SW7091018_APPROVED PLANS_20131008

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW loya ff
DOC TYPE I ❑ CURRENT PERMIT
� P APPROVED PLANS
l�
❑ HISTORICAL FILE
DOC DATE ow /,O(�
YYYYMMDD

I_. __. �.: f)i J ,.�l.i G t �\ ,,� �„ 21 wt t �,: z`.:, - 4 I , , -.
RE' _._ Iw r i� `1. 1 ll' s- f. ?� s -r-:,
. 1, I.1/: . ,'_I� ;i _*I
.1 ./ -0,. . I\*
D
. . .. n/-I : . /o4/I1 I- )R,I ).4I,
I f\,,:
�I) ),:
-.- �,�, �II . �. �,1.I ,i�o1-fjJ�1ir� .5I
,,�" _\,I1r ."1,�I(-.�
"
",I
. I ./
2
r._.j _�I� 1�
..II
-j
-_/�I
;3
/ I ; II ",
I /i II
,,j� , l;1f, �;iI11"/�I1 t
I
1e
'. ; ,.i . 'J/
�-'I ,1,/ ,
II
)-, i r i � .CS 1 ' it ;7 i• ", ' . , 594r I_Er _, I i
N . .
\ f
t: L i' 7 \ ..� f' F '�J� l
C 1. i
Kw F
cc , )_ti _
J.
1
\\ ,\1\
'a 4 :t'
.�- :'- t
•
/5 , ! e !'
I
,
:
P(/B _ `r ,
-.
/0 1 I: d �, . 1. TR _ �` EXISTING EES
;, ! 1
369 /!v r 13 .� :zt \�� -a �;'�. ; -', �'E F r`,'` . TO BE REMOVED
- \. _ ,.,. r, i` - ORN
ti
j ; i\
,
_
1 \ -L
t, 1� E
;+ N , . -
1
�., -. ; ,:\ .-"' _
1� '
1.
01ST.
• SATE OF NORTH CAROLINA
1
( )
w. `i 1 _!
;r r 1;_.W..^Fy MULTI -STORY B502 PG 606 BRICK
rr f I _� _ _� :v- . 3 P.N:S,, 39306 I, \ %' / / t
Ni,f f `'1 ?`;�,. , `, EXISTING CATCH EXI5TING SHRUB12.
'' C. , ; ZONED; ,MI r t
3.M. RAILROAD SPIKE .- `,i t �° x,7- _ i BASIN TO REMAIN TO BE REMOVED
�- _ r
z �„ s
lfi
. l 1 �,
! d
L E ELEV. 35.68 FT
r � \
F i
1 1
r<h
r. - +^ i
.EV. 35.37 NGVD 29 +� °� --�"�
TF . _ .. , . ._,. - _..-.pro-...-
-�) ,�.,�'. � �. �1,1\\��I,I,,,'�%\,�,I1, ,1,`�I-�1,
r
"'
�_ �N..k
�-_ .1,
\�.,.,--A 1��.,i
"% �,1
O-
RANFERED FROM T.B.M. \.,, „'
: ,.;l!. t �faf t J \ c� , , t f, EXISTING CURB AND
ON EMERGENCEY DRIVE j ) �. ,,... \.
1
j �. e: ,; ; y -N - �� E. -' GUTTER TO BE REMOVED
_� i SEN
r 7 3 1=q � .�' E OTE 6 �,
i' .-
, jl J \
` \
0 r'
1 DI
y
r.,, F f a ` ` � , f`'
ff ,
f 1 (V If e f `\ti , : \\ \ d y ` ;:..: EXISTING STORM DRAIN
ff (({ , -a, : \ :, ,Y .>.,.,�- COORDINATE DEMOLITION
r : :i _� - ! ilr.,- 1 ��_ 4 - �• -.4y'. 3• 1 i'... ...�-L -, i 1 `.,
- ,' ` .11, _ REMOVE EXISTING
' 1� 1; Y � - STRUCTURE TO REMAIN;
j: ca,; T" y e;,': CB T ;.9 h ' a e j ma's` IN THIS AREA WITH OWNER ••'`
j 1 -
rr^ f, �? :. ,, . , , . O ; �, �;- ., , ;.. ; ASPHALT PAVING TO r REPLACE INLET TOP WITH
�: \ _r , N � _ r� TO MAINTAIN ACCESS TO
} e. '.. �� <. "o / . s PERMIT NEW NEW MANHOLE TOP
I , �a\t y r5: r' :., q\, X.-- /'� �: - EXISTING LOADING DOCK CONSTRUCTION
f G' `\ 'll - v SEE N
b' ,
m:.: I "�,� w-��°a - �C,_ _ EXISTING SIGN` ` `�,
`� -1- \. \'a ` , f - j_ TO BE REMOVED `h
I ,� } Z l-C �. ti -.
,: r O
\ - a
IW �� ;. ? �;. ,= EXISTING SIGN
` � Q , v a TO BE REMOVED `'
! :.
I
1 : - / ,
•,. �:, ,
\` % _ , ;! EXISTING CURB AND
I - fit? .'r -it 5 .. ... - _
�- % - ,,
Q l I } g \ . ,: GUTTER TO BE REMOVED
a
�1 �>� :•: _ r `. -' \ `\ ;a•''4,- IJ, i.'' .°5 ?.tom - -,-,.
L
t 10 , SEE NOTE 6
F,•, `�'. E EMOVE EXISTING \ _ �: /s +r �L ,. EXISTING CURB AND.
I �� J/I r.` STORM( PIPE FOLLOWING' ` 3 e 3 \ GUTTER TO BE REMOVED li _.
I.
,' } ' `' z8,_ "INSTALLATION OF NEW ROAD \, .X
I i
! %DRAINAGE SYSTEM AND FILL f �� / '�- 0
/' Via; bSED CURB ' . 4z.. `,\ �\ \ .v ' �, : - . ;! O - TC
I1
NC -WY 43
fh St.
tea•
5
FL'`�'pa� ' :' . n.
S o rf�
g
e
: >F
t ,�
SITE .�
G
d
G
�f
a e
./
`r
Q
C,
a N
4s'
@ port Blvd. ��I
o �Qsley
o
rn ,
C m a
�' 264 Bus°
! US Hwy
Stantonsburg Rd.
VICINITY MAP N.T.S. T
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM
RIVERS AND ASSOCIATES, THIS INFORMATION ORIGINALLY
ISSUED AND SEALED BY PATRICK W. HARTMAN, NCPLS
L-4262, ON 06/06/08.
'
�
I
`
�
�
;
ii
,
:
-1
.
It
�
I
.
\
IN BEHIND PROP ,REMOVE' AND I
-v LEGEND {DEMOLiT10N
1 Y. AND GU.TTE , 5T1NG R P fir: `\..' ! 1
EXI IPRA r l
f� REPLACE PIPE APRON TO BE9' \ :.3V 4= J
4, GAS L E;'PEW F ,-. .. I rr, REFER TO GRADING. � �:'.YA `„ REMOVED `, ,:;0_,�.. - .\'
GUC RECORD @�
' V - i AND DRAINAGE PLAN \' C,C REMOVE EXISTING 1 SYMBOL
I fvI FI I.,e� �I
, : INFOR. i0N AND I D P$ , L )3 . ,4 PAVEMENT AND BASE . I`'- Fl , - .._.__ • NFOR",.DE.TAILS ?LISTING STORM
MARKINGS "
R E DRAINAGE STRUCTU `� ,-.S. -",..,'� , , I -�,� _,'_�." .1.,' , ,` . -, I ' %,-,. ./.. M�! 7'11I 1IEE NOTES 7-10 \ CT� ` 1. i 44, 2 t 2' � \ \,, \
/.7s 1 - I ; TO BE REMOVED. 4 f of a `4 \ AREA TO BE DEMOLISHED
I-EV - .. �LLA-A
_ REMOVE EXISTING
,I . /I.'� . I .I i �1 / "; .i.- 1/:..I,I �.'1�'. I. 2,.I I .. r .1. �,I�;I, . !,r ..�,. i ;/ �I....,�....I .,, .�. , ,/'.. ".� e �fr ' I I !. I "/":... :.�I .:. .I., . I 11 I. .,. X� , .. ,../ .11�. j 1 / I. '. . I.1 ,.I . ; /A, �..( ..Iif1I.1Ll/"i .I /.,1..'.. �� e'I 1.�1,/-�'.11.�,..1I. ,/ ,/' I i : i.1.I.1 , ' , " ,I ii.i il)r ." � "1..,iI I/f1 I I 1, "'I;,,I..?­2.� , ',!"� i ,"'�I"J_­"."�;� !.. � ..., -1. ;eIx -�I1 Ii1I�V­�II; ,I , "- 1;,/_.,, � ,-.,i,"-" -l�. ,"- .
�'- . / I��.�/I �I, .I' �i � ,,:":.J " �i �.--/I� ... ,/1. 1 /.I . .4: . i I I _1I_1.�,111',',�"_.,1_N].,_..--I - t i '..1�.. r. .e_.1� I,�. ,".� �I�1. ",_Ij"."-.I" 1I�,I, I
"Z' ; -,-�: " ADD ALTERNATE AREA
k,.",�,,'_�"� '�. ,-,�­�.i, 7_ � y '. 'A,,L ..
,\".-%IIl\IICN. \�,b
.1� "� I. , . .,,\\. .,'�,) \
1, f .. e. , BORDST EXISTING 1 ;
II
/ - EXISTING STORM EXISTING WOODS TO BE ; .. i'. ,.; 1 5' SEWER MANHOLE AFTER EXISTING RIPRAP APRON - F r„
/ DRAINAGE PIPE REMOVED TO TREE : `" �` EXISi1NG WOODS EAST OF
CURB AND GUTTER
_ V; IS NCSR 1202 TO BE REMOVED TO MOVED , BE RE
.1' TO REMAIN PROTECTION FENCE O e\ , 1
1 a . ` ,INSTALLED ON
r:•. r�' � ., - 1 1 ' MACGREGOR DOWNS ROAD 1
r`.
1 "'',, r' t\:o. ,l
II , P E ' ��} � ;-� TREE TO BE REMOVED
.
` �.� %I0 4',y '1.
id:,(!Z c :' IP f'A Tom. _
i r <� 6,) - - _ — t t'° 1 SIGN TO BE REMOVED
LF' f
{.! ;, N, `� "EXISTiNGySTpRM DRAINAGE ,
�` , X. I 1T O ,, U ; 3 1 _ STRUCTURE; .ASSOCIATED z /
f% 3 , I 1 C'' GUh> '!, --_ PIPE, -AND RIPRAP APRON .. 1 TC
' x SILT FENCE
I 1 / I / 1 I �. _,,fix `. ` _ _--. Tfl BE _REMOVED .z f °
' j r ,.l r ! �. d - STATE ()F NORTH CAROLINA ! nF~
j 4 li a / D.B. 1417 PG. 458 �` i+ rf:
,I, 1 I.., M.B..58 PG. 151 / � 't
1 >. P.N. 47147 ,
r Ik,
SILT FENCE, TYP.; ,,: k' ICE' ZONED: MI t ;.r, got TREE PROTECTION FENC3NG
_ ,1 SEE DTL 10; C802 ,, `} ,, ` '? 1 / 1 1,, f .
.),III.. �. , ,.,.,,,, � I� �\,1. .1 1.i. .�% I
qr I. ,pj.E \ .\ , 'i' CONSTRUCTION' FENCE, TYP. I --- ,,,�
`/ I 1" 1 4\, `:?, _il:f v r r y �� i t CONSTRUCTION FENCE
II
%
`. F3'OTf-, .l BO„ 3 I /i
r I 1 - ; ' J \t� -`s PLUG AND ABANDON /. ` ''
alE \. \ 1v. ,r..l ,I�
r \ EXISTING PIPE FOLLOWING I / / I
r / \ \ O _ ;' ,- - DI I OP 40.76 i l rs
, i �.I 1�, /.. II . , �:,, I II1. �...-.�-_, /_, � c�, nI. __/. '. I 'i��,,,�U,�4u1­1 �:1 I"_I -CI �I-� . :I_ "I -,-
(- CONSTRUCTION FENCE, TYP. '
f 1 INSTALLATION OF NEW R AD
° DRAINAGE SYSTEM. SEE � /' . �- FI!_i_F E) WTI i �t e _�`�
J` ' ' C 5`0 P,. GRADING AND DRAINAGE 4 % '� � %� -- - — STORM DRAINAGE PIPE
er ( \ \ 1,.:, PINS - . r, �-_ - - R
v `�� PLAN. SEE NOTES 7-1 Q ` ._: _ �' ' I I� �" 'G- '� TO BE REMOVED
x i r! `l '' I c:)� ;� \ r _ �' I V.A I ANL .
id f P lY 2 .95: I I G . \Y\ L "^A\ \ ,�%
�� .
• � � TREE PROTECTION FENCE TYP • \ ' \ l ' % I
DETAIL
—/_
_/_
-/-
3/C802
-/-
_ /_
,`,;/�1.,/ ­� �� � �" � 4�� GUM _ LIMITS Ord 91;Ra AL iSITE � � � . 1 /I�
. .
r., ' SEE pTL 3�C802 \_ ti _ s
f' I / 10. G E3 �i M. � \ —, °:. •_ - eASED ON F II i B OPT 4
f1 .. EXISTING TREES \ . , v c F'I 2 PItL, ' ��,_� IF?I �� ' - INV
/ � SEE SHEETS C301—C304 FOR
1 r ¢: / TO BE REMO p i r yl Lr �r `• Ii+1V C14i ..,
0.
DOUBLE ROW SILT FENCE, TYP.;- F.C' i'.� 3E 3*4vEi.,
\ 7 i ti c•
` 5EE DTL ,o/cso2 :'`emu _; A :\�v ` � ,° PIN= }: ,,, - _I.. � �.. EROSION CONTROL PLANS
rw _J a4 iNE / ac U, J ,
l-I . --.�I��:�­,> , ,1�6I� 0)�� 17--�—.,�_.";,_� .�_�, '� ,- - .`��,!!��� ­� - 1. ­. 1,,I 4�,,.z_N 1- L._ ,' !,--.,k-',11z. �/I/,'., �,,,- _jC � .�-,I.�-
I �,ti ` ti, _ b'1. P i 3 )� i G,
1, A ' REMOVE EXISTING STORM
4-\ - ` ♦ e �.. - C". / DRAIN\STRUCTURE; I �� i / I` 1
. /- `\ , �. j . , 3 .� i / v � / / '
.,*.. :, PLUG AND ABANDON `�
LM ( /
, / . , . . '� 1' L 1 �" GUt�; `u' EXISTIN 15" RCP l `' i �_ - f'
R.M. ', / I UPS DRAIN PIPER
- [
` I i - ` _ ` �' ,`� i f ., , -1; DEMOLITION PLAN NOTES
1 T z _'T �- 3I- "r .`:t. TREE PROTECTION f r` __._-....,__ r 1, CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION
v 1 . �._ \;n:: l.: FENCE, TYP. I �' J! T
1yu / - tea' ;d t AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN
1 ',: �' / 'I. r,':1,- ..r •- \ - .[ �,i�Mt ' r' j ai'!V I
i "� aj ALL PERMITS
., r- is
.. J(
'' / lr' 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH
�N a,_ /r - 9 �I, �; }N ,, �'., r . / APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER,
.. I ETC.
.1 , . tea. p - sl �TO
/ > > �; ) V ti �' ., _ / I '�'
I� , , t �: }; INV, i.N(18 3. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES
�',;�.` «, ` o.f
tI, I , -� -. -<-k, � / », I ; , INV it
zx, �. . ��. yi(18 DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. THE OWNER WILL PAY
, ,' �' „- a,�r ,_- �`` �;',,- � .o ,•: V i?tlT 2. TO MOVE OR REPAIR ANY UTILITIES ENCOUNTERED DURING CONSTRUCTION WHICH ARE
STATE OF NORTH CAROLINA - / IId
f ,lms - by (. f, \ a :l {� s1
P 4 NOT IDENTIFIED ON CONSTRUCTION DOCUMENTS OR SITE SURVEY.
E: M ` \ORPUGATE
ST- 1 D.B. 1417 PG. 45$ {� o \ f o
' `� ' - / M.B. 58 PG. 151
�..
PLA571C (,
s ;": , " _ ' �. 4. RATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND
Y .� /� ,
:., ZONED: MI - 1, y,' o . 1 g iv Ms e \
'\ = `� �,``� - �� v' —%Di TOP 4i DISPO EDROFLPERNLOCAL ORDINANCES.
-{ / /.v P.N.50468,E ... //
.
z, / � - ;I1M �` f INV IN 37
`, :.. C.d
a ITE f' f3t k1AL . /
- - - ? INd OUT 5. INSTALL 6' CHAIN LINK FENCE AROUND PERIMETER OF PROPERT
,; / - _ - ..'. -� �'ASEI) �'- , 5 , J; _ s`.� :. �`r Y DURING DEMOLITION
r -.
