SW7000108_APPROVED PLANS_20010810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
,,W/QQ/O
YYYYMMDD

User.
bvondenk
Fxt. 8546
Reference Files)
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BERTIE
LTjn
10
iversi
MEMORIAL
tyJ fealth ,Systems
F.
HOSPITAL
ofjEasternli Ca�on a
Windsor, North Carolina
r1ol os e
torrn%v.i3ter
JOB NUMBERS,,* 00026-001-030
DFS PROJECT NUMBER: HL4642-MA/KD
Date: May 30, 2001
HDR Architecture,
1101 King Street, Suite 400
Alexandria, Virginia 22314-2980
[phone]
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Ext. 8546
Reference File(s)
I bmhofb.dgn 1
2 bmhofd.dgn I
3 bmhcsvyl.dgn •
4 bmhafa.dgn 1
5 bmhcmgl.dgn
6 bmhcmul.dgn
7 bmhcmbl.dgn
8 bmhcpbl.dgn
9 bmhtb.dgn
10 bmhc2.dgn •
II bmhcpulAgn
12 bmhcl-I.dgn •
13 bmhmps1t.dgn
14 bmhc3.dgn •
7
-�_ LEGEND
+977.41 EXISTING SPOT GRADES
--- 977 --- EXISTING GRADE CONTOUR
EXISTING FIRE HYDRANT
- -� EXISTING CURB TO REMAIN
EXISTING EDGE OF ROAD
,Cs EXISTING POWER POLE
- � INV. SS _
80.87 EXISTING L I GHITPOLE
PKS _ w- EXISTING WATER LINE WITH VALVE AND MANHOLE
`LU E SD----o- EXISTING STORM DRAIN WITH MANHOLE
RESIDENTIAL A SS- EXISTING SANITARY SEWER WITH MANHOLE
uT EXISTING UNDERGROUND TELEPHONE LINE
wM '� �_ - _ EXISTING ELECTRICAL LIN[
a WM o ` �'\� 9�� + G EXISTING GAS LINE
C S E LF�`T,� \ ,- J y--__.�,._..._ PROPERTY LINE
EXISTING CHAIN LINK FENCE
INS' i 87 ��EL�Ert�. � �� � ��� �� �� � �_ _�_ EXISTING TREE TO REMAIN
Bt 0 SIGN~!� �_���'� _� �'� I �'�
5 0
E -980- FINISHED GRADE CONTOUR
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+ q PP ASSUMED -- =•. `� \ o S
e� - - __� �\ �-,S 74•� SAVED CONCRETE CURB AND GUTTER
ELEV. 90.07 �\ \\� � -- Z- _� �\ \\ `` 17All ( 100� R/ -SD STORM DRAIN SYSTEM
ADJUST': ACCESS �'1 9 - w \\ y _ s� g47.0 ---SS M
TO F I N I�HfsD GRADE SANITARY SEWER SYSTEM
cn -� �, ■ c�•T� UNDG.ELECT. \ `` S5 $" p
,y, ,..♦ -
r T �RAvr W- DOMESTIC WATER LINE
SEEb 1
1 ■■ �F FIRE LINE
w I l �`
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SPECIFICATIONS FOR THICKNESS)
CL
/ {Nv.�.a ,.� _ CONCRETE WALK PAVING
/ ~ ~ _ -�� -ss -- //�♦ , ASPHALTIC CONC. PAVING - STANDARD DUTY
89 �, �. ` NEW PRECAS� �_II,'h�
f Ie `� 4� ;; �' ' h� �` 4 34'� a ANHOLE `� `� y ASPHALTIC CONC. PAVING -HEAVY DUTY
FLRK
_ N O MAPLE 8
�r SEED - f��r. ° ;' '% (;F'it' ; ; - -��3 -2 i-2 STORM INLET AND MANHOLE NUMBER
COMMERCIAL - D' _ -- �-
- _ 8 50 SEED �,!ii� �� i i 1 i;��/i;� . f •. ��� w _ _�
_PKS
O EXISTING STORM STRUCTURE
CONCRETE END SECTION
,: 98 � _ °-52 28 W �EOC.►.� LIMITS OF CONSTRUCTION
+
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: r 18"FRCP I11 11 1 * :��' r -~\
N w RC jl' - 9a:80' SEED EIP
! 12 I N A NV. 82. 00 C = =
r 5 �I."�' IN IN 92.79
■
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fI-P� INV. OUT $3.3 /, R + INV. 93.27
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j 87.25 ao \ 94.50 SOR INV.193.96 6 SAN
N 24" RCP III \\ 1 :BD 4 \\ v \� \ IE=94-23 \ 99.00
° 94. qt1 � \ SD
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INv. IN 79 7 \ // 8 \RD TAPERED\CURB \ Q
f INV. OUT 79. 4 `\' \._6 99 \ 'o
'� � � \ \ } 4 0 12" RCP -III
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r PREFORMED SOD '
+ r SCOUR HOLE H-1 94..75\ 4 S \ \\ \ \ f l \ 6" RD
I eRnvF I Nv. 9.14SEED' +' 94.5 \ 1 a � RD, \ 1 1 \
I N I r 4.1 SLOPES MAX. 9 IN 95.Mn \
75 491 is ELEVATION 81.00
REMOVE CONC. END SECTION AND
INSTALLL 24" CMP. INSTALL 36"
CMP RISER AND TRASH RACK 3
AS DETAILED. I
JOIN PIPES WITH CONC. -�
COLLAR, 24" LG.X 6"
THICK, MIN. _ It
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iNV.7 .
