 16 20 23.5 2 3 finish grades shown, shall be reasonably smooth and uniform. Revisions
II 11=1 1-- - - WIRE 10A 8.5" 13" 19" 19' 20.5' 2 1' 4. If no soil test is taken, fertilizer and lime to be according to
W SECTION A-A -II 1=1 I I_ -I I I _ -I II I-III- - I _ 60 3„ 5„ 7„ 10 6 2 1. 5 seea'm9 specifications above. In addition, provide 15 Ibs./1000 S.F. 1 Revised plan per county
i i l-III-I - 1=~-~ 1= III- 70 57 8 11 12 14 2 1. 5 of superphosphate. comments 10.07.02 0I „ 23 2 2 5. If soil test is taken, provide lime and fertilizer according to soil 2
80 4 6 Revised basin 4 for Ph 2 9
Stone should be placed over the channel banks to keep water 8" 1 " 104 4 6„ 999 11 12.5 2 test report. diversion -1.16.03 1 3
o 4 from cutting around the dam. i i 105 4" 6" 9" 10' 11.5' 2 6. Lime and fertilizer shall be applied uniformly and mixed with the soli 3
0 120 21 9* 32 47" 42.5 46 2 3 during seedbed preparation. 4 10.29.03 County comments
to LO 208 9" 14" 20" 20' 22.5' 2 2' Sheet
i
CHECK SILT FENCE DAM RIPRAP APRON AT PIPE OUTLETS
o &N. T. S. N.T.S. 0
Q N.T.S.
i i~
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„ \ \ V I / . \ \ ` / / / J a ~ 'C'4 ~-----784 78* I 13.6 i '807.5\ \ \ \ 1 i \ 1 ' 1 1 t ` \ \ \ \ \ \ \ / / Q --s 0
( \ 1 1 I I 1 \ \ \ /
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8 Ej~ B NT I PROP. 1( I 1 e \ \ t \ \ 78 SECTION NO. FLOOD ELE PROP. 100 YR. h FLOOD ELEVATION
0 728. W 805.7 \ \ \4 / 6'57141 x / 1 I 1 t \ \ ` \ 1 ? ,,--y 28.38 t SWIM STEAM ~ BUFFER NOTES
1 T' I 8 ~ 606.6 / - ' 0.5 729.; 729.50 1. THE STREAM SIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDIST
t I I o .2 8t l t V A\ r ~.78 _ 1 728.5 I 04.4 806.2 \ 1 1 t V I \ 2 728,93 THE MANAGED THAT ED USE ZONE, A LIMITED NUMBER OF TREES CAN BE REMOVED PROVIDED UNDISTURBED. PROP, 100 YR.
729.. 729 22 THE TREE DENSITY REMAINING IS A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM OF 6 SECTION NO. FLOOD ELEVATION INCH CALIPER PER 1000 SQUARE FEET. REMOVAL OF EXISTING VEGETATION MUST
x - V A i v\ 4 \ 3 729.E t! / 1 V \ V A t 4 730.E` 729.80 PERFORMED IN SUCH A MANNER AS TO BE PREVENT DAMAGE TO THE ROOTS OF REMAINING 730.24 36 736.44 TREES. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER
/ I I{ \ V A 1 1 \ V - 5 73 F 730.54 ZONES.
- ' 1 1 r ~ i \ \ \ t \ 790 06 6 c 730, 37 736.90 i 2. GRADING AND OTHER 730.55 LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND w 38 737.93 ZONE; HOWEVER, THESE ACTIVITIES MUST BE PERFORM F'
/ \ \ 7 734.E' 734.65 PREVENT DAMAGE TO THE ROOTS OF REMAINING TREES. GRASS OR OTHER SUITABLE
15 1 \ 1 ! \ I \ \ , 1 l \ ~R \ 8 734.E \ 1 _ \ / l \ \ I \ \ \ 9 734. ~ 734.60 38.1 738.02 38.2 738.32 GROUND CAN BE APPLIED TO THE UPLAND ZONE. w
10 734.92 39 00 w 746.57 3. THE OUTSIDE BUFFER BOUNDARY MUST B _
734.G 606 I \ ~ 9 1 \ 1 \ 1 ~.sr \ \ / I \ \ \ 6 11 7 _ II C 1 1 t \ 35.( 734.96 E CLEARLY MARKED BY ORANGE FABRIC FENCING d N 40 747.04 PRIOR TO ANY LAND DISTURBING ACTIVITIES AT THE SITE. 735.01 41 748.02
12 735. C 735.08 42 748.37 4. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY
~o / \ \ ` \ I \ \ \ 13 735.1 MARKED WITH AN 735.16 43 749 08 IRON PIN OR OTHER ACCEPTABLE PROPERTY CORNER MARKER AT STREET CROSSINGS AND
4 - ) I l \ 14 THIS MARKER MUST BE CALLED OUT ON PLANS. Pro'ect No. 735.71 44 750.63
15 735. ~ 736.1 \ 1 \ / \ 16 736.16 45 752.13
736.1 17 736.1 736.13 GRAPHIC SCALE 51665
18 7 \ 37.9 736.18 737.97 100 o Bo 100 200 400
U') 19 738.9 W A \ v 20 738.95 Checked by BSW
739.4 739.47 Drawn b BSW
\ 21 \ I / r, \ \ \ - 1 \ 740.2 740.23
3 ! \ ~ aaa 22 741.5 741.51 ( IN FEET) Date Drawn 08.06.02 1 inch = 100 ft. 743.26 Revisions
23 743.2 t 24 744.E 744.31
U) 25 745.2 745.22 1 c°Mn~ PA ;IN,7 PER wN
26 o \ r 746.4 746.47
1 I / a 27 746.7 NOTES: 746.74
28 751.5 751.50
Q _ _ \ \ \ \ \ _ r 29 751.5 1 I r \ / 751.50 1. SEE SHEETS C3.1 C3.2 AND C3.3
V 30 751.5 31 751.5. FOR 7 ENLARGED 51.50 AREA GRA DI NG PLANS. 751.52
1 / Z-796 32 751.4 751.48
33 751.7 751.79 2. SEE SHEETS C3.
1 34 752.0 4 C 3.5 C3.6 AND C3.7 FOR WET LA ND POND 7 DETAILS 52 .oo .
l IC3 J 35 753.11 753.16 Sheet
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~ STRUCTURE ELEV. ELEV, LENGTH DIAMETER REFERENCE N0. INV. N0. M INV, (FT) (IN.) AMETER SLOPE MATERIAL NO TYPE OF OP (STRCT. INVERT DETAIL FROM TO
~ ~ 3 CB 806.29 802.75 1 C3.9 (IN.) % LENGTH DIAMETER SLOPE O STRUCTURE ELEV. ELEV. REFERENCE N0. INV, N MATERIAL ,
I I ~ 3 802.75 2 802.40 68.00 2 CB 806.00 802,1 15 15 RCp 0 INV. (FT) (IN.) q; 0.51 V 69 CB 769.62 765,96 1 C3.9
~ 5 2 802,15 1 ~ ~ ~ 1 CB 801.93 44.00 18 aQ, 805.15 801.93 18 RCP 0.50 66 766.70 67 766.50 21,00 15 RCP 0.95 C v' 68 CB 769.62 765.75 c
r ~ 67 766.40 68 765,85 38.00 15 RCP 1,45 ~ 67 CB 770,31 766,40 ~
57 800.20 56 800.05 23.00 15 ~ 57 CB 803.80 800.20 1 C3.9 15 RCP 0.65 69 765.96 68 765,85 21.00 15 ~
_ ~ 56 799.95 55 799,74 42.00 15 56 CB 803.75 799.95 66 CB 770.20 76 RCP 0.52 o v 15 6.70 68 765.75 62 762.50 W c RCP 0.50 181.50 15 RCP 1.79 ~
~ - 55 79 54 55 9.64 799.49 29.00 15 ~ ~ ~ _ _ CB 805.38 799.64 65 CB 766,30 762.80 H ~ ~ 15 RCP p,52 63 762,70 62 762.60 20,00 15 RCP 0.50 ~ I c
II - ~ - i~--_--- ~,Q 54 799.39 53 799.19 39.00 15 _ .~---~"c~ _ ~ 54 CB 804.85 799.39 64 CB 766.30 762.55 Q ~ w 65 762,80 64 762.65 21,00 15 RCP 0.71 ` ~ N 15 RCP 0,51 63
- P? 53 799. 52 09 798. ~P 53 95 23.00 15 ~ . 52 GA CB 803.47 799.09 CB 766.00 762,70 64 V ~ o 15 RCP 0.61 762.55 62 762.25 35.00 15 RCP 0.86 ~ ~ cv >
798.85 51 k ~ 798.36 49.00 _ _ ..w ~ ~ 52 CB 15 62 CB 766.00 762.00 ~ - 15 RCP 1.00 62 762.00 61 758.10 163.00 18 RCP r ^00 v
_..o~ r w 803.38 798.85 51 49 798.26 790.25 175.00 15 61 CB 762,04 757,60 2'39 (n N 15 RCP 4,58 61 757,60 60 757.30 51.00 24 RCP 0. ` o ~
~ - , ~ ' ~ -r~.~~» 51 MH 801.64 798.26 ~ ~ 1 C3.10 1 , 0~~0 ,.r~ . 50 790.15 49 _ 93.7 50 CB 7 789.94 41.00 15 ~ . _ 49 789.84 48 60 FES 760.00 757,3 59 ~ v U 15 0 9/C5.4 0 ~ ~ RCP 0.51 4 w ~z
2 790.15 1 C3.9 . ~ r. x ' / 783.22 169.00 49 CB 793.76 789.84 15 NOTE: PIPE SECTIONS 60 THUR 61 ARE TO BE GASKETED C = 15 RCP 3,92 B CATCH BASIN DRAIN BASINS SHALL BE BY ADVANCED ~
_ Sae- ~ ~ 45 782.80 46 782.72 15.50 15 _ _ ~ x x ~ 48 CB 786.77 781.84 0-RING JOINT PIPE. DI = DR Z u, o OP INLET DRAINAGE SYSTEMS, INC. WITH 12 SQUARE CAST v 15 RCP 0.52 _ v d- a~
- - ~ 46 782.62 47 782.40 41.00 15 MH - MANHOLE IRON ~ 15 RCP 0,54 LOCKABLE GRATES OR EQUAL UNLESS w o _
47 CB 786,77 782.30 47 782.30 48 782.09 42.00 15 ~p~.- x 46 CB DB = DRAIN BASIN NOTED OTHERWISE, ` ~ 15 RCP 0.50 ~ v v
- _ 786.35 782.62 r r~ 48 781.84 44 774,13 227, 00 18 45 CB 786.34 782,80 GRADING NOTES: YI = YARD INLET (j~ N ~ ~ L 18 RCP 3,40 ~ to U Q
` 44 773.88 43 - " 44 CB 7 772,95 49.00 24 I. REFER TO THE SITE PLAN FOR RELATED NO 24 RCP 1,g0 ~S• 15. STABILIZATION IS THE BEST FORM Of ~
- _.w 78.36 773.88 43 77 42 EROSION CONTROL. TEMPORARY SEEDING IS p_ 24 RCp 4.47 2. ALL CONTOURS AND SPOT ELEV NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREA5 AN
x 43 2.85 771.15 38.00 24 tag CB 777.44 772.85 ` . - ~ ~ 42 771, 05 41 770.85 ATIONS REFLECT FINISHED GRADES. D ESPECIALLY WHEN THE Q 0 CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR ~ 24 RCP
42 CB 775, 65 21.00 24 , ~ 771.05 - s. 770.00 41 770, 75 40 - _ I 50.00 24 ' 40 769.90 26 766.25 0,95 LANDSCAPED WITHIN 30 DAYS OF COMPLETION OF GRADING. Z ~ ~ 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, ANO THIS MUST BE VERIFIED BY ALL REMAINING AREAS ARE TO -c 24 RCP 1.50 THE CONTRACTOR PRIOR TO GROUND BREAKING. BE SEEDED WITHIN 45 DAYS. c
41 CB 775.89 770.75 r ~ ~ ~ v
40 CB 774.45 7 106.00 24 69.90 ~ . ~ 32 784.25 24 RCP 3.4 4 4, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO 0 18. PERMANENT STORM DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE CITY WNER ANY DISCREPANCIES FOUND RE VEST. /COUNTY UPON
32 CB 31 779.45 123.00 15 ~ ~ ~ 787.83 784.25 31 77 a ~ gQg 9.35 30 775.90 88.00 15 RCP 3,90 BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION Q THE CITY/COUNTY WILL ACCEPT RCP SYSTEMS ON DOCUMENTS AND SHALL WAIT FOR LY. THE EASEMENT MUST ~i
31 CB 783.00 779.35 15 30 77 rn x ~ ; 5.80 29 772.58 84.00 15 INSTRUCTION PRIOR TO PROCEEDING, ADJOIN THE RIGHT-OF-WAY AND HAVE A RECORDED METES AND BOUNDS DESCRIPTIO • RCP 3,g2 N ~
r~ 30 CB 779.45 775.80 15 ~ - ~ ° . 29 772.48 28 768.55 97.00 15 RCP 3.83 5. CONTRACTOR SHALL VERIFY LOC 17, PUBLIC STORM DRAINAGE EASE ATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO MENTS ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY BEGINNING CONSTRUCTION, OWNER,
a 15 29 MH 776.13 772.48 1 C3.10 28 76 15 RCP 4.05 ;:.a~,~„~;
` 28 8.45 26 767,19 42.00 15 CB 772.10 768,45 .9 27 766,15 15 764.00 84.00 15 RCP 3.00 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK T 18. PRIOR TO GRADING, THE CONTRACTOR SHALL CONTACT THE ZONING ENFORCEMENT OfFIC ~ 0 EXISTING ER
0~ 27 CB 770.75 766.15 24 ` ~ ~ r - - z 26 767.09 25 765.59 39.00 24 GRADE. TO ENSURE THAT ALL TREES MARKED TO REMAIN WILL BE PROPERLY FENCE RCP 2,56 PROTECTION. D OfF FOR •r:~~,~r;
26 CB 770.54 767.09 15 ~ o ~ ~ 25 765,49 18 764.10 40.00 15 15 RCP 7. All FlLL WITHIN LI 3.85 MITS OF BUILDING AND PAVEMENT SHALL BE COMPACTED TO MIN. 98~ STD. PROCTOR. FILL IN LAWN AREAS SHALL BE COMPACTED TO MIN. 90~ STD. PROCTOR, 19• APPROVA_ OF THIS PLAN IS NOT AN AUTHORIZATION T4 GRADE ADJACENT PROPERTIES.
25 CB 769.16 765.49 ~p = ; 18 763.85 17 763.55 23,00 1 15 RCP 3,47 - REFER TO STRUCTURAL PLANS AND SPECIFICATIONS FOR MORE INFORMATION. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
x -p x ~ % 24 CB 794. 8 25 790.85 24 790. r~', ~ . , W 85 23 790.73 18 RCP 1.30 THE AFFECTED PROPERTY OWNERS. 8, LIMITS OF CLEARING SHOWN ON GRADING P
' 23,00 15 o~ ~ - ~ ~ 23 CB 794.25 790.63 O a~ N , 23 790.63 22 786.00 119.00 15 15 RCP Q,52 LAN ARE BASED UPON THE APPROXIMATE CUT 20. PIPE SYS AND FILL SLOPE LIMITS, OR OTHER GRADING RE UIREM N TEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EA
22 CB 789.56 785.90 ~ 'rZ 21 CB I 15 RCP Q E TS, TO BE MA SEMENTS IN CORNELIUS ARE 3.89 INTAINED BY THE CITY IN AN ON-CALL MANNER. THE CITY WILL NEITHER BE
~ 22 7 5 ~ 8 .90 20 779.39 170.00 ~ 15 -4'~ 782.96 779.50 21 15 RCP 3,83 9• THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM DRAINAGE EASEMENT NOR FINISHED ELEVATIONS INCLUDING PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA.
779.50 20 779.39 22.00 15 I i I ~ ` ~~r ~ 20 CB 782.96 779.29 -P,` ~ 20 779.29 19 772.90 167,00 15 RCP 0.50 ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVAl10NS TO B
~ - 19 CB 776,45 772.80 15 I Oa . UNDER THIS CONTRACT. E COMPLETED 21, THE DEVELOPER SHALL MAINTAIN EACH S 15 RCP 3.83 TREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
x ~r , ~ 19 21.0 772.80 17 763.80 2 0 15 I W ~ ~ CB 18 767.95 763.85 15 RCP 4,07 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS,
~ ~ ~ ~ ~ 17 76 ~ " ~ 17 3.45 16 762.00 44.00 18 I r J w ~ ~ x CB 767.80 763.45 FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR BY GRAVITY 18 RCP 3,30 OVERLAND. EXISTING DRAINAGE INLETS OR SHEET 22. MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL
~ ~ 16 761.90 16A 759.40 88.00 18 x o0 16 CB 766.09 761.90 F 18 RCP 2,84 STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUM
0 c~ ~ V ' ~ ' ~ 16A 16A 756.40 10A 755.00 51.00 18 ~ "r ~ , ~ , CB 763.27 756.40 E FOR THEM. E RESPONSIBILITY ~~?runrrrr 18 RCP 2,75 11. ON-SITE BURIAL PITS RE4UIRE AN "ON-SITE DEMOLITION LANDFILL PERMIT" FROM THE ZONING ADMINISTRATOR. ASSQC
~ ; ' ~ 1 15 763, 50 14 762, 30 36.00 ~ ~ ~ w 15 30 f ~ ~ ; CB 768.80 763.50 30 RCP 3.33 23. "AS-BUILT„ DRA G~.••'"'•••. ~ WINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED ~ ; • suevfy •;9 ;
w rn ' 4 14 762.20 13 ~ 754.79 86.00 30 f , ~ , ~ C~' 1 ~ 14 CB 766.35 ~ ~ , ~ , x ~ 762.20 13 7 30 RCP 8,62 12• ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY ENGINEERING DEPARTMENT IN ` ~ ~ ~ ; g ~ m,
54.29 12 753.73 111.00 36 ~ CB 13 f 763,15 UBJECT TO A FINE. ACCORDANCE WITH CORNELIUS SUBDIVISION ORDINANCE, ; ~ ; 36 RCP 0,50 . o ; _ ; .
t ~ ~ ~ ~ 12 753.23 11 753.03 41,00 42 ~ ~ 12 CB F 759.29 753.23 11 C 608 42 RCP 0.50 13• ALL "CMLDS STD." NUMBERS REFER TO THE LATEST EDITION OF THE 24, RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E„ ON PROPERTY LINES AND R W MAY ' • • '
h , ~,x~_ to 7 11 52.93 10 752.75 35.00 42 F ' ~ ~ ' CB 759.40 752.93 CHARLOTTE-MECKLENBURG LAND DEVELOPMEN REQUIRE PE SEAL. : Z T STANDARDS MANUAL. . 2 42 RCP 0.50 ; ~ a°•; ,7 ;
'~o ~ "®D' 1 ~ ' ~ ~ ! ~ t. r~~ ~ , , ~ x 10 FES 759.00 753.90 NOTE; PIPE SECTIONS 14 THUR 10 ARE TO BE GASKETED 0- 14. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
1 ~ ~ ~r~ ~ , . ~ 9 C5.4 RING J( ~ ~ , " , x ~ ~ N x ~ ~ LJ D 0-RING JOINT PIPE. SUBJECT TO A FlNE.
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C3.4 PROPOSED CATCH BASIN
• ~CA r > ~ y ti
3/C3.4 PROPOSED DROP INLET OR 6/C3.5 Pro'ect No.
PROPOSED YARD INLET/AREA t Ln rn ~
DRAIN 51665
1/C3.5 PROPOSED MANHOLE , t t 1 I - 1` +
° co A 5/C3.4 I YAONITIC Checked by BSW
PROPOSED HEADWALL 14,
CO PROPOSED CLEANOUT k Drawn N ~ b 8SW
00 / Date Drawn 08. 06.02
kn 1 STRUCTUPF ^ Tpr Revisions
F r ~ 1 CURB 3 DE1EN110N CHANGES PER
~EXISTING STORM DRAINAGE LINE `
PROPOSED S TORM DRAINAGE LINE GRAPHIC SCALE
r EXISTING CONTOUR LINE r r' ~ 60 0 30 so Isa
a 600 f ~ PROPOSED CONTOUR LINE. 210
( IN FEET
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J/ V _ ~ ~ ~i X y , p - ~ _ - ~ ~ w . L w _U . , w y °~,t STORM PIPE S~~iEDULE , ~ '
. - . ,y . _ ~ y W W ,r y 733. ~ ' ~Q TYPE OF TOP(STRUCT) INVERT DETAIL FROM TO x l N0. LENGTH DIAMETER SLOPE C v~
l _ 1 STRUCTURE ELEV. ELEV. REFERENCE MATERIAL c ,yti. IN. - ' S N0. INV, NO. INV. FT
~i ~.1 2 . ~ ~ Y _ fi'~. 70 FES 747.00 744.40 9 C5.4 t` o
. j ~ ~ - ~ z , A~ ~ 798 748.73 79A 748.60 • 20.50 15 RCP 0.63 0 0 ' x 731.6 72 CB 752.85 744.55 1 C3.9 W ~
p _ - _ ~ m_ U.~•, _ ~ = - :25. ~~~4 ~ - _ , u » 732,6 79A 748.70 79 748.10 75.00 15 RCP 0.80 ~ - 73 CB 752.85 744.75 ~ v'
_ , w w ~ M ~ , F ~ ~ ~ _ ~ w _ . r . Y ~ ~ / J ~ W +ir w , ~ ~ 78 749.40 79 749.10 20.00 15 RCP 1.50 ~j ~ I ~ \ 74 CB 756.95 7 w 46.20 79 747.85 77 - ~ ~ N
y _ _ w. ~ Q 7 ~ , _ ,1 75 747.30 100.00 18 RCP 0.55 i. _ CB 757.00 753.50 V o
,1 ~ , s , ~ . ~ - l~ ~ ~ ~ 90~ v ; t w ,ti °-:WE11~11~D PON ~~i ~ . a - - ~ r ~7s5. ~ 1.__ 1 4, - 77 747.20 76 746.95 46.00 18 RCP 0.54 ~ N ' 76 CB 756.85 746.8
t t r "1 Z r, ~ ~ : f W . Q I *ye ,y , X - ~ ~ , . ,y ~ y ~ ~ i~ ,y, w w y W ~ w~ i ~ _ \ 5 76 746.85 74 746.70 ~ ^ 00 U 29.00 18 RCP 0.52 y X32,2 7 77 CB 754,90 74 ~ ~ N x ~ 7.20 75 753.50 7 0
i r i - - - r r ~ w ~ w w~., ~°~~w . , - ~ ~ r - " ~ y . 78 4 752.50 51.00 15 RCP 1.96 ~ ~ U CB 752.90 749.40 0l`
~ ~ . - ; w y r y - ~ cS - , ~ / . - 74 746.20 73 744.85 223.50 24 RCP 0.60 Q w z ~
° ~ ' - i I 7 . . ~ i . e fi ;J ~ ~'Y 4 ~ . ~ \ W ` 7 3 79 CB 753.00 747, 85 • o 73 744.75 72 744.65 20.00 24 RCP 0.50 ~ 00 0 79A CB 752.33 748.70 Z v, o v
F I i t ;r" 99 ~ 7 ~ v +L Y r ..r' ~ ~ Y - Y - ~ - ~ f. r• ~ w Y ~ ~ Y ~ y ~ 72 744.55 70 744.40 3. ~ 4,6 79B CB 7 0 00 24 RCP 0.50 v d- a~
i . , ~ ~ 1 w w W y . 7 Y . , ~a ~ ~ r, i _ ~ ~ ~ . ~ ~ ~ ~ r x ~ A : - y ~ W , g 52.23 748.73 ~ w o Z 733 x ~ x ~ o~ y Ur ~ yr. '~i•
~ y e y . i ~ . u., \ t . _ i ; - ~ ` ~ ~ ~ Y ~ r~ , 7 t 0 ~ ~ 89 753.50 88 00 v v ~ ~ ~ u 80 F 753,39 21.50 15 RCP 0.51 W N ~
1 ~ , , y . - ~ ~ _..r ES 740,00 734.95 9 C5.4 \ ' w ~ - w - " y ~ 88 753.29 87 750.95 125.00 15 RCP 1.87 ~ U Q ~ 80A JB 752.50 735.34 ~
Y , - \ N..e . V ~ . ~ , 0 F ~ ~ r , ~ 72 CMP ~ ~ ,'TYP ~ ~ _ ~ ,w ~ r , J: i 731.9 ~ 2 C3.9 87 750.85 86 748.60 1 v 81 JB 24.00 15 RCP 1,81 a
j,' ` ~ , ~ T „y 05 B2 ~~~o. r - ~ ~ ~ e ~ 101 ,a r ~ ; , ~ Y _ ; . ~ 65. _ 1 6 y a ~ x 755.78 73 y y ~ 5.90 85 748,35 v y ~ 73'x. - 86 748.20 29.50 15 RCP Q 0.51 ~
. Y. r - s - ~ ' ~ ~ ~ Y w._ ~ ~ , ~ 82 JB 759.33 744.30 y y ~ ~ 86 747,95 83 747,55 79.00 18 RCP 0.51 ~ ~ 733.3 ~ , Z ,
F. - ` , F, r ~ : $.Zr ~ . , ~ ~ Y r , , P ~ _r , a _ ~ ~l` / ~ . d y ~ y " w ~ ~ 83 JB 753.28 746, 05 ~ 84 750.00 83 748.00 32.00 24 RCP 6,25 ~
~ - ~ ~ , \ ~ ~ , . Y ~ . ' ' Ill~l~ ~ ~ ~ s.. , / ' 84 HDW 754.00 750.00 83 746.05 ~ f 82 744.40 325.50 36 RCP 0.51 J
, - ,r j ~ r , ` v y ~ 85 CB 751.89 748,35 1 C3.9 l ` y ~ 82 744.30 81 743,70 121.00 36 RCP 0.50 ~
fj._~ ~ ` _ . ~ 1~~s J ~ ~ , } 9 » . 97 ~ , ~ , , 1 ~ ` ~ ~ 86 CB 752,14 747.95 ` _ 731.4 92 747.10 92A 744.95 73.00 15 RCP 2.95
Y ; , r ~..r r , ~ ' , ~ r. ~ t ~~,i~~ . 70 x _ - _ _ ~ i , 1 { ~ ~ 1~\~';°, _ y x 11 ~ ~ 87 CB 754.50 750.5 8 92A 744.85 94 744.10 57.50 15 RCP 1.30 " ' ~ w
'l ~ ~ ~ ~ ' f , , ~ ` ~ _ ~ CB 757.00 753.29 y, „ 93 747.65 94 744.10 1 . 30,`1,;, y 03.00 15 RCP 3.45 " '
INV I . ~ Y ti , - ~ ~ . ~ 1 , J j ~ 743.00 ~ • . - 'r ~ , 89 CB 757.00 753.50 • ~ • 90 741.75 91 741.65 19,00 15 RCP 0.53
0 ` r ~ , _ ~ ~ o x ~ _ Y ~ . , _ , i , ~ , ' 1 . ~ ~ ~ ` 90 OI 745.00 741.75 _ . ~ 3 C3.9 91 741.55 94 741.45 20.00 15 RCP 0.50 ~
1/ -~1 98 A - S u56.9. 7 5 ~ ~ J J s- - - ~ ~ - 747.41 741.55 1(VETt.A~? PQI~ ~ 1 C3.9 94 741.20 ' " ` 95 740.70 91.00 18 RCP 0.55 "
i - i ~ ~ ~ l 1 1~~~ , , ~ , l~ Y , -d r- i ~ , ~ ~ ~ ~ ~r r ! ' :,-r _ t ~ ~ 1 ~ 8 ~ ~ , 92 CB 750.79 _ E SHAT C3.6 747.10 \ 95 740.70 96 740,20 100.00 18 RCP 0.50
~ _ ~ _ t , , r. , . , x ? 92A CB 748.43 744,85 9 ~ ~ 98 747, 75 97 747.05 96.00 15 RCP 0.73
- r , . ~ . 1 .w ~ ~ l ~ s~ 1 , ~ ~ : ~ 3 ~ f ~ t T ~ 1 ' ' t • 93 CB 751,20 747.65 k i i 97 741,75 96 740.85 82.0
ti X . . ~ ~ ~ . r F c _ f , 0 18 94 CB 748,43 741 RCP 1.10 ~ ~ ~ ~ ~ ,20 r ; 96 739.70 99 739.10 1
117 ~ ~ ~ . ti s f ~ rj gg - - , ' 08.00 24 RCP 0.56 ' ~ ' f, 95 MH 74 9.00 740.70 1 C3,10 99 739 - i ` ` ' ~ ~ r ~ ~ ~ 10 100 738.35 146.00 24 RCP
w F ' ~ S X , ~ 78 ~ Y ~ . , 0.51 ~ ? ~ , " ~ ; / ' ~ 96 DI 751.53 740.85 ; , ; ; , 3 C3.9 100 7 38.25 102 737,74 103.00 24 RCP 0.50
r ~ ~ ~ ~ ~ 113 F Y~ / ti - . , 93 F 77 ~ ~ ~ ~ - r . ~ r r' ~-7~5 ~ t , , ~ 97 ~ ~ ; ,~~.r z , DI 750.47 741.75 ~ , ~ ; , , .r : ~ , ; ~ 101 745.00 102 744.75 23.00 15 RCP 1.09
r .a > ~ , : , r / r 4. _ - ~ 9$ CB 751.34 747.75 1 C3.9 ` ' 102 737.74 103
~ ~ ~ ~ 1 ~ ~ 92 ` l ~ ~ , ti 7 11.5 ~,_.1~. ~ s1 737, 05 ° ' ' - ~ / ~ { 131.00 30 RCP 0.53 ' 99 MH 755.90 739.10 1 C3.10 103 736.55 81 735.90
. 747, ~ ~ f ~ 55 ~ , _ r ~ _ ~ w _ 7 L~ k 7 ~ . ~ r ~ , r ` 130,00 36 RCP 0.50 ~ - ~ r - _ " ~ 100 CB 751.00 738.25 1 C3.9
U ~ ~ ~ r , I ~ x~ ~ I Y 75 ~ 754 x _ , ~ i - ~ ~ , v r ~ 81 735.90 80A 735.34 112.00 36 RCP 0,50 _ 101 CB 749.34 745.00 ~ ASS ' f 0
~ ~ Y ~ _ ~ - i e~ 1 - m, ~ 80A 735.34 80 734.95 76.00 36 ~ ~ ~ ~ ~ ~ , ~ , - RCP 0.51 ~,t~•,...•... ,~i 102 CB 749.34 737.85 ~ ,r wnvFy •.,9,, ;
, -k. ~ - , ' r i ~ c ~ , ~f 4 `.r _ , 03 CB 751.61 736.55 , o • r ; N ,
~ , 85 > - , F, ~ .r ~ J ;''r ` 1,~ - ~ ~ 104A 746.00 104 743.5 119. ~'f 00 18 RCP - 80 ~ 2.10 ~ C 608 •
, ~ . r - , , / ,r a F F ; F t' f ~ F ~ f t 1. ~ ~ r' 1~, ~ ~ i ~ ti 104 FES 752.20 743.50 9 % ~ _ C5. ~ t% ~ ~ ~ 4 197 748.90 1 : ~ • •o
t ' e ~ ti ~ , ~ _ a ~ ~ ~ 7 ' / j „ ~ ~ ~ . ~ . ~ f o ~ -1.28 4. ~ l F 96 748.78 22.50 15 RCP 0.53 ~ ~ ~ ~ ` r 104A FES 752.50 746.00
74~ 4 _ ~ . ~I ~ vim, ~ ,r , f l ~ ~ 89 ~ A ~ ar ~ ~ ~ l i , : f ~ 196 748.68 195 741,25 130.00 15 RCP 7 _
`1 Y ) i V ~ ~ i ' t s, a 78a 4 88 ~ G r t ~ r r~ . . . w ~ 8 ' ~ ~ ~ ~ " < , I 195 741.15 193 7 , ; , , ~ , , ~ " , , , , ~ 34.80 132.50 15 RCP 4.79 ~ : ~ r, , ~ 190 MH 737.38 727.63 1 C3.10
. - 1i l ~ " , ~ 6 ~ F ~~~9 ~ . . 194 734.80 193 734.68 22.50 15 RCP 0.53 191 CB 735, 03 731.19 1 ~ C3.9 193 7
- - ' , _ ~ ~ ~ 1 / ~ ~F ~ r . t ~ ' . 6p, ~ ~ ~ ~ , . 34,58 190 733.85 41.00 15 RCP 1.78 04 191A CB 735.10 731.19
~ Y _ ~ L,, 4 ` ~ ~ 4 8 { ~ t , ; " 191 731,50 191A 731. ~ 29 16.00 15 RCP 1.31 191 B CB 735.50 730.90
_ . 30 ~ ~ f r 192 731.50 191 731.29 22.50 15 RCP J!'''a 0.93 $ , , v ~ ~ 192 CB 735.03 731,50 4
_ w _ , - r ~ ~ ~ ~ ~ , 13~~ i ~ ~ ~ ~ ~ - ~ 6713 X'` ~ _ _ ~ ~ , ,7 ~r r _-_.X, . 191A 731.19 1918 731.00 35,00 15 R ~ ..•FESS~o••.lr'% _ 193 CB 738.32 734 7 CP 0.54 ,.po Nq
1 , 1~ l , ~ ~ ~ + s 7, n s ~ X `"o ~ ~ `t I ~ f ~ r 0 p 191 B 730.90 190 730.25 97.50 15 RCP 0.67 194 CB 738,35 735.00
_m_ , ~ iq ~ ~ 4 ~'t J ~ ~ ~ ~ Y ~ - _ ~ i _w~. " ~ 202 733.00 200 731.70 20.00 15 RCP 6.50 sEAL 195 MH 744.80 740.90 1 C3.10 22937 ,
~ l ~ 7A~ ~ ~ k . ,r- 1 ~ I t ~ I ; ~ , ~ ~ ~ r ' r 204A 734.22 204 733.05 63.00 15 RCP 1.86 ; ' ~ 196 CB 752.40 748.80 ,
SINE ~ ` 1 C3.9 205 733.25 204 733,05 21.00 = 15 RCP 0.95 •,F ~ 197 CB 752.40 749.00 N,GINE~.
