20071309 Ver 1_Site Plan_20070814

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EXIST.- DEVELOPED. • ~ `
. PHASE ar E' o o a
. ~ ~ ~ ~ . ~ , . ~ ~ ~ * ~ .
. ~ ~ ~ • ~ V Z Lo LO •
'APPROX. LOCATION OF ~ ~ . ~ ~ ' U) ul
EXIST. PROPERTY LINE' . ; ~ • ~ Cb a
. ~ • ~ ~ ~ ¦ 4~ p Lo cy
~ ~ ~ ~ . / ~ ~ ~ Ca N
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; ~ ~ EXIST. SAN. SEWER ~ -E""' ~ ~ ~ ~ .r ~ r / ~ i \ ~ / e ~ / / ~ / ~ . . / ~ ~ •
\ \ MANHOLE, TYPICAL. ` ~ ` / ~~~111111 I ~f
~.~..r . ,mow • • • / i ~ CA R a ~oe S #0 1000
• ~ NNECT TO EXIST. c'~\ ATERMAIN 1 /~i i~ / Z'
• ~ Sri ~i ' sow&
i ~i- • I~ • y . ~i'• GIN • Q
1 ~ ~ ~ ~ EXIST. PAVED ~ . . ~ I . , /I /
EXI8T. 8" SAN. 2s _ ~ : e ...SEWER ~ ~ ~ •BENCHMARK#1* ~ EXIST: PRNATE . ~ ROADWAY ~ ` . . ~.1, • / ~ ~I ~ ~ ~ ~ttit ~t~ ~
.a ~ ` ~ CONNECT TO EXIST.. ~ ClST. /r ~ ~ ~ ~a . '3
SEWER LINE "G" ~ s~?w. sEVVER ' ~ _r~~_ 0 ~ ~ _ - - - _ _ WATERMAIN rr~Arrrrrrrwrr ~r~w ~w A ~ ~ . rwrnrrrr rrrrrrrrrrrrrrrrrrrr.~rrrrrrrrrrrrrrwwr~rr rrrrrrrrrr.rrrrrr~~-~ + ~r +b -III . . / -r • ~ / ri
~ RIM ELEV. = 2154.50 ~ N: = 639763.86 •rr r rr rrrr rr ~r A~ r~ ' r`r== ~ rr•~rrrrrrrrrrri.rrrrr r1~ ~r _ . rrrrrrrrr AA ~ ~ r'r~~(~.r..rr.r rrrwrrrrrrrrrrrrrrr~w~rrrrrrrrrrrrrrr~r _ . '~rrrrrrr ' rrrrrrr _ I . '1~ rrrrrrr~rrrrrrrrr r rrrrrrr ~ r ~ ~ r r
~ ~ E.:= 947173.66 rr,rw~~ ' Mrrrrrr rrr~•rrrrrrr ~ .0 ~.~rrrrrrrrrrrrr....rr.rr . rrrrrrr~rrrrrrr~
' O ~ r•`rr r~r.•w . • , S. ` ~ - ' ~ M'~ cf)
27 \ SAN. SEWER ~ BASEMENT, IYP: PROPOSED 8 D.LP. ti ' . ~ ~ r • ~ ~-~--y ti ~ w U
- ~~i PROPOSED 8" D.I.P. WATERMAIN ~ ~ , ~ / i ~ i ~ V ~ ~ , ~ ~ v ~ ~
WATERMAIN n n ~ 1 n n l . i i ~ ~ ~ . n ~ ~ i ~ ~ •
~(J~ WATERMAIN EXIST. UTILITY ~ ~ • n - ~ 1 EXIST. 8 SAN. n ~ ~ i ~ i ~ ~ ~ ~ ~R ~ ~ _
\ ~ EASEMENTS NP. . EASEMENT EXIST. SAN. SEWER EXIST. 8 SAN. . ~ . SEWER ~ ~ MANHOLE, TYPICAL ~ SEWER ~ ~1 ~ 0 - IL ~ t!j co w W Z Z u.
