20080659 Ver 1_Site Plan_20080409

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m n . - �. �. a ~ � sy �� Charlotte, NC 28208
,,, BM 2006 PGS 2547 2552 REV.
- - �, ' Landscape Architecture
Z m
PRIVATE
PRIVATE I s "�� �/
OPEN SPACE OPEN SPACE �[ z \ � 11> � Site Planning
r 1--r � I J� ¢
Civil Engineering
---- - ---- - ---- ----------- --- ----- ---- --------
.------- --- ---- I-- - I 1 I / W�� #"� / // www.sitesolutionspa.com
/ W 1 / 1
�"r �� Telephone-704-521-9880
W( DEDICATE\ °` / Facsimile-704-521-8955
STORM DRAINAGE SCHEDULE \ / I Ll-
I
I I 0 I OPEN SPACE
PRIVATE s ➢m °
Station Structure Structure Grate/Rim Grate/Rim Pipe Pipe Pipe Pipe Pipe Pipe \ OPEN SPACE / 53 I 1 > /] �o
No. No. Type Type Elevation Invert In Invert Out Material Die. Length Slope _ i Q ,"'" `iO3'/ / [ { V M Seals:
[Ft] [Ft] [Ft] [Ins] [Ft] [Ft/Ft] Description I -- - - - -- •
Town of Morrisville Morrisville Project -
Storm Drainage
EX DI 1 System
CB 840.16 296.85 293.20 293A5 RCP 24 56 0.0071 Upstream end of system TOWR Of Ca Llt'tli A royal \ __ ra � PLACEARM - f /� [ - ``��L���at+,tT;;`►„��,t`t'Af rr,.,
I Engineering & Planning Fees Paid ry ri PP / - -I Q Q 1?
MH 2 MH 840.54 296.40 292.75 290.76 RCP 24 146 0.0050 Connects to CB 3 I Water and Sanitary Sewer System / _J I I D:2 [y,[ ��'�/'
50 PUBLIC RIGHT-OF-WAY w W p L
Infrastructure Yes No Comments On April 3,2006 the ownership,construction,operation,maintenance, � / I BM 2006 PG 488 53 I �a >; N
------ C133 CB 840.02 293.50 290.03 290.03 RCP 24 26 0.0050 Connects to FES 4
management,and financing of the Town of Morrisville s water and sanitary sewer
Fees
FES 4 FES ---- 289.90 RCP 24 Proposed out fall of s system within the present and future corporate limits and Urban Service Area limits ` 53 N 1 !� , pp z
system. I `t / / f - A1
of the Town of Morrisville was transferred to the Town of Cary as per the merger
Culvert agreement between these two Towns.All water and sanitary sewer system design
Town of Morrisville
------ FES 6 FES ------ ------ ------ 293.00 RCP 12 26 0,0192 Upstream end of culvert and construction shall be in accordance with the Town of Cary,Standard 1"IPF SSMH
I Released for.Construction Specifications,and the Standard Construction Detail Drawings. \ /I ( I RIM ELEV=315.20 �} / /° i3,o
00
FES 7 FES 292.50 RCP 12 Downstream end of culvert I >�`` �� I V) 1 (INACCESSIBLE) / / r/j $� I " AS
+c�'
Culvert, � Approved by the Town of Cary � \��-- --- -- � � 53 I � /� �`'rf�utnu,u+++"
(signature required) ` I 1 �/ �,/ &.a7.4
______ FES10 FES ------ ------ ------ 294.26 RCP 12 26 0.0100 Upstream end of culvert �
I Engineering Date ��` ���.�� I `� G
FES 11 FES 294.00 RCP 12 Downstream end of culvert ` \ Q /
Date PRIVATE y /
Culvert I OPEN SPACE
------ FES 12 FES ------ ----- ------ 312.50 RCP 24 38 OD132 Upstream end of culvert
B./J O,S 1 ELEV=313.95
FES 13 FES 312.00 RCP 24 ------ ------ Downstream end of culvert ^ �e q/{Ij�
Culvert I I // \�r TO N TALL PMOVE RIP EE AIR UIRED` �is�c\ \� ACCESSIBLE)
-----
-- FES 14 FES 318.80 RCP 18 28 0,0107 Upstream end of culvert Owner Certification / // s / TRAIL 0 K BY OTH
----- 318.50 RCP 18 Downstream end of culvert I I / / \ COMMON \� /�. / ,. // (NIC
______ FES 15 FES ---- - ------ ------ ------ OPEN SPACE ''�
I I The Owner/Developer hereby certifies that; all Town comments // / T / /
culvert / 3 I �'
------ FES 17 FES ------ ------ ------ 325.00 RCP 12 26 0.0380 Extension of Culvert have been incorporated into the Drawings and Specifications, 315.8/ 52 ` OF CARY Sang m
Culvert I I the Drawings are in compliance with all Federal, State,Local / / / - _� SSMH 12 Y SEWER EA MEN �ypp�glpi WI
-7---- - T RIM ELEV=316.00 s< / 1998 PG
d�
FES 19 FES Standards and Town of Morrisville and Town of C /
------ ------ 325.40 RCP 12 20 0.0050 Extension of Culvert �-y 52 / / / 31aIPF �4.1�"��1j (INACCESSIBLE) � , OFCARYPR
Culvert I I Ordinances, Standards, Specifications, and Details and the / / / / / / �•-[� ��? " �' �"� - SSMH ` 6
--l--- HW 20 HW 322.50 RCP 3-48 48 0.0104 Upstream end of culvert / / / / 9PF 161 N TRAIL WOR .
