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SQUARE FEET
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PROPOSED WATERLINE
SHEET 1 OF 4
PROJECT # PM1127-018
DESIGN FILE: PM1 127-018/PM1 127-018 CONSTRUCTION.dgn
PARKING REQUIREMENTS
TRACT AREA = 742,912.44 SF
RIVER BASIN = WHITE OAK
RECEIVING STREAM NAME = BOGUE SOUND
STREAM CLASS = SA;HQW
STREAM INDEX # = 20-36-(8.5)
EXISTING & PROPOSED BUA (MAIN CAMPUS)
PRE 1988 IMPERVIOUS = 347,387 SF
2017 TOTAL EXISTING IMPERVIOUS = 435,030 SF
2017 TOTAL EXISTING IMPERVIOUS TREATED = 88,444 SF
2017 EFFECTIVE BUA WITH TREATMENT = 346,586 SF
ADDITIONAL IMPERVIOUS TREATED = 801 SF
EXISTING & PROPOSED BUA (_WESTERN CAMPUS)3
PRE 1988 IMPERVIOUS = 72,475 SF
2017 TOTAL EXISTING IMPERVIOUS = 98,908 SF
2017 TOTAL EXISTING IMPERVIOUS TREATED = 27,197 SF
2017 EFFECTIVE BUA WITH TREATMENT = 71,711 SF
ADDITIONAL IMPERVIOUS TREATED = 764 SF
2017 PROPOSED
PARKING = 3,018 SF
FUTURE MISCELLANEOUS = 1,534 SF
TOTAL IMPERVIOUS = 4,552 SF
MAIN UAMF'U5
PATIENT ROOMS 135 x 1 SPC PER 2 BEDS = 67.5 SPCS
DOCTORS 73 x 1 SPC PER DOCTOR = 73.0 SPCS
FULL TIME STAFF 717.6 x 2 SPC PER 3 EMPLOYEES = 478.7 SPCS
WEST CAMPUS OFFICE BUILDINGS
OFFICE BUILDING 8840 SF / 1 SPC/200 SF = 44.2 SPCS
OFFICE BUILDI G 3664 SF / 1 SPC/200 SF = 18.4 SPCS
FUTURE CATH LAB
FULL TIME STAFF = 5 x 2 SPC PER 3 EMPLOYEES = 3.33 SPCS
DOCTORS = 1 x 1 SPC PER DOCTOR = 1
I TOTAL PARKING SPACES REQUIRED 687 SPCS
NOTE: INCLUDES MAIN CAMPUS, WEST CAMPUS
UKAINAUL AKtA 'I = 0l U,ZVJ 51-
PROPOSED IMPERVIOUS AREA = 85,458 SF
ON -SITE BUILDINGS = 45,690 SF
ON -SITE PARKING = 32,254 SF
ON -SITE SIDEWALKS = 6,460 SF
ON -SITE CONCRETE PAD = 245 SF
ON -SITE FUTURE MISC. = 809 SF
EXISTING BUA = 261,128 SF
TOTAL = 346,586 SF
DRAINAGE AREA 2 = 112,789 SF
PROPOSED IMPERVIOUS AREA = 20,204.5 SF
ON -SITE PARKING = 20,204.5 SF
EXISTING BUA = 50,199 SF
TOTAL = 70,439.5 SF
DRAINAGE AREA 3 = 2,502SF
ON -SITE PARKING = 0 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 21502 SF (625.5 SF)
TOTAL = 625.5 SF
DRAINAGE AREA 4 = 2,016 SF
ON -SITE PARKING = 0 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 2,016 SF (504 SF)
US HWY 70 WEST
PARKING SUMMARY
MAIN UAIVIt`UJ
403 oruo
NEW MAIN CAMPUS LOT
55 SPCS
WEST CAMPUS
65 SPCS
NEW WEST CAMPUS LOT
118 SPCS
EMERGENCY SERVICES
18 SPCS
TOTAL ON CAMPUS PARKING 719 SPCS
ARMORY PARKING LEASED 49 SPCS
TOTAL PARKING SPACES 768 SPCS
DRAINAGE AREA 5 = 6,604 SF
ON -SITE PARKING = 3,596 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 4,348 SF
DRAINAGE AREA 6 = 4,648 SF
ON -SITE PARKING = 1,640 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 2,392 SF
DRAINAGE AREA 7 = 6,700 SF
ON -SITE PARKING = 3,692 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 4,444 SF
DRAINAGE AREA 8 = 5,999 SF
ON -SITE PARKING = 2,991 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 3,743 SF
DRAINAGE AREA 9 = 44,800 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 22,400 SF (5,600 SF)
EXISTING BUA = 22,400 SF
TOTAL = 28,000 SF
DRAINAGE AREA 10 = 60,738 SF (EXISTING INFILTRATION BASIN)
PROPOSED IMPERVIOUS AREA = 4,552 SF
PROPOSED PARKING = 3,018 SF
PROPOSED FUTURE MISC = 1,534 SF
EXISTING BUA = 43,644 SF
TOTAL = 48,196 SF
US HWY 70 WEST
HANDICAP ACCESSIBLE PARKING REQUIREMENTS
UU I F'A I ICN I F'AKKINU
EMERGENCY DEPARTMENT = 44 SPCS
PROPOSED ED = 18 SPCS
PAVILION = 134 SPCS
CATH LAB = 5 SPCS
TOTAL = 201 SPCS
ACCESSIBLE SPACES REQUIRED AT 10% = 20 SPCS
I NON -OUTPATIENT PARKING = 526 SPCS
I ACCESSIBLE SPACES REQUIRED AT 2% = 11 SPCS
I TOTAL REQUIRED SPACES = 31 SPCS (5 SHALL BE VAN ACCESSIBLE) I
TOTAL PROVIDED SPACES = 31 SPCS
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REVISIONS:
No.
BY
DATE
DESCRIPTION
I
GYT
7/3//l7
ADDED PARKING
2
GYT
8121117
2017 "PROPOSED DATA'
3
GYT
6127119
RELOCATED IMP.NORTH OF
P T PHARM AH
4
5
COMPOSITE PLAN
T ET G E, E AL H ITAL
BEAUFORT TOWNSHIP, CARTERET CO.. NORTH CAROLINA
CLIENT: CARTERET GENERAL HOSPITAL DESIGNED:
w��°""'���•�, C/O KYLE MAREK RDC/GYT
�po``" CARp�'�0,,4 ADDRESS: 3500 ARENDELL ST, DRAWN:
►o�';.•FEss/o•��ti MOREHEAD CITY, NC 28557 GYT
�sQ�o �9�•� : CHECKED:
SEAL o PHONE: [phone]
RDC
00 36970
�`•�ti ���.•; �� APPROVED:
,;c ••:::•••��?.�°' THE CICTII.�LI PII�IIER GROUP, P.A. RDC
wzz Y ,p��� ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24
kj __
MOREHEAD CITY, N.C.'28557 6/27/1 7
[phone] LICENSE NO. C-4482 SCALE:
T`tTRNER, P.E. DATE 1 "= 60'

TRACT AREA = 742,912.44 SF
RIVER BASIN = WHITE OAK
AN GUARDIAN AYMUE RECEIVING STREAM NAME = BOGUE SOUND
' STREAM CLASS = SA;HQW
BR ;; W aAt g¢TREEa Ex6t4taglON STREAM INDEX# = 20-3648.5)
jDpES �• '�� 'r'r � � �,. •
Sr• f / `� EXISTING & PROPOSED BUA (MAIN CAMPUS)
im
, ` PRE 1988 IMPERVIOUS = 347,387 SF
$`�%! IMPERVIOUS
= 435 030 SF
. z6 / /, � '�i • - /� 2017 TOTAL EXISTING IMPS ,
�'� r 2017 TOTAL 5� EXISTINGIMPERVIOUS TREATED = 88,444 SF 2017 EFFECTIVE WITH TREATMENT = 346,586 NSF
• TO 4 / �'
' w h 70 % / `� ADDITIONAL IMPERVIOUS TREATED = 801 SF
"ANT HWY TO / EXISTING & PROPOSED 9,NESTERN
BU4CAMPUS)3
To TO M©REHEAD CITY PRE 1988 IMPERVIOUS = 72,
2017 TOTAL EXISTING IMPERVIOUS = 98,908 SF
fr S" STREET 2017 TOTAL EXISTING IMPERVIOUS TREATED = 27,197 SF
2017 EFFECTIVE BUA WITH TREATMENT = 71,711 SF
• BkKS ST,EET
aaAa«S ���` ADDITIONAL IMPERVIOUS TREATED = 764 SF
2017 PROPOSED
PARKING = 3,018 SF
TOTAL IMPERVIOUS = 4 MISCELLANEOUS2 S#534 SF
VICINITY MAP
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EXISTING WATERLINE
---� �---
PROPOSED WATERLINE
SHEET 1 OF 4
PROJECT # P11t11127-r018
DESIGN FILE,
PM1127--018/PM1127-018 CONSTRUCTIONAgn
