SW7060118_APPROVED PLANS_20020301

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
C
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

copyright 2005 Hite associates
CALL 46 HOURS BEFORE YOU DIG
i
I
tpsPµA?IN EPl18LICf L
NCGS ,Ap4l),,IENT N164 I —
# ELEV.•14.47
NC HIGHWAY 92 CARTERET STREET
(RlV1f VARIES 45' B18 PUBLIC) ,p/W
5 73.06-56' E 210.40'
ECM
S 73.06,561, E 369.59'(TOTI 50.2? SR 5 73.06'S6" E 213.75'r — S 19.2T 0, W
— 339.37' � 2p,96'
— SIP S 69-49'05" E 150.05, IP
SIP ECM
� I
I CHARLES A. DoWNIE�
DB 1003, PG 646 -
c O OF BATH
I
TO* f
PULP STATION
EMI I N M13 23, PG 13 N 1
w I SEAS I I)AY, i_LC I
6,8. MIDYETTE'S SUBDIVISION � i `.J DB 1277, PG 575
B/tyEBpLL FELO '� (�
N
a M'�p17 ONLY) ,� 0-
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al
� MB 4, PG 53 � s I
co O I
5 70.2 3 "
a
SP
SOUTHERN BANK &TRUST
70r1,PGY307
/ \ N 7NOTOO" W 200.00
/
I
I \ \ \ n
S 59.45'SO" E 40.69'
S 67.42'24" E 60.04'
\ S }
/// \1 '•1 \.1 `.\ \\ \\ 63•IB'08"E 99.13'
3
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n - s �.yiaSll�ri� \.-7 \ \\ \ `:\ \ \ / ; I EIP
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' COMPETE CONSTRUCTION OF SUS PARKING I
200 Bruilding \\ \l' C� STONE SASE DURING PHASE I CONSTRUCTION. N 1
r Gl4ss�� nril ;: \\ �'/ ��� BUS LOT AND NEW CANOPY TO BE COMPLETED s
Stln V ' AS SOON AS CONTRACTOR Sl ORAGE AND STAGING � 2 a [
.. Building \ IS CLEAR (NOT DURING PRASE It). ! & I I
}
U » r d i j
f 1 "
• � F--+-�... �� 4 � 6k k Iti � f h r �a� � �, s ' S ; � ' �-: arx �s /� ^ e � � � �: v � `a k � } -- } 4•�. •
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Visitor $' ' ��-. ' ' '' � �� � 1
+�� _ a o
is
Parking
F
r .
: EIP-
EIA N 7206'DO- w 169.63'
ro r P #a nix �, :.�. - 'g t--•---"-'' \
MARY B. RESPESS I Existing
666 PG 662 1 r F -.as , k
b
D13 Cl scoom:=
North Carolina One
Call Center Inc.
(iJCOCC)
1-BOO-G32-4949
"� �" OF ANY EXISTING UTILITIES IN LEAST
AREA
RIME r AD70R PERFORMING EXCAVATIONS OR UNDERGROUND WORK
EACH P 1-8Q0••B32-4949) A
SHALL BE RE5PfaNS:SLE FOR THE LOCATI
OF THE1R WORK. NOTIFY THE UTILITY LOCATOR SERVICECONTACT THE SCHOOL MAINTENANCE
TO COMMENDING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
4B HOURS PRIOR CONTRACTOR SHALL USE IN THE AREA MAY BE FLAGGED ANDTE STAKED. KNOWN OR SUSPECTED TO CONTAIN
DEPARTMENT TO LOCATE
WORKING AN AREASKNOWN
IN AREA•
CARE NECESSARY
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
EIP
S �ShsB.�
M
tY1
4
t�.
N
GENERAL SITE NOTES = 1%
1.
THE PARKING LOT SHALL BE STRIPED IN ACCORDANCE �THYC�ENSITY EXCEPT FOR CO-
1
WHICH SHALL DE COMPA'G40-0
TED TO 14f3°% MAXIM DR � cn
Z. PAVED AREAS SHALL BE C ACTED TO 95°� MAXIMUM D
THE TOP 6' OF S E WITH AASI-ITO-T99. SECTION 520 �� N
DENSITY IN ACCORDANCE.