I Owner has checked the plans to confirm that there are no errors / / 52 / t1 3� ..:I' I I P
/ ® / / / � �'� CONTRACTOR SHALL MEET AND
HW 21 HW ------ ------ 322.00 ------ RCP 3-48 ------ ------ Downstream end of culvert or omissions. The Owner/Developer hereby certifies and agrees / %a9PF 3 � ` / TCH EX N TRAIL.
I I to take such action as may be required by the Town of
Culvert / / 53 / / / F° t' •�
ay-�
Morrisville and Town of C to correct an errors omissions or �)
------ FES 22 FES ------ ------ ------ 331.00 RCP 2-36 48 0.0104 Upstream end of culvert "'.r }> > i
FES 22A FES ------ 330.50 RCP 2-36 Downstream end of culvert I I non-compliance with Town of Morrisville and Town of Cary
------ ------ `\
Ordinances, Standards, Specifications, and Details and/or re- ,,d ,1
Culvert I I execution of this construction plat with the appropriate / / / � / `�' S'Q�
------ FES 23 FES -----' --_--- ------ 332.00 RCP 36 37 0.0108 Upstream end of culvert
I I corrections.and/or revisions. / / / <; ;:. +IRS �( ���`� (/) C) U
______ FES 24 FES ------ ------ 331.60 ------ RCP 36 ------ ------ Downstream end of culvert
Culvert I I 0' � ;:.'<!;
S p vc _ .t S H L
FES 25 FES 338.86 RCP 15 10 0.0100 Extension of Culvert v \�\ �� ,
Culvert \\ - /// \\\ / � �
e IM�ESSIBLE 05 ;
p I I owner Date ZOps `0 \ ��' \ \\ `' 9 (INACCESSIBLE) O
------ FES 26A FES ------ ------ ------ 333.50 RCP 15 30 0.0100 Upstream end of culvert
r
4$4-W4Y N 7
------ FES 27A FES ------ ------ 333.20 ------ RCP 15 Downstream end of culvert
Notes: I- - ------ - I ;
CB=Catch Basin;NCDOT Std.Index No.840.02 and 840.03. -- -
/
DI=Drop Inlet NCDOT Ski.Index No.840.15 and 840.16. ( I \\ // _�1+ �` L
MH=Storm Manhole;NCDOT#'s 840.51 and 840.54. I I �� /i/ �/ N 8 0 S r
HW=Precast Concrete Headwall.
WCS=Water Control Strucbre.
I I _ V
RCP=Reinforced Concrete Pipe,Class III.Watcr6ghtconstruction("0"ring gaskets). / --__!;� � ,'', / I
FES=Flared End Section. SSMH
�+ STORMWA7ER CONTROL STRUCTURE / I RNA ELEV
BILE 5
Q I & ACCESS EASEMENT I ) I O
BY 2006 PG 484 31 cy� 1 n, .
36 I
,
I •�
CONCRETE
3R4.70�
\ \\ RIM ELEV=317.50 �
QG \ \ (INACCESSIBLE) / J�p I „ ''"'' 0
1100,
N / / /
!1, " o,
1-01\ DEDICATED
OPEN SPACE I .�•'"
U I W 519 \ �/ iMS77NG STORM EA I -'-
«:>' /
EVSnNG 20 TOWN Of � \ /:. / /� BM 20 PG 485
/ ,
/ �, CARY WATER EASIEMENT /\ 5
p� / ..
I N I / y Ii // \ \ B�/ PG 485 �\ / / »'? ] ELEV=317.30
o / r+ >'::> � s ACCESSIBLE) ~
! ( - Project No: 1719
/ 000, \ '000
50P GREAT
C RIGHT-OF-WAY WAY 16 I I / ��GO� / \ \ ` \ �/ ;'. . Drawn By: S.Hirsch
BM 2002 PG 128 SEE SHEET L-1.4 FOR tr'
LE( CAR WAY ADDITIONAL STORM / / \ � �\ / '� �^ .-- Designed By: J.Ashbaugh,
0 -OF-WAY / SEWER WORK. I / / \ 321,E :. ::.;;:` � � �-
BUC RIGHT / `�\ O \ ✓
o 2002 PG 128 \ ..� / / �� .
\ 516 DEDICATED / � Checked By: Ashbau h
/ \ r' 1 s:>:;:::: OPEN SPACE � s Y J $ .