RARK•INCI Rl=CJI I1R1=M1=NTS
ATIENT ROOMS 135 x 1 SPC PER 2 BEDS = 67.5 SPCS
IOCTORS 73 x 1 SPC PER DOCTOR _ 73.0 SPCS
ULL TIME STAFF 717.6 x 2 SPC PER 3 EMPLOYEES 478.7 SPC%
VEST CAMPUS_ OFFICE BUILDINGS
)FFICE BUILDING 8840 SF l 1 SPC/200 SF = 44.2 SPCS
)FFICE BUILDING 3664 SF / 1 SPC/200 SF = 18.4 SPCS
'UTU RE CATH LAB
'ULL TIME STAFF = 5 x 2 SPC PER 3 EMPLOYEES = 3.33 SPCS
IOCTORS =1 x 1 SPC PER DOCTOR = 1
'^"rA t nA f"5Vlkrn a%nA^C@ MCni 11MCn 120iP 00f"I"G
Pkd0bED IMPERVIOUS AREA = 85,458 SF
ON -SITE BUILDINGS = 45,690 SF
ON -SITE PARKING = 33,308 SF
ON -SITE SIDEWALKS = 6,460 SF
EXISTING BUA = 261,128 SF
TOTAL = 346,586 SF
DRAINAGE AREA 2 = 112 789 SF
PROPOSED IMPERVIOUS AREA = 20,204.5 SF
ON -SITE PARKING = 20,2Q4.5 SF
EXISTING BUA = 50,199 SF
TOTAL = 70,439.5 SF
DRAINAGE AREA 3 = 4502SF
ON -SITE PARKING = 0 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 2,502 SF (625.5 SF)
TOTAL = 625,5 SF
DRAINAGE AREA 4 = 2,016 SF
ON -SITE PARKING = 0 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 2,016 SF (504 SF)
TOTAL = 504 SF
DRAINAGE AREA 5 = 61604 SF
ON -SITE PARKING = 3,596 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 4,348 SF
rrr.��.niwn�..�..nr..rr•w+•+�-'+ww.ir■4w.wrr�.rirrr.r�wwwwir.r�.riwirrr�---"-
DRAINAGE AREA 6 = 4,648 SF
ON -SITE PARKING =11640 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 2,392 SF
DRAINAGE AREA 7 = 6,700 SF
ON -SITE PARKING = 3,692 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 3,008 SF (752 SF)
TOTAL = 044 SF
DRAINAGE AREA 8 = 5,999 SF
ON -SITE PARKING = 2,991 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 31008 SF (752 SF)
TOTAL = 3,743 SF
DRAINAGE AREA 9 = 44,800 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) = 22,400 SF (5,600 SF)
EXISTING BUA = 22,400 SF
TOTAL = 28,000 SF
DRAINAGE AREA 10 = 60 738 SF (EXISTING INFILTRATION BASIN)
PROPOSED IMPERVIOUS AREA = 4,552 SF
PROPOSED PARKING = 3,018 SF
PROPOSED FUTURE MISC =1,534 SF
EXISTING BUA = 43,644 SF
TOTAL = 48,196 SF
...---
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US HWY 70 WEST
1^111 %.fm1vlr%jQ -rvv v1 vv
IEW MAIN CAMPUS LOT 55 SPCS
VEST CAMPUS 65 SPCS
IEW WEST CAMPUS LOT 118 SPCS
WERGENCY SERVICES 18 SPCS
'OTAL ON CAMPUS PARKING 719 SPCS
►RMORY PARKING LEASED 49 SPCS
'OTAL PARKING SPACES 768 SPCS
00 30 0
SCALE:1"= 60'
US HWY 70 WEST
HANnICAP Ar..c`.F.qF;IR1._E PARKING REQUIREMENTS
u I rtk 1 1 mil 1 rtl►mt\llvv
EMERGENCY DEPARTMENT = 44 SPCS
11ROPOSED ED =18 SPCS
DAVILION = 134 SPCS
BATH LAB = 5 SPCS
TOTAL = 201 SPCS
kCCESSIBLE SPACES REQUIRED AT 10% - 20 SPCS
ION -OUTPATIENT PARKING = 526 SPCS
►CCESSIBLE SPACES REQUIRED AT 2% = 11 SPCS
'OTAL REQUIRED SPACES = 31 SPCS (5 SHALL BE VAN ACCESSIBLE
*OTAL PROVIDED SPACES = 31 SPCS
.� i •,• OtNE
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amemSEE SHEETS 2-4
..ECEIVE
I
AUG
BY: 13QQD
REVISIONS:
Na BY DATE DESCRIPTION
I GYT 7131117 ADDED PARKING
2 GYT 8121117 2017 "PROPOSED DATA"
3 �
4
5
COMPOSITE PLAN I
BEAUFORT TOWNSHIPS CARTERET CO., NORTH CAROLINAI
CLIENT: CARTERE'T GENERAL HOSPITAL DESIGNED:
C/O KYLE MAREK RDC/GYT
ADDRESS: 3500 ARENDELL ST: DRAWN:
MOREHEAD CITY. NC 28557 GYT !
PHONE: [phone] CHECKED:
RDC
�
STROUD ENGINEERING, P•A• APPROVED:
107 B COMMERCE STREET RDc
GREENVILLE, NC 27858 DATE
{2 2) 756-9353 LICENS N. C-0647 6/ 2 7/ 1 7
/2,L SCALE:
N Y. TURNER, P.E. 1 "=- 001

I
AC
ACE
BLDG
BUILDING
CB
CATCH BASIN
CF
CUBIC FEET
CL
CENTERLINE
COMMUBOOKTIONS
pBMM
DEED
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DRIV
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ELEVATION
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROAK
EIS
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EDP
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EX
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FFF T
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SF
SQUARE FEET
TYP
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UG
UNDERGROUND
X
SILT FENCE
— ■ ■ ---
EXISTING WATERLINE
----I------
PROPOSED WATERLINE
— - — - — - -
ROAD CENTERLINE
---26----
EXISTING CONTOURS
26
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——
EXISTING UTILITIES
1'` '` '`'
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INV. ELE=23.70' ' / / I I I _ _ +23,61 a
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�rr TOP ELE 27.33 �y.-�� REMOVE EXISTING !� _ I R MOVE EXISTING ! rr°•I.� 1
1 I INV. ELE3.43 `A PIPING �! ! E
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/� It ASPHALT !I --� — PORTION OF EXISTING r ;1`
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SEEDING SCHEDULE 115-77 N87033"25""E BOTTOM OF BASIN
0 EX 24" DIA PERFORATED CMP
SEED BED PREPARATION ELEV. 25.5 EX 24"X 12"DIA TEE @ 5.01 O.C. ELEV. 25.5
L IME ----------------------------- 2 TONS/AC CLASS A RIPRAP Ow EL2
j rl�' 'Ir'
10-10-10 ------------------------- 1,000 LBS/AC APRON LENGTH 4'
In
IF RECENT TILLAGE OPERATIONS HAVE RESULTED BOTTOM OF BASIN APRON WIDTH = 231 kO co
SURFACE ROUGHENING: 0
z EL 22.9 TH I CKNESS = 1
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REOUIRED
EX 24 LF 24" CMP It
IF RAINFALL CAUSES THE SURFACE (.0 0 EX 12" TEES BOTTOM ELEVATION 22.9
EXCEPT TO BREAK UP LARGE CLODS 0%
0 14 � i-i i-
1- 17z
lz_ 7=-1 =1
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY Ei 1 1' 1 11 �
DISKING9 RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER EE,
ro
THAN 3:1 ON THE CONTOUR BEFORE SEEDING. 06
112*35 N85040`34"w 5 0 -56 EL 21.4 SEASONAL HIGH WATER TABLE
TEMPORARY SEEDING MIXTURE .............................................................