AGGREGATE BASE COURSE SHALL F CATIONS ABC CONFORMING T �
3. z
OF THE NCDOT STANDARD SPEC
CONCRETE SURFACE COURSE SHALL
CAT ONSPE 1_2 CONFORMING TO
4• BITUMINOUS C
SECTION 645 OF THE NCDOT STANL BE N ACCORDANCE WITH SECTION 848 OF THE
5. CONCRETE SIDEWSTANDARDLKS SHAL
SPECIFICATIONS N `-
NCDOT
ca
g. TOTAL PARKING:
MIDDLE SCHOOL j
gQ (including HIG accessible)
TOTAL. PARKING SPACES PROVIDED ----------- --- 3 Q
TOTAL HANDICAP SPACES -------------------- --- C
i� BLS
POSED THAT UNDERGROUND SANITARY SEWER, TELEPHONE, WATER,
7, IT IS PRO
ELECTRIC UTILITIES WILL BE INSTALLED,
AND SEDIMENTATION CONTROL PLAN IS REQUIRED BY NCDEHNR. .�
8. AN APPROVED EROSION Q)
DRIVEWAY PERMIT IS NOT REQUIRED BY NCDOT- )
g. AN APPROVED
AREAS: THE GENERAL CONTRACT SE AREAS R SHALL COMPLETE
BE USED AFTER LNG
10, DRIVES AND PARKING
GUTTER AND STONE BASE AS SOON AS POSSIBLE- THE C REPAIR THE BASE FOR PAVING.
CONSTRUCTION OF STONE BASE BY OTHER PRIME CONTRACTORS AS CONSTRUCTION STAGING
AREAS, PRIOR TO PAVING, THE GENERAL CONTRACTOR SH ETERMINATION OF RESPONSIBILITY
CURB AND GUTTER CAUSED l3Y OTHER CONTRACTORS WILL BE PAID
REPAIRS TO DAMAGED
4T7=CT. THE OWNER, THE ARCHITEC , HNG AND GENERA
NE WORK PLAN THATR
FOR BY THOSE CONTRACTORS, INSOFAR A5 A REASONABL I ACCOUNTABILITY.
CAN BE MADE BY THE ARC
AND ALL OTHER PRIME CONTRACTORS WILL DEVELOP A STAG
TORS TO EXECUTE THEIR WORK EFFECTIVELY AND WITH
gCCOUNTA
WILL ALLOW ALL CONTRALTO EXPANSION AND SCORED
SHALL ViAVS 112 " WIDE WITH EDGES 1
17. CONCRETE WALKS ANVEDO LOCATIONS. EXPANSION JOINTS SHALL SEALANT - P1�OVIDE AT ALL 1
JOINTS IN PRE-AP1'RO
TO
OLED TO 118 11 RAD. AND FILLED N St_OPET QR DIRECTION, AGAINST EXISTING OR NEW E
CORNERS, INTERSECTIONS, CHANGES L INTERVALS NOT TO EXCEED 5 FEET.
INTERVALS NOT TO EXCEED SD'- SCORQ D INOINTS SHALL BE SCORED
OR PAVEMENTS, AND AT IN 118 ", AND SHALL 13E PLACED
(w DEEP MINIMUM AND RADIUSED
Q
12, ALL C IN LINK FENCING BY GENERAL CONTRACTOR.J > �
LU
Z fl o
Y WSUBDzvkSlpN of W. B. MIDYETTE,
( , Jr. PROPERTY z w ut `►�
D $37, PG 799 #MAP REFERENCI=) U_ N
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LU
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��'�� � __. � // .� f�fi, �a �"ra ��", pr ire,' �w "�"r'J�s�ii-�w Yr: 't��'r��� 1 � ei'`�r. � n T PH�
' .ri�,. :::.�: . c.: ..-.., : `: :---. .....,-:: r / � ,: .,.. � a. � +rrd J,, n,r + CM1, �°,„ x:.:Tr,,,. k. Y .
