SW7060825_APPROVED PLANS_20061215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7do4g,,��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o� 20 ��9/f
YYYYMMDD

SITE DEVELOPMENT PLAN FO
ELIZABETH CITY
LEGEND
EXISTING PROPOSED
0
TC 10.68
'L� p6
ELEVATIONS 12.6
-----------------
TOP OF BANK
— - -
SWALE / DITCH —
• • — • -
-- -- --
TOE OF SLOPE ---
- - --
EDGE OF WATER —
—
r
WOODLINE
`
TREE
r
SOIL BORING
BENCHMARK
EDGE OF PAVEMENT —7r—
___'_ _.- -
CURB AND/OR GUTTER
j DRAINAGE STRUCTURE Al
SIDEWALK
COMPACT PARKING CAP
HANDICAPPED PARKING (�
UTILITIES
RCP
RCP
STORM DRAIN PIPE
,yh. ,. . , ,..,
CATCH BASIN
�I
��c
DROP INLET
STORM MANHOLE
�®
W
-----W---
WATER MAIN
---- --
BLOW OFF VALVE
--01
------- - -
REDUCER
--�-
�',`--`•�'.--
FIRE HYDRANT & VALVE-i4-}
SANITARY SEWER
_ SAN
-- :^ -
SAN SEWER MANHOLE
— -6-
- -- --
SAN SEWER CLEANOUT
— —a
SAN SEWER FORCE MAIN
SFM
EROSION + SEDIMENT CONTROL
OP
OUTLET PROTECTION
i
I P
INLET PROTECTION
CIP
SILT FENCE CULVERT
INLET PROTECTION
-3E-
SF
SILT FENCE
QTP
TREE PROTECTION
CE
CONSTRUCTION ENTRANCE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN
AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO
KIMLEY—HORN AND ASSOCIATES, INC.
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL
"NO CUTS"
OF NORTH CAROLINA
1-800-227-2600
FOR LOCATION OF UNDERGROUND UTILITIES
N \ z
w E s Jr,
WSITE
BUSINESS
el0
158,E
% I
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1 TITLE SHEET
2 TOPOGRAPHIC SURVEY
3 DEMOLITION PLAN
4 SIGNING AND PAVEMENT PLAN
5 SITE LAYOUT PLAN
6 GRADING, DRAINAGE AND EROSION CONTROL PLAN
7 UTILITY PLAN
8 PLANTING PLAN
9 PLANTING PLAN
10 PLANTING NOTES AND DETAILS
11 GENERAL NOTES AND DETAILS
12 DRAINAGE DETAILS
13 SITE DETAILS
NOTE: ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE
PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE
OFFICIAL CONSTRUCTION PLANS.
PREPARED BY:
Kiml0ilwHorn
and Associates, Inc.
COPYRIGHT © 2006
KIMLEY-HORN & ASSOC., INC.
ENGINEER:
KIMLEY—HORN AND ASSOCIATES
501 INDEPENDENCE PARKWAY
SUITE 300
CHESAPEAKE, VIRGINIA 23320
[phone] TEL
[phone] FAX
CONTACT: BRIAN BREWER
NORTH CAROLINA
SITE SUMMARY
HOSPITAL ADDRESS:
Albemarle Hospital
1144 North Road Street
Elizabeth City, NC 27909-1587
Phone: [phone]
SITE ZONING:
Office & Institutional (0&1)
TAX MAP ID NUMBER:
TM P143-50
PRESENT USE:
Hospital
PROPOSED USE:
Hospital
RENOVATIONS/ADDITIONS:
1st, 2nd and 3rd Floor Addition (Southeast side of Building)
Ambulance Entrance
Rear Parking Area Renovations
FLOOD ZONE DESIGNATION:
This proppert lies in F.I.R.M. Zone 'A4', B & C and is located in a
special floody hazard area as determined by N. F.I.P. rate maps dated
October 5, 2004 and July 19, 2005, Community Panel Numbers
3720892400J and 3720891400K.
TOTAL SITE AREA:
27.80f Acres
ow
PROJECT SUMMARY:
Disturbed Area 3.60f Acres car
Existing Impervious Area 3.84 Acres t`
Proposed Impervious Area 4.19 Acres
BUILDING AREA:
1st Floor Addition/Renovation (Southeast side of Building) (28,260 sf)
2nd Floor Addition (29,418 sf)
3rd Floor Addition (29,418 sf)
Rear Parking Area Renovations (72,700 sf, 1.67 Ac — Asphalt parking
only.)
VEHICULAR SURFACE AREA
(LIMITS OF CONSTRUCTION):
1.27 Acres (55,477 s.f.)
FINISH FLOOR ELEVATION:
14.53'
HOSPITAL PARKING SUMMARY
Existing Spaces Required:
Employees (2 Sp/3 Employees)
Doctors (1 Sp/Staff Doctor)
Licensed Beds (1 Sp/4 Beds)
733
20
45
1100 Employees)
20 Doctors)
182 Beds)
SIGNATURE BLOCK FOR CITY USE
APPROVED --DATE
Total Existing Spaces Required 798
Existing Spaces Provided:
836
Spaces Required after Expansion
Employees (2 Sp/3 Employees)
Doctors (1 Sp/Staff Doctor)
Licensed Beds (1 Sp/4 Beds)
— *No Additional Beds in Expansion
747
20
45
1120 Employees)
�20 Doctors)
182 Beds)
Total Required after Expansion 812
Proposed Spaces Provided:
815
Handicap Parking Required:
(2% of 836)
17
PLAN REVISIONS
Handicap Parking Provided:
34
SHEET NO.
DATE
REMARKS
AGENCY CONTACT LISTING
STORM DRAINAGE SANITARY SEWER/WATER
CITY OF ELIZABETH CITY ELIZABETH CITY, DEPT OF
PUBLIC WORKS DEPARTMENT PUBLIC WORKS
P.O. BOX 347 P.O. BOX 347
ELIZABETH CITY, NC 27907-0347 MR. WILLIAMS
MR. COLUMBUS GRANT, III [phone]
[phone]
FILE NUMBER
TOTAL SHEETS
116253000
13
PLANNING *ARCHITECTURE o ENGINEERING
6802 PARAGON PLACE, SUITE 500
RICHMOND, VA 23230
(T) 804.287.8200 (F) 804.673.0442
WWW.ODELL.COM
CHARLOTTE, NC RICHMOND, VA
CONSULTANT
Kimley-Horn
and Associates, Inc.
na�aal�.�� � Sune aoo
T& Nm (757) 548-TM
c�,1�t� �e•rP
ALBEMARLE HOSPITAL
SURGERY + EMERGENCY
DEPARTMENT EXPANSIONS
�i
I
CD-100%
12/08/2006
3RD CITY SUBMITTAL —v—
CD-60%
11/6/2006
60% CD — GMP SET j
CD-100%
11/3/2006
2ND CITY SUBMITTAL
CD-100%
08/25/2006 I
CITY SUBMITTAL j
DD-100% I05/01/2DD6
DFS SUBMISSION I
SD-100X
02/20/2006
SCHEMATIC DESIGN
MARK DATE DESCRIPTION
PROJECT NO. 2882-017
P.I.C. Rip Parks DEC 15 2006
P. MGR. Sandy Shield
P. ARCH. Dennis Cummings
JOB CAPT. David Gruss
DESIGN BY Tom McLaughlin/Sandy Shield
DRAWN BY LMB
CHECKED BY BJB
COPYRIGHT © 2006
ODELL ASSOCIATES INC.
SHEET TITLE
TITLE SHEET
KIMLEY—HORN PROJECT NUMBER
116253000
SHEET IDENTIAER
1
V1

a
\ APPROXIMATE LOCATION OF THE ,� FEMA ELM ADJACENT ZONING
1 ZONE UNIT AS TAKEN FROM L L
N.F.I.P. RATE MAPS
DATED OCTOBER 5, 2004 AND JULY 19. 2005 /
COMMUNITY PANEL NUMBERS 3720892400J AND - APPROXIMATE LOCATION OF 7HE 0.2A I 1988, 4OOK. BASE FLOOD ELEVATION = 6' NAVD FEMA ROOD ZONE UNIT AS TAKEN 1988. TO CONVERT ELEVATIONS FROM NGW 1929 > APPROXIMATE LOCATION OF THE 0.2% FEMA FLOOD FROM ER 5,. RATE MAPS DATfU
STORM DRAINAGE SANITARY SEWER To NAVD 1968 ADD (-) 1,00.
STRUCTURES ZONE LIMIT AS TAKEN FROM N.F.I.P. RATE MAPS O I OCTOBER 5, 200E MID DULY 19, 2005
STRUCTURES I f / DATED OCTOBER S. 200E AND JULY 24 J A \ COMMUNITY PANEL NUMBERS PLANNING ARCHITECTURE ENGINEERING
`E ISOWiNV aizs S-N TOP - I.A. /// COMMUNITY PANEL NUMBERS 3720892400J AND S zonna+ �E 37208924DOJ AND 3720891400K. - /
O1° $E +B_INV - 2A9 060 xV . -0.93 / 3720891400K. ND DEEO REEEaENCEA / I
$W +9 !NV , IGO \ tpxepy]t �
NW 10' I V e },ID
YX 1CP a 12.}B M u„M 4P- 1w,
DI iCP - 6.6J 132 BOiiD.0 . -0.2x / 1
0,5 sE INY _ S. , _ J _ 6802 PARAGON PLACE SUITE 500
w IN, = e
„32, YH TDP - 12.}1 � � RICHMOND, VA 23230
If(T) 804.287.8200 (F) 804.673.0442
oP z.1D
,32 a NVWi 631J °V'11/8
�v v / D I T C H % flIpRM-'
,x'G,rp N. N .W a,, WWW.ODELLCOM
016 E NV a $.BJ �� - -� tp ' XEA➢WNA, MY
Sv - 5.>a 1$9a C CANCER CENTER ^ A S SPj L i PARKING p S P H A L T PARKING
-_ i323 DD rD aV - „ +$ .�P _ GW FEE = 8.93 CHARLOTTE, NC RICHMOND, VA
-6rw 5}5 2a'wr b" w q m a / T-/1�
°'s SW Nv . 3.50 I 1 W W Q R 21 O V
MH IOP - +2.]D I F — �// • CONSULTANT
,32 Dome wv = aoo 4 le" ^ o w ^ TOP a DRUNAcc smOcrvRE
CB HOW.IW ` Nm
026 NE 15' INV - 369 ( I ° \Iz Pr d"�� °' o m i \ \ \\ \\\ 1 2p� / METAL BUILDING I I I " Q
aw
5£ +e' INv - zeJ uN roP - 1233 v4 ° ,'oo H I / / PASQUOTANK CAMDEN 1 ^ -
sw IB INv . J.63 v - N 1ERUCAL PME - a93
Nw re vv - }e6 Borra.r INv _ a.33 OSERXYac t,' \ EMS FEE = 8.71 °, ` �� i+III \ _ PP, c 2 °a a o $ > z,• nrp luv - I%
METAL _ $ ••. B• ND INY-1.5> C = Kimle Horn
09W SA' U0 ° 1 P R. O \ A, SA ASPHALT PARKIN C r / �1 - g, I y
YH TOP - 12M I SxKrE, E �. � g. e nt' e e°j �. +�t,F>s 'y \ b � / Ipi 5 SHELTER APPROXIMA LOCATION OF THE 1R
^ b , V=
<B NCN - 6.95 13t BOLiOu Iv = , n' v-- ' , 0
,C at 1 d FEMA FL ZONE UMIT AS TAKEN
E +a PP m DT \ F (_ `�' ti `` p° and Associates Inc.
1 III DETENTION POND I JJ9 \ av °. FROM N.F.L .RATE MAPS DATED I
y .e °EP°� by q OCTOBER 5, 200E AND JULY 19, I - 1
wv I ea �'e n« ° ee,
'-+�. _ - WOT _ �' r ,-' .ar - -r - c 6P \ o: I" '9 • ° v ` 2005 COMM NITY PANEL NUMBERS 501 independalce Parkway, Suite 3W
c To' = ses eortcu xv - vO - - �- - ` >- ' - _ - _}6' - }PST e. v St s'' s' v _ _ _ + ° I a q 3720892E J AND 3720891400K, jj\\^^\\ Iy
0S2 v x P¢J nq _ 'b 51 UE - s- VE VE - VE - 9 �+, Q °� I /
NW S6B J I]2 / ° ` D
ux TOP - I}.9a _� `Y + e. - .j SEF,,T90,1E 6 ° 3�+° y o R 4q�'a `P `p ue °'P rAsaXAzi/� s p p \,, q FL ELEVATION 5' NAVD vy - - - - - - // Chesapeake, Yrginia 23320
Iv TOP . m ae BonaM wv . ssJ 086 ' - ° 'K `e't g •.�' p
134 ' F ° x�NAL*.�plvE-- - -W-'- YP`-e'er W W W I p FROM NGVB 1929 TO NAVD 1988 \
065 sortoY 1r,o. ¢9e '�- - m O65 • E E / Amxu,r DRIB o- e°, r ° ,a 1988. TO V'cRT ELEVATIONS
— — — ` — rp �.. — — — - _ ° / Tel. No. [phone]
uN T- l- 11 (NI ems+ , > "
�eHooD_rzaz i58 DOTrou .v -s.os np�]a6ar �.v -- "t N ew" P }' O'•' e d % ^ 'e r •q .°/
07t E 12- Inv - e.BJ �' J] p p t32 W - ss E E " QuJ I 5 /
W 12' NY - 8 ]9 \
IS
\ SbbT 6� Js'Or ,s'orNOTE 5 / a6br L
YX 1pP = lxa9 PP. G x). \ / J y F TGP ].IS )
�F _ �a6'0 I C CO C rr. \ CLf « / 9'Cxi
of roa - s.3x 192 026 w( x _ _ - / OCpv 5 c ^° \Pin METAL
T=NUILDING �e , I iAyl° vy.