' ~ ~ r- N . • . . . .ter • r . .ter . r..... r~ ~ _ . 2 s ~ . o,
w w rw rn" .r.. r~ ~ ~ rr r r. ~ r. ~ rr, rs r.. ~.wr~. i~ ~ i .TM- i' 1 - 3 - . 1 co co) g w
~ _ fl ' PROPOSED 8 D.LP. . 1 BENCHMARK #Z . VI ' 4 . • . EXIST. PRIVATE : . ~u w a z o o
- \ o~ • 2 . WATERMAIN ~ ~ ~ . . ' ~ , ~ SAN. SEWER ~ 0 co w
164 165 . 160 161 16Z 163 157 158 159 154 155 156 1 14 50 51 51 53 1 1 14 14 14 4 13 4 14 4 165. ~ ~ ~ RIM ELEV. = 2214:10 ~ - ~ - 5 N. ~ fi39321.33 ~ - V w 0 5
127 128 129 130 131 132 133 1 1 13 13~~~ { 13 13 13 1 1 . r ~ ~ t ~ w E. - 948419.20 ~ . w o w w o Q ~ (1)
i is , ~ , ~ - ~ ~ - - - - fi i . AI t ~~t~ItT~RY IIA~AIL.~f11 CC o~~ee cirrinir~e eTr+ cunt ~ er_
128 J I r,.. ~ n~r~~ rv~~v~ r ~v~ r ~ ~ ~ ~~~vv~ c ~ v. vnr1LL OC IIV ~ ACCORDANCE WITH MSD OF BUNCOMBE COUNTY STANDARDS hp
125 s $ ~ AND SPECIFICAtIONS FOR SANITARY SEWER CONSTRUCTION O o N N
~ , 5 ~ - ~ PHASE 3. ~ O
I ASE' ~ 3 - ~ ~ PHASE 4
. 2t 52 _ 112 ~ 51 183 182 181 180 179 178 177 776 173 174 173 172 171 170 169 168 187 166 e~ ass " s ALL WATER LINE CONST., PIPES, FITTINGS, APPURTENANCES
86 124 123 122 121 120 119 -.118 117 117 116 115 114 113 53 I ' ` _ ~o ETC. SHALL BE IN ACCORDANCE WITH CITY OF ASHEVILLE
~1~ ~ a PHASE 3 ' STANDARDS AND. SPECIFICATIONS FOR WATER LINE CONST. 11
85 ~ " " . PROPOSED 6": D.I.P. »o ss - - . ~ PHASE 4 ~ 13 ~ CO
WATERMAIN~ TYP. i. 109 - - 184 185 186 187 188 189 190 , ~ ~ 191 192 ' 193 $E 99 100 101 102 103 104 105 106 107 108 Y ~~N ~ 49 SEINER 12 PROPOSED 6" D.I.P. WATERMAIN, NP. Q ~ m Q N W M
a 87 88 89 90 91 92 931 94 95 96. 97 98 99 100 I. LINE ..A.. ~ ~ . ~ 13 ,
Uo Z L j Q~ Z II (7 -W C13 W ~
s ~ _ 57 R N, P. ~ _ 14 ' 78* r o a ~ foom - o
N d' 48 I 9 58 W I
~ n n 82 ~ ~ ~ ~ 59 Q Q 47 o ~
~ ' PRQPOSED 6" D.I.P. 60 = a ~ .
W l 1 ; ; GVATERMAIN, NP. n" WATERMAIN 206 2 203 02 201 200 199 198 197 196 195 194
. PROPOSED 6"D.I.P. 81 - Q 63 62 WATERMAIN, NP. ~ 71 70 ' 69 68 67 66 65 a a i3 62 61 i ~ ~ ~ EASEMENT, NP. qg - - BEFORE YOU DIG . .
~ SAN. SEWER ~ SEWER ~ _ SAN. SEWER 45 207 ~ . ' ~1 EASEMENT, rrP. LINE "I" ~ ~ to 16 i ~ j
i 17 i ~
4_. 3~ PROPOSED 6" D.I.P. 2 t4 t s ~ - CALL 1 800 632-4 49 .
EASEMENT,.TYP. ~ 80 EXISTING DRNEWAY 43 ~ ; WATERMAIN, NP. 16 Z N.C: OPE-CALL CENTER.
i' ~9 72 ~ PROPOSED 6" D.I.P. _ ; ~ ~ 'L16 19 19 IT$ THE LAW U
WATERMAIN, TYP. 42 _ . I ti1A ` 20 J
I r , 78 ~ 73 1 41 - 209 1 ~2 Z \ 21 ,y Z
~ . ~i~ i ~,1 40 . 210 LU u- Q
!i~Vli9 2t31Vl~li01S OhtM 5'~t113N1 (1) Cl) W.