F ~t x i Y , . _ ~ ~ 1 { ~ % F~ \ . ~ r , ~ , F,,,,, ~ , V ~Y U? p 204 732.80 203 732.08 144.00 18 ~ 198 CB 734.22 RCP 0.50 N S.
~ r, , i r` F ` , ~ ~ ` ~ < ~ , r ' 730, 70 ~ 203 731.98 201 730.05 323,00 18 r~Z RCP 0.60 " 199 CB 734.22 72 ~
_ - ~.wti _ ~ ~ ~ ~ ,9 ~ r~-=-~- %~Y ass 1 ~x 4 u I 8.84 ~ l ~ 201 729.95 200 729.83 22.50 18 RCP 0.
~ ; ~ 't ~ ~ ; E _ ~ , - ~ ; , ~ i ~ 1 D ~ < : \ ~ . _ ~ ; l , ~ i ~ 1 i 1 ~ , ~ 199A CB 53 l i ~ 734,85 728.45 200 7 ~ p ; 29.73 199 729.34 76.00 18 RCP 0.51
' ~ ~ , , 200 CB 735.35 729, 73 198 730.70 199 730.58 22.50 15 RCP 0.53 ,1 ~ ` r ; ~ " 201 CB 7
i F ~ ti i ~ 1 Y~ ~ i ~ ,i , ~ i 1 ~ 35.45 729,95 199 7 ; 28.84 199A 728.55 58.50 24 RCP 0,50
r 7 l ~ ~ ~ ~ t '747,14 ~j ~ ! 68.5 ~ ; 1` ~ 202 YI 736.50 733.00 11 6 C3.9 199A 728.45 _ N _ 190 728.03 84.00 24 RCP 0.50 ©Copyright
, r' ~f ~ ~ ~ ~ ~ I .x - i ~ r ~ f / / ~ Q` ~ r ` ~ , ~ , ~ i r Y ~ { 1 f / r~ t - . ~ 203 CB 738,97 731.98 1 C3.9 The use of these drawin 2 ~ ~ ~ ~ _ 0 - ~ ~ 1~ ~ 190 727.53 206 725.00 156.00 30 RCP ge
\ ~ ~ p ~ ~ ; _ 75 i, ~ r~, + I s 7 204 CB 736.59 732.80 1'62 without wri 7 tten permission 5~ ~ ~ - , _ - ' : ; 206 724.90 207 723.96 189.00 30 RCP 0.50
204A CB 737.77 734.22 from the architect/engin- ~ r ,y 207 723.86 208 723.25 110.00 30 RCP 0.55 eer is prohibited. Violators
205 CB 736.76 733.25 will be subject to le al 9
206 MH 735,65 724.90 1 C3.10 action, 210 729.00 211 728.75 91.50 18 RCP 0.27
207 CB 733,98 723.86 1 C3.9
~ ~ ~ , : o , ~ s ti ~ , . . 210 FES 733.00 729,00 9 C5.4
i r z ~ F ~ ~ ~ t! Y Y f F ~ ~ e ~ ~ _ ~ ~ i ~ ~ n a ~ i ! I I- i r ~ r i ~ ~ ; ~ Y Jig" ~ ~ Y' j r " 211 FES 733.00 72 . 875 9 C5.4
. ~ ~ ~ ~ ~ , t ' ~ ` i ~ i ~ 1, t ~ / ; ti a ~ Y %`752.8 , _ " ~ ~ X ~ ~ ` ; NOTE: THE FOLLOWING PIPE SECTIONS WILL BE 0-RING GASKETE
r - x xc. I ~ 1 ~ ti , ~ ,,..755.1 u~ ; t x D JOINTS .,,..755.1 CB 208 TO FES 190
F ~ ~ t r. ~ ~ 1 I t S , „ r i~ f ~ ~ t ~ CB 74 TO FES 70
~ ~ ~ ~ ~ ~ ~ r ~ t ~ - A ~ 1 Y 754.4 ~ , ~ ~ ~ ~ ~ ~ ' F 754,5 f . f, _ ! _ , ' 736 ~ ~ ~ ~ ~ :7 ~ 55,3'': 753.6 I ~ JB 81 TO FES 80
r ~4~ i 1 Y ~ ~ E ~ ~ ~ - ~ F ~ ~ 75.6 ~ _ ,v , ~ ~ I X s t ~ x r X E F {X . ~ ~ ~ ~ ~ ~ 81 ` ~ ~ _.W ~1 - a~ r. _ n_ u
~ ~ ~ . a ~ ~ ~ 4 X36,1 . ~ , ~ , t.. F ~ ~ 2. x f,~ - . l 7 S88 3~ 22 ~ ~ _ . - ; ter.., ~ ~ ~ _
_ _ ~ 735. F , ~ - ~ 0 _ 16, r / 5.2. p.
i ~ ...,,.4~. ~ l 1ti w.. / / ~ n FI• 7 r 1 ~ , 7 4. _ / ~ .mow ~ . _ `
` , X ~ 1 ._w .l~ ~ t ~ ~ ~ . ~ s ~ i ~ ire ~ 1 ~ ~ ~ , , ; ,r. i k 757.9 ~ - _ ~ - - ~r - . ` 75
r. 735>~` ~ i , , ~ _ - _ i . 4 - ~ X ~ CB = CATCH BASIN DRAIN BASINS SHALL BE BY ADVANCED ^ . _ . DI = DROP INLET y
,a ~ ~ - - w,w a ~ ~ ~ ~ y - { t ~ DRAINAGE SYSTEMS, INC, WITH 12 SQUARE CAST ~ MH = MAN
735.6 ; g g . g - F 4 ~ . w , HOLE IRON LOCKABLE GRATES OR EQUAL UNLESS
-r- . e _ _.r . ~ . .w ~ F s r ~ { 75 ~ a x ~ l a{ ~ g r ~ { < < ~ , ~ ~ - 1 " ~ DB = DRAIN BASIN NOTED OTHERWISE. ,.I 0
It' x732. { - v... { x I ~ ~ ~ ' _ ~ ~ , . , ' ~ ~ ~ YI = YARD INLET z ~ ;,r . Q ti
, ~ 734.3,' . ~ , ~ ~ ~ ; ~ ~ ~ _ - w - - - --t ~ , w _ w ( F { t . - ~ 5 ~ i .,a t - - rt-~--- ~ ~ ~ ; ~ i ~ GRADING NOTES:
~ , 04 - , , ~ ~ ti~ ~ ~ < , - ` - t , _ ~ ~ 9 4 ~ ~ 33.5 ~ ~ U1 U ~ t ~ ,
1 , l ~ ~ ~ . _ - . , ,r ~ _ . _ , x ~ ; ~ ~ ~ ~ ~ ; 1 ` 1. REFER TO THE Z ~ s ~ SITE PLAN FOR RELATED NOTES. ' - Z 1
PA } _ _ ' ~ U Z Z. ALL CONTOURS AND S?CT E'LEyATi01WS REFLECT FINISHED GRADES. n' J _ ~ J
O ` _ _ 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMAR
0 - 42.6 - ` K, AND THIS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO GROUND J , . ~ - BREAKING. Z ' ~
~ ~ . _ a ~ ` # ~ ~ - . , ~ X ~ _ - ' ` • , r w~ m ~ Z << _ ` 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND ~
i 733.3 p _ t 1 i ~ r (~5 r - ' ~ 1, , CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR IN ~ Z ~ 1, , STRUCTION PRIOR TO PROCEEDING. w ~
~ F _ ~ . 0 . ' w ~ ' S. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. rl ~
_ r ~ ~ w w, . , ~ o' - , ~ _ . , 0 _ ~ „ " J o I r ~ O~ _ / ~
. p , ` . _ s S ~ { r ~ 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTIN W G GRADE. L J Z
_ ~ ~ ~ 1 ti - 7. ALL FILL WITHIN LIMIT 1""~ S OF BUILDING AND PAVEMENT SHALL BE COMPACTED TO MIN. 98~ S w ~ Q W
4 ~ e ~ _ _ - .'rte: 1 Ff.: 733. T - ~4 X q,. . p ~ 9 = TO PROCTOR. FILL IN LAWN AREAS t . ~ ' ~ J SHALL BE COMPACTED TO MIN. 907 STD. PROCTOR. REFER TO STRUCTURAL PLANS AND SPECIFICATIONS FOR MORE INFORMATION. V,J ~ w
9 * ~ t' ..a.,. u.. ~ ` Y ~ ? 1 ~ .e....-. ~ l ` r"" 8. uMIT J S OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMA W Y
. ~ . , y.v _ 3 . _ ~ , .v - . . TE CUT AND FILL SLOPE LIMITS, OR OTHER H- W GRADING REQUIREMENTS. Z
~ - ,,f,~ _ ` . ~ _ . ,i';" W ~ 9, THE PROPOSED CONTOURS SHOWN IN DRIVE ~
A\ 731 fi t~~ ; SAND PARKING LOTS AND SIDEWALKS ARE PINISHE~ FI Fvar~nNS iNri unitir. _
732 .6 a' FAVLMENr. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE-000RSE
S ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. O of
, 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WI IL LL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS J
TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. J 11. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
w ~ W ^ s 73 .2
738.4 x v 9 , , 738.4 W x 12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS SUBJECT TO A FINE.
' r r ` w w °x. 730.2 7219
x xI 731.4 13. ALL "CMLDS " J~`737.6', _ STD, NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS
F , \ x MANUAL.
X44.6 W , W 733.9 x r 9 B is w W Xw w i x ~ . ' 730.2 W Y 1 ~ 14. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
91 ? 15. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON
w x.11 , 14, 4 DENUDED AREAS AND
, 1 ~ r, 731.9 w W W W W 8 ; ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED -7 N 4 OR LANDSCAPED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 45 DAYS. r,
r i ~ 729.x` ' X \ . "7 r w w 73- 'w \ w 16. PERMANENT STORM DRAINAGE EA w F SEMENTS WILL BE MAINTAINED BY THE CITY/COUNTY UPON REQUEST. THE CITY/COUNTY WILL v
728,9 w W~ r ~+c X28.5 I ACCEPT RCP SYSTEMS ONLY. THE EASEMENT MUST ADJOIN THE RIGHT w -OF-WAY w w AND HAVE A RECORDED METES AND DESCRIPTION. BOUNDS o w
73!5.3 ' i w W w d' W 0 ,M a x
7 'S' e. 17. PUBLIC STORM DRAINAGE EASEMENTS ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER.
1 ' w W ,1 W , w w , " - ,hf' 18. PRIOR TO GRADING, THE CONTRACTOR SHALL CONTACT THE ZONING ENFORCEMENT OFFICER TO ENSURE THAT
d W W w W f 738.3C 731. , 9 y1, .4 TO REMAIN WILL BE PROPERLY FENCED OFF FOR PROTECTION. ALL TREES MARKED 38.3 ' ' -
w x x 730.9 \ ' 0 Pro'ect No. 19. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
29,0 \ 9 728.1 OFF-SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 51665
30`11 " . d. v v 732.1 20. PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN CORNELIUS ARE TO BE MAINTAINED BY THE CITY IN
w , W w W /~?F f 4 V~ ! AN ON-CALL MANNER, THE CITY WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM
1-1 k W , j f1fEASEMENT N DRAINAGE Che OR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. cked by BSW 'r
7 3 , r Drawn by BSW 21, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL b BSW 1 J '~`~PJ1~
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS. Date Drawn 08.06.02
i w 1. w Wr C 727. rr ~i 22. MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON
: y wy 1 ~ {f C Revisions THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. ~
V r. , , -7 91-1, 7 35. 4- 23. "AS ENTS - -BUILT" DRAWINGS AND PLANS OF TH 1 COUNTY COMM 10.07,02 E STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL
INSPECTION TO MECKLENSUPS - :^J n;Tv :_kC1+NEERING DEPARTMENT IN ACCORDANCE WITH CORNELIUS SUBDIVISION ORDINANCE. 2 DISTANCE PER COM MENTS 11.11.02
, 24. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND R W MAY REQUIRE PE SEA
.ool w
, THE MAINTENANCE OF THE WETLAND PONDS AN 25. D THE OPEN SPACES WILL BE THE RESPONSIBILITY OF THE HOA OF WESTMORELAND SUBDIVISION.
r d
i GRAPHIC SCALE 't
, : r r , w 8o 0 30 80 ,20 240 Sheet i
U r x ( IN FEET )
1 inch = 60 ft.
J J

,a J / / o . ~ y.- a`~ \'~'J ~ 732.1 ~ / l x i
r 98 ~ O\ s ~ _ \ ~ ~ ~ k ~ 1 ! ~ K
1 r / v V i - 1 5 ~ ~ v qT / W ......r ~ V 1 ~ ~ 11 1~ ~i~I 7 .o EDIA..E
a ~ f 4 w ~ \ ~ ~ \ / / y I y ~ ~ ~ ~ TYPE OF TOP (HOOD INVERT DETAI FROM TO
J, ~ f ~ i 1 I v I~, . ~ ~ v v,~ I ~ s N0. ) L 't , ~ 1 STRUCTUR LENGTH DIAMETER SLOPE • E ELEV. ELEV. REFERENCE NO, MATERIAL V
727. } y INV. N0. INV, (FT) (IN.) C
189 CB 766.55 763.00 1 C3.9 189 - ~ I v I r 763.00 188 762.85 21.50 ° 15 RCP 0.70 ~ •L
/ ~ 188 CB 766.50 762.75 18 ~ r,;1, 1 8 762.75 186 758.95 217.00 15 RCP 1.75 ~ r o
..p / ~ 187 CB 762.50 759.00 v \ x ~ 187 759,00 186 758.85 23.00 1 W o c h ~ \ 1 186 CB 762 5 RCP 0.65 ~ _
~ M .50 758.75 186 758.75 F' ~ ~ \ 2 ~ ~ 1 ( 18 181 757.50 114, 00 15 RCP 1.10 m ~
\ 5 CB 763.14 759.70 185 Q v I \ ~ • y ~ ` 1 759.70 182 757.75 73.00 15 RCP 2.67 - ~ ~ W
l J ~ j l r/fr / . ~ \ \ 9 ~ 184 CB 763.43 760.00 18 ~ N ~ ` 4 760.00 183 759.83 22.50 15 V o
( w 183 CB RCP 0.76 cn ~ ~ 763.43 759.73 183 759.73 1 ~ N > ~ w ~ \ \ 82 757.75 67.00
l / l//l l Vii' ~ r ~l ~ \ I 182 CB 761. 15 RCP 2.96 t r. ~ U \ ~ 28 757.65 182 757.65 1 ~ ~ N \ 81 757.45 22.50 15 RCP 0.89 p ~
d } 181 CB 761.03 757.20 181 ~ v U ' 757.20 177 756.75 51.00 18 RCP 0,88 0 ~ a~
7 l ~ 180 YI 757.95 754.40 Q z 6 C3.9 180 754.40 179 753.55 15.50 1 \ ~ 5 RCP 5.48 °
/ \ 179 CB 756.95 753,30 1 C3.9 00 a~ \ 2 179 753.30 178 753.03 Z ~ o
I l 1 /l l / 11 , ~ / / \ \ \ ~ t 7 /t/l l 11 J .s ~ ~ \ ~ \ . \ \ 178 CB 33.50 24 RCP 0.81 ~ \ 6,4 756.95 752,93 178 752.93 ° ~ 177 752.36 114.00 24 ~ o
760 / ~ ! / I 1r / i ~ , \ ~ \ \ I I I/l~ l// 1 ~ 1l \ \ \v Av... 72 x \ 177 MH 761.17 7 RCP 0.50 - W _ _ ~ \ 51.86 1 C3.10 177 751.86 176 750.1 ~ s
x 8 210.00 30 RCP 0.50 ~ oo v ~ ~ \ y 176 CB 761.20 750.71 1 C3.9 17 r ~ 6 750.71 174 750.53 W N °
1 \ 175 CB 35.00 30 RCP 0.51 ~ ~ U Q 762,00 758.45 175 758.45 ~ \ 174 757.30 51.50 15 RCP 2.23 v
\1 174 CB 760.85 750.43 1 ~ 174 750.43 172 749.20 245.00 30 n.
It J / J r~ ~ ~-~.~~f ~ v^~l ~ cv ~ 173 CB 758.50 7 RCP 0.50 v 55.00 Q \ _ ~ r ~ 173 755.00 172 754.65 31.00 15 RCP 1.13 ~
I rl l ~ 1 / r 2~ ll ~ 72~, 8 I 172 CB 758.23 749.10 Z ~
r ( t I / / ~ A 1 \ \ \ i? I 172 749.10 166 748.29 162,00 3 ~ CB 760.7 0 RCP 0.50 ~ I 1 171 4 757.70 171 v
x ~ 186 / 2 25 11 S~ ~ \ 76713 J ~ 1 { I { .y r I 1 1 3~~ \ ~ 757.70 170 756.58 34.00 15 RCP 3.29 v 170 CB 760.13 756.48 17 -I
I I d 1 \ s r'°~-~ ~ ~ 1 I ~ 118 0:&4~ \ \ 6.48 168 753.00 \ a S' 88.00 15 RCP 3.95 ~ \ ~ ~ 169 CB 756.57 752,90 16 ~ \ \ \ , ~ti'~\~ \ 9 752.90 168 752.78 22.50 15 RCP 0.53
I 1 I 1 6 v ~ I / J 1\ 1 v vAvvv J , I v i I/ J , _ I g 1 \ v l i 1! ~ ~ ,r J \ / v v v ~ ~ ~ 168 CB 756.57 752.68 168 rn
i ~ 1 / v / I / , 1 l . ~ J ~ 2 e ~ y v / / ! / \ II ~ d r / 0 ! 2 / ~ ~ \ ~ ~ ~ 752,68 167 752.45 46.00 15 RCP 0.50 \ ~ 167 CB 756.45 „~r \ ~ ~ 0 752.20 167 752.20 166 752.04
\ \ q 166 C 32.00 18 RCP 0.50 ;,,v;; \ B 756.78 7 \ \ \ \ \ _ \ a 47, 79 166 747.79 164 746.36 2 ~
y r r rl i 1 j d 1 t 1 _ / ~ l e , / I ~ / / r~ ~ ~ v \ f I o 165 86.50 36 RCP 0.50
~P / / ~ o r 1 3~ a \ \ \ I ~ ~ CB 753.72 750.25 165 750.25 \ \ \ \ ~ e . ~ 1 4 50.00 30.00 15 RCP 0.83 \ \ \ \ 64 CB 753.95 746.26 164 746.