INV.78.49 SD
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SER
BLANCHE M. PHELPS
DB. 705 PG. 439
AGRICULTURE
RUSSELL M. PHELPS
j + DB. 740 PG. 216 f
TIC WATER SERVICE
AGR I CULTURE
EXTEND AND CAP 6 WATER SERVICE
i FOR FUTURE HOSPITAL EXPANSION.
°
CP) PIPE BOLLARDS
�` - �J � :-� W '� ° \ W t�E T 4 G PREFORMED SCOUR HOLE I
? 93 94 ` SOD \ 9.00�1 1 NEW �OSPIT4L BUILDING 10"��c
1 �
4.581
:. BIL JCT jj PORT /P/AD ! 10�, Pp
94.58 UFLOOR ELEV. 99.OQ 6VCR01
�
�I3
`89 Bs�5.00 71 1 C;� 99.00
` C
_dos-: 11 i /ACCESSIBLE OD r"
SIGNS
CURB /� 10" PVC
E // INV,
9 00
6 FIRE SERVIC�f '' f8.20
89 p \ �\-� , CHAIN L FENCE ..j ' E
\ \ l W/ 3 TE i 99.ao
+r 87 88 0 "\ \ 1 \ 1 1 5x5 C C• PAD
99. , 9 .0 a
V CONC. N PAD 9.
N L IIIK C
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%,yam,:-r;:•... 6 \
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= - -$4 ' - \ SITED \ 1 \ A �� - o,
N�SS Cf _ ";' ,. w; I \ \ C9 9 / FU ANK
NT \ _,
FRC I _ + \
NE N - 84.00 \ 7X.
IS
OP ry AREA
81, ER CIN�\\ \ 1 \ \ T \\ST
F_ SS pV.0 F E �� = 18t 00 \ 1 \ \
sD _ URDE - ���_� \ 85 \ \ \ \ \ SEED ` I ___1
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8.1 SA\�ARY 1 \ \ 86 9�� \
-91
UB
`° \ \ \ y
0i
/ f
ASSUMED ELEV. 7.4Fi
~I N__
7- 4 -- --- -ZPCs
�
PERMANENT BERM I
Ar'Ep \ \ \ °' BLANCHE M. PHELPS
DB. 705 PG. 439
7 Rely PE
\ \ ,
9 SCALE TO DIRECT OFF -SITE
WATER TO EXISTING DITCH
RESIDENTIAL / r
SANITARY \ \ SEED
TUBOUT
NOTE:
1. SEED WITH GRASS 15' INSIDE OF CONTOUR 80 TEL. PEG. ���`�Jr
AND OUTSIDE OF CONTOUR 81. _� 9� r //jA /
. 2 • SEED WITH AQUATIC SEED BETWEEN CONTOURS RS
80 AND 81.
► 3. SEEDING RATE FOR AQUATIC SEEDS TO BE AT A
RATE OF I"2 POUND PER 1000 SF. APPLY ANNUAL RYE INV.
r OVER THE AQUATIC AREA AT A RATE OF 1,12 POUND 78.78
PER 1000 SF. '�
q 72 45 59 W
53.48' - IP S �� '-W "W, 36.64'
w f �..��. rJ /
~ , r
NATHAN R. COPELAND III
.�► ^4' P.C. A PG. 1016
0
��
o�
AQUATIC SEEDING MIXTURE
BOTANICAL NAME
COMMON NAME
% OF MIX
CAREX CRISTOTELLA
CRESTED SEDGE
10
CAREX LACUSTRIS
LAKE BANK SEDGE
15
IRIS PSEUDOACARUS
YELLOW IRIS
10
IRIS VERSICOLOR
BLUE FLAG
10
JUNICUS CANADENSIS
CANADIAN RUSH
5
PELTANDRA VIRGINICA
ARROW ARUM
25
SCIRPUS AMERICANUS
COMMON THREESOUARE
20
SCIRPUS MARITIMUS
ALKALI BULRUSH
5
NORTH
CARp�,
� ••..•quo° '�9 f��
••.%
��frrJtnt�t►�
V y'
FDq
HDR Architecture, Inc.
1101 King Street, Suite 400
Alexandria, Virginia 22314-2980
[phone]
BERTIE MEMORIAL HOSPITAL
UniversitySealth Systems ofEamwrnChrolina
Windsor, North Carolina
SITE
AND
GRADING
PLAN
Project Number
00026-001-030
to
AUGUST 16, 1999
ProjectManager
J. DRAHEIM
Llesign
J. DAVENPORT
Architectural
R. LUND
tructuro
W. BRYAN
Mechanical
S. WILLIAMS
Electrical
G. KLEMAN
lvl
B. KALLMER
Drawn By
B. KALLMER
K• BEREUTER
Scale
SCALE: 1" = 40'
Revisions
CPR # 1, MODIFIED GRADE
2
ELEVATIONS 8 SAVE TREE
3-13-00
# 1.1. REVISED PARKING
QCPR
3
LOT PER OWNER, 4--19-00
# 6.3, SITE REVISIONS,
QCPR
4
08-07-00
# 23.1, SITE REVISIONS,
QCPR
5
1-12-01
# 16, SITE REVISIONS,
QCPR
6
1-9-01
# 79, POND REVISIONS,
QCPR
7
5-30-01
i
Sheet Nwber
C-1
Plotted with n:\hdr\plotcfg\ocefull,plt
Date plotted: 05/30/2001 1:56 pm
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bvondenk
Ext. $546 LEGEND
+977.41 EXISTING SPOT GRADES
Reference File(s)
— 977 — — EXISTING GRADE CONTOUR
HYDRANTEXISTING FIRE
I bmhafb.dgn l
-_. EXISTING CURB TO REMAIN
2 bmhofd.dgn I �.