(DECEMBER 1 -APRIL 15)
RYE (GRAIN) ---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED11-50 LBS/AC SCALE: NOT TO SCALE SCALE: NOT TO SCALE
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT 13 A
TO EXTEND BEYOND JUNE) INFILTrui-%TION BASIN - SECTION VIEW
(APRIL- 15 -AUGUST 15) INFILTRATION BASIN GEOMETR`1
GERMAN MILLET --------------- 40 LBS/AC
(AUGUST 15- QECEMBER-30-
RYE (GRAIN) ---------------------- 25 LBS/AC
COVER BEYOND JUNE 1510
(IF IT IS NECESSARY TO EXTEND TEMPORARY
OVERSEED WITH 50LB/AC KOBE.)
ES STREET iOOv R/W
BRIDG Ila
M "I
PERMANENT SEEDING MIXTURE EXISTING PAVED
CONSTRUCTION Ln Lo
TALL FESCUE ---------------------- 60 LBS/AC ENTRANCE cr) cv
CD
co
PENSACOLA BAHIAGRASS ------------- 50 LBS/AC - - - - - - N'
--26,00- c000 U01
SERICEA LESPEDEZA ---------------- 30 LBS/AC L4
KOBE LESPEDEZA ------------------- 10 LBS/AC 00
\-4 I- ><
z 0� >
1. FROM SEPTEMBER 1 - MARCH 19 USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC 190-81,
ISTING CONTROL--glixi T
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND 25. 26-07 N 87*33'25" E
f
INCREASE KOBE TO 40 LBS/AC. 4§1
N, 25. 1
4. BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET N, SIGN 0
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 159 ADD
25 LB/AC RYE (GRAIN).
NMI
00 25.9 ......
PERMANENT SEEDING MIXTURE (SWALES DITCHES)
e-4,bU -- - - - - - - - - - - - - - - - - -
-------------- 80 LBS/AC
COMMON BERMUDAGRASS
ORMWATEh\
__05 EL 22.9 ro
rX 12"EIPE oil T-
MULCHING REGRADE-ASLJN�EDED
1 LF 12"RCP
STRAW(WHEAT, OATSv BARLEY9RYE) ----- 1-2 TONS/AC (AFTER SEEDING) �fZ4 6-92 1 \�
INV 23. 0 VERF:C-OW DEV I CE
(STRAW OUALITY SHALL BE DRY, UNCHOPPED & UNWEATHERED) 26. 2p. .80 12.F12"I GRATE 24.75
-------------------- 200 GAL./TON OF MULCH 2 INV :�.,Qj
ASPHALT TACK 26.13 ro I I NV 2-
'''7723.-g- 4 1 3.1
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALTO ZA I
cv
NETTING,OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET \TOP ELE =27.33 11 L 44LF 18'HDPE @1 1
%--, %- j-
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IW4 ELE-23AT_ z,-y I I
:0N, I L - - - - - - - - - - - - - - - - - - - - - -
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE jq!j, I TC2 .201 r
------------ ZZ). 26.# .70 B I --------
BOTTOM OF SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE
75
HIGHEST DEPTH OF FLOW WITHIN GIVEN CHANNEL. ON CHANNEL SIDE C'4 HOOV1�"�_Q
EX CB#2 EX JUTCTION BOX
ASPHALT _16)__
kl� GRATE 9 IN 2 .66
to ------ FIELDIVERIFY
SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED* INV 2311 -------
GRAIE 25. 77 it-k-11 -5
WATERLINE P� -
MAINTENANCE co � -
EX.6" DIP
INV623-1
C6 o?
UATE, REFERTILIZE IN THE SECOND WATERLINE oo;s� EX. w) �o %__1
IF GROWTH IS LESS THAN FULLY ADEO FE25-85 C�! C14 - - - - - - In
(o III
VERIFY N
EIELD - - - - - - -
YEAR WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN EX SDkfiii (15 �_
N
TOP EL=28.42/ EX
CH _A91ST1W&1tRcP S
SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE AND MUL INV EL=2P-1.7/ mwzi�� -now - P, N cv
ASPHALT
21C
DAMAGED AREAS IMMEDIATELYe ��i
z MME
T-
EXISTIPLG
15- RCP §;-ECLRMWA
7
TER BY-PASS L
cy) EX.SDMH,
A'- 1%
C14
I . -_ , N RIM 26.41
'A cli
INV 22.06
I% A. C'4 co to
CNN (o EX. T,
'A
A co FE26. 7
" A
* ", '%, - - I, - FIELD VERIFY
A :A C'4
'A t17-2 .69
26. 7.A I
.72
(6
N
0
(6 26. C3 to
A
N, 50,1
UJ
A
7 7.53\
S
a
27
L
A.: 2 .36 27.5 C3
N
04
N; fill,
I All '_
2--\ EX I
A C ACRE co
BUILDING ASPHALT loll
BLDG --- MR,
C B CATCH BASIN A :W I EX C I
CF CUBIC FEET I I ASPHALT 2� 66
CIL CENTERLINE fill
Comm COMMUNICATIONS 27. 775 law i
DB DEED BOOK r
DI DROP INLET I
DR DRIVE 27.6 el
EL ELEVATION
EIP EXISTING IRON PIPE
Ner
EIR EXISTING IRON ROD
EIS EXISTING IRON STAKE to
EOP EDGE OF PAVEMENT cli
EX EXISTING p
ELEC ELECTRICAL t. j
FE FINISHED ELEVATION
FF FINISHED FLOOR 27.
FT FEET
ggggm t'm
g
FO FIBER OPTIC p g"�,m 27
GV GATE VALVE m
HC HANDICAP
INV INVERT
­-V
JB JUNCTION BOX
LF LINEAR FEET
.04
LIGHT POLE
LP Ew
MAXIMUM
MAX
ft
MIN MINIMUM
N/F NOW 1.0f
OR FORMERLY
26 27+2 1
NOT TO SCALE
NTS 11
OHP OVERHEAD POWER 0%01
_w
OXY OXYGEN .89
PG PAGE
POWER POLE
pp
R RADIUS 10" 14-1-
REINFORCED CONCRETE PIPE
RCP
RIGHT-OF-WAY 19
ROW I
SDMH STORMDRAIN MANHOLE 26.
31p
g
SF SOUARE FEET
TYPICAL
fill 27.2
TYP
UG UNDERGROUND
.0 - - - - - - - - - 47.0 %6
L
/25
ul .65
-X- SILT FENCE
EXISTING WATERLINE
'RAMI e.
PROPOSED WATERLINE SPHALT
26
27.5 _I_jL
0�
- - - - - -- ROAD CENTERLINE
-now
EXISTING CONTOURS
_26- PROP ?6j64
OSED CONTOURS
EXISTING UTILITIES
- - - - - - - - - -.67
BE ORE YOU IG!
N to 1\
C ONE C L
14, 11, 41
6.9
GRASS �49 2 6.17 'WW Z-ft-ET-70"PE
' I /p / . 28
14e 14, 1p A 7 C14 I - ?.
to A 93.7
OAK
EXIS
TING CONCRETE
10
If 9
3j
SED CONCRETE
PROPO
PINE
X/d DEMOLITON
CEDAR
PERVIOUS PAVEMENT
20 10 0 20 40
F -1 11-1 r5i
I M -Ir=,
A5
(OR 1 -800-632-4949)
SHEET 4 OF 4 IT'S THE LAW!
PROJECT # PM1 127-018 SCALE:1"= 204'
DESIGN FILE: PM1 127�01 8/PMI 127-018 CONSTRUICTION.dgn
USF FRAME & GRATE MODELS:
CATCH BASIN 5130-6168
OR APPROVED EQUAL
MIN 6" #57 STONE
PIPE BEDDING
11- 4 1-011 -1
r 3'-O"WE I R -I
A
SEE PLAN FOR --J
PIPE DIAMETERS
CONSTRUCT PER
NCDOT STANDARD 840-02
MIN 6" #57 STONE
SCALE: NOT TO SCALE
D r: to% A QT r
24"MANHOLE
RING & COVER
18**"HDPE @ 1%
----------------
=u
A
3 " -O"WE I R ---------
TOP VIEW
24"MANHOLE L 3 -0 ""WE I R
RING &COVER
L24. 75_
V-0"'WEIR
MIN 6`4' #57
STONE BEDDING
I �11HDPE @ 1 %
EL23-1 0
11 OF
SOLID TOP AND LID NOT
SHOWN TO EMPHASIZE WEIRS
L21.75
MIN 6"' #57 ISOMETRIC VIEW
STONE BEDDING
SECTION A -A
SCALE: NOT TO SCALE
PRECAST JUNCTION BOX (OVERFLOW)
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK
40
18 ROCK DOUGHNUT 18
MIN TEMPORARY I NL T MIN
PROTECTION* TYP
1:� 141 0 NCDOT #5 OR
12 WASH STONE
tLASS B RIP RAP ASS B RIP RAF MIN THICK)
INSTALL REGULAR FLOW SILT SACK
4"MINIMUM
SEDIMENT TRAP AS MANUFACTURED
THICKNESS BY ACF ENVIRONMENTAL (OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN
IN PLACE UNTIL ASPHALT PAVEMENT
IS COMPLETED.