O84 w IS' Ixv - 359 amia. Ixv - _ cv w/ fR NOh .N� =+ Y co z I wv. B.lo (NFFIE _ $,N7fE s.}o rote a Ea sD
w - / 4 TY a o
Ya wb xL T /
1369 ssuN roP - roza I \ P \ F b �- " R 132 i925 v v "v v \
O86 DI ro� I9 as Nv = on w I ! m 320 tJ
SW U �� -I W •n U 1 00 NOi J46 Y[T" BWLMNC I \� •a p i
i c / / ( � S <r �°�' m � •i EIEV. — Y' _ 1, � .9
,112 DD XOOD - 1111
OOr104 INV . 9.J0 I /� NEaO C OCN PIXFR -- I I/ )
\\ V $FIND!£ OwEP POE /1 b
ELEVRII 9OJ•YSL PP `W I Q I fI SURVEYED APRIL 2002 oI I �,I E \ e OOO " I ?
1117 CO XODO = +0.96 / / b°° °e ° ' ° °^ - / I J be° B _44 ,M1
sw lNv.. ea6 0 SURVEYED JANUARY 2006 ` j \
b CURD 0 °0 °QIRB IS ANO CURB Is 0 5 ,� / 6"UTILI
nL&0 L xy9 CUBI X>(2)° ALAB i x`°
TDMR f ('yam °'
120 ce HDDD . 12.9J ' N� / / /C / s •0 _-' _ iO DRA1a /° PP W( COCIxNG n ��./`-/\•1 �U���I a v e I I, S / _
sE 1z wv . ,o.xl BLOCHEOK \ z cw E wlyy��//�-�''�1
cs XOOo . +zas ty n'O�w / y4` / RE• _ OE - _ _ Tcoawc '//Wyyyyn�� 1 ° eM° / �a '�i, A'OA LL
ill x12'!O vs Llr fAsvl+u.T o a - / d \ s ® D(8) WV I ` / / '//ll II1111111Y
MM /
ca HOW - 12,21 OW
126 NE a NV . 10.26
NE 13 MP n 9.39
QiV wC " 9 0 AL (z) 9'Cur ,` `la' M (x) 'OMr ti 2) S' uTL«° `, 51/ {) / I Ira I ,P ' , SWAIE , 51RUCNRE
CB Xow . 1203 O \T• I - u a d" e. I ❑ I -UU" rE :a.n N asF �-
128 xc `r c e aeo m 1 YF U 3F - '3F s o -
N,, 2 1 - BBD
12' uV .. B.15 F� & u '� $ eR(s LK +.a a �� ° I MR
HOSPITAL ZONING +x>r,m+xm rs,m ��.�,�D(x)dv\,�\ .� ,•q 2i� ax /�',a� r/ \\\� i i I(
a a I ° a -IN,.v
o cone a wfle i xD`p mna a�Jb v pq g
1 nm ' \ -0 o I ALBEMARLE HOSPITAL
12 v/ HEADwALLs -0 d s .O"^,°L,
E I.YV - S05 b BI 'P 1 I ASPHALT P/JMINC \ �l.\��'• \ \ I 3
Sw NV - 5.]D I N F , d / 4 R m2t Wit° ee ° ^ I w ]15 PI
bq ''wwI eN ^,e a• L' , ` 'u \ FEMA FLOOD ZONE UPROXIMATE �OF TTAKEN SURGERY + EMERGENC':Y
1 oP.Bn I I I FROM N.F.I.P. RATE MAPS DATED t n xi I.•NV eoz / � 1°N I NE wrr.tlI g OCTOBER COM5. 2004 AND JULY MUNITY PANEL NUMBERS
o"io e;z �m I_ I / \ 'p �� EXISTING HOSPITAL -s'N " " I NEW T / I I ml ZOOSCMNITYPAELNUME /\/�1,/
WTHy 3720892400J AND 3720891400K. DEPARTMENT EXPANSIONS
NS
NE +I'_ Nv - ,9> ' a^ tre x� ROM it ^p I \ ]t '
209 SE JO Nv - s62 6 "2 \4 •� " - P P°U I SE .6t i i >.at \
sw IY ivv - s.n {3 Cx O ° e OX
FFE — 14. 53 I ,z RfY S I nw 1988. BASE FLOW C NVERTEL ELEVATIONS
NAVD
xw Jo' wv - ssO ° )o ° a s wv-Am 8
°°° Le ` AL I IYRCP I I uW B >'a xELO PAo I FROM NGV0007929T 0 NAWT 988 ADD
S c '9 ° eq ''..PP ff SW INV.50+N _
iz' CMP PP. G \ I co nGs AL b wy, I ? IIU �, AND ,P,' CU*,SAO'p• / e / nV ' I IrPVC u >.as >.aJ t.3x W (-) 1.00.
212 NE Iry -Asa n TDc l " n etri (z) x n e'DHT (z) �° aL`u 6'wr (z) 126 \ / xw wv AL \iA —
SwINv.5.01 I \ \\`'•Y e^$��' N / Q al I%� I I I �p 697
fl /
I rcP x 6.90 '` 1 % 4 7 R R G .` TaP-,02 000 q
SIR
sE JO' uv - Sn I* e Llplrs 74� ,a I I >S6 A
026 `I fl,W I \ _ `v .n 0.a (x) YEi ''I ,aP
za-or ` - - - _ _ --°� _ --r 94 1 L t 4—�`, (z) EB oN11
e°x"� >^Ta iL "Y' 'Y' "P' .Yl \ .
> ems, + Jam' I (2) SYMwc Ina .(/ ezxD m /� I US) LAzrowc ucR'rs
4 I M-Or za Of r te•or td`m a6'Li ,e br\ `O BOOIN Ie+ un ,am 'Ossun ,56`x� l a a.ln na $PEED nJ> nt1i�' m d y , \ ELIZABETH CiTY
--N,p-e•or - em . J
- of �_ UE yE a,`a� c�E �I-�y Ra 134 /i� `V O /lam ,06t >I�j J>BUMP ,n III
r� _ NORTH CAROLINA
O eN 0.11 O30 nN nR
o> �aa _ - 2930 CU. YDS. SPOIL
r g' � � � ^>avHnLT oR+VE v, a �°� \ �► I ✓ I 1 ,st / m -
N I s itT - 56'oT v Q,2 ( °e 5 an nw /I
-1374
z- RCP -ems \
20'Dr PL - 9I, 99T nM ns3 axa
✓ . n d ° Csr � •,3 ,Y Rv - i aw am 1 Is am -�" ca nmam
O10 S +e 40-OT 016 +. W AL w a I I %u v i °LEP
{smart,; �M 511 RIG i t la» a n
� y� / J6'or /n'« � �-_- O e, v 9 ( „] � � e rH xeJ I1zm 1 m ss rav IaQm�PA1ED + .
/I 11 CYi µ 1 e1 ,0 "
9y ; ,n
j� w 9 V w+t n N h »
1r Lm v I nmIOJ� at RR RDM YPI ay
9
" D 1rAL 1W N I %NI I I %I
r.I,� v.
,"' a \ ,a I+I. a+ ° 1.. 1..m a>e +,]o •m ue \ I, Y 1 �"
+eal w0005
Uill
... ; .. J{ au
o
Po. cw. re a ti \ w ns' a.ea rise :a :1 nat%R`'r Im I I I I I I / mJ o y ° tr
Y = CSW VE NE V AI.4 $(6) 4 CSW n S Y(" +3 C SIa Tam � I
H SS
nrWD �—"`— xf3 „ a a ;1'+,� ``4'�4 , ;•i13 1n °m •=•-- -.:+' / _,}-- ,v.>+x.>. P N / a.
a I N +12 s lam 0]> I I 11 //
]
a
aM n — / I I a.x nax M
I I b Lma
, e 4 " I .v we zm AL* L
+2• RDp NE 1NV . 5_25 !rry �aSPXaLT� I e
5I6 r NY - 54D / f 1 "' +a> ° — \ am r a 9.N`m+n SN / / a' CD
12/08/2006 3RD CITY SUBMITTAL
I r ` r Z ZGP a uy, I / asI / / > / .. �-�- w 0 0 D e
D D 6 O6
° AL .n ss I %+e nw*eat r = E'i - iLi nw > I C D%n I.
a� 4° gt�Ne IC � AL yy nvv ,� 9 0 _. (�- � 1`A ,an" N
% 1 / OAPq -- ° — a 01 °P°e1"' o m 4 @ — _ _ — n . ra.a In +1p la > am ,aN� /"N — }9 na _ _ P D-100 / / 006 2ND CITY SUBMITTAL
_ m 11/6/2
Ca
— r .x
- � a9V0 ,. / •P `o• •2 °� d n.m b--,x-aea-. r rtav lam %Y\ +%ez Jl+v'3y5 � �' I ._.. ____.___. ___.___" ____..
.1 60� CD GMP SET
a , \ / E, {I5] ,am EIP CD 100% DB 25 2006
CITY SUBMITTAL
BUILDING �, +' ,� .r" r- �. �N°� ) .� _ _ 1 saJn .,.
«y rra ,(J,
L `°'/ 9 ,°, aa_ > 1-eF p di'+50 WL ie0x ;;3 �NOBC#o`Ez`dLES+ /' EMISSION
>>e \ AL \b d ? AL 163 r < xLgEN HE ACCE4 PG. M \
1
' 9 q OH nm c t -- D-100 / / 006 SCHEMATIC DESIGN
Ou d P`MUFRo1PNK \ EB \ C �I(]A�v/ v •U -- 1 \ 1 R E ENi A n A C,Rn.
N 1 �Ji r•
I d n`° a .o/Q,B,� 59B.xY JO'PWE mel
YMr1E lnx YY L0. Im,a�l3 .
DD 100% 05 01 2006 DFS SUBMISSION
° „rB ��is dd � YxPwu neee- R, . I S � 02 20 2
P, PTwV 59+
" 052 — — —55— —� o Pr nal I 4 5'PE.R MARK DATE DESCRIPTION
3 . \ PP ID' Pi 30' Pi
N , °� N
e nP a
S.
r^ 55 Q PARKING M 0.a0 • nsl 1+M M IPLE+aY
I IS T ISASVXAti w fNF➢E JOE D. FAKES
+y' _ -ss a', ,ow - EIP
Ixv. O.n o............... ... � R uranE j APPROXIMATE LOC ON OF THE 0.25 FEMA6o•, Pc m
^%� IS -—
SS
A°•' s I _ = o - - - - - - - - - - - - - - - i1,F 372089 , 200 AN72089140M.E UMBERS uAP Flu Lo CT N 0. —
/ °
Wna m 1
LE PROrE59 AI'
FLOOD ZONE LIMIT TAKEN
CW W PpYNOTNIN / SSYH a9B I _ w^y +-• ' 'D CALBEYRK ASSOLIAnON IB' OAXP.I.C.
R P k
M N.F.LP, o. walt}maNaao pp
on
RATE MAPS DATED TOBER 5, 200E AND 2882 017
Y 7 JULY 19, 2005 CO UNITY PANEL N PROJECT
s � I D
�./ D.D. eat. PG. N N { NOTES:
D, B. $T], P] V. _D.9Y qV ^C`17 YI AIBEYPRLE �fPE i ,Rip Parks
V
�\ uranE
I ,mwwrP« n { " I 1) ALL ELEVATIONS SHOWN ARE RELATIVE TO NGVD 1929 MEAN SEA P. MGR. Sand Shield
\T\\ BUILDING mIM. EIEERY JIB _ IImffi s'YAPxE° r LEVEL AND WERE TAKE FROM N.C.G.S.M. 'DOGWOOD 1978'" y
/ `APPROXIMATE LOCATION OF THE 0.2%FEMA I M DJAC ON COASTAL WOMENS { z :z F I (ELEVATION = 11.98').