765 / 1 I ! f ~ / ~ ( / / ~ \ P ~ J r i 1 180 \ \ \ \ ~ \ \ ~ i 26 159 745.45 177.00 36 RCP 0.46 \ \ \ \ \ \ ~ \ f 163 CB 755.88 752.00
/ / ~ / / ~u / / ~ \ t / / / / - ~ / ~ r I \ ~ \ \ t\ I 163 752.00 161 750.50 98.00 15 \ ~ I RCP 1.53 \ , \ \ t \ \ \0 ti\ 162 CB 754,16 750.75
/ / 1 ~ / ~ ~ \V 1 1 / I 131 / / ~ v i~ / / i f 1 f f I / v i \ \ I 162 750.75 1 \ \ t \t \ ~ 61 750.50 37.00 15 RCP 0.68 \ \ \ \ ~ } ~ , 7 161 MH 754.34 750,40 1 C3.10 161 750.4
~ / ! l/ J 1 i(I( \ x1 { ~ \ v\\L ~ / ! I f ~v 1 1 Ill \ L \ \ \ Z 0 160 746.90 98.00 15 ~ \ ~ \ 160 CB RCP 3.57
\ \e\ \ \ ~ \ \ 750,46 746.80 1 C3.9 160 746.80 159 746.65 \ \ti... ~ \ 31.00 15 RCP 0.50 11 ~ ~ \ \ ~ \ ~ I 159 CB 750.70 744.25
\ \ ~ 159 744.25 157 739.50 148.00 36 ~ ~ \ v ~ I 158 RCP 3.21 \ ~ ` ~ ~~~\~e CB 744.50 741, 00 158 741.00
~ ~ \ \ \ \ ~ \ 157 740.80 31.00 15 RCP 0.65 ~ \ ~ \ ~ 157 CB 744.78 739.05
/ / 1 / I I I ~ 1 ~ ~ / f ~p,~ \ .v \ ~ ~ ~ \ ~ 157 739.05 134 736.50 / \ ` ~ ~ .,g \ \ 1 42.00 36 RCP 6.07 \ ~ ~ 56 CB 761.90 758.35 150 758
\ ~ - \ .65 148 756.20 42.00 V \ \ ~,~~~v ~ 1( I 15 15 RCP 5.83
~ / f _ I ~ 1 76, / / ~ ~ 1 \ \ 5 CB 762.08 758.14 149 756. ~ ~ ~ ~ \ \ \ \ \\ti~ ~ /If 20 148 756.05 22.50 15 RCP 0.67 ~ ~ \ ! \ \ (l 154 CB
~ / / / ~ v 0`_ / l , 3 ~ / • I J ~~1 1 2 v / / ! / ~ ! 1 I i I E ~s - J ~ / ~ \ \ ~ / 753.40 749.75 ~ \ \ ~ \ \ 148 755.95 147 749.50 146.00 15 RCP t ~ / 153 CB 4.42
\ \ ~ ~ ti ~ \ \ 753.20 749.55 156 758.35 l \ 155 758.24 20.50 15 RCP 0,54 ,o ASSp
/ \ ~ ~ < ~ ~ \ ~V 1 a~ ~ 1 ~ \ 152 CB 7 \ \ ,~0, ~ 52.60 749.15 155 758.14 154 749.85 Ga.•••"'••~~~ \ s ( I } L a 1 235.00 15 RCP 3.53 wRrf,~•.,9 ;
\ \ i ~ , 51 CB 752,10 748.30 1 ; ~ : : ~ ; ~ X11 ~ 54 749.75 7 \ ` i ~ \ 153 49.65 20.00 15 RCP 0.50 ; . ;
~ ~ ~ ~ \ \ 150 CB 762.20 758.65 - ~ • • \ t I \ \ A.,1 V*'~ \ _ 153 749.55 151 748.55 49.00 15 C-608 ;
s / ~ / ~ t ~ ~ ^ ~~1 \ \ 149 CB RCP 2.04 , a ; ; , , • \ \ \ ~ 11 ~ \ 759.75 756.20 152 749.15 151 748.5 : 2 ~ ' ~ ; \ 1.,r 1 ? Il\ 11 5 24.00 15 RCP 2.50 ,~;•,2;
/ l I ~ o o ~ . 4 1 ` , \ \ \ \ \ ~ \ 1 ~ \U I \ 148 CB 759.75 755.95 151 7 ~ ~t \ \ ~ ~ 48.30 147 747.80 100.00 18 RCP 0.50 o \ ~ \ \ ,,y ~1 \11\ \ 147 CB 753.05 747.70 'o
\ \ ~ \ 147 747.70 146 741,40 166.00 18 RCP 3.80 `
_ A \ \ 146 CB 745.40 x ~ \ 741.15 14 \ \ \ q ^ ~ ~ \ t ~ 5 742.00 146 741.80 22.50 15 RCP 0.89
/ / / / / J ~ ~ 4 ~ 48.1 ~ ~ ~ I 145 48.4 \ ~ i,~ \ 1 ~ i j CB 745.40 742.00 146 741.15 \ ~ ~ ~ ti 134 737.80 80.00 18 RCP
~ 749.4 \ \ 1 i ~ 1 ~1 144 CB 4.19 \ 1 ~ „ ~ 1 ~ 766.75 763.25 144 763.25 I i \ ~ ~ , \ ~ 143 755.65 245.00 15 RCP 3.10
. ~ l ~ S / i ~ ~ ~ ~ ~ / ( p / / / / ~ ~ ~ / i i ~ ~ \ 143 CB 759.20 755.55 143 7 ~'J ~ ~ \ r , 55.55 142 753.95 41.00 15 RCP 3.90
/ / ~ - 110 l / 1 2 / / / 4 \ / ~ 1 14 \ ~ Y ~ 142 MH 757.50 753.85 ~ l ~ ~ i I 1 C3.10 142 7 \ i 53.85 141 748.75 99,00 15 RCP 5. „~0
/ / / r' / / ~ 1 I 199 l / 1 v / / / / 5 ~ \ ~ \ \ 1 11 141 MH 752.30 15 ssi'•••Z \ ~ t 1 748.65 141 748.65 140 745.25 68.00 of ~ °N r 15 RCP 0.50 ~,,QP s
r / ~ / _ _ 111 / / / s 3~ J I r / ~ / 1 / \ - J / ~ / 77 .7 ) / / 0 ~ ~ / r r ~ \ ~ \ \ ~ 140 CB \ \ t ~ 748.80 745.15 1 C3.9 140 745.15 139 744.9 \ 1 i } 4 42.00 15 RCP 0.50
f r • ` \ \ ` ~ 0 139 CB 748.75 744.84 139 7 _ SEAL _ ' I 44.84 138 744.68 31.00 15 RCP 0.52 - 22837 _
/ r / I / ~ ~ / s _ \ f o 1 ~ 7 \ \ ~ 138 CB 749.05 744.58 , ! 138 744.58 148 740.85 117.00 15
/ I / j~ I I I^ / I x ~ 50 , ,1 143 ~ I ( I / 1 ~ x 3 ~ lq - \ I ~ ~ 137 RCP 3.19 - \ \ CB 744.10 740.65 '••,,F a,•' ti ~ \ \ / I I 137 740.65 136 740.53 22.50 15 RCP 0.53
l l / r I ! 1 ~ 9 r / e v I ~ ~ \ \ F/ 1 136 CB •NcmE~~~ ~'y,~ ~ \ ~ I 744.40 740.43 136 7 • • \ \ l 40.43 135 738.23 ~ 1 \ ~ / I 1 35.00 15 RCP 6.29 ir~~~ S• ZJ
1 rn / / 1 / x / / s / o ~ \ \f ` 135 CB 741.78 737.98 ~ ~ 1 ~ 135 737.98 ~ 132 732.70 187.00 18 ~
_ ~ / ~ 1 - ~ / / 1 I ~ / t RCP 2.82 f ~ \ \ 1 ~ ~ 134 CB 741.78 737.25 134 ~ e I / 735.50 133 731.68 191.00 36 RCP 2.00
> x / / y , / I \ \ Ij q } i 133 CB 736.71 7 31.71 132 732.60 124 731.46 85,00
_ 144 I I I 1 / 54 x - / , ~ / r , I I 77 .5 ! / ~ 6 I ~ ~ ~ ~ 14 jdl ' 132 18 RCP 1.34 •O, 1 CB 736.71 732.60 ' 7 jj / 133 731.18 123 730.59 82.00 4
, t ^ ( 151 v° 1 I \ I f ~ ~ , I I d/ { } 131 CB 2 RCP 0.72 ~ 1 • 744.43 740.90 131 740.9
I ! Mj' ~ 1 1 _ _ , / 14 J 161 l I I I l ) 5 ~ . --~5 4 ~ I 1 tl( 0 130 740.48 83.50 15 RCP 0.50 _ I I l 130 MH 744.55 740.60 Co i ht y / 1 C3.10 130 740.38 129 738.95 89.00 1 © pK g
\ ~ t 5 RCP 1.61 The use of these drawin s 129 CB 742.50 738.90 1 C3.9 129 g - - ~ \ lf/ ! 738.85 127 737.75 36.00 without written r
I~ l ~ r - v > d l / 45 / ~ v ~ ~ ~ I ~ _ ~ 6 6 } 128 15 RCP 3.06 pe mlasion - 6 \ / ~ / / / CB 741.55 738.00 128 738.00 from the architect/engin-
\ / J / ~C/ l j 5 .0 / ~ ~ - j ~ / ~ v / / • ~ 127 737.75 12.50 15 R P C 0.20 eer is prohibited. Violators \ / ~ l / i ~l 127 CB 741.55 737.50 / / / 127 737.50 126 732.47 146.00 18 RCP 3.45 will be subJect to Ie al
i / (I ~ ~ , 126 CB 736.47 732.40 g
~ ~ \ f ~ ~ 77 ~ ( ~ / 750. 4 126 731.97 124 731.6 ~ action. / ,0 4 65.00 24 RCP 0.51 I f 125 YI 735.75 732.25 6 C3.9 124 7 1
t I \ 6 _ x ~ 1 ! ~ , / e,/ 3.14 122 730.00 163.00 30~ RCP 0.70 1 / ! ,~s j 124 CB 735.46 730.15 1 C3.4 125 73 .
a ~ 75. \ / I I i o~ i ~ I ) / / 0 2 25 123 731.92 25,00 15 RCP 1.32 1 / ! / 123 CB 735.46 730.95
l / t I S~ . x 1 I ~ 1 } / ~ ,r ~ 123 730.59 121 729.70 160.00 42s RGP 0.56 ~ f / r i 122 CB 733.98 730.05
j I 1 j s~ 122 729.00 121 726.70 21.50 42 RCP 7 / j I ! 121 CB 73 1.07 d i / I f 3.98 728.95 121 725.20 120 725.05
~ v \ r - ~ I I / j ~ 23.00 54 RCP 0.65 I / I i 120 HDW 740. / / j i 00 725.05 5 C3.9
'C 1~ 4 ~ _ / r l ~ I / 7/ I ! J I i 112 CB 753.75 750.00 1 C3.4
7 1471 , r r t l \ \ 21 \ \ - ~ \ / : / / l I 104A 746.60 104 742.00 119 18 / I11 111 CB RCP 3.36 / I 768.88 765.35
~ t r ~ , , ~ r I ~ I 1 110 C ( / / d . B 769.20 765.10 111 765.35
~ 1 { x / / { ~ \ ~ ~ ~ 5 r \ r r I l ~ f II1 110 765.20 30.00 15 RCP 0,50 / / I 109 CB 754.22 749.
1 \ I ~ ~ r 4 1 0 I 74.5 I I \ \ ~ t 4 j I 3 ~ I 74 110 765.10 108 750.50 225. q i i 50 15 RCP 6.47 ( i I ~ 108 CB 754.50 749.50
~ ~ \ 5 0 1 773 14 I / 1 I x \ , 10 \ r / ~Q I I ~ I 112 749.80 109 749.62 35.00 15 / / i 107 CB RCP 0.51
I ~ ~ \ i i~ I I , 752.23 748.98 109 749.52 108 749.37 / i 30.50 15 RCP 0.50 I 111 106 CB 752.53 748.40
L ti ~ t_ e i 6 / I q 108 749.27 107 748.85 83.00 15 RCP 0.51 / ( ii I 105 FES 748.35 74
~ / / ~ ~ ~ - ~ 171 / / / 1 1 8.00 9 C5.4 107 748,98 106 748.80 28.00
I / / v , ~ ~ 5. / 1 ! 1 \ 104A 15 RCP 0.64 ~ FES Z / 1 752.50 746.00 106 748.40 1 74 / / I ~ t ~ 05 8.00 36.00 15 RCP 1.11
/ / \ ~ ~ i g / 1 1 ~ 9 I 104 FES 752.20 742.00 / X11 I ~
1 / / ~ ~ ~ a 68 d / I NOTE: PIPE SECTIONS 121 THUR 120 ARE TO BE GASK NOTE: THESE SECTIONS OF PIPES ARE CLASS V RCP p q I Ili ETED
f ~ d ~ ~ 2 / r f r! / - r 6 r l 1 I ~ 0-RING JOINT PIPE. Z ~ ` \ I I q 4 Q I t
1 ~ I I _ - 768. o ~ \ 1 r ~ i 6 6 1 1 1 ~ 1 1
{ I- - - - ~ ~ r 1 1 r i ~ I/1 ~~o ~ x f r 1 r 1 ~ t ~ 1 ~ , CB = CATCH BASIN DRAIN BASINS SHALL B U ~ E BY ADVANCED Z
\ t ~ OI = DROP INLET DRA - t INAGE SYSTEMS INC. WI Z 6 , g:, _ TH 12 SQUARE CAST
~ l / I i / ~ 1 / ~ d 1 ~ a ( 55 _ I ~ I ~ MH MANHOLE IRON LOCK Z U I ~ ABLE GRATES OR EQUAL UNLESS a J \ ~ DB = DRAIN BASIN ~ \ NOTED OTHERWISE, ~
r / 1150 8 67.9 ,I 16 i ~ I ~ \ \ \ \ ` \ ~ YI = YARD INLET ~
/ l 1 ~ 2 / ~ I I ~ vv o \ \ J ~ -
I f \ ~ - _ _ ~ v 1 I 1 ~ \ / ~ ) \ ~ x \ ~ \ \ GRADING NOTES: ~ \ ~ \ \ Wm Z
/ ( / ~ l / 67.7 r \ l I I I / I / / \ ~ \ Z4 \ 1 • REFER TO THE SI 0 ~ \ TE PLAN FOR RELATED NOTES. W W -
/ ~ l ~ x i A IJ I/ ~ /1 \ 75.~ ~ ~ i { 8. 215 I . I I / \ \ ~ !1. ~ ~
s 1 \ / o I \ \ ~ 2. ALL CONTOURS AND SPOT ELEVA TIONS REFLECT FINISHED GRADES. O 4. ~ p I
/ 1 j x I i l l J\\ 1 4 \ r I d ~ 3. ALL ELEVA110NS ARE IN REFER W Z I \ \ ~ ENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO GROU
/ \ \ 8 1 I ~ BREAKING. ND I,.., W Z ~56. ~ W ~ Q I \ W
/ / ~ 1 ~ ~ / v v I J / ~ 8 ~ \ 7 7 ( x / ~ DWJ \ 4. THE CONTRACTOR SHALL IMMEDIA V ~ TELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND ~ J
i i \ CONSTRUCTION DOCUMENTS AND SHALL WA ~6 ~ IT FOR INSTRUCTION PRIOR TO PROCEEDING. W Y i iI ~ W
1 J ~ 5, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO BEGINNING CON Z
i 757.5 1 f STRUCTION, W rn
000-- 0 V / 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE, 050;
1 - t 7. ALL FILL WITHIN LIMITS OF BUILDING AND PAVEMENT SHALL BE COMPACTED TO MIN. 98% STD. PROCTOR. FILL IN LAWN AREAS n
t SHALL BE COMPACTED TO MIN. 90% STD. PROCTOR. REFER TO STRUCTURAL PLANS AND SPECIFICATIONS FOR MORE INFORMATION. / / t J
w 1 / j 8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMI15 / / GRADING REQUIREMENTS. , OR O1HER Z
/ / /
I 1~ I I 1 \ ~ i r I \ 1 \ I/ \I 6-2- / / 9. TH W _ / / E PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING t / PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COUR
15 ~ ~ 161 76 A \ l 1 ~ . \ J x \ - 1-5 16 - ~ / \ I \ \ 5 156 7 _ SE / ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
/ t r t y 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS
\ e \ , v v 7 7bN 7 1 / r t TO NEW OR EXISTING DRAINAGE INLETS OR / SHEET OVERLAND.
1 \ \ \ \ 762.E 11, ON SITE BURIAL PITS REQUIRE AN "ON-SITE DEMOLITION LANDFILL PERMIT" FROM THE ZONING ADMINISTRATOR.
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE.
/ 13. ALL "CMLDS STD." NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE-MECKLEN
MANUAL, BURG LAND DEVELOPMENT STANDARDS F
air% o w 14, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE,
1-7 \ ! l ! - 1 \ r ,~j f, .r s e'1'--'~ - - - - - - - - d to
\ t" ~ \ ~ ~ ' ~ ~ { { ! of \ ~ ti, ~ \ ~ .i'`" / / / ~ \ U ~ ~ \ - - 15. STABILIZATION IS THE BEST FORM OF EROSION
r rrl~ DENUDED AREAS AN CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON D ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 45 DAYS. .r
Pro'ect No.
16. PERMANENT STORM DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE CITY/COUNTY UPON REQUEST, THE CITY/COUNTY ACCEPT RCP SYSTEMS ONLY. THE EASEMENT MUST ADJOIN TH WILL
3 DESCRIPTION, E RIGHT-OF-WAY AND HAVE A RECORDED METES AND BOUNDS 51665
v v 17. PUBLIC STORM DRAINAGE EASEMENTS ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER.
m
N cD Checked by BSW 18. PRIOR TO GRADING, THE CONTRACTOR SHALL CONTACT THE ZONING ENFORCEMENT OFFICER TO ENSURE THAT ALL TREES M TO REMAIN WILL BE PROPERLY FENCED OFF FOR PROTECTION. MARKED Drawnb BSW
N x
3 19. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT Date Drawn 08.06.02
'o N OFF SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY RRANT OWNERS.
fD ~D Revisions 20. PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN CORNELIUS ARE TO BE MAINTAINED BY
f, AN "ON-CALL" MANNER. THE CITY WILL NE.TNER BE ?S c OP r c THE CITY IN 1 RCURB & -DETINTION CHANGES PER COUNTY I ESPONSIBLE _ OP ? POUNOS '00TuNN THE PERMANENT STORM DRAINAGE EASEMENT NOR REMOVAL OF ANY OBSTRuCTIONS IN THAT AREA. LAKE PINE DR, WIDENW FOR FUTURE
.Q L 2 STREET - 11.07.02
O 21. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS LOGS TIM SHALL
d a BER, JUNK, AND OTHER ACCUMULATIONS.
U 22. MEKCLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. WALLS ON
(9 GRAPHIC SCALE
23. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO SUBDIVISION INSPECTION TO MECKLENBURG COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH CORNELIUS SUBDIVISION UBIFINAL so o so so ,zo s~o Sheet
ORDINANCE.
d d Q 24. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND R MAY REQUIRE PE SEAL.
U 25. THE MAINTENANCE OF THE WETLAND PONDS AND THE OPEN SPACES WIL
SUBDIVISION. L BE THE RESPONSIBILITY OF THE HOA OF WESTMORELAND IN FEET ( } 1 inch = 60 ft.
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OUT without written permission
(NO E: K Y from the architect/engin- eer is prohibited. Violators
AR UIvD TLAND will be subject to legal
PLANTINGS ~ action,
t
~ 4

DETAIL GRADING PLAN OF WETLAND POND 1
PLANTING DETAIL OF WETLAND POND 1
1 20' 1"=20' CMLDS STD. DTL. 20.31/STATE REQUIREMENTS
PLANT SCHEDULE
SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS SYM. BOTANICAL /COMMON NAME QTY, SIZE COMMENTS
EXISTING DRAINAGE AREA = 19.69 AC. NORMAL RELEASE RATE= 0.51 CFS
PROPOSED DRAINAGE AREA = 19.69 AC. SHRUBS WETLAND PLANTS Z
PROP. 1-INCH RELEASE RATE = 0.20 CFS COST CORNUS STOLONIFERA 24"_30" FULL CONTAINER
LINING OF WEIR -NORTH RED OSIER DOGWOOD 15 5 GAL. CONT. MATCHING SPECIMENS CASP CARER SPP. NA SEDGES 0
AMERICAN GREEN SC150 MAT Z HAVI HAMMAMELIS VIRGINIA 21 24"-30" FULL CONTAINER Q
15' BROAD CRESTED WEIR I M P ERVIOUS COUNT FOR WETLAND POND #1 WITCH-HAZEL 5 GAL. CONT. MATCHING SPECIMENS LEMN LEMNA SPP. 855 SF LL
TOP OF BERM = 756.0 DUCKWEED (j ILVE ILEX VERTICILLATE 19 24"-30" FULL CONTAINER Z
I ~ 45 LOT AT MAX. BLDG. AREA =2350 SF WINTERBERRY 5 GAL. CONT. MATCHING SPECIMENS LEOR LEERSIA ORYZOIDES 1150 SF
~ 60 LOT AT MAX. BLDG. AREA -2926 SF Z ~ RICE CUTGRASS W J Z
, , , , , TOP OF WEIR = 755.50 ~ , LIRE LINDERA BENZOIN 12 24"_30" FULL CONTAINER ~ J SPICEBUSH 5 GAL. CONT. MATCHING SPECIMENS O
~ ~ ~ ~ THERE ARE 27-45 LOTS AND 41-60' LOTS = 4.21 AC. MAX. IMPERVIOUS AREA NULU NUPHAR LUTEN 1415 SF J „ ~ Z SPATTERDOCK O -
. ~ ~ ~ ~ ~ i i ` AND 3.80 AC. OF ROADWAY SIDEWAY FORA T ~ ~ ~ / OTAL OF 8.01 AC./16.55 AC. MYRC MYRICA PENSYLVANICA " " FULL CONTAINER W m Z 19 24 -30
' ~ ~ r R ON SITE FORA 48.35% IMPERVIOUS AREA FOR THE AND AN OVERALL 33~ BAYBERRY 5 GAL. CONT. MATCHING SPECIMENS ~ O POPE POTAMOGETON PECTINATUS 410 SF ~ Z ~
TOTAL SITE. POND WEED W W N !L ~
THE TOTAL DRAINAGE AREA TO WETPOND POND #1 WILL BE 19.69 AC. AT MAX. O tl I p Y POLYGONMUM SPP. J O Z
IMPERVIOUS AREA THE TOTAL PERCENTAGE WILL BE 40.63%. OL 875 SF W J SMARTWEED > W Z
W>Q
EMERGENCY SPILLWAY SCPU SCIRPUS PUNGENS 1120 SF V) ~ W
N.T.S. COMMON THREE-SQUARE ~ W Y
VAAM VALISNERIA AMERICANA 325 SF w ~ n
WILD l;LLLKT / V
ZAIQ ZIZANIA AQUAICA NA O 0 WILD RICE W
W , GENERAL NOTES:
ANTI-VORTEX TRASH 5 RACK BOLTED TO 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
TOP OR RISER - THE POOL AREA SHALL BE CLEARED.
ELEV= 755.50 TOP OF BERM 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL ELEV-756.0 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
BROAD WEIR BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
ELEV=755.5 CONSTRUCTED THROUGH FILL SECTIONS.
TOP OF RISER NOTE THE SLOPE 3 r=
ELEV=755.0 6 CHANGES 2.1 2 w W ONLY ON DAM 1 o w
8" GATE VALVE IN 3:1 OR FLATTER 1 EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND m _ SLUICE GATE VALVE IN OTHER AREAS DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF a cn
3 VALVE BOX - KEEP CLOSE UNTIL 1 TOP OF BERM= 755.0 MAINTENANCE TIME 10 LITTORAL W/ RISER STEM MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM
SHELF AROUND AND ATTACHING MOISTURE CONTENT. FILL MATERIAL SELECTION AND
NORMAL WSE=754.75 4 WETLAND %F I WETLAND PERIMETER OF 1 MARSH BRACKETS 16" OC PLACEMENT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. Pro'ect No.
FES 10 3 ZONE MARSH MICROPOOL 2" DIAM. PIPE WELDED TO FACE OF 18" DIAM. RISER AND EXTENDED DOWN VALVE BOX
r # 42" RCP OUTLET 1 ZONE Jill BOTTOM = 752.0 INTO THE MICROPOOL A MIN. OF 6" ASSEMBLY
a NORMAL WSE= i 0 V51665 ORMAL WSE= 751.5 NV=
® 751.0 o f APPROX. 11 LF - 8" DIA. CMP ® 0.5% 751 FLAT FOR 15'
TL 18• ALUMINIZED STEEL TYPE 2 3 Checked by BSW
12" MIN. THK. - CLASS I „ 1 1O 20 SPACING NEENAH R-7512-B Drawn b BSW CAST IRON GRATE
o RIPRAP LINING " 8 EQUALIZER 3 8 EQUALIZER PIPE FROM PIPE FROM 1 FASTENED TO CONC. " Date Drawn 08.06.02
~t -'8• 2 _a• FOREBAY TO MICROPOOL FOREBAY T COLLAR 18 RIPRAP APRON SEE CMLDS 20.23 Revisions
v NEENAH R-7512-B doo = 5"
CAST IRON GRATE to to C'm 18" dwx = 12 CURB k E 65 OF 15 ALUMINIZED STEEL CMP AT 0.77% " 1 D TEN ON CHANCES PER 'r = COUNTY COMMENTS INV=748.45 INV=748.45 THK . 12 - 0,07.02
FASTENED TO CONC. a• cma COLLAR = INV ELEV=748.0 L 10' W = 6, RIPRAP CHANNEL
Lo ;o r r , r TO HEADWALL
CONCRETE FOOTING FOR RISER j ALUM. STEEL PLATES WELDED BY RIP RAP
FOR CONCRETE COLLAR E B A YP OOL DETAIL 0 -5'x5'x12" THK. WITH 10x10 WWM MANUFACTURE TO PIPE SECTION
Q N, T. S. INV. ELEV. - 748.5 U WELDED TO BOTTOM OF RISER. FOR ANTI-SEEP COLLARS r r. r i
_-B "I
2 ~ Sheet
COLLAR AT BOTTOM GRATE MICROPOOL AND RISER OUTLET DETAIL
o FRONT VIES(
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3 EMERGENCY
C3,5 SPILLWAY I "
~ 28' OF 15" I ~ ` V
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~.-..---''1 REBAY P F
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BO 7 .0 3.5 RIP LING ~ PLANTING DETAIL OF WETLAND POND 2 Q
A LA TI P~ 1"=10' PER CMLDS STD. DTL. 20.31 z
SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS
~ ~ P
P WETLAND PLANTS ~ Z Li.