SCALE: NOT'TO SCA.E
ROCK DOUGHNUT TEMPO'7I"` INLET PROTECTION
REV I S I ONS:
W DATE 0-5-RA
W 7/31/9 ADDED PARKING
o 2L
BY: 4
5 0 ' ilm.
GRADING AND STORMATER PLAN
BEAUFORT TOWNSHIP9 CARTERET CO., NORTH CAROLIqA
CLIENT: CARTERET GENERAL HOSPITAL DESIGNED:
C/O KYLE MAREK RDC/GYT
ADDRESS: 3500 ARENDELL STO DRAWN:
MOREHEAD CITY* NC 28557
GYT
0
oo'.
zo 00yessiag, PHONE: [phone] CHECKED:
0 �'## RDC
7%
SF -AL r-wo, APPROVED:
STROUD BNGINBERING, P.A.
36970
SIP 0 RDC
j ft 107 B COMMERCE STREET
oj GR4ENVILLE, NC 27858 DATE:
LN (25?) 756-P3�� LI EN7E NO. C-0647 6/27/17
y -r&
A 17- SCALE:
G Y. TURNER9 P.E. 1 20"

-P!
0:1M
L�MWAP
e�,tifE Y EfcEY6tCiitM ..- -a _
Oki -
1>0
TO
166 `
lee �\
107
tee
172
170 �� � f �',•
173
;rs
X
Ul
ro :`- I TE
lc
44
H *'fit 7
TO MOREHEAD CITY
STORMWATER DATA EXISTING & PROPOSED BUA
DRAINAGE AREA 1 _ 510 293 SF
r I RA + ,648 SF
_ PROPOSED IMPERVIOUSAREA
� 85,458
(��y
AREA AR��'° 742,92.44 SF WESTERN CAMPUS
t.
TOTAL .. .. .rA640 SF
.. .. .
.. ..
...
EXISTING IMPERVIOUS
{MPEOS 72,475
�,dy ��+y p�.�y,
/
RIVER -. �.
ER BASIN WHITE C �. •E., , `. Vi US PAVEMENT 008 SF 7�52 SF
PRE 1988 IMPER'�IOU, 72,475 SF' ON -SITE PARKING �- 33,308 ��*tp,�.• > >
5 ,
_ ON -SITE SIDEWALKS -- 6,460 SF �
RECEIVING STREAM NAME �- BOGUE SOUND IMPERVIOUS TO REMAIN 5t 1 TOTA`;'2,392 S
99 SF EXISTING BUA 261,128 SF
p
DRAINAGE AREA 7 = 6,700 SF
STREAM CLASS SA;HQW IMPERVIOUS TO BE REMOVED TOTAL = 346,586 SF --
BUILDINGS - 7,535 SF ON -SITE PARING = 692 SF c 00 w
STREAM INDEX ## = 20-36-(8.5 ASPHALT = 2,094 SF DRAINAGE AREA 2 = 112,789 SF
EX GRAVEL 5 S
11 857 SF PROPOSED IMPERVIOUS AREA 20 204. F OTHER ON- TE (PERVIOUS PAVEMENT) ~ 3,008 SF (752 SF
,
EXISTING & PROPOSED BUA (MAIN CAMPUS) EX CONCRETE - 790 SF r,, }�4
ON -SITE PARKING = 20 204.5 SF TOTAL = 4,444 SF Z Q W I
'OTAL = 22,276 SF Z X >
MAIN CAMPUS EXISTING BUA = 50,199 SF DRANAGE AREA 8 5,999 SF
TOTAL EXISTING IMPERVIOUS s 405,772 SF
IMPERVIOUS PROPOSED
TOTAL. EXISTING IMPERVIOUS TREATED = 58,385 SF PARKING - 48,709 SF TOTAL = 70,439.5 SF .. '
r
ON SITE I _AI KI IG 2 991 SF
PRE(7
1988 IMPERVIOUS = 347,387 SF
ADDITIONAL PROPOSED IMPERVIOUS = 26,443 SF
{
`+DTER D►NS1TE , .VI AV
R OUS PAVEMENT) 3,008 SF (752 SF)
M M M
..
IMPERVIOUS REMOVEDTCCT�AL,743
DRAINAGE AREA 3 = 2,052 SF -
_ SI=
ASPHALT = 47,467 SF
CONCRETE - +6,185 SF
PROPOSED PERVIOUS PAVEMENT = 16,100 SF
25 /o NPERVIOUS - 4,025 SF
ON -SITE PARKING = 0 SF
.
EarrArcl *itects
Ear Arc 1
*tects
�.
DRAINAGE AREA 9 �- 44,800 SF
BUILDING = 2,548 SF
TOTAL IMPERVIOUS = 86,833 SF
OTHER ON -SITE PERVIOUS PAVEMENT} = 2,052 SF (fi25.5 SF}
�
TOTAL = 56,200 SF
ADDITIONAL AREA TREATED BY PERVIOUS PAVEMENT MOM 4
10 647 SF
TOTAL = 625.5 SF
OTHER ON -SITE PERVIOUS PAVEMENT) = 22,400 SF (5,600 SF)
EXISTING BUA = 22,400 SF
Earl Architects,
Ea Archit is LLC
IMPERVIOUS PROPOSED
BUILDINGS = 45,690 SF
EFFECTIVE BUA WITH TREATMENT = 72,181 SI`
DRAINAGE AREA 4 = 2,016 SF
_
TOTAL 28,000 SF`
301 N. Main Street
.
Greenville, SC 29f01
PARKING K 33,308 SF
SIDEWALKS/CONCRETE = 6,460 SF
SUBTOTAL - 85,458 SF
ADDITIONAL IMPERVIOUS TREATED = 314 SF
ON -SITE PARKING = 0 S'F
OTHER ON -SITE (PERVIOUS PAVEMENT 2,01 fi SF 504 SF
( }
DRAINAGE AREA 10 = 54 871 SF EXISTING INFILTRATION BASIN
� �
PROPOSED IMPERVIOUS AREA 0 SF
8642717555
42
ADDITIONAL PROPOSED IMPERVIOUS = 29,258 SF
TOTAL = 504 SF
EXISTING BUA = 43,644 SF
Consultant
X w
EXCHANGING ASPHALT` TO PERVIOUS PAVEMENT- 22,400 SF
DRAINAGE AREA 5 = 6�, 04 SF
TOTAL = 43 644 SF
J
25% IMPERVIOUS = 5MO SF
ONM'SITE PARKING = 3,5 6► SF
AASTROUD ENGINEERING, P.A.
TOTAL IMPERVIOUS � 418,230 SF
OTHER ON -SITE (PERVIOUS PAVEMENT) 31008 SF (752 SF)
151A HIGHWAY 24
ADDITIONAL AREA TREATED BY PERVIOUS PAVEMENT = 22,400 SF
TOTAL = 41348 SF
/�!(�
MOREHEAD CITY, Y, N.C. 2855'7
[phone] LICENSE NO. C-0647
IMPERVIOUS TREATED BY INFILTRATION BASIN = 43,644 SF
IMPERVIOUS REMAINING TO BE TREATED IN DA 1, 2 & 3=14,367 SF
i
EFFECTIVE BUA WITH TREATMENT - 346,586 SF
VICINITY MAP � _.�
ADDITIONAL IMPERVIOUS TREATED = 801 SF BRIDGE -
r ++^" "'" �"` ..d• J43 3N .34g 3/6 347 ......:. .» .... _..... ,25' MB. - - - - - ,, - ._, -
EC
+� y t ,Ay�Y•�'�"�" , .,.... +orb rrr�i .