FLOOD ZONE LIMIT AS TAKEN FROM N.F.I.P. KIv oF,uLoraz b^, )I m�^r' 2) ALL UNDERGROUND UTILITIES SHOWN ARE THE APPROXIMATE P. ARCH. Dennis Cummings
RATE MAPS DATED OCTOBER 5. 200E AND I 11 cuNm nm LOCATION OF THOSE LINES AND WERE TAKEN FROM ABOVE GROUND
_ I 11 ' I HARBOUR'S EDGE a
3720892400JJSANDS 201 914400K` NUMBERS I II O 1 �- IRE CENTER •'
I u' ill m e GRA55 t j EVIDENCE AND FROM MAPS PROVIDED BY ALBEMARLE HOSPITAL. JOB CAPT. David GrUSS
H�ttfH� 3) FOR ALL REVISIONS SEE SHEET SU7 DESIGN BY Tom McLaughlin/SandyShield
,DAa. 'I 5'""P'F 1 MEPE 4) STORM DRAINAGE WAS TAKEN OFF OF DWG. M-9, REV. 1,
Y"rT� "PLUMBING WASTE & VENT PIPING GRO ND EV N RT
Ir I
I
- xis*-s'IOy
DAVIS STREET (PUBLIC)
��
PHY9CAL
� REHAeNrnna+
/
I /
/
I /
/
ALBE MLEw'PRCrE551DNa1
PPRN ASSObA11al
/
/
MIERHPL
/
YEgbNE
'w�
A oESTAL£
/
OR] O$`EMC
I
} U L EL O H DATED
cCAL I � 12-11-89 BY EASON, EARL & ASSOCIATES, INC. COULD NOT FIND
MEDICAL VILUGE T) � !
SHOWN MH'S AFTER MH 1925. DRAWN BY LMB
I 5) SANITARY SEWER WAS TAKEN OFF OF DWG. C-1, "OVERALL SITE
PLAN", DATED 11-16-98 BY PAPE, COLE & ASSOCIATES CHECKED BY BJB
EAST CAROLINA 5'uAPi[ On ARCHITECTURE & PLANNING.
4�I
- cAROlovascuLAR I 6) ADDITIONAL LOCATIONS OF WATER LINE &SANITARY SEWER WERE
T j PROVIDED PER CONVERSATIONS WITH LARRY MELVIN MAINTENANCE COPYRIGHT © 2006
SUPERVISOR. ODELL ASSOCIATES INC.
99� unnuURVEY NOTES
.a a•'1� �w m % m '� v 1. THE TOPOGRAPHIC SURVEY, FOR THE CURRENT PROJECT, SHOWN SHEET TITLE
---A OV�GRASS 0 ,,,n ..�---- HEREIN WAS OBTAINED BY EAST GROUP, P.A. OF BOX 7305, TOPOGRAPHIC SURVEY
^- '°""` 324 S. EVANS STREET, GREENVILLE, NC 27834 [phone].
pp00' pRDpERm uxE
THE TOPOGRAPHIC SURVEY WAS COMPLETED JANUARY 19, 2006.
6/ 2. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR LOCATION
OF UNDERGROUND UTILITIES. THE UNDERGROUND UTILITIES
J�
SHOWN HEREIN WERE ESTABLISHED USING ABOVE GROUND
STRUCTURES (VALVES, METERS, MANHOLES, ETC.) AND
AVAILABLE UTILITY MAPS. TRACING OR EXCAVATION OF
(V
UTILITIES TO CONFIRM LOCATION, DEPTH, SIZE, TYPE, ETC. HAS
KIMLEY—HORN PROJECT NUMBER
ROSEWOOD PARK
NOT BEEN ACCOMPLISHED UNLESS SPECIFICALLY INDICATED ON
116253000
oy
/
THE PLAN.
SUBDIVISION
�Cv
4 %
GRAPHIC STALE
3. TEMPORARY BENCH MARK (TBM) FOR THIS PLAN: HEAD OF
SHEET IDENTIFIER
0 30 60 120
240 COTTON PICKER SPINDLE IN POWER POLE, ELEV=9.00' M.S.L.
4. VERTICAL CONTROL DATUM: ALL ELEVATIONS ARE RELATIVE TO
/'\
( IN FEET)
MEAN SEA LEVEL AND WERE TAKEN FROM N.C.G-S.M. 'DOGWOOD
L
ROSEBUD AVENUE
i inch = 6
ft.
1978' (ELEVATION=11.98')

DRAINAGE DESCRIPTIONS*
�-
- - -- T
- - --- - --�
- -
--�
mvv I LAla 1. vU I l'ALL A8 PROPOSED NCDOT STD. MANHOLE EXl-AOUT EXIST. PIPE
° I " /
EX1 EXIST. MANHOLE RIM=11.61 - EX2-EX1 EXIST. PIPE -�`-�..�_C _ �- T___ (BASEFLOODT -._-
12 INV. IN (EX6) 6.60 T\
E AE
EX2 EXIST. DROP INLET �� �/
24 INV. IN (A9)=6.00 EX3-EX2 EXIST. PIPE � \ � �
EX3 REPLACE EXIST. DROP INLET TOP W/ 24" INV. OUT (A7)=6.00 �\�����\R��`\ �� 21s ^� / /// _ .. /�` Oc a
CURB INLET TOP Al 79'-30" CLASS III RCP ® 0.25% ° / \
RIM=10.70 EX6 CONVERT EXIST. CATCH BASIN TO
INV.=4.61 DROP INLET A2-Al 110'-12" CLASS III RCP ® 0.26% ^ a
RIM-8.90 4s
Al PROPOSED NCDOT STD. MANHOLE INV. OUT= 6.70 A3-Al 68'-24" CLASS III RCP ® 0.29% -O- \ \ `6� ,ryI I I PROPOSED TURBIDITY \'
RIM=9.40 p APPROXIMA LOCATION OF THE 1% I CURTAIN, SEE DETAIL a°
12" INV. IN (A2)=4.81 EX7 EXIST. CATCH BASIN A4-A3 28'-12" CLASS III RCP ® 3.54% �A"s�FEMA FLOG ZONE LIMIT AS TAKEN !' I I SHEET 12
24" INV. IN A3 =4.81` a^ tea\ 4 --�-- - i j FROM N.F.I.. RATE MAPS DATED I I !
2004 AND JULY 19,
30" INV. OUT (X3 =4.81 A9 PROPOSED NCDOT STD. MANHOLE A6-A7 22'-10" SCH 40 PVC O 2.59% "� \a a l °�� zoos COMM NITY PANEL NUMBERS
i 372089240 J AND 3720891400K. a I I I ^yI
RIM=10.25 q" roa / I h" ^p° BASE FLOO ELEVATION = 5' NAVD o \ A2 PROPOSED NCDOT STD. CONCRETE " A7-A3 81'-24 CLASS III RCP ® 0.52% - ' x- p ti` \\\��� -'��-
CATCH BASIN 15 INV. IN (A10)=7.04 /a » ' 1988. TONVERT ELEVATIONS �``��1-
RIM=7.51 OU
--- w w = -- w w ,FROM NGVD 1929 TO NAVD 1988 /
24" INV. IN A11 =7.04 - o b ' ADD t. o. ° �X - - - - -_- - -
( ) EX4-A7 40'-12" CLASS III RCP ® 1.78% 1 \`
24" INV. OUT (A8)=7.04 3 -t� a- r h' (-)
15" INV. OUT (A1)=5.10
F I ,h a� tea• tq�k k�
EX5-EX4 EXIST. PIPE x o` _\ ^'
A3 PROPOSED NCDOT STD. MANHOLE A10 PROPOSED STORM CLEANOUT
D=4 RIM=12.25
RIM=8.63 15" INV. OUT (A9)=7.65 A8-A7 131'-24" CLASS III RCP ®0.44%
12" INV. IN (A4)=5.01 All PROPOSED NCDOT STD. CONCRETE EX6-A8 10'-12" CLASS III RCP ® 1.00%
24 INV. IN (A7)=5.01 CATCH BASIN suf�6,: �- 3 III
24" INV. OUT Al =5.01
( ) 18" IN . I EX7-EX6 EXIST. PIPE
18" INV. IN (EX8)=7.28 s
A4 PROPOSED NCDOT STD. CONCRETE 24" INV. OUT (A9)=7.28 A9-A8 83'-24" CLASS III RCP ®1.25%
CATCH BASIN
RIM=8.46 EX8 EXIST. CATCH BASIN A10-A9 61'-15" SCH 40 PVC ® 1.00% (MIN.)
12' INV. OUT (A3)=6.00 \, \a 88�3
Al2 PROPOSED NCDOT STD. CONCRETEAll-A9 57'-24" CLASS III RCP ® 0.42% / A5 NOT USED CATCH BASIN
RIM=12.91 \ a e000.
A6 PROPOSED STORM CLEANOUT " EX8-All 73 -18" CLASS III RCP ® 0.45%
12 INV. OUT (EX8)=7.90
RIM=9.58
10' INV. OUT A7 =6.00 •
( )- EX9 EXIST. CATCH BASIN Al2-EX8 39'-12" CLASS III RCP ®0.74% _ _ - - - �� '/ � � •- s // o
CONNECT 12" ROOF LEADER �C
A7 PROPOSED NCDOT STD. MANHOLE EX9-EX8 32'-15" CLASS III RCP ® 0.72% ll��
D=5 A13 PROPOSED STORM CLEANOUT m F / ! e°a 69� a0 30" RCP
RIM=9.30 RIM=13.50 Ala-EX9 90'-8' SCH 40 PVC ® 1.00% (MIN.) Qs '-"`-- - - / p--� a �Z s -- -- -� -11 EX1 _
12" INV. IN EX4 =5.43 s ' V.
j ° + a "_ _ - - a_ `'' -
( )- 8' INV. OUT (EX9)=8.84 \ IP ^----=_� - i
10' INV. IN (A6)=5.43� ^ ! F ---- �-
' EX10-EX9 EXIST. PIPE � (
24" INV. IN (A8)=5.43 EX10 EXIST. CATCH BASIN 9.49 fl se _�_ EX2__
EX11-EX10 EXIST. PIPE 3 s o a -° ery z1z a±o s>2'�' \ I
24 INV. OUT (A3)=5.43 ° > I
EX11 EXIST. CATCH BASIN 8.60 ^ �\ \ \ \
EX4 ADJUST EXIST. CATCH BASIN TO ALIGN EX12-EXI1 EXIST. PIPE -6,.,< - �9.10 P 1 8.20 I T�o 7.30
W/ PROPOSED CURB EX12 EXIST. CATCH BASIN 4 3 --- .5, P,-ME ! P ` \
EX13-EX12 EXIST. PIPE 9,73 9 p x
RIM=8.60 I 1" 7.0 \\ -x-
EX13 EXIST. CATCH BASIN ! P5o/ 8.i4 7 0 _7.2 P \1 \\ � \ I I
EX5 EXIST. CATCH BASIN EX14-EX13 EXIST. PIPE I 8 1 '
EX14 EXIST. CATCH BASIN O1 91 ( J� h! ' ( IRT j
f _ \
+ohs I - APPROXIMATE LOCATION OF THE 1%
.9s _�_ i!-T--- �) z34 FEMA FLOOD ZONE LIMIT AS TAKEN
,a.sa - jj ' j j ,� \ s.77� I FROM N.F.I.P. RATE MAPS DATED
9'� m /9.00 ,I j - I OCTOBER 5, 2004 AND JULY 19,
,4s4 I i� 2005 COMMUNITY PANEL NUMBERS
*FOR CATCH BASINS, RIM GRADES ARE EQUAL TO THE TOP OF CURB AT STRUCTURE LOCATIONS. I X
` \ 3720892400J AND 3720891400K.
i • 9.10 911� 1 P3 z,7 7.34 7,a 1 \ `� BASE FLOOD ELEVATION = 5' NAVD
^ \ \ 0.45 9.60 b P FROM NTO NV T LEVD ONS ADD
- P 7.49 1988. TO CONVERT ELEVATIONS
(J� '` ' _ .�1 1 I �:,> �: / I � I � � 4. � T -MEt � P 8 I I -8.�0 � � A
EX3 . ' 10.00 I i P 7.65 75 z5z �\ m \ (-) 1.00.