EXISTING EDGE OF ROAD
3 bmhcsvyl.dgn • ` ~ _ j S ` _
J� EXI ST I NGPOWER PALE
4 bmhafa.dgn t E _
�' �t EXISTING LIGHTPOLE
5 bmhcmg1.dgn r IN �� ` 1
IN'
6 bmhcmul.dgn PKS 14W-0- EXISTING WATER LINE WITH VALVE AND MANHOLE
_ ��_� SQ-- EXISTING STORM DRAIN WITH MANHOLE
7 bmhcmbl.dgn SS—O- EXISTING SANITARY SEWER WITH MANHOLE
8 bmhcpbl.dgn -� _ `SS��_ RESIDENTIAL UT EXISTING UNDERGROUND TELEPHONE LINE
9 bmhtb.dgn E wM~� _� E EXISTING ELECTRICAL LINE
IO detplls.dgn 1+ 4
g wM y /� G EXISTING GAS LINE
^ � _ _ VS
11 bmhcl.dgn ■ P5 �UNQG.ELECT. _ T
I ----- PROPERTY LINE
_
• `~ � • •
EXISTII'-IG CHAIN LINK FENCE
12 bmhc3.dgn
f ```��
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81.00 f SIGN �`•1 ~ _
j R.R. SPIKE IN `•�� �„ -� SS
��
PP ASSUMED _
ELEV . 90. 07 ��.� � ~ �S 7�-34' 17„ �pD t ] p0
3 j '• E —/W
:�41-
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4.71
INV. 89.47 O_
40. 0' R `:1— -.206
' 19. 30' R+- SS
r
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ASSUMED ELEV. 87.46
SANITARY
STUBOUT
I RS
IN �.
77-74
Ito
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N 68 r 3
546.00,
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JOINTS
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o '�
CONTRACTION
17R�'
, ,�
�' S R S79° 14 18 W
- - - C�`�
44 43'
CURB
c�
N 72.45'594W
53.48'
NATHAN R. COPELAND III
P.C. A PG. 1016
BLANCHE M. PHELPS
DB. 705 PG. 439
AGRICULTURE
8
f ' 1
Q
PANTED LINES
' f
i
f
1�
f
RUSSELL M. PHELPS
f DB. 740 PG. 216
f�
j AGRICULTURE
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is
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d r
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if
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\S 69° 8'01"W. 36.64'
I
1 � r
BLANCHE M. PHELPS
DB. 705 PG. 439
NORTH
Dq
HDR Architecture, Inc.
1101 King Street, Suite 400
Alexandria, Virginia 22314-2980
[phone]
BERTIE M EMORi.AL HOSPITAL
UniversityHedikSystem ofFasternGroli
Windsor, North Carolina
SITE
LAYOUT
PLAN
Project Number
00026-001-030
ie
AUGUST 16, 1999
Project Manager
J. DRAHEIM
Ussign
J. DAVENPORT
Ardutectural
R. LUND
Structural
W. BRYAN
Medlainical
S. WILLIAMS
Electrical
G. KLEMAN
Civil
B. KALLMER
Drawn By
S. KALLMER
K. BEREUTER
Scale
SCALE: 1" = 40'
Revisions
QCPR # 1, REVISED LAYOUT
2 3-13-00
CPR # 1.1, REVISED PARKING
QLOT LAYOUT PER OWNER
4-19--00
ACPR # 6.3, SITE REVISIONS,
08-07-00
ACPR # 23.1, SITE REVISIONS,
1-12-01
QCPR # 16. SITE REVISIONS,
1-9-01
ACPR # 79. POND REVISIONS,
5-30-01
%eet Nwber
C-2
Date plotted: 05/30/20012.28 pm
File: BMHC2.DGN
wa
Plotted with n:\hdr\plotcfg\ooefult.plt

('C'Apq`
IEGEND
+977.41 EXISTING SPOT GRADES
-- 977 --- EXISTING GRADE CONTOUR
EXISTING FIRE HYDRANT
- EXISTING CURR Tn RFMAIN
EXISTING EDGE OF ROAD
0 EXISTING POWER POLE
INV87 EXISTING LIGHTPOL.E
PK S m w-- 0--- EXISTING WATER LINE WITH VALVE AND MANHOLE
_ Sp- EXISTING STORM DRAIN WITH MANHOLE
RESIDENTIAL SS-O- EXISTING SANITARY SEWER WITH MANHOLE
-_
ur EXISTING UNDERGROUND TELEPHONE LINE
E EXISTING ELECTRICAL LINE
, -9 \ 2` _ _ //� �j G EXISTING GAS LINE
�I�S 0�~ -- `�� \ \\ �� _� V ►7�lY------- PROPERTY LINE
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INV. i `` �� EXISTING TREE TO REMAIN
81 . oQ SIGN ~�.,� \- - '
r �
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I' R.R. SPIKE IN L�
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_ �-~=-- I \ \ \ ��'�
a`O PP ASSUMED \e� L -=x�� _`����\ �` \� �2_S T4° _p=VLcO
ELEV. 90 07 �_`_ \� -`39 1T�• 100r
\ _ �' - CCNSTRIICT I ON ENTRANCE _ Rlw 1
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r DURING C-GWRUC-T-I-AN+_PROVIDE TEMPORARY 24 WI E, fi0 D G. 81 HIC 9 0 PKS
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98.
