20080659 Ver 1_Site Plan_20080425

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1 SCHEDULE ~N, ~Q z¢=ti DNo°° GENERAL NOTES; ziz=ti
5TORM DRAINAGE r Q T i N / ELOPE A9 F j/6LOPEA3[NDICATEDONPLAN3 aoN=Z NZ~=D CHAMFER ALL CORNERS 1" OA HAVE A RADIUS OF 1", ooa=z o
Station Structure Stmcture GratelRim GratelRim Pipe Pipe Pipe Pipe Pipe Pipe Hz~xy PLACE GROOVE OA _ g~ ~09n1 BELLBELL ENS. No. No. T e T e Elevation Invertln Invert0ut Material Dia. Length Slope xmZym ro FACE of wau ~ YP YP - ~~~o~ z.ei~m PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" r~~c~
Ft Ft [Ftj [Ins] ~FtJ ~FtIFt~ Description zN9oo I ~ s [ 1 [ I • c,o~ ~ - i~ ~ T s NH¢-FOw zH-yo°° AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN NHZ-pow
I ~ StormDrainage5ystem , ; 3~r PIPE ooy~ o~~z ENDWALL LENGTH. a°y~ Z ,N
E%DI1 CB 840.16 296.85 293.20 293.15 RCP 24 56 0.0071 Upslreamendofsystem N" ~ ~ir~ o I ~ ~ l~ L ~~PIPE g4•BAA3~ 1~- zoo N~D CONSTRUCT BOTTOM SLAB WITH FORMS. a'D" ° i ~ ~ w i w
i~ 1_ RCP 24 146 0.0050 Cannect;bC83 - 296.40 292.75 290.76 ~~J ~ MH2 MH 84D.54 i~ ° DO NOT INTERPRET WALL THICKNESS (Ti SHOWN FOR THE THICKNESS ° ~ ~ ACCEPTABLE, BUT IS UBED IN COMPUTING ENDWALL QUANTITIES.
PLAN ~ " ° ° 1z' WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM 3
293.50 290.03 290.03 RCP 24 26 0.0050 Connecl;bFES4 e - CB 3 CB 840.02 FOOTING ~ (IF CONST, JOINT IS USED) OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. DOWEL W c1 SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
FES4 FES 289.90 RCP 24 ••----------Proposedoutfall of system. Z Z m G a c END ELEVATION NATION BAR-"X" ¢ ~ F 3 ~ Z Z m BY THE ENGINEER, ¢ ~ N ~
~!DOz ~ i Cnlvert m H I pZ~W N~tlz OZ~W w N W y ~ m ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM w N W N
FES6 FES 293.00 RCP 12 26 0.0192 Upstream end of culvert ~ ' S O ~ N /ham /1~ DOWELS IN ENOWALL WITH AEINFOAi SIN ENDIYALL WITH AEINFCACEC CCNCpETE PIPE Z J o z ~ m = OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH, z J o VBLE PIPE DOUBLE PIPE 3 O ~ rn ° C USE CLA55 "B" CONCRETE. 3 O ~ ~
c C ~ x ~ i~` PIPE sINOLE PIPE Wm~, , 1,, ~ ~ li', ' ~ ~ I 1 ~ I I LoD.~ DIA. 1s" ~e" ; z4" I aou ae" az" 4e^ 1s FES7 FES 292.50 RCP 12 Downstreamendofculverl ae' az^ 4e^ ,a^ ,e 2a' 3o' as"~ az" as" ¢ W v ~ a r 111 ~ _ ~ 3+, ~qi s a1,.: ~ W v ,X..z v* 'z r+ „x I,.x, .x, „X^ a y, "x„ y. ° J W w p 111 G z I"T~ C, S~i G; ~ W 2 3 2
~ ~ O 2 I~' ~ ~~I ~ 1~ ~ SAAB X ,.x,. ,x, .x. Y' „x.. Y" r. O _ ~ i O QTY. 2 2 3 1 5 4 4 i 5 2 : ° q a s 2 i 2 i s S a l a s p Jd a - ~ p i~9'»"`4.~J O Jd d