\ t U f ii
3" 320 330 33$ 334 „e OATH LAB 340
-�•., ADDITION y
:
f
f, - � ,...""'``..,.>•-"' .�,r.• mow"" "` ".k„ .�Ca' .: ^ .. 'r . � � �.._` •' a T
0
32 36co
, 3e
w "
t.Sl!! aap,aa r
- 'r 3ve � Kr ale
PLANT ADDITION
357 ('I tl
$13 2e2 ataCGH PATR
TO CJ53' 736
ISPACI UNDER
s• 312 3t7 36$ y FOR IMAGING & INCOMIN 39
,-- "OKI tl 3v1. 263 G -" >!,o Sea •AV CABLES
� S G 6
Ito ,..,, • 31e ,+
HOUSE INPCOMING SEARVICE A 370
ABLEJoe ze6 .,e CONE a7o PRQVIDE PATHWAY ,o 42
ze° Zva : ' av4 4"CONDUITSa7e�Ill luclION �
•--' _ . -' " .. ,�, 221 _ MAIN HdQ01 rA ry
_ - J77 24 dJ f
1 d
aTT
373
'wirnNyM� ..�
-• 374
I
,
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a
.
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1tk1 . •. rrrrr..rwurr r
f,AN ACCESSIBLE
m
y
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PAVILION
ADDITION
f
its
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r
i
a
tt�
PES
16§ Sd2Q
3>?a ae2 321
3 VAN A ESSIBLE
DICAP AC
f
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I
CCG
46d 401 402 4(13 41}4 (� CEa• Oar 403
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`*,.
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416 ,17 4itl 410140
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436 437 436 4433
4a1 Mall 424 44 411 42e 47if
err
1t1
424 42a 422 421 420
i
i
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44a 445
442 444 416 447
446 449 4eb 4e1
dS2 463 4s, 55 4e6
'
457 456
!
440 Met 462 4a3
J
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to xa 21 22
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44 43 42
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41 40
_:.
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ad as
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US HWY 70 w=c,-
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1.4
12
23 44
13
22 4b
14
21
16
20 47
ve
to 46
17
1tl '9
CL
CENTERLINE
COMM
COMMUNICATIONS
- _ - - ._ - _
ROAD CENTERL I NE
D8
DI
DEED BOOK :
DROP INLET
- 26----
EXISTING CONTOURS
EL R
VE
VAT ! DN
ELEVATION
26-
PROPOSED CONTOURS
EIP
R
EXISTING IRON POPE
�'-------.
EXISTING UTIL€TIES
APPROVED/
EIS
EOP
E IS ING IRON ROD
EXISTING IRON STAKE
EDGE OF PAVEMENT
w ,,
W •tY Vn
GRASS
... _..,..: ._:
.., ..: •. ,. �.0 RNM
� � j�F>y fit${ ! R ufi`
EX
ELEC
F E
EXISTING
ELECTRICAL
FINISHED
,...:.._ ....
-,.__....__._. _ MANAGS EN MM1883 0
aF
ELEVATION N
_D L
EXISTING CONCRETE
G REQUIREMENTS
/
PARKING '�HANDICAP ACCESSIBLE PARKING REQUIREMENTS
"F'T
FO
FEET
FIBER OPTIC'
GV
GATE VALVE
'. D
PROPOSED CONCRETE
.
HC
HANDICAP
I NV
INVERT
,Is
JUNCTION 80�
[}EMOL I TON
LF'
LINEAR FEET ,':
LP
LIGHT POLE
MAX
MINIMUM
PERVIOUS PAVEMENT
MIN
N/F
NOW OR FORMERLY
NTS
NOT TO SCALE,
OHP
OVERHEAD POWER
OXY
OXYGEN
PG
PAGE
OAK
PP
POWER POLE
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
ROW
RIGHT-OF-WAY
SDMH
STORMDRAIN MANHOLE
PINE
SF
SQUARE FEET
TYP
TYPICAL
UG
UNDERGROUND
CEDAR
X
SILT FENCE
---- ---
EXISTING WATERLINE
---�� �---- PROPOSED WATERL-C NE
NOTE: INCLUDES MAIN CAMPUS, WEST CAMPUS
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY, NC
Keyplan
Professional Seal
s+►'�t,t� CAI' �
f J��
; . SEAL
` 13343 J" lIr
14
� �D GO
4)
r
RONALD D. CULLIPHER, PE DATE
Revision
1 - M, - /15/13
2 - GYT - 8/20/13
3 - GYT - 09/11/13 kE-VIS05 WEST CAMPUS BLDG
AREA & PARKING REQUIREMENT
4 - GYT - 01/8/14 REVISED PARKING ENTRANCE
AND P8QEQ§gD§MQFnS
5 - GYT-1/20/14 - NUMBER OF SPACES
Ei - GYT - 2/5/14 - MHC COMMENTS
7 - GYT - 2/14/14 - HANDICAP ACCESSIBLE. SPACES
8 - GYT - 4/17114 -WESTERN PARKING LOT
OVERALL CAMPUS
SITE PLAN
FIBER OPTIC & COAX PATHWAY
ZONING COMPLIANCE MAP
Cm2,
In Charge
Drawn By
Checked By
Project
r

IN ! I NI IN \ III a'
Professional Seal
Waft
MMM MI an" 400M "moo MI
0
a !
PAVILION SITE
DEMOLITION PLAN
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I
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31
..In- Charge
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Drawn By
-� - - - -, 20 10 0
20 40
Checked By
vvi I I
ProjectNumber 1013.00.00
..
_
Fol.... .. If ..._ S'711/'ALEM 1" 71M 20'
Date ..TIPP
•

tML AS z MA,1 H I 1A AC ACRE IBUILDING z BUIL Ce CATCH BASIN IING CF 00 Lj CL CENTERLINE 00 U OP Comm Z DS D I DROP INLET T, R I 14 DR DRIVE EL z < Lj IE I P z W > 40 EIR G 4? EIS tAPKALT G E OP E X G 400 42 ELEC 49.03
FF * ADA CURB
iiiiiiiIIIIIIIIIIII lift- 12. NSS*4ff43wW F FT FEET VSIDEWA
FIBER OPTIC LK GV GATE VALVE IHC INV I NVERT is GUTMR LF LANDSCAPING NEW
(TOLL FREE LP tIW W W AIN MANHOL II. . . ... .. . .... '411 I40 MAX MAX I mum tMIN MINI'mum N/F NOW OR F.M� ftY 'AL NOT TO NTS ONP OVERHEAD POWER OXY OXYGEN PACE PG PIP RAO I RCP RE1WRCED CONCRETE PIPE - -632-4949) P ROW OR 1800 2r" ­0%ONG DExW CONTRACTOR TO PRJOVIDE M i 140M X F FEET tam- 'OF' 'Arm now A
MOM TW:FO~T1O" AM r:QMV&:94Tft0N FOOTOMFOR TYP i0y CAk UG UN E OUND IAT
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PROPOSED WATERLINE IIROAD CENTERL INE IEXISTING PROPOSED CONTOURS —26— EXISTING UTILIT ES IGRASS OAK 4o . . . . . .. . . . IEX I ST I NO C014CIIETE IMORTMED
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m.arl Archl*tects
MA"MifWAY 24
CITY, N.C. 28557
(26-2) 24,7-7479 LICENSE NO. C-0647
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n SPITAL
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i
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t +26.43 1 / ~ - I .. M /' it 1 2 .2
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Earl Architects, LLC
301 N. Main Street
Greenville, SC 29601
864 271 7555
02009
Consultant
� T OUD ENGINEERING, \ 5 R P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-0647
4
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY, NC
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23 - - _ _ _ _ _ _ _ -' TC 23.26 I 12 I NCDOT STD.846
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- FE 22.68 I TC /
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Date

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1:51A HIGHWAY 24 MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-0647
J! Sri AS I COOLING TOWER DROP INL G ac
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864 271 7555 02009
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151A HIGHWAY 24
7 MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-0647
CARTERET GENERAL
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MOREHEAD CITY, NC
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..*''"' I . TYPICAL Revision
.-
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'` l,,,►`"'` y - LIMITS
'� GYT 8/151 3
\\*, '` ' +4.89 - GYT - 4i97114 -ENLARGED PARKING AREA
11
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STONE
I ---- I CONSTRUCTION
TC 25.54 ENTRANCE
FE 25.00
k,
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' WEST CAMPUS
PARKING LOT
STORMWATER,
EROSION CONTROL
01 Ib,z & TILT PLAJ
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:.-=--- am= _=_iqC3:,= =:WW = .1, C�i 1
In Charge
Drawn By
20 1 0 0 20 40 Checked By
I .__
Project Number 1013.00.00
. SCALE. 1" � 20' Date

J\ SPACE 6' O-C#
NEENAH TYPE R-4826
- FRAME AND GRATE OR
-2;4 rn Anonn I t I
V EQUAL
EXISTING ASPHALT
TO REMAIN
-------------- ------- JL ---------
PERMEABLE INTERLOCKING CONCRETE PAVERS z
SAWCUT ASPHALT
W—
SCALE: NOT TO SCALE 4 1 AT PROPERTY LINE
V_
44
EXISTING TREES
=a, =26 3977.56 TO BE REMOVED
4
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> P E D I MENS I S 1110N TO BE
EXISTING ASHAbT WITH IN—
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6/1 6 18 4 RIGHT OF WAPY T -BE
REMOVED & DRIVE
R AD 1/2" RAD,
RELOCATED
3000 PS I LU ..... .....
.. , " ." .1 .