74 ~ WATERMAIN 23 ~ A1.1"!'dR0 b31.MM ~ ~N3G 0 W C~
: = EASEMENT, NP. 24
23 ~ooz ~ t end O J J J
76 ` / 38 25 ~ 37 - t~ 26
j 75 OC - - O
~ ~ 36 _ - ~ 27
35 28
29 ~ i. m
~ 10 ~ 30 I
i~ 33
' 32 _
- 1 -
PROPOSED PAVED ROADWAY AND CURB AND GUTTER, REFER TO SITE ND 1 31 31TE REQUIRED 5' WIDE WATERLINE-ONLY ~ REQUIRED 5 WIDE YVATERLINE-ONLY PROPOSED PAVED ROADWAY AND (3RA33 STRIP, CONTRACTOR TO _ CURB AND GUTTER, REFER TO SITE
• CONST. PLANS PREPARED BY GRASS STRIP, CONTRACTOR TO % COORDINATE VMTH AlL OTHER UTILITY CONST. PLANS PREPARED BY
BROADBOOKS 8 ASSOC. COORDINATE WITH ALL OTHER UTILITY ~ OWNERS TO VERIFY EXACT LOCATIONS OWNERS TO VERIFY EXACT LOCATIONS BROADBOOK3 & ASSOC.. TER METER LOCATION OF SERVICES AND LINES TO BE WITHIN 5' OF BACK
45 RIGHT-OF-WAY 1 OF SERVICES AND LINES . OF CURB, TYPICAL
~ WATER METER LOCATION ~ APPROX. LOCATION OF 45' RIGHT-OF-WAY '
TO BE VNTHIN 5 OF BACK ~ OF CURB: TYPICAL C!L EXIST. PROPERTY UN
i ROADWAY ~ ~ 1 1 C~ ' WIDE SIDEWALK, RE ER TO S TE ROADWAY ~ CONST. PLANS PREPARED BY
13.0'; 13.0' 4'' I 1 WATER METER LO ~ WATER METER LOCATION TO BE ~ TO BE WITHIN 5 OF IETER LOCATION I 13.0'. 13.0' 4' ~ BROADBOOKS & ASSOC.
~ SIDEWALK 1 19.25'3. THINSOF.BACK 1 SIDEWALK I . TYPICAL 19.25't ~ Z
I 2~.g' ~ WITHIN 5' OF SIDEWALK 7YP. OF CURB, TYPICAL ~ 36" MIN. 3, ~ Q
2' . 3' ~ I
'r F` v ..Y° ~ COVER 38".MIN. 38".MIN. ' +x: c : r:.. ,rte.. . '`t*.~e tit, : -,s~ ~y .C`.i,p<• ti4 4 t 1•. n uj om
COVER ROPOSED 6"-8" WATERMAIN COVER i~ ' s
. IN.' WATER SERVICE UNDER CONCRETE . I SEE PLAN SHEETS FOR ' WATER SERVICE UNDER CONCRETE
"PROPOSED (3AS MAIN . SIDEtIVALK SHALL BE IN A PVC SLEEVE fry EXACT LOCATIONS PROPOSED ELECT. I SIDEWALK SHALL BE IN A PVC SLEEVE ROPOSED e"-8" 1IVgTERMqIN ~L.,~.~1 Q
BY OTHERS EXTENDED 6",BEYOND EACH SIDE OF. PROPOSECf TELEPHONE PROPOSEO.B" SIDEWALK sEE DETAIL . PROPOSED ELECT.. CONDUIT BY OTHERS PROPOSED CONDUIT BY CONDUIT BY OTHERS EXTENDED e" BEYONO EACH SIDE OF SEE PLAN 3H~ETS FOR MAN' SIDEWALK, SEE DETAIL OPOSED TELEPHONE EXACT LOCATIONS
CONDUIT BY OTHERS 'SANITARY SEWER NDUIT BY OTHERS PI~OPOSEO 8" '
10' MIN.HORIZONTAL SEPARA710N 3' MIN. SEPARATION BETWEEN WATER MAIN 3' MIN. SEPARATIO AND OTHER UT1LITiES (TYP.) BETWEEN WATER A \IA ATL~G~ 1 ~TII tT PARATION SANITARY SEWER PROPOSED SAS MAIN
BETWEEN WATERANDSEWER - WATER MAIN 10' MIN.HORIZONTAI SEPARATION- BY OTHERS 1 ~TII tT~c~ Tin ~ pGTAL'G?I lAlA Tin A~~n c~r~~w~w
nnuv~n~nvn~~~n
TYPICAL ROADWAY SECTION WITH UTILITIES (WATERLINE BEHIND, -IIND SIDEWALK).` TYPICAL ROADWAY SECTION WITH UTILITIES. (WATERLINE BEHIND CURB)'.
NOT TO SCALE
NOT TO SCALE 3
FINAL DESIGN -FOR APPROVAL ONLY ~ OF, 18 SHEETS

III
0
V I G I N I T'4 t141 rLA f=
No Scale
NOT 005:
f=fRCJ(1%0w064--4*T INFCf;RM,4TION. �. . . - I . .
CURRENT OWNER .. Bradley Branch Developers, LLG
CONTACT;, - 1, - - I.... .. . ... .................... R. Daniel Hqat I RLA
Partner / Pro ect Manager
Broadbook.5 15.5oclates, P.R.