Culvert 'p ~ D T f - ~ i I 2 ~ 2 M Ott. i ~ - ~ ~a~ FES 10 FES 294.26 RCP 12 26 0.0100 Upstream end of culvert 2 -1 z z z z z z 3 2 ¢ a H H H A D Di ~_.,t J ~ a a a ~ ~ ~ 0 3 d "a W. Morehead Street a s I sl E ~ zl a a 4 a s' ~ 03 v fir' o
m f r v L~ DOWEL G I QTY. 2 2 i 3 3 4 4 5 1 2 Rt p ~ TOTAL LBS. 9 19 114 14 19 55 65 17 i~ 1t D - OPTIONAL CON9TAVCTION JOINT s 5s I ss ,z,,z 1B' 13 a3~ n sz Q Z W p3 m m P o r~ T i~'-~J~ Q Z W~ Char~Otte, NC 2a2~8 NWJa ~D ta'i`' vFiWJa
fES11 FES 294.00 RCP 12 ------------Downstream end ofculverl _ _ - m C ~ ~ DIMENSIONS AM1 CONCRETE QUANTITIES N U,0 CONCRETE QUANTITIES = W ~ ~ O ~ 'A ~ ~ •i 1 Ni~3r%;~" = W = ¢
~ r Z ' VSING CONCAETE PIPE Culvert ~ y ~ ELEVATION coauon DIa6NSIOns sINaLE PIP Dc N CONCRETE PIPE W 0 = ° r Z 4 W ~ ~ = Landscape Architecture
FES 12 FES 312.50 RCP 24 38 0.0132 Upstream end of culvert m~ Z Q i D H e G T s L YOA ' a s ^ I, s'~s" B,7 L! s sLNa~E Yo3P i N oouaL PIPEas tJ7 OWC ~ : 7NC ~ M m L,,~r~'u~ldvS pg~D V ~ ~ ~ F ai~^ ~ 5'-B,~I 3.T ~ 3,-a•~ ,,-a„ ,.B W v = ~ ~ i z $ W ~ Z N Site Planning
31200 RCP 24 Downstreamendofculvert ~ ~ x 1s 3'~3^ 1'-a" z'-s" z+.4"' z'-z" r 18" 3'-7° 1'-10" 3'~2" 210° I 10" ~ 6'-4' 1.0' 2'~7" FES 13 FES N m 24° 4,-2" 2'~1" 4'~0" 3° ' 10,r II e'-O" 1.6 3' S° I ,o° 5'.a° ,.o' r-," a'-„~~ ,.3 ~ a N m m a r Civil Engineering IOW ii a,_O,~ 1.6 3' S" 1,'-fi" 2,0
30" 5'-0" 2'-6" 4'~7" 41j" ~41Verf 11112"I~ 9' 2" 2.3 4' 3" I itY2^it' O" 3.4 5' 0" 36" 5'-6" 2'-a' S'-6" 4 " „12"I~ 9'-2" 2.3 4,-3" i3' 5" 3.1 vrww.sitesolutionspa.com
FES 14 FES 318.60 RCP 18 28 0.0107 Upstream end ofculverl , 42" 6'-2' 3'-1' 6'-4" 53y"'; 1112 72'-9"I 4.5 5' 10" I „i~^'hz'-e°i a.s s'-m^ ~a'-s" s.o Telephone-704-521-9880
49" 6'-9" 3'~6" Y~2" 5Sd° 11112"14' 4" 6.0 6' 8" FES 15 FES 318.50 RCP 18 -----•------Dawnstreamendofculvert SHEET 1 OF 3 'SEE SHEET 3 „1"e"I,a,.4„~ e.B s,-a., 21,.s„~ a.B SHEET i OF 3 SHEET 3 OF 3 SHEET 3 OF 3 Facsimile-704-521-8955
838.01 838.01 838.01 838.01
Cnlvert NOTE: DETAIL ILLUSTRATES A CONCRETE ENDWALL FOR A DOUBLE FES 17 FES 325.00 RCP 12 26 OA380 Extension of Culvert \ FOR A TRIPLE PIPE IS SIMILIAR USE °M" DIMENSION FOR SPACIN )R A DOUBLE PIPE, INSTALLATION
POR SPACING BETtNEEN ALL PIPES, Seals:
\ EET Calvert \ \ LENGTH OF ENDWALL ON BOTH SIDES OF CROSSING IS 27 F FES 19 FES 325.40 RCP 12 20 0.0050 Extension of Culvert \ IS 27 PEST 8 INCHES, ,5'`Lt{48lUIiUJJJIJ!