CONCRETE .41 'd -4 7 T! 4 4
/t 3 R AD, 1,44 4 A 4
RAD 0 A
EXISTING POLE & GUY
RAD* TO BE RELOCATED
RAD
1 US �"�WY 70W
Z Z SLOPE
DROP INLET W/
Ln
INLET PROTECTION
SCALE** NOT TO SCALE
3000 PSI
2 4 CONCRETE 24"
NENAH R-3246-A
INSTALL SILT FRAME. GRATE & CURB BOX
VI FENCING AROUND (OR APPROVED EQUAL)EXISTING WESTERN DRIVEWAY':
24 �TANCARD CURB AND G& UTTER ALL CATCH BASINS
24 PILL CURB AND GUTTER
SPACE 6 0. Co SCALE: NOT TO SCALE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
-------------- - -------- -------
z
r 4 —
1 —1"21/SF9*
6 "CABC
E X I S T I t
SUBGRA[
LOCATION
SHWT
BOTTOM OF
PAVER STRUCTURE
EMPLOYEE PARKING LOT
20.0
2 �, 0
WESTERN PARKING LOT
22.5
PAF7KYNG t' LOT PAVING
SCALE: NOT TO SCALE
8'MAX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE
E5'MAX " EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE
51STEEL POST
WIRE FENCE
" — 0'> A "
NATURAL
GROUND
LOCKABLE CAP FLUSH
WITH SURFACE
�PAVf DRAIN
GID 4"-6"DIA
RFORATED PVC PIPE
OBSERVATION WELL
SCALE** NOT TO SCALE
FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
NATURAL
0 tco 0 0 0000. GROUND
0 10 00 00 0 UPS I LOPE
0 -1 "tit I
W_ 0-
0- 05 -
000 0 0 000 8 4"M I N
0 0 0
0 0 0 0
00 0 0 0
-8 "DOWN 0
.-THE —IRENCH-
24 FILTER
FABRIC CROSS SECTION
VIEW
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY,
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE
AS POSSIBLE TO THE FABRIC* ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE,
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES*
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR* SKID STEER. OR ROLLER EXERTING AT LEAST
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL
OF 4 TRIPS*
TYPICAL SILT FEN(`;6`E
SCALE** NOT TO SCALE
PLASTIC OR
WIRE TIES
WIRE FENCE
51 STEEL POST
I
CATCH BASIN W/
INLET PROTECTION
SCALE: NOT TO SCALE
4500 PSI 3/4" DIAMETER HOLE
CONCRETE FOR REBAR ANCHOR!
DRILLED INTO APR(
DRAINAGE
ARCHES
SIDE VIEW
80
END VIEW
0%
CONCRETE PARKING BUMPER DETAIL
SCALE: NOT TO SCALE
24
7
NOTE: LOCATION OF SIGN TO BE
ADJACENT TO PERMEABLE PAVEMENT
AND PLACEMENT BY OWNER AND/OR
ARCHITECT,
PERMEABLE PAVEMENT
T
ACTIVITIES PROHIBITED:
SANDING
REwSEALING
RE,wSURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE=ICERS
�j i
PERMEABLE PAVEMENT SIGN,,",
SCALE: NOT TO SCALE
I
RCP
RS
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY, NC
Keyplan
o
----- — — — — — — — — — — — — — — — — — — —
t 41
43 44
45
46 47
42 49 50 51
52 53 54 55
57 58 59
60
57 611
Professional Seal
FE .29 FE .35
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ASPHALT- E .24 tA \ Revision
1 13.36
I - GYT - 8/15/13
200 25/ MBA 2 - GYT - 8/20/13
D-28 3 - GYT - 4/17/14 - PERMEABLE PAVER DETAIL
77.56
EIP
.00
64LF 18
RCP @ 0.�O% NARROW
21
---
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457 STONE CONSTRUCTION
.
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DETAILS
APR 20%
BY:
Crl 2
In Charge
Drawn y
PROPOSED WESTERN DRIVEWAY Checked By
SCALE: NOT TO SCALE Project Number 1013.00.00
Date

tit 'Itt I— f I i:,'
t7 A,
M I N MUM
2 THICK WASHED NO. 8
MINIMUM
2" TH'ICK WASHED -NO 8
AGGREGATE BEDDING COURSE
AGGREGATE BEDDING COURSE
4 THICK WASHED NO. 57 STONE
4 THICK WASHED NO. 57 STONE
OPEN -GRADED BASE
8 THICK WASHED NO. 2 OR MAX I MUM 12 #2 OR
OPEN -GRADED BASE
NO. 4 STONE SUBBASE SUBGRADE IERRA17r
8 THICK WASHED NO, 2 OR
NO. 4 STONE SUBBASE
-AOUA BRICK
MAX 50 EMPLOYEE LOT --sV'EMPLOYEE LOT
12
SURFACE SLOPE VARIES
2 5 BAFFLE/TERRACE SECTION
maw=
AOUA BRICK
30 MIL
VAPOR BARRIER
TERRACE W/ 30
MAXIMUM 12
#2 OR #4 S T ONE
w�
MIL PLASTIC MAXIMUM SUBGRADE
SLOPE 0.5%
SUBGRADE
0-511, MAX SLOPE SUBGRADE
LONGITUDINAL SECTION
0.5% MAX SLOPE
ENLARGED TERRACE
NOTE: SUBGRADE TERRACING ONLY AT
SCALE, NOT TO SCALE
PERVIOUS PAVEMENT LOCATIONS
SUBGR"A"DE
TEROK"'ACING
SCALE: NOT TO SCALE
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BEFORE YOU [)IG!
NC ONE CALL
T0L%1_ FREE
(OR 1-800-632-4949)
IT'S THE LAW!
I 1W I T
3341
o +24,94 %
0
+ 36
20 10 0 20 40
loom I I I I I
Earl Arch'1*te(:m6ts
Ead Architects, LLC
301 N. Main Street
Greenville, SC 29601
8642717555 0200
Consu tant
&\STROUD ENGINEERING, P.A*L
-iiii ;o -f 151A HIGHWAY 24
"Y MOREHEAD CITY.N.C.285.57
[phone] LICENSE NO. C-0647
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITYl NC
Keyplan
Professional Seal
C A
0
EAL
13343
Q� 40
00
RONALD D. CULLIPHERt PE DATE
Revision
I - GYT - 8/15/13
2 - GYT - 4/17/14 - PERMEABLE PAVERS
P E R M E 11-1% B1 L E
PAVEMENT
SUBGRADE
GRADING PLAN
Cml 4
L In Charge
Drawn By
Checked By
Project Number 1013-00-00
Date

■
CONSTRUCTION SEQUENCE
AY 70 ITOT 1 ANn DISTI, C F Q. 1; 2 ACR FS)
HA-%F A (-FNTRAL EBGy PI AN! A N MI ENTIRAN A T'P
REMOVE EXISTING PARKING, BUILDING AND OTHER oBs UCTIONS AS SHOWN ON THE DEMOLITION PLAN AND OR REL
COORDINATE THE WITH ARCHITECT AND HOSPITAL.
1. REMOVE AND/CIR RELOCAT E ANY EXISTING OBSTRUCTIONS. MSTING UTILITIES AND STORMIDRAIN PIPING,
2, COORDINATE RELOCATiON OR REMOVAL OF ANY E
2. COORDINATE R�L,.�CATION OF ANY FXISTING UTILITIES.
3, INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE.
Ca
1 ROUGH GRADE THE PARKING AREAS. TERRACE THE SUBGRADE AT THE LOCATION TO RECEIVE PERVIOUS PAVERS SO THAT NO PORTION OF THE
4, ROUGH GRADE DRIVE FOR THE NEW ALIGNMENT. z
IS GREATER THAN 0.5%.