50 12
1-4
_
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: + CALCULATIONS FOR THE DETENTION 18 RCP I I C° �', 7. SD SIL CE S RROUNDI NG ' ` �.11ti �5" RC �98.55+'' gg �98
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ti BE DEVELOPED LATER WITHOUT I,, `";I4 . ,�1. u1" 5'��
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99.aa
f j 87.25 I 1 99.50 sot INV 93.96 \ \ + 98.00
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11 INV IN 79.7 \ 30 \ \ \ \ � \.
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'0 9q`. �' \ 1(Y\ PVC\
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f SCOUR HOLE + B 5�1 6.80 \ \ 94•:75\ S \ �' \ \ \71
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INV. LOPES MAX. ABOVE I� 79.14 \ 9 SEA }� 94.5 \ 1 , INV R95\ 0
75.49 ��r LEVATIQN 81.00 rr \ �� 93 9q \ + SOD \
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-r+ 36 LIN. FT. \ o \ 93.6 i / /
EMERGENCYJ� � \\ 94 5 e 94f58 94.581 1� / / / FLOOR ELEV. 99.00 6" RD CO
JI r, SPILLWAY 843F@�f'' g4• I 10" PVC
f" 15' WIDE j 98.00
r 44.50 m 1' s % 99.00
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f 97.5
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300 + 1 I I 95' 0 l i 1� ; '��98.0
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1 SEDIMENT BASIN DURIN 89
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\ 5x5 CbNC. PAD / \
+ R SE A NING OF C A N US ` 2 8� 88 \ \ \ 1 99. / 99,0/
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- 84 +
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\ r
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5.0' TO COPELA -� _ \\ \ \ \ \ ��• 95 /SEED
INV.78.86 PROPERTY LINE = �= �= 8g a''` \ SEED
PEN = _ ti \ ♦ \89 g�j \ /
l 4: Cb
1�'L S MAX. ABOVE $4.00 ---
ELEVATID 00 IS PROPER _�- ` \\ \ \ �0. TIK0 STOOP
TY f _.` 1 \ \ \\ \AREA\\
\\SEED \�\� �4_ _✓ -_
86 \ \ \ems �� 93__ o,
_ p)
\ \ \
R.R. SPIKE IN PP
_ ______
ASSUMED ELEV. 87.46 ��. ' \ \ \ z�
_INV.
I DER
IV
pq �E0cri
•.
98.80 ;�, moo E I P
Rlw
98.
t" 98.5
� f
/ f
[ NV- 93.a5 � /
/ f BLANCHE M. PHELPS
98.35 ! DB• 705 PG. 439
O
a. ' 1
roc i AGRICULTURE
' r 1
r
f
co I
RUSSELL M. PHELPS
"' DB• 740 PG. 216
�
AGRICULTURE
Ch
>\ 1 0
95 75 f N PREFORMED SCOUR HOLE
r
� f
rr PERMANENT BERM
6" PINV r 1
v
f
I- 94 -
EROS I ON CONTROL PLAN OBJECTIVES -' ''`' \ ��✓
1. CONDUCT WORK SO THAT ALL SOIL, FUELS, OILS. BITUMINOUS MATERIALS, CHEMICALS. SANITARY SEWAGE, - _�_
RESIDENTIAL ��_�� \ 1 SEED
AND OTHER POTENTIALLY HARMFUL MATERIALS RESULTING FROM CONSTRUCTION ACTIVITY ARE CONFINED
WITHIN THE LIMITS OF THE SITE AND PREVENTED FROM ENTERING PUBLIC STORM DRAINAGE SYSTEMS.v
WATER COURSES, RIVERS, LAKES, RESERVOIRS, OR GROUND WATER.