\ ~j X71, l\~~ 4~ V~'l~Yt~ ~Eq.
Culv~t \ \ FES 2D FES 321.70 RCP 3-48 48 0.0104 Upstream end of culvert \ \ Y _ ~Y CAR WA ,,°'o~~,t~~sc,~p r~<-. 4
\ \ 50' PUBLIC RIGHT'OF'WAY ~ ~ ~
FES 21 FES 321.20 RCP 3-48 -•-•--------Oownstreamendofculvert \ N/F - - BM 2002 PG 128 1 Y ~
\ CENTEX HOMES Culvert r' " ~ ~
FES 22 FES 330.40 RCP 2-36 48 0.01D4 Upstream end of culvert \ PIN#0745-78-0479 DB 9851 PG 2346 ' _ I_ Q
w:.. ° ------Downstreamendofculvert \ BM 2003 PG 514 FES22A FES 329.90 RCP 2-36 \ ZONING: AD
6~ / \ \ - - Culvert 6 I I I ~ JJrrJUrrrramul~n°`"
FES 23 FES 332.00 RCP 36 37 0,0108 Upstreamendofculvert / \ \ o u / \ RI o R I I i i i ~ I i I I ~ ~.a9.o8
\ \ \ STATE HOUSE CT. FES 24 FES 331.60 RCP 36 Downstreamendofculvert / \ 33 ~ PROPbB~ RIP RAP I ~~I I I I I I 20 I I
/ \ \ ~ 8M 2003 PG 514 I ~ (CL 1) APRON I gl I I I I I I I
Culvert / \ \ \ FES 25 FES 338.86 RCP 15 10 0.0100 Extension of Culvert / \ \ / ~ ~ LENGT~1=1® LP ~ I I 2s j 24 I 23 I 22 i 21 II
\ \ , ~ \ / \ \ , / \
Culvert ~ / / \ \ ~ ~'r ~ \ 29 FES26A FES 333.50. RCP 15 30 0.0100 Upstreamendofculvert / \ ~ i \ I 28 I 27 I 26 ~~I I I O I I I I I
\ ~~la A I I ~mm I I I 1 I A 21 I I EXISTING DI 18 I I ,„„w•~n ` I I ~I I GRATE ELEV=330.50 NJ } ~ ~^~~3.3'^-m""`
FE527A FES 333.20 RCP 15 ------------Downslreamendofculvert / \ \ \ ~ ' ~ \ / \ v \ \ \ / \ / I INN our (w)=32565 ew a, 326.2 ~ 326.8 ~
Nobs: / \ \ 32 ` ` D \ / \ ~ / a !•TF
CB =Cabh Basin; NCDOT Std. Index No. 840.02 and 840.03. 122 \ \ \ ~ ' ~ ~ ~-335 / a c 30 5-~ ,~~J'~-.~.~~.~.~,~~..n^.. I, ~~mm =,'i ~,NO?.'i _ 330-------- - mm~~ -.m~ X29 -
DI = Drop Inlek NCDOT Stl. Index No. 840.15 and 840.16. ~ \ \ ~ ' ~ A l =SlormManhole•NCDOT#s840.51and840.54. T ~ a' w'' ~ MH EASED ~ ~ \ ~ _ / - .;1~ _
HW-PrecaslConaebHeadwall. r ~pRAINA 6 / \ O ~D S~rB'H t ~ _ ~ N
- \ 20 PRI~p 002 PG 11 " \ \ - WCS - Wabr Control Structure. 8M 2 ~ ~ ' ' RIM ELEV=°~29~28 3 7.r"p I \ \ \ '..m (INACCF~SSPE3LF~'' .5"5~~ RCP = Reinbrced Concreb Pipe, Class III. Wabrtightconstruc8on (°0"ring gaskets). ~ . I ~ , \ / LIMI'i~ OF ` #D r'~
FES =Flared End Section. ~ , ~ ' ~ ~ \ \ ' ~ ~ s , \ ~ ~ ~ ~ F' L ti > ~ ~ ~ ~ \
\ \ ~ \ ~ ' Z ~;1 ~ tai+a~~'~e ~ \ ' 5. I N1P (INAC SSIBLEJ ~
\ N~ PUBUC LAND \ ' 1 \ \ \ THE TOWN HALL AND GREENWAY ` N1P 4 I TOWN OF MORRISVILLE TOWN OF MORRISVILLE/ PIN#0745.67-8600
\ v wi., 121 \ COMMONS PROPERTY ~ ~ ~ _ oa,z37s Pc zsz,-zsza - AND GR /1~ W O wi. Pw#oTas-s~-asoo . .PI!@l:16 L4ND_.. . W NB 12378 PG 2521-2524 ~ ~ '
\ OWNERS ASSOCIATION ~ ~W ~ \4 ~ AND GREENW,4Y ~ ~ L
~ ~ ~ I \ ~ \ PIN # D745-68-8556 ~ \ / \ PRlVA1E PARK DB 9426 PG 203 \ ~`"~``t \ - - - - sr d ~ ~ ~%~_'id~ ' ~ ~ . I _ PIN # 0745-67-8600 ~ ~ ~ r , _ IP N # 0745-68-7043 I D6.9BBf~P6i2f94 ~ ~ Q U
tB4 Biah2982"Pr;'t28 ~x
\ ~ E ~WOODS~ ~ I ZONING: AD ~ ZONING AD ` ~ ~ \ ~ ~
QLE P~ ~ \ \ \ n, \ 327.