P 765 z43
N PrA
�
T(!77 i 8 8.00 1P
�i.• ��% v AID' �.�- / `i, T l,l.� 10' TRANSITION FROM +.�:1`P
>ti 60 y ( ;T q ,n A
j�h-�_Is REVERSE CURB AND GUTTER 10.80 G r6.:� Tt'-GFs 8.30 { � �^ G R A SS
/d j"I � TO STD. CURB AND GUTTER 10.7T� �, �z Z56
`"cSt1 �. d `I- '�-�� - ' 1 I +105 -
> ^^i{ `` LL��
I __ 4 m 7.83� A�- �' "O O v +9 \
4
1.9f 11.27 Ocis
.Ba " " ! S`� -��- \✓ \ \
r �tjy II
ilk
-1 12'r A
1,114.40
{- 118.60 '� 7.49 _ - - 2930 CU. YDS. SPOIL
12.0 fTIN0 1TW/rC \ N P1.3O(
Y PJ
i P A4 I \
<' ' PROPOSED �UILDING f4.3 �� p00 1 \ 7. a-
I(7 rn \_/ �3 8,601� 1
I 1 ADDITION // Td 6.24
PFE=14.6�t ME \ � _ 12"
10' TRANSITION TO STD. i I �- _ RCP / 90
CURB AND GU 3- I i TW I �- 8.98 - - '&
- 1 14.30 j j I TC-ME-
1 ASPHALT PAVEMENT 63 I J I \ I TIN f .20
FLUSH TO CONCRETE 14.00 - f2.70 12.70 ! 9.40 I / I J ��1
] L e9� ! 14.N0 J �r Y
I i CURB (TYP \ __ c P -- I I m� --� - i l �'
\ E-VP UPS 13 7� '4 � I �
46s10 TRANSITION TO STD. 12.40
TW ' 'f _ I - _ \
\s s \ ;4 / X14' ,4.03 CURB AND GUTTER � ! ' o ' � � 3.90 ! 1 .20 + + 1, - j -� / - I \ \ w v 0 U S
i + r1 o I i U' Z, I + + .21 63 \' •Q a 8.26 I 1, I 5.00
.,, }f
\ IP ;r 1 /' Ss -, 1 e <. - 444 F :\ ee I� TC I I i p80 P P�MEt1 6.73 p x\\
d ,`,` /� 12.30 2 T
+ •C s nl _it C4 )� >.+s - Tl.-� \ ••\ 7 ..I• • yi • I h I
4.6, jt - .00 _ 4.2Q o 1' 1 Ah0 \\ I P f? I ! J +s.aSl
fE�
}I-- i 5 - .r �.a + 3;; _. <sr 350 P j I
-
a 1 13U0 ` 0 1 .20 4 10
�. s J 13.6 10.0g 9.45
n� ^ ! -,3- IP�� \
25 l+ a9s Ala' / \ , I I CE P IP
I .7 _ '- -iW 11.90X I EMPORARY -
1 13.30 � r � � a� - - � i .`� IP 6.1 �
TC-MEt°'ao U 13.00 P I &> / STOCKPILE / sal x
E± 7r0, �' 10.70 v 12.50 fP 0 F= 11.20 SF 1 hP� = I
M ; - 1 P \ EX4.5 O
iC- 12.30 1 . O �� P - 90 TG s- 7 x w 0 0 � .
P
ME 1 P 9.20 p30 P ME P-ME33 n E - - y er € s.as.o3 k
O I t � � 2" R I
P R `
,n ;< _ ._: >� X8 1125 P 1l P
SAN P 1.50 ! A9 J �> EX6 IP
- _ Siai! - ,. IP ✓¢ g" RC 10.50 10.000
- - `
-
\ n ^ - ` / /�10.50
10.10 P-MEf
Tr Xt i IP
�,- 1,,. ] 10.20 GRADING L \ '
h SF SF SF SF- =,SF � 11.00 P �w�s.� =
� f 0.50 = .
.�F IP " -� / GEC
11.�J5 ` '.- - TWr6 = EX7 IP
" 11.5 TC-M - IP EX9 A11 9.58 9.1, { _ " 20'x50'
+ 13 > 9
A --zt + a.z e IP GNE CONSTRUCTION
�_ .:_�...... -.-__ \,. ^ _.-.-- `=.�_ • t 6 _- • 9.1 �_. 'FTC,
a^ _� �v2 �� _ CE
I&9eACCE55
�� IP EX1t a;� d`",�R ,.Y.. c.�: <t - '. -� - �V OF_ 1 I SEEYT ."' CREPE O
..; 1 EA x!/ MYRTLE
J^- P;M£ \ I rR%
_
NV RIM 7,50
5.91
y
---
ySPEAR
W
,'21'25
r T �T
I ' � ; 11 t'�44,,
5
9.N
767 >•. , \,, 1' I 1 , L ; P ,ARK CREPE
LE
1 -t_
I
I
APL=
L9Pa'�K .S CCI A`1 - --_"` .- 7R" OAY.�
cREce
ii..----JJ, - --1 MYRTLE
-obSrAC WOhdF."d'' -- z
y I
NiC
I f
I ,
5" MAPLE I'
ME MATCH EXISTING
EIP
roRmERL• P PAVEMENT
PG. 764 i
„AV6,g 9p,� TC TOP OF CURB
o TW TOP OF WALK / \oe�''w '
/ h
LEGEND
(STING PR POSED "0W0F"07''F`v
JOE 0. EAKE564 EIP
APPROXIMATE LOC ON OF THE 0.2% FEMA D.a. 604, PO
FLOOD ZONE LIMIT S TAKEN FROM N.F.I.P. Al DRAINAGE STRUCTURE Al TAX MAP 60,`O°jAp89"90'
RATE MAPS DATED CTOBER 5, 2004 AND NAP P+ a, LOT 54
JULY 19, 2005 COM UNITY PANEL NUMBERS CP
3720892400J AND 720891400K. ®-r �° STORM DRAIN PIPE •���
((�-^-- ®•- CATCH BASIN �®
�I-••- �� DROP INLET �®
STORM MANHOLE �®
OIP INLET PROTECTION
,UR'S EDGE GRAPHIC SCALE
DENT CENTER 0 20 40 80 160
CE CONSTRUCTION ENTRANCE
3c SF SILT FENCE ( IN FEET )
1 inch = 40 ft.
PLANNING - ARCHITECTURE - ENGINEERING
6802 PARAGON PLACE, SUITE 500
RICHMOND, VA 23230
(T) 804.287.8200 (F) 804.673.0442
WWW.ODELL.COM
CHARLOTTE, NC RICHMOND, VA
CONSULTANT
Kimley-Horn
and Associates, Inc.
5M hlaepei&m Pakwc% We 300
amweft W01a 23320
TeL Na (757) SW7300
E ` �
IDAi ; ,`„`p�
ALBEMARLE HOSPITAL
SURGERY + EMERGENCY
DEPARTMENT EXPANSIONS
►,:' a
A• •a
I
CD-100%
12/08/2006
3RD CITY SUBMITrAL
CD-60%
11/6/20D6
-
60% CD- GMP SET
cD-100r.
11/3/2006
2ND CITY SUBMITTAL
CD-100%
08/25/2006
CITY SUBMITTAL v--
DD-100%
05/01/2006
-�
DFS SUBMISSION
SD-100%
02/20/2006
SCHEMATIC DESIGN
MARK DATE
DESCRIP11ON
PROJECT NO.
2882-017
P.I.C.
Rip Parks
P. MGR.
Sandy Shield
P. ARCH.
Dennis Cummings
JOB CAPT.
David Gruss
DESIGN BY
Tom McLaughlin/Sandy Shield
DRAWN BY
LMB
CHECKED BY
BJB
COPYRIGHT ©
2006
ODELL ASSOCIATES INC.
KIMLEY-HORN PROJECT NUMBER
116253000
SHEET IDENTIFIER
6

1
I
LEGEND
EXISTING
PROPOSED
rC 10.68
ELEVATIONS 1E,
�-
----
TOP OF BANK
SWALE / DITCH —•--•--
TOE OF SLOPE ----------
EDGE OF WATER —
— —
�'
WOODLINE
r A
TREE
SOIL BORING
BENCHMARK
EDGE OF PAVEMENT
—q
CURB AND/OR GUTTER
Al2
DRAINAGE AREA
Al2
1.45
AREA IN ACRES
1.45
0.30
RUNOFF COEFFICIENT
0.70
'
SIDEWALK
COMPACT PARKING
CQqP
HANDICAPPED PARKING
(`A
LMLmES
RCP
�RCP�
STORM DRAIN PIPE .
CATCH BASIN
DROP INLET
n,.
STORM MANHOLE
..�D
W --
WATER MAIN
W
BLOW OFF VALVE
-s----
REDUCER
H
--��---
FIRE HYDRANT & VALVE
SAN
SANITARY SEWER —
SAN —
— -4� --
SAN SEWER MANHOLE —
•f —
®—
SAN SEWER CLEANOUT —
—o
SFM
SAN SEWER FORCE MAIN
SFM
EROSION -I- SEDIMENT CONTROL
QP OUTLET PROTECTION
IP INLET PROTECTION
SILT FENCE CULVERT
CIP INLET PROTECTION
X X
SF SILT FENCE
TP TREE PROTECTION
GE CONSTRUCTION ENTRANCE _
SITE DEVELOPMENT PLAN FO
ALBEMARLE HOSPITAI
ELIZABETH CITY
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL
"NO CUTS"
OF NORTH CAROLINA
1-800-227-2600
FOR LOCATION OF UNDERGROUND UTILITIES
N
W E
S IN
i
SITE I
❑ BUSINESS
17� 17
158
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1 TITLE SHEET
2 TOPOGRAPHIC SURVEY
3 DEMOLITION PLAN
4 OVERALL SITE LAYOUT
5 SITE LAYOUT PLAN
6 GRADING, DRAINAGE AND EROSION CONTROL PLAN
7 UTILITY PLAN
8 GENERAL NOTES AND DETAILS
9 DETAILS
10 DETAILS
11 PLANTING PLAN
12 PLANTING DETAILS
NOTE: ONLY THE COMPLETE AND APPROVED PAPER COPY OF
THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE
AS THE OFFICIAL CONSTRUCTION PLANS.
PREPARED BY:
F1KimIallWYMHorn
and Associates, Inc.
COPYRIGHT Qc 2002
KIMLEY-HORN & ASSOC., NC.
ENGINEER:
KIMLEY—HORN AND ASSOCIATES
501 INDEPENDENCE PARKWAY
SUITE 300
CHESAPEAKE, VIRGINIA 23320
[phone] TEL
[phone] FAX
CONTACT: CAROLYN OSTER
TOM SAURO
NORTH CAROLINA
SITE SUMMARY
HOSPITAL ADDRESS:
SITE ZONING:
PRESENT USE:
PROPOSED USE:
RENOVATIONS/ADDITIONS:
FLOOD ZONE DESIGNATION:
DISTURBED AREA:
BUILDING AREA:
FINISH FLOOR ELEVATION:
Albemarle Hospital
P.O. Box 1587
North Road Street
Elizabeth City, NC 27906-1587
Office & Institutional (0&1)
Hospital
Hospital
Phase IA
3rd Floor Addition (Southeast side of Building)
Front Parking Additions
Central Energy Plant
Phase IB
Cafeteria Addition
Service Area Expansion
This property lies in F.I.R.M. Zore 'A4% B & C and is located in a
special flood hazard area as determined by N.F.I.P. rate maps
dated August 5, 1985, community panel number 370185.
1.5 Acres on Highway 17 side of site
0.7 Acres on rar side of site (see post —development drainage
area map for watershed information)
Phase IA
3rd Floor Addition (Southeast side of Building) (17,121sf)
Front Parking Additions (63,604 sf, 1.46 Ac — Asphalt parking
only.)
Central Energy Plant (5,280 sf), 12,204 sf, 0.28 Ac. — Asphalt
parking)
Phase IB
Cafeteria Addition (19,354 sf)
Service Area Expansion (2,257 sf, 0.06 Ac. — Asphalt parking only)
14.53' --
APPROVED
NORTH CAROUNA ENYMONMWI14{,
MMAGEMW 00UM M
WAM OF VOM O Mnr
a,. No ✓ it . �cLo _�-
APPROVED DATE
0 0
0
ILL
PLANNING • ARCHITECTURE o ENGINEERING
ARCHITECTURAL DESIGN TEAM
P.I.C.
K.
BLANKENSHIP
P.MGR.
R.
BRUMFIELD
PARCH.
J.
PATE
DESIGN
R.
BOOZER
DRAWN
D.
WATSON
ODELL ASSOCIATES INC. RICHMOND, VA
2000 Copyright o
ElMnIG1171160101711
and Amdatw Inc.
Vft"b9�
Tip Nm asn 548-73Do
b. 11-uL
CIVIL DESIGN TEAM
DESIGNED: C.OSTER
DRAWN: J. MISTER
CHECKED: A. GIACOIA
KIMLEY-HORN AND ASSOCIATES CHESAPEAKE, VA
REVISIONS
NO. BY DATE DESCRIPTION
1 CMO 7/26/02 PER TRC COMMENTS 6/25/02 &
ODELL ADDENDUM FOR BID PACKAI
ALBEMARLE
HOSPITAL
ELIZABETH CITY,
NORTH CAROLINA
NOV 1 2 2002
DWQ-WARO
KEY PLAN
SHEET TITLE
TITLE SHEET
KIMLEY-HORN PROJECT NUMBER
016 081 018
DATE
DUNE 7, 2002
SHEET NUMBER
1

r
I�
c
NOTE: EXISTING RIGHT-OF-WAY WAS
DETERMINED BY WIDTH OF ROAD, FACE OF CURB
TO FACE OF CURB AND BASED OFF OF A KNOWN
90' RIGHT-OF-WAY.
H ST WSB• E
ASPHALT PARKING
\ CANCER CENTER
FEE = 8.93
"
STORM DRAINAGE c
��
SANITARY SEWER e{ •D b �
i Pr b°eC".�
STRUCTURES STRUCTURES m ,° d b a °� +4, d ,pA�
W 1Nxro = e.92 / d\ a d
SE Ir INV N RE
Is• Ixv -Jae mTOP = r9a ,a+�' /` \ 9 ^' • 9 F b` b « a d fo• ,p
104 my - 209 603 - -o.as
IRA Irwv = &W ,4' ,�eor • 1 n'p { } � +p , - ^'
Nw Ir INV-110 9n cl '{--_ _ ,q :r•..
NH TDP - -D.