PR E CONNECTION TO EXISTIN ,✓ I / / �, " p- ExlsnlvG ro Ar&r
7 / w0000 / COMMUNICAnoN EASEMENT Date: 12.28.06
BM 2006 PG 485
EDGE OF PAVING. LONGITUDINAL /
o
OT TO EXCEED 5�1
'per
SLOE N / V=324.05 Revisions:
\ 19 51/ \ O i Ȥ: [ I UT (NE)=310.5,5`
<' 30'PUSUC SANITARY SEWER & / I / / l �. 51 F� \ / / ,.;<:-: I IN s=310.6
PRIVATE DRAINAGE
/ / / _(� © , \ /�4 w ( ) 01.10.07 Playground Relocated
0 BM 2002 PG
12828 EASEMENT
� / I �� � ,,,,•°" ;>.::>: . � Z ~""'
I 21 APJ05T GRATE TO MEET AND �1 >:,' � N \ � / I I / l f s\!'" � >:: : 19 s .I'
I MAT H PROPOSED GRADE '� M SSMH \ SSMH _ / / I / / .: ::;:;> :;` ' / 08.08.07 Town of Morrisville Eng.Review
o \ I RIM ELEV=329.90 RIM ELEV=326.45 O
N ✓ "
EXISTING DI 16
(INACCESSIBLE) (INACCESSIBLE)
(00
GRATE ELEV .; ::,: 10.17.07 Per Town of Morrisville
=330.00 #? / /I / �i' �13,�g31M:1:.:. / ( / 0 4
_ � 02� Comments
32$ _ 0
INN OUT (W)=326.65
-•tEc- ' \ / I I / �� � ��•; - ". �3i:: ". P/ a
01 - 'f 7 --�- �` � d / / // / I / .i�-� M �� � �& ' 7ER Q 2.27.08 Per Town of Morrisville
-o 326.8 ---• -� p. :;8 ��.- �,,.� } �\ _ ""-��''�.�!' ::s:.�•«:':'r"' -3 0_ SSMH a..,.-'"' Comments
c� •�„. d ,w,�' � 3'4 sue;:' .-.,,�, / � .:: _ " RIM EL =321.90 ' •�"- v
d 327. 2 ""'" "" INACe>`S IBLE 6 4.02.08 Per Town of Morrisville
z _ -327.8_ 3'4"IPF 1 �O" «r;»?: � fr�� ( ) 0 A
I'ifa .- ' ">:;::.::;•':. T Review
jaw
,a
o -
.:::: ..,:..:: .......
0
::.<.>:...
::...:.::::..:.:. :v. .:..:i:::..::.... Men • ns"_ Sheet Title:
7-77
NEUSE RIVER BUFFER
TOWN OF CARY 30' N'I� p _ - IMPACT PACT SUMMARY
5. SANITARY SEWER EASEMENT Q I -
� $t Grading/
N/F E710'S7TNG 40' BM 1998 PG 2053 ZONE 1 0.038 ACRES Z
TOWN OF MORRISVILLE 0'FEW
•�-� ' � � D rai na a Plan
cv PIN#0745.2521-20 1 �/y� `1 TOM OF�Y (TOWN OFGARYPROPERT]� I I
W W DB 123 8 2521-2524 EN OACHMENT ,� GREENWAY EASEMENT$
ZONE 2 0.17 ACRES g
_ = AND GR �� ,� SSMH I BAIT 2006 PG 485 A SSMH V
3 cn '� n RIM ELEV=324.75 - RIM ELEV=312.55
(INACCESSIBLE) (INACCESSIBLE) •�
�_ Z Z N ✓ e I I L
ZONING:AD E7!IS77NG 10'AT&T I 1.
AZ
Q caWMUNIcAnoN EASEMENT Sheet No:�-W 1998 PG 2054 I
50 0 25 50 100 3
1 =50 0 L=494
N

m z m z
v0 o� v� o�
STORM DRAINAGE SCHEDULE ¢
DHOWz¢=� �r�noo GENERAL NOTES: zi
r OT E
71�Cn SLOPE AS INDICATED ON PLANS LLJOH rOT-4N Ir rr LLJO" •
Station Structure Structure Grate/Rim Grate/Rim Pipe Pipe Pipe Pipe Pipe Pipe tiz-I=D PLACE GROOVE OR s-• �� oo�xz Hz�X> CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1". ooyxz
O S BELL END OF PIPE / C Z O =Z
No. No. Type Type Elevation Invert In Invert Out Material Dia. Length Slope x D y m TO FACE OF WALL \ w¢¢w x =T D D m rr n II w¢¢tL=
zx �_� �oxoo - zx PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 t ''xocs
[Ft] [Ft] [Ft] [Ins] [Ft] [Ft/Ft] Description =rn 0 0 6 �x~z`" x O O_n " , H x~z H"
z or-Tt o�LL ow z �L-�7 AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6' LESS THAN yF Ow
Storm Drainage System n��D o �` ~�� �N ZoN� c� �D ENDWALL LENGTH. ZoN�
EX DI 1 CB 840A6 296.85 293.20 293.15 RCP 24 56 0.0071 Upstream end of system D --- --- ° D
CONE. - > D >
< . 3' PIPE #4•BARS a�+ <H CONSTRUCT BOTTOM SLAB WITH FORMS. ~o F"
__ w o w
------ MH2 MH 84054 296.40 292.75 290.76 RCP 24 146 0.0050 Connects toCB3 oZ N - I I i\ i co rnz ro DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS o0
CB3 CB 840.02 293.50 290.03 290.03 RCP 24 26 0.0050 Connects b FES 4 ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