2. STRIP VEGETATION. GRADE, AND PERFORM OTHER SOIL DISTURBANCES IN A MANNER WHICH MINIMIZED
SOIL EROSION. ���� � � ���'IRS
3. RETAIN AND PROTECT EXISTING VEGETATION AS MUCH AS IS FEASIBLE.
4. KEEP AREA WHICH IS EXPOSED AND FREE OF VEGETATIVE COVER TO A MINIMUM, WITHIN PRACTICAL LIMITS.-91 r �� -��✓/ //
5. PROTECT EXPOSED CRITICAL AREAS DURING PROLONGED CONSTRUCTION OR OTHER LAND DISTURBANCE INV7, 00
i /
BY TEMPORARY SEEDING. MULCHING OR OTHER SUITABLE STABILIZATION MEASURES. 7s.78 �� -- I S/ /
6. AS AREAS OF THE SITE BECOME READY, TOPSOIL. FINE GRADE, AND SEED OR SOD. REVIEWING AGENCY INFORMATION 4 72°45'59rW
- \53.48' l IP / S ` '$I"W, 36.64'
O ACREAGE OF DISTURBED AREA: 10.22 ACRES 1,
O ACREAGE TO BE VEGETATIVELY STABILIZED: 6.72 ACRES . rj�
GENERAL SEQUENCE OF CONSTRUCTION O DURATION OOF F CONSTRUCTIONSURROUNDINGLACTIVITY:SEE PLANS THAN 18 MONTHS
LAND USECONSTRUCTION OF THE NEW BERTIE MEMORIAL HOSPITAL IS TO COMMENCE IN JANUARY 2000 AND CONTINUE FOR A PERIOD NOT O SOIL INFORMATION: THE BORINGS ENCOUNTERED GENERALLY CONSIST OF LOOSE Q NATHAN R. COPELAND III
h
EXCEEDING 18 MONTHS. AT THE BEGINNING OF THIS WORK AND PRIOR TO GENERAL EARTH DISTURBANCE, THE CONTRACTOR SILTY OR CLAYEY SAND (SC) AND FIRM SANDY OR SILTY CLAY ICL, CH) NEAR THE SURFACE UNDERLAIN BY SOMEWHAT � ~' P.C. A PG. 1016
SHALL INSTALL THE FOLLOWING SEDIMENT CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING THE SITE. FIRMER SAND AND STIFFER SILT AND CLAY. 4
1 EXCAVATE AND SHAPE THE SEDIMENT BASIN. O SOIL EROSION AND SEDIMENT CONTROL SPECIFICATION: SEE SECTION 02270 �wo
2. INSTALL PIPE SPILLWAY IN THE SEDIMENT BASIN. O SEEDING AND SODDING SPECIFICATIONS: SEE SECTIONS 02930 AND 02935
3. INSTALL PERIMETER DIKES AND SWALES AND DIRECT WATER TO THE SEDIMENT BASIN. O TEMPORARY SEEDING: SEE SECTION 02270 Q
4. MACHINE COMPACT BERMS, DIKES AND EMBANKMENTS FOR THE BASIN AND OTHER DEVICES. a METHOD OF SOIL PREPARATION• SEE SECTIONS 02210 AND 02920
5. TEMPORARILY SEED BASIN AND BERM SLOPES NOT DRAINING TO THE SEDIMENT BASIN.
6. THE CONTRACTOR SHALL STRIP AND STOCKPILE THE EXISTING TOPSOIL WHERE SHOWN ON'THE PLAN.
7. THE CONTRACTOR SHALL BEGIN THE GENERAL EARTH EXCAVATION AND BRING THE SITE TO THE REQUIRED ROUGH GRADES.
8. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL REVISE, MODIFY, MOVE, REESTABLISH THE EROSION
CONTROL DEVICES AS MANY TIMES AS NEEDED IN ORDER TO PROTECT THE SITE DURING THE VARIOUS STAGES OF
CONSTRUCTION ACTIVITY.
9. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL DEVICES BY INSPECTING THE DEVICES AFTER EACH
RAINSTORM AND REPAIRING OR REPLACING ANY DAMAGED OR MISSING ITEMS.
10. AT THE CONCLUSION OF THE CONTRACT PERIOD, THE CONTRACTOR SHALL EXCAVATE THE SEDIMENT AND RESHAPE THE
BASIN TO THE FINISHED CONTOURS. THE BASINS SHALL BE CONVERTED TO A DETENTION POND BY REMOVING THE PIPE
RISER AND INSTALLING THE CONCRETE END SECTION. ALL DISTURBED EARTH AREAS SHALL BE SEEDED WITH PERMANENT
GRASS.
11. NEAR THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
GRADE THE AREAS PER THE PLANS, AND SEED ALL AREAS WITH PERMANENT GRASSES.
12. CONTRACTOR TO FINE GRADE AND SEED AREAS AS THEY BECOME READY.
O NAME OF MUNICIPAL TO RECEIVE WATER FROM DETENTION / SEDIMENT BASIN:
CITY OF WINDSOR. NC
O PERSON RESPONSIBLE FOR MAINTENANCE DURING CONSTRUCTION: CONTRACTOR / OWNER
O PERSON RESPONSIBLE FOR MAINTENANCE OF PERMANENT MEASURES AFTER CONSTRUCTION: OWNER
O EROSION CONTROL DETAILS: SEE SHEET C-4, THESE DETAILS INCLUDE PERMANENT
SWALE, PERMANENT DIKE, DIVERSION DIKE, SEDIMENT
BASIN WITH PIPE SPILLWAY. AND PERFORMED SCOUR HOLE.
O FOR STORM AND DETENTION POND CALCULATIONS► SEE ATTACHED DOCUMENTATION
O FOR EROSION CONTROL CALCULATIONS, SEE ATTACHED DOCUMENTATION
O FOR SEDIMENT BASIN CALCULATIONS: SEE ATTACHED DOCUMENTATION
SUMMARY OF DETENTION POND CALCULATIONS: STORAGE REQUIRED = 31.950 CF
STORAGE PROVIDED = 35,152 CF
BLANCHE M. PHELPS
DB. 705 PG. 439
SWALE TO DIRECT OFF -SITE
WATER TO EXISTING DITCH
NORTH
FDq
HDR Architecture, Inc.
1101 King Street, Suite 400
Alexandria, Virginia 22314-2980
[phone]
BERTIE MEMORIAL HOSPITAL
University- iealthSystemsafFasternChralina
Windsor, North Carolina
SOIL
EROSION
AND
SEDIMENT
CONTROL
Project
r
00026-001--030
to
AUGUST 16, 1999
Project Manager
J.
DRAHEIM
esign
J.
DAVENPORT
Architectural
R.
LUND
tructura
W.