TOTAL PROPERTY ........................... 3022 Acres Nerl'ft�
AREA
NUMBER OF: UNITS .............. ... . .. . . . ..... 84 Camelot -Sinq le 5tca��y Duplex/Triplex
134 Greenbriar - Two 5tory 314/5 plex
�, ,�- �-�� 184 E. Chestnut 5t., Suite i 218 Total Units
,_... ,,. . . .
� ,,.. -� �� � Asheville, NG 28801 I .
� . ..._- � �= r,,.� � �� AVERAGE N�4TURa1.� � � � � � � � • � � � � � � � � � � � � � � .0023 x 2 (G.1.) x ab,l30 (Total Contour Length). . . .
--I'- -1*1 ----�- =- — -- �. '� � �................................ ...BradleSLOPS / 30.22 (Total �cerage) = 14.63
--a- �-- —="-'..--- --� \ PROJ�GT: • �1�i1 lage at yBranch� .
�--I . .
=�_ = ;. � � � � � � \� �� ,�'� Planned Unit Development ......................... _
f � __.. � �' �- 4 _ � \ \\ \ i ` '` -- ........................ .......... PROJECt DENSITY 218 / 30.22 - x.21 Units per Acre
. � .
,,,--,,,'--,I, � -_ �.-) LOCr4tION:� •Limestone Township. . . ..0000
��'- �_ _ �� �., �..--.. ; �--�"°_ -"--... ---- 111 � �/ �,sy�; � Buncombe County, NO �UILt-UPON AREA ...........................Roads: 166,428 5f .-to-10
� -�
--` /,- — — .� _: � �� �.. __ .,.. -._. �� � /� , � ,�. /Il'1PERVIOUS Bldigs. � Drive5: 34�,OaO sf .,- --' �.OOPIO
� ..._ .� � _,.,_'°� � -� � � =-" 1111 � � �................................ Extstin Pr(vate Road w/ 45' - -- — -
///.- ._..._•_.._ �'-�-; - �. .._., � ( I � P�RC�L I.1�. �g643-02-�q-538 Sidewalks: 23,16`7 sf 9 �-- ..."at -40
--
//////- ^ .\ �� l � �� f r���,III/� �i �'� \ � �..................................... Total: 53&kq3!5f (12.3'7 Ace) or 40A% Row. 20' asphalt. � � � � --
- �..� ,,,�To � /� � tYP� OF� �5ingle family Attached �-�-
.»,,;�° -- --- �,�,� � � � �� � � pE1�L0%''!"I�Nt Planned Unit Development GOi'11"Ipid ,4i�EA...............................30.22 �c. - 12.31 Ac. - 17.85 fisc. or �t.l� Existin1 � /PEWEA5LE .g 5R 3528. (bo' Row // j �,,.��•"'"
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0.41?ACRE5 a. ' � � 2 g Arrange 4 coordinate th o�t�".- /9� �,O A � �,Q
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�-� `- � 038?ACRES � removal and/or relocatlo�r' F, J� ��
5 s�,9
of existing overhead �rt'Iitty �g �,s`� ,,,. -� ..
op
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VILLAGE AT ~RADL~Y ~RAI C~ Planned (~(n~t Development, Limestone T ~ ~juncom6e County, North Caro~in t ANCt1 Revisions: ate: ~ ~
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System 4 Outlet. Utilize �...r ..w~.�.._ .....�... �- . * ," . , ; ,�.� - 4.. �r r�. .�. , �` . �,r. ♦ ;E, a „
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schedule. .-'" r. .� .� '� 12' Wide reinforced Rip -Rap - swa{e fo LF 3o Aluminized GMI�' w/ 55 Ll~ 24 Aluminized GMF' w/ ,tH
1--�'r ,�-- 1 J 4.f OUTLET 4 S Jt3 4.8 J5•-4.1 . :r ::
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• .�-�"" �",/ �� /� y,// ,- -�-�'" ---� .r•-r,"�"r r I--,--'� .li-`'`,.r ,.r°'' i . + ♦ . OUTLET 4 Inv. 2158.00 WA WA Install Rip -Rap, 18" min. depth over water tight joints water tight Joints
. / 4 _.__ .r..--- ,� .~-� C 4 �Z Miraf i 140N �G Fabric.. t�actend.tp 1� 1� ,.--.
.. ,
stem 4 Detention Basin, `----- �. .fes ,....]
,,. �l Fabric to Pro er Line a5 shown _ 32 LF 30 Aluminized GMP w/ �, 4 8 52 LF 24 Aluminized GMi=" w/
�.--.- .. ----' _�.--•�~ w...-• „1 p ty GO 4.2 .�-4.1 AJ Gi 4.a .. -- .