PLAN / e 12,, L WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
------ FES 4 FES ------ ------ 289.90 RCP 24 ------ ------ Proposed out fall of system. Z y SPACE BARS APPROXIMATELY
BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
j C (IF CONST. JOINT IS USED) DOWEL LU Z IMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
y FOOTING / F THE PIPE PLACE
Culvert D Z m G M G END ELEVATION BAR- X ¢ O W D m WHENBY HTHENCONTRACT ¢ O H
FES 6 FES 293.00 RCP 12 26 0,0192 Upstream end of culvert o1 C9 z p Z w to C9 z O Z w
- m w N W y m OR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM LL N W CO
SOLUTIONS
FES 7 FES 292.50 RCP 12 Downstream end of culvert = l'.{ '-' o N> ° 1 C�[ Cl) OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z > °
PIPE DOWELSSINGLE PIPE ALL WITH flEIN OflCE CO CRETE PIDOUBLE PIPE ~ pOI C C 117 = II rl H �' O
Culvert W m O 'r \ �� iLo 00
v pp W USE CLASS B CONCRETE. ¢ O
A r 1 �I C• DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42" m m x U.V
FES 10 FES 294.26 RCP 12 26 0.0100 Upstream end of culvert o? R[C Z � // BARS "x" "x" "x" "x" "x" "x" Y. "x" Y. "x" "x" "x" "x" "x" "x" v* "x" v* o Z D o O 2 3 2 0
\�/ W , W
.�' p _ __ ______ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 O j d Lu .� p G J d. p•
FES 11 FES 294.00 RCP 12 Downstream end of culvert D +-+�- �- --� M orY - 2 2 1 z z z z 2 3 2 2 M H Lu
D 2 M rr
H a X ¢ a li a H a ¢ ¢1L LL W. Morehead Street
r�0 .F.
0 DOWEL G QTY. j 2 2 3 3 4 4 5 2 2 3 3 a a 5 O 3 _ r o 0 3
Culvert m o L / L I TOTAL LBS. s s 14 14 19 55 65 12 12 19 19 23 77 sz ZQ Z W co m m o Q Z W �p Charlotte, NC 28208
FES 12 FES ---- ------ ------ 312.50 RCP 24 38 0.0132 Upstream end of culvert -n D =OPTIONAL CONSTRUCTION JOINT co W m �' n In D y W m `f
oC 0 DIMENSIONS AND CONCRETE QUANTITIES x W= C O C ✓0 * x W= x
------ FES 13 FES ------ ------ 312.00 ----- RCP 24 Downstream end of culvert < z USING CONCRETE PIPE o OC F ° < az'� H [-0 F Landscape Architecture
< z ELEVATION f,
(n m N COMMON DIMENSIONS SINGLE PIP DOUBLE PIPE J W (p m N J W
Culvert m 'A Z o D H B G 7 S L YD3 M L YD3 Z (�G m 2 0 Z V O �, Site Planning
FES 14 FES 318.80 RCP 18 28 0.0107 Upstream end of culvert N 0 x 5' 3'-3" 1'8" 2'9" 21i" slt" 5'-6" 0.7 2'-2" V-8" 1.0 w Z Z r ,� x w Z Z r
m1 18" 3'-7" V-10" 3'-2" 21z" 10" W-4" 1.0 2'-7" W-11" 1.3 a N m Civil Engineering
------ FES 15 FES 318.50 ------ RCP 18 ------ ------ Downstream end of culvert 24", 4'-2" 2'-1" 4'-0" 3" 10" 8'-O" 1.5 3'-e 1 V-5" 2.0
30, 5'-0" 2'-6" 4'7" 4L4" 111t" 9'-2" 2.3 4'-3" 13'-5" 3.1 www.sitesolutionspa.com
36" 5'•8" 2'-8" 5'.6" 434" 11Y2"11'•0" 3.4 5'-0" 18'-0" 4.5
Culvert 42" W-2" 3'-1" 6'-4" SW' 111'2"12'-8" 4.5 5' 10"18'6" 6.0
FES 17 FES 325.00 RCP 12 26 0.0380 Extension of Culvert as" s'-s" 3'-5" 7'-z" 5�4" 11L�"ta'-a" 6.0 6'-6" z1'-a" 6.o Telephone
-704-521-9880
"83801
*SEE SHEET 3 Facsimile-704-521-8955
culvert 838.01 838.01 838.01
------ FES 19 FES ------ ------ ------ 325.40 RCP 12 20 0.0050 Extension of Culvert NOTE: DETAIL ILLUSTRATES A CONCRETE ENDWALL FOR A DOUBLE PIPE. INSTALLATION
Culvert \ FOR A TRIPLE PIPE 15 C71MILIAR USE "M" DIMENSION FOR SPACING BETWEEN ALL PIPES. Seals:
------ HW 20 HW ------ ------ ------ 322.50 RCP 3-48 48 0.0104 Upstream end of culvert \
\ \ LENGTH OF ENDWALL ON BOTH SIDES OF CROSSING 15 27 FEET 6 INCHES.
+tt,tttIItIALL"Ji'tltltf.