- AND CONSTRUCTION
\ ',' 1. \ %
/ \
4 i
�, - 'ems' ;rF /
l 1 r �� 1 �r
,�; �Ls {t .i ,� `.� •� �: 1 6. SAW -„UT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK DR CURB AND GUTTER
.:, x `� /
/w',_.. ` r �� �'' a ._. - r, n z z�i - , , ,� u! i O 39�. 1 BEFOF.E EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.
„ ,
-__.. _
,' -:; ..� I y \ si n` s. C e. r ,� _. <� .r: ' !; \, 4 IN`1 Ih 36.5 i-
I EXISTING DEBRIS .; �: ' . ;. C ., `•_� _._.. '
! • ; \ ` �.~ ,' l ' IN,V C1iT 36;3 i 7. MacGF',EGOR DOWNS ROAD SHALL REMAIN OPEN AND UNOBSTRUCTED TO TRAFFIC AT ALL
I - w TIMES
r TO BE REMOVED
r....
4
. P`F a �, & G �, p 4
! 1\
.
Ef
f t . �..__ : T- s s . -
. '' _ = '.., s REMOVE EXI511NG �711!. ,. :s;/ .. 5_ 8. PONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER WORK
/ ` \ CONTRACTOR IS RES
' _ '' _ AREA TRAFFIC CONTROL HANDBOOK STANDARDS. W.A. / .' {' = f T\r STORM DRAIN -PIPE `� � E �/ _ - -, ,, -: T.C.H.
A
( }.
\' -te r � ", �� - a SEE NOTES 7 - 10. / .. `; o ' - (_ • . _ r
- �,������ a�
4
7,
I l e --' 15:., ,: ' , I �`. ; xk I.P. 1�1�T 9. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK ALONG
/ ,. '"s 'r oA, 5 P' '' , , \ ` L� A I�-. CG Mac F; 1 *- G EGOR DOWNS ROAD WITH THE CITY OF GREENVILLE AND NORTH CAROLINA
`, aEgg y - - DEPARTMENT OF TRANSPORATION
T '— .- i.--­��I � .-,- .. L.. ­V1-L -Z-\­Z---'.-�. .­�-; - 7_-%.-. .\1­,_1�-
I.
;
_i
7 y �
1 1 ,'ram 11i ;a - =��� ,� %..: `,11 _ sJ \' -�tY ' -.; t _.. �iAE� 8!" P', I_..ATjI-` \��+ '• ^-- .�.
� / �� f,, R __ , �, . gyp/ 10. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR
I / y .� � \ .
s, / 3C rf - \ E:P, "`, ; 3 ' -� !y e ::' SHALL A W F R d� ,, , , LLO 0 CONTINUOUS USE OF THE SYSTEMS).
1 7lyo n / E ' 0 �' 3 r \ �a�"> 3 .fi�l ? `� II t `S\-*_
/ ] / SC 3 �� -- = _ O' 11. REPAII? OR REPLACE ANY ADJACENT CONCRETE CURBING AND DR SIDEWALK DAMAGED
, / f f [ I -.., =r__ _..� \ t r; '1 IiJPIAL SI (F s 3 ,I d.: `_ 'S� li� AS PART OF DEMOLITION PROCESS /
f P _ t 3 . v ON -IELrI ;� - ;: �. 1, - N MUST
/ " /_.. / ADD ALTERIVA n -�• r' ,3 \ 7x, ��0
_ r E_0 ,: ;`-; ' �� } / t J �� 1 L i TY �lr.�
,. AREA FOi2� 1 .j
.
f � _ — ;,� j f r: rf � � / i V s = ir' = v` nL % O 1 f r ` ��� `:' `` �� p�0 �T
"'- f ti S
b`�
F .,s \ -o _ - �� / PROPOSED _
;' - 7s
v_r �'
ws _. !, -`' �._ _ �: : --- ' - ° r - EEK C3.1 PARKING LDT `1 �Fc' -A
_-
_-
\ .: �r-s___ �`f r APv 3�.9 �� f; r � ��i:X " f ` I 61 " p
' , -" -�; - ° � �'l D' .-- �. _.\ /_ma's/ arair 7 g t ca
_ f I' i ,o RIPARIAN BUFFER PJRD CTION >. a y t __ ` - . \_- -- -- _� \ - } _r. NV 37.5f /- -- „ -, _
fj
i 'r ;} i 5 ... '�
-- - `� \ AREA BY NCDWQ \ V.� -- ¢ o m
�__ - :.: _. _ i 1, > \ ,_ f 10 z { I 14
_ _ -, t,. I r r ,. s SE_ c� SL�7D`I iG /
r a, _ ._ NO CONSTRUCTION OR FILL T0: TAKE
-_ si r f' r . IDE _'_! l.,-.. _ .. _.._ ._,. \ �Ufi \, s9+ �.. : J \ 4 eUq
--__ , : PLACE WITHIN THFI STREAM S �m .. -. i t � : � � ` I _ .. ._......_ FER Z a \ ,1 \ '\ 1? �i�zoo
`--` �,, _ --� ,_ r a _ \\ ZO' iy ONC \ C IdU fz/ly� `�
• =— OF THI5 LINE �. ..'- \ 1p7 2 _ - \
....
_-. -
M
- Y
. _ .
- - „s f i -. - _ _ _ h_
BUF i �., -_.�L , .?- .. , �, �_ _ ``RIPAR( N-BUFF P Y~ : �- - GU
F � ram, �_ / -.: -� - �; � f .. ---- _ BU • - - A ER ROTECTION 1 .'� STATE OF NORTH CAROLINA '�•—
20' zpN .� f` �?. '_ a;� 1 `` -; ,; / u - 3 F - _ _ - FF�R AREA BY NCDWQ `\ -
INI f =:- - - - -
_ __... -
b.r 2 ,��'
ti', ✓ 30•. z0 - D.B: 1.417 PG ` 45$
i ____ - _ : ' CONSTRUCTION OR FIL"L TO TA �� 1
. ._. o �I \ _-.S j KE
�- _ + � ._., - f '. 3 : , cy�OC �Orj�.:-N _ \ o M.B. 58 PG. 151
. - _-ELM L - w, f — /_-� j - ,�HOU PLACE WITHIN THE STREAM SIDE
\- , : , - ,., _ f i // w_- ., 4 . S `_tl \ - 5:b - \ P.N. 50468
", \ sr r -� t \'- __, _.- / m 8R OF THIS' LINE
- y
-� y
e` i
`�-
A
r
B - -= -.' .._ -.
i
1
F % 1 mm
—�
.. 3 2 t _ P, a r t`
7 1 i F. _ e e -; r_ 4 -
i .� �;,'� - , / .� _ _:,.. _ - -� -.,,� i SCALE 1 40
�\I _ `
- %
__ _
_�
:. -
�-
r -
, d j -
BEFORE YOU DIGI
CONTACT ONCALL CENM
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4, SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P. OR AS AMENDED.
Bohlin Cyvvinski Jackson
Architecture Planning Interior Design
J A C .
4� i
_11I'k 0
.M- was .
-N, ;
4 1��
E11 West Hargett St
r
'
Halci;h, NC 276p3
I�
�40,
9°9.645 322e-plp
pe,��I��
/ ,I
n
www.bjacxur,
� 1_�a�"� y-�.
,.
tAp -, ,\ CY. y. d
/r
��,v �-a a
Y
I.rSj I
- �'
2 - ',
11
8� ry
.1f
Rol
<-N .......
ss
O41
_: �pF ••.•ti-7
A �
It
. F C I Nt:�
. ,<�7
12/10/09
RNI
Owl
Lana PIanninq
Landscape Architeaare
Ciiii Engineering
L1rMK Destar
ISO Fayettevdte swel
Suite 950
gh, North Carapina 2760I
Te!
Tz! 919.7 ; 9. 1800
Fax [phone]
wuav_ro:'ejenes tstone, z<m
CEN TENNIAL
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE 1
East Fifth Street
Greenville, NC 27858-4353
KEY PLAN
MAGNETIC NORTH PLAN NORTH
1 �
�*_ 'NW
PROJECT NUMBER 7572-00
BCJ PROJECT NO. 07315
BBC PROJECT NO. 10307000
SCO PROJECT NO. 070705402A
DRAWNBY
Y niM
CHECKED BY RTF
ISSUE DATE 12n0109
REVISIONS
MARK DATE (DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
DEMOLITION PLAN
SHEET NUMBER
C102
1
_-3
141-
C._._
:..:
-i
a

Bohlin Cywinski Jackson
Architecture Planning Interior Design
SET ROOT COLLAR
AT SLOPE LINE
EXISTING SLOPE —
NOTE-. ;a
SHRUB SHALL BEAR SAME RELATIO .,'
TO FINISHED GRADE AS IT BORE
TO PREVIOUS GRADE EXCEPT IN '
AREAS OF COMPACEED FILL >
SHRUB TO BE PLANTED 4" - fi�
ABOVE FINISHED GRADE.
THIN BRANCHES AND FOLIAGE
(NOT ALL END TIPS) BY 1/3
RETAINING NORMAL PLANT
SHAPE. THINNING NOT
REQUIRED ON EVERr.RFFNs
4" MULCH THROUGF
PLANTING BED
REMOVE BURLAP FF
TOP 1 /3 OF BALL.
CONTAINERIZED PLA
THEIR CONTAINERS
MOUND TOPSOIL 4"
TO FORM SAUCER
KEEP SAUCER LEVE
PLANTING MIXTURE
AS SPECIFIED
SCARIFY TO 12" DE
SHRUB PLANTING DETAIL
MULTI -STEM TREE DETAIL
TYP. 100' SECTION
LT
SIR .,
SF �...
vv
PW
12„
>
°SLOP S'
NOTES:
1.
REMOVE WIRE OR NYLON TWINE FROM
BALL
INSTALL TOP OF BALL 2" ABOVE
FINISH GRADE.
1
2.
SOAK ROOT BALL AND PLANT PIT
I`
IMMEDIATELY AFTER INSTALLATION.
1
3.
IF STAKING IS REQUIRED USE:
TREE PLANTING DETAIL, THIS SHEET.
4.
LENGTH OF RUBBER HOSE TO BE
2/3 CIRCUMFERENCE OF TREE.
5.
4" SAUCER WILL BE OUTSIDE
OF BACKFILL.
6.
SEE SPECIFICATIONS FOR
OTHER PLANTING REQUIREMENTS.
I
TOP OF ROOT BALL TO
BE 2" ABOVE FINISH GRADE
REMOVE TOP 1/3 OF BURLAP
AND ANY NAILS/PINC, ETC.
REMOVE TOP 2/3 OF WIRE —
BASKET WHERE PRESENT
1 "X2"X18" WOOD STAKE
WITH CENTERED
3/8" HOLD
FINISH GRADE.dl..I
UNDISTURBED S011
LINE (IF SOIL HAS
BEEN DISTURBED,
FIRM SOIL UNDER
ROOT BALL)
4" LAYER OF MULCH
NO MORE THAN 4„
`. TOUCHING TRUNK
4" HIGH WATER BERM
`!�
��J--�--'�. ✓fir` � �`- �:
r
; ' -�- %` `' PLANTOW3 MIX
%A; %" ✓% (AS SPECIFIED)
�10u' SS
52"
PERMANENT POLL EDGE
LITTORAL SHELF
SF ---x TS
vv
TS = — '.'.'.'.'.'.'.'. — 0 0 0
..............'.'..'.'.'.'.'.•
�... —SR
... PW LITTORAL SHELF EDGE
A --LT
gyp. •:: _ -
PLANT SCHEDULE/WATER
QUALITY BASIN
SY
TOTAL#
R COMMON NAME
BOTANICAL NAME
SIZE
ROOT SPACNG
SS
1#00
GROUNDOOVER/ WILDFLOWER
AA
— 31
ARROW ARUM
PELTANDRA VIRGINICA
1 GAL.
24 OC'
BF
— 12
BLUE FLAG IRIS
IRISVIRGINICA
1 GAL.
24" OC _
DP
— 17
DUCK POTATO
SAGITTARIA LATIFOLIA
1 GAL.
24" OC
LT
— 26
LIZARD'S TAIL
SAURURUS CERNUUS
1 GAL.
_ T 24" OC
PW
- 80
PICKERELWEED
PONTEDERIA CORDATA
1 GAL.
24" OC
SF
- 15
VARIEGATED
ACORUS CLAMUS
1 GAL.
2�RJ
SWEETFLAG
'VARIEGATUS'
_-_�---
SR
— 26
BLUNT SPIKERUSH
ELEOCHARIS OBTUSA
1 GAL.
24" OC
SS
— 20
SALLOW SEDGE
CAREX LURIDA
1 GAL,
24" OC
TS
— 55
TUSSOCK
CARER STRICTA
1 GAL,
24" OC
SEDGE
'BOWLES GOLDEN'
WATER
QUALITY
BASIN -LITTORAL
SHELF
PLANTING
VARIES
SEE PLAN
FINISH GRADE
SHRUB OR GROUNDCOVER BED
4' MULCH
PLANT BED EDGE DETAIL
TYPICAL AT ALL LAWN AREAS
7.
Iy "X r , /
45' TYPICAL
FINISH GRADE
PLANTING WXTURE
AS SPECIFIED
12 GROUNDCOVER DETAIL N.T.S. LANDSCAPE EDGE DETAIL
TREE ROOT COLLAR SHALL BEAR NQUE5
SAME RELATION TO FINISHED GRADE
AS IT BORE TO PREVIOUS GRADE ``'J'' 1. RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS USED
EXCEPT IN AREAS OF COMPACTED �4+I�G° (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED).
FILL, TREE COLLAR TO BE 4'--6" �;
ABOVE FINISHED GRADE. 71�/= 2, REMOVE WIRE OR NYLON TWINE FROM BALL.
STAKING NOT REQUIRED ON TREES 7 .� 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
LESS THAN 5' HEIGHT. �(ADJACENT UPHILL GRADE).
SEE TREE STAKING DETAIL ,�II�/%/�11?\� 4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION.
5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE
STAYS OF TREE.
T STREET.
111L/ 6. PLACE TWO(2) WOOD STAKES PARALLEL 0 S �--��
7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
TREE SUPPORT STAKES-------,j!���\ ° �� 8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. 1/4" POLY ROPE OR
-3 PER TREE y " \ �j,<�j I��il 3/4 NYLON STRAP RUBBER HOSE
9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND
4" MULCH AS SPECIFIED FINISH GRADE
�( MULTI -STEM TREES. 4" LAYER OF MULCH
(NO MORE THAN 4"
MOUND TOPSOIL 4„ TO E j 10, SET TREE IN VERTICAL POSITION PRIOR TO STAKING. TOP OF ROOT BALL TO TOUCHING TRUNK)
FORM SAUCER �1U �-� �/ —/�/ BE 2" ABOVE FINISH GRADE
PLANT MIXTURE 11. ADDITIONAL INFORMATION ON TREE PLANTING AND i "X2 X18" WOOD STAKE 4" HIGH WATER BERM
AS SPECIFIED / ///�jPRESERVATION IS AVAILABLE IN THE CITY OF GREENVILLE
12" LANDSCAPE STANDARDS. WITH CENTERED 3/8 HOLE COMPACT FILL TO
REMOVE TOP 1/3 OF BURLAP, BE BENCHED IN
EXISTING ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY AND ANY NAILS/PINS, ETC.
T. GRADE STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
REMOVE TOP 2/3 OF WIRE 2 MAX SLOPE
BASKET WHERE PRESENT 1
REMOVE BURLAP­FROMI `' PLANTING MIX
TOP OF BALL FOR HEIGHT MAX. MIN, ROOT MIN. ROOT
.' EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. BALL DEPTH UNDISTURBED SOIL LINE ; A5 SPECIFIED)
)
}
SCARIFY TO 4" DEPTH (IF SOIL HAS BEE PREVIOUSLY
. < � .�> . `
2 12'-14' 16' 24" 16" DISTURBED, FIRM SOIL UNDER
ROOT BALL)
DRIVE STAKE TO 18" BELOW - -
r 3" 14'---16' 18' 32" 21"
BOrTOM OF TREE PIT
8" 6" 20" - 6" 8"
48
N.T.S. H EVERGREEN TREE DETAIL N.T.S. 8 TREE PLANTING DETAIL 2
O O
i + L I + + + 1
D
i
D = DIMENSION OF PLANT SPACING (SHRUB OR
GROUND COVER) AS INDICATED ON PLAN
N.T.S. (10) 1 PLANT SPACING DETAIL
NOTE:
1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF *USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION OF NURSERYMAN, INC.
2. HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE OVER CONTAINER SIZE AND CALIPER.
3. ALL ANNUAL/PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE. CONTRACTOR SHALL PROVIDE TOPSOIL AS
REQUIRED TO RAISE GRADES.
4. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE CENTER OF ISLAND UNLESS OTHERWISE DIRECTED BY GRADING PLAN. CONTRACTOR SHALL SUPPLY AND
PLACE ADDITIONAL TOPSOIL IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
5. CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD BARK. CONTRACTOR SHALL MULCH ALL ANNUAL/PERENNIAL BEDS WITH 1" PINE BARK FINES,
6, ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE CONTRACTOR.
7. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER WHICH
WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND PLANTING AREAS.
8, IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR SHALL IMPORT
TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
9. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL INSTALLATION.
10. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT—OF—WAY WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT.
11, ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY THE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, CONTRACTOR SHALL REMOVE TOP
1/3 OF THE BURLAP FROM ROOT BALL.
12. FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT. GRAVEL SUB --BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR AMEND THE TOP
24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE).
13. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CONTRACTOR SHALL
CONTACT URBAN FORESTER TO RESOLVE BEFORE PLANTING,
14. MINIMUM TREE SIZE AT PLANTING SHALL BE THREE INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI —STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM EIGHT
FEET TALL.
15. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE CONTRACTOR.
N.T.S. O7 PLANTING NOTES
N.T.S.
B J A C
T'
811 tivesi Hasgett St
Raleigh, NC 2;663
919,645.3224_D10
�r % 919.645.i224_far.
wrvw.6pC. om
SEAL
I C--1 MI
of NORTH ' ,
RIAN �
12/10/09
'..and Pianwi y
Lanaswpe A(LnLec re
Civil Eq,i L ermg
U,ban resign
150 FaVueville S1re°.e!
Suite 950
Raleigh, North Carolina 2; 601
Tel919 719,'800
Fax [phone]
wuav mlejeneststone mm
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE 1
East Fifth Street
Greenville, NC 27858-4353
MAGNETIC NORTH PLAN NORTH
IwQ�
�v
PROJECT NUMBER
7572-00
BCJ PROJECT NO.
07315
BBC PROJECT NO.
10307000
SCO PROJECT NO.
070705402A
DRAWN BY
Dim
CHECKED BY
RTF
ISSUE DATE
n2110M
REVISIONS
MARK DATE
DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY
SHEET? TITTLE
GI/t/z,10
PLANTING DETAILS
SHEET NUMBER
C807

Bohlin Cywinski Jackson
Architecture Planning Interior Design
O I
O
(n Z Ci z
Jz
U)
cm=
OD�Zy
-mvz
-0 HH
R1ro
cfl C O E
H
Q r Z
C N
1 '[ 0
it m
M
SLOPE AS INDICATED ON PLANS
PLACE GROOVED !ir
BELL END OF PIPE /
TO FACE OF WALL
ES
_ o
PIPE #4-OARS
0 12"
PLAN B
FOOTING
(IF OONST. JOINT IS USED) DOWEL
G N G END ELEVATION BAR-"XIr
�- DOWEL
-- L _
OPTIONAL CONSTRUCTION JOINT
ELEVATION
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE SINGLE PIPE T- DOUBLE PIPE
LOC.`
DIA. '15"
18"
2a'"
30",36"
42"
48" 15"
18"
24" 30" 36" 42"
48"
BARS
'Y'ri
u"
rrxr,
rrxn
rrxrr
! "XI,
rrXrr
Y.
nX
Y* rrXrr
x
xn " x X x,
Y*
' X,r
Y*
G
CITY.
2
2
3
3
4
4
2
5
ff
5
2
2 �- -1
2
1 2
3 3 4? 4
2
5
3
5
2
M
OTT.
--
--
-
-
1
2 2 2 '. 2
G
OTT.
2
2
3 3
4
4
2
3 3 4
4
TOTAL LBS.
9
j 9
14 14
19
55
65
12
`. 12
19 19 23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE DOUBLE PIPE
�Y13
0
H
I B
G T
S
L YE73 M
L --
a
15"
18"
11 3'-3"
3'-7"
1'-8"
3'-10"
2'-9"', 21/4"
3'-2 2L$"
9Y�"
10°
5 -6" 0. 2'-2' 7 -8" 1.0
6'-4"1' 1 0 2 -7' ! 8'-11° 1.3
8'-0" 1.5 3'-5' 11'-5° 2.0
24' , 4'-2'
2'-1�"
4'-0'
;. 3"
1w,
30" 5'-O" 2'-6"
, 4' 7'
41/q"
' 111/2"
9r_2a
2.3
4'-3' ' 13'-5"
3.1
36," 5"-8r" 2'-13
5'-6'
434 11Y$",11'
0"
3 4
5,_0„.16,
0"
4.5
42
6'-2" 3'-1'I
6'-4"
5i/4" 11?2"I12
B
4,5
6.0
7r_2r,
5$4"' 11Y2"'114r_4"
6.0
6'-8""
21'-O""
8.0
''HEFT1 OF 3 *SEE SHEET 3
838.01I -
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS -1511 -48* PIPE
O m
H �
C
F i ,•z
�CIA00
rO -T1 m CJ] ' SLOPE AS INDICATED ON PLANS
Hz > -•. s huer
U
zo>>m a"� - i
w o o-' *� "
r - - I' I _1 __--A
��37Z - a �, C.S.
r SLOPE 9
�I - 1 PIPE
" { D !� - _ _ - a+ III -- '_A,, #4-BARS -
Cn r I � 1
z
�-
�-
S
PLAN �I y p 1 B
FOOTING j
(IF CONST. JOTNT IS USED) DOWEL
G -- N� a END ELEVATION BAR r,,!
DOWELS IN ENDWALL WITH C. S. PIP€ ,
I _ _
PIPE I SINGLE PIPE DOUBLE PIPE
I I I LOC. ❑IA. 15"118" 24" 3O° 36 42" 48" 15 181, a '30' 36- 4 48"
BARS nX,r rrX„ nXv rrxn rrx" uXr" Y• 11x Y, '"Err "x" - r X k } V, t ' rrXn Y*
i I I
G CITY. 2 2 3; 3 4 4 5 2 2 S a y i 5
i M QTY . - 2 ~l 2 1 1 1 2 1 2 2!
DOWEL G�OTY, 2©TY, 2 2 3 3 a 4-_,
�5 r2 2 3 3 4 t _ F _
/ LTOTAL L85. 9 9 14r 14 19 53 62 12 12 16 19 23 73 P&_.
OPTIONAL CONSTHUCTION JOINT
ELEVATION DIMENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
COMMON 'SINGLE PIPE DOUBLE PIPE
D H�- B G r L YO3 M L i Y03
ts` a a 1'-8'; 2'_6 5` 0' 0 7 I!1-1�s'-11 1.0 I
1a"
24"
3' 7"'.1'-10" 2'-11"15'-10"'
4'-1" 2'-1"! 3'-8"
1,0 2'-3rr: 8,_lrrt 1.2'.
T-4" 1.4 ; 3'-0"10'-4"' 1.9
30"
4,_7r,
2r_4"
4,_5"
B'.1O"
2.D
3' 9"'
12'-7'': 2.7
36
5'"1°
2`.7'r
5' 2"
10'-4u
2.8
4'_6"
14'-10"
3.$
42"
15'-7"
2'-10'
5'"11"
11'•10'
3.8
5'-3"
17'-1"
5.0
�n
6r 1rr
3r-i rr
$r_8n
13'-4"�
4.9
8'-D"
19' 4r`
7.5
INSET 2 OF 3
838.01 *seE SHEET 3
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS -15A -48" PIPE
�m
C �
o GENERAL NOTES:
z a� y CHAMFER ALL CORNERS 1'I OR HAVE A RADIUS OF 1".
O n
_ z 1711
m PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 4 "
Z H o AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
c� ENDWALL LENGTH.
> >
>
r CONSTRUCT BOTTOM SLAB WITH FORMS.
m
i
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTIFIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON P_AIN`S-
n
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRE'TED
a z
Z
BY THE ENGINEER.
C.n Z
z
` v m
r
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
O
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
m=
W
USE CLASS "B" CONCRETE.
03 Z
D
=mv
z
m�l�l
m
Q
m
Z
N O
m
MEET 3 OF 3
838.01
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS-151-48" PIPE
z
o vy
LL.I0HZ
0 0 w 2
crz
Q U cc Q I�-I-1
r~n�U_0_j
ZCC OU)IT
I >
CL
© O
W
,J N
V
00 = Y
cs N >
C 0)
¢ L U
m I
Q _j W LLI
'� N4rA I.i
Q 3 1A. CL
W m
$TREET RIGHT•OF-VAY
OR AS NOTED ON PLANS
FIRE HYDRANT,FUWPER NOZZLE TO
CBE PERPENOICULAR TO STREET
f
If PROVIDE S1'ORZ
NOTE-
CONNECTION
HYDRANT TO BE ADJUSTMENT
TERPLUMSP-IF
i3 NECESSARY AFTER PRESSURE TEST.
r
RETESTING WAY BE REQUIRED BY CUC.
f Fi. EVATLCM AS
.--D•
VALVE BOX SHALL MOT RE U4FTALLED
�-
IN CURB L CUTTER.
[FINISHED GRACE
f---VALVE a0x
= W CC PROVIDE 'a7
` Z CHURNED STONE 4� %' `�\E� o ✓��4V���/
}-4 r AROUND VEEP HOLE
/��' Q SLOPE TOP CFI
V CONC. To PROVIDE
LU z T DRALNACE FROM 7 a
UNFORUPD CONC.
�\• ��%j�� r�T f �6' CATE VALVE
FIRE HYDRANT INSTALLATION GREENYILLE UTELlT1ES $'
I' %,
r r c
vY I GR_E I„LE, N.C.
fFOH AREAS 'RITH CURB AND GUTTER ` y
3HEETTQ1 OF {3 SHEET DVC- NO. 1-4 DWG N.WOCTEN WATER RESOURCES ENGINEERING LC
838.0 1 1 OF I DATE 3-12AFP H. COP-EY GREENVILLE, N C
N.T.S. r12) FIRE HYDRANT
W
j N
O
F
LU
LL N W U)
J
D �
Q d CL
¢te1-4
a �
q In
. W `
LOCKED HYDRANT TEE
ONCRETE BLOCKINC
RA.CNFILL
HAUNCHING
REDOING
FOUNDATION
(SUITABLE UNDISTURBED EARTH
OR%-, CRUSHED STONE)
NDULAR
E DMENT
$TONE
)DING
LY
ROT£
FOR 4- SERVtCE,BOX TO RE VULCAN YODEL #CBOT(
VITH #05466LID MARKED SEVEN.
FOR !!" SERVICE, BOX TO BE EAST JORDAN #15T4Z
WrLID NARKED SEVER.
PAVEMENT
SEE NOTE
• 1 p o- 6 - ---
-� PLUSH TYRE
CLEANOVT RISER CAP
SEE DETAIL 3-1 AND 9-IA
TRENCH SECTION DETAIL FOA T}]g GREENYILLE UTILITIES 0< NO. DATE DESCRIPTION GREENVILLE UTILITIES 1� NC- OATS DESCRIPTION
INSTALLATION OF PVC SANITARY CLEANOUT DETAIL FOR PAVED AREAS
SEVER SERVICE PIPE - SCP40 DWV OREENVII,I.E, N.C. I' GREENVILLE. N.C,
SHEET DIG -NO. It
! 9H EET DWG, NO. 3.3 DWG M, WOOTEN WATER RESOURCES ENGINEERING
5-10 DVG N-WOCTEN WATER RESOURCES ENGINEERING L
l OF I DATE a-12•BD APP H. COREY GREENVILLE, H,C. 'L�,u;� I OF t DATE .7-t2-A9 APR H. COREY GREENVILLE. N.C. Grxa a'!a
L1 sfk+s
N.T.S. TRENCH SECTION FOR PVC SCHEDULE 40 N.T.S. (6) CLEANOUT DETAIL FOR PAVED AREAS N.T.S.
LENGTH OF RESTRAINED PIP[ LENGTH D1 REJTRA3MEp PIP[
PER SWTHA 2,4.4.6.1 PER SECTION
- N.J.45•B90D IDIV ONE JOINT Of DIP
W/ MECHANICAL nwitAwr
btvKY
M1.1J1•BJD IDIPI
Vi MECHANICAL RCSTRAINT
STORM DRAIN i
It' Wlte.
.J t
N.J.4e•Be#D mPi i
FZ
a
m
Wt MECHANICAL RMARLNT DRVWR
1
O
W
OR C.ONCRCTE THRUST ELOCKINO -�
W
NOTES
a I=
PLACE COMC. BLOCKING SUCH THAT IT WILL C
(� Z Lr)
NOT INTERFERE WITH REMOVAL 9r WDLTE.
IZ
LJ
Z z T
PIPE DIANCT90 CRRATER THAN W
SEE CUC vtC1NEERING OXPT.
L'
PIP[ 49VOTH3 SHALL IN RS REQUIRED
to CONRTRIJM CROmmil.
ALL JOINTS TO BE RESTRAINED
IN ACCORDANCE ■rtH MANUAL.
CREENxtLLE UTILITIES
EATER MAIN AND STORK DRAIN C1111MINC
GRBENYILLE.N.0
SHEET 2 OF 3
SHEET
DEC. N0. M-14
DUG N. WOOTEN
HATER RESOURCES ENCINEERING
838.01
1 OF I
DATE d•1!'yR
APP N. CORIY
MERVILLE. N.C.
N.T.S. 11
WATER MAIN AND STORM DRAIN CROSSING
z
<Q
Q
� CD
W _J CL I--1 Z
aO�,x
I¢-S�'Zi1
a)�W0J
0 COX
Z ,H�
�-
CL H
W Q
STEEL TROWEL fiN1311
1- PER FOOT
INVERT FOR SERVICE
LINE IN MANHOLE
HAND(, ED SAYE AS
CARRIER PIPE
EVEN RADILB CURVES
9TRAiG HT 0 OR 4 VAY
zxhY INTERSECTION
TN TE$SFTt4L_
NOTE:
ACCURATELY 3HAPE THE INVERTS TD A SMOOTH SEMI -CIRCLE CONFORMING
14Di P1 TO THE INSIDE CON OUR OF THE ADJACENT SEVER SECTIONS. ALL
(CAL #pTRA1NT DEVILS ENTERING BRANCHES AND CHANCES IN DIRECTIONS SHALL BE fORYED 8Y
TE THRUST BLJICEINC
A CIRCULAR CURVE III THE INVERT OF A$ LARGE A RADIUS AS THE SIZE
OF MANHOLE WILL P
ERMIT. CHANGES IN S12E AND GRADE OF THE CHANNELS NOTE'
SMALL BE MADE ORADLALLY AND EVENLY- THE INVERT CHANNELS SHALL VALVE BOX SHALL NOT BE INSTALLED
HE FORMED VkR£CTLY IN THE CONCPETC OF THE MANHOLE HASE.OR SHALL IN CURB AND GUTTER.
BE BUILT UP WITH BRICK AND MORTAR. THE FLOOR OF THE MANHOLE
OUTSIDE TMF CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD VALVE BO SHALL BE IN ACCORDANCE
WITH KANJAL-
THE CHANNELS NOT LESS THAN (INCH PER FGGT NOR YORE THAN
a INCHES PER FOOT. VALVE BO`i SHALL BE CENTERED AND
PLUMBED ]YEA VALVC,
DESCRIPTION GREENYILLE UTlLIT[ES �� N0, DATE OEECRIPTlON GREENYELLE OTItiTIEs 1
MA NOOLE INYERT5 YALYE ROX DETAIL
GREENVILLE, N.C. FOR VALVES SMALLER THAN 12• GREENYILLE, N.C.