A low 1,247 sf. bottom area 4 ,_.. ..r•. __ ,Y,rrr•I ""' ♦ 1 water tightjoints water tt htjoints
0LANDSCAI�.ARCt�IT�. TURA.
O .. -� 5 dia. Precast Manhole
,r�...--- ,r''� RIM. 2162.50
Ensure 2:1 max side slopes. � ,--- ' � -�--- � �i � ♦ .
� --- ".- - �Z ��3-�.1 Inv. In = 2158.54 WA WA NOVOT Std. 840.52 w/ Gast Iron 16 LF 3011 Aluminized GMP w/ 22 LF `I5" Aluminized GMP w/
Refer to attached stage -----'" ,�._-.--- ♦ _
9 ,. _ ._,_-- -1---- -- �,..•�' ,,/ 3 13-•4.3 3A51N 10 D! 4.q.1 GI 4A
.�.-�'' ".-i -- - -- �� - -- = Manhole game 4 cover. NGDDT Std.JoKs
Stora e h dro ra h � �---�'"..�.-� ,.�.---r -� /" ----� Inv Dut 2158.50 water, tight �jotnt5 water tight
control structure detail 6 --�'" �'"" ..---- �-'`"� -r''"f / '"0 ♦ 1�
�..-------�-- �---�' ./' --�-'- -•�'� ..•-�'' ♦ 1 128 LF 30" Aluminized GMP w/ 246 LF IS Aluminized GMP w/
i/SY�t_3 �...i/ %'- �Z RIM. = 21"10.00 4 sq,. Precast Drainage Structure. 4 J13-4.4 13-4.3 11 GI- 4.10 Gl-4.� \ CAS %/
\ �---- ----- "."'...'O'..40 -- -. water tightjoints water tight Joints % S ,
-�''' --r'� ...--�'./ - Inv. in = 2166.00 WA N/A Refer to detail X15! -X for control
r � �...• ••w.wwnr. ` � .
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..� '"� �-�' / Inv. Out = 2160.14 outlet structure s ecifications " MP w = ,�;` r_ M e
. �,.-•-�` ---- ,.,,,,,-w,...,� p 52 LF 30 Aluminized GMP w/ _ _ 22 L� IS Aluminized G / _ft* '�,,.
----�- ''� �.. ---�' �/,.I�/ �Z 4 Inv. Dut Y�leir = 216q.005 01-4.5 J13 4.4 12 D1 4.10.1 G1 4.10
I water tight Joints water tight joints ai
= � � C- 190 = ' =
-iiiiPro osed 2:1 Fill e.000,70 RIM. = 2173.50 4' Sq,. Precast Drainage Structure. � �° % , .-
p p � _�--' -� -''� 22 LF 24" Aluminized GMi'' w/ 246 LF IS Aluminized CMP w/
Protect w/ SG250 North �•. -•-�'" - / %- = A NGDOT Std. 840.46 w Gast Iron _ _ - - =, .'
by O • ,--i .�. .,, ,-�' J 3 4.3 Inv. in 2164.30 N/A t�/ / & G! 4.6 GI 4.5 13 G! 4,1! G1 4.10 -5 o ,, c*,, �, .\
American Green or Equiv. -�-'' / •''� � Inv. Out = 2166.80 Manhole Frame 4 cover. NGDOT Std. water tight joints water tight joints. �� �o �,, � 11 11%,, \? \\
840.54
5tap I e per manuf aG tuners •,,_rte.- '..i'iii - t i d GMf' w 22 LF 15" A I um in ized GMP w/ ��////-A�5 ��'
,'01i ----'" ,,--- ..�'' _ _ 146 LF 24 Alum Aluminized / D1--4.11.1 GI --4.11 1 l t 1 ��
.recommendations. Seed as -�' _ I JS 4.1 GI 4.6 14I .
�\.�. •,r-'' .,,,...--'' ./ --�' RIM. 218x.00 5 dia. Precast Manhole water tight joints water tight Joints
specified. refer to Detail 3 �..• rr " ♦JIB -4,4 Inv. In = 2184.60 N/A WA NCDOT Std. 840.52 W Gast ironon this sheet. r✓--'" '� �''� ♦_ 11111111111
..,�, ,r �/ ,.--�`'" . ♦ Inv. Out 2182.10 Manhole Frame � cover. NGDDT Std.
,111 , -,
�-'' �'',Iiiii--''"�-1-i' I...,iiiiiiiiiiiiiiiiiiii. _-1.1 . \.. _._.---� ♦ Z 840.54 '
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6
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p _ -.r-rZ,� -�'r x o X RIM. = 2187.14 4'5q. Precast Drainage Structure•fRo AJ GT 5TOTfR G •.