HW21 HW ------ ------ 322.00 ------ RCP 3-48 ------ ------ Downstream end of culvert \ \\ OARO�r
Culvert \ +`
FES 22 FES 331.00 RCP 2-36 48 0.0104 Upstream end of culvert \ \\ - .�ls/y Y CAR WAY + �SCf7p ����'•
rIV�.{..�
50' PUBLIC RIGHT-OF-WAY------ FES22A FES ------ 330.50 ------ RCP 2-36 ------ Downstream end of culvert •
N/F
Culvert \ CENTEX HOMES / BM 2002 PG 128 \ +, ' LLN
------ FES 23 FES ------ ------ ------ 332-00 RCP 36 37 0.0108 Upstream end of culvert \
PIN#0745-78-0479
FES 24 FES ------ ------ 331.60 ------ RCP 36 ------ ------ Downstream end of culvert \ D139851 PG2346 �'r
BM 2003 PG 514 "" �
Culvert \ ZONING:AD
FES FES ------ ------ ------ 338.86 RCP 15 10 0.0100 Extension of Culvert
------ if
Culvert FES 26A FES ------ ------ ------ 333.50 RCP 15 30 0.0100 Upstream end of culvert STATE
LJ/11 IQC e I I I ( I I I I \ ,��•0$
V��ll11�G flW7G CT. ' MI
------ FES27A FES ------ ------ 333.20 ------ RCP 15 ------ ------ Downstream end ofculvert / \ \ BM 2003 PG 514
Notes:
CB=Catch Basin;NCDOT Std.Index No.840.02 and 840.03. / \ \ \ i / \ '
DI=Drop Inlet;NCDOT SId.Index No.840.15 and 840.16.
MH=Storm Manhole;NCDOT#'s 840.51 and 840.54. / \ \ \, / N \ 29 N.
' I
HW=PrecastCOncretgHeadwall. / \ \ \\ / t 1 ; \ I I QI I I
O EXISTING DI 18 _ .-.-
WCS=Water Control Struchare. / , , GRATE ELEV=330.50 326.2 I 326.8 _
NV OUT (W)=325.65 _
RCP=Reinforced ConcreSecton�Pipe,Class III.Wa�rtightconstrucfion(O"ring gaskets). / \\ \\ \\ 32 // , , y \\ / w-k.,.., � �..,-•-,...�.,,,,......,n.w`�,����� �� ^j'�'/lam I°t o ` .,µ M-- '. --"-- ,,,.,..-- � �_ � .3v� ��-- -327.8
FES=Flared End Secfion. / ` w i _ _ � � -- _ =
335 ��_•� NB�S ---- mm 33-
>414
QLOD/ DRAINAGE t / / , A -/ F 30 32 2 -7 -
EASWEN \ r ;
\ 20' PRIV�M 2002 PG 12_ \ \ / -
t ,O� RIM ELEV=3✓29„2�
(INACCF�SSt�LF
N/F (INAC SSIBLE)
\\ \ N/F \\ PUBLIC LAND \ / , , '" N/F `, ' i TOWN OF MORRISVILLE t ��
' \ THE TOWN HALL AND GREEN WAY TOWN OF MORRISVILLE PIN#0745-67-8600 ^^,,
\ COMMONS PROPERTY \ �' \ PIN#0745-67-8600 D812378PG2521-2524 AND GR ^^,, W O
121 `• J PUIG LAND W '
'� \ \ DB 12378 PG 2521-2524 -� ��
\ OWNERS ASSOCIATION \ ��. 7 \ HW AND GREENWAY4) .�
^ I. `PIN#0745-68-8556 \ ' _- - �.a.. �B • I PIN#0745-67-8600 4 •// \ PRIVATE PARK •.-se� DB 9426 PG 203 \ �' _ / "' - Q ( )
\\ ' ZOI-2 "' �\ _� _ _ WET !` C PIN#07DS�C-6- 43 I � < V v
WOODS gM�P6 t ( ZONING:AD - S.
`( / \ `�•�� `,'�, �\ -. •�-. __ ZONING:AD ��,\����: :�`'z�t� ,� � •'� , � \ , `�`� ' � /'
]1 F \ \ ' %{ \` <� \ 327. �� t. , ' � `, � ;.�'` \'�.'. . ---
GN d pv Zoo / \ ZONE 1 FO \ \ _ r
5 M
_ SSMH ....-• '•_.,, '`•,
\ -� NEUSE RIVER BUFFER '"
O � / .r RIM,,ELEV=325.70 T"'^,,, ./� ..,,. .--• � (��
ACCESSIBLE) I -- tEMS77NO 10'AT 0 LL O
/ \ \ / � �� CANMUN/CATIAN EAS�A/ENT w Lu
\ \ 121 \ / � \\ �`�` \ •5 � ,� ADJUST MANHOLE `.., �� ---' SM 1998 PG 2054 � O
MATCH/MEET FI
1 PUBLIC LAND �� Lu w
ut >,,
�,,�p '''"'`Y GRADE 327
AND GREENWAY �� w �.•.'"