SHEET DWO. NO. 3.17 DRG N. VOOTEH WATER RESOURCES ENGINEERING `
SHEET DWG.NO. W•T DWG H. WOOTEN WATER RESOURCES ENCINPERiNc
L OF 1 GATE 3-12-9R APP H. COREY GREENVILLE, N.C. '° GREENVILLE, N.C. 1 OF 1 DATE 3-1'L-9B APP H. COREY �
N.T.S. 8 MANHOLE INVERTS N.T.S. 5 VALVE BOX DETAIL
3i
L VALVE
I
W
NOTG
J
WHEN A SANITARY SEWER MUST BE INSTALLED
v
�
UNDER A STORE SEWER ANO it, DP VERTICAL
SEPARATION CANNOT BE
a^ L_
Z
LLi
OBTAINED, SUPPORTS
SHALL BE PROVIDED FOR
0
EL
X
THE STORM SEVER
WHEN SEWER SS
�..[
co W
w
IS SDR PVC: 0CDDINO SHALL BE
IN ACCORDANCE WITH DETAIL •`a l
c1 LU
W �I
_j
Q a
[� t r{
a
I -I
1-
!: 0- ABOVE SEVEN OR III-
¢
Q 3
Z Q
STORM SEWS
TO BOTTOM OF Ili-1
/i STORM SEWER, WHfCH-
f ! EVER 19 LESS,
,1-I
MANHOLE RING L COVER
�1/2• GROUT
TYPICAL MANHOLE MPS
AT 16' ON CENTER t 1
z
PRfiCA9T CONE �
__SEE HPECS FOR
'JOINT REQUIREMENTS -
TER ECCENTRIC
B'
6
m
m
Al
W---- STORY SEVER- �-Al
rn
Z FLEXIBLE SLEEVES i
�Aee��---F--Y At ALL POINTS OF _
'V SRYcc I JiALY OF THE DIAYET RR I % PIPE ENTRY f - w
II OF TqE STOftY SEWE�� -� Tf I II SEE 9PECIPIC ATIO NS `
• 4BV7 NO LESS THAN 12"i CONCRETE FOOTING%UA cc !I -U'
I - IOR CONC. BL_ L OR n
•T- I j� FILLED V,CONC.1 i LESS SLOPE l":F
JLU LIP SANITARY SEVER-•--L--r- F-. 31. - I GROUT CHANNEL ,1
BEDDING-��-�a ' 1_ '� LT r^ 7
♦ ti © SEE SIDE 9ECFlON------9EDDiNG - E f
W ~I Z
O Q B„ DIP SANITARY BEIER g^
YIN.
SIDE VIEW I, WIN-CRUSHEP CCIIPACTEDQdQ °
e" MIN. FROM EDGE 0/ Pi pE B AGGREGATE SASE N
! E:�"AyE�Ik-'I o ° ar � 4 9,°
'4artm I �I UHDl3£URBED GROUND
SEWER CROSSING BELOW STORY SEVER GREENVILLE UTILITIES MO• DATE DESCRIPTION TYPICAL PRECAST MANHOLE GREENVILLE UTILITIES
GREENYILLE, N.C.TZ FOR MANHOLES 12' OR LES IN DEPTH GREENVILLE. N.C. N17�,j INSET 3 OF 3 ONSET DWG. NO. 9-11 DWG N- WOOT£N WATER RESOURCES ENGINEERING SHEET DWG- NO g 4 DWG N, WODTEN WAT _R RESOURCES ENGINEERING
838.01 I OF I DATE 3-LR 09 APP K. COREY CREEK V I LLE, NC C«ve" G,rCe wv
]Op I DATE 3-12-99 ]Apr H.COREY GREENYILLE. N.C. LMAtss
N.T.S. 10 SEWER CROSSING STORM DRAINAGE N.T.S. 7 PRECAST MANHOLE 12' OR LESS IN DEPTH
D
OREA
THAN
II 0' ON LM
CONCENTAIC
1
--'TOP OF PAVEMENT I I RESULTANT THAU3f AT FITTING AY 160, PSI WATER POUSUR2 TYPES OP THRUST BLOCKING
WHEN INSTALLED IN PAVE-
MEH7 MANHOLE TOP SHALL
BE FLUSH WITH THE
PIH ISH RD PAYEY ENT.
' THE DISTANCE PROM THE
TOP OF MANHOLE RING
AND COVER AND FINISHED
GRADE MAY VARY WIDELY.
SEE PLAN
• EXTEND PIPE INSIDE MANHOLE
WALL MAX Z-,AT CLOSEST
POINT.
• MIN, ill GRADE R1NO REq'D IN
NON -PAVED AREAS.IN PAVE,
MENT.GRADE RING NOT REW
EXCEPT AS NECESSARY TO
MEET FINISHED ELEVATION,
NO MORE THAN E-4- GRADE
RINGS SHALL BE INSTALLED,
P€PE SIZE
I -D-
LESS THAN 20"
1'
Ta" OR GREATER
5'
3D` OR OREATER
d'
TOTAL PQu N08
pou,
PIPE
O'A.
DEAD
END
F0• 43'
BEND BEND
32.112-
BEHD
Il-IJ;•
BEND
4'
2,700
3Atia R,100
1.100
09Q
B-
DADO
A.000 4.300
2.Y00
1.i0D
!N
R TD0
10.800 T,400
3.606
I.BpO
10-
14.500
20,860 ! 11,I00
5,T00
2.000
12-
�•bDD
U.400 I 15,100
6.G60
4.000
14- i
21,00
39.000 21,100
U.000
5.4D0
16-
30.700
50" 00
2T,500
14.000
T,CD9
IB-
♦4.600
6D,400
34.400
17.mo
3,800
20"
35.000
TT.aoO
41.100
Y1,6P6
10,600
24'
TSAOa
I16.OBD
e0.00R
31,000
Itr,400
30-
i20,300
170,6a0
DY.300
47,100
23111m
36-
172, 360
44,400
E04.90R
3T,600
33.900
ad-
237,300
030.V00
IT6,O00
OI,d'14
45,TOO
46"
304,0 DD
4aR.000
E32.T0D
11B.64a
" k.
6y"
094.100 '. 040.200
2o1,06D
I40,oao
Ts,6V0
N.T.S. i 2
•1.
y. 9
HID
C�
-
d
Q
i. TNRL LINE CORN ECTlON. TEE
SOIL
REARINQ LOAD
ILS.rS(J. PT.I
P9 LYWRAP SMALL BE Uat0 TO Q*vSR FITTINI13 AND B0Lt3,
¢. THRL LlM£ O6XNECTIOH, T€E
CROSS USED AS TEE
M UCN
0
TO DETERMINE THE 312E QP A CONCRETE THRUST VL0CX.DIV40E tNE TOTAL FORCE BY
3. DEA"FOtI tHAROE, ELBOW
Soft CLFY
10IM
THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL BE THE 312f OF THE BER11100
4. CHAROT LIFE E15L, REDU'CCR
AREA OF TNL THRUST BLOCK IN SQUARE FEtt. APPR6YlVATL VALUES FOR YABIODA
SILT 1,500 T414! OP SOIL ARE LISTED IN TABLE. E- DIRECTION CHAR GL, Tei USED
SANDY SILT S.OPC AS ELBOW
EA ND 4.000 NO RESPOH31BIL1TY CAN BE ASSUVED FOR THE ACCURACY Dr THE DATA IN THIS TABLE 6- DIRECTION CH AMC E, CROSS USED
SANDY CLAY 6,"a OUE TO THE WIDE VARIATION Or BEARING WAD C4FABILITIE3 FOR EACH SOIL TYRE. AS ELEKV
HARD CLAY 9,D00 T. DIAELTL0$ CHANCE
DATE
DESCRIPTION
THRUST RLGCNIHG DETAIL
•....Y.
GREENVILLE UTILITIES
a RE ENY1LLe, N:C,
.40-
41
'
L 7VB
➢ATE
DESCRIPTION
SHEET
I OF L
CWG. NO. W-t3 DMC N-W00TEN
WATER RESOURCES ENGINEERENG
GREENVILLE, N.C.
DATE 3-19-99 AP? H, COREY
N.T.S. n 4)
THRUST BLOCKING DETAIL
N.T.S. '1
A C
1\ �
1/ 811 Yde5t Hargett St
R.aieigF, M1;C 27603
9a9.b45.3224s D€D
/ O1-=,oGS.'_22c -
fax
V)IVVr 1)jD•_.COin
��i• ,,,?
SEAL
C•-1361 �
-10
E.i •'•.CAi:.•'..A
Land Pianning
LnndS-apepe Architect we
Cicii Engineering
Urban Design
150 FayettetTe Street
Suite 950
RaWgh. Norm Cafolka 27601
a Impost
Te1919,719.1800
Fax 919. 7 k 9. 1819
wwu'. c° lejexestst° n e. cp m
EAST CAROL I NA
UNIVERSITY
SCHOOL OF DENTISTRY E j
PACKAGE 1
�l
East Fifth Street �-
Greenville, NC 27858-4353
i
KEY PLAN
MAGNETIC NORTH PLAN NORTH
tp
PROJECT NUMBER 7572-OD
BCJ PROJECT NO. 07315
BBC PROJECT NO. 10307000
SCO PROJECT NO. 07070s40zA
DRAWN BY DJM
CHECKED BY RTF
ISSUE DATE 121101o9
REVISIONS
MARK DATE DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY
SHEET TITLE
5w 7091 r%o r8 CA/1-4/tolc
" "`"`"' -
G EO6 Iz/lo�zory
SITE DETAILS
SHEET NUMBER
C806

�}
F
N
O
a
0
b

_ u j ��
1' °� `= LEGEND EXISTING CaNDITIONS)
\ j. .. ' n.I SY BOL
I d
{ ( E. P. {FIST) ¢
i - _
i INV _ t i =_ .�0_. EXISTING CONTOUR
a I , ]j , '' i I N'(r` 3; 92 s _y v ''v ,� %
j _ 5jj P - i ,r' 1'Y�`°I xlRA ` S' �� \ i� �` I O f
J iii I f f 4 �` , i 1 t B, _ y'
`� CB TOP 34 79 „_!f ' ' j t I E.k 1n (L ST } ! - r f r-,
1NV 3'.78 t -�� ,� f %
1r { I , . STATE OF NORTH CAROUNA ;# �. f y'' � E b EXISTING WETLANDS
\ � z1, Z1 T.,z, , ^" i,,....�--' f D.B. 1417 PG. 458 �"
_ i }o� 1Ii I, � r f s . � M.B. . PG. 151 s=, ' - -
/ r 4 o< : r 1- Lii P.N. 47147 vi I r j
�/ I!i'�1 �'� "' w ZONED: MI re_jr p r� { f
r�
_ V f MH T P 3r7:'7C C TOP,, s r' O0 �� ,'R ��+ e � ,
�� _ .r
(}
ARE}' �, IP(V 31.02 `� IN4' `,? SbV}`_ � L: F' i.� ,` �. f. S -. -- rF z to
4 / t 5 R 3 r l� 2r,1N 4 Eft �,
� Bi4p i rri IN1! ) 30,92 NV 54 (,, , ._ _ .;, I f � F-CU AL_IED HELTH ,0 � - EXISTING TREES
�k ? ' INYj 3'5.66 1NV 31a' ('}.S `v �f1 INV 36. 5k % ) j1J >i�t F v v r }
TOP %d A):` \ ( : ! £ Lit'7,' 0:�5TR�tCi1c�N Q0C�.1E lT �_?
(s
�� �L/G' id , °a t - 1 �`� _ + F,.f `,,r� r'�, f 1y ,R / I,�j1�
�� 8_ �� ' - ! 'w 'c - - t- -��� -_ �� 1 f -> -
1 kE $ i . § d / /` s' ( ter \' r ?,f� z 1
:.�`� .^i' u \ „a G . - CS �li�'�1. \ j .'yr;6 .�;I •-./,'F` '� J {. , '-' '§
fS
c f l
- 7 .: ..
?7 .� E \ } =' { . , > i1- rr'` �,''' is 1 t5 . ,t-';' _
('7 :® ,' IiiV ELL a'. G'j -i.'.' . i
t, (DI s ` ; STATE � NORTH' CAROLENA f -\ ° ,/ f _ '� r'f 1 C / .
ii II
tF ; f �-, c en D_8.' }502 PG. 606 4 vr'Fn - I i ICK
f s,} y,, t , Mt1LTl--STORYBR
.f f `� �\,: j�-.: - ,O 3 '� P.N.:3934fi I §` :t,li/EI.s, .3�-.t�^� ./� e'" r f J �'� : - ' ,.r� -a .
�' ZON I `l '� CF
T.B.M. RAILROAD SPIKE I' If ;';1:L" S �� �_ a. 1 r�'-`0 , ; •,)Z ` `_ f, tS '`' C >
POWER POLE ELEV, - 35.68 FT* :i I �� "t1 "I, t ° �; 1 - . RIGHT .01"I �'AY - ° �' 4 ". i
(ELEV. = 35.37 NGVD 29) y " tea. _ �;,: ,-f' R I.B.`4' �; 5' / t `" `
f
8 T P 35 G31 s' .. �� if - i 5'.4c�
1. 1 v C k: � 58 �'G. _ 151 ,C
**TRANFERED FROM T.B.M. ! r;� V .86 E) �11a ' _ S, fNV 4-7.92
§ � t'° It r(Sw} 9 l (d'" v� l �,'� I ' ik n
ON EMERGENCEY DRIVE t �� T, \ 5 �\s tea:_° � ( 1 /! 'I � � r
N �.61 (NE' ,' \65•`' W, , \ - 11 I � _.. f,' / k f ` ; /
t ..re,µ rf \ ,X\ p ., � `-_ .r `r, �'y
1 J - - - t _ `
"� O _ . i 5313 S PROR TY UNt? �° \ �' 4 `�
II t5 9 ���(DI T �` RASED N D.B. '�: dt 3 s �y\ ` \ !
/� ; a f1lj/p]j `� ~;' � \ ; 1902 P-G:�a 6 i , '� 1!�` (`�'." ,, r / rim s4\ "' ' .
.;x�1 �'.-, T-, .F" = ,y,_ ;p? .(`i s' I,� - ` y 3' . .g, 4 'a R '� �,r 1 - �i' `§, f z (..', r.�
,ti! i !-.: .w> l ! 5w T. S 5501 a:5 i � �.. �� Ei 5,17 '`�! ate; o_-,�" 'i: � "�
;��,.� �tl,r,.� �4'-�\sue �' �,r• cR 1 °� �,`
a
f :J'' W \ a CAM
' f fl try !s ~ \s �' \y y r \' _ -`
d f !J i r ,c� •`� e.. ✓ .(js ,�iB.�J '""_I'-.1` � _ I r°. ''� '\; �2 t �\' '-,_
' f'l l _ a'T 1 , _ . t \ tt ° e' � : 31 _ � - T" �y- , i ` , 1 k .; ., \ `
1 _ �� , -- � _
; ' 10. C _ UCH C 'f �,, �` 1 ` INV 4&36 �`
`� _�, f T.B.M. NAIL IN ExPANSlON
l ' + ;c, s ,,� 't is --r�,u'.' _ tc:; `} JOINT ELEV. = 51.65 FT** it
$! f _NiiV' 'zl `� t, �,, ,� _ gam` (ELEV. _ 51.34 NGVD 29
,� j ,! Z , T -N -. -- / )
1 {
I r..
_ , `� TRANFEREU FROM T.B.M. fl
Z ° ;,G-. I
. „_ ",,l 1, I , � ` -t`d :v v o , . r-§' ;r5. '' I' ON EMERGENCEY DRIV£ ( !
j.� t,. 1_ P l 'DINE cP, \ i s . N4' ....75 c�
Ad a FERi
t' G, C iR 1 ORL *rr' / 1'c "` 4?` .� a.. �\� Y I � �RtUXi TE
C P TOr ;41. i3 - i J`% .1 b Y -' - ;
�" :I !i !elf l?` A' !C3 A;df� tr' r' i CI'° P N' �,,s \ °. ,
,\\ \ ' - LCCAT)ON SiC iT S1
!N- 5) 27.28 ; y' ..A KINGS t� �t _ $ 7} 4 Op ``.'ii,�° \ � \ !' /�' ` L IG>i 1 ING FFO�+1G,FD
84V(Ej 23.30 '1 S / ! e r' 1 " '),� _ . %�, VM1,\ V NJ , T., 2 0,,," -,�\° i �_ , -' j `_ By Ecu . I
wmk,W) 27-28 f( ' 15' C. �' \ , rn \ O � � �` . I d V fi ' r (: i �y\ �.. �, rT - f � .
11+ 1 / i t G`'Iy_ W fi \ t ��'7 (121 Q 1' 1 ;
I ' V 8.48 811 GUM ,t n �E'J i ) / �� �1 i s
CB T 2. 6 c) ,� ;z \ FsP
1;r INV 4 �; ri ��, �,, \`�; �` \ y` `.k —, l 1 LO
I �! INv 7 N� �: f`, ',,`'' ti �n t rt; \ f \-� I ue
w� ( )
j ;. , 1 , 'A• \ r , \q ,/ 4L._ C TOP' S1.