~P G~ Q CASP CAREX SPP. 110 SF
PG SEDGES ~j PLANT SCHEDULE Z
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ROSALYN e SYM. BOTANICAL CO~fI,fON NAME QTY, SIZE COMMENTS LEMN LEMNA SPP. 390 SF / Z U DUCKWEED J z
~ ~ ~ J
GLEN ROAD SHRUBS O LEOR LEERSIA ORYZOIDES 220 SF J , , Ll! Z
" " FULL CONTAINER RICE CUTGRASS C~ ~ J CORNUS STOLONIFERA 24 -30 W m Z
COST RED OSIER DOGWOOD 7 5 GAL. CONT. MATCHING SPECIMENS I-- NUPHAR LUTEN Z O
~ A 1 NULU 1,440 SF D W ~
HAVI HAMMAMELIS VIRGINIA 15 24"-30" FULL CONTAINER SPATTERDOCK W N WITCH-HAZEL 5 GAL. CONT. MATCHING SPECIMENS 0" ~
DETAIL GRADING PLAN OF WETLAND POND #2 PANICUM VERGATUM O ~ I PAVE 140 SF J O
1 "=10' ILVE ILEX VERTICILLATE tp 24"-30" FULL CONTAINER SWITCHGRASS ~ .J WINTERBERRY 5 GAL. CONT. MATCHING SPECIMENS ~ W W Z
~Q POLY POLYGONMUM SPP. 210 SF ~ ~ W J
LIKE UNDERA BENZOIN 17 24"-30" FULL CONTAINER SMARTWEED ~ _J
SPICEBUSH 5 GAL. CONT. MATCHING SPECIMENS W Y
MYRI A P N VANI A FULL CONTAINER POPE POTAMOGETON PECTINATUS 390 SF Z MYRC C E SYI. C 15 24 30 POND WEED W
onwroov 5 Gei Cr1NT MATCHING 4PFCIMFNS ~
EXISTING DRAINAGE AREA = 4.61 AC. SCIRPUS PUNGENS SCPU 200 SF O
LINING OF WEIR - NORTH NORMAL RELEASE RATE= 0.09 CFS COMMON THREE-SQUARE 0' W
AMERICAN GREEN SC150 MAT PROPOSED DRAINAGE AREA = 4.61 AC. VAAM VALISNERIA AMERICANA J
15' BROAD CRESTED WEIR PROP. 1-INCH RELEASE RATE = 0.03 CFS WILD CELERY 455 SF
TOP OF BERM = 752.0
3 IMPERVIOUS COUNT FOR WETLAND POND #2 ZpIQ ZIZANIA AQUATICA NA WILD RICE
W
TOP OF WEIR 750.25 60' LOT AT MAX. BLDG, AREA =2926 SF -95% BLDG. AREA 5' MIN.
ANTI-VORTEX TRASH RACK BOLTED TO GENERAL NOTES:
\ \ \ THERE ARE 11-60' LOTS = 0.74 AC. MAX. IMPERVIOUS AREA TOP OR RISER - TOP OF BERM 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
AND 0.68 AC. OF ROADWAY/SIDEWAY FOR A TOTAL F 1 0 .42 AC./3,97 AC. ELEV= 750.50 EL V=752.0 THE POOL AREA SHALL BE CLEARED.
ON-SITE FOR A 35.70% IMPERVIOUS AREA FOR THE AND AN OVERALL 33% BROAD WEIR 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL
TOTAL SITE. ELEV=751.5 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE I- 1=
TOP OF RISER 3 CONSTRUCTED THROUGH FILL SECTIONS. w I-
EMERGENCY SPILLWAY THE TOTAL DRAINAGE AREA TO WETLAND POND #2 POND WILL BE 4,61 AC. AT MAX. w ELEV=750.00 6 3 1 o w
IMPERVIOUS AREA THE TOTAL PERCENTAGE WILL BE 30.80%. N.T.S. 1 EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND a.. N SLUICE GATE VALVE DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF
W/ RISER STEM MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM AND ATTACHING MOISTURE CONTENT. FILL MATERIAL SELECTION AND
10' LITTORAL BRACKETS 16" OC PLACEMENT SHALL BE IN ACCORDANCE WITH THE
-SHELF AROUND „ WETLAND PERIMETER OF RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. Pro'ect No. 1" DIAM. PIPE WELDED TO FACE OF
8" GATE VALVE IN MARSH MICROPOOL VALVE BOX - KEEP ZONE 18" DIAM. RISER AND EXTENDED DOWN VALVE BOX 51665
3 CLOSED UNTIL NORMAL WSE INTO THE MICROPOOL A MIN. OF 6" ASSEMBLY
1 TOP OF BERM= 758.0 MAINTENANCE TIME ONLY OIL °z NORMAL WSE= 757.8 4 748.0 NORMAL WSE= 748.5 INV=
APPROX. 14 LF - 8" DIA. CMP 0 0.5% 74 15' MIN. FLAT SECTION Checked by BSW
O 0- 3 ALUMINIZED STEEL TYPE 2 3 10, Drawn b 8SW
FES 60 1 NEENAH R-7512-B 1 CAST IRON GRATE RIPRAP APRON
to 24 RCP OUTLET BOTTOM = 755.0 co " SEE CMLDS 20.23 Date Drawn 08,06,02 1 FASTENED TO CONC. 18 dea = 5"
CD i 1 TO WETLAND L COLLAR dmAx=,2" Revisions
MARSH ZONE 1 ` THK = 12" 16' 28' OF 15" ALUMINIZED STEEL CMP AT 0.71% L = 10' 1 COUNTY COMMENTS - 10. 7.02
= INV`-746. 1 INh748.81 W= 6'
12" MIN. THK. - CLASS RIPRAP LINING " 8" EQUALIZER PIPE FROM 8" CMP INV ELEV=746.0
Lo 11-e" 2'-0" FOREBAY TO MICROPOOL
0 ALUM. STEEL PLATES WELDED BY CONCRETE FOOLING FOR RISER
NEENAH R-7512-8 CONCRETE COLLAR ` CAST IRON GRATE -4,5'x4.5'x12" 1TiK. WITH 10x10 MANUFACTURE TO PIPE SECTION , -
° FASTENED TO CONC. INV. ELEV. - 745.0 WWM WELDED TO BOTTOM OF FOR ANTI-SEEP COLLARS RISER.
COLLAR Sheet F
FOREBAY POOL DETAIL CONCRETE COLLAR AT BOTTOM GRATE MICROPOOL AND RISER OUTLET DETAIL
N. T. S. FRONT VIEW ° °
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action.
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PLANTING DETAIL OF WETLAND POND 3
~ ~ cr 1"=20' PER CMLDS STD. DTL. 20.31
~m ~o PLANT SCHEDULE
\ SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS
I % ~ / / ~ ~
/ i i SHRUBS WETLAND PLANTS
CORNUS STOLONIFERA 24"-30" FULL CONTAINER CAREX SPP. Z COST RED OSIER DOGWOOD 25 5 GAL. CONT. MATCHING SPECIMENS CASP 660 SF SEDGES
HAVI HAMMAMELIS VIRGINIA 12 24"-30" FULL CONTAINER ~ MN LEMNA SPP. 1265 SF Z Li.
WITCH-HAZEL 5 GAL. CONT. MATCHING SPECIMENS LE DUCKWEED Q
DETAIL GRADING PLAN OF WETLAND POND ~/3 " FULL CONTAINER ILVE ILEX VERTICILLATE 21 24 30
MATCHING SPECIMENS LEERSIA ORYZOIDES F U WINTERBERRY 5 GAL. CONT. LEOR RA 1560 S Z RICE CUTG SS -
LINDERA BENZOIN 24"-30" FULL CONTAINER Z p. U LIBE 15 MATCHING SPECIMENS J Z
SPICEBUSH 5 GAL. CONT. NULU NUPHAR LUTEN 2389 SF ~ J
SPATTERDOCK Q
AdyRC MYRICA PENSYLVANICA 43 24"-30" FULL CONTAINER ~ Q! Z 5 GAL. CONT. MATCHING SPECIMENS (D - J BAYBERRY POLY POIYGONMUM SPP. 1530 SF W m Z ^
SMARTWEED I- ~.L
- Z° IING OF WEIR NORTH p g IERICAN GREEN SC150 MAT SCIRPUS PUNGENS W W ~
SCPU 675 SF a. ~ COMMON THREE-SQUARE p d.
Jo? Z
~P OF BERM = 740.0 W J ~ VAAM VALISNERIA AMERICANA 1780 SF > W Z
W WILD CELERY > Q
iMPERNOUS couurEroRSw[itarno ao~o pis ~~WJ.
ZIZANIA A UATICA ~ J ZAIQ Q NA W Y ~ WILD RICE ~
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ON SITE FOR A 45.74% IMPERVIOUS AREA FOR THE AND AN OVERALL 33%
TOTAL SITE. EMERGENCY SPILLWAY
N.T.S, THE TOTAL DRAINAGE AREA TO WETLAND POND #3 POND WILL BE 40.05 AC. AT MAX.
IMPERVIOUS AREA THE TOTAL PERCENTAGE WILL BE 15.00%. W
50 GENERAL NOTES: Q ANTI-VORTEX TRASH 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
RACK BOLTED TO THE POOL AREA SHALL BE CLEARED.
TOP OR RISER - TOP OF BERM ELEV= 740.0 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL ELEV=740.0 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
BROAD WEIR CONSTRUCTED THROUGH FILL SECTIONS. ELEV=740.0
TOP OF RISER 3 w _ 3 1 o w ELEV-739.50
0 x 1 EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND a N
SLUICE GATE VALVE W/ DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF
10' LITTORAL RISER STEM AND ATTACHING MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM BRACKETS 16" OC MOISTURE CONTENT. FILL MATERIAL SELECTION AND
- 3 8 GATE VALVE IN -SHELF AROUND VALVE BOX „ PLACEMENT SHALL BE IN ACCORDANCE WITH THE Pro'ect No.
1 TOP OF BERM= 740.0 WETLAND PERIMETER OF 2.5 DIAM. PIPE WELDED TO FACE OF 18" DIAM. RISER AND EXTENDED DOWN RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
NORMAL WSE= 739.5 4 MARSH MICROPOOL WETLAND ZONE VALVE BOX INTO THE MICROPOOL A MIN. OF 6" ASSEMBLY 51665
1 Al MZONEARSH / NORMAL WS NORMAL WSE= 737.5 NV=
'9 FES 80 i 737. „ Checked by BSW
Z 36 RCP OUTLET OTTOM = 735.0 / 737.0 APPROX. 12 LF - 8 DIA. CMP ® 0.5% 4 ALUMINIZED STEEL TYPE 2 12' Drawn b BSW
f NEENAH R-7512-B i
Date Drawn 08.06.02 CAST IRON GRATE \
N 18" co n / 1 FASTENED TO CONC. \ 1 RIPRAP COLLAR " SEE C CMLDSAPRON 20.23 Revisions 18
`2 12 MIN. THK. - CLASS 1 8 EQUALIZER N RIPRAP LINING 717 7, X.~ PIPE FROM 8 EQUALIZER PIPE FROM FOREBAY SEE H deo - 5" 1 CUR & DETE PER
_ • 2•-0• FOREBAY TO MICROPOOL 18" d?ux = 12" COUNTY COMMENTS 10, 7.02
v BOTTI BOTTOM ELEV= 734.5 INV-734.44 INV=734.44 41' OF 12" ALUMINIZED STEEL CMP AT 3.66% L - 10'
~ - PEENAH R-7512-B 8" Cmp / CASTIRON GRATE Y W- 6'
r FASTENED TO CONC. ' • ~ INV ELEV=732.0 SLOPE= 0%
o COLLAR CONCRETE COLLAR
0 CONCRETE FOOTING FOR RISER ALUM. STEEL PLATES WELDED BY
FOREBAY POOL DETAIL .NV. ELEV. 734.5 -4.5'x4.5'x12" THK. WITH 1000 MANUFACTURE TO PIPE SECTION WWM WELDED TO BOTTOM OF FOR ANTI SEEP COLLARS Sheet
U I _ _f N.T.S, r~ 2'-6 RISER.
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~M E ~ ~ ~ L._._ ~ 4 SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS
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COST US STOLONIFERA 24 30 FULL CONTAINER RED OSIER DOGWOOD 29 5 GAL. CONT, MATCHING SPECIMENS SEAL
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HAVI HAMMAMELIS VIRGINIA 1 4"_ FULL CONTAINER A WITCH-HAZEL 4 2 30 5 GAL. CONT. MATCHING SPECIMENS ~ , ~ ~ c
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~ wo,~: o~ ds~" E', oA REMO~ p\ .~~sqs ;~5.. ~ i ~ ~ ~ I I ILVE ILEX VERTICILLATE Y0 24 -30 FULL CONTAINER 5 MYRC • N' a 1111111111VII MATCHIN • WINTERBERRY 5 GAL. CONT. G SPECIMENS
• l
LINDERA BENZOIN i • LIBE 8 24 -30 FULL CONTAINER
\ S ~ "~'o~(°R SPICEBUSH 5 GAL. CONT MATCHING SPECIMENS • • .
MYRC MYRICA PENSYLVANICA 22 24 -30 FULL CONTAINER • •
BAYBERRY 5 GAL. CONT. MATCHING SPECIMENS
~ 3 LI E ©Copyright WETLAND PLANTS • The use of these drawings
without written permission from the architect/engin-
\ ~ ~ ~ ~ CAREX SPP. ~ CASP SE 570 SF eer is prohibited. Violators DGES 7 HAVI will be sub'ect to le al
J 9
action. IEMN LEMNA SPP. 725 SF \ ~ ~
D K ~ ~ ~ UC WEED ~ ~
i ~ .
LEOR LEERSIA ORYZOIDES 635 SF ~ RICE CUTGRASS ~ I ,
.
NULU NUPHAR LUTEN _,J / 10550 S
SPATTERDOCK / ~ ~
pAyE PANICUM VERGATUM 520 SF
SWITCHGRASS / ' 5 M
.
POLY POLYGONMUM SPP. 960 SF SMARTWEED 7 IL ,
~ ~
I SCPU SC RPUS PUNGENS 1105 SF
COMMON THREE-SQUARE ~
VALISNERIA AMERICANA \
\ \ I ~ ~zz. . ~ VAAM ~ 565 SF LD CELERY 1 • --7 r-ti
L ZI A X ZAIQ Z NIA AQUATICA 2000 SF / I ~
WILD RICE Z Q.,, ~ ~ Q
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EXISTING DRAINAGE AREA = 28.71 AC. ~ ~ PLANTING DETAIL OF WETLAND POND 4 0
NORMAL RELEASE RATE= 0.32 CFS J „ ~ - PROPOSED DRAINAGE AREA = 38.88 AC. 1"=20' PER CMLDS STD. DTL. 20.31 } ~ z
Wm z PROP. 1-INCH RELEASE RATE = 0.21 CFS i- a,
~ ` \ \ ~ ~ 2 ' / i PRA. , z~
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IMPERVIOUS COUNT FOR WETLAND POND #4 ~ ~
o I Z WJ
45' LOT AT MAX, BLDG. AREA =2350 SF > w z ~ w >Q 0
~ \ _ " ~ i Er ago ~PER~o~ ~aw~ 60 LOT AT MAX. BLDG. AREA =2926 SF aJ
W Y
THERE ARE 88-45' LOTS AND 71-6 ' = LINING OF WEIR -NORTH I- 0 LOTS 9.74 AC. MAX. IMPERVIOUS AREA AMERICAN GREEN SC150 MAT z
AND 10.35 AC. OF ROADWAY/SIDEWAY FOR A TOTAL OF 20.09 AC./32.52 AC. 15' BROAD CRESTED WEIR w
I1AI CITE C/10 A C~'7oo>' lunrwlnii~ anre rnn Tier iun i? ~
%ail IN L_ v viv -1L. vwrN n vi ,f o/o imrcRvivu_~ IiRCH rum 1r1t RINU HIV UVtKRLL ),07o TOP OF BERM = 728.0 >
TOTAL SITI TOTAL SITE. 3 0 / O r r Of W
THE TOTAL d THE TOTAL DRAINAGE AREA TO WETLAND POND #4 WILL BE 51.67 AC. AT MAX. .J
IMPERVIOU IMPERVIOUS AREA THE TOTAL PERCENTAGE WILL BE 51.67%.
/ TOP OF WEIR = 727.50
5p W
0 EMERGENCY SPILLWAY
TOP OF BERM N.T.S.
1 ~ ANTI- DETAIL GRADING PLAN OF WETLAND POND 4 RACK ANTI-VORTEX TRASH ELEV=728.0 RACK BOLTED TO
„ TOP TOP OR RISER - BROAD WEIR
1 =20 ELEV- ELEV= 727.75 ELEV=727.5 w
FLOW IN T E TOP OF RISER 3 EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND ELEV=727.25 6" 3 1 DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF w F U w
CHANNEL FROM HDW 120 RIP-RAP IN SWALE AS LINING 1 MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM 00 w
W/GRASS AND WETLAND SLUICE STEM I SLUICE GATE VALVE W/ RISER MOISTURE CONTENT. FILL MATERIAL SELECTION AND STEM AND ATTACHING PLACEMENT SHALL BE IN ACCORDANCE WITH THE a N
PLANTING LINING IN FOREBAY 10 LITTORAL BRACKI BRACKETS 16" OC RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
3 SHELF AROUND 2.5" DIAM. PIPE WELD )IAM. PIPE WELDED TO FACE OF GENERAL NOTES:
8" GATE VALVE IN WETLAND PERIMETER OF 1 VALVE BOX MARSH MICROPOOL 18" DIAM. RISER AND 'AM. RISER AND EXTENDED DOWN Pro'ect No.
TOP OF BERM= 727.0 ZONE INTO THE MICROPOOL fHE MICROPOOL A MIN. OF 6" VALVE BOX 1. AREA UNDER EMBANKMENT SHALL BE CLEARED GRUBBED, AND STRIPPED OF ANY VEGETA110N AND ROOT MAT.
NORMAL WSE= 726.5 4 WETLAND NORMAL WSE= 725.5 INV= THE POOL AREA SHALL BE CLEARED, 51665
I-F v _ -11 MARSH \ 4 r r r r 6.0 725. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
ZONE APPROX. 25 LF - 8" DIA z 1 r r O h ALUMINIZED 25 LF - 8" DIA. CMP ® 0.5% BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED, SPILLWAYS SHOULD NOT BE INIZED STEEL TYPE 2 3 CONSTRUCTED THROUGH FILL SECTIONS. Checked by BSW
a BOTTOM = 723.0 STEEL TY M: H: \ NEENAH R-7512-B 1512-B 1
FLOW IN FES 208 3 CAST IRON GRATE "RATE RIPRAP APRON Drawn b BSW
FASTENED TO CONC. co 8" EQUALIZER 1 COLLAR (o 18` \ \ 0 CONC. 18" SEE CMLDS 20.23
PIPE FROM ul FOREBAY AT 0% r dw = 5" Date Drawn 08.06.02 dWx = 12"
3 p 18" 'o a' 8 EQUALIZER PIPE FROM Revisions la' 41' OF 15" ALUMINIZED STEEL MP THK 12
1'_e` 2'-0' FOREBAY TO MICROPOOL AT INV=7 INV=722.38 C MP 2,75% L = 10, 22.38
0% SLOPE 9` CNP mom IN V COUNTY COMMENTS - 10.07.02 / W = 8' V ELEV=721.2 %,~r r ~ TOP OF BANK
NEENAH R-7512-B CAST IRON GRATE
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COLLAR -4.5'x4.5'x12" THK. WI VELDED TO BOTTOM O MANUFACTURE TO PIPE SECTION
p INV. ELEV. ®722.5 WWM WELDED TO BOTT RISER. a FOR ANTI-SEEP COLLARS
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OREBAY POOL WSE= 746.5 4 1 =10 FE U
BOTTO - 44,0 C3. Z
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AND PLANTINGS COMMENTS S J Z SYM. BOTANICAL /COMMON NAME QTY. SIZE ~ J
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MAINTENANCE ~ LINDERA BENZOIN NA 24 -30 FULL LIBE 5 GAL. CONT. MATCHING SPECIMENS NULU NUPHAR LUTEN 880 SF ~ Y
SPICEBUSH SPATTERDOCK Z
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TLAND POND 5 ING PLAN OF WE _ .21 cFs DETAIL GRAD AL RELEASE RATE 0 NORM ~ W
PROPOSED DRAINAGE AREA = 3.14 AC. 1 -10 POPE POTAMOGETON PECTINATUS 225 SF
ROP. 1-INCH RELEASE RATE = 0.04 CFS P ND WEED PO
SCPU SCIRPUS PTUocC'cNcniieQ~ 215 SF
LINING OF WEIR -NORTH _ l._
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IMPERVIOUS COUNT FOR WETLAND POND #5 W
10' BROAD CRESTED WEIR AMERICAN GREEN SC150 MAl TOP OF BERM = 748.0 45' LOT AT MAX. BLDG. AREA =2350 SF VAAM VALISNERIA AMERICANA 250 SF WILD CELERY
3 r r 60' LOT AT MAX. BLDG. AREA =2926 SF { 5' MIN. ZAIQ ZIZANIA AQUATICA 140 SF
1 ANTI-VORTEX TRASH WILD RICE
TOP OF ' LOTS AND 9-60' LOTS = 0.82 AC. MAX. IMPERVIOUS AREA ~ ~ RACK BOLTED TO TOP OF BERM TOP OR RISER - w
AND 0.90 AC. OF ROADWAY/SIDEWAY FOR A TOTAL OF 1.72 AC. /2.99 AC. r r r ON SITE FOR A 57.52% IMPERVIOUS AREA FOR THE AND AN OVERALL 33% r r ELEV- 748.0 ELEV=748.0
rrs r~ r r~ r TOTAL SITE. BROAD WEIR F
ELEV=747.5 GENERAL NOTES_ W vIPERVIOUS 3
BE 3.14 AC. AT MAX. IMPERVIOUS THE TOTAL DRAINAGE AREA TO WETLAND POND #5 WILL 1 AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. O = RISER SHAH BE CLEARED. w N TOP OF 3 1 THE POOL AREA WOODY VEGETATION AS WELL
THE TOTAL PERCENTAGE WILL BE 54.78%. ELEV-747.5 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER IERIAL THE EMBANKMENT SHALL 1
AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE SP ILLWAYS SHOULD NOT BE
ERGENCY AREA E SPILLWAY M SLUICE GATE VALVE / W BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. RISER STEM AND ATTACHING CONSTRUCTED THROUGH FILL SECTIONS. Pr0'ect No.
N.T.S. BRACKETS 16 OC
10' LITTORAL SHELF AR ND
2 DIAM. PIPE WELDED EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND EXTENDED DOWN INTO MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM
WETLAND PERIMETER OF DIAM. RISER AND TO FACE OF 18" DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF 51665 THE MICROPOOL A MIN VALVE ASSEMBLY BOX
B" MARSH MICROPOOL GATE VALVE IN ZONE NORMAL WSE= 745. " 745, PLACEMENT 6 MOISTURE CONTENT. FILL MATERIAL SELECTION AND 8SW CEMENT SHALL BE IN ACCORDANCE WITH THE Checked by RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. BSW
VALVE BOX - KEEP NORMAL V I-F 5 INV=
TOP OF BERM 746.0 CLOSED UNTIL MAINTENANCE TIME ONLY r r r 745.0 3 1 4 APPROX 13 LF - 8" DIA. CMP 0 0.5% 4 ~ ALUMINIZED STEEL TYPE 2 15 Drawn b \ Date Drawn 10.04.02
NEENAH R-7512-8 1 RIPRAP APRON Revisions
0 r a NORMAL WSE= 745.5 z 4 CAST IRON GRATE " SEE CML P 20.23 } FASTENED TO CONC. \ 18 da a 5" N11 ON CHANGES
o rr 1 1 COLLAR dmm = 12" i COUNTY COMMENTS - 10.07.02
FES 70 1 r THK m 12" 43.5' OF 15" ALUMINIZED STEEL CMP AT 1.0% L a 10'
24° RCP OUTLET OTTOM = 744.0 TO WETLAND ~ le" INV-742.94 INV ELEV=742.5 W 6' i / INV~742.94
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P~NU6 EXIT MAGNOLIA ESTATES
SPwgO' 4a MAGNOLIA ESTATES I CP I I 4400 PARK ROAD /300 I STUB ROAD WILL BE EXTENDED 9 I c~1ARLaTrE, NC 28209 STEVEN ALLEN ROBINETTE
PHASE 2 MAP 1 I LOT 14, zoNm cR MICHAEL SHERRILL AS CLOSE TO PROPERTY LINE AS & MARY ELIZABETH ROBINETTE
.___J_ f I i Town of MB 23, PG 683 I TADe"s+ai~PC s3 20 ~ LINDA SHERRILL POSSIBLE WITHOUT EASEMENT TO PO BOX 254
CORNELIUS /y 77 , I I I 12633 MCCORD RD / GRADE BEYOND PR P TY CORNELIUS, Nc 26031 \ 0 ER OR
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W~~ ~ CORNE US WILLIAM THEODORE III CLAWSON MAGNOLIA TAT ~ ~ I ~ T~,M,I - 920, MAGNOLIA ESTATES DR ES ES ~ PSDE ° m ~d<N 0$r, 1 / I ZONED GR UNTIL EASEMENT IS OBTAINED OR DB 4210, PG 755 C
CORNEUUS, NC 28031 PHASE 1 M AP 4 ~ a ~ ° n N M N m ~ ~i w z a I NER LUTHER LOT 9, ZONED GR ~ o m o~M N~ m I ~$~M~ yN4 < •~N~,ril \ & M YL BI / TAX N0. 005-131-22 FUTURE CONNECTION Y T - B 0 HERS NER LUTHER WILKINS I ~1LUAV~ D. FOURNET I
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~---J \ ~ L._.-- _ r ~ 1 ~ 1 _ J 1 1 I _ u \ \ J r ` ~ , 172 N / \ , ~ /
~ I ~ I I L_ - _.JI ~ ~ ~ I O , ` I , 141 ~ C ~ J ~ I C > ,r
I I J I I \ Q J I ~ I ~ - I W r-,, ~ I ~ L /
~ r ~ ~ 4 I---- ~ ~ 1 \ ~ \ ~ ~ PARKWAY BUSINESS PARTNERS, LLC / ~ , ~ I ~ ~ ~ C7 ~ , ~ 16501 NORTHCROSS DR B
I ~ E C I a l 1 r ~ ~ I ~ \ \ ( HUNTERSVILLE, NC 28078
.L_ r Q oPeN I I I \ ~ ( ) ~ ZONED NMX NEIGHBORHOOD MIXED USE
L_ _ ~ L_ I " N ~ "I I I I ~ ~ ZO ED: NEIGHBORHOOD RESIDENTIAL (R) r ^i \ ~ _ L ~ ) \ _ ~ ~ \ r \ Q \ r = _ _ TAX N0. 005-111-10
- - ~ o ~ r~ ~ M E 4e I LAND USE, VACANT III , I e~ ~ _ ~ \ , DB 9316 P w l i ~ ~ G 593 L ~ ~ ~
L_ I~-_ _ J 3 I I ~ I I fro N
Ir ~ I I I ~ \ \I I \ ~ 1 r L ~ I II "l
~ f I >I I~ I ~ ~ E _ I I I ~ ~ ~ 2a < / C L ~ III ~ ~ ~ , III I \ III I ~
I i L_ . - ~ I I I ~ -I ~ J I I , - Ir _ 1 ~ r \ ~ \ \ \I copal O J ~ _ J I I \ \ L_ J I I ~w I ~ ~ ~ ~ .J GENREAL NO TES
i I r-~ I I I ~ I ~ , ~ ~ I ~ 7 I / C ~ L , L -_J s ~ h
I ~ 1 r I ~ ~ ~ I I I
Jtl I I f ~~I J r \ DF~ I ~ 1, ALL LOTS 883VED BY ALLEYS SHALL HAVE
~ ~ f ~ -~-~J I f f ~ / r 1 L I THEIR ACCESS FROM SAID ALLEYS. d
~ ~ I sa I I ~ I E ~ ~ ~ ~ l I 1 1 L ~ r--- I I I I 1 r U ~ I I I
~ \ I ~ I / ~ ~ r,,. J I r\ J \ J I I I 2 ALL STRUCTURES SHALL z II I I I MEET THE Q _ / / I I III , I J ~ I I I. _
~ / / ~ 1 I I I L REQ<11F~Iu~NTS OF CHAPTER 4 HITECTURAL U i r~ J ! ! ~ a z / < < f J Z
i ~ 1 I e ~ I I Ir ~ \ i I ~ ~ it ! ! a ~ 147 I 1 ~ I _ J \ i'r r ~ ; ~ REOUIf~N~N'TS) OF THE LAND DEVELOPMENT ~
------r ~ \ •a ~ ~ ~ 1 / I I I 1 I I L _ _ > _ r- I J z
1 / I II ~ I r ~ J I PARKWAY BUSINESS PARTNERS LLC f-" E___~ ~ a~ \ ~ I I r - - r ~ ~ ( _ y- c~ _ E- 218 / / 2n - ~ 1 ~ L _ I r- -1 / / / - J m z
III I I ~ / b > > ~ LEMLEY, NC I / ~ / ~ I _ -J ~ 3. TF~ BULDER SHALL ESTABLI8H UN~I BI~LD 14e \ / ~ / II 1f l oz
~ 1 ZONED NR 1 17 45 E I ~ - I / / r l~ ~ l I II I f / v 216 / I 1 I TO LMVES FOR EACH BLOCK PRIOR 0 w w _ 1 \ ~ L , II II II i I T IS8UANCE ~
TAX NO. 005-111 04 I 89,9 ~ / I I / / I i I I L a. ~ \ / 2~ ~ ~ I 268 ~ I 111 ~ ~ - _ J OF ZOI~NQ PERMITS. o a W
i ,i I ~ ~ DB 8587, PG 934 ~ ~ 1 I / \ L a I ~ , ~ ~ I II , I ~ I l i i ~ ~ l 2p l \ / I I I O I , I I I I I / w ~ E'-
\ ~ \ I / \ I I I I ~ l ~ C_ ~ J l_ ~ L J L J ~ I 4. MONEY FOR ~IPROVEIu~
~ I I ~ I ~ CONNECTION TO XISTIN _ r- '1, / ~ J - - L. NTS ALONQ CATAWBA w > ~ / J ~ _ _ J / 184 F"' d i EI \ n - _ O W - / , / \ - - - c I I AVENUE (LE CURB AND GUTTER 31DEWALKS AND
ROADWAY IN PUBLIC RIG -0 -WA ~ 1~1 \ \ ,r (n o \ ~i ~ ~ ~ \ I
/ II II \ 1 I ~ ~ 4 1 \ I i ,6 ~ + ~ ~ >a / STREET TREES) SHALL ~ PLACED IN ESCROW. Y \ W ~ , ~e / \ HARBOR WALK ~ . \ < / \ z
EDINBURGH SQUARE LLC 1 2 II? I I I I I .~4 - 1 I I I 11 \ 6g g~ ~0 ti ~ THE DEVELOPER SHALL PROVE A LETTER OF ~6g 9`~ A \ 101 r` \ ~ ~ w
CI ARICIN RFAI TY INC \ vi. I I,~ III \\~_.J I I ~,~5 ,,'SA~ _ s _ 1 ,,'S 8 \ ~i, I , ~ _ ~ ~ r- - - - - _ _ r- I~ ('~iEDR FAR SA® IIIrIPR~1~luIFNTR O
ON D NEIGHBORHOOD RESIDENTIAL \ EIP I ur V F_ _1 r- ~ ~ "III III III ~.\\\`v I ~
TAX NO. 005-111-91 - - /
E ~ DB 09459, PG 482 N87-20 J - E 552.90 / cr_ 5. MAXIMUM BUILDABLE LOT AREA FOR EACH LOT °
M 93,23 S 88-07 43 LAND USE: VACANT P BEN EIP BENT ZONED: NEIGHBORHOOD RESIDENTIAL NR •s,• ~_~~--J~~--~ L_~L_JIL_JL -J~L_JL_JIL-JL_-- ~~-~~~~PART OFTI~EPLAT