BRYAN
Mechanical
S.
WILLIAMS
Electrical
G.
KL£MAN
Civil
B.
KALLMER
raven B9
B.
KALLM£R
K.
BEREUTER
Scale
SCALE: 1" = 40'
Revisions
SEDIMENT CONTROL REVISIONS
12-17-99
QSTATE COMMENTS
1 1--11-00 , CI-1
CPR # 79, POND REVISIONS,
2 5-30--01
eet Nimber
C-3

Al
TI
TI
ELEV.
84.00
BLUE PAINT (TYP.)
3"R
FENCE POSTS
FENCE FABRIC
5° 6„
CONC. PAD (SAME AS
2+! _
CONC. WALK PAVING)
p
6 r,
"-5
BOND BREAKER
23°
7-77
1„ g"
D '
1r_0a
CONC. FOOTING
r
CENTERLINE OF PARKING SPACE
SEEE SPECS.
N
•-p•;- LIJ
ACCESSIBLE SYMBOL
NO SCALE
-.
FENCE
POST
FOOTING
NO SCALE
NOTE: CRUSHED STONE, SIZE
LOCATE A STABILIZED ENTRANCE AT EACH POINT 1" TO 21/2", PER NCDOT
OF EGRESS TO A PAVED ROAD
cnr u1�I r��! tlrirlCh
U. S. HWY. 17
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
SILT FENCE SURROUNDING
STORM STRUCTURES
NO SCALE
TRIM TRASH RACK TO 54"DIA. TRASH RACK
GO AROUND 24" PIPE AQUATIC POUR CONC. AROUND
SEEflING fE COLLAR W/ PIPE CONNECTION
"
#6 x 18" REBAR ANCHOR PIN
12" 2 12
6' MIN.
ELEVATION
#6 REBAR ----,, 2" 4" 2"
d NOTE: CONTRACTOR MAY SUBMIT
"LOCAL STANDARD" FOR APPROVAL
Q • �
b
A
SECTION
CONCRETE WHEELSTOP
NO SCALE
TOP OF CURB ELEVATION REMAINS
CONSTANT UNTIL A FULL DEPTH
CURB IS ACHIEVED
TACTILE WARNING
SURFACE WALK PAVING 6" FULL DEPTH CURB
CONCRETE CURB
2„1 /2"
Ali ON LENGTH VARIES, DEPENDING
-1
✓ ON ON ROAD GRADE
GRADING OF ROAD SLOPES
DOWN TO REVEAL A 6" CURB
TACTILE WARNING SURFACE ISOMETRIC
NO SCALE
TAPERED CURB AT BLDG. ENTRANCE
NO SCALE
1"
1'-0" ACCESSIBLE SIGN (TYP.) MOUNT W/ CORROSION 101 VAN SIGN WHERE
RESISTANT STOVE BOLT REQUIRED per G
(DEFORM THREADS AFTER
VAN ACCESS IBLE.SPACE INSTALLATION)
CONIC. WALK PA'V I NG
ED,GE.OF VEHICULAR TYPICAL GALVANIZED I 1
PAVING I I i
STEEL SIGN 101 rnT-A
1
WHEELSTOP AT LOCATIONS PAINTED LINES VAN SIGN WHERE ° z Q v,ur-�rcEssiaLE
INDICATED ON DRAWINGS REQUIRED 101
In
0 3' _0„ 2" SQUARE GALVANIZED o ACCESSIBLE
STEEL PIPE PAINTED BLACK ' o SIGN DETAIL
ACCESSIBLE SYMBOL "' o
CENTERED IN m
PARKING SPACE (TYP.) FINISHED GRADE
ACCESSIBLE SYMBOL
81_0" 51_0"I 111_0" 15r_prr l
CONCRETE
ACCESSIBLE PAINT STRIPING
NO SCALE
2' MIN.
FLATTER
_tx ►Z�, 1 11vb uK KuUGH GRADE
DIVERSION DIKE
NO SCALE
a
ACCESSIBLE SIGN
NO SCALE
0
A T P—FNTPA 1 NFf1 rnN(RFTF .
COMPACTED SUBGRADE-­`
CONCRETE PAD FOR MOBIL CT
NO SCALE
EXP. JT. W/ SEALANT
6„
6'
W/
CHAIN LINK FENCE
BARB WIRE TOP
AIR -ENTRAINED CONCRETE,
3000 PSI MIN.
#6 @ 9" OC EW,
2" CLR.
CONCRETE VEHICULAR
PAVING
SLEEVE
#6 @ 11" OC EW,
3" CLR.
.p• .p �
p.1�
L'.moo
00D 00 0°
PO 0 O° aCP° a
°°�° °o 00 °�°80
4�000)0
°o
L^i�3 tfRCULAR KEBABS 36 CMP RISER, PERMANENT POOL WATER
ELEV. 81.00 3`-6" LG. ELEVATION 81.00 AGGREGATE BASE COURSE
----------- --- ---------------------------- --- --- --- - ---- -------------------------------------
84 ELEV. 82.00
SLOPE----- ---- ------------------------------- ------ ------ -------- - - - -- ------- 8-3----------- -------- ----- ------------------
6aj-7---------EtfV;'--8fl.0G------82-------- -- -------------------------------------------------------- 4: r CONCRETE OXYGEN PAD
_ _ \- p SOP
0
r _ _ , 0-•---•---------------------------$1--------- ------------•---•....--..-........•-..-..•-•--•---• A:1 5 C E NO SCALE
24" RCP 24" CMP ..--------------- ----- 80---- �r---.-.------------------------------ ,�; Shop
1 StO-------------- -----
� 79 -- 0
----- ------------- :1
P•.