/ / to '
f, �.,G E',P?A c3�, t P r: s 1 13Y
jj I 4&:1O
j ` I / r , i t• a ij> J \ t - j V 4M.�S7 F f
.
y>_ _. i
{ t i 12" GUM , V i �_ �� i-�" \
/ .,/, r ' X, Jai E
�§ f / -
;1` . '
�J
f ,a 10" '� Z J, 4 I 'd '?4.c75
�aa y.- �t C9 ` / 4 1 /
r 11 FAAr'-
/p
1I l f /: �� d u' <' § I" � �,.. SAP, TYPE / � : '
/ r / l ;i_.v/ 7 >�- r,-. t_ ? 5" sIJ€i° \ - .§;, � _. -----' - / `::�- .. r t� r ` ! >
r'. _ r 1
.
d
- -_ f(
i l J l
w J/
/� ! , Q / ;+(((JJJI ;:, f_ ,., `. -r' ! i 7 �1 _ .ems O �� �` �.y ... / /J I - rf r - .4`1
E 1 ^7 ,. ref , C:, :'' ;.,. , • : • ' - - !� SY - f f
�j ` I r
ra I ! tii : �,- I J 1
_:I /' i 45 C 11 i i
.. �:.;"r 1r; h-,. I �-:- - I t
/ 1s ti. STATE OF NORTH CAROLINA.
/ F, I / ` { s au I �' D.B. 1417 PG. 458 y �\ l : j i j 1 ` 1
1 , :A�;" i, 'x C' - _§ /- M.B.''58 PG. 151 - ,_ :,i }/ / !f
! a '.Yq.`. qi 1 •! - _ V I, - � .` ,� Z ' r' rl dL :;�C < - , ,F`� h l % I ��•�� 1 �! - ��
t WI , z �r ... /I P.N. 47147 C \ /-'., � i `. !
\ ^. 1 r.1 k \ J „
/ l ' , °j°'' t � ` t _ v _� I() FINE'` E -, / ZONED: MI �`. $' IT L I i I -
1 1, 30 \`� �` GU ` ! \ 1 / f I4 ! `�
r � 4� o � / ,
If/
b� C) y MAP
1 p ¢
T� 3 ,
1 �.�, .
/ ^ry F \ 8" w i N: � E1 TTOM Box 37, 6 � ,- , ` � j
/ �`^ yjI a,, a rr 9" LE . t 1 FINE
GBN I$} 29 81 _ I r \ I r \ \ , � �, ; �' ` " �. DI TOP 4{1,715 / \ \
.'� ! ! e 4� \; ` FiL1 EO WI `. : ? \I T�
INV(E) 5.91 % 1 _ 8" Pi! PINE 10" PINEQ:' f_ \ \ \ '
1NV(N} 4.76 / � ! DI TOP 28 % ` 9 OAK i y `�` \ �n. _, WiRS AN �'
�� INV 25.95 r" r.•/14 G �� c�' U r '� '> > 2� }``�
33 �a I �' i3" GUMy , iNE �� 5" G J# - _ L IL 3
{ c 1 �. . E_.iTS L-r #3UF�fA.. . I IT A' �?
F• 1 er 1 r fi4 �,. 8 �TOA 4 q
10" " GUte1 '\' F3 r 1 F ,
�, / \ /
r 7." PiNE1?' I•IP1r. F / INV I 1e
!xc / f
d
_.:-♦♦__ _" - . `- . . _ {{ \,, ,,rr�� � :isA (,_,) 'kiR'' FLAB .
pp r ;�J / tir�'� S7�-� 'd" TO By 1Vk} ?' ro>' INV O p
T.B.M. MARK ON TOP OF HEAD ta' I / ! ���� 3 8° F'INe. i / 3 air 14e 1 f i V
WALL ELEV.= 28.40 FT** � '� J r - W' - sr .; "- - !' t+ `3 4, �� �3 �--t. �" �e r 1 �r
I P �? �; F- U, � v f 1
(ELEV: = 28.09 NGVD 29) � t` _.. �, F` r [ "` ,, . i ,'3, �31 � � u'.yy° t /
**TRANFERED FROM T.B.M. �; I ��r`� �l� ' f S� - '.a5 CB TCP 43,33 I — J!;
w i ` - A /' r q�. �� <�
ON EMERGENCEY DRIVE :/ I , R' "� -3 1 s r! A�i , INV IN 3,,47 �i..
i e_ I f 5" [-_'R iy , \ `B fui.j ki: lb` _ ; /' .1. ! f
/ I ��s r `I } / i1tV'rOUT 35. 1 I �..
e l \ -
y s , .'.1_ -1e 1 r'iJM �I '. - 1 O i f % -
2 .? i PINE`` S i f l -
x _. ) f ,, \ � t�_\'3�,, E \ � y�� ti3e FFtiF. j \ y�"
^'3 1 rs t 9,i3vh `� yili E� ':` \� �f jfi" CLJ -ry P, <OF 1>1S f t �� ,
Q� /,' CJ 1 i0" PINE T .. `a �,Y. �g \ ii4�( IN 3 �i8 STATED AR LfN i-
j ci _..1.
;':i� r. f ! .$ i�J f ces=�W y''yJ 1 , ;'" ^�<�`' FIFE �� fM 't 1 U 3
2 r c'`®R. 1 1 4� \ z.. > x iNVIT3 37 '0 f
f D.B. 1417� ��-
.rCF A" S � f` - k -�' 4 FUPLA t o „� M.B. 58 `PG. 15 i
y �j P N. 47147
y 2 # - V 1 / INE 94INr , � SB g \ y % 14�' til 9 r �:.1� `/ f�
2 i 1 s 1 '_- .r1 PINE µ, b Iy: r. \, A _G M`t / 1, .' a ti ZONED: MI, ` \ �,"
R f III 1 - " `� g. .V \ -, -- �I:>sa:, k
H It 1 �l" PIidE '� '\\ ` ^a S.TMH TOP, 40.280
C� 1 t '-!' `. sS. / NV,{N(18"} 35.64
6�rr I ./ .-
rot / ! "p I/ f, - `9.3 • �� 6:' / �` NV 3N(18`} 3S5.8s \ .`'
� §� ; te,h L �5 t t Nt✓ STATE OF NORTH CAROLINA u - ,,aJ 60, 4 ': �.._ \ 3 e ", - :i
- V T
RaMaJ
1r.s,; ,>, ., f , G•f1 Li�T=.4.G < 9 U�K ?? n, -1 t 4� ORR GATED,
I, D.B. 1417 PG. 458 "' I \ ,
t D15 e e, `,Ir . � 4 PROPERTY LINE BASEDI ' PLASTIC �Cr�s ` \.
¢'
L.I ivl' 29.31 h,: ! �.i�` �/ 'Sy pp= 71 S t?` fC. ! M.B. 58 PG. 151 - f' M.B. 58 PG. 151
IN\� 25.5 r€d. r /, r. ZONED: MI - ) , i [ w 18' G as �8 ON _;`DI T f� `i j \
i 29 8 { J ,0` sYu P.N. 50468 - .l- ;� 9d , �, q. - t \ \ .
lt4V 25:i2 Pd� ! ! I e4 9 GUk1 Q % ENV tN 37..32 0 \� 4
_ /
�` -�y, t t 4
- r, s , /V 2 .52 F 8 5 / - LENtITS`"CIF �3URIgL S1 Ej `:� '� !:
I 1 =>' i i"' ._ = ca G 1M 3 INV OUT 37.20 - 4
iiiY 25.�1 i•-/; -_. - ETA wD Off "FiEiCi \ 1 \` !!I c9 t
I INV (S 47 1 '` ,, , _...y _ S~+ I` �-./'g/ \ N 34'3v.2" E_.; ' ,,
r , SY• 1 4
sY . C.(j[y7� I 9 a a 1..Y LGGi,T G W1RE E M 7' t' )' BRAINA PE .46.. V \15.37' / { ;\ p �A��T
1r"- / -- ✓ Y :. ^ F_ ,� `-p 1 11 �,_• 8 , _. Ji.3\'?:,i��_ ;. , l /•tF PRi7 Xl
.1 \ � % %": j � �` kORAW..s re � _ owEr a � ^. &. s� � o . G `. .'�� `� s it `� r i' . { � C?�sATION
\ C
, / :/ + I I e ,� ? -n� 3i .-�,5. .�z'. \4,w .C`. i''? ..L� i .,1 i;" a i'C' i-.'`,`'` `° ' _ p` •AO w I- 9' _ :i 1 ' Ig
/ i>�•G} t 8` 1 r' `•.. l -�'- �'.`e 9� E_Ln 1 �: �,- r '�' ,:-' ! '1' •t - DI�T�astS L
, ,
3
„- r i / .. 3 � a, t l :lst� w `�r>> LI li z t o _ ir\ ,r %
/" >,,, y 7 'a,� ,' 3:9_ s�wCE rrifAD
f r: { ! L �y j` 3 ,�Z- 1 } r fir" "CHE �� - V IN ?
a e. �` I ` t vL ..�F; kr N 33 51 9"
f �.` � =r M1 9NV OUT 36.35 :s' I
C ✓l n'' o \
I ,
'... .,. ::.,. f'l.-: v,,: f'Ifhf :�..<.,. I.. ,' :•r' , I, ��"':r' s;,. , .s -�v, }: \ 4
f /,,,1,-,.._ ! 3 ;: _ ri1`�� .. 60' Si �2 til ,�_
,., ... ,�, f .f1: rr, - - �..,- i 4 ':. t�.i'v l _ '! r r,,,, :? '�:..:G*',x i,: -- .. ,
iI f a, - _", n q I
I ` ! l (- ,, . I.P. ;,'
{ f - ? r ✓
/ %'
,`
�::
y T
/: , . .
a' ` `
j r ( a: f
,<
' is
�`1 � �r f`'-� r J.
a ,G' 1 `.
15" 'r L.
w
,
>
2E �9 C
I .d
/ i >- i r�.
/ a l J / > '._ , 3 � y p �, zi" N 32'47'42 E `�,�
i 1 / r. I PL 1 J x / y a I
is � ;,,' ..-
.-. - . , .,
1 ,
v
/ - :1 - s.,B 1D 3 �._.,.,, §. , ' .'!I .--' ' :. i5 ;.'' /` -\t ;e .V.1' /� - 4 P:S�`i-- °'- 3 _ _,3^ 2 "s:av
i d w E M f: it:; / a '. i' a r 17" F
r4' r' .r, �rS r 3 4t ti ti qa �_— i1`3'r, _ ''S` 1i07. ® -
I
{ __� 5 3 '30' 2 ' \
7 r I �, r' it r \ gD�YI !
t f a �� ° 1 a
: fi a
%!
r 6" cSA 29. 3'
{I J d 4 J :t 5.. I <. / �r31 r 3 , t CrB i,• j - _ . �, <';',, iflCATION i�2OVl �:; \
1 { ,r 'lr �: { % r i vl1l,. :4 P"' _ `> \ Z(C � ON ECU DRAWINGS
/ N fi ` y.# 3 61.64 ?_
, ,1 7 .,g rGj „r . F f ! t �; �p ,-:! -� a.� - ,I 3 -� i � ;, '*•., � - i,
• r7 f t �' gk \ E.I.P. s - 3
e J D N y 3, , •,
F ! , S� _ : L
/ �. \ �
t JJjI § I 1
xi
rs � 3s� cuM � ,._
0 < � JM 3 tT�T- c7�
;' l .l I N \ z '
t
S
f a� Si .L i>',
4 / `� ....v-•d"'�".. / % \\ ) i - `try` // _�. --
i / 3 3 -c i�
f '' I / __
, ,
` w.
—
:
i- i-t 3 3
1 1 irl / f h�
I r � 61.42' _ -
j r• _i P.TE- E-:Z� i J
3
'1 - `\ PROPERTY LINE
1 U I,?
4 ,
d' /
1 f [sS �f! :a%+: 7tr I ! <__ 3 _..,� nRAVES TO-E'E M01'ED a ,e` \ �, �.
.
1 t ; va / --- + , � , :�; f �; ... _s ) a im \ BASED ON M,$.
l�# r�
JJ)r/// 2 / R 1 s �✓ 3 p y S 32 4
%J l .� 58 PG. 151
gg��, 7'42" W
z C . /.; Q / ; r e ,( ,.� 2i 'SYC. 1 t -__ ' - Pi i, e_ K AMIA DG I A `` `''tNV .\
/ 4
I tr r or :D" "/AK :s.� Siy,.,. d ,r i - - - ;:SYi e!-g D@ I. R!5 r\ - ; �.,
,F !, e� u¢ai / t �I 1 RIPARIAN BUFFER P OT '11Qir ,f t .�� \_�---:----1 _
ilC RD• R kC _� - �. r V .37.5+/ �r
! :. i = P✓ i v- a r i \ '! r I N �: 42'S0 10" E \
,
�. .
-' CTi3 t ! �q / ,�-_ `�\ V , Iy_ , , AREA BY NCDWQ \., ? I \ . ). `� `'r `
/ ,_ - ,-- - 1 3Lf PSP AR J . j ) _- { ,.r 6 - 11 \
,;J r / L/(t YF?{ ✓ \ 7a _,_ ] f a \ \ I 5.2'5343' W
F_
.,, .-:p K „F�- . � 1, NO Ct3NSTRUCTIONf OR FILL T01 TAKE :: f �, V ! '
�:. , .• 1 >�,., f' Ai I \ + ,W i d' r' y' �'S r - _ ...._. -. \ _ J., o . -.. -
a r Z r If c -� I� ! PLACE WITHIN THE STREAM SIDE „1 I. M - Ufifi \ * 1i9.06' �:`_`
~.. 4 i L i \ 2 2 \ r 3 .,
e.?; [ `'n �-« �� r .r'�r t'i: ':1-II.. �.IN� _ ,t - - ` _.- 0' Oly - _ :-�' - S'
- _
f ', �t�
i Ei
f r e _ I 1 +n '-� -�--', ..��..4-+���``��````'a - F J �� -. p 3 - � - � .. � �:.�. - .i ` � �-,. -��� %� .. GR�A 5'31' W _ .. -.
/ ! . � _ UFF , .- _. , y _.,,.. t. /, , �.-._ - _ RIPARIAN BliFFER PR ~ ' : _. . D. .. " A .. \ N 53,08
t a� _.. 1 ER / _.- . ' .' (.� 9 - pTECT10N' STATE OF NORTH CAROLINA 12.87 \ y-
I :rya / s r: 2 ZD i -' s-,.,.,.__ % a e i' UFfi \ y �,.
! D N Iri i t is / _ A Y ..... `
N7 £ -_ r - ,c :- . l � .' --- ` E7? REA IB NCDWQ . . \ D:B. 1417 PG: 458 � _� 4:72'
r-ii .. .. r.. ...--w .� 0 , _ ..� --. : -.-. ..3p... z0 . ._ \ S 42'
_ _ S_ __ _ _ y Wl ,- 1 NO CbNSTRuc-n 0R FILL Tn TAKE �''- §
.. €� , .r f P. t., fir- : :s -- �__ VO D M.B. 58 PG. 151 < `^\ \. .
i J . - J \ (�Y w- .- { r 1 I \ > • ' -� DU PLACEe WITHIN THE STREAM' SIDE -, \ P.N. 50468 �Y £'
t,. r,
` � v
, r , : 1• - -/ 'ti,_ R OF THIS LINE
_ \ r .r / y� A �3
- - :r . Y - - ZONED: MI �,
{ H _
, . -
'
y, ti
_ U l I , � y � �� _ _ ,� _._. - 3:' ` 'fie' '� 3',�. 7
r 7,
�,, _ •,_,_ _ �y - _ / D ON / a� a 1.:: \ �'� t
ti,
/.... v � w.'e ! ___ - s ,r� D, -fir---�' __ ``- � e
1 r / - T4 E
\ / --
�1
;,
a r
J k- �
_ \, Cltp-,PROPERT` tt�EBASE / 101S I/1�4�Zul
/ - 11
/ r SYC"y " - = _ 5 t — e \` ! \ 0� hflUS BRA // i �,wDNf D.B.1,69`P\G. 90 19 5 E `=`
� Row -y v S+ �� , NCy w I i, 9 �21; 48�57 ? t % 0, E 0 l E Z f [0�1�
�_
--
y
/ �� \
41 * 1, 4 O `-r \ - =" ,fir !\\ y
...-:. ,.. - S. !. .
& ,1, ,S, I - '�`.-ti \. __ �� >>,r .. cam- --•:. � ' '_, I `� t \ram _ - -.1�� - \
f
f `mot ' ;' r S •;69'05�'39' w c.