~S 1GN~ 126 1 \ ~c \ \ "1a~~rn~ ~ off. ~ ~ - ~ ~ ~`a. ~ 0 48 RCP ~ ~ , ~t ~
G~ ypp X20 ~ Z~Jr~ \ Y~ SSMH 0 \ \ 120 \ ~ 9,o i ~ NEUSE RIDER BUFFER ~ r f RIM Et t, ~ SSMH
1 ~ ~ O'A \ ~>?7 ~ ACC ~ RIM,,ELEV=325.70 I ys (~PdACCESSIBLE) ~ I ~ ~ , 0 0
~ ~ COllMUNICAi70N EATS~iUENT ~ 0 ~ w f'"~/'~ ADJUST MANHOLE ~ BM 1998 PG' 2054 2 2 ~ ~ ~ 0
~ 1 i ff 1 12 / / • ' \ \ .5 ~ ~ MAT! MATCH/MEET PI ~ S¦
\ / Z~ N~ PUBLIC LAND ;a / GRA 1 1 \ / ~ AND GREENWAY ~ ~ \ ~ GRADE f327 ~ . ~ ~ z z ~ ~ ~ 1 J J ~
O / I ~ v /
~ ~ / ` ~ ~ \ tia WOODS ~
T- ~ ~ 1 \ / o S ~ I 1 1 / / ti,~ ~ \ T w~ ~ ~ ~
I ~ 1 \ \ ~ , . ° ~ z~wra i ~ ~g~ © \ ~ ~ ~ v ~ / ~ v
1 ~ ~ `fit , \ ~ F ~ v~ I i ~ r ~ l~ I /
a I ~
~ ® 1 ~a+~ \ CENTEX HOMES w , . ~ / / / '
1 PIN#0745-68-6714 ~ s~. SSMH 12 1 ~ RIM ELEV=328.45 / / / / A* ~ / /
© 1 C~ DB 9002 PG 2104 336 ~ ~ I 1 1 ..1 336.00 ,.j~ _y ~ (INACCESSIBLE) \ ~ 8M 2002 PG 126 a~ ~ ,
ZONING: RM ~ ~ ~ 0 4 ! / / ' / ~
t( Vii' ~,V" i / 5 1 ~ , ~ ,i ~ ~ ' I_ / /
/ /
P C LA Y, ' , ;c~S- / 30' SA SEMENT t`E, ~ > ~i ~ f~
~ GRE WAY ~ / 2054 D
~ 1 O / Town of Morrisville Morrisville Project
~ ~ ~ SSMH ,'A'~ , ~ ~ • 'WOODS / ~ ~ m s~/ ~ RIM ELEV=335.75 \ ~ Engineering & Planning Fees Paid Town ofCaryUtilityApproval Project No: 2114•
• / / 3 '7 /A•~~ i ~ ~11~ (INACCESSIBLE) +4" a F`' N ,~,i / psi 4p i Water and Sanitary Sewer System
' ' / • 331.7 4r ~y.~ ~ ~ ' ~ ~ ~ ~ ~ ' Infrastructure Yes NO Comments On April 3, 2006 the ownership, construction, operation, maintenance, management, and flnaneing of the Town of MorrisviIle's wat~' and sanitary sewer D1aWR By: Hirsch
t + / ~ f . Fees system within the present and future corporate limits and Urban Service Area limits of the Town ofMorrisville was transferred to the Tawn of Cary as par the merger DeslgRe<i By: J. Ashbaugh,
Town of Morrisville agreement between these two Towns. All water and sanitary sewer system design and construction shall be in accordance with the Town of Cary, standard Checked By: J. Ashbaugh ,
a i Released fOr ~OllStrUCtlOn Specifications, and the Standard Construction Detail Drawings.