5 TO LAND USE: VACANT / 1 L APPROVAL as ~our~ BY CODE.
a ORNER / EIP N85'20'47"W 859.23' S. ALL TECHNICAL PLANS SHALL MEET ALL
00 o STUB ROAD WILL B I!`o E EXTENDED STUB ROAD WILL BE EXTENDED A3
o AS CLOSE TO PROPERTY LINE AS 3 t, I• POSSIBLE WITHOUT EASEMENT TO AS CLOSE TO PROPERTY LINE AS RE()UIREulENTB OF THE LAND DEVELOPMENT
p o GRADE BEYOND PROPERTY OR / JACK E. SHAW POSSIBLE WITHOUT EASEMENT TO QppE,
E N APPROXIMATELY 10' OF PROPERTY LINE KNOX-KELLY 0 1,AK -KELLY PO BOX 5835 STATION B GRADE BEYOND PROPERTY OR
EIP BENT UNTIL EASEMENT IS OBTAINED OR ZONED NR 00 o V TAX NO. 005-111-06 FUTURE CONNECTION BY OTHERS ED NR ~ GREENVILLE, SC 29606 APPROXIMATELY 10' OF PROPERTY LW 7. ALL SIGNS BE SEPARATELY 105-117-06 ZONED NR UNTIL EASEMENT IS OBTAINED OR
_ DB 5980, PG 317 PG 317 ~ TAX NO. 005-117-13 FUTURE CONNECTION BY OTHERS
GRAPHIC SCALE 48371 ZONED: NEIGHBORHOOD RESIDE 000 RESIDENTIAL (NR) DB 5820, PG 635 a LOTS HAVING PORTIONS OF THEIR AREA VVITFW
'41 W goo o ea ,oo soo ,oo Br o5 4 LAND USE: VACANT CREEK BUFFER SIDE SHALL BE DEED SE: VACANT \ ZONED: NEIGHBORHOOD RESIDENTIAL (NR) THE 1W
PARKWAY BUSINESS PARTNERS, LLC W F a LAND USE: VACANT PROPERTY RES ~L SUCH. ~ PORTIONS OF THE w
86' PUBLIC RIGHT-OF-WAY LEMLEY NC
BOULEVARD ZONED NR ( IN FEET ) TAX NO. 005-111-04 1 inch = 100 AN UNDISTURBED
ft STATE IN ACCORDANCE WITH THE LAND
THE COMMONS JOINT VENTURE LLC DB 8587, PG 934 DEVELOPMENT CODE
VACANT Pro' ct No.
ZONED NMX (NEIGHBORHOOD MIXED USE)
TAX NO. 005-111-04 DEVELOPME DB 8587, PG 934 IELOPMENT DATA DEVELOPMENT TABULATIONS: 9. SPACE THE rOoa rs ~ 51665
COMMUNITY. 7}'E8E AREAS SHALL ALLY
AOPEN SPACE TABULATIONS BULT UPON CALCULATIONS: - DEVELOP 3 CURRENT ZON Checked b MVS DEVELOPERS: ZONING: NR ~ c_, CONSIST OF PASSIVE AND ACTIVE OPEN SPACE
-OPEN SPACE REQUIRED 10.78 ACRES PROVIC (MOUNTAIN ISLAND LAKE WATERSHED MIL-0 DISTRICT .N ` PROVIDENT DEVELOPMENT GROUP INC./ 45' MIN. WIDTH LOTS 147 s m "w~' AMENITIES WITH POSSIBLE USES INCLUDING Drawn b MVs
, - PROPOSED OPEN SPACE: 34.51 ACRES KILLIA~ KILIJAN-31MONHVI LLC " v WOODED PAWS, WALKING TAA1_8 AND ppBN Date Drawn 08.06.02
AREA PAVED WITHIN RIGHT-OF-WAY 14.71 ACRES 10 to OPEN SPACE CALCULATIONS 60' MIN. WIDTH LOTS 154 PLAY FIELDS. THE DEVELOPER ALSO AGREES
4+ ~ TO PROVIDE A PLAY GROUND WITHIN ONE OF Revisions COUNT PER TOWr_
301 UNITS/100 ACRES - 3.01 UNITS PER ACRE BUILD TAX PARC ABLE LOT AREA 18.28 ACRES - TAX PARCEL 1005-tt1-03 TOTAL LOTS 301 THE DESIGNATED 'OPEN SPACE' AREAS AS , OUS COMMENTS _ , >
- 301 UNITS WITH 3 BEDROOMS PER UNIT - 903 TOTAL BEDROOMS g~ OF THE BUNL.D m ( ABLE AREA BASED UPON - TOTAL At NOTE FOR NON OF ROADWAYS TOTAL ACREAGES 100 ACRES PROJECT DEN3tTY 3.01/WA SHOWN ON THIS PLAN. IN A88WAT1oN WITH 2
AVERAGE LOT SIZES FOR EACH LOT TYPE) PER COMMENTS THIS, THE DEVELOPER ALSO AGREES TO 3 ~ • s _ /ROAD 1 07.02 CURRENT PROPERTY OWNER: pppyIpE A 25 EASEMENT ALONG THE PIEDMONT 4 ME~19ED iXE SWIM L12, 2.02
N - 903 BEDROOMS ESTIMATED - CURRENT IMITS IN UPPER
- 520 MULTIPLIER x 903 BEDROOMS 469,560 SF LANDSCAPE CRITERIA ~H~ ,q,~ o,E,„.~
(OR 10.78 ACRES OPEN SPACE REQUIRED) ELIZ MAXIMUM TOTAL BUILT UPON AREA 32.99 ACRES ELIZABETH WESTMORELAND pc3~A~S~ ~Fi~IQpFy1T~-O~F_I~WGA_Y AND Wi~1-N^N ~1F~E /D~pU~K~E 5
1782 rV1IQl fRYll VI--WAIQ THE LIG.p..VrGfl 8 P COUNTY COMMENTS 17824 NC MNY 73 STREET TREES 40'OC
-10.78 ACRES OPEN SPA ( 33% OF TOTAL SITE) CE REQUIRED/ 34,51 ACRES PROPOSED COF FURTHER AGREES TO PROVIDE A 50' EASEMENT CORNELJU3 NC 28031 INDIVIDUAL LOT PLANTiNCB PER SECTION 9.4.2(E) WITHIN THE 100' SWIM BUFFERS. THE FINAL
OPEN SPACE WITHIN DUKE POWER R/W - 6.21 ACRES WITH USE OF THE HIGH IMPERVIOUS COVER OF11ON REQUIRES w
OPEN SPACE WITHIN SWIM BUFFER - 10.40 ACRES BMPS TO BE DESIGNED AND APPROVED IN ACCORDANCE WITH LOCA1IOPI8 OF THESE EA8@uIBNiB SHALL BE Sheet
TOTAL OPEN SPACE PROVIDED - 34.51 ACRES o CHAPTER 110E THE TOWN OF CONRELIUS ZONING CODE. STREET TREES SHOWN ARE ILLUSTRATIVE IN NATURE AND gHpyyN ON THE CONSTRUCTION ppCUpAENig
U ONLY SHOW THE GENERAL INTENT OF THE ORDINANCE. FOR THIS PROJECT. C2.0
L
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~ E n w ~b s e~ ~ a
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w too+t L9~ 100+1 ~ I E -I P ~ ~ w ELEV= _ - - LEV- I I 100+1 ~ ~ 73s.o6 I I 6 L 16 7 L108 y ~ \ . ~ / 736.0 / > l , / W ~ / ~ 100+1 y y / \ O /
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/ 82 \ / 00 ~ 66.10 ti ~ ~ / 36.95 w w w w ~ y y ~i +1i `y y 0 ELEV= / 2 ~I v O ~ ~ ~ 10 y y / ~ U
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~ ~ o• / \ \ v I / 98 0 ~ / .v ~ • ~ ELEV= ~ ^ ~ o \ J
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i / h / \ ~ \ ~7 \ P / \ / / 01 1 ~ \ / ~ ~ m n \ ) 270 ~ r
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\ / \ \ \ / o T 4 ~ / \ I / , 735.92 > / I / / / , 100+1 ~ u ~ ~
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S ~ / OPEN SP ~ I I ~ F I ~ ADDITIONAL SIGHT ACE ~ I I r TYPICAL s4 f ~ J 7 ~ ~ I 2 4 ~ / / 35,65 O DRIVEWAY - - - \ \ / \
F ~ I / / I I ~ ~ TRI NGLE ~ I Ih ( 1 ~ I 112 113 WITH PARKIN a ~ I I C' I I G ON AL NG 0 1 1 f' ~ I I Igo I C2.3 ENTRANCE ~ \ \ I
y I I I STREET PER LOCAL TREET 6 R R90 1 ( I `O 7 I ~ ~ ~ 123 1125 t cl"' I I I AT ALLEY 6~0' ~ ~ 180 \ W ~ < ~ . 26y13 \ 00 >
L__ \ ~ 124 Q~ ~ , ~ J ~ / (CATEGORY 1 STREEy) PERP 4 / ~ I f w / \ ~ - t \ ORNELIUS ORDINAN ~ \ L - - I 70.99 50.0 g5, E PG. 7-110 C2.5 55' / 1 T \ ~ / / ~ \ y CA
\ ~ .45 45.0 4 ~ 184 ~ , 2 ~ '0' --I
~ 1 r / TYPIC ~ S \ ~ y EIP ~u~np AL
R100 le~l ~hwo ~y - / IS100 ~ ~ 11 11 1 1 1 PARR 1 ~ / 1 \Qp, ~ ~ $ LLEL ~ \ >W A Sp , \ r' ~ c PARKING C2,3 ~ ~ ,
SPACE o \J , P\'0 ~ : ~ ~ F" L
/ ' 9% / / ` 185 / ~ , / ~ ~ ~ ;OSa ~N. / / 9 ~ , C-608 ~ =
7~ r , 126 • 0 5 . 1 ~ , U ~ / / J, 1 - so,o so.o 70.0' s1.7t' ~ ~ ,
so.o ~U o - J /195 , / \ r N ; 2 : 2 ; ~V ~ \ \ ay- /
~ \ III I, I ~ ~ P I -I l r r ~ I,--- I , / ~ ~ r
\ II 127 I I ~ I I I , , \ \ ~ I I I I I I I I, , \ \ I I I I I I ~ y i ~ ~ ~ I , ~
y ~ 11 I I ~ P I \ I p I I I I I I r \ \ / I I I I I I ~ , ~ 1 I l ~ \ ~ 20 ~ f 179 1 \ R30 / ' \ \ ~ / ~ / ELEV= ` ~ ~ \ ~ ~ I• f 731. 4
~ ~ ~ ~ 128 I 129 I 130 I 131 , P < I ~ II I I I cn 132 I~ I 134 I I \ / i ~ I I , I I I I 135 I 136 , / ~
111 \ - ~ I d P I I, I I, I I I / y ~ ..I I I I I I ~ ~ II / ~ \ I, I I I I ~ r R32 , ~ ~ \ f
~ I,I ~ ~ II II + / TO BC I t 1 ~ I ~ ~ J J ~~~~uu~~~ / , ~ t r ~ 30' 1'
/~N ~ k ~ I L----~ I L_-- f ~ L I I I 0~ / \ ~ ~ P I L---J I L I I I 7 --J I L----~ ~ ~----J I 187 / / ~ - . f ' ~ , ~ o ' ,
oo'/ ` - I' I I I ~ I \ \ / i / 1 PN so \ / I 1 ,
y ~ / ~ ~ N(~ELlNL ~ • , r f ~ C ~ l l TO BC , I 1 f \ / l
I EIP ~ _ _ _ EIP BENT ~ < ) !7 ~ BENT ~ / / #o s ; \ \ 4S . ~ 189 I . .o hl '~92
\ I ACCESSIBLE S 8 4 0 9 4 , 1o IE 1036.30 \ 2 RAMP I P U f\ r 1 ~ ' ~ L ? \ \ / f TYPICA y, .
/ \ I C2.5 3 C2,6 P I CURB & o \ \ \ TYPICAL I I t ~ ° \ I / \ ~ J \ I GUTTER ~ ~ 1 3 ~ 4S ~ / ~ r ~ ~ ~ ~ 2 RIVEWAY : i0;;•' c~: \ L , ~ J I ~ TRANCE r ~ \ \ , \ ^ 1 ~ AT ALLEY ENS V ~
~ / ' ~ ~ _ I YPICAL ~j C2.3 EN , P~ .
'YI BUILD ROA I / ~ D AS CLOSE TO PROP I I / \ i \ 500
~ WITHOUT GRADING ONT ERTY I ~ L I ~ 0 ADJACENT PROPERTY I ~ ~ i ~ ~ STOP I I \ 3 191 / • 177 / ~ ` ~
APPROX. 10 OF PROP R I I \ F ~ E TY LINE OR ~ ~ ~ EXTENSION BY OTHERS P I I t ~ \ 137 I, ~ 230 / ~ \ .o , e \ ~ , \ \ ~ \ 4 ~ w \ /
° `J 0 ~ v ~ ~ I~ , o' ~ / ~ r 45 0, ~ / \ \ \
° IN ~ 0 S 1 y ~ ~ P I / ~ ~ / 231 ~ ~ /
~ I i ~ \ ~ \ \ , /232 ~ \ ~o \ r \ 9 r o ~ ~ / R32 / \ ~ '~6 / / \ \ The use of these drawin s
/ / / a \ To / 3 / / without written permission
13F / / ~ ~ \ 138 ~ ~ 12 ~ ~ ~ I / / 33 1 ~ g from the architect en in- ~ / ~ 9 \ ~ 1j / \ / 9
f . / ~ ~ 229 \ / / / 1 / ~ 175 eer is rohibit o ~ / , \ , ~ / \ P ed. Violators \ / ~o ~ . \ ~ L / , ~ / / / \ will be sub ect to le al < \ \ R30 L , , ~ Abp / 1 9
/ r / ~ . \ \ \ / ~ / ~ ~ octi / \ ° / \ \ \ / ~ ~ 197 ~ ~ ~ on.
TYPICAL / ~ ~ ~ d'/ ` ` I 1 ` n \ 174 /
PARALLEL 1 / PARKING C2.3 139 ~ 228 \ ~ \ / \ , ~ / / ~ \
SPACE ~ \ ~ / . ~
\ / o o \ \ ~ ~ ~ X21 ~ \ / \ \ ~ , / \ , \ 1 ~ \ ly ei \ /
1 ~ \ . ~ , / ~ . J \ ~ ~ / I ~ \ . ` ~ a 234 ~ v ~ ( , I 30 / h' ) 4s , 173 \
/ ~ m L 22 I a r .o r < ~ . \ , n \ I I \ , n \ \ li l r \ i
°D / 140 / 140 / ~ o / ' \ \ \ 450 ~
~ /o / ~ ~ ~ 201 2 / a/ 2 ?l\ I o ~ / \ 1 ~ / \ / ~ / \
l r' I ` ~ ~ / / 1 / \ 226 , , s \ I I , \ / \ ,
sp ~ / flD ~ . ~ / ~ , , \ / ~ _ / 199 ~ , ~ . \ 1 I / 259 \ Ot \ \ / C2.5 \ ~ ~ 0 0 \ ~ \ k~4 R175
~ / m o/ 35.82 ~ ~ h'/ / 17 I N
/ / 141 / m m / ~ a \ ~ ~y. \ / - L ~ 249 \ \ / , ~ 202 s9~.. 236 1, I ^ / o ~ ~ \ \ •2~~ ~ R32 . ~ J / / a' ~
~ /o ~ / ' ~ ~ o~ o 225 ~ . \ / ~ti \ Rao \ ~ ~ o. , ~
- / 36 BC BC / ~ ~ J
~ ~ ~a
/ ~ / / ~ 203 237 < ~ r' I
cL / ~ 42 / ~ o ~ /q \ 224 \ o r / 1
~ o t ~ r~ O / ~ \ h / 1 1 I Oi 171 \ / \ q. ~ ao I Z m
~ ~ \ J ~ ~ ACCESSIBLE / ~ I' + I / ~ ~ 238 2 OPEN SPA I 247 ~ ~ ~ I Q \ 204 2 CE , L ~ RAMP ~ 15 - I ' ~ I
/ ~ ~ J 3/8" PER FT 3/8" PER FT ~ / ~ ~ r ~ ~ \ 2 TO BC ~ Z , 223 ~ ~ \ . \ o TYPICAL C2.6 \ ~ _ _ L I U
CROSS SLOPE CROSS SLOPE ~ / 5' 6' ~ / o
g l~ C / o PLANT STRIP ~ LA ~ 32 PAVEMENT IK PLANT STRIP % ~V ~ / ~ Z U / \ , r; 239 ~ - 30 I '1 I`~ Q" J
` ~ ~ / ~ar~ ~ ~ 55 0 SIDEWALK 2.0 (2) 12 LANES 2.0 SIDEWA ~ ~ ~ ~ ~ 205 34' ~ 246 I o o ~ J Q.