z z
J J
\ �, ¢ ¢
\ \ < / \ ti� WOODS o / 2E 2 L
tv
\ roll; \ / CENTEX HOMES ! \
PIN#0745-68-6714 :'< SSMH
12 ' \ \ \ tee DB 9002 PG 2104 336•00 '�" Lp RIM ELEV=328.45
BM 2002 PG 126 336.00 / �� s (INACCESSIBLE)
I \ / ZONING:RM-55
�
lT P WC LA 3O' SA 2054 EMENT \ s
AIVD GRE WAY % ��� V`
Town of Morrisville
• �/ ,�.r."° ��� ��. �� ,, � � ; Morrisville Project
OWO DS� i t� o �� � SSMH - m \ Engineering& Planning Fees Paid Town of Cary Utility Approval
Y ::> `s RIM ELEV-335.75 �� \ . Project No: 2119
o 3 «: /,./'I i �1'IPF (INACCESSIBLE) ���
- ..� �s "j � �, to � Water and Sanitary Sewer System
operation,1 O 2006 fhe awneishi construction,o er tt n 33 n April 3 z Infrastructure Yes No Comments
• ,: ;F:,;y,,,.,.:,:.. /�" ��, ... ,• Drawn By: S.Hirsch
- 331.7 Lo �� ¢ -0 management and financing of the Town ofMorrisville s water and sanitary sewer
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/ Fees
sue-
. e resent and future corporate limits and Urban Service Area limits
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system within th
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Designed Ashbau h
o e own f C as per themerger of the of Morrisvilleiwastransferredtoth T o
� �- � o Town �• $
Cary P $ Y•
..... .... .... ..
_ 0�� 3 �� ' ��� 1 � - agreement between these two Towns.All water and sanitary sewer system design
"'
Town of Morrisville
' / �� ��. �- ,.-•--••` and construction shall be in accordance with the Town of Cary,Standard
Released for Checked By: .Ashbaugh
o �/ j / k ice'/ � 1 - ' Specifications,and the Standard Construction Detail Drawings.
x. I
N/F Date: 12.28.06
U / TOWN OF MORRISVILLE 1 � Approved by the Town of Cary
0 '`' SSMH PIN#0745-67-8600 1 ,�cF" 1 (signature required) i
ai ..':..;..>:;>>:::i8<;:::::::: 's ..,,>. :., ..,.,,.<,•.:.; __ RIM V=331.8 DB 12378 PG 2521-2524
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,.:» ?c «{<"">: r N/F Engineering Date
; ;<:;: (INACCESSIBLE) hffF �` TOWN HALL ASSOCIATES, LLC Date Revisions:
QOS7ING f0'AT&T lr PIN#0745-68-8403
a }'` COMMUNic*4710N EASEMENT PIN#0745-58-8747{ , ti 1 DB 8998 PG 364 N IQ 01.10.07 Playground Relocated
No BM 1998 PG 2054 Dfi 44436-F '1485 I - '�� BM 1988 PG 815
` 29P1iW6-R{ MD -. '-' 1 `' ZONING:AD O
o ` Owner Certification 08.08.07 Town of Morrisville Eng.Review
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� •�•,-•,.- •'' 4 10.17.07 Per Town of Morrisville
\\ \� The Owner/Developer hereby certifies that; all Town comments O Comments
co (o "" , O Q 2.27.08 Per Town of Morrisville
have been incorporated into the Drawings and Specifications 5
\� o the Drawings are in compliance with all Federal, State,Local Comments
z I- IL- r-- Standards and Town of Morrisville and Town of Cary Q 4.02.08 Per Town of Morrisville
o �� w w - Review
Q ��� _ _ - Ordinances, Standards, Specifications, and Details and the L
-- Owner has checked the plans to confirm that there are no errors 4)
w w --� p Sheet Title:
:N _ z - - or omissions. The Owner/Developer hereby certifies and agrees
to take such action as may be required by the Town of
NEUSE RIVER BUFFER Morrisville and Town of Cary to correct any errors, omissions or Grading/
IMPACT SUMMARY non-compliance with Town of Morrisville and Town of Cary Z
N Ordinances, Standards, Specifications, and Details and/or re- �,� Drain age Plan
W ZONE 1 0.19 ACRES execution of this construction plat with the appropriate V
ZONE 2 0.33 ACRES corrections.and/or revisions.
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v Owner Date Sheet No:
50 0 25 50 10�
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STORM DRAINAGE SCHEDULE
Station Structure Structure Grate/Rim Grate/Rim Pipe Pipe Pipe Pipe Pipe Pipe
No. No. Type Type Elevation Invert In Invert Out Material Dia. Length Slope
[Ft] [Ft] [Ft] [ins] [Ft] [Ft/Ft] Description
SormDrainage Systemt EX1 I CB 840.16 296.85 293.20 293.15 RCP 24 56 0.0071 Upstream end of system
MH 2 MH 840.54 296.40 292.75 290.76 RCP 24 146 1 0.0050 1 Connects to CB 3
------ CB 3 CB 84002 293.60 290.03 290.03 RCP 24 26 0.0050 Connects to FES 4
------ FES4 FES ------ ----- 289.90 ------ RCP 24 ------ ______ proposed out fall of system.