E ( r"""" r i ~ NIF a ~ ~ TOWN OF MORRISVILLE ~ /~c11 Approved by the Town of Cary Date: 1218.06 (signature required)
Y / V• `a -i ~ SSMH PIN#0745-67-6600 ~ Engineering Date
3 / , ~ ~ RIM ELEV=331.85 DB 12378 PG 2521-2524 N1F ~ aa` ~ (INACCESSIBLE) ~ 1 w,,...- LL Date Revisions:
N ~ ~ TOWN HALL ASSOCIATES, C r r,~Trv i inners ~ ~°~i ~ EJQ$111dti 10' AT~T (fin Z PIN #0745.68-8403
o ~-a'° t:0A111UN1!iATK1M1 EAS~fEkT PIN#0745-58-8747 , ~ DB8998PG364 N IQ 01.10.07 Playground Relocated
° BM 1998 PG 1084 DBii43FrPei485 ~ o j~. Z9PflW6-RA4&~!D s" 1 BM 1988 PG 815 ~ ~L ZONING: AD
1 U ' ` 0
~ Owner Certification 0 08.08.07 Town of Morrisville Eng. Review
O 10.17.07 Per Town of Morrsville
~ The Owner(Developer hereby certifies that; all Town comments 0 D comments
have been incorporated into the Drawings and Specifications, ~ Q 2.27.08 Per Town of Morrisville
N c0 N the Drawings are in compliance with all Federal, State Local ~ Comments ~ ~ Q 4.02.08 Per Town of Morrisville Standards and Town of Morrisville-and Town of Cary 0 Review
Ordinances, Standards, Specifications, and Details and the L Q7 4.23.08 Per T Commenu
V ~ W W P,,,.^- N S S Owner bas checked the plans to confum that there are no errors ~
or omissions. The Owner/Developerhareby certifies and agrees ~ Sheet Title:
- o - Z Z 7~ ""~•a.• U U to take such action as may be required by the Town of
~ ~ Q Q Q . ` ~v ~ NEUSE RIVER BUFFER 3U FFER Morrisville and Town of Cary to correct any errors, omissions or 3
(~7 ~ P ce ~ IARY non-compliance with Town of Morrisville and Town of Cary ~ G rod i ng/
~ IMPACT SUMMARY Ordinances, Standards, Specifications, and Details ancUor ro- D rat Wage Plan
ry ~ ZONE 1 0.18 ACRES 1 ACRES execution of this construction plat with the appropriate V
ZONE 2 0.33 ACRES corrections. andlor revisions. ~
A
m i 3 v L
m
0 m Owner Date = Sheet No:
3 c v
v ~ 50 0 25 50 10 O
Y v 1 11 =50s F. L=4*5
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STORM DRAINAGE SCHEDULE
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Station Structure Structure GratelRim GratelRim Pipe Pipe Pipe Pipe Pipe Pipe No. No. Type Type Elevation Invertln Invert0ut Material Dia. Length Slope
(Ft] [Ft[ [Ft] (Insl (Ft] [FtlFtj Description
Storm Drainage System
EXDI1 C8 840.16 296.85 293.20 293.15 RCP 24 56 0.0071 Upstream end of system
- MH2 MH 840.54 296.40 292.75 290.76 RCP 24 146 0.0050 Connec~bC83 DEtdR d~l~'~ 1"L~`~si~w.I;l~
- CBS CB 840.02 293.50 290.03 290.03 RCP 24 26 0.0050 ConnecUbFES4
FES4 FES 289.90 RCP 24 Proposedoutfallofsystem.