.` _ _ ' ' 17.O8t. -
// " y df \- tee- -_ _ _. ; �" i __�."""� �';
�, -___ ._ -«_ __ - __�`' STA•TEAF NORTH CAROLINA �.. - --- � � �,�
;.. `'-4 ~ r!^ -�: i i 'i D.B. 2169' PG. 90 E C.M. _, t
/ -, •, 5 69 05 39"`- W 4ST,) '
, � k
��" � f, — __r�n: MI \\ ." 3z.71 , SCALE: 1 = 50
F \� S 73'48'27` W-
1 -�,--'--5*2W I a 25 50 Sao
:___ 1'
`a 1 , N 16*11'33 W —
b v w §§ _
- S.OD' 1
_:
�
X
- - -... i
1 ' ` I
Bohlin Cywinski Jackson
Architecture Planning Interior Desigr:
BJAC
`�t
,
1 �I�
' 811 We5t Hargett St
r
r��
Raleigh., NC 276J3
��
���� 519.645.3224_DiD
r/
' 'II` S•15.545 i22a_tax
�'I1L1
www.b�a��.co,1;
. . . . . .
a'
* �'"� '"'M .P O VA -
gj f t_J t-s COAL <°n ` �
,. -F
. �
Wit"' � /,Cxvo, r :- ' -
'�
-�
m
r,e
,e ,\ ? �
`� � ,
4 ` ( , i4
,,
r""-`� ' - `,,1
1"` L Yx:... "�
, -A
.'V '
;-- j f R
s. C1 F�
��
�/
Ar•+
chw1a=b
[rand Planning
�undscape Architecture
C;vi! Engineering
Urban Design
150 Fayeua lfe Street
Snile 950
Raleigh, North Carolina 27601
Te1919. 719. 1800
Far 919 719.1819
unuw. caiejencilstcne. com
C E N T E N N I .,A, L
Ea�ST CAROLI NA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE 1
East Fifth Street
Greenville, NC 27858-4353
KEY PLAN
MAGNETIC NORTH PLAN NORTH
j �'
�'1llr'
PROJECT NUMBER 751zoo
BCJ PROJECT NO. 07315
BBC PROJECT- NO. 10307000
SCO PROJECT NO. 070705402A
DRAWN BY D,iM
CHECKED BY RTF
ISSUE DATE 12110109
REVISIONS
MARK DATE DESCRIPTION
THIS DRAWING i S NOT TO t3E SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
EXISTING
CONDITIONS PLAN
SHEET NUMBER
C1 01

RoRrR��K� :
(50' 1/E
36UB !C R/w,
}I .
V. RAILROAD S f R R PIKE IN
AIL
_E ELEV. = 35.68 FT**
V. = 35.37 NGVD 29)
'
APPROXIMATE PAVEMENT
1 INSTALL 1,5" ASPHALT O �2 ° 11Sa.`CI SAWCUT LINE. MEET AND
OVERLAY AT EXISTING [�' B 4MEET AND MATCH ryYe- �� 1.1.1 MATCH EXISTING PAVEMENT
MILL 50' SECTION OF ROADWAY TO MATCH NEW EXISTING CURB ANI, GUTTER ` / z
r j EXTI ND EXIST. CONC.
XISTTNG PAVEMENT TO 1 1 \ CURB AND GUTTER; SEE DTL. `C
PROVIDE SMOOTH, \ dt11 6/C801 HEAVY DUTY ASPHALT s°< ` ` 1 7'Cr SIDEWALK TO PROP. CURB
PAVEMENT TRANSITION �:i a`4 \ °'i PAVING, TYP.; SEE DETAIL y .i�� HEALTH
INSTALL DOUBLE YELLOW 1A/C801 i ALLIED
MEET AND MATCH .�XO ,, O• , �� � )A �Or ,. `,
O E R: . _. \ CENTERLINE STRIPE PROPOSED LIGHT HOLE / till` SCIENCES AND SCHOOL
EXISTING CURB i = \ STATE OFrNORTH CAROLINA TO MATCH EXISTING Q
(D1ST') �% \ TYP. SEE LIGfIT1NG S C14 �9 �� OF NURSING BUILDING
AND GUTTER , ao `` 0 e 4 p' _1 6' 1 ML#LTI-5TQRY BRIGK
. \ D.B. 1902 PG. 60fi FEET AND MATCH PLANS FOR DE rAILs
P.N. 39306 EXISTING CURB / PROPOSED TRANSFORMER,
o., \ ZONED --MI l 'A ti 4
` '`t� AND GUTTER P, � j� FLUSH CURB AT'. e TYP, {2 TOTAL)
PROPOSED 5 \ I
SIDEWALK,
'EE DTL.S/CV801'
>o
RANFERED FROM T.B.M. ' _
0 O
ON EMERGENCEY DRIVE
I (IV
'
0 (DI
co
1
" I ry EXISTING METAL SWING GATE [/�/ _ c5. ACCESS PATH t ti LOCATED ON 16 X32
¢ 1 CONCRETE PAD; SEE
. °;`�,' � > ;.`� ,.• PLR M B TO REMAIN; RELOCATE ,GAiE �1
o• ,. CUR& �ti STRUCTURAL FOR PAD
POST BEHIND PROP
C23 < �l 1� SPECIFICATION
F� `\ CONCRETE ISLAND,-W
/ 4 PROPOSED '.�' ` ti�
�\ f' ` 3, MOUNTABLE CURB' '` F' F / 1 ( ALIGN WALL W/
7 i G /
\ \ ✓' -
'. � � •f- �� ��..=% _ SEE Dll_. 3 ~C801 � - / 2 0 CURB ABUT CURB � O EDGE OF EXIST.
/ AND GUTTER, Z 0' TO FACE OF ti
`t I / 2b+. '`fO p BLDG., TYP.
I S BUILDING 6•
STOP SIGN + TYP. S.4 �LrO
p 1 r jfR1GHT TURN MEET AND MATCH
\p 9 T: X 6 / / MEET AND MATCH
,,ONLY SIGN EXISTING CURB
EXISTING SIDEWALK
AND GUTTER
CONCRETE ✓ 8' CONC. WALK
/ CROSSWALK,SEE PROPOSED RETAINING WALL SIDEWALK, TYP.
REFER TO ARCHITECTURAL
NO
#8' ` /STRUCTURAL FOR DETAILS �.
C18 ,`, PROPOSED STRUCTURAL \
ZONING CODE SUMMARY
PROJECT NAME: EAST CAROUNA INNERSITY SCHOOL OF DENTISTRY
OWNER: EAST CAROLINA UNIVERSITY
PLANS PREPARED BY: COLEJENEST & STONE
PHONE #: [phone]
ZONING: MI
PROPOSED USE: INSTITUTIONAL
YARD REQUIREMENTS (ALL SIDES):
SETBACKS : 10' LANDSCAPE BUFFER, 50' BUILDING
PARKING DATA:
REQUIRED: 365
REQ'D HANDICAP: 8 (1 VAN)
PROVIDED: 365
PRVOIDED HANDICAP: 8 (2 VAN)
I (� t- 1 n Y. ; )i
l j ; �9 cS SOIL FIRE TRUCK/PROPOSED RETAINIIV
,' , r \ � : ,�\cap• °� '\: `pG WITH A�, .
' TRANSFORMER ACCESS PATSCREEN WALL WI C SS GATE
SEE DETAIL 3/C804 AT TRANSFORMER PAD; E �, R TO
n 1 CURB
CUT ; `L \� C22 !� ARCH ITECTURAL/STRUCTUf�A(ti ,
' T `�? FOR DETAILS
Q r, *v, �� s • \ PROPOSED CONCRETE
PEDESTRIAN UNIT PAVERS;
p ' \ SEE DETAIL 15/C801 `
f I ?I S' \ O �°j r \ \ o• TIE TO PROPOSED BLACK
0, STOP t - �\ � \ � GRID 01 GRANITE STONE PAVERS
/ O I C <<O SIGN, TYP.i ': AT DRUM; SEE ARCH. LIGHT DUTY ASPHALT PAVING,
if 1 \ A
! ' �: 19.5� , PROPOSED PARKING
� : \ TYP.; SEE DETAIL 1 A/C801 '
(37) SPACE INCLUDING
/ � (8) ACCESSIBLE SPACES 'E '
(365) TOTAL SPACES
EXISTING ��� PROPOSED BLACK
DRAINAGE \ "� \1 HEAVY DUTY
EASEMENT ' -� \ \ _y .,. \ �\ PO O O GRANITE STONE PAVERS
I I \ M \� \ SEE DETAPAVING; O a O ,�D
, ° �, SEE DETAIL 2/C801
,,4 \ ; I4 CURB\f��3 � � , 1A C801
GUT .r \ �� �6 /
I `\ 4 -CURB \ `tea OCD
CUT V O
04' CURB CUT Z FLUSH 1a _ PROPOSED EMERGENCY
\ Lfl \ Q
i' , (� ` FOR STORMWATER '�>�` CURB 1 O� CALL BOX, TYP.
EXISTING RIGHT OF WAY' / CONVEYANCE; 1 '';'s cry};' 6 TOTAL
r { �; ��.. SEE DTL. ' ( )
.. / SEE GRADING PLAN -_- TES Q t � 9 G� IL
-` ,� 1�Rm., , 1 B/C801 FIRE PTRUCK SACCESS RPATH
O
f L 5 N 1 1 `
CURB - ` , � , �$. � � ..p . ,, ,��y� �, W ,� SEE DETAIL 3/C804
CUT , �(2) BOLLARD
OST AT FDC,
PROPOSED BLACK o END OF ROAD MARKERS
?4' CURB a O -� C7 '. " ° o.
CUT �, 1$ 4' CURB 1 <<r 12 -0 FLUSH N /
/ CUT In : RIBBON o. GRANITE STONE PAVERS SEE DETAIL 9 C804 i \ r, 0';1. AT I DRUM; SEE ARCH. CURB AT \ 1S0 'ff ABLE
TA E TOPS rL$ (9) PROP. DECORATIVE
BOLLARDS AT 6' O.C. 1
CS>
SEE DETAIL 2/C804 17 PROPOSED BLACK
\ GRANITE STONE PAVERS
...........
PROPOSED CONC. UNIT PAVERS SEE DETAIL 2 C801 " 1
y
/ -C / 0
ENTRY
ONCRETE AT DROP-OFF AREA/
Z , CP_ 0
l' R 3, WALKWAY; SEE DETAIL 15 C801 STATE OF NORTH CAROLINA ;t
�D WELL
/ :-
�STOP,TYP. 1 CONC. RAMP UP TO FLUSH D.B. 1417 PG. 45$c TALE TOP CONDITION ATE DETAIL 1.%M.B. 58 PG. 151_
5/C802 DROP-OFF ENTRY; P.N. 47147
FLUSH 1 \ 1 ` SEE DETAIL 9A/C801 ZONED: MI
,� , \ CURB 1
�\ \5EE DTL.
i1 \ �: CP PROPOSED 2' -0"
/ AREA TO BE STRIPED
rl I ` �' ,. , ii� \ 918C801 1,:., y CURB AND GUTTER, TYP. AND LABELED AS ACIO-
�: , \ ROPOSED DUMPSTER NO PARKING AREA
\ .. CONCRETE A. : ti
R• c>a
/ 3 SIDEWALK, TYP . \ cT 1 u�� BY OWNER 3 TYP.
LIGHT DUTY S Cie)
F \ x Y' () f,
I ASPHALT PAVING : , ` i , `' Qo ` 1 _ 1. �, o FUTURE BUILDING /
t;
I EXPANSION AREA f
t SEE DETAIL 1A/C601 ' 1 1 \ 1
It d�Yi I \ \ TI E TO N �
--4'-CURB GRID Al
f
PROPOSED RETAINING/ ! Il
A CUT
PROPOSED
I SCREEN WALL REFER TO 3 i'/
HAN ICAP \ PROPOSED �`�` 1 0 w - PROPOSED PARKING MP
ARCHITECTURAL/STRUCTURAL / ` '`RA, \
r
(277) SPACE INCLUDING 2 -6" CURB ��'� ��,, FOR DETAILS f p�
(0) ACCESSIBLE SPACES AND GUTTER
(365) TOTAL SPACES .,- IN ROAD, TYP. \ \ n �: ; y : n u? 1 ! % �2 LZZ.
PROPOSED
RETAINING 1 C3 1
/ PROPOSED GENERATOR
4' CURB,,- � ,�' \ �,> � x00„ p� , SCREEN WALL REFER TO ELECTRICAL FOR SPECIFICATIONS
REFER TO
L20 REFER TO STRUCTURAL FOR PAD REQUIREMENTS' \
5.0' ARC �.� CTURAL
a „ /$TRU CTO
PROPOSED 1 -6 r�
1 FOR DETAILS ` HEAVY DUTY CONCRETE
CURB AND GUTTER ;
AT PARKING LOT \ �' \ \ _ - \ a`�; R ` AT SERVICE COURT, TREE PROTECTION J I
PERIMETER, TYP. �y \ 4' CURB CUT ` R19 5 R:19.5� 4,�. SEE DTL. 4/C801 FENCE, TYP.
FOR STORM WATER \` �j`\
CONVEYANCE; 17 0 got % ` z
SEE GRADING PLAN ® `+ `j ' ¢� , MILL 5O SECTION OF
t / PROPOSED MOUNTABLE 4' CURB`S x 2g S I
CUT 4' r�: r 00...E , . \o EXISTING PAVEMENT TO i
CURB AND GUTTER AT r \ R:
,•�� � � � \ � � ~` �.' ,p R34.5 ��.� � •6 PROVIDE SMOOTH ! /
w } INTERIOR ISLANDS, TYP. \ \ d` \` \ \ A 'i �p`R PAVEMENT TRANSITION f
1 I SEE DETAIL 3/C801
' E M t / STATE OF NORTH CAROLINA '` ,Q �!; `' ,
D.B. 1417 PG. 45$ \ ,Q 9 �:�',� -- p !
s G \ e � I F.�:}
1 ( Sjsr ,\ _ 4 \ C 0 \ ROF�_R fl -INE I�,°� �.
M.B. 58 PG. 151 9 L1
ZONED: MI \ �! __ L - L6 y, \ S Oa.S S6 �( !� B. ..8 Pa. f
1
P.N. 50468 �,-------
/ ' PROPOSED AREA FOR WATER \ \
-
1
r
QUALITLY/ DETENTION POND
REFER TO GRADING PLAN
SEE DETAIL 1 /C803
PARCEL LINE DATA
LINE #
LENGTH
DIRECTION
L1
12,30
N84'49'16"W
L2
66.69
N8'44'52"E
L3
57.35
N9'18'20"E
L4
41.40
N10'43'59"E
L5
62.11
N11'27'52"E
L6
1.34
N18'40'40"E
L7
59,48
N51'54'36"E
L8
168.37
N51'54'36"E
L9
37.18
N38'53'36"E
L10
21.56
N86'02'17"W
L11
66.99
N86'02'17"W
L12
239.67
S51'54'36"W
L13
72.83
S18'45'25"E
L14
74.84
S18'45'25"E
L15
51.06
S38'53'36"W
L16
229.68
S51'54'36"W
L17
39.04
N 72'39.57"W
N 34'30'9.2 E
TRANSITION 2'-6" \ (s ��� ! F� v 736BS \ `i - 25.37'
C&G TO 1'-6" END CURB
' DEPRESS CURB AT C&G AT \ AND `GUTTER ` .__ END CURB
PROPOSED
1 CALL 80X LOCATIONS, DRIVEWAYS, TYP.` �� ' ` - \ -��� AND GUTTER _
TYP. PROVIDE MIN. 4' SEE DETAIL HANDICAP RAMP, E. \ / -. \ z 0:
TYP. SEE DETAIL /r N 33'S1'39" c
FLUSH CURB % 7&$/C801 PROPOSED 230 12 C801
LF SEGMENTAL \ \ \ • key._, "`rP.
CONCRETE BLOCK L29
RETAINING WALL f ? ��\` PROPOSEa�\\��,��'
�'EMERGENCY
PARCEL LINE DATA
LINE #
LENGTH
DIRECTION
L18
56.44
N38'05'24 W
L19
48.11
N45'18'2: W
L20
15.77
S72'39'5 7"E
L21
246.40
N53'33'00"E
L22
77.29
N26'19'30"E
L23
38.19
S37'46'17"E
S37'46'1 7 "E
L24
46.16
L25
27.28
S65'42'07"E
L26
26.32
S84'12'12"E
L27
30.67
N70'28'12"E
L28
133.67
S36-27'00"E
L28
18.52
N17'21'37"E
L29
51.78
N22'17'22"W
L30
99.89
S24'36'02"E
L31
121.63
S32'57'13"E
L32
83.62
S83-30'3'"E
PARCEL. CURVE I',V DATA
CURVE #
LENGTH
I RADIUS I
C1
52.26
32.00 i
C2
1 5.08
521.50
v t'3
C4
I 2-99
; 521.50
; 6-25
47.63
149 t62 I
iVg5.22
C5
C6
206.56
395.23
i C7
44.56
200.00
! C8
C9
! 0,88
I
200.00
322-00
C10
23.49
32.00
C11
121.82
531.23-
C12
30.59
32.00
C13
20.80
32.00
C14
29.99
132.00
C15
173.05
463.23
C16
9.31
32.00
C17
30.04
32.00
C18
71.28
150.00
PARCEL CURVE
DATA
I CURVE
LENGTH
RADIUS
' C18
22.78
380.00
C19
162.47
330.00
C20
30.27
250.00
I C21
50.46
250.00
C22
C 2 3
249.36
3 ; 46
110.39
109.52
C24
32.44
35 00
43 CALL BOX, TYP.
PROPOSED PARKING \ 2 \\ 6 TOTAL) \\ .' �� �Cc
I (51) SPACE INCLUDING 4 Q' L1
}ACCESSIBLE SPACES 02." 'r1u�----
�� {365) TOTAL SPACES \ a ro 270*^� s
�\ E.I.P. �_4
0
\`� LIGHT DUTY �`�a' w. \ , � \ � � � ; � '`�• ?� �' T
ASPHALT PAVING \ ' ` G1 r \�` 100�
S 32'47'42 wi
55.77'
PROPOSED ADD 2"
ALTERNATE AREA P ` S .. 'S3 4-3"1Q1
�\ SUfifiE .\ FOR PARKING LOT r`� _ •06 rBA
�0 WI R ZON2 E �` Sp �
D 77,
RIPARIAN BUFFER PROTECTION� � ~^\�`� ' STATE OF NORTH CAROLINA
20 \ AREA BY NCDWQ ��; D.B. 1417 PG. 458
B
0 W! NE r \ NO CONSTRUCTION OR FILL TO TAKE
HOUS�rH M.B.851
PLACE WITHIN THE STREAM SIDE �� `� P.N 50468
BRANCH OF THIS LINE `� ZONED: MI
6
SCALE: 1" = 40'
` a 20 40 80
------------------------
n
5th S3
t 4
Ntio4-
5� of `.``•'`� f%I',',
)S Hwy 264 SOS,
Stantonsburg Rd.