VALLEY VALLEY LK ~ / ~ ~ ~ CURB/GUTTER CURB GUTTER ~ / ~ ~ ` ~ \ 222 ~ \ o . \ / ~ - \ o ~ i o I I \ / ~ • ~ ` ~ r I ~ ~ 170 N o ~ ` ~ I l ~ ~ / roe 1 r - ~ I t-.. . a: -
, / ~ 58 RIGHT OF WAY h' o l v 7 .l l I ~ _J Z W / o ~ ? ICI I _ i I ~c~_ h \ ~ 1 CURB & b I ~ - L_ W m Z
/ ,~1 ~ / / / \ 20 GUTTER 240 i I I ~ I 1 - - - ~ F' O 206 c2.s ~ / I I ~ ~ ~ - ~ - _ o z
' V ~ / o C o~ ~ : o• ~ L 221 o TYPICAL ~ ~ 241 I t I _ ~
NOTES: / ~ ; J ~ o / \ ~ / I 2 . \ ~ ~ J 7 ~ 11243 I I h o o / , 6.67 i i I a I I O~
1. SEE DETAIL 1 C2.6 FOR CURB AND GUT ~ ~ TER / ~ / . / \ \ , . 1 J I , 244 I o l l~ 1 \ .l 9 60. ' - _ J I I In r0 169 J O I \ , 7 o L. , 245 „ ~ I
/ C 2. SEE DETAIL 6 C2.6 FOR SIDEWALKS ~ / 22 L \ \ 207 C2.5 w - - , 1, 0 45.0' ~ - - J I > W Z W
\ \ 220 ~ \ o F a ~ ~ / \ 46,0 l _ / - W y Q
. ~ / ~ 3. SEE DETAIL 7 C2.6 FOR PAVEMENT CROSS SECTION ~ o o / / ; / OPEN SPACE ` , - ' o ~
4. USE ONLY FOR CONNECTION AT END OF PINE LAKES DRIVE TO PROPERTY TO THE SOUTH 5. _ W Y
~ ~ ~ / ~ ~ I~ i 1 4 ~ dl Z \ 2 "r. C2.5 5.0 ++ro o ~ W / n' ~ ~ - 45~
146 252 I I r _ -~,0' I 50.0' mina' L I
\ \ I I 3_ - - Z o \ _ - < (2669 ? 1 1
oo 58 R W 21s CROSS SE \ CTION (LOCAL STREET) 268 I I /"l 1 s rJ of I I 267 1 1 W
1 266 11 1 1 I o- I 2 0
N.T.B. / I of \ , \ 209 y I I 1, I _ n167
\ / , 2 -I ? ! 253 I I I I , _ _ _ _
0 217 ~ / 147 ~ o 17 1 f II I?? _
f / co R30 R30 ? ° / S4 1 r\ \ I 1 I I r- \?r 2 IfI I I 1 264 t o
- - / wr \ _ J I L l 210 11 I o
;---7 127.5 R32 -7 _j R32 --J _ _ o I 166
TO BC TO BC 0 254 ! - I I 55 I 3 1
32 ~ ~ - C 263 o
r 25 / / II i 1 - 1 5
/ ~ ~ / 215 / (215 / 255 I I I I I C.) P / / / / I , 165 / / / I I i I I III II I ~
w \ / I III I I 0 w
/ / ~ \ e S0 . / 214 l l I, I III I I L i _ sp \ / / \ ! I 259 260 261 I _ a vl
o. "ol 'o• N/ 213 (257) I I I I I I 2 = ~ / 212 ~ • ,
11 66 / e 4 . or~.l l! l III II I I I I II /
/ 149 ) . • e l , l I I L T/ C2.5 I I I / o Pro ect No. FR / 2 L _J L--JIL--J L---j o
' EIF:I`,, 60 2 ONT L I ` 61.62 2 - - - , 1 4 64 79.01 6.0 45,0 46,045.0 6 / I
51665 90'
lol 3 i 1 1 1 1 1 .,pypp 1 1 1 \ I
41 (15O a / ! pp, 0 ~t \ \ BQ 'o, r - - - - - - - - - ~ \ \
0 \ / R21 h~ / \ ~ \ I Checked by MVS \ I
lll~ / 6 q / ~ / 5 \ \I Drawn b MVS o y8
6 S Ik N, 1 ! 60.0 15.244, 5 .46 60.0 6. ' 60.0' 60.0' 60.0' S3. ^ \ Date Drawn 08.06.02
3 EIP 1 F - \ \ 163 -I r ~ r -I ~ \ I Revisions
N 7` / I I I I I I I I I I I I I I I I I I \ I NOTES & PARKING PER TOWN
15e 152 I I I I I I I I I i \ COMMENTS - i 7 I $ 1 I I I I I I I I III III I REMOVE WA 154 J 155 1J6 162 \ C S AN A NOTE / 153
'o / III I 1 I 1J' 1J0 177 \ 2 PARKING ONE WAY ,T-it 7, I0, 00 I I I I I I I I I I I I I \ I / IfI I 1 J ( \ \ 3 EMO PARKING A IN S OAD
J GRAPHIC SCALE \ I I I I I I I I I I I I I I I I TY -NOTE PER 4 < I I I C2.2 I I I I I I I I I \
7 •6 I I I I I I I I I I I I I I I I \ I CLIREVISED zovwm ENT RE ESL-1.16.03 \ I I I I I I I \ I
U 60 0 30 60 120 240 I - - "I-___J L____.J L _J 1 L_ J L___J L___J LJ L___J L__-J __J 5 CITYGOUNTYR f NEW ' p ` E:3.08,03 NTY CO
C9 ~ 5 ' \ 6 10. 9.03 C2.5 3
liJ - - - - - - - - - - - - -1- - Sheet
EIP EIP ' 4 W
o 1 inch = 60 ft. 0 2 BUILD ROAD AS CLOSE 0 §R~P~P 859.23 WITHOUT GRADING ONTO ADJACENT PROPERTY
1 6) STOP APPROX. 10' OF PROPERTY LINE OR
EXTENSION BY OTHERS
J

i
i
\ \ I t ~ °r r ~ r^ i r y,~ ~ y ~ y y W ~ ~ y y y yr W x c ~ ~ , \ \ ~ ~ ~ I
\ ` E I , v/ ,v ~ w y 40, 8 tti,,.,, ~ I ~ ~ I y E \y' ~v W ~v ~Y \ \ ..r' ~ ) ~ 9 , DRAINAGE 3TRUCTt~E 3ChIEDULE STOF~uI PIPE SCHEDULE i ~ ~ ~ ~ ~ V
e ~ I . ~ ,a 1 / p r / ! - V.. y ~ ~ I I I 1 \ e ~ 1 ~ \ 1 ~ i ' / ~ ~ / / ~ ~ l / r ~ ~J~ y/ r~,:. = e= r - \ / I I ~ . o~~."„ ~ y ii ,r~ ~v \ ; -yam ~ 3 3. FROM TO SLOPE C 1 /33,4 y TYPE OF TOP(STRUCT) INVERT DETAIL LENGTH DIAMETER ~ i
~ \I \ r,. 1 / r,,,~ W / ....o..' "'''y 4' y735.VL S ~ Y y l \ 1 - ~ 9 N0. MATERIAL _ ~ ~ \ ~ STRUCTURE ELEV. ELEV. REFERENCE N0. INV. N0. INV. FT IN. f ( ) ( )
~1 S e ~ to ~ ` ~ ~ 44.40 9 C5.4 79A CP 0.63 0 ~ ~ 70 FES 747.00 7 798 748.73 748.60 20.50 15 R ~
~ W rn J ~ ° 752.85 744.55 1 C3.9 79 15 RCP 0.80 'rn
x 731 e~ 72 CB 79A 748.70 748.10 75.00 H
\ '^-'l r .O / ` y'°.~ y' J r/.°'' r 1 / / /r e a... ~ .v'"' I I (~I 11 Q1 y, ~V ~ ~ \ j 7 32.6 ~ ~ 73 CB 752.85 744.75 4 .10 20.00 15 RCP 1.50 Q ~ I ~ ~ ~ ~ ~ , ~ 78 749.40 79 7 9 _ ` w ~
~ ~ ~ \ 74 CB 756.95 746.20 79 747.85 77 747.30 100.00 18 RCP 0.55 o
~ 75 CB 757.00 753.50 77 747.20 76 746.95 46.00 18 RCP 0.54 ~ - / r. ~ / ~ ^ ~ U
` ~ ~ 76 CB 756.85 746.85 76 746.85 74 746.70 29.00 18 RCP 0.52 L ~ N
t 'e t / \ / / J / ~r ~ it J r d I 1 ~ ! / I y v 'd w ~ \ r ~1 .r r,- r,// "._....e165. , I III l,~ l I ~N t~ 6e 4y ~ / / ti t 7 77 CB 754.90 747.20 75 753.50 74 752.50 51.00 15 RCP 1.96 0 ~ U
/ ~ '`k~ ~ 752.90 749.40 4 RCP 0.60 Q w v z ~ 78 CB 74 746.20 73 744.85 223.50 2 ~ i
~ ( ~ 79 CB 753.00 747.85 72 744.65 20.00 24 RCP 0.50 00 a~ 73 744.75 Z ~ o ~ ti~ ~ 73 a~.~ ~ ~
D '~I.. 1 RIP RA / ~ r r / o ~ y ~ \ 2 6J J .t ! / / / i x \ ? f r r / \ ~ 79A CB 752.33 748.70 72 744.55 70 744.40 30.00 24 RCP 0.50 w o i
A E~ ENTAIL x 1 / / / / / / j 1 N \ / ' ~l w ~ ~ y ~1' ~ 5. ~ I 1 , / / r, ! r I j ! d ~ 99 I / 1 ~ y y \1 .4 \ ~.6 \ N ~ 8 1 1 VAN. ~ ! i^' ~ / ! 1 ~ ~ i ` ~ y V+ W ~V ~ ~Y l 4.6 ~ ~ 79B CB 752.23 748.73 ~ ~ s ~ W ~ 733.9 \ oo v L
~ PIPE ) Vr. / / ! / I l II ~ ~ x ~ ~ x \ 89 753.50 88 753.39 21.50 15 .RCP 0.51 N ~ s ~ l W Q
~ ~ ~ ~ 73 .00 9 C5.4 RCP 1.87 ~ ~ U ~ ~ 80 FES 738.50 3 88 753.29 87 750.95 125.00 15 ~ ~rW~ ~ \ a~
y W j 1 ~ 80A JB 752.50 733.24 2 C3.9 87 750.85 86 749.69 116.00 15 RCP 1.00 a ~ 73 .9 ~ ; o
y y \ ~ x / 81 JB 755.78 735.90 85 749.99 86 749.84 29.50 15 RCP 0.50 ~ ~
~ I / ! / r' / I I 101 y y w w C A\ 1 2 ~C / //l r r I 111 I e \ W y ~ y / Z ~ n 731. ~ 82 JB 759.36 746.70 86 749.59 83 748.71 88.00 18 RCP 1.00 -o
I 2' ..0. / _ .r , / ,,,....r 65. ,-I (r I t ~ r y 735.3 y ~ ~ 83 JB 756.58 748.60 32.00 60 RCP 2.19 ~ 735.3 ~ 84 749.50 83 748,80 0
\ ~ I \ ;~t ~,r! \ 1. rr ~ / ! 1 1// / °r gee y xy y y xy ~ ~ ~ ~ ~ 84 HDW - 749.50 5 C3.9 748.60 82 746.90 325.50 60 RCP 0.52 J ~ w ~ 83
.e ~ / ~ l J \ y r \ 85 CB 755.01 749.99 1 C3.9 / .y 82 746.70 81 746.00 121.00 60 RCP 0.58 ~ .V `V `V .r ..+b \ 6
6 $6 CB 755.33 749.59 ~ ~ 92 747.10 92A 744.95 73.00 15 RCP 2.95 0'
131.4 y x ~ y ~ x 87 CB 756.52 750.85 92A 744,85 94 744,10 57,50 15 RCP 1.30
y ~y y CB 757.00 753.29 15 RCP 3.45 _ L 88 93 747.65 94 744.10 103.00 ~ I
~ ~ e ~ 730:`1,1 89 CB 757.00 753.50 ~..r- 90 741.75 91 741.65 19.00 15 RCP 0,53 .y~(~ y i
~ 5 x,11 ~ ~ ~ I / ,I' / - - ~ 90 DI 748.50 741.75 3 C3.9 91 741.55 94 741.45 20.00 15 RCP 0.50 ~
743',_ 72 ~ ` U / / f ~ ( / r e ° s ~ 91 CB 748.85 741.55 1 C3.9 95 740.70 91.00 18 RCP 0.55 ti ~ ~ ~ 1 94 741.20
~ ~ ~ 1 92 CB 752.96 747.10 95 740.70 96 740.20 100.00 18 RCP 0.50 i l~ /
n 755. 1.1 \ 19 r t / 73 ` / , ~ r / III ( 21 / / / ~ 9TJ ~ } J / 92A CB 749,87 744.85 98 747.75 97 747.05 96.00 15 RCP 0.73
~ / 1 / / l ~ J / / / / ~ 93 CB 753.02 747.65 97 741.75 96 740.85 82.00 18 RCP L10
1 _ 11 95 / / \ \ I ~ ~ / / / ~ 94 CB 749.07 741.20 24 RCP 0.56 / ` 96 739.70 99 739.10 108.00
I \ ! / r / / / \ ~ 1 I C r ti ~ 1 1 / / r i 1 ~ l / 6 95 MH 750.00 740.70 1 C3. 0 99 739.10 100 738.35 146.00 24 RCP 0.51
ti ~ / / - _ J!/ I ~ t / 1 f 96 DI 751.53 740.85 3 C3.9 100 738.25 102 737.74 103.00 24 RCP 0.50
ti \ l ) l a ~ l FT ~i 1 ti \ J \ / - ~ N I ~ I I / / 1 / //t / 1 J / / / / 97 DI 750.47 741.75 101 745.00 102 744.75 23.00 15 RCP 1.09
~ F 7a \ x ~ ! / I t ~ /s I 5 • 113 \ I 91 93 ! / / I ! • l / / / / / 34.6y-- f„ 98 CB 751.34 747.75 1 C3,9 102 737.74 103 737.05 131,00 30 RCP 0.53 I i
F 77 / ' - I / 90 / / / 1 / / / 1 / / / ~ 99 MH 755.90 739.10 1 C3.10 103 736.55 81 735.90 130.00 36 RCP 0.50
/ i ~ x \ I o f s 81 I j j/ 1 / / / / / / 100 CB 751.00 738.25 1 C3,9 81 735.90 80A 735.34 112,00 60 RCP 0.50 ,a' ~
y~ l 114 ~ 1~,6 e ~ \ ~ ~ ~ / f I j t> 1 ~ ~,5 ~ I 7' / ~ L l / 0/ ~ l I / _ ASSO~ ' l i / / / ~i 101 CB 749.34 745.00 48.00 60 RCP 0.50 G~•••""'•••. ~ i
/ \ 747.E ~ `f ~1 ~ j / l / / / / - 6 80A 733.24 80 733.00 ~ ~ wR~E~ ,•9~, / F Efi ~ 102 CB 749.34 737.85 , W,
/ 47 ~ \ I f I t I ( ~ 75 ~ 75 . \ ~ , ~ 0 o c sos ~
1 ~ e r I! / / l / r 103 CB 751.61 736.55 6 104A 746.00 104 738.00 114 .18 RCP 7.02 .Q. f r° ' "
4 e ~ / 1 2b / \ ~ 7 I 1 1 7 1 ~ \ ~ e v ~ ' 85 / / I j ~ ! f / l / I ;Z ~ i ~Yi 80 ~ r ; ~ ~
l/ /i < 104 FES 739.75 738.00 9 C5.4 197 748.90 196 748.78 22.50 15 RCP 0.53 o
~ e ~ ~ V 7 1/Ij l/ l / r ) 104A FES 752.50 746.00 196 748.68 195 741.25 130.00 15 RCP 5.72 l/ ~ ~
28 ~ ~ ~ 74 ~ s3 . / - I / ~ t t ~ / r / 195 741.15 193 734.80 132.50 15 RCP 4.79 / / ,r
/ / / 190 MH 737.38 727,53 1 C3.10 194 734.80 193 734,68 22.50 15 RCP 0.53 l /fir'' ,r I
~ - ~ ~ / 1 ( l / /1 \ I ~ 88 ~ / I ~ / .r rr 191 CB 735,03 731.19 1 C3,9 193 734.58 190 733.85 41.00 15 RCP 1.78
/ ~ ~ l e e l ~ j r / 04 / ` 191 A CB 735.10 731.19 191 731.50 191 A 731.29 16.00 15 RCP 1.31 ` S oo' ~ CA ' ~ ' 1
\ e e I I f / ~ l e 1 1 1 1 82 , \ I I l ~ ~ ~ ~ e e e I 1 U j ~ I,~ ~ ~ , ~ t 1 ~ 1 1918 CB 735.50 730.90 1 1 7 1 22.50 15 RCP 0.93 i 192 731.50 9 3 .29 ~ p • ~ ~
ri e e 1 ! ~j I C I ~ j 192 CB 735.03 731.50 191A 731.19 1918 731.00 35.00 15 RCP 0.54 ' ~ i
e F~ ~ ~Q ~1 1 I - ~ I I - -r / fi r ~ v I\ ~ v 1 ! i I i I ( ( 76113 x E ~`1 ~ I I I I / r 193 CB 738,32 734.70 1918 730.90 190 730.25 97,50 15 RCP 0.67 ~ ze
r ~ e e x e 1 1 4 I i # s ~ 194 CB 738.35 735.00 202 733.00 200 731.70 20.00 15 RCP 6.50 ~
k ~ ~~:7 ~ w.. \ I 1. 3 I'n'k I I / i l , r r x \ \ ~x 3~ I 13 I e ~ 1 I I I 1 II / e 0 r 195 MH 744,80 740.90 1 C3.10 204A 734.22 204 733.05 63.00 15 RCP 1.86 FR FY D~
~ e ~ / 1 1 7 38 1 i I J I t ~ i I goo-f4R , e I I r- ` I ~ ` ~ I W.3:E, I I / x I I 196 CB 752.40 748.80 1 C3.9 205 733.25 204 733.05 21.00 15 RCP 0.95 r 1 r 197 CB 752.40 749.00 732.08 144.00 18 RCP 0.50 ~0•Z°l'o3
v ~ / ~ ~ i ~ ~s.o 7 e I l l s 204 732.80 203 l
I ~ i : j ~ x I f > /1 ttl JI 0 J ~ ~ 198 CB 734.22 730.70 203 731.98 201 730.05 323.00 18 RCP 0.60 ~
/ - - ~ 7 l \ 11 1 1 I 1 ` / r 199 CB 734.22 728.84 201 729.95 200 729.83 22.50 18 RCP 0.53
t A A A v / , l i / r ° / f 199A CB 734.85 728.45 200 729.73 199 729.34 76.00 18 RCP 0.51
e ~ / I v v \ / / / ~ I 1 ~ ~ t I ~ _ - - ~ \ ~ \ 1 ~ 1 I y 1 / / ( III I a ~ ~ 0 / / l 200 CB 735.35 729.73 198 730.70 199 730.58 22.50 15 RCP 0.53
/ ~ ~ I ~ 1 1 / / / / / / i ~ v v / / ~ l 1 1 11 I I / ~ / / 1 ~ ~ _ - ~ 1 ~S 201 CB 735.45 729.95 58.50 24 RCP 0.50 ~ 199 728.84 199A 728.55
/ / ~ / / f I f / ~ ~ ~ ~ ~ I I I 1 11 I I / ~ t / 1 / / t ! i r / 1 ~ 1 ~ I !I ~ / J/ l/ l /I 1 I i ~ tl 202 YI 736.50 733.00 6 C3.9 1 728.03 84.00 24 RCP 0.50 ©copyrignt / 199A 728.45 90 ~
/ ~ ~ / / / A \ 1 ~ ~ / ! / / / III { Ck 1 A / 1 , ~ ~ ~ ~ I I I I I 1 2a / / / / / / 768.5 I I ( I / x r ~ / ~ ~ 1 ~ ~ I ~ t 1 ~i~-7/4 ~ / / / l i f 1 ~ _ • % ~ 11 / The use of these drawin s / 203 CB 738.97 731.98 1 C3.9 190 727.53 206 725.00 156.00 30 RCP 1.62 g y, rr o, / without written permission
/ ~ ~ I l I I (1 l / / x ! 1 1 1 1 ~~2 / 768.1 I / / ~ ~ \ I I I l ~ i ~ / l / / I ( r ~ / 1 1 ~ ( ~ l / I / / / ( 1 III 1 1 '2 i 0 204 CB 736.59 732.80 206 724.90 207 723.96 189.00 30 RCP 0.50 from the architect/engin
/ 7fi9 '~l~ ~ ~ I I I 1" 'T / / / I 1 1 oV ~ \ \ 1 I 1 1 1 / L/ / l ( f 1 ~4 ~ ~ / eer is prohibited. Violators 7 77 734.22 P 0.55 will be subject to legal
x / r / J I I O t/ / 1/ f I t ~ / 1 / ! 11 I / i 1 e - 204A CB 73. 207 723.86 208 723.25 110.00 30 RC 205 CB 736.76 733.25 action,
206 MH 735.65 724.90 1 C3.10 210 729.00 211 728.75 91.50 18 RCP 0.27
207 CB 733.98 723.86 1 C3.9
r
210 FES 733.00 729.00 9 C5,4
211 FES 733.00 728.75 9 C5.4
- " ` r 1752.8 / ~
/ p III ~ ! ! 1 l I 1 e / ~ I I 1 / / r _ e , _ _ _ _ ° _ _ -'r' / / l l III ~ 1 e l t / ! I 1 / / / / ~ f - ~ 1 1 ~ I I 1 ~ t I f f I t = I t I 1 ,r'f_ .,.1 r ~ - r r- f x_ i r x / r NOTE: THE FOLLOWING PIPE SECTIONS WILL BE 0-RING GASKETED JOINTS ~ c _ ° /
II I \ 1. I \ t / / / I l I i t 1 i l~ \ 1 ~'t A! l 1 I 1 f ( rr I~ I~ 755,1 ~ II ~ ~ ! 11 t I \ /r/ t I / I I / I 755,1 \ ~ ~ - / CB 208 TO FES 190
I A \ t l e .moo!/ f / 1 / f I I V ,..7 l 1 \ v~ ,~i ( f 1 1 1 I i I t ~ / CB 74 TO FES 70
I 733.0 \ v ~ I J r I/ 1 I ~ A\ I 1 1 i I l / I I I I / C / I \ 4 I 4 x 1 1 \ / ~ ! I ~ r ~ .7 I I ( 754.5 56.3 6,3 ~ 753.6 JB 81 TO FES 80 5 f
l I I I ~ ~e~ ~ / p / / I I / 762/ v ~ l t (r r- /.o / I 1 I ( 754.4 I I I I i I ~ .e x ~ ~ ( ~ K.., / 1 4 ~ ~ ~ ~ \ ~ / ~ / ~ x e ~ 1 s \ r I .8 r.....
/ / / x 42 I r ~ 75'6 1 ~ e~ ~ / I I I ! 1 - - - - ~ ~ 1 I _ 1 r ~ - t x ~ /r ~ r O~~ - -
~6.1 x - ~ I , - \ ! S8~8 34 2..E . I ~ \ _ r -
° - _ _ ~ \ CB = CATCH BASIN DRAIN BASINS SHALL BE BY ADVANCED - ~ ~ _ ~ \ DI DROP INLET DRAINAGE SYSTEMS, INC. WITH 12" SQUARE CAST I {
I _ - _ g Tom' - I I - ~ 1 / / \ _ _ _ _ ~ r 753 _ - - - - 75 -a - - _ Z
x 73 ~ ~ sl' _l . ' 7 757.9 \ ~ ~ - - / X _ x x _ - _ MH MANHOLE IRON LOCKABLE GRATES OR EQUAL UNLESS / - ~ W _ DB = DRAIN BASIN NOTED OTHERWISE. t
f/ 7 5 r I I 0 E i..C 'I I i I ~ ~ I ~ 4 ~ I/ / - ~ _ I 1 YI - YARD INLET J
o
/ ~ 735. ~ 1 0 2 e ~ - e ~ 1 / \ \ ~ I / ~ ~ Z 0. ~ f `~-h~j,.-- DgADING NOTES. Q e o`?`
~ \ I _ e \ _ - - ~ - PAN FOR RELATED NOTES. I~ ~ 1, REFER TO THE SITE L U
i 732.E ~ I I I I I ~ / \ ~ - ~--7` r ~ ~ s - r~`~, ~ Z
I / I ~ ~ ~ r ~ - - - - - / 734, 3 / I 1 1 ~ \ , ~ r , _ _ a..- _ ~ 9 g ~ 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. - Z / ! 1 1 ` Z a_ ~
t ~ I I - - \ / ~ ~ { 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO GROUND J ~ 0
~ ~ ~ ~ ~ ~ BREAKING. O i,
1 e ~ ~ I pq e , , ~ _ v ~ v ~ / - - 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND / ~
~ j CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. W m Z '
g ~ r t \ , - I III I I ! 42.6 , ~ . ! - e • 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 0 Z ~ / r ww_ 44
' / ~ ~ ~ I L A ACK TO EXISTING GRADE. ~ } /j 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TR NSITION B W
I 733.3 x \ r lr e \ \ \ \ / / /f ° I ` T F I NG AND PAVEMENT SHALL BE COMPACTED TO MIN. 9896 STD, PROCTOR, FILL IN LAWN AREAS 1 j O
l \ 0 \ \ \ \ \ ~ / 7. ALL FILL WITHIN LIMI S 0 BU LDI J Z ~ / - _ - P FI ATtONS FOR MORE INFORMATION. > W Z
~ SHALL BE COMPACTED TO MIN. 90~ STD, PROCTOR. REFER TO STRUCTURAL PLANS AND S ECI C / w>Q W
~ / ~ / - ~ 8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER ~ J i
~ / / ` NG RE UIREMENTS. ~ J / GRADI 4 - r \ ~ - W Y r ~ W I
733,4 ~ F 0 ~ ~ / e _aao Y ~ ~ ~ ~ / 9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING Z ~
v I I v le r _ - ,c ~1 / , PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE W ° ~ ~ N THIS CONTRACT. ~ / ~ ~ ELEVATIONS TO BE COMPLETED U DER _ a
\ ~ ti > I
1 ~ 1d. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS O
0 199 TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
1 x 731.6 I 8 / l V 732,E l
\ \ 11. ON-SITE BURIAL PITS REQUIRE AN "ON-SITE DEMOLITION LANDFILL PERMIT„ FROM THE ZONING ADMINISTRATOR. Z
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE.
W ~
7 8. IS, 7`3 , 2 \ l t 7 8,4 \ i 13. ALL CMLDS STD. NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS < MANUAL.
9 IN.
730.2 X72%9 27 ),-737,6 \ - _ / 14. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. ,'737, 6
731.4 \ x - y y 1s . . ( \ / ` x 15. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON / { f
\ Y/ y y y 1 \ DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 45 DAYS.
lie '44,6 191 W 733.9 \ \ / 0.2 . { 11 { l// ~ ! i
\ \ y <v-- -d - ` y y \ 91 ^ \ X 73 \ x l \ \ I , f ,J \ _x l 16. PERMANENT STORM DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE CITY/COUNTY UPON REQUEST. THE CITY/COUNTY WILL w -X - - i _ { { F~ ACCEPT RCP SYSTEMS ONLY. THE EASEMENT MUST ADJOIN THE RIGHT-OF-WAY AND HAVE A RECORDED METES AND BOUNDS
/ ~.2 72 _~r~~W I \ \ \ \ N 8.4 8.4 DESCRIPTION.
731,9 VI PROPERTY OWNER. 'o w i
729.`/ < \ A 1 L 1 I { 11~ _ 17. PUBLIC STORM DRAINAGE EASEMENTS ARE TO BE MAINTAINED BY THE INDI DUAL o- vii I ' # i;
752. \ \ \ f 728,9 I i ~l1 {{ll_~~ c 18. PRIOR TO GRADING, THE CONTRACTOR SHALL CONTACT THE ZONING ENFORCEMENT OFFICER TO ENSURE THAT ALL TREES MARKED
y 735.3 x \ \ ! ti y l / r l 1 \ TO REMAIN WILL BE PROPERLY FENCED OFF FOR PROTECTION. ~
19. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT Proiect No. I I
~V / / \ / \ C 27 P / I Q ` ~Iff OFF SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS, i i
y \ I I 4~ \ r \ i J ( x \ y y \ C I 7 { {III P 20, PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN CORNELIUS ARE TO BE MAINTAINED BY THE CITY IN 51665
14 \ I \ \ I N 1 - \ y x x x'730,9 \ / W 0 d / \ 29.0 728.1 \ 0 j { { l AN ON-CALL MANNER. THE CITY WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM DRAINAGE { tdl! EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. 1
w y - t I > J f 11
730"• 21. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL Checked by BSW { { I I r REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
732.1 ~r M i1 M Drawn b BSW
\ 1\ \ \ / w - - I l l r 22. MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON Date Drawn 08.06.02
(D jt 7 1 THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. Il ; ~ l l { Ii Revisions
1 J/ vvv~ T / 7. W 23. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL ! ~l l li x i i
9 l( f l y 1.7W v y vv ti 72 / 1/ / INSPECTION TO MECKLENBURG COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH CORNELIUS SUBDIVISION ORDINANCE. NTY COMMENTS - 10.07.02 119 DE
~C-F 354 i24. RETAINING WALLS DESIGNED FOR CRITICAL AREAS ON BASEMENT LOTS WILL BE PART OF THE BUILDING PERMIT AND WILL REQUIRE I CURB TO PROVIDE SIGHT ANCE PER COMMENTS 111.02 5 AS PART 0F THE B UILDING PERMIT. GNA DESIGN ASSOCIATES WILL NOT REVIEW THE STRUCTURAL STABILITY OF THE SED GRADES tPER PARKING REMOV i
A PE SEAL _ At PROPOSED RETAINING WALLS AND DOES NOT ASSUME ANY RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF SUCH WALLS. IT DLO GRADE SWIM BUFFER
KR WILL BE THE RESPONSIBILITY OF THE OWNER TO RETAINING THE SERVICES OF A QUALIFIED ENGINEER TO DESIGN AND SEAL THE Cu T RE UE T i t6.
/ I( /~v v v vvv V v \ I I i l WALLS. SED JB 83 TO C8 PER COU TY BggypT 2.26.0 i
THE MAINTENANCE OF THE WETLAND PONDS AND THE OPEN SPACES WILL BE THE RESPONSIBILITY OF THE HOA OF WESTMORELAND ROAWIN D - 10.29.03 25. i
SUBDIVISION. GRAPHIC SCALE
LOA\ 1 Sheet ~ 60 0 30 80 120 240
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DETAIL GRADING PLAN OF BMP WET POND ,y3 ~ Q.
z~ SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS SYM. BOTANICAL /COMMON NAME QTY. SIZE COMMENTS ~ W ~ W ~
SHRUBS WETLAND PLANTS ~ a I ~o Z
CORNUS STOLONIFERA 24"-30" FULL CONTAINER j
COST 25 5 G ONT MATCHING SPECIMENS CASP CARER SPP. NA W W Z RED OSIER DOGWOOD C ~ SEDGES ~ Q
~~.,uu<.x uem. c,o M.. VJ~w-I HAMMAMELIS VIRGINIA 12 24"-30" FULL CONTAINER ~ J
HAVI LEMNA SPP. NA ~ Y WITCH-HAZEL 5 G.4L. CONT. MATCHING SPECIMENS LEMN F-
DUCKWEED Z
ILVE ILEX VERTICILLATE 21 24"-30" FULL CONTAINER W 5 GAL. CONT. MATCHING SPECIMENS LEERSIA ORYZOIDES ~
WINTERBERRY LEOR NA RICE CUTGRASS ~
I IAll1[O A ~[A17MA1 . _ n an" CI III PAAITAIAI[O O _ .
LIBL uivv[nn ovircvnv 15 L4 -au , v1~ wi1 ina¢rN LG
\ TOP OF WEIR = 742.0 SPICEBUSH 5 GAL. CONT. MATCHING SPECIMENS NULU NUPHAR LUTEN NA n- SPATTERDOCK _I
MYRC MYRICA PENSYLVANICA 43 24"-30" FULL CONTAINER
BAYBERRY 5 GAL. CONT. MATCHING SPECIMENS POLY POLYGONMUM SPP. 1530 SF
SMARTWEED
W
t0' LITTORAL SHELF 10' SCPU SCIRPUS PUNGENS 1055 SF GENERAL NOTES: COMMON THREE-SQUARE Q
EMERGENCY SPILLWAY ANTI-VORTEX TRASH 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. VALISNERIA AMERICANA THE POOL AREA SHALL BE CLEARED. VAAM 755 SF
RACK BOLTED TO
N.T.S. TOP OR RISER - TOP OF BERM ELEV= 740.75 ELEV-744.0 BERM WILD CELERY IF IF BE 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL 744.0 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
SPILLWAY BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE ZAI ZIZANIA AQUATICA 1775 SF
ELEV.=742.0 CONSTRUCTED THROUGH FILL SECTIONS. Q WILD RI W CE ~
TOP OF RISER E--- 3 U ~ 3 w
ELEV=740.25 3 1 1 00 w
1 EMBANKMENT FILL MATERIALS FREE OF ORGANIC MATTER AND D_ v1
SLUICE GATE VALVE W/ RISER STEM AND ATTACHING DEBRIS, PLACED IN 6" LIFTS AND COMPACTED TO 98% OF
BRACKETS 16" OC n MAXIMUM DENSITY PER STANDARD PROCTOR AT OPTIMUM MOISTURE CONTENT. FILL MATERIAL SELECTION AND
3" DIAM. PIPE WELDED TO FACE OF PLACEMENT SHALL BE IN ACCORDANCE WITH THE Pro'ect No.