S. BEGIN CONSTRUCTION OF CENTRAL ENERGY PLANT,
4. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE. i C
6, FINE GRADE DRIVE, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE,
an
5. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE. 7, PAVE AREAS AS DIRECTED BY THE ARCHITECT. 0) z
6. PAVE PARKING LOT AND INSTALL PAVE DRAIN PER THE MANUFACTURERS RECOMMENDATIONS. 0 - W
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS,
7. SEED AND MULCH ALL REMAINING DISTURBED AREAS, PHASE I MUST BE STABILIZED PRIOR TO BEGINNING PHASE 2,
9. PHASE 6 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 7.
Z < W
PHASE 2 EbdeLI PARKING 1101AL LAND UISIURSANCE 0-54 RFq)
PHASE 7 CAIH LAR AND MiESICAM12"S I?A8KING tal (ICLIAL LAND DISILIBRANCE 1 8 A RES) tK >
Z
1. REMOVE AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS, 1. REMOVE EXISTING PARKING AND OTHER OBSTRUCTIONS AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS, COORDINATE
2. COORDINATE RELOCATION OF ANY EXISTING UTILITIES.
WITH THE ARCHITECT AND HOSPITAL
3. EXCAVATE EXISTING ASPHALT AND STONE BASE. .
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
4. CONTACT SOIL'SCIENTIST ONCE V- 1.5'OF EXISTING ASPHALT/STONE & HISTORICAL FILL MATERIAL HAS BEEN REMOVED (ALLOWING FOR INTIMATE
IOR TO FILLING, 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE.
0
4. INSTALL INLET PROTECTION FOR EACH DROP INLET OR CATCH BASIN WITHIN THE AREA DISTURBED. 0
CONTACT WITH THE EXISTING SANDY SUBSOIL), BACKFILLING OF CLEAN HOMOGENOUS FINE TO MEDIUM SAND MAY BE REQUIRED. PR
SCARIFY THE SURFACE THEN ROUGH GRADE THE SITE
5. ROUGH GRADE PARKING AREAS.
S. INSTALL INLET PROTECTION FOR EACH DROP INLET AND CATCH BASIN WITHIN THE AREA DISTURBED.
S PAVERS SO THAT NO PORTION OF THE IS GREATER THAN 0.5%. 6, BEGIN CONSTRUCTION OF THE CATH LAB
6, TERRACE THE SUBG RADE AT THE LOCATION TO RECEIVE PERVIOU
7, FINE GRADE DRIVE, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE, INCLUDING BASE FOR PERMEABLE PAVER SYSTEM,
7. FINE GRADE PARKING AREA AND PLACE STONE BASE COURSE. 8. INSTALL PERMEABLE PAVERS WHERE INDICATED AND PAVE AREAS WITH SURFACE COURSE AS DIRECTED BY THE ARCHITECT.aw 8. INSTALL PERMEABLE PAVEMENT PER THE MANUFACTURERS RECOMMENDATIONS. T L*24,96 all z mums,
9. PHASE 2 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 3, 9. SEED AND MULCH ALL REMAINING DISTURBED AREAS. INV EL*22M
&
IWASE a RUILION BUILDING (10M LAND DIST' IRRANCE 131 ACRES)
"Koo
PHASE 3 AND 3A TOTAL LAND DISTURBANCE 1.15 ACRES
PHASE 3 AND 38 TOTAL LAND DISTURBANCE 1.07 ACRES
1. REMOVE EXISTING PARKING AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS,
2. COORDINATE RELOCATION OR REMOVAL Of ANY EXISTING UTILITIES AND STORMDRAIN PIPING,
3. ONCE DEMOLITION IS COMPLETED WITHIN THE PHASE, THE PARKING LOT FOR THE EMERGENCY ROOM (PHASE 3A-0.24 ACRES) AND AREAS NOT WITHIN 32-26
THE PAVILION FOOT PRINT MUST BE RE-ESTABLISHED AND STABILIZED PRIOR TO BEGINNING CONSTRUCTION OF THE PAVILION.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. EXOROP MET
TOP ELN2&46
S. INSTALL INLET PROTECTION FOR EACH EXISTING OR PROPOSED DROP INLET WITHIN THE AREA DISTURBED. INV ELS23.33
6. INSTALL PROPOSED DOMESTIC AND FIRE WATER LINES. I'M 6 LAND DISTURBANCE
7. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE WITHIN THE EMERGENCY ROOM PARKING LOT.
LIMITS 0.22AC
8. ONCE PARKING LOT AND AREAS NOT TO BE PAVED HAVE BEEN STABILIZED, CONSTRUCTION OF THE PAVILION MAY COMMENCE.
9. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
10. PHASE 3 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 4.
P14ASE A PAVILION PARKING n ACCFSS a[ITAL LANn DISJURRANCIF I.I ACBESIt
W AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS.
1, REMOVE EXISTING �PARKING AS SHOWN ON THE DEMOLITION PLAN
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE.
4. RELOCATE EXISTING WATERLINE.
S. ROUGH GRADE PARKING LOT AND DRIVE FOR PAVILION.
6, FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE. EX.OW* WLET
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT. TOP ELI! 024M
S. SEED AND MULCH ALL REMAINING DISTURBED AREAS,
INV. ELENI
9. PHASE 4 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 5.
PARKINr, (TOTA ANn 1111STURRANCF n_9;1 ACRF-r, Al
eHASE 5 e"ILION SE-MiER EXIENSON AND SEMAiblINIM, HALF np NF:w PARKINr, I QrATFn qnmw nF FXISTI Na VISITINr W•.
1.COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 0
3. SAW CUT EXISTING ASPHALT AT ENTRANCE AND AT PARKING LOT CROSSINGS.
4. CONSTRUCT SEWER LINE EXTENSION,
5, ROUGH GRADE PARKING LOT AND DRIVES.
6. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT, INCLUDING PATCHES FOR SEWER INSTALLATION.
S. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
9. PHASE 5 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 6.
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DROP INLET
DR
DRIV
EL
ELEVAE TION
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EIS
EXISTING IRON STAKE
EOP
EDGE OF PAVEMENT
EX
EXISTIG
ELEC
ELECTRICAL
FE
FINISHED ELEVATION
FF
FINISHED FLOOR
FT
FEET
FO
FIBER OPTIC
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INV
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A
JUNCTION BOX
LF
1JlIt FEET
LP
L I'G,HT POLE
MAX
MAXIMUM
MIN
MINIMUM
N/F
NOW OR FORMERLY
NITS
NOT.TO SCALE
OHP
OVERHEAD POWER
OXY
OXYGEN
PG
PAGE
PP
POWER POLE
R
REINFORCEDCP CONCRETE PIPE
ROW
RIGHT-OF-WAY
SDMH
STORMDRAIN MANHOLE
SF
SQUARE FEET
TYP
TYPICAL
UG
UNDERGROUND
X-
SILT FENCE
8
EXISTING WATERLINE
I
PROPOSED WATERLINE
--------- ROAD CENTERL INE
--- 26 --- EXISTING CONTOURS
26 PROPOSED CONTOURS
EXISTING UTILITIES
GRASS
EXISTING CONCRETE
PROPOSED CONCRETE
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Ear Architects
Earl Architects, LLC
301 N. Main Street
Greenville, SC 29601
864 271 7555 02009
Consultant
&\STROUD ENGINEERING, R.A.
61A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
E252) 247-7479 LICENSE NO. C-0647
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY9 NC
Keyplan
Professional Seal
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R, NALD D. CULL iPHER DATE
Revision
PERMEA$kLE PAVER 9­­
I - GYT - 4/17/14 AtgS_TERN LOT
EROSION &
SEDIMENTATION
CONTROL PHASE
PLAN
Cml 5
In Charge
Drawn By
Checked By
Project Number 1013.00.00
Date

CONSTRUCTION SEQUENCE
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REMOVE AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS;
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2. COORDINATE RELOCATION OF ANY EXISTING UTILITIES.
3, ROUGH GRADE THE PARKING AREAS, TERRACE THE SUBGRADE AT THE LOCATION TO RECEIVE PERVIOUS PAVERS SO THAT Na PORTION OF THE S111TREt I
IS GREATER THAN 0.5%, 13RIDU
4, SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE, . . .......... . . ..... ..........................
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5. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
....................
6. PAVE PARKING LOT AND INSTALL PAVE DRAIN PER THE MANUFACTURERS RECOMMENDATIONS. X
00 Q
7. SEED AND MULCH ALL REMAINING DISTURBED AREAS. PHASE 1 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 2. 1 xA,
M Z
28ASt 2 EMPLOYEE PARKING i1QTA1 LAND DKILIBBANCE 0-54 ArRFS S LAND DISTUR
I. REMOVE AND/OR, RELOCATE ANY EXISTING OBSTRUCTIONS. z > U-
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2. COORDINATE RELOCATION OF ANY EXISTING UTILITIES,
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3. EXCAVATE EXISTING ASPHALT AND STONE BASE.