VICINITY MAP N.T.S. (±
TOPOGRAPHIC; AND BASE INFORMATION OBTAINED FROM
RIVERS AND ASSOCIATES. THIS INFORMATION ORIGINALLY
ISSUED AND SEALED BY PATRICK W- HARTMAN, NCPLS
L-4262, ON 06/06/08.
LEGEND (STAKING)
SAY -'a QE JA1.L
PROPOSED SIDEWALK 5/C801
PROPOSED HANDICAP RAMP 7 & 8/C801
PROPOSED HANDICAP RAMP 7 & 8/C801
PROPOSED HANDICAP SPACE -/-
PROPOSED HANDICAP VAN SPACE 14/C801
PROPOSED HANDICAP SIGN 13/C801
S� PROPOSED STOP SIGN
SEE NOTE 7 -/-
IIIII�II�IIIIIIII PROPOSED HIGH -VISIBILITY CROSSWALK B/C804
HEAVY DUTY CONCRETE 4/C801
HEAVY DUTY BITUMINOUS CONCRETE 1B/C801
„ 1 ASPHALT OVERLAY 6/C801
PROPOSED CURB & GUTTER 3/C801
SIZE AS INDICATED
PROPOSED LIGHTING -/-
0 PROPOSED EMERGENCY CALL BOX
SEE NOTE 9
STAKING AND MATERIALS PLAN NOTES
1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING
(P,0,6,) AND STAKE SITE AS INDICATED ON CONSTRUCTION
DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY
COLEJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES.
4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR
CENTERLINE UNLESS OTHERWISE NOTED.
5. ALL DETAILS SHALL BE CONSTRUCTED {N STRICT COMPLIANCE WITH
SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
6. ALL RADII SHALL BE 3'-6" (B.O.C.) UNLESS OTHERWISE NOTED,
7. STOP SIGNS SHALL BE R1-1 30"00".
8. ALL CROSSWALKS SHALL BE THERMOPLASTIC MATERIAL.
9. DEPRESS CURB AT CALL BOX LOCATIONS, 'TYP. "PROVIDE A MINIMUM
OF 4' FLUSH CURB �`014 MUST
'31 LiTY .p'F
IO © A 1
_j y� Sw 709 IG f v 11 14 ! t-0 10
n m iz/lo/Zc�
BEFORE YOU DIGI
CoxrAcr ONE -CALL CERM
1-BOD-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR 1S RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
Bohlin Cywinski Jackso
Architecture Planning Interior Design
B J A C
wk1%,7*.N
�aw,
kale !, NC 27663
4
LYA, 519 �45 3224_DIU
F,,d
�� % 915.bd5.1224 4ax
.0 wwvV.b7 aC.Culp
Land Pianncng
Landscape ArcAila are
Ccv;l Enrjireerfng
i1 6an Desig
150 Fau�ttaiffe Stree:
Site 4,0
Raleigh Nor'n Carclma 2 7601
TcI 9'L , 719- 18C0
Fax 919 i5 '819
www_cole;enesW one. com
EAST CAROLINA
UNIVERSITY
MAGNETIC NORTH PLAN NORTH
PROJECT NUMBER
7572-00
BCJ PROJECT NO.
07316
BBC PROJECT NO.
10307000
SCO PROJECT NO.
070705402A
DRAWN BY
Dim
CHECKED BY
RTF
ISSUE DATE
12;i01W
REVISIONS
MARK DATE
DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
STAKING AND
MATERIALS PLAN
SHEET NUMBER
C201

GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
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 BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE EROSION CONTROL INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
13, WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50, OF BUFFER
IS NOT PROVIDED.
GENERAL NOTES -SEDIMENT BASINS
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
010)
AVERAGE AREA"
_
WIDTH W LENGTH
* AREA OF BASIN WATER SURFACE
AT TOP OF PRINCIPAL SPILLWAY
NOTES:
1. REFER TO 3/C803 FOR BAFFLE
SPACING AND INSTALLATION.
DATA BLOCK
SLOPE TRENCH SIDES SLOPE TRENCH SIDES
PER OSHA REQUIREMENTS PER OSHA REQUIREMENTS
I11� 'tll 11ti� �Itil 1111 1�11 tltil ti1�1
SELECT
12" 12"
SELECT c° INITIAL
FILL BACKFILL aoy,
O D O ID
MIN 4" HAUNCHING
BEDDING
_ I I REQUIRED IF 1D t_ }I_ I4 II FLU`
IIII�IIlI�1111=11I1 TRENCHING II1-I11�11�II441111�1141
IIII=IIII = IN ROCK IIII-1111-
INLET ZONE 35% OF
SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
CUTLET ZONE 15%
OF SURFACE AREA
NOTES:
' \ 1. DRIVE 5' STEEL POST AT LEAST 24" INTO SOLID GROUND.
' X 2. USE STAPLES 1' APART HORIZONTLLY AND VERTICALLY TO
' ATTACH THE FILTER FABRIC TO THE WIRE FENCE.
X 3. SPACE THE BAFFLES ACCORDING TO THE APPROVED PLAN.
4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND
BERMS SHOULD BE SEEDED IMMEDIATELLY AFTER THE BASIN
D+4' MAXL_ / �' ` IS CONSTRUCTED.
RIGID PIPE FLEXIBLE PIPE / SpRT� SERM X
INCLUDES REINFORCED CONCRETE INCLUDES CORRUGATED METEL, HDPE,
AND DUCTILE IRON PIPE AND PVC PIPE '
GENERAL NOTES p�
1. BEDDING SHALL, BE CLASS I --A WORKED BY U. SELECT BACKFILL NOT UNDER PAVED AREAS
HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS IV -A COMPACTED TO 95%
THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR.
COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCEX/
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE WITH ASTM D 2321-LATEST EDITION. 4'-0" MAX. SPACING
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN (TYPI('AL) X � X
I -A OR CLASS I-B OR CLASS II COMPACTED TO
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
95% PROCTOR.
WITH ASTM D 698. CLASS III AND IV -A
3. INITIAL BACKFILL SHALL BE CLASS I -A
MATERIALS SHALL BE COMPACTED NEAR
WORKED BY HAND, OR CLASS I-B OR CLASS II
OPTIMUM MOISTURE CONTENT.
COMPACTED TO 95% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
FREE OF DEBRIS, ORGANICS AND ROCKS
LARGER THAN 3".
CAN BE CLASS Ili COMPACTED TO 90%
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
5. SELECf BACKFILL SHALL BE CLASS I, I!, OR
SHORED, SHEETED, BRACED, OR OTHERWISE
SUPPORTED IN COMPLIANCE WITH OSHA
Ill COMPACTED TO 95% STANDARD PROCTOR
REGULATIONS AND LOCAL ORDINANCES.
WITH IOP 24" COMPACTED TO 100%
STANDARD PROCTOR.
N.T.S. 12
TRENCH DETAIL FOR STORM DRAIN AND RLIlY PIPES N.T.S. 9
BAFFLE INSTALLATION
LENGTH EMBANKMENT
PROPOSED FACE OF DOCK
HEAVY DUTY CAST IRON FRAMI
10, & GRATE NEENAH R-4990-CX
r MIN OR APPROVED EQUAL.
- -
24,. 12,.
SKIMMER -
LL
DEWATERING 10"
DEVICE
EMERGENCY w
SPILLWAY
r 7
L
BAFFLES -
CROSS
SECTION VIEW 6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY W-5 MI EMBANKMENT
INFLOW
1' FREEBOARD
STRUCTURE BAFFLES Z=5MAX MIN. 1' T-i5 MIN,
DEWATERING IF= Y
ZONE
FILTER FABRIC H=B' MIN,
SEDIMENT EMERGENCY
STORAGE ZONE SPILLWAY
RISER AS SPECIFIED
INFLOW
STRUCTURE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
RISER
OUTLET
BARREL
SIZE
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
SQ FT.(SO
PROVIDED
FT.
DIAMETERF CREST
#1, ST. 1/ST. 2&3
3.8/27.0
3.8/9.5
18/64
6,894/48,600
160,955
5,850/20,800
42,110
2.5'
5'
10'
50'
1.5'
5'
8"
7.2"
PER DTL. 2/C803
(2) 24"
#2. ST. 2
1.9
1.8
4
3,420
10,831
1,300
6,602
1'
2'
5'
N/A
1.5'
5'
2.5"
2.4"
PER DTL. 7/C803
42"
#3, ST. 2&3
3.3
3.2
8
5,940
7,956
2,600
4,713
1'
2'
1 4.5'
N/A
1.5'
5'
2.5"
2.1"
1 24"
1 37.5
18"
SKIMMER SEDIMENT BASIN
PEFGDECTNE VIEW
PVC ELBOW
PVC END CAP
WATER SURFACE
"C" ENCLOSURE
PVC VENT
PIPE
#3 BARS
12" O.C.E.W.
N.T.S. ( 11) I TRENCH DRAIN
SCHEDULE 40
PVC PIPE
°° PVC END CAP
PVC PIPE SCHEDULE 40
1/2" HOLES IN PVC PIPE
PVC TEE UNDERSIDE ORIFICE
PVC TEE PLATE
END VIEW
SKIMMER
FLEX I B LE
HOSE
191
FRONT VIEW
LIM
2.0'(TYP)
3000 PSI CONC. --\ 6" DIP
rl�
r
1 /2" EXPANSION JOINT
HEAVY DUTY CONCRETE
PAVING, SEE DTL. 4/C801
CONCRETE PIPE CRADLE
1.2" " - ANCHOR DET,
I
ELEV 28.00 EL
(D 7'
J
I 3„
✓� 1 /--PCLRRECAST 8'X8'
�I 1 CONC. BOX
-DEPTH VARIES 6"-8" ° - 6" TEE -TYPE CONFIGURATION
ELEV 25.00 SEE DETAIL 1/C603
SLOPE INVERT AT INV= 25.00
5" (TYP)
5' STEEL POST
FLOW
0
8" X 6" TRENCH ih
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
N
N.T.S. O3
0.5% TO OUTLET (SEE . , T
a ° .: ±11 LF 6" DIP
GRADING PLAN) TEE FITTING W/
d a e ° ° THREADED PLUG
CONC. BALLAST 2nd CONCRETE PLACEMENT ° a; AT TOP OPENING
. � � CONC. PIPE CRADLE;
AFTER BOX IS ANCHORED a a a SEE DETAIL 3,5" ORIFICE DRILLED INTO
IN PLACE °' ;' °.
CONC. BALLAST . 6" CAP INV= 24.00
NOTE:
4
;.. CONTRACTOR TO ENSURE THAT OUTLET
F O •r • ¢ •�. "• BOX IS SET LEVEL AND FLUSH WITH SURFACE
O : y.. OF BASE FOOTING TO PROVIDE UNIFORM
c • . BEARING. GROUT IF NECESSARY.
10.00' BOTTOM POND
#5 BARS h ALL ORIFICE OPENINGS AND PIPE OPENINGS
® 12" O.0 E.W. SEE ANCHOR DETAIL INTO THE OUTLET STRUCTURE SHALL BE
SEALED LEAK TIGHT. USE "LINKSEAL"
10.00' MECHANICAL SEALS FOR ALL PIPES 24"
SECTION VIEW AND SMALLER.
N.T.S. 8 STORMWATER BMP POND OUTLET STRUCTURE N.T.S. 2
2 YEAR FLOW RIP RAP BERM 6" THREADED PLUG
2'-0"MIN . - AND WEIR
0 6' WIDTH � STRUCTURE
TEMPORARY POOL '7 TOP OF BERM TOP OF BERM r_ 6" TEE FITTING fff
OQS�----a,-TOP OF WEIR PERMANENT PO 1y -�
TOP OF WEIR T PERMANENT POOL
RIP RAP LINING MIN o
-EX PLATE 1
T SHOP
,BRICATION.
--
ELEV 38.70 _ _ - - - - FINAL ELEVATION � 15" CLASS B
r COMPACTED BACKFILL MATERIAL.
COMPACTED BACKFILL MATERIAL. 6" CAP WITH
ELEV 37.00 ELEVATON OF STRUCTURE TO SERVE 3.5" WATER QUALITY ORIFICE
AS EROSION CONTROL STAGE 2
,--, -,. WA R
BRICK MANHOLE AS NECESSARY
TO SERVE AS EROSION CONTROL
OA RFLOW PRIOR TO ADDITION
OF FINAL RISER
JkELEV 31.10
BERM AND WEIR SECTION BERM AND WEIR DETAIL TE QUALITY ORIFICE DETAIL
MAINTENANCE ACCESS OUTLET STRUCTURE WITH TRASH
10'-0" MIN 6" FREE BOARD 8'-0" MIN.
RACK; SEE DETAIL 2/C803
50 YEAR EVENT RIP RAP BERM INVERTED WATER TOP OF BERM=30.0
STORMWATER STORAGE AND WEIR CLASS QUALITY ORIFICE. SPILLWAY ELEV.=29.0
B RIP RAP 15" LOCATED THIS
OQ� 4 - MIN. DEPTH. - SIDE SEE DETAIL HEADWALL
OQ TEMPORARY POOL �1
HEADWALL F -
V-0„ iv
PERMANENT POOL = 25.0
5 OQ�
STORM INLET - 1 �'� r TWIN OUTLET PIPES
ENERGY DISSIPATOR
3:1 SLOPE STABILIZED
TO POND BOTTOM. SEDIMENT FOREBAY
6" COMPACTED CLAY LINER
(SOIL CLASSIFICATION CL)
N.T.S. (10) 1 BASIN #2 OVERFLOW STRUCTURE N.T.S. ( 7) I STORMWATER BMP POND DETAILS
MAIN POND
POND CROSS SECTION
ANTI -FLOATATION PAD
LITTORAL SHELF W/ WETLAND
PLANTINGS, 10' MIN. WIDTH AT 10:1 SLOPE
N.T.S. � 1
r
Bohlin Cywinski Jackson
Arci,itenjre, PiEwrw q Ln! r'; r r1i Si,l
. . . . . . . . . . . . . . . . . . . . .
B J A C
E11 '.V,rst H,:igr-tt `:,
.I eI;h. Nc 2;c:j=.
322__ oio
RA%
a,riru.
Land Planning
landscape Archrtecture
Civic Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh. North Carolina 27601
Tel 919, 719. 1800
Fax[phone]�9
waw. aleleneststone. om
1 ::v;>
C EN T E N N I A L
EAST CARO L I NA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE 1
East Fifth Street
Greenville, NC 27858-4353
KEY PLAN
MAGNETIC NORTH PLAN NORTH
v,y����11t}r
PROJECT NUMBER 7572-00
BCJ PROJECT NO. 07315
BBC PROJECT NO. 10307000
SCO PROJECT NO. 070705402A
DRAWN BY DJM
CHECKED BY RTF
ISSUE DATE 12110109
REVISIONS
-�
MARK DATE DESCRIPTION
e�
�j
T
THIS DRAWING #S NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
SHEET TITLE
SW 7 011 I C S 6 vlf► 4 /2u l C>
G 8�3 IT�10 f Zoa�j
r
°7G
SITE DETAILS
SHEET NUMBER
C803
.J

\ � g
R�YBR�Of( \ STING STRUCTURES MH-A39 AND
CI EXPAND
A40 TO INSTALL STALL NEW 36" RCP PARALLEL TO
1 EXISTING 36" PIPE- PIPE TO BE INSTALLED TO
�5p36U&�/C MATCH EXISTING PIPE INVERTS. MH-A39 TO BE
CONVERTED FROM CATCH BASIN TO MANHOLE.