Culvert
FES6 FES 293.00 RCP 12 26 0.0192 Upstream end of culvert
FES7 FES 292.50 RCP 12 -•-•-•-•----Downstream end of culvert cavTRa PaNr,~lla
culvert (SEE SNEET 1 OF B) 48 LF-(2)I3S' RCP ~ 2 3 2 0
FES 10 FES 294.26 RCP 12 26 0.0100 Upstream end of culvert pNCwDEB rte)
FES 11 FES 294.00 RCP 12 ------------Downstream end of culvert / ~ I W. Morehead Street
' ~ C Charlotte, NC 28208
Culvert FES 12 FES 312.50 RCP 24 38 0,0132 Upstream end of culvert THE TOWN HALL 126 ~ 12 I
COMMONS PROPERTY ~ ~ Landscape Architecture
FES 13 FES 312.00 RCP 24 ------------Downstream end of culvert / OWNERS ASSOCIATION PRO~1~ ~ Site Planning
Culvert / / PIN # 0745-69-5132 D89426PG203 I.~K~`lii=18 I.P ~ ~ Civil Engineering
FES 14 FES 318.80 RCP 16 28 0,0107 Upstreamendofculvert / / / BM 2002 PG 126 ~ ~ www.sitesolutionspa.com
FES 15 FES 318.50 RCP 16 ------------Downstream end of culvert / ZONING: RM CU Q J Telephone-704-521-9880
Culvert Facsimile-704-521-8955
FES 17 FES 325.00 RCP 12 26 0.0380 Extension of Culvert /
/ / Culvert / ~ 1 SSMH o. d\~ ~ Seals:
FES 19 FES 325.40 RCP 12 20 0.0050 Extension of Culvert / / / / / / 1 RIM ELEV=338.80 ~
/ _ Culvert / / ~ _ ~ 1 (INACCESSIBLE) a1 G 1~i '1PF-,~ ~
FE520 FES 321.70 RCP 3-48 48 0.0104 Upsireamendofculvert / ~ 1 011 \ ~ , ~,t~~q+~ CA~p~'r.
/ GRA FES 21 FES 321.20 RCP 3-48 ------------Downslreamendofculvert / / 5G' P RATE ELEV=343.1: -GRA + 1 1l1 0 ti,~~,`i RATE ELEV=343.15 1 1 11 ~ RIBA 4~ d ~ ~fl
/ UBUC R~GHi_ N- INV OUT (W)=339.4 \ / 13 BM y002 PG OF-yygY ~ ~ INV IN (N)=339.65 INV OUT (W)=339.40 ~ \ , 12 If14~~ 11 ARK ~ ~ ~ y ~ p~ INV IN (N)=339.65 ~ 111! ~~,\1\ ~ ~ ~
Culvert / \ / 127 INV IN (NE)= FE522 FES 330,40 RCP 2-36 48 0.0104 Upstreamendofculvert ~ / _ _ INV IN (NE)= ~ \ t 1`1J~41 `1\ ` ~ ~
/ \ / f ~ ~ i i \ v10+ ~ ii\ f ~ 1 128 ~ 3~, ' 1 1 SSMH .L 1 h\ s i, ~
329.90 RCP 2-36 ------Downslreamendofculvert / / FES 22A FES \ _ _ _ _ _ _ _ ~ ~
/ ~y~------- I 8 O~ I Culvert / 1 I 1 1 RIM ELEV=336.10 \ g P ~ ' 1 1 (INACCESSIBLE) ~ \\'i °Oi° ~p
FE523 FES 332.00 RCP 36 37 0.0108 Upstreamendofculvert / ~ ~ ~ ~ I ~ ~
/ / \ / ~ ~ ~ FES 24 FES 331.60 RCP 36 ------------Downstream end of culvert / / I I I tN ~ ` 1 ` SSMH ~1 A ~ ~ ' ~ i ~ .0+7. p~ \ 1 RIM ELEV=335.45 1 ~ \ ~ v
/ / ~ ~ IVWtuO Culvert / \ 13fi / ~ I ~ ~ ec54 4 ~ 130 ~ ~ (INACCESSIBLE) 7 \
338.86 RCP 15 10 0.0100 Extension of Culvert / / \ / ~ - I ~ I=~ FES 25 FES / I I I ~ ~2N N ' O ~
/ ~ / 132 ~Ir~g 131 \ / I ~ 13 I ~ ~ ~N Culvert / © ~ O g 131 ~ ~ v ~ m ~ LL LL
FES26A FES 333.50 RCP 15 30 0.0100 Upstreamendafculuert / / \ / ~ I ( ~ ~ m