Culvert
------ FES 6 FES ------ 293.00 RCP 12 26 0.0192 Upstream end of culvert
FES 7 FES 292.50 ------ RCP 12 Downstream end of culvert CANTROIL POINT 15118 I ' SOLUTIONS
(SEE SYEET 1 OF-6) '
Culvert 2 3 2 0
FES 10 FES 294.26 RCP 12 26 0.0100 Upstream end of culvert
/ W. Morehead Street
FES 11 FES ------ 294.00 ------ RCP 12 ------ -_____ Downstream end of culvert / I
/ C Charlotte, NC 28208
Culvert
/ THE TOWN HALL 126 12
FES 12 FES 312.50 RCP 24 38 0.0132 Upstream end of culvert
/ COMMONS PROPERTY Landscape Architecture
FES 73 FES 312.00 ------ RCP 24 Downstream end of culvert /
/ OWNERS ASSOCIATION 1 Site Planning
Culvert / PIN#0745-69-5132
------ FES 14 FES ------ ------ ------ 318.80 RCP 18 28 0.0107 Upstream end of culvert / /
DB 9426 PG 203 EXI NG RIP RAP TO BE REMOVED Civil Engineering
FES 15 FES Downstream end of culvert / BM 2002 PG 126 AND LOCATED AS gHOWN AT OUTLET
"---- ------ ------ 318.50 ------ RCP 18 ------ / ZONING:RMCU I � www.sitesolutionspa.com
/ Q OF FES. (TYP.) 9 '
ulvert / � Telephone-704-521-9880
------ FES 17 FES ______ ______ ______ 325.OD RCP 12 26 0.0380 Extension of Culvert \ ' I
Culvert /
Facsimile-704-521-8955
------ FES 19 FES ------ ------ ------ 325.40 RCP 12 20 0.0050 Extension of Culvert / / ��-
� _ \ i
/ / RIM ELEV=3SSMH Q
Culvert / // / / , 38.80 \ �� ' V1PF j,� Seals:
HW 20 HW 322.50 RCP 3-48 4S 0.0104 Upstream end of culvert (INACCESSIBLE) r,
�/ \,\ �iQtrU.rllLJr
HW 21 HW lI ,��1 trrr
= 322.00 ------ RCP 3-48 ------ ---___ Downstream end of culvert / , [` � \\\ r'
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Culvert / / JAN GRA O ; f
FES 22 FES 50' P ATE ELEV=343.15 \ \ \ N ^j ��
-- 331.00 RCP 2-36 48 0.0104 Upstream end of culvert QMBUC RIG►�T'-OF _•,i N INV OUT (W)=339.40 / / \ \ 12 \\� �\ PARK / �' S�`ip f�
\ /
/ \ // 13 2002 PG 127 WqY \\A INV IN (N)=339.65 `
------ FES22A FES ------ ------ 330.50 ------ RCP 2-36 ----- Downstream end of culvert �o INV IN (NE)= \ \\���\\�\ �� ,:�
Culvert \ / `,- .� ..;. �G
,+
LLK
------ FES 23 FES ------ ------ ------ 332.00 RCP 36 37 0.0108 Upstream end of culvert / � \ \ \\ � ���• = ,
/ / - -- --- --•�
--- ' � � 1 SSMH \\ � \a�\ \
FES 24 FES ------ ------ 331.60 ------ RCP 36 ______ Downstream end of culvert � �/- - - \ \ RIM ELEV=336.10
Culvert ------ - /\ ` ' ( I�ti ' 1 y ♦�1 J..
(INACCESSIBLE)
/' �� C�►�
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------ FES 25 FES ______ ______ ______ 335.86 RCP 15 10 0.0100 Extension of Culvert // \\ //I f ++I I I�� 1 \\ 129 \\ \ � A�
/ I 1 N ' SSMH
Culvert / w \ \ RIM ELEV=335.45 °D a `\ \\ •I�$
FES 26A FES 333.50 RCP 15 30 0.0100 Upstream end of culvert / 13B / I I U (V (� , INACCESSIBLE
----- FES27A FES ------ _-____ 333.20 ------ RCP 15 ------ ---___ Downstream end of culvert t
Notes: / \ / 13
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CB=Catch Basin;NCDOT Std.Index No.840.02 and 840.03. \ / / 1�
DI=Drop Inlet;NCDOT Sill.Index No.840.15 and 840.16. / // / ' , I III I m ,,rcr W p \ \♦ ��'' o O
i GRATED INLETS I I , 1 O ^'•'ti+r' a '� \� H F�-
Y �y \ G \�1
/ � / GRATE ELEV=341.35 0 ^" S� D
MH=StormManhole;NCDOTHeadwall.
40.51 and 840.54. / / INV OUT (W)=339.85 I It ' "� 0 3 pU9GREENWAY �� ��r` � W
H W-Precast Concrete Headwall.
/ �\ / /
WCS=Warr Control Structure. / +� / 13 I , � ,..p•��•� I � ,
335.1 - \ w w
/ N/F �� 3'4"IPF 134 L w�r � [ r S/ AN NEF ��• �\\ \
RCP=Reinforced Concrete Pipe,Class III.WatertightconsUuction("0 ring gaskets). / THE TOWN HALLS r .3 WE TOWN OF MORRISVILLE \
FES=Flared End Section.