Proposed Retaining Na l f . `-... .i`
• t �j 2 cl,*4.5 Inv. In = 2183.30 .65 Ac. 3.26 NGDOT Std. 840.46 w/ Gast Iron - •;UL TION5
T teal. Hei ht Partes. --� �•p g ~� X Z" "
� �..- � Inv. Out = 2188.80 Frame, T e G Grate and Mood _ _; ,k ;
5tructural Desi n other
C 0 405
g �- - �. •- Assembly. . NGDOT Std. 840.03. :
52 f
V .. O ENT �
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"�...,..� RIM. 2ig7.74 4 .Precast Drainage Structure. ������,� I���I�L.U�'M�NT �cF-r�r`� �� L. �'M .-%
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�J - Inv. In = 2184.07 b7 Ac. 2.57 NGDOT Std. 840.46 w/ Gast Iron ••J•,,,,,••
/iiiiiiii (�0 X Inv. Out = 2184.03 Frame, Type P Grate and mood ,
1-.r 32--_ ` ___1 •--.._...._ C Assembl •NCDOT 5td. 840.03. I RAINAGE AREA AREA AYC-7 I (in/hr) F (cfs) DRAINAGS AREA AREA A1/(9 I (in/hr) R�JNOFF (cfs) 111111152y
.-'�BLK-.--__ C M� z
X Q10 425 Q1U 425
O � _ AGfi��s G alo x25 QIO 6225 AG�'�5 G`/ oRIM. 2202.63 4 dia. Precast Manhole
------ • _____ ._.� .J134.1Inv. In = 21x8.83 WA N/A NGDOT Std. 840.52 w/ Gast IronX _
2 �' � Q Inv. Out - 2188.88 Manhole Frame � cover. NGDDT Std.DAMIDA I
• _` X
N �,. 840• 6.7 i .35 7.06 8.og 16.58 18.00 6.'71 .640 7.ob 8.Og 30.50 34.85 . .
RIMS = 2204.65 4 dia. Precast Manhole Total 6.71 16.58 KOO Total 6.11 30.50 34.85 -p 0
N t, _
- Inv. In = 2200.78 N/A N/A NGDDT 5td. 840.52 w/ Gast iron M �_ J�3 4�8X523,4(�l K �`�, _ _ �\
O'�p 4'i N lnv. Out 2200.75 Mau�hole Frame � cover. NGDDT Std. O
C� N N „ Am2 ,�"z �
�'_-'` --- r ■ ■ C i _ 840.54 1.55 •35 -1.06 8.08 3.83 A =el f .55 .6 16 7.ob 8.og 6.74 7.72 `"
----� .
�-,\= ffitntom, RIM. = 220668 3' SqJ. Precast Drainage Structure.
• C I - 4i Inv. In (01-4.4.1) = 2203.01 •D4 AG. .27 NGDOT Std. 840.46 w/ Gast Iron Tota 1 1 �a5 3.83 4.35 Tota I 1.55 6.�t4 7.'72
� J� �.S -�.•� 11 11
�- i�' - �'• . � . - Frame, Type F Grate and good
-`-� Inv. In CGI --4.10 - 2203.0!
`� Inv. Out = 2202.51 Assembly. NGDDT Std. 840.03•DA01103 DAiM.3
00 9 � y
2 �J 2 __ 12.3-1 .35 7.06 8.og 30.56 35.02 12.3'7 .637 Tob 8,oci 55.6"1 63.78
2 � � RIM. = 2206.x7 2' 3'Precast Drainage5truct e.
F `� x Pr cast Structure. �
_ 4)
• X R 9 D 1 4.C3.1 Inv. Out = 2203.45 .72 Ac. 3.54 NGDOT 5td. 840.46 w/ Gast Iron Total 12.31 30.56 35.02 Total 12.31 55.61 63.78
�... -''� Drop Inlet Frame 4 Grate• C.
,_� 3 5 p
. N , �``\ NGDOT 5td . 840.16• DA -4 12ASS04 --a
'�.... --iSiSiS 3 . Precast Drainage Structure.
.
52-379 RIM. 2215.00 5q, g 4.02 .35 7.06 8.oa g.g3 f 1.38 4.02 .610 7.06 8.ag 17.28 18.81 V)
-- - in(01-4.10.1)= 2211b3 .82 Ac. 3.07 NGDDT Std. 840.46 w/ Gast IronXR Ci 4.10 Inv.