/ / I ~ / / ~ I [ GRATED INLET I, 15 Downstream end of culvert / I GRATE ELEV 341.35 FES 27A FES 333.20 RCP / / ~ / l INV OUT (W)=339.85
~ / ~ I ~ ~ ~ a ~Y ~ ~ ,Ey 3 pU~B~R~WAY vvv v uzi ai
Nobs / / / 135 ~ ~ ,~1,~~. ~ ~ / / a \ / ~ I ~ _ 335.1 AN .w~ ~ ~ v ``<v~ w w Nlf `a. \ Z Z
C6= Cabh Basin NCDOT Std. Index No. 840.02 and 840.03. / / NIF 134 ~ I , ~ ~ ~'»w DI =Dro Inlei; NCDOT Sb. Index No. 840.15 and 840.16. ~1'RF I O ~ ~ ~ ~s 1 r ~ ,3 WEB-TOWN OF MORRISVILLE M~ _ _ ~ .r % r ~ ~ ~ ~ 335.1 ~ / • PiN z alas s7-esoo ~ ~ \ .1 F ~
P / THE TOWN HALL ~ ,Y°I ~~.m / MH-StormManhole;NCDOT#'s84D.51and840.54. / COMMONS PROPERTY I ' O ~ % ~ ° ~WE ~ D612376 PG 2521-2524 a1$i'11~lr 1U 'd ~ ~ w NIF
HW PrecastConaebHeadwall, / I ~ ~ / 'ay / OWNERS ASSOCIATION WLS = Wabr Control Structure. / ~2• I ~ . ~ r~irrv canner \ / ~ ~ CAS ~ \ ~ ...~-w
RCP = Reinbrced Concreb Pi e, Class III. Wabrti htconstuction ("0" ring gasketsj. / PIN # 0746-643046 i ~o ij~ ~ ~ ` 0 PIN#0745- ! j i ~ TOWN OF CARY v'v. ~ ~7 ~ v\
_ / DB 9426 PG 203 ~ ; ~ $5 ~ FES -Flared End Sec6om ~ / BM 2002 PG 126 ,r ~ ~ o~ - ` ' ~ j ~ 30' SANITARY SEWER EASEMEN ~ ~~s~
\ / ZONING: RM r ~ ~ ~ , - B ' '341.85 .'341,85 BM 1998 PG 2053 ~ (TOWNOFCARYPROPERTYJ
\ / / cx , Z~ GRATED I \ / / ~ ~ 0 340.4 c '-GRATED I
/ \ / P X 7 ~ ~ i , , w I I ~ ~ EXISTING ~ RIP RAP _
i / RIM ELEV-344.45 X 7/ j ~ D• ~i 339.96 • ~ APRON (?0 REMNN ~ ~ ~ ~ ~
, / (INACCESSIBLE) / / i ~f/ ?i 4~ a~ ~ L i ~ \ Z ~ _ _ ~ ~ UNDISTURBED) ~ ~ U
~ ~0 1' r ` tt \ , p hry / \ ~ ` 0g2 , ~ ~ ` E ~ ~ 'TOWN OF MORRISVILLE /
/ / h WOODS - 45 _ ~ ~ ~ i -342 ~,~p \ 'L / \ ~ 1~ ' - . ' o i .5 4y~'~ - PiN a m4s~s~-ssoo , . ~ O T
/ \G 1 / \ ~ ~ ~ oa,zs7e ~ zsz,-zsz4 / / ~ „ / ~ ` IM ELEV=339.90 t~NTROL PA7VT j3840 ~ / \ _~~~I i~~ ~ fdlF . ~ ~ ~ o
NC GyifD COORDINATES J ry i'" A'' ~ ~.ari^, (INACCESSIBLE) / ' r1 ~ ~ 347.5 I ~ \ o ~ C .r-"' C+~'E 1 r" NARIFIING 76036,~5tS8 J / m~,••`.'""" f~FHS • Z - ~""zorE ~ z
O Q Q i5~ ~ •b ` / PIN 745-58-8747 0 ~ i ~,P..,., ~ i` ~ ~m~ / Da-rfzsa~e-fzs5s,...~• 4~
ELEVAfl01V 35Q~5 0 ~ ~ T / ~ - / zm~D
~ ~ ~ ~ ~ t 344.35 • / / 0 ~ ~ P ~ ~ # I ~ Nl~~ Fem. \ ~ / S"b ..w^""' ° 3
/ y® ~ $ ~ ~ ~ gUC LAN AY / prE' pU NW TOWN OF MORRISVILLE CONTRACTOR TO I Z 350.0 0~"~ ~ f'~S` ,7 a ~ I p ~n GR~ i 4ss7-aso ~ / E ~ ~
/ / ' + n AND ~ s,z~s' 2521-2524 / i ' M--' PIKER OPTIC LINE PRIOR TO
/ ~ „7 s~ ~ ~ m1 ~ ~ ~ . • , / °EXCAVATION/GRADING OPERAT10N8. o
i `7 i f 8 349.2 ~ ~ PIN # 0745-69-3730 / / ` ~ o~
A / / ~ ~ D~"JOQ2'PC'2Yth#/ ~ ~ -o