DI my . 5.W 1320 BDTRW . -0.12 b ,
159 SE INV - s.J9 O
W
un TW _ 12.J1 9 ys If d
11 NGP ,32, BDT M - am
i6D NE NV - 1ss ^'
SW INV m &24 ^
uH - tzl0
13Z2 N INVvN - a.4i
B INV Wr - 4.32 a J5•CT u
1r alv NW my IN - aW 162 NE INv - 5eT +
Sx NV - 1323 BDTIdI 2�.t4
182 w WP 15.35 mV--
sW 1s' INV -'-
1324
BDT1(IN W V - 4W p `
I¢ 1S' IHV = In1326 �y e
260 SE Ir my - J.W AN T4P = Izw
sW Ir WV = S. BDT,011 IxV = 4.] V1 NW ,r INV&W ,d^I \ I l 1III II C 4
266 Eae IN = 1u 1330 McHorrd NV J.2s p
SE fr NV -
NW 18' mV 91E BFXbiMAlw I ` 1 I I I III I / s CL9D1 I sd GVBB
wH T - 11.B1 IIE/O K GDT10N %CKER I` I I I IL ! B Y / AL k
1344 N wv w - s.7J 9PNIXE Iw PD'MR IVE.
wTi - &y5 BDTioN INV - 21D EIEVAIIM a B.W M.SL I I I I / /
520 xw Ixv - &ee
F
1345 Borrow NV�m
N X _ V = a63 A / 1,1 I IIII �AWNALT
650 eDTilw wv. = 7.9eI-
NN TW - 1z0Y
!B xDOD = 11.Q 1569 BDr1DM INV - 5.D5
714 RE1z'INV :8.10 E \ • 1{ I I IlTgl /
SW tr mV _ &n
DI - - s.12 1924 uH TaP - 14a (//��\ , *,RV _ o-
840 w 1s• my _ &sn O WT,DM Ixv . sW
1925 BWorrwl mBzl f\ ^�'n £ .d\s.��] 1 •`' ,, III Iy�I I I • `{ $ „ d
883 m TIr = 9.D9
sr Ir wv -
i122 mHIMI-111.55 3697 wwV r.77 lam
d \ +all)III I I X. +
ECTIlOU = PROJECTED
„72 19 HDW _ la = RIGHT -of -WAY
sw INV. - 649ze Z .1F a d y
1205 W HWD - 13A3 SE 1r INv = loll p I a
GB XDW
1218 sE Ir wV=9.0
NW 1Y• mV - 0.77 '1yIS•CMi \ 1 ` / a W W'RAkO I54
n.
HWD=,= m 1p�0y1 �p ' 6 "I, \
XE4• r1 s H'$ AL k rCNT (R) d AL k B'Q
CB OOG�d� 'W
7268 Ixv -o.zs 1
NE 1r uP - 9.J9 +/ a
M HOW -12W
1262 NE d = 1
XE trwVw D.r 51 T
-aW g �p
sw fr INV - Bm O
xw tr I
NV -OT WOT JrOT/
m•� 24VJ1Zr 3B•OlT'
Q.
U20 Nw/ , , ., ,w ^' \ \ E IM/ - HEADWS.BSu c $b' :'- y ^.p ^ A¢ &T Dm\E ♦
79
SW wV - uY ' i,Pj �,'%'P ,{ / n{ r M P ^{� . b.{,'!' ` ,•P,{b `{ -
+ 7 N _ i 7- B{iz• a I 1,1` s '.ism -aWaT -i--
1770 xi wNV - B.10 ' ,r r d7 .� ^ �\J
cl
"INV - 9.1D � r
7.5
j `ate/ _tee ,{ ,� .� „ 1f• '�- -y P
xE 1r INV - 197 y+ d �rnaa grpRpT
2090 Y W INV - MBR O 4„ 9 " 'W ,rgq, d r
SN 1r RV = S17 ��. .9 4 ,
NW Jr INV - 153 fa• RfP am f e /NN +S { `
tr CMP /Q / +
2124 sw I" _ 49D v / x ,9 n{ B
101 p r °' a a\ r a 0 +
2159 DId90
xE M. Ixv - J.W EG•
8W%V-anlee
.md y-
a ` d
P. G
CSW ){ - UE - - UE
wV +d $A- „ b '\
8
tr F NE INV. SlNi
Ir MP E INV. &IS
13' RCP INV = 54041
'J �
II(IIVF/ +r0
m l b
{ lip d bd
+9.yp• x•"`+dK F \ , a •e �
' I--- LIMING
.H
'Ir 41
41
+8 d ^� +®+ ^s d +r /fzGOD
d
G -
a D ---15
-
7.
-S�
v d
b
BUILDING
1
I
I
it ® I IIIIII ����IIL1
DAVIS STREET (PUBLIC)
aw
YI µ
(PRIVATE)
s"llu v
¢ I"Ary
2
977
its
-X w
R, U
ADJACENT ZONING
01
d \
Bwm \\o ,
i
3� /
dASPHALT
PARKING
BUILDING
PASOTAL
EMS FEE = 8.71
A 6PH KING
yq AV
A a /4.R a s Tc�.p�4' Spy^ C�I A
r F a rvp
d p
d
rndv. s
s9' e4'
,.��^,4
9
r ASPH T dtl\£
p'
a{ bQ'�S
bd @ A y
d
',; GAEHO • E
���' a
•C
• NOTE 5
(b wT k METAL BUILDING
"b�
ry/
\\ \
W\ �, �,
b a s Y W
r
ar (MAINTENANCE)
o ¢1 FEE y8.71
�Ti_
V
\
m �
METAL it a
�
4
IkTK m9LDMG
sp
arw+E "
0
i e` N06 a
TRAP$
$ s
0
bd�
F
> LL
� tl
to
M
�m F LJIJ\/
d f xc m
YGMT
EXISTING HOSPITAL
D _"� ¢ice
FFE = 14.53
°"" :1000
w u000
'tN%STTAPE PLUITIER
HOSPITAL ZONING
LAutA'RY
�j6' bM1NA9E \ ,
0nrrte
a
+
01
`-
�` 4
Av
ve d I o "csa
9 b
1P IV
w � d
O \AL V ¢
u 'sd
/
I�
FTll:'Ar/z1?,7
LIMIT OF PROPOSED MURK
N M 6A0
A PHALT PARNING ••••-- ••••
ADJACENT BONING ....
01 ,ro
(i i
11 COASTAI. VpiEN'S i
It CLIWC
it
n 4
tl
II
n -
u
E1Lai=El 4
'
,W
M
EAST CAROLTNA
CARDIOVASCULAR
wa
Nx sm
T
■
DITCH
�� -'�► � III �
roP Ci oRunA¢ sinlFluRE
-�•"-- �� �� � I Dr 4LAlIC11 PEE=4.9s � I *:
I I zvlgpwr=1 B \ I
DETENSION POND
lip 1Z
I l / / rCHr rCIR
1 '
R
lip I
Y
: p ls
I
PNI `\
G R A S S
y \\
f /
I / A
I -- - - - - ' 2930 CU. YD& SPWL �d
VDU DS
.07
- FLDDD ZOAC AMC6l _ _ •1. \\Y, I ,
NOTES:
1) ALL ELEVATIONS SHOWN ARE RELATIVE TO MEAN
SEA LEVEL AND WERE TAKEN FROM N.C.G.S.M.
"DOGWOOD 1978" (ELEVATION = 11.98').
2) ALL UNDERGROUND UTILITIES SHOWN ARE THE
APPROXIMATE LOCATION OF THOSE LINES AND WERE
TAKEN FROM ABOVE GROUND EVIDENCE AND FROM
MAPS PROVIDED BY ALBEMARLE HOSPITAL.
3) FOR ALL REVISIONS SEE SHEET SU1.
4) STORM DRAINAGE WAS TAKEN OFF OF DWG. M-9,
REV. 1, "PLUMBING WASTE & VENT PIPING GROUND
LEVEL NORTH", DATED 12-11-89 BY EASON, EARL &
ASSOCIATES, INC. COULD NOT FIND SHOWN MH'S AFTER
MH 1925.
5) SANITARY SEWER WAS TAKEN OFF OF DWG. C-1,
"OVERALL SITE PLAN", DATED 11-16-98 BY PAPE,
COLE & ASSOCIATES ARCHITECTURE & PLANNING.
6) ADDITIONAL LOCATIONS OF WATER LINE & SANITARY
SEWER WERE PROVIDED PER CONVERSATIONS WITH
LARRY MELVIN MAINTENANCE SUPERVISOR.
SURVEY NOTES
1. THE TOPOGRAPHIC SURVEY SHOWN HEREIN WAS OBTAINED BY EAST
GROUP, P.A. OF BOX 7305, 324 S. EVANS STREET, GREENVILLE, NC 27834
[phone].
THE TOPOGRAPHIC SURVEY WAS COMPLETED MARCH 25, 2002.
2. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR LOCATION OF
UNDERGROUND UTILITIES. THE UNDERGROUND UTILITIES SHOWN HEREIN
WERE ESTABLISHED USING ABOVE GROUND STRUCTURES (VALVES, METERS,
MANHOLES, ETC.) AND AVAILABLE UTILITY MAPS. TRACING OR EXCAVATION
OF UTILITIES TO CONFIRM LOCATION, DEPTH, SIZE, TYPE, ETC. HAS NOT
BEEN ACCOMPLISHED UNLESS SPECIFICALLY INDICATED ON THE PLAN.
3. TEMPORARY BENCH MARK (TBM) FOR THIS PLAN: HEAD OF COTTON
PICKER SPINDLE IN POWER POLE, ELEV=9.00' M.S.L.
4. VERTICAL CONTROL DATUM: ALL ELEVATIONS ARE RELATIVE TO MEAN
SEA LEVEL AND WERE TAKEN FROM N.C.G.S.M. 'DOGWOOD 1978' _
GRAPHIC SCALE
0 30 60 120 240
( IN FEET )
I inch = 60 ft.
0 LL
O
0
O
PLANNING • ARCHITECTURE • ENGINEERING
ARCHITECTURAL DESIGN TEAM
P.I.C.
K.
BLANKENSHIP
P.MGR.
R.
BRUMFIELD
PARCH.
J.
PATE
DESIGN
R.
BOOZER
DRAWN
D.
WATSON
ODELL ASSOCIATES INC. RICHMOND, VA
2000 Copyright
C2=n aW Amdft Inc.
>f� � �YIdRwLd�la PaIMIyt SWb 300
V'`."
23321)
TSL Nn [phone]
BEAL
025542
��WAn J. `P`'
CIVIL DESIGN TEAM
DESIGNED:
C.OSTER
DRAWN:
J. MISTER
CHECKED:
A. GIACOIA
KIMLEY-HORN
AND ASSOCIATES CHESAPEAKE, VA
2000 Copyright
REVISIONS
NO. BY
DATE DESCRIPTION
1 CMO 7/26/02 PER TRC COMMENTS 6/25/02 &
ODELL ADDENDUM FOR BID PACK
ALBEMARLE
HOSPITAL
ELIZABETH CITY,
NORTH CAROLINA
KEY PLAN
SHEET TITLE
TOPOGRAPHIC
SURVEY
KIMLEY-HORN PROJECT NUMBER
016 081 018
DATE
JUNE 7, 2002
SHEET NUMBER
2

V
N
ft�
r-
9---___,- __-._._-._ __._.__ __-.____ ____..._�_. N � E I I MO{CI _____.___.._--.,.___._ ____ -.-_ .......... ......___ __..-_--_ .. .�,
-e,,.we.a.• .m-v.+mm•�-W ,am,.. nm..,ww"•+•rwm."..m sep,m..,,,m,-x.,«^ ^rTMw+�....._.m..,i.._..e.,e....e.,<.m-..•�."u,no-p-"7-,_w+.rw..r--7„-,"T-s 7,-vm--mm+ ..,..>o-..:.,sse-�..,. -wn e.a.,+rmv�«ma..v.,,m -,.- .... ..�_ _ _ _ _._.-:a,-_..
e x i, "",C".® , , , « ,u.,, \ F , a °wt�"„' 'S" Y ..Wm""u",o^Y+'^• , i"a« -. -.-_._ _ . ___._ ... .- ._ _.,.._.__ _. _.__ ._.. _....-_ _.___ _ . __ ..-_..-.-__. ._.._. .- __..... _ _.,._._._: wav,_... _ _ .: .,... _,��_. :.."