24 P i i FINISHED GRADE 4
�INV. 79.00
12 ELEV. 77.00
CONCRETE BASE,
3000 PSI SEE SHT. C-1 FOR LOCATION OF AQUATIC
SEEDING AT DETENTION POND. INSTALL
OUTFLOW STRUCTURE FOR ��_@_'�%'°`� BETWEEN CONTOURS 80 AND 81.
PERMANENT POND �'°+a`� 5��`S� °P FINISHED GRADE
+�4 1 COMPOSTED ORGANIC SEED MAT
_ MATTER
NO SCALE 2 q" TOPSOIL AQUATIC SEED
s
IF STEEL PLATE IS USED, WELD GALV.
ANGLE TO BOTTOM FOR STIFFENER ri
�If111
TOP IS 54" DIA. CORRUGATED METAL OR o PRESSURE RELIEF --ITI—
l�g" GALV. STEEL PLATE WITH PRESSURE iHOLES (12" DIA.)
RELIEF HOLES. IF CORRUGATED METAL IS (FOR STEEL PLATE)USED, HOLES MAY BE OMITTED IF ENDS OF �i� � HASP \ VAVA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/\ VA/
CORRUGATIONS ARE LEFT FULLY OPEN ii�\//\/j\/j\/j\////\//\////\//\//\//\//
WHEN WELDED TO TRASH RACK. 1 HINGE °�\\��\\�/%�\�/%V/%\�//
SUPPORT BARS
SPACER BAR m ° ° 3%' SO. WOOD STAKES+
(SAME MATERIAL AS 8 LG., 3' OC MAX.
SUPPORT BAR) BOLT HEAVY DUTY
23%" HOLE, BOTTOM PLAN GALV. HASP OPPOSITE
,r AT ELEV. 81.00 SIDE OF HINGE AQUATIC SEEDING DETAIL
TRASH RACK IS 54 DIA. CORRUGATED 54" DIA.
METAL PIPE OR FABRICATED FROM ELEV. 82.50
GALV. STEEL PLATE. BOLT HEAVY DUTY NO SCALE
GALV. HINGE TO
NOTES: ONE SIDE - -
1. THE TRASH RACK MUST BE FIRMLY ISOMETRIC TOP OF RISER
FASTENED TO THE TOP OF THE RISER SPACER BAR ELEV. 82.00
BY 'U' SHAPED GALV. STEEL STRAPS 5
OVERLAPPING SUPPORT BARS AND (SAME MATERIAL AND
SCREWED TO RISER. SIZE AS SUPPORT BAR) PIPE OR ANGLE
SUPPORT BAR
36" DIA. CMP RISER
TRASH RACK FOR NOTE:
OVERFLOW STRUCTURE ELEVATION PADLOCK FURNISHED
BY OWNER
NO SCALE
Plotted with h:\hdr\plotcfg\hp_I00.pIt
0
CONCRETE VEHICUL
PAVING-6" THICK
#4 TIE BARS, 30" LONG
DEFORMED BAR, 30" O.C.
SEALANT
,
2" X 1" KEY
CONSTRUCTION JOINT
SEALANT ---,,,,(SAW CUT 1/4 DEPTH MIN.
• A' 4 � • Q• b D •
LONGITUDINAL AND TRANSVERSE
CONTRACTION JOINTS
TYPICAL PAVING JOINTS
NO SCALE
EXPANSION JT ALL PLAN DIMENSIONS TO
BACK OF CURB UNLESS
CONC. WALK PAVING NOTED OTHERWISE (TYP.)
ASPHALTIC
SURFACE COURSE
8 1/2"
ASPHALTIC
BINDER COURSE
1/4" 3"R
REVERSE SLOPE WHERE
..
DRAINAGE IS AWAY FROM CURB
a SLOPE GUTTER
SLOPE
GUTTER @ 1/2"/FT.
a AT 3/4"/FT.
X.
w
\\ o .
o 7'D;�
NHDR
Architecture, Inc.
o
° o°�^
1101 King Street, Suite 400
Alexandria, Virginia 22314-2980
(703) 51 B--8500
COMPACTED SUBGRADE AGGREGATE BASE COURSE_77
ASPHALTIC CONCRETE
PAVING
CONCRETE CURB AND
GUTTER
CONCRETE WALK PAVING
NO SCALE
o ALL PLAN
DIMENSIONS TO BACK OF
CURB UNLESS NOTED OTHERWISE (TYP.)
CONCRETE VEHICULAR
PAVING
CONCRETE WALK PAVING
1.5 THICKNESS
8 1/2"
FINISHED GRADE (TYP.)
� •
1/4 " R
2% SLOPE (TYP,) 1 /4 rr 3 "R
BERTIE MEMORIAL HOSPITAL
SLOPES AWAY FROM CURB.
UniversityHealthSystemsofFasternC&rolina
d
Windsor, North Carolina
/7777
///\�\///\y
/ / EX. OR NEW PAVEMENT
EXPANSION JT. a
SEE SPECS.