J ~Y, TW= 61.0
\ 1.60 BW = 55.0
E.R. \ 55.
\ (DIST. �`SS C5 \ TW = 61.0 MUUTI-STORY BRICK
\ BW = 55.0
),M. RAILROAD SPIKE IN - `SS
LE ELEV. = 35.68 FT** G
H INSTALL NEW CATCH / 55.
EV. = 35.37 NGVD 29) \
,E '
BASIN AT XIST PIPE
� O
EXTEND 18" RCP TO
RANFERED FROM T.B.M. l C4 •�� d'F�CONNECT NEW DROP INLET `s�3>s SSA•
ON EMERGENCEY DRIVE ! `SO�\\yc, /
A19 .� as •
l S
DI .: =`_s A37
Q- ? O TW = 61.0
( �S� �' �ry u , Al BW = 52.5
l ♦ h o / S
s TW = 61.0
TW = 45.0 PROPOSED 4" SS Si>' �,^C BW = 53.3
7
BW = 40.5 FLOOR DRAIN;
TOP=51.75 O
F18 ° A17
l INV=50.25 O
' 1 \ A40 A36 5+4
CONNECT TO MH-A18 C
/34'.0 34.0� \ C2 N 53 �� Sq • W/ 23 LF 4" DIP ® 1.0 % ` O
A39 '0
110
4' WIDE CURB x REMOVE E _ Q
hM
OPENING FOR 36" RCP �� 5Ao0 ' F17
3 DRAINAGE AND REPLACE
' A35 /
Q- �� � ' 33.25• \ WITH NEW
V 42" RCP Gp��
'J
1 ? a�V '• � ' � �. � 'gam. �. �_ � 5� 00 ►� / /
1 JI A23 C3 \ o SEE PROFILE ON F16
O ` SHEET C602 FOR �`'� TW = 54.50 /
CROSSING INVERTS BW = 38.75
' A25 ' AD EXIST. BAN. F15
JUST \ SEW. MANHOLE TOPS r(3�ev
GRADEPOSED ROOF
TO TCT� BOP. PO`/O� O DRAIN LEADER, TYP.
4' WIDE CURB A24 0 \ o n O �
OPENING FOR c P� �G'�QNI
�:��J•32.4 DRAINAGE o[, 0
I , A21 4' WIDE
OPENING FOR A26� o �Q�
G [� r o
32.5 DRAINAGE , t!> F4 V oNo SA31 A15
OGG F14 O
4' WIDE CURB cP cr
OPENING FOR `r , �� , 90` �� o �F13 A14
DRAINAGE L B13 \ o
4' WIDE CURB,
I N ! OPENING FOR ` o {
w. w DRAINAGE
I ,r V \ 0
N Nc3` 4' WIDE CURB Q' B14 7J W l
LIN• DRAINAGE IFOR
PROPOSED
N
HEADWALL IP RA� APRON PER N ` -, PROPOSED ROOF
w \ \ �� DRAIN LEADER, TYP. /
SEE DTL. 7/C804 DETAIL 9/C802 N f f 4, ` F2 1,+
1 o` , Al _
•6, PROPOSED CISTERN LO
85,000 GALLONS
POND AFOREBAY TO BE / ~` A20
1 O SEE IRRIGATION DRAWINGS
LINED WITH AND
6" COMPACTED I � / g 2 \ \ 1 o a , `8 INSTALL ±39 LF NEW TRENCH A �$
ND B11 , F11
CLAY TO ELEV. 28.0 ` N �' . up °'` ,, �o F1 DRAIN; SEE DETAIL 8/C$03 F12 46
DUE TO SEASONAL HIGH / r ` \ Q, \ O CONNECT TO MH-A�J
WATER TABLE (SHWT) I o 16 LF OF TWIN 6" DP ® 8.00%5A31
ELEVATION; SHWT IS 1
SEE DETAIL 8/C803
APPROXIMATLY 4' BELOW / 1 A LA O +- •� , INSTALL BACKWATER
EXISTING GRADE / I Al a `� Wi VALVE ON SUMP 44
/ / w ` \ cP • DISCHARGE LINE 5 ,�
o AT MANHOLE -51 Z • TW = 37.25
TW = 44.0 FS 96 10
4' WIDE CURB BW = 35.0 �P9 3 F
OPENING FOR \ \ B9 a\ A27 1\ , 3 0 F7 > ®3 00 F9 1 15 ��w 42
I \ i DRAINAGE F6 1 ° 3 V,
/ w I FOREBAY 1 , \ b
� ` Al2
" ° / ° icy � TW = 40.75
4' WIDE CURB \ \ \ yl NP BW = 37.25 31,
OPENING FOR
R.M. I i i \ DRAINAGE .\ ; 35'
TW = 44.0
BW = 36.4
4' WIDE CURB \ ` B7 ` •�
OPENING FOR `
DRAINAGEPROPOSED TREE
B6 f SAVE AREA
B4 !
1 I 1 PROPOSED 10' LITTORAL \ \N.
�1
} � SHELF FROM ELEVATION
�y I 25.50-24.50
I REFER TO DTL. 10/C807 �S S A6 ,•, \\ I 3a0
r FOR REQUIRED PLANTING \ \ \ 65 3
E. .M. r I I \ \ O PLUG AND ABANDON
STORMWATER BMP POND \ \ 4' WIDE CURB rEXISTING 18" PIPE ° A11 SEE PROFILE ON
PERMANENT POOL ELEV = 25.00 \ TW = 32.25 OPENING FOR ° B3 SHEET C602 FOR
I / SEE DTL. 1 /C803 \ \\ BW = 31.00 N DRAINAGE I \ j� ` `BOSSING INVERTS
TW
� PROPOSED 50 LF OF \ �\ 3 TW = 33.5 BW = 34.0 SEE PROFILE ON\\ A8 `9
r / EMERGENCY SPILLWAY ].g /
I OUTLET STRUCTURE \ b BW = 30.0 I SHEET C602 FOR a
r I I AT ELEVATION 29.00; \ \ RIP RAP APRON B1 n' 3`
SEE DTL. 2/C802 LINE W/ 24" CL. I RIP RAP \ \ PER DETAIL-9/C802 TW = 36.0 CROSSING INVERTS .7 35 B2 S
r / OVER TYPE 2 FILTER FABRIC 1 -' BW = 32.0
SEGMENTAL CONC. \` S \` A10 b
r I PROPOSED HEADWALL 4 1:
I g - BLOCK RETAINING \ E. f P`
SEE DTLS. 10, 11, & 12/C806 ' 1 _ WALL.
3
PROPOSED RIP -RAP APRON
PER DETAIL 9/C802 / ' /
r ` �,��5�\\ oE.l.
SG�00� PROl�QSED ADD '\\ \ �'i('Al S
E1 \ -- i �� �� ALTERNATE AREA , i \
24.90 �� FOR PARKIN -LOT \, ' �ThJ
INSTALL NEW
-" �/ MANHOLE AT
' D1 2S EXISTING PIPE _____
_ RIPARIAN BUFFER PROTECTION-�-
- LIMITS OF DISTURBED AREA AREA BY NCDWQ 0'
_ \ \ S
_ AT OUTLET TO BE LINED WITH NO CONSTRUCTION -OR FILL TO TAKE E7�
24.50 _PERMANENT EROSION CONTROL PLACE WITHIN THE STREAM SIDE Ir �� t3orpFR �\
- - MATTING (NORTH AMERICAN OF THIS LINE -- r �� 20, Npp ONE 2 ` RIP RAP APRON
r �� PER DETAIL 9 C802
GREEN C350 OR EQUIV.) . _ j , s . - i1 �- /
-----
BUfiFE� ' . ��� - B RIPARIAN BUFFER PROTECTION -\\
20' ZONE --`- UfifiE1� AREA:BY NCDWQTH . LINE CHANNEL WITH TURF
4YlOry Z - 3�, ZONE NO CONSTRUCTION OR FILL TO TAKE `. REINFORCEMENT MAT (NORTH
! t Scy00L HO WID 1 PLACE WITHIN THE STREAM SIDE
�� AMERICAN GREEN C350 OR
f
l `� E 8 EQUIVALENT
-.`. RANG OF THIS LINE }
30'
aviary N� \ SCALD: 1" = 40'
0 20 40 80
Nc HwY 4
sr
'' St.
tea•
N
GGteA SITE
O`
leas/yd•
e Dr �F
o q
qj
L'
� US HWY 264 Bus•
St°ntonsbur9 Rd.
VICINITY MAP N.T.S. T_
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM
RIVERS AND ASSOCIATES. THIS INFORMATION ORIGINALLY
ISSUED AND SEALED BY PATRICK W. HARTMAN, NCPLS
L-4262, ON 06/06/08,
LEGEND (GRADING AND DRAINAGE)
SYMBOL DETAIL
PROPOSED CONTOUR -/-
1p4 PROPOSED INDEX CONTOUR -/-
140•00• PROPOSED SPOT ELEVATION -/
'�'• PROPOSED HIGH POINT -/
►--- PROPOSED DRAINAGE SWALE -/-
PROPOSED STORM DRAINAGE -/-
CIO. - PROPOSED ROOF DRAIN LINE -/-
W/ CLEAN -OUT
CB
PROPOSED CATCH BASIN 5/C805
DI
PROPOSED DROP INLET 6/C805
MH
PROPOSED MANHOLE -/-
PROPOSED SIDEWALK 5/C801
PROPOSED GRAVEL 9/C802
AND RIPRAP APRON
*SEE SHEET 0402 FOR GENENAL NOTES AND
STORM DRAINAGE SCHEDULE
FLOODPLAIN INFORMATION:
1. SITE IS NOT LOCATED IN A FLOOD ZONE PER FEMA FIRM PANEL NO.
3720467800J, DATED JANUARY 2, 2004.
2. NO CONSTRUCTION, DEVELOPMENT, OR STORAGE OF MATERIALS
SHALL BE ALLOWED BELOW THE 100-YEAR FLOOD ELEVATION 24.6
(TAR RIVER CROSS SECTION 1165 LOCATED NORTH OF NC HWY 43).
N MUST �n+ - Sty 70q 10 1 � 0.4
O�(ILITY -1i0 uLic
n a]:a
� n
B>�QRS YOU DiCi!
CONTACT ONE -CALL CENTER
1-SOD-•632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2, CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
Bohlin Cywinski Jackson
AfCf?ItC-CiLIrE'
11�
H :rok U s
off�I% • - aS.3�1= DID
&
o�
I � .�• � SEAL �` `•��
C-1361
a O .0 C-103 2�
p
J 'HCA�
ji�CARo
Q�ESS'Q
5163
� . �tiG I N EF.� • ��-
ODD
01/04/40
ftweigh
anr+o•r
I and l�lannira
LandswpF Ar�hi;ecrure
Civ3 Engikcenna
Urban Design
150 Fayettec!!Ee Street
Suite 950
Rafeyg , North Carolina 27601
Tef919.719.18CO
Fax[phone]
rw�w,coIefenestsrone.r m
�.7->
I-J
C E t'I T E N IqI A L
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE 1
East Fifth Street
Greenville, NC 27858-4353
KEY PLAN
MAGNETIC NORTH PLAN NORTH
ff-
�rtl���l�, 11� �111]�Illr,
tilt
PROJECT NUMBER 7572-00
BCJ PROJECT NO. 07315
BBC PROJECT NO. 10307000
SCO PROJECT NO. 070705402A
DRAWN BY DJM
CHECKED BY RTF
ISSUE DATE 1211Or09
REVISIONS
MARK DATE DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER
C401

F
71
BACK
5' B AC
6
OF-
RII
---------- TOTAL.�OFF-SITE TO BYPASS 2 ()0, PUBL
- ------------ -
W A 10
10
(BRANCH C) 0.43 AC. Nc HIGH
10
- - - ---------
00,
AIR
-ODA 0.01 AC. C 0.95
C1
jo
DA 0.17 AC.
0.95
z A21
E2 ---- --
4%�
GC; 110011N
f _.,
4
23
A 0
DA 0.66 AC.
D;A� .20, AC. C 0.95
A2 0.95 DA 1.54 AC.
C .0.95
#*
A3 DA, 0.49 AC
IF
DA 0.0
DA C
9 AC4
A24
C
c 0. 4F*
.3
-AC
C 0.95
'A 0.3q'e AC. 9;91 AC. 1 11--0.83
0 POND
/SITE DRAW GE -=T-
DA/="A 0, F F
A39 EA1
DA 0.13 AC.
Ark MPERVIOUS,/6, 821%
A36
*41k
0.95!'
0 30,'AC ' C =\0
016
D AC"'
an' lit. so
-7-7
jp
E313
Bil A5
4f'
_DA ��,�1.0.29 AC.
0;195
0.53- C'
A26.
C
JDA
C 0 C)5-
Hju
A0.
. .........
4
B1 2
41W AC.
C. .95
B9
)A
)A
�0. 4
9A
DA 0.05 AC. C
T
C
0.95
Ir
A37
A
0.42 'AC.
DA 0.21 AC.
DA 0.26 AC.
C 0.�95
U C = 0.95
ITO EXISTING
A27;' CATCH'SASIN
fA
TOTAL ON -SITE .1.12 AC. D A 0. 07
DA
10 A
AC.
0.95 � t C P.95 00
A7
TO CISTERN
4
_(BRANCH'A
ND_
A29
DRAINAGE AREA 84
TO PO R7
FFE
0.11 �C. C DA,0;10 A
50
A19
-10.0 AC
7,� L
FIFE
A31
A8 ;�7
DA 0.20 ACI
� 1 , I
B8
A9
C
nA3 2
58­1
DA 0.12'A
C 0.95
DA 1.13 AC.
DA 1.33 AC. 29-1
C,= 0.95
C
I0 9i _. Fg
L?
-3-) 40
INC, 4
0. 48 AC,
A14
0.96 A15
DRAINAGE.
A16
��REA 2 TO POND 8.45 AG.
/I C11 t\ I ft�, an 24 LF 12
MN In DRAW
3
-28.3
IMPERVIOUSA %
f 4
7,
41
dRA TE)
C 0.48
L
-SITE TO BYPASSj TOTAL; OFF
hay-
qAChW�E
od
TDRY :�R
-_j (BRANCH B) 1,11 tit
TION
T
T
OF.,CONCENTRA
LOW 1,27,5� LF
CHANNE
TIME
L/PIPE F
4.3'MIN...
TOTAL 35.5 11111
TIMEI_
F
tloan
-DEVELOPMENT
TIME OF CONCENTRATION
POST
t SHEET F1 nW
Bohlin Cywinski Jackson
ArOjW�tIIIlf� Planning hllfftr i)e5�gn
. . . . . . . . . . . . . . . . . . . . .
wNIlk
.-MM169 -
�O_Kl
3 SEAL 1�'
C� 103 -
811 '4c�t HLrgiett SI:
Releigh, INC 27ED3
q19.645 '22�11fzx
Vvwy, bja: �oi�i
�j
25
�Z_
12/10/09
Laod PI[aqnIng
LandsGape Arcliftedure
civit Engineering
Urban Design
150 payevellhe Street
SkIle'?50
Ra�eigh, Norlh Caralina 2 7601
Tel 919. 7 � 9� 18N
Fa 919. 719. � 819
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTISTRY
PACKAGE1
East Fifth Street
Greenville, NC 27858-4353
MAGNETIC NORTH PLAN NORTH
PROJECT NUMBER
7572-00
BCJ PROJECT NO.
07315
BBC PROJECT NO.
10307000
SCO PROJECT NO.
070705402A
DRAWN BY
DJM
CHECKED BY
RTF
ISSUE DATE
12110109
REVISIONS
MARK DATE
DESCRIPTION
L�J, VELOPMENT TIME 28.1 MIN.
4,
(TOTAL 35 5 MIN.
C�_ TIME OF CONCENTRATION
VA
SHALL CONC, FLOW 453 LF
TIME 3.2 MIN. THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE, WHEN
-A
TOTAL 35.5 MIN.
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
N
SLJ701 [0 (F)
-DEVELOPMEN
PRE IT
It,
OF CONCENTRATION
/C
ASSUMED TO BE 60 MIN.
7,/1 GAC G
>
DRAINAGE
-V J
J, il-
V
AREA MAP
77 -------
1A I
f
X, m
. . ............
t
/L SHEET NUMBER
\j
SCALE: 1" 60'
J
�K -m m m m m-m m-m-m m m-m m m m m m m m m m m m m m m-m m m m m m m m so 2
C404
0 30 60 120
.7.