`• '\ i " t /
rI t ", i A is h V :• a
.
t
c
x i /
L
,
a
r
yy
,'_..I. I %, , ,, 1
`
_ ., -_, ti
y ,,
c� - - , - a r
y ,.
m _ ,�z ..-
_ , r _
IllNo I;
I: ., ,
/ -
ft AM
_ ,. I v
I.<- a
.. ;.I ..., ;:Ir py ; , .
i
r
.. „ r: _., :<, u, , ^ _ "r - .,,: 2 RCP O ". " ,F, d+* + ♦ ;a'" 30' FLARED END
' , „ . „ e _1 r: L .al -♦.99.. .,_` , _a...]�`i:., \.'. -r---J._.,"-ffv __. _ i 1'i 3T7
I _ -- " -- - -.,_L 3 � 1.0% i <- - , A, . , F `_ a__r ._. <-` I- - „ O SEC110N VNTH 5
$`, , v -`+: __._.: - •-n---W 't-_-:y ,< ,.. , , ,8-12 RCP R. s., ____.._ " _ �. _.___-_..._ _-__.--____ -
". B ,n „. r'. ,. y _ .-. \ __.-`._ E.-.5_A •,._'' ,., f:a -. _ 1 CY3 RIP -RAP
.^o. •.:.,, , x, a - - ,. ,_, l O mr" ,,,.5 :. ,,. ,- n o-"S ~ w.w.' i ,. ,' ^' h' °' i 'y S, \9
r ..1 ...._ i , ,,. \a -.. .,, .+ x.. '3 .x . n i, _ ���y,y 4., r „. F`,f .. ,l`" `1 2�:. Sv`Y''t
`t r.,. v. , _ / ,.. - _.-�, . , a.. ,. .. .. .�� . , .` _ � " S- r - .€.. INV - 1.57 MATCH
..,.... _: ., ,__. .-- .. a- __ >-._... <., +_... . , .� PROVIDE .t '< s . -.._ _ .T.:� _ :. -yy i-':.
., 4 _s,..n , ',J r-. ! _. _.. _ . . "L. ,. Y '< >.. ,.. _�. 4r. M `J'.,.. ^ .. F ,i ,-::..,:5� I'v
.. , r' , . _. , - INV .tee,.. - - - .-_.__._
1 , .. a,. , m ,. , - ,) w.. .A e'?t`. ,, I J--,:.e........m.,^aC"=rv`__..._..wv. -e-. -x s =. _ _ �o.. """_-,4.,, _ _ _ , ,-., ga , >, - ,..". ,•3.,,» F RIP,.. :...: ,,.:, . ,, .. v `? ,,._ �.,- z, - ._ r ,^ .;i : t , DUSTING)
L "r'r ;§a:.-.. s' ., «';__,, v '_^S�r' .*•1''f�¢ : .CLASS-. :, -, . a; $$ ., - r. - - ..� _ �._ _ i q3�:: } a , ,, I
-,o �,,.__ -._. ,af-."I F _ . ,, ,,. _ .-... _. :<: ,..J, a § ,t - -_._.-._,-,_ _ _ -,. _,._.. _. Y,.r ,r
>i - �: .: n.x -. -w a „? .'+,<,._.E,..a._. ,:k :rRAPO V.<a.- „7 - R' .v ,aay i a.;` 1 . r __ '=�TI`�' _" 'Y.F .``'',r I _ !t.
_.. - _,_-:-,_..- ,__,.3 ._.. _.._.. _._.__..- '__-. a`. ,✓,. ,< ,.. IN._.. x.. _.'..__- -�. l,. - .•`f"' ^s.'i.�„ . ' ^-,, P3 7.75 '7.50
t- ,. ._ _- .-._.-_-_-_.__.. .. <; _, "x �- --, - a.;Z __,,.���' "/rv'd.,,4•a �.�:n..:.e 'r\.. X--- ii ..--ea' �-'-"_-"
-, it i'... :, ,M _ , m " `" - ti' ,- z - <- _ -_ - " . €, _ i ¢ Ill`.
r s os
_-T �- M _ _. �.� - -i
,rrrrPt 7.95 Pt 7.58
,. ,.-fe:. .-- a...._.: -„ a, .' i9.. ,: ,: F > _.-, r. n.i - - 'R11 �` i ,: e' __._ .:r ..- , I. , -a _-c-, o .----.- u- v]NV 7.48 r^: ..." r��• z. _t !%.1. '.:,:u. 's.
a 3
3-
.. .._�.�_ ,a».nm,........�.
:, , - .,.� - , �. -, ..,- +--...__ ._-__ ,-. .,_ _._- x ,_ __. ,. - :' ' --�'I rt ,,......,.e. .•fie.• ,.:�: .„�.«-_.. _ , '_^-'�v^^Ty.�' ?�-' ,.-a..:..- _-.-, . +,_ _ - �'\.
.: _ ,c y h.� .. ,. 4 eL -«,., ��/�I�/� _eu. __ _ i ,s S Lx.. ,. , ', :k.M1 . `i R.Ir-. \'x tr1 {
a. r .v,. i ,_: sn I.YVVT _ \ "'-)a._w- _ ...s-. { ✓� " >. ... "4b' _ ,°.�. _ lI' (. _
n �_ ..-'. , ,., fir ry 5 ,, _f, .+ ___ ___ .'„-,. �.. -.-i -- "(� _.__�._. Y :{ 6-Y-'l-.. t g_ f r , i a -. - , a-.. _<.e.�'X ._._-.-_._-._. .. _.n- i -` -1. „ ,1 I' 1.: ttv-1 . �,
„<; . , -. .., .. , AND /,���p �:... �.,.: N - ., _ . , ._ , _ .. `-=_. .. - `��. \ \,. ..- \ ; - ,,.P., 88
s, ,.._ , s , t Fi, :, V4/.)Y4_. _- SFIA7•LOME, , .r), r.. C Yk y `..a .. ,. :i \. 1 , S 4
„1 a;$ ) . ,t7,O; r ,. .. ? , :.: . S. ? ,.. s „ x . . 'sS'. S I. �. H
X ,,
3 s \
p�pp t ..
�3 L ' n ..� >. r-:.,..- ,: L`J ,- _ r „ a iO 4. w., t :� .._ a, ,: ;;,1 �' ` \ e r t w- .`TC 7.48 TYP. - �, ���
F,
IN
r _ Lam,
i'Ii'l # �.. •-,.r,. t._. `" '" < RIM $ , �� t 1 _ y1 ._ P 8.20 1 8.40 `P :&9S I..
TCt 8.i19'(MGi. .. £ +,•-_' MI rF' ,.?.- I ,, ,t .;,,\ \ "f.,. _ } I f
-.."INV 7.3`3 e -
/i
i
1,
TC 9.3 �. ._s' a' of , t., ,'! " i , ", +- 'r. i `a"' e I`, ,7 r--' I
�,i .i,
,
\' 1
_ 5Ep DE FAIL - ; S[tIItY- ,. ,`�
�' / P B.So _ x %.
u „ - ,; - - -
"'� '-_ _ ,,.. A,.r __.._.._ _..;, - A. - .._. _.-,. _- -'- _.__ , -;,. -_ FAR F1Y.� � - �0i2 ti .t" V �,.
n ,
r A? FF9:66"
- 'i �-,:' :. ° , .. 1 t ti s, t i , �.. , ONNE. ,: ;:. 7 �"-•. . * +-. " ' .-.,, ,. - " d �.�' Fr`--. \i ,•.�'#�,' .r;, 4 . ' 3• dt, �ll,, .g= d r
SWMF 81 __ ..�._.. t ,I 1 -..,,.IT. , .,. : , 1__ L a�Y<__.-,aVv- z (, r. I", "ti;' - t +<
1 ➢- - - „xs. € t [ a -. r. t -.o . ;+.. ,:: 'T .'71 e ' i i_.`}+'-..A Y, i t
7C 7 S , . -.. i , , , ( - I ; =TCtt`0.. i P 9 ( t- i .``- .'.,'.,` -, ,�" '--'' 90 ..:P .3' t
TOP OF BANK 7.0' I I` , - I - a 4 f, I i ! £ t ..I �! 4 , - ,., .. ,`�`' , \ )t1 -{ • RQPOBED I`
7'C 6.90 I J ..» '- 4 - r { f i s . TO 9,88 s s„ :u; , `,,"'. \ „ , ;; �! 3' \ ,}_L...�.. I'' - - i �`=.:i+ C+ �� E • ' :1 i a I
PERM. POOL ELEV. 5.0 ?1 • I s, : , _..w- , , - _ , .. '� , t 9 t E
s' ,' �-, TC 7.00 0 ,_ , 1 ",r~' , - '•' t:. , w. a'" p i ,;.. - -,- _
BOTTOM OF POND 1.0 1 .... _ TC r 8:05 - -.._ a<<" , .: E ,� .. ''.,7 { , F-,,'',. , 1„ . �- v.' .. "--- - 'IZL% G
' ' - 11,CE, 125 ! ` `, a `- , \, ,aaC' ` - ? �'' ......... ___ ; i 1
SEE DETAIL SHEET FOR '1 : f r ;` � •, .` '' - -.., _ ✓ /' �s r' \ ' " - FINDH1FL ELEV } p I
.,,. .�.:;; ' k P 9.75,, TC .55 _. «, 7 � *1 `z-�^,- , _ . 4 : .r : . 1 4
SECTION y - -
A: ;' TC 7.43 TIC 7.B`3 , ., . l-�' .; :-: t c '', ,>^ ,ry -, a.'.I { { 'z ._ '� .F,:� e ..,r _ i I o
- 4.,_t r : ,a n r. , __.:. -,„. ,-.W_ L- ' %j i.-� - +ri•,'l. r.. __. 9.00.'i t },y mf',
r<^,i""n;tw. .'s`.Y...r*,,.. - '°�', <'.:.. , F n. 1, � :(:' s'. \,`++ 11 a ''9gg ._.
,).,.. ,,.'=` ., ,,:,.,,: <-=a„ ... ,. a'<'/- ,.^« ,,._ F' ., , t. t_'fe - ice'-t a
. , ; , t ;t ., y-...,ri �r•, 'f .:. -,.., i,, r, .._ ..-- _.. ,s' _ , r__ '1 c, I ;u _ _.-1 a l �,15 P & I .,
,.
-. $
11 L
1 ( k A. aY; 71: &30 .. i. ,. "_"- r` ! M -•s s' ` _, P 8. ' t 3 ; Al, r�
- --_ _, _, _ _ - ir, f' '
- -
,I ' t ; I , ., i ^'. : ro, e'grvalAvi! a 'I C.` r. '++� i 1 1 DVV
, - ,..,_ , I __ . , -. e._
a Pt $ 45 2.9 - P 8
_> , -;,' ,.`t' ' .'FINISH FLOORy i ,z ,< \;€.,-;
,,„ f ;' -', "s, ,.. _may=-4'• a"..�i, y,
r I tO _, _ i _- 1__-_,- s. __ - ♦ y '�+ Y 1- (.r f xi+ w^
t \_ _.. ,_-, r:-_- '. _.,,,..% "I,rm 1$71NG ',t..id. ,,' I- r pN!i' LLCI11.W1' 9.. �� / aI
,"t
Y
,
41).,,. ; #' NCDOT REV. , { , -I , . , .: (_ v , ,r._.___.__ r ,JA , ,
CURB . ( -(,' , _. r __.. , ,. -:""_ _.. _,.,t_,, .z_ -__ "`� ._'.___. ,#," .r-4�> .'3i_ i --i-yr IP'-8. S �:'/ 270'-30' RCP 0.30.T:
s: V' � 4• ..{ ___ r 1 - €. ,i,' ''�'` _ + - t -t- ,a.'P 8.3 6:n :, i ,� � �L � - - �.r _
t4 _ _ _ _
,i., GUITER IYP. L^, 2..:. i. F.., ._,_ -.__ _�... _�, _i_.- £ 4 ,.,, .a. " ,� ,\`.. - t,:",nu;rr V ?_ `.-P` & ;"�I __. ._. e
p,
��° '� P 7.00, �' ;';cE,i I TC 8.80 j, t { �, � :.1•, ,. l.,i .. ,. ,:.: - r��t � ..._._ -�. ....._ --- -_--.._..
_ ' - T�l2 'k 780 �. .-._._ _.. ___-...._.__ -43- ._ :, -12" STORM FOR;
r i It
r AI,,
+ c' � t e 1 : € �,r.�'-^ .�•, nyF yam"".-� ,g�-� S �<_ :. .r,� t s � `-
P ; r ;k 7.2 FC 7.35 I I : .,.;.. _...,.'..>..:..,£ A,=..,,,.,,z' -, _ *m,1 F �+ \�
3r `w. '' 7.7 / { .:;, ^P 11.66 /," SIRI1 i''CI1RB Lt. +�.+ "'r
I
- -
, kv-.. q _
yi
h 7.15 p" B. ,- a€, u .�'„ 5 "<,." z i-_,/ _.,a t.. ,..�.-,, :'..3. EIOSjS; IPEk'.. pw-__"
70-18 PVk'O 0.1 - 'Y .":, se_, ),. „1 ,m..A. .. ,. - •, :� _-.`.:.1-m`-_- �� •��' ' : \� 'w....-._,_;�- _ s , I S : ; P+,638.,, F �.„..,..�.. :..,.,...'y1x._a�..� ,,..,�, ,.,�.. 1A�€TCH
9a t TC 7.78 ,s a _.... _ tiff , F'ill't _ ;y. �, INV t9» , F f;t .
IB" PVC .__-_ ._ . n ( r
Q A� f= I INV 3.90 '.s6.95 `>i TC t $., $ f.:a ., ,TC 8.40 - I t t,,` , �
E+ ___._. __..... ,j.. _.._ _.r__ _._ _
lit I NCDOT REV. ,. , � „a.. r, ' + t :,-.. TO 11. 0 #'_-_. _ - s .4 to I
g , �i ; i : t { ,p ,a. f. ;"TO "12.40 ,r E .151.3 +.. y -it i
_ aI „ n a ,TIC 7. • _..� i.._._. _ .F- ---. -' ...__ ._ 1.