4.. COV
CONTACT SOIL SCIENTIST ONCE - 1 5"OF EXISTING ASPHALT/STONE & HISTORICAL FILL MATERIAL HAS BEEN REMOVED 4LLOWING FOR INTIMATE
CONTACT WITH THE EXISTING SANDY SUBSOIL). BACKFILLING OF CLEAN HOMOGENOUS FINE TO MEDIUM SAND MAY BE EQUIRED, PRIOR TO FILLING,
SCARIFY THE SURFACE THEN ROUGH GRADE THE SITE
S. INSTALL INLET PROTECTION FOR EACH DROP INLET AND CATCH BASIN WITHIN THE AREA DISTURBED.
6. TERRACE THE SUBGRADE AT THE LOCATION TO RECEIVE PERVIOUS PAVERS SO THAT NO PORTION OF THE IS GREATER THAN 0.54b.
7, FINE GRADE PARKING AREA AND PLACE STONE BASE COURSE,
0. INSTALL ALL MWtAbLt PAVEMENT PER THE MANUFACTURERS RECOMMENDATIONS,
i
9. PHASE 2 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 3. �`
PHASE -4 PAVII ION 111111 DING (TQTAI I -AND DISMIRSANCE 1,q1 Argr'S a rl A rc h tEN) c ts
4a 13l
PHASE 3 AND 3A TOTAL LAND DISTURBANCE 1.15 ACRES
PHASE 3 AND 38 TOTAL LAND DISTURBANCE 1.07 ACRES
Earl Architects, LLC
1. REMOVE EXISTING PARKING AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS. 301 N. Main Street
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING. Greenville, SC 29601
3. ONCE DEMOLITION IS COMPLETED WITHIN THE PHASE, THE PARKING LOT FOR THE EMERGENCY ROOM (PHASE 3A-0.24 ACRES) AND AREAS NOT WITHIN
MUM." 8642717555
THE PAVILION FOOT PRINT MUST BE RE-ESTABLISHED AND STABILIZED PRIOR TO BEGINNING CONSTRUCTION OF THE PAVILION,
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 020G9
S. INSTALL INLET PROTECTION FOR EACH EXISTING OR PROPOSED DROP INLET WITHIN THE AREA DISTURBED.
6. INSTALL PROPOSED DOMESTIC AND FIRE WATER LINES.• Consultant
7. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE WITHIN THE EMERGENCY ROOM PARKING LOT,
8. ONCE PARKING LOT AND AREAS NOT TO BE PAVED HAVE BEEN STABILIZED, CONSTRUCTION OF THE PAVILION MAY COMMENCE.
9. SEED AND MULCH ALL REMAINING DISTURBED AREAS. DD
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10. PHASE 3 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 4. W
STROUD ENGINEERING, P.A.
PHASE A eAVII-10 AND ACCES-15 11DIA1 I AND 01511 111FIANCE 1 -01 ACRES CC
151A HIGHWAY 24
I. REMOVE EXISTING PARKING AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS. MOREHEAD CITY, N.C. 28557
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
-7479 LICENSE NO. C-0647
3, INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. (252)247
4. RELOCATE EXISTING WATERLINE.
5. ROUGH GRADE PARKING LOT AND DRIVE FOR PAVILION.
0- FINE GRAD#» PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
ASPHALT
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT,
AWHALT 8. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
9. PHASE 4 MUST BE STABILIZED PRIOR TO BEGINNING PHASE S.
bALE OE NEW PARKIN(; LOCATED SOLJT14 OF EXISTING VISITING PARKING (ICUL LAND DISIURBANCE 053 Ar.81F
PHAI-qr- A PAVILION IqPWFR FXTFN-qlQbl ANQ BE64AININr
S)
1.COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE,
3. SAW CUT EXISTING ASPHALT AT ENTRANCE AND AT PARKING LOT CROSSINGS.
4. CONSTRUCT SEWER LINE EXTENSION.
S. ROUGH GRADE PARKING LOT AND DRIVES.
6. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT, INCLUDING PATCHES FOR SEWER INSTALLATION,
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
9, PHASE 5 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 6.
P8ASE 6 CENISAL ENERGY PLANT AND NEW ENIBANCE ALIGNMENI M HIGHWAYM MOTAL LAND DIMIABANCE 0-52 ACRES
1. REMOVE EXISTING PARKING, BUILDING AND OTHER OBSTRUCTIONS AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS.
MAIN HOSPITAL
COORDINATE THE WITH ARCHITECT AND HOSPITAL.
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING,
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE.
4. ROUGH GRADE DRIVE FOR THE NEW ALIGNMENT. BUILDING
S. BEGIN CONSTRUCTION OF CENTRAL ENERGY PLANT.
6. FINE GRADE DRIVE CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7, PAVE AREAS AS DIAECTED BY THE ARCHITECT,
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS. JIM
9. PHASE 6 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 7.
PHASE 7 CA114 LAE) AND UVESI CAMPLIS PARKING LOT (TOTAI I AWn QJST1 IRRANrF I -Rfi ArM.)
1, REMOVE EXISTING PARKING AND OTHER OBSTRUCTIONS AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS. COORDINATE•
WITH THE ARCHITECT AND HOSPITAL.♦ P 3A
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.ry;
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 46 CARTERET GENERAL
4. INSTALL INLET PROTECTION FOR EACH DROP INLET OR CATCH BASIN WITHIN THE AREA DISTURBED. GRA E AND STABJLIZE PAR KING LOT,
5, ROUGH GRADE PARKING AREAS.
6. BEGIN CONSTRUCTION OF THE OATH :LAB S ED DISTURBED5 AREAS HOSPITAL
7,- 1:31WIF C-RA1t%7;,a1RVZ C (OAT7AUcT,-CURSA140,GUTII PLACESrON-8: BASIS COURSE, WCLUDING'BASE 'FOR PERMEABLE' PAVER SYSTEM,
8. INSTALL PERMEABLE PAVERS WHERE INDICATED AND PAVE AREAS WITH SURFACE COURSE AS DIRECTED BY THE ARCHITECT. ♦EFO E MOVING FORWARD WITH
9, SEED AND MULCH ALL REMAINING DISTURBED AREAS. AVI N ST CTION Facility Expansion
00I
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AC
BLDGILDING
BU
CS
CATCH BASIN
CF
CUBIC FEET
CL
CENTERLINE
Comm
COMMUNICATIONS
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DEED BOOK
DI
DROP INLET
D
DIE
ELR
ELEVATION
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EIS
EXISTING IRON STAKE
EOP
EDGE OF PAVEMENT
EX
EXISTING
ELEC
ELECTRICAL
FE
FINISHED ELEVATION
FF
FINISHED FLOOR
FT
FEET
FO
F18ER OPTIC
GV
GAIE VALVE
HC
HANDICAP
INV
INVERT
JB
JUNCTION BOX
LF
LINEAR FEET
M 11,
MAX
MAX 'IMUM
MIN
MINIMUM
N/F
NOW' OR FORMERLY
NTS
NIT TO SCALE
OHP
OVERHEAD POWER
OXY
OXYGEN
PG
PAGE
PP
POWER POLE
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
ROW
RIGHT-OF-WAY
SDMH
STORMDRAIN MANHOLE
SF
SQUARE FEET
TYP
TYPLCAL
UG
UNDERGROUND
X
SILT FENCE
EXISTING WATERLINE
PROPOSED WATERLINE
--------- ROAD CENTERLINE,
--- 26 --- EXISTING CONTOURS
26 PROPOSED CONTOURS
EXISTING UTILITIES
GRASS
EXISTING CONCRETE
PROPOSED CONCRETE
DEMOL,J TON
PERVIOUS PAVEMENT
OAK
PINE
CEDAR
hb, Lry
ROCK DOUGHNUT
30 15
SCALE: V -No 30'
MOREHEAD CITY, NC
Keyplan
Professional Seal
I It %I#..--',###,
CAR04/4#1
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RO ALD D. CULLIPHER, PE DATE
Revision
BACKFLOW & SEWER LOCATION
I - GYT - 9/13/13 PER TO N
2 - RDC - 1/22/14DELETE CIRCLE PARKING AREA
3 - GYT - 4/17/14 PERM!EABLE PAVERS &
M§9RN LQJ
EROSION &
SEDIMENTATION
CONTROL PHASE
PLAN
APR 2
BY: C=1 6
In Charge
60 Drawn By
Checked By
Project Number 1013.00.00
Date