/ COMMONS PROPERTY i P
y, •� er »:, .:.:.. .. I % 335.1 // ' PIN#07 ; T U
45-67-8600
w� �► .�' o - /wET / DB 12378 PG 2521-2524 EJgSTING f0' �\1 ¢ a
\\ / // OWNERS ASSOCIATION s342 INV fyOT FOUND ���i / N/F
/ Ar
PIN#0746-60-3046 ' J -' _ �► 474
/ G S \ �
\\ DB 9426 PG 203 3 2
/ BM 2002 PG 126 ="IPF - ' o ��- / PIN#074.-
\ / ZONING:RM %'���T"; SS 30' SANITARY SEWER EASE,
341.85 BY 1998 PG 2053GeD
(TOWNOFCARYPROPERTY)
\ / / i, t rz ' �h i f ..., Z GRATED C
/ SSMH X i
{ \ / RIM ELEV=344.45 �X PI 1 O-' 339.90 \ � ♦ lY .w ., - �= i�
1, y/ (INACCESSIBLE) • L ti \
yA��""-
��� 3 �oF°' F.E \ � I E) Z13►+' ' - >. / f ,. V
/ �70 / \ AA
WOODS , 45 -__ S� . < E342� \�. N/F�.,.•
pc / / \ �"�' o �� .5 rCP`w•" .. TOWN OF MORRISVILLE .�
♦ 1
CONTROL POINT#3840 G ry�j / \ ��,•t�!e� � �" "� �.�►"�' � 2�1
H DB 123787PG 252162524
NC GRID COORDINATES00
♦j // �•^ "°"" �� y4 IM ELEV=339.90 ~~`�
NORTHING 760363.568 F), G5 347.5 / ""' I .. '' : =�� (INACCESSIBLE) F -� O
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EAS71 cs NG 2046 ..tea
21233 � ....1 S T
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ELEVAAON :I5045 0 O / ' PI745-58-8747
/ � � a° ar !�' """ �
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350.0 / I$,I t [JC LAND Y N/" FiIV63 O
/° PDBCREENWA TOWN OF MORRISVILLE i�
AND ZAPW O �.
PIN#0745-67-8600 / CONTRACTOR TO I Z _
FIBER OPTIC LINE PRIOR TO F
B 12 78 2521-2524 -•'" •5
_ _ _ _ _ _ ~' SXCAVATION/GRADING OPERATIONS.
%/ �G S�% 349.2
� /y ' P II N#0745-69-3730
3��SnNG 10 nON N.INQ:�
UNIriAEN ' �'� -�NING:Rfl7t'
99P 2054WORK
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SSMH
RIM ELEV=350.30 PROVIDE CONNECTION TO EXISTING "'
(INACCESSIBLE) EDGE OF PAVING. LONGITUDINAL ~" Town of Morrisville
MotrisvilIe Project
SLOPE NOT TO EXCEED 5% Engineeriang & Planning Fees Paid Town of Cary utility Approval
Water and Sanitary Sewer System -
/ / Infrastructure Yes No Comments On April 3,2006 the ownership,construction,operation,maintenance,
-�" LINE TABLE Fees management,and financing of the Town of Morrisville's water and sanitary sewer
system within the present and future corporate limits and Urban Service Area limits
LI E BEARING LENGTH of the Town of Morrisville was transferred to the Town of Cary as per the merger
0 IfTown of Morrisville agreement between these two Towns.All water and sanitary sewer system design
I L17 S22'01'53"E 89.37 and construction shall be in accordance with the Town of Cary,Standard
N/F Released for Construction .i p� d.>-� � TOWN HALL COMMONS, LLC L18 S13'Ol'08"E 64.21 specifications,and the Standard Construction Detail Drawings.
PIN#0746-60-2867
;n - DB 9997 PG 1319 Project No: 2719
ZONING:GB (signature required) Approved by the Town of Cary I
Drawn By:� Engineering_ Date S.Hirsch
Date
IDesigned By: ].Ashbaugh,
Checked By: J.Ashbaugh
O
Owner Certification Date: 12.2a.o6
The Owner/Developer hereby certifies that; all Town comments Revisions:
have been incorporated i' to the Drawings and Specifications,
the Drawings are in compliance with all Federal, State,Local N Qi 01.10.07 Playground Relocated
Co Standards and Town of Morrisville and Town of Cary 1011011011
Ordinances, Standards, Specifications, and Details and the O 0
co Owner has checked the plans to confirm that there are no errors 0 08.08.07 Town of Morrisville Eng.Review
or omissions. The Owner/Developer hereby certifies and agrees 0
3 to take such action as may be required by the Town of 0 4Q 10.17.07 Per Town of Morrisville
Comments
/ Morrisville and Town of Cary to correct any errors, omissions or
Q 2.27.08 Per Town of Morrisville
non-compliance with To{ m of Morrisville and Town of Cary Comments
/ Ordinances, Standards, Specifications, and Details and/or re- 0 6 4.o2.os Per Town of Morrisville
0
Q
execution of this construction plat with the appropriate Review
corrections.and/or revisions. L.
N /
Sheet Title:
o
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N
NEUSE RIVER BUFFER owner Date Z Grading/
IMPACT SUMMARY
4 Draina a Plan
ZONE 1 0.15 ACRES
V g
0 ' ZONE 2 0.11 ACRES
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0
CD
d. Sheet No:
50 0 25 50 100 ;
1�t 0 L=4 * 6
=50'
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