5' 30" DIAM. RISER AND EXTENDED DOWN VALVE BOX RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
INTO THE MICROPOOL A MIN. OF 6" ASSEMBLY 51665
TOP OF BERM= 739.0 NV= 3 - NORMAL WSE= 738.0
7 738. o SPILLWAY ELEV.= 738.0 APPROX. 12 LF - 12" DIA. CMP 0 0.5% Checked by RTF
CONC. HEADWALL
0 2 ALUMINIZED STEEL TYPE 2 2 12' 12' v 1 1 NEENAH R-7512-B NEENAH R-7512-B CMLDS STD. 20.17 Drown b RTF/MVS
CAST IRON GRATE 1" ALUM 2 CAST IRON GRATE 2 . STEEL FASTENED TO CONC. r\/ o FASTENED TO CONC. EQUALIZER PIPE 1 Date Drawn 08.06.02
to COLLAR FROM FOREBAY COLLAR \fi 18„s TYP RIPRAP APRON Revisions SEE CMLDS 20.23
TO MAIN BASIN a dw = 10"
18" 18" dwa = 18" 1 CUR Qc DETENTION - 1 7 P
v = 7 = INV=732.40 INV=732.35 BOTTOM ELEV.= 732.5 BOTTOM ELEV 732.50 Ai I' ~ IN I 62 LF OF 18" ALUMINIZED Si 12"C"a THK = 27" 2 B N11 H S M -1 ALUMINIZED STEEL CMP AT 0.567. L - 20' PCEORU N
-8. 0 W- 22' 3 COMMENTS - 11.21.02
r INV ELEV=732.0 SLOPE= 0%
0 CONCRETE COLLAR
CONCRETE FOOTING FOR RISER ALUM. STEEL ANTI-SEEP ° INV. ELEV. - 7325 -6.5'x6.5'02" THK. WITH 1000 COLLAR, TYP.; :P
° WWM WELDED TO BOTTOM OF WELD TO PIPE Sheet
U RISER. z -e
w CONCRETE COLLAR AT BOTTOM GRATE MICROPOOL AND RISER OUTLET DETAIL
J FRONT VIEW N.T.S. °
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U
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_ HIGH POINT STA = -0+ .31 _ _ _ _ V
~ I STA = -0+26.8 C - c
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A.D. _ -3.90 HIGH POINT STA = 2+35.87
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~ ~ ~ ~ 00~ ~ n~ n °D r n ~ ~ n ~ ~ r` ~ ~ r` n ~ ~ n ~ n n ~ r from the architect/en in- 9
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-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 00 5+00 6+00 7+00 8+00 9+00 10+00
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 10+00 11+00 12+00
HIGH POI T STA = 35+96.8 ~ . o
PVI TA = 36+14.22 Z
.D. _ -5.20 Q
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k41n, 30i I. Job Pro'ect No.
361n, I
-7 r- Q I uz_ 762 51665
Checked by BSW
I
- Drawn b BSW j
734 Date Drawn 08.06.02
3 Revisions THE COMMONS BLVD PER COUNTY COMMENTS
WESTMORELAND LAKE DR v 10A7.02 PER COUNTY COMMENTS
C - - O 34+00 TO 42+9521 - - - - - 10+00 T012+ A8 10.29.03
SCALE: 1" = 4' VERT. SCALE: 1" = 4' VERT.
t0 1" = 40' HORZ. Lo 1" = 40' HORZ.
a _
V ~ _ ror to O N _ N 00 00 1-, 00 Lo 00 N r oD N r OR r M O U1 U1 O co O 04 f OR M 10 Lo OR co
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r r r r r r r r r r r r r r r r
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34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 0 42+00 43+00 10+00 11+00 12+00
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V ~~p - HIGH POINT LEV = 762.72 N _ _.Y__ Q -
_ r^o0 U
VPI STA= S A = 12+53.12 (n ~ N VPI STA= EV = 763.05 ~ ~ ~ ~
O~U N 1,.. Z
K = 33.93 ~
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A ~ p W N N N N N N N N N ©Copyright N N N N N N N N N o~ M The use of these drawings
a ~p~ ~ ~ lV •1+1 mod' NN ~ ~ n ~ r ~ ~ ~ ~ ~ of ~ a~ ~ d ~ ~ ~ ~ ~ ~ ~ N ~ N ~ N without written permission
t ~ ~h d d IA ~ 1A p N ~ N ~ ~ i[) p IA ~ ~ ~ ~ ~ so co co co so from the architect an in- ~ 9
eer is prohibited. Violators will be subject to legal
action.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+00 21+00 22+00 23+00 24+00 25+00
POINT 74. HI H POINT STA = 1 73.35
I STA= ELEV = 5.Q6
A.D. _ -5.00 0 VPI STA= STA = 22+ 6.74 Z
- - Q A,D. _ -7,17
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210.00 vc W Z ~
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VPI STA= STA = 6+87.61 ~ N r VPI STA= ELEV 765.31 ~ ~ II II N?, Z LL ~ +M Wm z
N ~ / ~ h ~ O
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Z a N a Pro'ect No.
2
H 51665
HARB'%tw.)#R WALK DRIVE K DRIVE S ~ Checked by BSW
- 13+00 TO 25+00 Drawn b BSW
750 SCALE; 1" = 4' VERT. 1" = 40' HORZ. VERT. -0'HORZ 750 Date Drawn 08.06.02. .
Revisions
o PER COUNTY COMMENTS
v M07.02 DRIVE PER
0 0 2 PROPERTY UNE TM T 05,15.03
LO co W
LO
I'll 3
h I~ r r M r M m N m ul)
to t N 01 N co d t~0 dC4 OCN ~N Mpj tna (04 co 1~ 0)p 4 to r~ p, C4 'd^ n~ C-4 Uj coa 0400 rui ~M Sheet
CO(O (00 f~ I~ r n to t0 CO t0 10 s0 CO LO p LJ n r` r m m m m m m Lo N 14 20+00 21+00 22+00 23+00 24+00 25+00 '
J
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 0
0 a U
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
HIGH POINT ELEV = 772.00 v
= 1 47 C ~ VPI STA 1 +0 . 5
VPI ELE = 773.72 ~ •
_ ~ ~ N
O N K 28.57 W ~ 0
20 .00 VC ~ ~p~ _ Q ~i
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LWPI lV= .43
HIGH POINT STA ~t 51.01 VPI STA = 2+30.2 ao
VPI STA = 1+ 7.2 = m ~ ~ ~g°
K = 26.67 z M ~ A.D. _ -3, 0 N ~
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15" SCALE, 1" SCALE. 1" = 4' VERT. ,:'o~;
1" n t ~';~GliVc~:• 1 = 40 HORZ. Ry 5
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15"
Mo M°' n~ n°° Mao o~ a°f c°i n~ ao n o .rn .n ~ .n o .M .N .n .N .n .~i ro o ~ ~ N ~ ~ o ~ n ~ ~ ©Copyright ~ N . o . v, s? o r ~ 00. r` r0 0l ~ $ • a! • a I` The use of these drawings
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eer is prohibited. Violators
will be subject to legol
action.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
25+00 26+00 27+00 28+00 29+00 30+00 0+00 1+00 2+00 3+00 4+00 5+00
_ - ~
VPI TA = 2+10 Z Q
o -
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N 'f M - V ~
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II N LOW POINT TA = 4+65.20 J • • ~ Z - o ~ C~
II Wm z
~ a~ > + VPI E V = 751.55 I' O i N _ ~ Z
II N W W W [n n. ~
W ~NU~ . ~ ~ ~ ~ O~ Cpl
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H in _ in 748 w I=
e„ - Pro'ect No.
51665
7774 734
HARBOR WALK DRIVE NORTH SHORE CIRCLE Checked by BSW
Drawn b BSW 000 TO 550.50
25+00 TO 30+46.28 -
SCALE: 1" = 4' VERT. 1" = 40' HORZ. 77 4 C) SCALE: 1" = 4' VERT. Date Drawn 08.06.02 1" = 40' HORZ. 740 Revisions
0- PER COUNTY COMMENTS r _ 1 10.07.02
BOR DRIVE PER 2 PROPERTY UNE JUSTMENT 05.15.03
p
to 726 m
to
3
d d d d t0d ppd d Od 00 O N 01 r hn N 01 P7 r - to r~ O~ r0 00 to r~ tO~ ~n ~h O~ .000 ~o -7 d . 00 U) d Lo ; Sheet
ro h C4 to O io0 do d tclN d0> d dco M O cA N d d d r- rd P, qt p, nM r in co rrn to r~ r~ rn to r~ rn r ~ r rrr
25+00 26+00 27+00 28+00 29+00 30+00 0 0+00 1+00 2+00 3+00 4+00 5+00
0 a U
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+00 8+00 9+00 10+00 11+00 5+00 6+00 ~
- 0+00 1+00 2+00 3+00 4+00 -3+00 -2+00 1+00
V
HIGH POINT LEV = 766.44 - ~ HIGH POINT A = 3+35.39 C rn c
w •L.
VPI ELEV = 768.94 O ~
A.D. -8.15 W H ~
4 a°'i ~ w
~~N
(n M
0 N - _ .c ~ U - ~ (n L d' N
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LOW POINT ELE = 752.21 w W ~ ~ Y/ 00 0 U
ice/ ~ ~ J LOW POINT STA -1+83.64 J ~ - W N ~ r
~ / / \ VPI ELEV = 750.93 - ~ 0
A.D. _ .55 i ~ ~ a v
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~ 01 r.~0 r,ln O M O d r N o M o ~ o n o . M g o'a o~ The use of these drawings ~ ~ ~ ao . N . a o, • m ~ ^ ~ ~ without written permission
M ~ O CO 0~~ t0~ aN 'r0 .r .N N .~F r• tp M ~ ~ 10 ~ tp ~ iA ~ ~ ~ N •t a ~ ~ ~ M n'~ from the architect en in- too oN ~ ~ n~ ~ ~ ~ nr / 9 m ~ ~ n
N ~ ~ d' N~ ~ ~ r0 rm rt0 rf0 rlp rtp r10 ~0 r r r r rr r r r r r eer is prohibited, Violators will be subject to legal
action.
+ 7+00 8+00 9+00 10+00
_ - 0+00 1+00 2+00 3+00 4+00 -3+00 2+00 1+00 5+00 6 00
19+00 20+00 21+00 22+00 23+00
1 +00 14+00 15+00 16+00 17+00 11+00 12+00 3 18+00
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SCALE: 1" = 4' VERT. Q Z ~ - VJ
1" = 40' HORZ. z U a W
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N + J Z / M VPI STA = 22+47.01 M 'a O -
vPl si TA = 1 +91,56 + W m Z VPI S / a n VPI ELEV 765.00 II F- O
VPI E VPI ELEV = 38.18 a OZ~ Q K= .84 ~ ~ WWI
k K=35.9 / W a-~
/ U O / 69 w O ~
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LOW P T STA - 13+70.7 V) 0
746 VPI TA . 13+65.56 H x Q.
ri pi -7
A. D. = 2.15 K -=6 i i i
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150.00 VC - IA N
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V) RCP BEYOUN Pro'ect No.
30 CP B / EY ND
1 1 730 51665
O \
730 1 Checked by BSW
r• _
Drawn b BSW
Date Drawn 08.06.02
W~ 30" Revisions
COUNTY COMMENTS
a U I ~ 10.07.02 AKE PINES DRAE
z PROPERTY N ADJUSTMENT 05.15.0
0
o ~ _ 722
722 LOW RISE ARCH I EX T. 12" S.S.
r '
RISE=8'-7" Ln ^ N N ~ O O 01 ~ Of tn N I~ O dos t0~ Nr Oj K11A a d a Sheet
•p M M N O IA X00 oln IpM .-n ON pn ON hh rN .11.1 0 0) a) Ifi In Lo to M N N M t 't N I N t0 N ~D M n d0) ~d 00 ON N nO ~O h r r
cp OD h co MN MN 00 NM M N hM h toM h IlM hM nM hM tp hM ~ hM hM hM n n h M
N
23+00
16+00 17+00 11+00 12+00 13+00 14+00 15+00 ~ 18+00 19+00 20+00 21+00 22+00
0 0
a U
J

-3+00 -2+00 VPI sTA= STA = -t+46.73 _1+00 0+00 1+00 2+00 3+00 VPI STA= ELEV = 782.17 4+00 5+00 6+00 7+00 8+00 9+00 I
I 4
______w__. 100. 0' VC
C ~
w
Q~ - ~ ~ !
N O W rn i
O ~ ~ _ Q ~ ~ W
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~ VPI STA= ELEV 773.09 V ~ ~ O MN >
_ _ ..~y _ 0 pD - .s ~ N U
w ~ M - a K - 43.3 L ~ ~o ~
~ ~ 125.00' V ~ n _ O~U N
1 X ~1 w I II _ _ _ _ _ _ _ q v z
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a + ~ _ ~ n o ~ f 0
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O ~ ~ ,D, - -3.00 ~
K = 33.33 ~
' i;N;:
W N J VI +
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~ ~ O 00 Qa ~ ~ m____..a., LOW P INT ELEV = 753.19 _ _
\ ~ ~ ? ~ ~ ~ o N co m d' LOW P INT STA = 8+17,9 -c`i r m
1 UM ~ - - 3
~ / _._.a,._,~ y~ ~ ^ W II II VPI S =ELEV = 751,05 _
~2.00 ~ v~i > A.D. = 7.25 _ ~ w N q,
- ~ ~ W ~ ~ 0 275.00' VC
m
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SCALE: 1" = 4' VERT. / Q " • „
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O~ O~ 00~ O~ play 00~ n~ N~ a0~ aDn f~ t~ r 01 .F N O M N N~ a O O PYr 9 ao ~ ~ ~ o ~ o ~ M ~ N M , rn o ~ ao j ~ N , M , o , N The use of these drowings 1 I
ao w ao o ao °D ao n co o n n n nn nn nn nn nn n~ n~ nn n~ nn n~ n~ n~ nn n ~ ~ ~ m ~ m ~ ~ ~ ~ ~ ~ N ~ without written permission ~ ~ ~ rt0• ~ ~ n ~ n ~ n PROP. 7~" P n ~ n ~ r ~ from the architect/engin- I y
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will be subject to legal action.
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
I
10+00 11+00 12+00 13+00 14+00 15+00 16+00 i 16+00 17+00 18+00 19+00 20+00 21+00 I f
I 1
HIG POINT ELEV = 76 ,59
_ + ~
HIGH P INT ELEV = 758.5 VPI STA= ELEV = 761, 9 p~
VPI ST =STA = 11+15.30
VPI ST =ELEV = 758.92 K- 185.64' VC
_ LOW POIN ELEV = 755.58 ~ ~ LOW POIN STA = 14+01.15 ~ _____u___ LOW POINT STA = 20+46.92 p _ _ Z
K = 28.33 _ _ Q
VPI STA ELEV = 755.24 ~ A,D, = 6. 0
_ o _ U f
s Q~ N ~ oM, ~ xo 1.50'VC ~ =n 220.00 C - sn ~ a U
_ 4 d i Z W c ~ W 1
• O D ~ tD M COl Q O Z ~j + + ao O O H Q c - - ~ i Q 01 Q / O M N ~ ~ O J ~ f f
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f~ w M W U Z+ UI + J iA to ^ ~Z~
m W d J W Q W F- W N N W M n n ~ W ~ w ~ ~ ~ W ~w d ~ W_._____._ W W (n W ~
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w w
EXISIING 1 " 742 o w o: x
742 a. W i
{
i
Pro'ect No. 1 1
I f
51665 i i
ROSALYN GLEN DRIVE Checked b BSW
- - 9+50 TO 21+00 Drown b BSW ~ I
SCALE: 1" = 4' VERT. Date Drown 08,06.02 I I
1" = 40' HORZ. I i d
0 Revisions i `f
PER COUNTY COMMENTS i
PER COUNTY COMMENTS 2 10,29.03
co
to e
to
lj~
NM MiA to CD M~~}} ~t0 ~M r~- X00 0co NIl 0h ~P- I~ U1 d M •h 00 N Ci . N W .00 1~ 'r co _~r Or C)~ rM N~ OR Of NGO iA 00 I
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N ~o ~ p~U ~ I STA = -1+74.5 Q L~ Z ~ ~
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A.D. = 3.50 _ _ _ Z m O U
- K = 28.57 ~ ~ ~ p ~
T ELEV = 754. 1 - HIGH INT STA = 21+84, S r~^/~ N t V/ 00 0 U
W Nor d'(nU Q
- - ~ N
VPI TA= ELEV = 755.0 - " t - - a N - C7
A.D. - -5.50 N M ~ V r - Z N
155.00' VC - - I V _ ~
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21~F00 TO 25+06.99 • „ _ ,
SCALE: 1" = 4' VERT. SCALE. 1 - 4 VERT.
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©Copyright
~ nM r7 d N n M co ~ N ~ ~ M N ~ M The use of these drawings . ~ • ~ without written permission
~o 0o cow ao~ .ao ~ ~ _ N ~ or--- r to so ~ ~ ~ - ~ n n~ r m n n n ~ ~ n r, from the architect/engin
~ n ~ eer is prohibited. Violators
n nh n~ n?N` rr nr n~ rr n will be subject to legal action.
-3+00 -2+00 -1+00 0+00 1+00
21 +00 22+00 23+00 24+00 25+00
4+00 0+00 1+00 2+00 4+ 0 5+00 6+00 7+00 8+00 0 3+00 0
0+00 1+00 2+00 3+00
i
0 _ Z
Q
- HIGH POINT STA = 1+60.10 - =~1~3511- U - ~ Z r~^/~
N N I = 75 .91 - VJ
r ~ A.D. _ -3.70 Z 0_ U W ~ J
+ ~ POINT E EV = 750.63 Q O J LOW
a a 12 00' VC a LOW POINT ST = 2+06.97 _ _ ~ •.~Z ~ C7
u~i ~ VPI STA= ST = 1+97.97 a ~ VPI STA 5+00,10 - _ - ~ W m Z ii VPI ELEV = 750,03 ~ N M ~ O I
d N ~ ~ Z
A.D. = 9.10 II II II Ww- ~ K = 6,96 _ + ~ ~ ~ ~
> = f~A N ~ ~ Q 182.0 ' VC ~ _ - ~ N tD ~ d i ° ~ I
VI ~ ~ d' a > W O J ~ a ~ >WZ
Q / ~ + ~ O f. N - ut W > Q
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sin- I FIELD VERIFIED f
IS'n G 10" --A P,
-7 A A5 L E
746 a w EXlS G 10
GAS IN - - F U
W O W 18" Wt.-
SEPARATION 181n. 1a m i
I- RIFIEE) ON 10,f'f,'02 k 10
Pro'ect No.
I
GAS LIN EXISTING 10
738 51665 I
738
Checked by BSW
WINDJAMMER CIRCLE WELLINGTON VIEW ALLEY _ f Drawn b BSW
• 1" = 4' VERT. SCALE. SCALE: 1 4, VERT _ Date Drawn 08.06.02 k .
1" = 40' HORZ. 1 - 40 HORZ. Revisions E
PER COUNTY COMMENTS E 1 10.07.02
2 PER COUNTY COMMENTS 10.29.03
L
0 0 730 n
0 co n
to 730
M pN ~p ALo to 0 p N 1 ~ NX00 - N 17 Sheet
3 M M 00 N M tD O _ cD M h pp 0~0 D1 M M O h mt0 MD h0 MN O~ M + d M _ N u~t Lo Lo ~ Lo ~ rn to
U) Ul LO tf) h N F., LO N in ~ LO ~ M LO n to r w a d d LO h h h h h h h n LO to n hh h~ h~ hr hh hh hh h h
w h a -
1+00 2+00 4+00 5+00 6+00 7+00 8+00 00 3+00
2+00 3+00 4+00 0+00 0+00 1+00 0 f
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HIGH POI T ELEV = 763.87
J
VPI A = 1+60.76 VPI EV = 764.85 ~
HI POINT ELEV = 7 .42 'r
= 28.18 - :0;(
1 5.00' VC STA= ELEV = 76 .96
~0 0 N O K = 29.23
~ ~
+ 17 W + h N
~ ~ ~ II ~ ~ + ~ N ~
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SCALE: 1 = 4 VERT.
DATfTl! ELa'Y 7S6 00 SY F ~0 .,,Rr ~ .
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SCALE: 1" = 4' VERT, n0 ~0~0 ~N .N ~M M .N t .N ~
~ 1" = 40' HORZ. t0 ~D t0 ~ t0 i0 n ~p n nn nn nn nn n ~m m n n~ ~
n n n
IAN Old N~ ~ rpN ~M ~ ~M pppp .~0 .OD .N .f~ Oi .N .d d ©Copyright
O t0 ~ tp ~ tp tp ~ ~ ~ N nn ~ ~n ~'0 ~m ~n ~n nn n The use of these drawings without written permission
from the architect/engin-
eer is prohibited. Violators
will be subject to legal action.
0+00 1+00 2+00 3+00 4+00 0+00 0+00 1+00 2+00 3+00 4+00
D Z
d
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LOW P NT STA ~ 2+61,67
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Pro'ect No.
51665.
Checked by JCo
BISCAYNE COVE ALLEY
Drawn b BSW
742 - Date Drawn 08.06.02
SCALE: 1" = 4' VERT. 1" = 40' HORZ. Revisions
- PER
10.07.02
SHIRE ALLEY PER 2 PROPERTY LINE EADJUSTMENT 0 5.15.03
0
x
x (D C) M W M r N co n 0> , O O N r 0 f~ .N OM OJ to to Mr 1-1 . x
x nto to ON N NN NN N N NN in N toy t0 X n ~U n~ F, n r P'W Pr. ter. ~n
x Sheet
w J
0+00 1+00 2+00 3+00 4+00 0 5+00
0 a C4.9
U

- 1 l
I ' I ! '
r r~ ~ ~ I 01 ~ 1 } LEON c } ~ r I/ l _
/ ~ ! S c a ,1 ! l 1
e ~ \ / / ~ RIM= 32.25 1 T ~ Q~SCRIPTION: ` I SYMBOL: QE AIL• ~ r ~ ! ~ l f ~
V 3.75 ~ ~ II W o ~ rn
! 5 C5.4 STABILIZED CONSTRUCTION ENTRANCE F' ~ 1 l / ~
~ ~ 1 4 I - ~ 4 ~ I w
~ 3 I r w ~ ~ *'~`o - ~ 3 C5.4 ROCK CHECK DAM cn ~ - \ f ® / N
~ ~ ~ o/ \ " ^ RI BASIN 5 ' ~ \ ~ 1 I 0 00 \ / v ~ _ ~ I / s U
SEED L 7 C5.4 \ ~l / , \ l \ i \ o 1( / 0 -~~w / OUBLE SILT f 4 TEMPORARY SILT FENCE ` o ~
~ BOT. DIM = 40X120 - ~ ° 1. ~ ~ r ~ _ ~ DOUBL SILT FENCE - TYP..\ ~ TOP DIM - 25 138 ? 1 ~ ! o~ ~ \ ? f z
\ TOP ELEV. = 740~s "SEE TAIL 6/C5.4 W/ THE 1 i ~ Q \ I l I ~
\ ~ BOT. ELEV. = 736 PRO CTION FENCE ALONG ' ~ / ~ 60 RISER ~ /'S M AREAS. \ ~ ~ 1 / I PROP SED MANHOLE °o ~ { L ( ~ 0 Z cn o v
r ARR ~ \ \ l I B EL ~ \ \ ~ a ~ ` 1 / I ~ ~ a~ a t \ I, w o \ 11 I - -
~ \ / ~ \ \ \ \ PROPOSED FLARED END SECTION L r i ~ ? D to ~ o ~
t \ 1 W
~ / J / / \ `ti J / / / / T A N 7`~ \ , I }RISER BASIN 9 ~ / d' U Q \ \ , I M / 1 SEE DETAIL 7/C5.4 ? ? 2 C5.4 TEMPORARY SILT DITCH
f / / ~ SEDIMEN BSI ~ 1 / r,. i SEE DETAIL 1 /C q 1 / ~ T ~ \ BOT. DIM = 200 X95 a c
1 ~ ! 1 / / f BOT. DIM - 15X1 / . F 1 1 v ~ T 218 X113 Q , 1 OP DIM ~ ~ M T ~ I T E V. = 728 1 3 ¦ ~ ~ ~ ~ ¦ LIMITS OF DENUDED AREA
1 ~ i X3 . ~ / 1 s ~ ~ ~ TOP Q M 35 , F OP LE \ q C I ~ Z S` S; s BOT. ELEV. = 723.5 ~ 18 RCP -p
~ I// / / r i ,r ~ l / o / r r - ~ LE . - \ y 2 F ~ \ ~ EXISTING STORM DRAINAGE LINE ~ F I 48 RISER FT » o
/ / f / L FE CE BA~FL~ ~ ~ \ Y ~ I 36 I BARREL ~ ~ ~ \ PROPOSED STORM DRAINAGE LINE ~
\ \ I 1 ~ I o soo-- EXISTING CONTOUR LINE ~ \ ~ \ \ \
C s r r \ \ { \ 1 ~ o -----soo PROPOSED CONTOUR LINE \
I ( / / r 1 ` ~ \
I ~ \ ( ~ 1II l I / 1 \ \ e \ \ / ~ 1 \ \ \ 11 1 STRUCTURE ID TAG / 9~ 11 I F\ v \ I
I I / / t \ \ / \ /Il 11 l \ v L I \~1 {
I /J/ l / s r \ \ t { PROPOSED SLOPE DRAIN ~ \ l 1 , 8/C5.4
11 l 1/ rr l/ / / r v v ~ v v l c~. r' \ ~ ~ it \ \ l 1 ~ ~ I
I ! rr rl 111 ~ ~ _ v 1 r - - \ \ V l ~ N r r \ ~ 1 ~ I \ ~ 1\ l I
\ \ \ rr \ ~ ~ 1 \ o ! 4 C5.4 PROPOSED INLET PROTECTOR ll ~ \ 1 1 / 1 \ i 1 \ Ir
I t ~ r r ) \ \ f 1 I I\ \ I \ \ \ \ ~ ~ ip II
1 1 i r ! ` 1 f ! / I ! ~ \ \ ~ ~ ~ / PROPOSED TREE PROTECTION FENCE
I Ij -f r r ! ' \ \ ~ ~ ~ - ORANGE BARRIER FENCE)
I r t ~ 1 1 I IV ~~OUBLE SILT FENCE - . \ I
1 1 /1 - ~ r_ \ t i ~ J ! 1 rr ~ / r I /Ill / 1 1 1 1 I \ ! / r ~ 1 \ S~? TAIL 6 C5.4 W I / i ( / / \ \ SILT FAN BAFFLE ~ 1'RO (iil N FENCE ALONG \ I I
l 1 I I 1 ! 1 ~ ~ -SWIM\AR ~ ~ • ~ /liqu
• ~ I l~ 1 r ( l l ! \ I I \ r 1 1 / / \ ~ ~ ~ I i GENERAL NOTE: \ \ ~ _ ~ 11
!I ~ ~ ~ r„ / 1 / f / w ~ ~ > / / I / 1 \ \ \ Jil MAINTAIN A 2:1 RATIO OF LENGTH TO WIDTH IN SEDIMENT BASINS. \ \ \ \ ~ P
1 ~ lI h TM-- ~ ~ r l / / l r ~ ~ } Il t ~ \ \ ~ I!( USE BAFFLES AS NEEDED TO MEET THIS GOAL (TYP.) ~ \ pSSO
11 ~u N h 11 r , i / / / i \ \ \ ! I I G
.h I ! / / ? / / / / 1 ~ V f / / / / / ~ i I ~ I I / / \ ! \ \ ! I MAINTAIN TREE PROTECTION FENCE ALONG THE SWIM BUFFER FOR : ~i;',~+° ; ~I~SER BASIN ~ \ ~ 1L f ll~ : cu: \SEE DETAIL 7/C5.4 \ ! THE ENTIRE LENGTH OF THE STREAM ON SITE FOR AREAS OF . a ; ~ ; N ;
4A r / \ ~ / ! C-608 » IeoT. DIM = 12o xs ~ 1 f DISTURBANCE.