I :a` A 1I '+, ASE LINE
. ni ''. hP. • .Ibs t $.45"_`" __ __._ o -- --- - `I ` :,"y'; a at3. I`. `",' s +'• (TYp.)
SWMF ,> Na �,"' £.. 7.38 „'. S "'-, _ s .TC-I" 220 '' .r {
TOP OF BANK 7.a n1 lw r ,, ,. ,?'; , £ i MG , .. __ -;a , �' , -';� � -' - / , -
V 12 PIPE - t,, ai3 .` y j'---' "`" .431 -, 12. ,° ',
PERM. POOL ELEV. 5.0' ... ,.. , : • ,.,__.. _" - _ ,.'T,&`t1
�LL
I
Y _.
a? t I INV�4.78 ' ' I' r . 1 ./-7;,, 5wa<n;........s T.:.,:.. :r'- _^ - :. r..i..:7"F .-••..fix--• a
BOTTOM OF POND 1.0 . _
k , fi` , rr'z"i. t.3' p ,,. } , ; �> t 1.75r,\^ k . !`�+ ,f (MG) i
n x . tl, Via,
SEE DETAIL SHEET FOR F A, ,-I TO 7.4 ( , t i; _ , ...8, _ -.- "• k�P :-� - ' T, r h r TC) 6 1`� _, ,,
SECTION 7,81 t i TC B.03 " r TIC 4 .5 '-..T`C I.,. :. i
TIC Bi93s y )'.� - II f l
s'"✓` ML w 9aiT"10 ' :'r { j 78,.tf 7.97 _ +f
n�Yq R19FR DLV-&oo P .80 ,. `; _ >' �, -
s.a 7(11WCE REwi00 �70'-12" HOPE P & 11 '\ 31 ' , `1. 2. 3 l : 4. uEle
0 1.401G TC 7. 2 I t , a R. 'R R R!@ / r -?",s--
d r _ t s s `{., ... ,, .,1,;.1: F �' +i t M,
F,. o f I ♦.I i.'^ E i i I
.1 v' f'y x.i �'i
1
/ P
f'
{
w
","'^ ST8 MH .' �_.. ..._,.... r--=•".�.®., :.,,:..,.aw..�, w•..,w -... 4t `,- \+..
;, t � , -r =` PoM 5.95 - 7.97(MG} ;-_. '„ ^` a q - ":,-
- Lc `oo; INV.: 7 _- <. 1'`I"ryQk 7.0 F=.;, -..e,: i "':; r cr c ,r'• -,.
9
+9.t„ , r .., ., a-,< • .i:.P3 7.64^,(Il1G). .s :.::, ; „ ,,. „ „,, 11€ ,,-.,
T
N.. -. , ,,. `C -. ...- ..- ,,- ,
,Y , a ., l-, -. _._-.' b, v., , S s.,, :e.% .'n x.- J' a e c' y=ill: �,.: �/11 ,,
iI va,-".'- -..� -,=a .- 1337[ '�,,:y.f a..11 _..--_,,:a,.>,t z .. ,, ,.. 'a.._._ `^,r _=y:. -,.._d '- ,c j11 �.,d __ �._.,._ -,r, ,.,�,-�"'`.,.
0 .1''• 1% 5I9 06NNEGT70 "__'___..' __;�__- __-...... - :. _ `-„.-__....nr [."r ''y . ,v' ....
t w
I DOST. &6; INLET .. -1, ' ` /f
"IfP t5n Mu
:I- t PoM 5.32 ;-: -' TO 8 05 _ , . 18.28 MG , ✓ ` ,-
I'. INV£ N 3g3__ _. _ _..._-_..-. _„ __><-,.-r_, _ _. ._.___-_. __' _ _ _ ._ r ,, � ,`�
,� r .'..{' -
( __.. _
..,;;..-,.>_• „:: p. _.._, .�a�',OUT) 3.'U9 �, .o 7�, If ',- -.
a _N'*'-w>i.. _i ."trn `..:.:_ ^e;,•.ry n. ,p rs. ,_ W 5.--�.-,-._., d., v:F. _ _yam.
a` m ti�
Y
,b 1 t" =g n r. -,:a.. k,-- „, mm�,Rx_ \ .,e. 'r 3 '.. *, -. <3- 'Iwr v=-:: d :. l'n;-a. +
I
r n. -
y'C .,, ...,..a.,11 ..
€�'<` I. I'<. TCt $.1S G w .t I -,i;-- ,`.=`^'�`.mw.. a ,, �'..
^ " , , I a, ! t .82 (MG) ; ` iI sI I PROPOSED 3RD FLOOR
tt IF N.: __ +; BUILDING ADDITION
a# ',I ,t N P,-7.40 P t7.78r t `='; �",'�"". ``^, .. t I ,L "" , :7C 7.B2 M i ., L t t , a`„r.. 1-! ,ry
^,i,. ,. P 7.60 ,:;jg ,,
r - P i.4 MG v, t ,` Ci
Y,w I ,\
O DROP P 7. i TCjk B.iS { y :vl $ I
f
,, , NLE7 - Pii7 MG I .' , I I e , x- , _ - _ § _
? -1 PoM zoo - a,- _ -- �_ , Il t p f
INV 5.}42 <, n." •,,.z. - '"-...,, I t if # }i
, :r
I
t< :" r`"' Pt7.50 MG r r , -8.?e 'a Y a� t ' ] I „ +r "m" I ,".,:a ,.:
'$ r I RI - .85 M i i %, 1 dr.
72
z,
CONNECT TO O 0 30R � �, •" TC 7 ( % Ye, i N -
DUST O _ *,37 725 ;._ yam_ ( I ,I i t '�'., J R - _
X
R om&'-- -- 11 7Ct 7.80 ,". pT 04 `'i/ f _ ' s t t , A,\ <
G� 37 48 M _ - ,:
-._.. �,. _, z ��'
! .-- • ; -spy, ." CONNEO .� `*I� ".,, ._,__._ _____._ '- , _. _` ,.. ,,-.I \ws F
n
a. ,.
..r ^ c' .. �..._. _._ _.
-, _.,.._, _ _ _,_.,_ w . _ . __ -. _ _ _
s + x SOT 49 i v , `� TC3 . 7 �^
I e,>.� \ :; .,' '33: �, -,. RCP P,=7.00 ) - l T.
<„ r`-, , 5" sl .F , , ..,` ° s.' ' 1.)H SHALIAW ': , . .84 G I , ,y UNIT OF PROPOSED WORK
nM, _ ,,,.,
O INLET
rt
- QROP
- - -
t. `.,l F. , r t _- .«..,wm« ,- Y,.,.�._--wG+m=.i::. m«r..w..+"rvn ,%.m ..a»w�ii+'+ee+p,ya ,
2 i
-v F
N > }
it P
4-
F
,
t I
t- 9 r/ s �_._-
/ w v,it
'If
, .3.:�` , ._,,..'J1,I%w f [. -�. ,i -. ' 'r` -, '.1 -i y n s � 3`M' R, r k,R� / ....r-_.
9 0
� L
„ __
4, fI r " ,
.. ' _ _ __
y
,.. ;, f �. . J 1 +I € li
!, h .: _ dN
_
I
t. '` I --------`
'4tr ,fix , s 1 "% r r '..S'' } } �' AIDENKZE iA t i s } �w eI ,a.,.-..,,-.-... -" - _-
,-^. ,..y,r' 1' + `, *'i =� I k EYE CARE ',' 1 '' i ,- t�W , _ ,-'i
I
l $
� � . .1 j k S { ' __-,1
r e: _ ,. _ -- -" i,� -
11-
_„� T' i
, 15
d
s,a
-
�-- -tk,
.it
1 I
by M ��'
niW i"
i .�,
..4...--
_, "
f
F
~.fir
{ 1
�,(
/.tyaz- t,
i _
4
._n
' .
r w 1
i I , _ , ,
r ' 4 , i i ( s ,1 - , - , i
1 � , ,_ j '
1 %,
t I
I / i , � I I � ,-� I - - - - I - � -,-- � � I - - - V
p8
� -__" _ ,I y 1 i ........,{ MEDICAL s -. ,- i
1.
i1--i
t_ , jf
j _
, L' --
COASTAL VOMEN'S I 3( - -:
CLINIC � , , _. - -
{ v
3 {ice }c
' @r_
jg
.. ,.._ §.y -_
'J
4'..
, ' u
7 1
} 1 - '
,f, I ��- ---
, i #.
EAST CAROLINA I )1
CARDIOVASCULAR ,
>. " {
,vax;
I 1 1Ii___
9
�4 _ W.'A•" uce m.
W ..h ',: k, fw i,
MM^ }C 34a _ ._�. ..-..
1J.0/... ., -
.. _ _-w ,...
,,->+•' =E8.15 "'
IBM 5.75t(MA1CH
x \� ,<. - - 7.
t 7,13'
a
;, ( Y'
GRADE)
, F
' ,' m ."".' G
"'r
�"' ,� -.:.«
f^ I °.,"`• .s
MV(OUTxNW 3O")•205
-0 .;.
ac?'„:r......,.., .�. "4.,
i ..
INVONXSW 30-)-2.05
r ,:
_.,
, H ,
I: R
s
- t �F4
I
I
�
;-'1 I
.a
�...,.___- h� €�,
96 31
Y
_._lft a
,
___ _ , __ _--
g
;I;
_ ._
I ,
,
------- ' V
,:
_ __ ... "
_,
I
{I d
.:
tl
:,
., I
j
I `_
'
t
_- - I`I-------'
II
�f
a
-::.». .,..ems- 5... --_.
'.;l
' I
_
I ,-.
I i
;
I
„ _ -- - - -
' ._
I;.
�' :z_`
_ __-_._ __-._ ____-_
I _ �;
s
l
J
,,
__ _-
{ ,
�__-
,
_.,__ �.._._ _„_..
--r '..
_ __�� --
E rr
- =�
" '
I
r
--____
- �t
i ;
._ _.___;- ----- --
H
(
GRADING LEGEND EXISTING STORM
-10- DRAINAGE
PROPOSED CONTOUR STRUCTURES
------ 40 ..___-- EXISTING CONTOUR CB HOOD = 6.92
NE 15" INV = 3.26
104
SE 18" INV - 2.99
P+7 620 -
- CB HOOD 12.03
SW 18' INV = 3.00 B50
DI TOP - 10.38
O
P37.65 PROPOSED SPOT ELEVATION BorroM INV. = z9a NE 4" INV _ 9.70
NW 18" INV = 3.10 � 12$2 NE 12" MP = 8.80
SILT FENCE INLET PROTECTION DI TOP = 6.63 O SW 12" INV = 8.80
- SF CATCH BASIN 159 SE INV = 5.36 CB H00D = 11.42 NW 12" INV = 8.15
W INV = 5.33 ti4 NE 12" INV = &83
- - IS SW 12" INV = 8.79
70 RCP STORM DRAINAGE O 12" RCP 18DI TOP = 6.11
MG MATCH GRADE 180 NE INV - 5.2 O DI 5" s.32
IN DI TO INV = 2 SW V 5.24 12'W/ RCP
TIC 1720 NE HEADWALLS
TOP OF CURB ELEVATION NE INV = 5.85
12" GNP SW INV = 5.76
P PAVEMENT ELEVATION 1gQ NE INV = 5.87 O DI TOP = 6.06
SW INV = 5.74 SW 15" INV = 4.20 12' RCP
177D NE INV = 6.02
INLET PROTECTION SW INV = 6.10
DI TOP = 5.35 1122 CB HOOD = 11.55
1$2 SW 15" INV = 3.50 BOTTOM INV = 9.30 DI TOP = 7.57
NE 12" INV = 4.97
209D SE 30" INV = 4.62
CB HOOD = 7.00 1172 CB HOOD = 10.96 SW 12" INV = 5.17
NE 15" INV = 3.69 SW INV. = 8.46 NW 30` INV = 4.52
2$O SE 18' INV = 3.83
GUTTER LEGEND SW 1NW 18" INV 8" INV = 3.88
12D§ CB H00D = 12.93 2124 NE INVP 4.99
SE 12" IN - 10.21 SW WV - 5.01
CB HOOD = 6.95 CB HOOD = 12.95 DI TOP = 6.90
i ._. a� NCDOT REVERSE CURB AND igg E 15" INV = 3.44 1218 SE 12" INV = 9.59 2159 NE 36" INV = 3.30
GUTTER SE 18" INV = 3.39 NW 12' INV = 9.73 SE 30" INV = 3.77
NW 18" INV = 3.50
CB HOOD = 12.23 O MH TOP = 12.64
DI TOP = 6.95 12$$ NE 4" INV = 10.26 1925 BOTTOM INV = 5.21
S2
NCDOT STD CURB AND GUTTER 0 NW INV = 5.58 NE 12" MP = 9.39
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
I inch = 50 ft.