��o _ 11 �� Total 4.02 g.g3 11.38 Total 4.02 17.25 Ig.81 �
�, .�r,_r,,,,. `�-- as f I---- Inv. in (0i-4.11) = 2211.63 Frame, Type F Grate and Hood 4, V)
v0p • _,r. ,,, -,--- �. �`� = Assembl . NCOOT Std• 840.03. � -
523BInv. Out 221 I.I3
CI 4.9 •---�-- y � ._
(OR O �2ZOORIM• = 2.215DO 2 x 3 Precast Drainage Structure.5DA �
.__�_ _____. 9 L
• .-___ -- �`'�01,410Ji = 12. 1 .-n Ac. 3.38 5.5'7 .35 1.06 8.oa 13.16 15.'1'1 5.5'1 •35 -1.06 8-i 13.'16 15.'t'7 C.,.�.`.--- � �\ nv. Out 22 0 NGDDT Std. 840.46 w/ Gast Iron () ,- (��
-- •� Dro Inlet Frame Grate.
/ _______i p Tota I 5.5 I 13.16 15.'1'7 Total 5.51 13.`76 15.11 ..�. � 21
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RIM. = 2223.11 2' x 3' Precast Drainage Structure. TOTAL. GFS ac, TOTAL. GF5 > .� -
�._I'll Z _--_.._ 14.66 85.56 30.22 ac. 123.46 142.04 �, ;
-----�C14,11Inv. In = 221g.7g .05 Ac• .Ig NGDOT Std. 840.46 w/ Gast Iron i'r'e leve 1 o ment Post DeveIopment q , = _c
�., ....�__-.-� p --,
Inv. Out = 221q.15 Frame "T a F" Grate and good �"523- �
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o '�-�-._ RIMS 2223.11 2'x 3 Precast Drainage Structure. Wilift
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/ ---~-- `�. Dr Inlet Frame 4 Grate.
Total 010 Increase = 48.3 Gf5 �
0 / \,, _..---- ��.. NGDDT Std. 840.16• Total 425 Increase =56.48 Gf5 11
• Drainage area I which is collected ieGted by Drainage System I Hill i i be detained in pi es and controlled i led released, at the base of the proposed retaining wall i I near the 5 ,
T
corner of the property and into an existing Small stream, Such that the post evelopment C>?10 Storm flows are no greater than the pre development QiD flow as 524A- �.E ."-
M `� calculated above. Refer to attached Stage Stora dro r hs. Additional measures will be Implemented to mitigate velocity impacts, at the outlet, to the
X t__ (�P\
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o Transition mountable curb Detail 1/5Y4t 2 to Standard 6 Curb on each side of g g' ^
-,_.r.-"' -~--� � � Stream. • .
1 1 1 1
� 'curb Inlets' Allow 6 minimum on each Side Of Inlet for transition.
11111,11,111 %,"'iiiiiiiiiiiiiiiiiiiiiiiiiiiiii5211,14 Draina area 2 which IS collected Draina e s stem 2 will not be detained but will bo dischar ed into an oversized reinforced level 5 rea to dis51 ate the IFSPS 0wr��, 9e � 9 y 9 p pX.... _---r�==-�. -" ~ �`�� velocity from concentrated storm f lows. `r`
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;� = �r~-�^^�1 ��,`;,\\�,,t Drainage area 3 which 15 collected by Drainage System 3 will be detained to Basin I along the Northern property line and control released into pipes which will
• ~�`�.�"=.'` ��,_rr~-',� \ \%>,���'• convey the storm flows, along the existing right-of-way, and discharge into the existing and primary drainage channel that traverses the property. Refer to
~'0 111111 i,- _~`�.-.-- --- ��:;�'` �:. -- -.:�`; �`, attached Stage Storage dro hs. Additional measures will be implemented to mitigate velocity impacts to the channel at the discharge point. a
' �" ____%i �0
. / ( '/ r7_ -_ _.. `�•. `�� :-'-. _ `'. _, -r__ ---� -- = _' 1 { I 1 t( / Draina Area 4 which IS collected Drainage 5 seism 4 will be detained in Basin 2 along the Northern property line and control released into a reinforced
/' -----� /• L I�if/, /j�•• ___� r._, _ �. r y:� - _r-____..� ._.._, ; i ; s1 ll 9e 9 y
/ I / - - - - - - - - *-'------. - 1.1.1 `= ,,�%�.; ~'�`" �� _0)11.)�;t� +' rip -rap lined channel which will convey the dissipated Strom flows, to the oparty line 4 into an existing channel. Refer to attached Stage Storage i-lydrographs.
/ . I I - .._...- .: - �.. s-iiiiiiiiiiiiiiiii'\ I \ lir <��� Additional measures will be implemented to mitigate veloci impacts to a channel at the discharge point.