° i' ~nNG 1o noN I , ~ / ZONING: Rf~ -,~..w' \ ~
t~ ~
' / ~ AD ` ~ SEND 05'E I / ' xroxx X98 pG Y ~ ~ / \ M r \
~ SSMH Town of Morrisville MarrisviIleProject
RIM ELEV=350.30 I INACCESSIBLE PROVIDE CONNECTION TO q(ISTING I / Engineering & Planning Fees Paid Town of Cary Utility Approval
( ) EDGE OP PAVING. LONGITUDINAL ~ • Water and Sanitary Sewer System _
SLOPE NOT TO EXCEED 5~ I ~ / Infrastructure Yes No Comments On April 3, 2006 the ownership, construction, operation, maintenance,
/ / LINE TABLE Fees management, and financing of the Tawn of MorrisviIle's water and sanitary sewer - - system within the presant and future corporate limits and Urban Service Area limits
/ ~ • ofthe Town of Morrisville was transferred to the Town of Cary as per the merger
I LINE BEARING LENGTH / L17 S22'01'53"E 89.37 Town of Morrisville agreement between these two Towns. All water and sanitary sewer system design and construction shall be in accordance with the Town of Cary, Standard
/ wF L18 $13'01'08"E 64.21 Released ~Or COnStruCtlOn 5pecificatians, and the Standard Construction Detail Drawings.
/ I TOWN HALL COMMONS, LLC
PIN # 0746.642867 I • / I Approved by the Tawn of Cary •ProjeCt No: 2119 (signature required)
/ DB 9997 PG 1319 ` ZONING: GB ' Engineering Date Drawn By: Hirsch
Date Designed By: J. Ashbaugh,
Checked By: J. Ashbaugh
Date: 12.28.06 Owner Certifical7ion
The Owner/Developerhenby certifies that; all Town comments Revisions:
have been incorporated into the Drawings and Specifications,
the Drawings are incompliance with all Federal, State, Local N ~ 01.10.07 Playground Relocated
Standards and Town of Morrisville and Town of Cary O
Ordinances, Standards, Specifications, and Details and the 0
Owner has checked the plans to confirm that there are no errors O 08:08.07 Town of Morrisville Eng. Review
or omissions. The OwnerlDeveloperhenby certifies and agrees ~
to take such action as may be required by the Town of 0 4Q .10.17.07 Per Town of Commelnts Morrisville and Town of Cary to correct any errors, omissions ar ~ Q 2.27.08 Per Town of Morrisville
non-compliance with Town of Morrisviiie and Town of Cary ~ Q 4.02.08 Per Town of Mor sville
Ordinances, Standards, Specifications, and Details andlor re- ~ Review
execution of this construction plat with the appropriate ~ Q 4.23.08 PerT Commerl s
corrections. and/or revisions. ~
i ' ~ Sheet Title:
• NE NEUSE RIVER BUFFER owner Date Z .Grading/
IMI IMPACT SUMMARY ~ Drainage Plan
' za ZONE 1 0.15 /VCREB ~
, za ZONE 2 0.11 AOREB 'n
v L
0. Sheet No:
i
50 0 25 50 100
1 °=50' H
~