0 0
0
ILL
PLANNING O ARCHITECTURE • ENGINEERING
ARCHITECTURAL DESIGN TEAM
P.I.C. K. BLANKENSHIP
P.MGR. R. BRUMFIELD
PARCH. J. PATE
DESIGN R. BOOZER
DRAWN D. WATSON
ODELL ASSOCIATES INC. RICHMOND, VA
2000 Copyright
CE"
801 AiG 300
O"Iewalk Mp1Ia 23390
Ti Na CNN 848-7300
1 "ti` I h 77
SEAL
025M
� I6.'7-3z-
CIVIL DESIGN TEAM
DESIGNED: C.OSTER
DRAWN: J. MISTER
CHECKED: A GIACOIA
KIMLEY-HORN AND ASSOCIATES CHESAPEAKE, VA
2000 Copyright
REVISIONS
NO. BY DATE DESCRIPTION
1 CMO 7/262/02 PER TRC COMMENTS 6/25/02 do
ODELL ADDENDUM FOR BID PACK/
ALBEMARLE
HOSPITAL
ELIZABETH CITY,
NORTH CAROLINA
W+11MIIl.,', T
SHEET TITLE
GRADING DRAINAGE
AND EROSION
CONTROL PLAN
KIMLEY-HORN PROJECT NUMBER
016 081 018
DATE
JUNE 7, 2002
SHEET NUMBER
6

�n•vn n•• ocnnnco
0 1 ILL
PLANNING *ARCHITECTURE *ENGINEERING
ARCHITECTURAL DESIGN TEAM
P.I.C.
K.
BLANKENSHIP
P.MGR.
R.
BRUMFIELD
P.ARCH.
J.
PATE
DESIGN
R.
BOOZER
DRAWN
D.
WATSON
ODELL ASSOCIATES INC. RICHMOND, VA
2000 Copyright
ate❑ I(Imley-Horn
and Assoaates, Inc.
em trMp.na.io. rmkwx � aoo
aeo.o." "b zssxo
TN. No. (787) -50-7=
SEAL
Ozw
CIVIL DESIGN TEAM
l L 1� 01@1l9;i
DRAWN: J. MISTER
CHECKED: A. GIACOIA
KIMLEY—HORN AND ASSOCIATES CHESAPEAKE, VA
2000 Copyright O
REVISIONS
NO. BY DATE DESCRIPTION
1 CMO 7/26/02 PER TRC COMMENTS 6/25/02 do
ODELL ADDENDUM FOR BID PACKAGE
2 CMO 8/9/02 ADDENDUM #1; CENTRAL ENERGY
PLANT WL SIZE FROM 3/4" TO 1 1/4"
ALBEMARLE
HOSPITAL
ELIZABETH CITY,
NORTH CAROLINA
KEY PLAN
SHEET TITLE
KIMLEY—HORN PROJECT NUMBER
016 081 018
DATE
JUNE 7, 2002
SHEET NUMBER

Ary/
(40
/
VARIES
18' SQUARE 000 1, 1'
CONCRETE 000000
ENCASEMENT 0
dO❑
0 0 ❑ 1B' 7' SI EWALK UP SEE SITE PLAN UP
0 FACE OF BLDG 1:12 FOR DIMENSION 1:12 r TOP OF BANK 7.0'
❑ TO BC
/ 1
/ \ PERMANENT POOL ELEV 5'
a�.OF CURB TO MATCH 24" CURB &GUTTER/a.' 1:12 SLOPE OF RAMP
/ \_ �\ BOTTOM OF POND ELEV 1'
HANDICAP RAMP IN SIDEWALK \/
11' NOT T r /� /\
PROVIDE CAST IRON/DUCTILE IRON SCALE
RUBBER SECTION A A THRU SWMF #1
GASKET 10-3/4'ZCLEANOUT COVER
ASPHALT DR CONCRETE NT$
AS DETERMINED BY TRAFFIC 3000 PSI CONCRETE
SURFACE FINISHED GRADE
�I x
2.' 4
d 8" DIA.
SAND CUSHION ' CAP 2 COATS OF BLUE V-4"
° 9-1/4' - TRAFFIC PAINT
4' CLEANOUT <SEE 0D
DETAIL THIS SHEET) =I -a - _ II_I�I
4 °.- 8
PIPE SEAL GASKET+f=1
3000 PSI CONCRETE ' a 14"R
aV-10"
-� i (—I i ( ° °. 1—I I !—I 4" WIDE .
6' PVC PAINTED
ENCASEMENT 6' MIN. LINES
PIPE
4' PVC PIPE SECTION B-B THRU SWMF #2
CLEANOUT COVER ASSEMBLY TRAFFIC AREA HANDICAP SYMBOL NTS
NOT TO SCALE N T TO SCALE
TR 7 nn
NEW CONC. TO BE 3000 PSI SAW CUT & REMOVE
EXISTING PAVEMENT.
1" DIA. SMOOTH BAR
BORE 1 1/8" DIA,1'-O"
wl"
EXIST. CONK. ON CENTER ALONG CUF
K
C
_
K r
EXPANSION JOINT MATERIAL AND
6" COMPACTED
y
.'
MASTIC SEALANT, AS REQUIRED
NO. 67 STONE
­!7'.
BY THE N.C.D.O.T. STANDARD SPECS.
>
TYP.
rfp.
UNDISTURBED SOIL
BACKFlLL, TAMPED
IN 6" LAYERS.
NOTES:
1. SEE LOCAL STANDARDS
FOR TRENCHES AND PIPE BEDDING
FOR ADDITIONAL DETAILS.
2. PAVEMENT CUTS OVER 5'-0" SHALL BE
REINFORCED TO LOCAL STANDARDS.
CONCRETE PAVEMENT
PATCH
NEW ASPHALT
i'-0"
TYPE 1-2
�
1'-0° FEATHER TYP.
_.
/\
ABC
EXIST. SUB -BASE
T ...............
r: /.
UNDISTURBED SOIL
7.
BACKFILL, TAMPED
IN 6" LAYERS
NOTES:
1. PRIOR TO ASPHALT LAYING, PRIME COAT
' PIPE
-:
APPLICATION SHALL CONFORM TO
..
�-�
-
STATE AND LOCAL STANDARDS
2. SEE LOCAL STANDARDS
FOR TRENCHES AND PIPE BEDDING
FOR ADDITIONAL DETAILS.
3. ASPHALT AND STONE DEPTHS SHALL
BE EQUAL TO EXISTING PAVEMENT
STRUCTURE
ASPHALT PAVEMENT
PATCH
STANDARD
PAVEMENT
PATCH DETAILS
NOT TO SCALE
STANDARD GASKET JOINT Z-1450-8
DURA-COATED CAST IRON BODY, BRONZE PLUG
MATERIAL AVAILABLE
ZG-GALVANIZED
ZAB-ALL BRONZE
I INVERTED NUT
s
1/2" ON CENTER'S
4" CLEANOUT PLUG
NOT TO SCALE
EXTEND TO
GRADE
PLUG
CONTRACTOR SHALL PLACE
A W08"0" CONCRETE PAD
AROUND CLEANOUT AT FINISHED
GRADE IN ALL NON -PAVED LOCATIONS
CLEANOUT ADAPTER
LONG TURN TEE WYE
SERVICE PIPE AS
F SPECIFIED
MIN, GRADIENT 1/8" PER FT.
SERVICE LINE CLEANOUT (NON -PAVED)
NOT TO SCALE
1" 1-2 SURFACE COURSE (MAX. DIA. 3/4")
I 2" BITUMINOUS CONCRE
ITE BINDER (MAX. DIA. 1 "))
TYPE H BINDER
�— BITUMINOUS TACK COAT
6" COMPACTED MARL BASE
TO A MINIMUM 100% STANDARD PROCTOR.
2 12" OF SUBGRADE TO BE COMPACTED
1% OF MAX. DENSITY AS PRESCRIBED BY
IARD PROCTOR.
ASPHALT PAVEMENTS
1-2 SURFACE COURSE PER NCDOT SPECIFICATIONS
TYPE H BINDER COURSE PER NCDOT SPECIFICATIONS
LIGHT DUTY PAVEMENT SECTION
NOT TO SCALE
AREA—,.
t6' WIDE HOLLAND LANDSCAPED
PAVER WALKWAY. AREA
PATTERN, COLOR
AND WIDTH TO
MATCH EXISTING.. 'PLAN VIEW
t6" CONCRETE
EDGE BAND.
COLOR & WIDTH
TO MATCH
EXIST. WALK
CURB
2'_0'
V-4 1/2' 4,5' 1/2' R
1 1/4' R
0
I
zo
4'
'd:4ERE GRADES FALL AWAY FROM CURB,
CURB SHALL SLOPE AWAY AS SHOWN
STA TYPE "A' (SD SECTION
1" 1-2 SURFACE COURSE (MAX. DIA. 3/4")
r3" BITUMINOUS CONCRETE BINDER (MAX. DIA. 1")
I TYPE H BINDER
LY— BITUMINOUS TACK COAT
8" COMPACTED MARL BASE
TO A MINIMUM 100% STANDARD PROCTOR.
UPPER 12" OF SUBGRADE TO BE COMPACTED
TO 98% OF MAX. DENSITY AS PRESCRIBED BY
STANDARD PROCTOR.
ASPHALT PAVEMENTS
1-2 SURFACE COURSE PER NCDOT SPECIFICATIONS
TYPE H BINDER COURSE PER NCDOT SPECIFICATIONS
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
CONCRETE EDGE BAND.
COLOR AND WIDTH TO
MATCH EXIST.
METAL EDGE RESTRAINT
HOLLAND PAVER, COLOR
SIZE AND PATTERN TO
MATCH EXIST. —�
SECTION
PAVER DETAIL
NOT TO SCALE
6" CURB
PLANTED ISLAND
4" MIN. SAND
6" MARL BASE
1
DRY STORAGE
WET STORAGE
24" CONCRETE CURB & GUTTER
ANTI -VORTEX DEVICE/ TRASH RACK
DENT POOL 70'-12" HDPE 0 1.49-
1 ELEV. = 5.00 INV=4.78
2 ELEV. = 4.78
DEWATERING DEVICE
PER RISER (1) 1"
SWMF#1 ELEV. = 5.00
SWMF/2 ELEV. = 4.78
24' RISER
30'
STEEL PLATE
SECTION A -A
OUTLET CONTROL STRUCTURE
N TS
CURB STOP
CURB STOP
CURB STOP
2 COATS WHITE
TRAFFIC PAINT
(TYP.)
VAN HANDICAPPED
PARKING ^SPACE
TYP. HANDICAPPED
PARKING SPACE
12' MIN. COMPACTED
SUBGRADE TO BE
COMPACTED TO 98% OF
MAX. DENSITY AS
PRESCRIBED STANDARD
PROCTOR.
NOTE: SEE SITE DEVELOPMENT PLAN
FOR PARKING DIMENSIONS & LAYOUT CURB STOPS 2.5' OFF OF BACK OF CURB TYP.
DIMENSIONS SHOWN ARE MINIMUMS
HANDICAPPED PAVEMENT STRIPING DETAIL
NOT TO SCALE
PLANNING
ARCHITECTURE • ENGINEERING
ARCHITECTURAL DESIGN TEAM
P.I.C.
K°
BLANKENSHIP
P.MGR.
R.
BRUMFIELD
PARCH.
J.
PATE
DESIGN
R.
BOOZER
DRAWN
D.
WATSON
ODELL ASSOCIATES INC. RICHMOND, VA
2000 Copyright
Elm= n a"Mowndft Inc.
am valsoyl, art. ao•
a mild" vko ax�sc
TOL Nw (764 W-7800
`TEAM
CIVIL DESIGN
DESIGNED:
C.OSTER
DRAWN:
J. MISTER
CHECKED:
A. GIACOIA
KIMLEY—HORN
AND ASSOCIATES CHESAPEAKE, VA
20M Copyright
REVISIONS
NO. BY
DATE DESCIZJPT10N
1 CMO 7/26/02 PER TRC COMMENTS 6/25/02 &
ODELL ADDENDUM FOR BID PACKAI
ALBEMARLE
HOSPITAL
ELIZABETH CITY,
NORTH CAROLINA
KEY PLAN
SHEET
�
DETAILS
KIMLEY—HORN PROJECT NUMBER
016 061 016
DATE
JUNE 7, 2002
SHEET NUMBER
10

0
0
ILL
'LANNING ARCHITECTURE • ENGINEERING
ARCHITECTURAL DESIGN TEAM
C.
K.
BLANKENSHIP
IGR.
R.
BRUMFIELD
ARCH.
J.
PATE
9GN
R.
BOOZER
4WN
D.
WATSON
.LL ASSOCIATES INC. RICHMOND, VA
2000 Copyright
Vh OZ
_ r hA _;7
4WN: J. MISTER
:CKED: A. GIACOIA
LEY —HORN AND ASSOCIATES CHESAPEAKE, VA
2000 Copyright
_VISIONS
J. BY DATE DESCRIPTION
CMO 7/26/02 PER TRC COMMENTS 6/25/02 &
ODELL ADDENDUM FOR BID PACKA,
LBEMARLE
OSPITAL
:LIZABETH CITY,
IORTH CAROLINA
Y PLAN
IEET TITLE
'LANTING PLAN
ALEY—HORN PROJECT NUMBER
6 081 018
iTE
NE 7, 2002
IEET NUMBER
1