3' -0"
9
THICKENED
EDGE
COMPACTED SUBGRADE
CONCRETE VEHICULAR
PAVING
CONCRETE WALK PAVING WHEN WALK IS PERPENDICULAR
TO CURB, USE 2' FLARE
j TACTILE WARNING SURFACE
CURB i (NOT FLARED SIDES)
--:-,
6�
ISOMETRIC
TACTILE WARNING SURFACE
NO SCALE
CONTRACTION JOINTS
(SAWED AND SEALED)
NO SCALE
RED PAINT
(6" WIDE)
.I
10' 10' 10'
12 rr
EDGE OF
RED PAINT .
CONCRETE PAD
1'-4"
EE
'WHITE PAINT
(SOLID)
:
i411 61_811
CONCRETE WALK PAVING
NO SCALE
EDGE OF PAVING AS
SHOWN ON PLAN
1211 ASPHALTIC SURFACE COURSE
dL
ASPHALTIC BINDER COURSE
-U
o00 O O a° O O ° O°OHO
o ° ° © 0 0 � a ° QO � O� v,
o OLLJ
`� 8 000 0 0 0 8L000No ° Q Oo ° 0 ° o
AGGREGATE BASE COURSE
ASPHALTIC PAVING WITHOUT CURB
SITE
DETAILS
Pro ect Number
J
NO SCALE
00026-001-030
ate
AUGUST 16, 1999
Project Manager
GUTTER WHERE REQUIRED 1r_Orr Err
BACK OF CURB J. DRAHEIM
FACE OF CURB-- CONCRETE COLLAR Design
AROUND FRAME J. DAVENPORT
6 r d ?7Q 4•. pr :.
MANHOLE STEPS @ 1 r _4 r,
0. C. WHEN DEPTH Architectural
--. -� -� �- . ©000 f'=—• :•�R J EXCEEDS 4 FEET
CONCRETE W/#4 @ '' t CA= R. LUND
S1,Oe�`I o000 SLppE 1'-p" O.C. E.W.
�• dStructural
— 1 —• — — — — — : �� �? y w
ul W. BRYAN
,-oil 2, _0„ 2, _011 31_01
r 2, -0,r - . CONCRETE FILL
Mechanical
KEYED CONSTRUCTION "`ad.•.••� "'
JOINT W/2 - #4 X30"'�"J' S. WILLIAMS
CDNC, BASE W/#4 6" 2,_p" 6r
PLAN @ 1 r _0,r O.C. E.W. Electrical
SECTION G. KLEMAN
CURB I N L E T NOTE: ALL INLETS TO BE THIS DETAIL. civil
:.'''. NATURAL CONCRETE
NO SCALE
. . SURFACE
40' L
CONCRETE HELIPAD
NO SCALE
6" ID GALV. PIPE
FILLED W/ CONCRETE
NOTE: 10
AND PAINTED YELLOW
1. PERFORATE TOP 2/3 OF RISER.
2. AT CONCLUSION OF PROJECT, REMOVE CMP
RISER AND INSTALL CONCRETE END SECTION. -1
3.. SEE SPECS FOR ADDITIONAL REQUIREMENTS
FOR RESTORING AREA AND DETENTION POND. 1'-6" DIA. EXPANSION JOINT
CONC. FOOTING WITH SEALANT
SCHEDULED CLEANOUT ELEV. 82.00
R SER ELEV 83 00
4:1 SLOPE 10' MIN.
TOP OF I ELEV. 85.00 n' L
v.
36" CMP RISER PERFORATED RIP -RAP
WITH 11.,2 DIA. HOLES 8 .' SIZE 91�Zr
APART VERT. AND 10 APART °° °° / \��\\ 3.1 SLOPE MAX.
q
06 06
°° °° INV. 79.00
SEDIMENT \/j;\/ P A
24 RCP -III \ FILTER - -
/ A� CRETE TYPAR #3401 btU I IUN
SEDIMENT BASIN WITH PIPE SPILLWAY PIPE BOLLARD PREFORMED SCOUR HOLE
CONCRETE��
NO SCALE
NO SCALE
NO SCALE
FRAME AND GRATE - NEENAH R-3246
W/2" RADIUS ON CURB FACE
B. KALLMER
Drawn By
B. KALLMER
K. BEREUTER
MANHOLE FRAME AND COVER/GRATE Scale
M-1: NEENAH R--1784 NO SCALE
M-2: NEENAH R-2680
FINISHED GRADE (TYP.) (OR APPROVED EQUAL.)
Revisions
CONCRETE AROUND ADJUSTMENT RINGS SEDIMENT BASIN REVISIONS
FRAME AS NECESSARY 12-17-99
' D I A. ` '3 • ECCENTRIC CONE STATE COMMENTS
1-11 0 C -1
MANHOLE STEPS
1/4" CEMENT MORTAR °.
JOINTCC
5" (TYP.) 4' DIA. MIN. 1'
PRECAST REINFORCED
CONCRETE jF:
.J• t•
INVERT ELEVATION j
CONCRETE FILL
-'--4" (TYP.)
5'-6" DIA. MIN.
CONCRETE BASE W/
#4@12"O.C. E.W.
STORM MANHOLE
NO SCALE
-0 , I
CPR # 1, DELETED DETAILS
2 3-13-00
CPR # 6.3. SITE REVISIONS,
3 08-07-00
CPR # 16, SITE REVISIONS,
4 1-9-01
CPR # 79, POND REVISIONS,
9�FXAIV 17R��`'
Sheet Number
C-4
Date plotted:07/26/2001 3:23 pm
File. g:\Bert0026\Cc4dd\Dgn\brnho4.zlp