• �' - ,..-/ Q � _`111' Drainage Area 5 15 uncollected/uncontrolled surface flows off -Site and IS generally comprised of the perimeter areas around the proposed development. :
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-•-.r* ---~''/ ,rte ,,,•-'' �` �_.:, tip-= .,. - FREQUENCY ESTIMATES ; ; r �,�. , w , ,r-- -_r��� _r -�-� r; , �- r:
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#`` `'� . ''_,...-•-�'"' w --•'''y /��,%•� , ` - ..~• ASHEVILLE WSO AF, NORTH CAROLINA (31-0300} 35.4358 N 82.5392 W 2152 feet I ,,rr`-r-...--r ~� T �' ,�r- �r ,w � ,r.---- M'f A1
�-'''� ,,,_.•--�' t I from "Precipitation -Frequency Atlas of the United States NOAA Atlas 149 Volume 2, Version 2 y," w-" / J 14)4`0 -- ,,. "! ,,__. 4J
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t '` N '"�� �~� . ♦ 'G.M. Bornnin, D. Todd, B. Lin, T. Parzybok, M. Yekta, and D. Riley _.... - �• .,...__ i /�/ ': �/./ e '- . '�,
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Z N C:
�/�i' /♦ -~ ' I % � " Extracted: Fri Aug 4 2006 1 , ! � r �� ., f ,,�, r� - «�--ft
--•.�' t - � SurfacQ Flow Off-SItS > M .
--'" ' ' Confidence Limits Seasonality Location Maps Other Info. GIS data Maps Help D )' t 3 �: ...� __ . ,,r � ,
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• �--'' Precipitation Intense estimates (Whr) � t f , � ;� � � �== - .�_ • �.- rrr- 01-1/ .�' -,,�'
P 14 '"".-�''r ��--�""�� 00W � -�'"� ARI* 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45 60 r ) 1 �,w w �. I,-,'
C)I_ .� I" r`-,--, (years) min min min nein min min hr br hr hr hr da da da da day day day f , ff ."o Iiiii01-11,1_1101"."11-W X. --1.,,r
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�,^...--�-,'".•-' 2 5.21 � % ' �r fav -�' - '
• lb 3.49 2.41 1.51 0.89 0.63 0.38 0.24 0.14 0.09 0.05 0.03 0.03 0.02 0.01 0.0 i 0.
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... --- 92 1.12 0.78 0.47 .30 0.18 .10 0.06 0. y' , ,r ''1'� " .- ,
. �---` 5 6.25 5.01 .22 3.00 I. �� __._ � ,r-
0.03 0.02 0.02 0 01 0:0 I / f _- �{• .�- rr
.•----•-" ''� 10 7.06 5.65 4.76 3.45 2.25 1.3 0 0.9 ! 0.55 0.34 4.20 0.12 0.07 0.04 0.03 0.02 0.02 0.0 l 0.01 � ' ; I `. ,� j '''' .-�'�,�-
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25 8.09 6.44 5.4S 4.03 2.69 I .Sb 1.10 0.66 .40 0.24 0.14 0.08 0.05 0.04 0.03 0.02 O.OZ 0.0 i �,,;, f�' �,�rf r % !�' �«-•�^�" r'' -r ,,.�''� .•
•--�''""� / 1.77 1.26 0.76 0.45 0.27 0.1 d 0.08 0.06 0.04 0.03 0.
50 8.88 7. � ``�'�./�-'/',:- . '� Y J rr.� ._... ww-�
07 5.97 4.50 3.05 02 0.02 •
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1 I100 9.68 7.69 6.48 4.96 3.42 2.00 t.43 0.86 0.50 0.30 0.1'1 0.09 O.Ob 0.05 0.03 0.02 0.02 0.02 �f' �;!rj,�,j, :-f �� � -� "� .---r'"� '
•
200 10.48 8.30 6.99 5.44 3.8 ! 2.24 l .61 0.97 0.56 0.33 0.19 0.10 0.07 0.05 0.03 0.02 0.02 0.02 `,�;,:r� Iiiiir-rfr~~+r I • •
�0 1 1.53 9.1 I 7.65 6.09 4.37 2.57 1.88 1.13 0163 0.38 0.2 i 0.11 0.07 0.06 0.03 0.03 .02 0.02 �/,_;;r{,!!// : � f . •
r � eek
/ . 5
1000 12.37 9.74 8.15 6.60 4.82 2.85 2.10 1.27 O.d9 0.41 0.23 0.12 0.08 O.Od 0.04 0.03 0.02 r0.02 ';/r,/•, / !! ,
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Text version of table 4 These pregpitadon frewency estimates are based on a M".duradm,�. ARI is the Average Recurroce lnterval. r /
Please refer to the documentation for more inlama6m. NOTE: Formatting forces Estimates near zero ro appe� as zero.
CALL BEFORE YOU DIG.
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~{evisions: Date: Z
0~9 Nei
,gdd~d j~etai~ed ream To o Fy Culvert
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