1 1 i ~ ~ I / / I i ~ I Qw U~ ~ r ~ 1 / l I / / r ~ \ TOP DIM 140 X80 I , 2 ~ . ~Y ~ ?
1 !I '~w - rX~ ~ l/ / / / l r ! I1 Qw 1 7~ ~ / / / / \\\TOP ELEV. 745 STABILIZE SE TREAM' ~M~~~ ! DOUBLE ROWS OF SILT FENCES ARE TO BE SPACED 3 APART AND • ~ ' ' / ~ \ 'BOT. ELEV. = 740 ING I N V~ 4' 4 ~ •
1 / ~ ~ r J l 1 / l I / / / 1 l ! I h' ~ / l I! I / I » ,CROSSING AFTE ~ \ ~ RISER / X17.63 10 FROM TOE OF SLOPE. TREE PROTECTION WILL BE PLACED 1
t 1 l l ~5 , _ r / / r r I~ ~ ...~4 J I ~ 1} I 1 ~ f r 11 1/1 / / f ~ ~ 6 A REL COMPLETED WITH I ~ T GE OF SILT FENCE. ~''~n~~u~''~ i ~ ~ _ ~RIPRAP -1s DEEP ~ I \ OFF FRON ED
~ ~ ~ - - r, r ~ ~ j f i j i ~ ~ ~ - , / I ! 1 ! "SILT CE BAF~ti \ LTER F l /J
I 1 ~ - ~ - r I / /
} ~ 6 r r / / / / I ~ \ ~ .DENUDED LIMITS \ ~ ~ R
~ 1 l i i l 1 ! r i it
~ 6 ~ 1 . , r _
1 \ I \ ~ 11 D• - \ ~ \ \ \ o. •
/ / / / /,o r / / / ~ i ~ \ , ,1 \I 1 \ 1vv A ~ ~ \ SILT NCE - TYP. 1\ \ . • •
l l r ~ ~ ~ l / / ~ ~ / ~ r ~ ~ 7 \ \ SEE DE AIL 6 C5.4 \ ~ 1,`1\ g~ / / \ / 1 \ ~ f ~
1.- i-- \ / / / - - - \ l ~ 1 c,,. ~ / \ l \ \ ~ 1 11 . 1 v ~ ! i~ it ~v~L l
\ ~ 1 „ 1 ~
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>r \ ~ \ 11 11 ~ v 'v v 1 1 Ill ll
~ r 1 ! r )III 1 ~ ~ a \ \ 1111 llti ~ - _ \ 111 \ i 1110
~ / l / / / / I ~ ~ r r ~ \ 1\1 ll 111 >Rg
/ r~' / l / / / / e r r _ ~ 1 / / / / 1 /r / ~ \ \ t l ll i The use of these drawings ~ - I \ `1 l ill' without written ermisslon
I / / / / / 1 I / ~ ~ / ~ \ L 11 III p / e \ l Ill from the architect/engin-
l / 1 / lI I l// \ / i ~ ~ \ 111{11 ll 1 1 eer is rohibited. Violators
~ i ~ I I I ! / / III / / ~ ` ! r r r / 1 ! ( ~ ! 1 / ~ / s L. , ` ll l{ will be subject to legoi i ~ ~ ~ \ ~ /l I tion. ~ ` \ \ l11 1111 l ac
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~ / / ~ TAIL 1 C5.4 U I / ! I I SEE DE / z
i ,s / ! f I BOT. DIM = 100 X15' 1 I / ! I I / / / TOP DIM = 130 X35 Z 0_ U .J
I \ r I / l) i 1 ~ } / / / I TOP ELEV. = 751 ~ J
~ / / 1 BOT. E EV. = 748 1 O I 3 / f ~,4 ~ _
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E~ t r -SEE DETAIL 2/C5.
w 0 Li
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Pro'ect No. A**
DENUDED LIMITS i \ 1 ~ ~ ~ ~ ? / INLET PROTECTOR - TYP. N , \ \ \ ? \ / l\ (
SEE DETAIL 4/C5.4
_AL ? / ? r'` o s rr
- / ' ° ? / / f Checked b MVS
lk.
r° ° ? ? Drawn b MVS
d \ \ \ \ \ \ SEDIMENT BASIN 6 - Dote Drawn 8/6/02
u i, \ \ I 1 SEE DETAIL I /C5.4 N 1 t T 'X35 - - / _ 1 1 BO .DIM 60 _ \ h - - Revisions
- - - J - - co m TOP DIM 100'X55
N \ \ \ ( t TOP ELEV. 759 1 Revised pion per count
OT. ELEV. - 7-54 \ - ° O \ CHECK DAM - TYP._ - _ _ SEE DETAIL 3/C5.4 _ _ r ~ comments 10.07.02 s rr/s r I RISER i
I to ADDED BAFFLES _ " A ? ' °j / ? 2 P COUNTY COMM 11,11
ADDED OUTLETS ON SED, BASINS 3 COUNTY COMMENTS 2.28.02
N 4 REMSED LOTS AND SWIM BUFFER PER COUNTY COMMENTS 3.06,02
0 5 REMSED LOTS ALONG SOUTHERN
O GRAPHIC SCALE PROPERTY LINE 08,26-n.3
O 4 U Sheet so o 30 ao 120 sao
^C 95
LJ J LL ( IN FEET) •
O 1 inch = 60 ft.
Q
U
J i

TOP OF DAM
REMOVABLE TRASH RACK IS OPTIONAL FOR EASE IN MAINTENANCE.
Stake T CMP RISE ANTI-VORIEX PLATE C ~ WELDED 0 TRASH RACK ~ C
w (6' MIN,) 2 X 4" wood frame RISER CREST 2 2
F py 1 1 w •Q) r , ~
TOP OF BERM 1' MAX, 2' ° ~MIN~ CMP PERFORATED RISER O N Y SEDIMENT CLEAN OUT ELEV. W CD C
1' MIN. DESIGN HIGH WATER 1.5' Fabr ' FREEBOARD(MIN) e a ~ Fabric (REF TO NOTE 3 OF GENERAL NOTES) X15 WASHED STONE FLTER
SPILLWAY CREST maX Q al w RIP-RAP APRON ~ N
v Z U ~r`O ~ N
SEDIMENT STORAGE 1' ~ - -I I I- _ _ DISCHARGE PIPE O 00 - _ I-I ~ _I ~ CLEAN OUT STAKE-~- ~ ^ N U
MAXIMUM LEVEL OF SEDIMENT 12" ~5 W SSTHEO 2 _I I I-I _ _ = I_ COLLECTED CLEAN BASIN OUT CLEAN OUT STAKE _ ONE -11 8'MAX, - - - - - - Z2 • • ~ L~
( -III=1 - I I=11 I=11 WHEN THIS LEVEL REACHED) N -i_ 3 - = I= 'III-~f-I I I ~ -1 I I-~ I I-~ I I- - ~ BOTTOM OF BASIN I
r min. N I - Q W vZ ~ III-~ I I ..~n ,1• n4 « ~ ~ ~
IP RAP Buried Fabric ~~RR ~ ~ ~ ANTI-SEEP COLLARS V W 0
SECTION THROUGH BASIN AND FILTER CONC. ANCHOR SIZE, QTY, AND SPACING VARIES t~ 0) ~ S N 00 0 U
6' ?~Ip W N ~s ~
~i-(nU Q
~I BASIN RISER BARREL SLOPE D S Y Z L STORAGE # ROWS # HOLES ~ a
~ ~ , x Drop Inlet - - _ o
~ SILT FENCE with rate 9 FJ.~ x 3' 3 48" 36" 0.50x 10" 8' 5' 3' - 41880 CF 4 50 U Z N , ~
CARRY RIP RAP UP L (10' MIN.) CLASS 1 OR 2 1 c
~ x SIDES OF SPILLWAYS RIP RAP ~ 'O ^ ~ - - IP RAP APRON -~-Frame - - " , ' - 76625 CF 3 63 a - min 5 60 36 0.50x 12 8,5 4.5 2 5 J
~ i 9 R~ x efRM EE BASIN SECTION ABOVE - - _ ~
I " 0.50x 10" 8' 5' 3' - 25056 CF 4 50 8 48 36 ~
Ofln,, t , ~ »I, , ~ A.,~ r'v 'i 1 '~Cl ~+"~llti,x~r!ti;'('t;l'1~ ,<,y,~h'iy'.'~I;sAtR;l",~f' pp -
O1l 1~iM~,I,,.YWWW///~~~.r ;~l`~,h;, y1;r~ir4r~~ wl, b _ ~ ~INYi'~p~~,`~a ~~'1' « N5 WASHED STONE ~ 9 48 36 0.50x 10 8 4,5 2.5 - 51313 CF 3 50 .,;,O,r,;:
fix-.- ~ '?,1'!w'~',~'~w ~%~.~~a~"1"~4 ~ ~ x Ir +N~,YU . SILT FENCE ~,'M~~',~",»~+F~S~ ,~u~,~w"~"+~~,~° ;.4.~r
RIP RAP APRON TO CONTINUE ,~,u n1s?w;~ t~,rr~r„"
TO LIMITS OF DISTURBED AREA - Gather GENERAL NOTES: NOTES:
E excess T MAT. ANY FILL IN THE WETLAND POND AREAS WILL BE PLACED AS NOTED ON THE 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION ANO R00 EMBANKMENT Flll PLACEMENT AS NOTED ON SHEETS C3.4-C3,7 TO THE POOL AREA SHALL BE CLEARED. CONSTRUCTION THE PERMANENT DAM EMBANKMENT FOR FUTURE, THE RISER AND
DATA BLOCK at corners X (7' MIN.) "7' ~ 2. THE FlLL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL OUTLET PIPING WILL BE REMOVED AFTER SITE IS STABILIZED AND THE FlNAL
SEDIMENT .-7 BASIN L H Z W X REOUI~RED ~ ELEVATION OF BERM AND FILTER AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJEC110NABLE MATERIAL. 1HE EMBANKMENT SHAH CONSTRUC110N OF THE WETLAND PONDS WILL ~ COMPLETED AS SHOWN ON
BE COMPACTED BY TRAVERSING WITH EWIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT ~ SHEETS C3,4-C.3.7. CONSTRUCTED 1HR000H FILL SECiIONS.
1 10' 3' 2' 6' 7' 4500 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
2 10' s' 2' 6' S22o TEMP, FABRIC DROP INLET PREOTECTION OTECTION A MANNER THAT IT WILL NOT ERODE. 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUC710N OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLU110N IS MINIMIZED.
2 a 12' a' 1' s' 11~DO N.T.S. 8, All CUT AND FlLL SLOPES SHALL BE 2:1 OR FLATTER.
6 15' 3' 2' 6' T 10080 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WI1H EROSION CONTROL AND STABIUZAlION.
7 10' 3' 2' 6' 7' 900 T LAR FOR ILLUSTRATIVE PURPOSES ONLY, ANO MAY BE CONSTRUCTED IN ANY SHAPE 8. STORAGE AREA IS SHOWN AS REC ANCU
MINIMUM STORAGE VOLUME REWIREMENT IS MET. THE BASIN SHOULD ALSO ~ ORIENTED SUCH THAT THE A $QC 0~ PRODDED THE GC~•••,....••• / FILTER AND 1HE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. : ~ susYfy ~
10 10' 3' 2' 6' 7' 5040 9, REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DENUDED AREA. IF CLEAN WATER FROM ~ gy'm'; TC1
UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES, ; : V7 THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF ; ~ ~ ~-60$ •
DATA BLOCK TO BE COMPLETED BY DESIGNER AND SUBMITTED WITH EROSION CONTROL PLANS. DRAINAGE AREA. ~ Q ~ ~ •
10. THE LENGTH OF THE STONE OUTLET SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. • 1' ~ ~ ~ ~ •
GRAVEL AND RIP RAP SEDIMENT BASIN 11. WHENEVER TOPOGRAPHY ALLOWS, 1HE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING, BAFFLES MOULD BE PRODDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. ~i
IMENT ASINS AT THE LOW POINT IN THE BASIN, THE STAKES SHALL BE MARKED ~~~~,r'n a+~~~' 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SED B
N.T.S. SHOWING THE HALF FULL, gFANOUT POINT, OF THE BASIN,
13. SAFETY FENgNG 3' HIGH SHWLD ~ PLACED AROUND ALL SEDIMENT BASINS.
NOTES: 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENDRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION ANO SENT CnN1ROL INNING D DESIGN MANUA!
15. Fat SLOPES GREATER THAN 10'IN LENGTH AND PROTECTED BY SILT FENCE AT 1HE TOE OF THE SLOPE, SLOPE TERRACMIG Will '~J~~ CA
a. GRAVEL PAD TO BE 18~x 100' AND 6" ~ REWIRED. , ' . ~
THICK MINIMUM 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FlNAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED ~ ' 9
IF PERMISSION HAS BEEN GRANTED BY THE qTY/COUNTY LAND DEVELOPMENT INSPECTOR ~@ THE GRASS NAS GERMINATED AND ' STABLE GROUND HAS BEEN ESTABLISHED. ' 3328
b. TURNING RADIUS SUFFICIENT TO 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT TOE Of A SLOPE>10' ~ '
ACCOMMODATE LARGE TRUCKS IS TO BE VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' ~ BUFFER IS NOT PRODDED. L R fY 0~~..
PROVIDED, D•
c. ENTRANCE(S) SHOULD BE LOCATED TO RISER BASIN ~.~•03
PROVIDE FOR MAXIMUM UTILITY BY ALL N.T,S.
Section through embankment and basin control
COMPACTED SOIL CONSTRUCTION VEHICLES. INSTALL BERM AT END 2' MIN
OF EACH DAY OF GRADING d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR ©Copyright
DIRECT FLOW OF MUD ONTO STREETS. The use of these drawings
' ow PERIODIC TOPDRESSING WITH STONE ~N 3 MIN. DEPTH F~ . T LENGTH AS NECESSARY SEDIMENT PIT without written permission TO 00 THRU DIKE RIP RAP do WASHED STONE
- - - SILL BE NECESSARY; KEEP SOME HANDY. NOTES: APPLICABLE AT ALL POINTS OF i - I = I i`-'~i'i'-i~i'i~-ii'i`-i~i"- I,-I I1=1J,-~~'~;-"~I I. ~ ~ 1=1 ~ I~ FILTER BERM from the orchitect/engin- PIPE ~ CMIp STD 3012) eer is prohibited, Violators
- - - - - - INGRESS & EGRESS UNTIL SITE IS I-III=11 I=1 I I III- I I-I I ~I I I=11 III=11 I=1 I I=11=1 111 I-I 1=1 I I-III: 1 1' M ( will be subject to legal
=I I~ ~I=III=III= I I= I I=I I I~=III=III=I I~ I I=III=III=III fI=III=III=III=III=III=~= e. ANY MATERIAL WHICH STILL MAKES IT STABILIZED, FREQUENT CHECKS OF IMENT PIT octian. i
III=11 I=1 I I-11 ~I I III=III=11(=1 I 1=111=III=111=1 I I=1 I I. I rl i I-III-III-"'-"'-"'-"'-"'' ONTO THE ROAD MUST BE CLEANED UP THE DEVICE AND TIMELY IMMEDIATELY. MAINTENANCE MUST BE PROVIDED. FLEXIBLE PIPE ~D+12" • FLEXIBLE PIPE
6' TYPICAL STAKE- STAKE
'
TIE DOWN AT END NV AT END . •
I 4' MIN)r • ~ TIONS + SEEDING SPECIFICA 4 MIN) ,
P~ ~0 DIAMETER (D) , ' ,
~~G 3:1 SLOPES OR FLATTER
Q ' ~ ~ 1. A I a ricultural lime at the rate of 90 lbs. 1000 S.F. • PP Y 9 /
SILT DITCH SECTION • TAKES 2. Apply 10-10-10 Commercial Fertilizer of the rote of 20 Ibs/1000 S.F.
Boa. N.T.S. . 3. Seed in accordance with the following schedule and application rates: • EARTH DIKE
Mi H ~ i PROFILE RIP-RAP APR DATE TYPE PLANTING RATE
~ AT LESS THAN 1% SLOPE - I SLOPE •
g • Au uat 15 -November 1 Tall fescue 300 Ibs./ac. or 7 Ibs,/1000 S.F.
EXTEND To EDGE of DISTURBANCE + - 1 T II Fescue 300 lbs. ac. or 7 Ibs. 1000 S.F, November 1 March a / /
L =The distance such that points ~ and Abruzzi Rye 25 Ibs./ac. or .5 Ib./1000 S.F. CONSTRUC110N SPECIFlCA110NS:
A and B are of equal elevation J~ 6 MIN
1 TH TOP OF THE EARTH DIKE OVER 1HE INLET PIPE AND THOSE March 1 -Aril 15 Tall fescue 300 Ibs./ac. or 7 Ibs./1000 S.F. E P ~ DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT
P`' HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. A rll 15 -Jul 30 Hulled Common 30 lbs. ac. or 1 Ib./1000 S. F. Z P Y / Q
40~ max. on slo es 2% rester p 9 2. THE PIPE SHALL BE fLEXIBIE WITH WATER 11GHT CONNECTING Bermuda Grass BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
100 max. for flat areas of 1 ~ to 2% 3. A RIP RAP APRON SHALL BE PRODDED AT THE OUTLET, IF U - T II F scue and 300 lbs. ac. or 7 Ibs. 1000 S.F. W
COARSE AGGREGATE EMPTYING INTO A DISTURBED AREA. July 15 August 15 a e / / Z 4, THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE Browntop Millet 35 Ibs./ac. or 7/8 Ib./1000 SF -
2-3'• SEC110N SHALL BE HAND TAMPED IN 4' LIFTS TO THE TOP OF or Sorghum Sudan 30 Ibs./aC. or 3/4 Ib./1000 SF Z W V
A ~ g THE EARTH DIKE, H rids ~ J ~ J 5. FOLLOW-UP INSPEC110N AND ANY NEEDED MAINTENANCE SHALL
L=100 BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY 4. Muich with straw a lied at the rate of 1.5 bales 1000 S.F. ~ " ~ Z
RESPONSIBLE PARTY OR HIS AGEN . 8. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT W m Z
FENCE TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE *Heovlly mulched during January-March period. ~ O T FENCE, O Z ~ LL SIL W - r
TEMPORARY CONSTRUCTION ENTRANCE EXIT SLOPES GREATER THAN 3:1 TO 2:1 SLOPES W (n
NOTES: N.T.S. FL Z FLEXIBLE PIPE SLOPE DRAIN ° ~ I
Space check dam in a channel so that the crest 1, Apply agricultural Ilme at the rate of 90 Ibs./1000 S.F. W O
N.' of downstream dam is at elevation of the toe of N.T.S, 2. Apply 10-10-10 commercial fertilizer at the rate of 20 Ibs./1000 S.F. > W Z 3. Seed in accordance with he following schedule and application rates: W > Q
upstream dam ox sloPE~ rn ° W ~ V/ O J
1' ~ DATE TYPE PLANTING RATE _ Z MIN. W F- Y
B NOTES: March 1 -June 1 Sericea Lespedeza 50 Ibs./ac, or 1,5 Ibs./1000 SF Z
A x x 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON W TO BE DESIGNED BY THE ENGINEER, lulnreh - Anrll Add Tall FeArue 50 16s./ac. or 3.5 Ibs./1000 SF ~ ~/1
. "1 ~
1,0 MIN. 'I Il 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR Or O
9" MIN. RIPRAP APRON DESIGN STANDARDS. 0~
March - June Add Weeping 5 lbs./ac. or 1/8 lbs./1000 SF n / 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
WIRE BACKING(MAX. OPENING SIZE 4"X4") OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF Lovegross 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR I
FABRIC METAL POST FILTER CULVERT HEIGHT. W June -September 1 Tall Fescue and 60 lbs./ac, or 1.5 lbs./1000 SF
BACKFILL MIN 8" THICK LAYER OF GRAVEL 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON To THE Browntop Millet 35 lbs./ac. or 7/8 lbs./1000 SF SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE or Sorghum Sudan 30 lbs./ac. or 3/4 lbs./1000 SF
FILTER FABRIC WIRE BACKING(MAX. OPENING SIZE 4"X4') SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE Hybrids
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
METAL POST " 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 September - March 1 Sericeo Lespedezo 70 lbs./ac. or 3/4 lbs./1000 SF PLAN 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. (unhulled -
unscarlNed)
Filter fabric r- - II ll 1L II III 1l B 7. THE PLACING OF FILL. EITHER LOOSE OR COMPACTED IN THE RECEIVING Toll Fescue or 150 lbs./ac. or 3.5 lbs. 1000 S.F. L CHANNEL SHALL NOT BE ALLOWED. Millet or Sudan 20 lb ./ac. or 1/2 lb. /1000 S.F. w
(10' MIN.) a NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL F2
TTED ***Temporary - Reseed September 1 at recommended rates.
A i ff Tr' =III =11 a" - _I I ~ _I 11= W 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC WILL BE " .1 w
Class 1 or B Erosion Control COMPACTED FILL V-TRENCH -~-1 I I=1 I I=1 I I I ATURAL GRADE NECESSARY UNDER RIP RAP. 4. Mulch with 3 straw applied at the rate of 50-90 lbs./1000 S.F. and X i
Stone 1= I-1=III=111= 10. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE anchor with asphalt emulsion tack coat applied at the rate of 14-28 a STABILIZED. gals./1000 S.F. or 800-1200 gals./acre.
_I I L_1 I f_I I I_I I I=1 I AH I RIP RAP I H
SEED BED PREPARATION NOTES: Pro'ect No.
1. Surface water control measures to be installed according to plan. 51665
4" #5 WASHED STONE 2. Areas to be seeded shall be ripped and spread with available topsoil
24" MAX. at center EXTENSION OF FABRIC AND WIRE WIRE BACKING(MAX. OPENING SIZE 4"X4") NOTE: MINIMI
INTO THE TRENCH PIPE I NOTE: MINIMUM H-2/3 LAYER OF FILTER FABRIC 3 deep. Total seedbed preparation depth shall be 4 to 6 deep. PIPE DIAMETER
Filter fabric METAL POST S- 3. Loose rocks, roots and other obstructions shall be removed from the Checked by BSW TAB ECTION B B DATA surface so that they will not interfere with establishment and Drawn b
FILTER FABRIC OUTLET dMAX THK. L W M H maintenance of vegetation. Surface for final seedbed preparation, at Date Drawn 8/6/02
.III= II- 10 7„ 1 1619 20 23.5 2 3 finish grades shown, shall be reasonably smooth and uniform. 1
3 =1 ~ I~ ~ 1=1 I I-y ' I=1 11=J 11=1 I 10A 8.5" 13" 19„ 19' 20.5' 2 1' 4. If no soil test is taken, fertilizer and lime to be according to Revisions
~ - - - - - I- - _ WIRE 0 60 3" 5" 7" 10' 6' 2 1.5' seeding specifications above. In addition, provide 15 lbs./1000 S.F. 1 Revised plan per county
SECTION A-A i t l~ -III- _ :I I I-III- N III III_ - 70 5 809 11„ 12 14 2 1.5 of superphosphate, comments 10.07.02
to .IIaII, I II; 80 4" 9" 18' 23' 2 2' 5. If soil test is taken, provide lime and fertilizer according to soil 2 Revised basin 4 for Ph 2
ro 8" I-I , I I 104 4" 6" 9" 11' 12.5' 2 it test report. diversion -1.16.03
i Stone should be placed over the channel banks to keep water ' - 4" .r i
o from cutting around the dam. / 3 105 4 610 9 10 11.5' 1 2 1 6. Lime and fertilizer shall be applied uniformly and mixed with the soil
LO CD 120 21" 32" 47" 42.5' 46' 2 3' during seedbed preparation. 4 10.29.03 County comments
to 208 got 14" 20" 20' 22.5' 2 2' Sheet
SILT FENCE
CHECK DAM a N.T.S. RIPRAP APRON AT PIPE OUTLETS
/ N.T.S. 0 N.T.S.
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CADD FILE: 51665 dw 51665road ro.dw
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CADD FILE: 51665 dw 51665rood ro.dw
~ ~
N -P (3~ (P ~ -P -P CJl ~ ~I 00
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O O 1
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r - tv I LE = 74 99
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VPI EL 74 .5
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CADD FILE: 51665 dw 51665road ro.dw
N C~ C~ -p CTS C~ (rl (J1 t.T 1 ~
N O 00 ~ -P N -P N O 00 ~ -P
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CADD FILE: XXXXX XXX.DWG
~ ~
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I ELE = 76 .48 I E V 7 1.8
1s
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76 .48 76 .64
0
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J J V 73.
+ 76 ° + 76 .2
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< IN S A Y TA 1 9.2 = +0 .00
m = 76 79
NTE
TA = + .2 =+8.21 z
lE = 57 77 7 .3 76 .5 n ~ D o
75 .77 76 .85 D r Z J r ` II m
m f?1 00 N ~ N r ~ II ~ m

n ~o II
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76 .7 7s .7
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+ 7 .4 7 .4
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7 .0 7 .0
76 .55 76 .55
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V = 65. 3
N 76 .5
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