ry •� �.. � _ 1 PROJECT - i / i;�'aS ''Y r v -}.'.'i' , w-;;.as •; +t" }:};. , . +tY 5 r z v Y;.„, a :�ti.'' ',. �-K.. `r:-: 1 ow to assure
t Dro IJ ;?;r�' ("s ?..."j""::q % /'r/ a;. a c ".,si,:, v i¢'� i r: �l. „J:x' r ,l .v .,,.r-0 aT ::i,Gm.1irK-- r`" �i" a owner parent P r w,.„ scheduled with #h
31 i' G' � M�In ^�t'r iF,,. �� x ?�.' � `�.'. >s, .. SW �
,4 :rt andll times•
I ,,1` - i `�-.. !'/r - Icy r:,,'u ..:'N ;l1` a-4•�•r jt3 '_.J';-x, L:, f ` coordinated n� at a
Pick Lanear. ti4 �., d waric shall be of Bath Eleme ry
3rld t s k: w: ° � I - r x w t l . AEI t operatlOtl area Of all
c.. 7 4 uninterrupted
storage
r and the
"
r ;.
( d hY LY a
• x � m rk
unimpeded wo
� h
i /� to I la
/y Iso all
r a� k shall t
ha a
r � � � � r• � r s as
ct a
PARKING ,z � � Contra
49d
E
i
RK a
1 N OF FrtoNT PA x ". j The General G School OCCi�
-= COMPLETION FED ^' :, �, . „' ..: .r �v , �. r �- /� � . �: p f.:. � � ��� s „k � }F . a :4. � � � � �_ _ ration
nd
LE ,. � a
s
BE COMP x • / , ; ':' r r # school ope to Project
- ,III due /�T AND DRIVES TO ,•.•{ /��� -' , ,o ; 1] �s+eo ap from n rstao at d
LOT �C11V,� {/Vntra ilde
R S t]
CONST , It 1
PHAse it I fencing- Il have #a
RING /
n zoos = � � . �x, b - _ � -,--� - a _ � .. <��. �s s �� . -�: � chain link g• fencin will UST 26, f . /' «: rw .. >:T with 5 coon 9
JUNE 8 AND AUG " + i / , r
BETWEEN.. / r151dera
times and other co tions, that construction
of staff and
Emergencyl Maintenance phasing a nfi ured as needed for the P win s and
I be moved and owner. See other dra g
'reca 9 of the
Vehicle Drive at the direction
- and students
-- - a in formation.
tG en c> specification
for additional fi r
I I sPe classroom and multi-
I erWlCe h": zr W neW
: � _' S K ,, ^;1 > � � .`0 � I I include construction of the l base, and any
II t gravel sha
ll ra
H i A R° ) i'k' �'✓ � and I 5 �' N vi�'3 �" l � t ,�7e a
� � ha
�, �� �" � � � P din � ,¢--. xw. r fa
�a _ t 9 2 to
} r
r t in g fa
y . e r I 1 parking
allowed 9 a g w
I F -- f ,� �' I I P1-iASE building, bus P calendar days olio
r purpose Phase 11.330
r
'r
ands
v- f i
E.
iced
not re
work wo ids.
b
- at
.., ..r... - �,..-.i ,•:: n .4".. n--':Yo.x ,c„ �. _...:,:.; 1 "_: .'., :':`a .. N, U- fi*. n
a
din y
�,. x , � , .:.. � �� g r � , � ;l..... ,-= 7 do
y
Ca
- .,. V '..., ,✓ ', .:...-...:;',» v r:u..: , 3,.,,.. :a .: _. ,. r .. r, e4 3 w. : f ..., r .. ,-E:, r. rr�L ..s.. t, r d;i.,S :a: ''ei .!'.' Ukld
. s s ( ,r � p �'y13 B 9 #Ions,
';'Z;' 5
r.:n :4:., .;{' storm
.: ::;<:. . . ., :' , r- _.i,Yl ✓ ', i $: Y k -.0 ,t -'J Y`:f'p t : 4t h., � related
4 � fi roman::. ; n of all rel fining
xisthg Class
k Ikstallatian
, , {y. f 3 Phase l shall include the installation
o i54.72' 0+25'00" w 355.52' c {yKa 1 ..:,. R_ _`-Gi111td�ng=
storm water detention pond and all relateed erosion conFEniet, measures the in
': I 1R �, �-' Y r 9i+:.£A 6tYt y,Ef " S �DI-4 and the 36'
i LLD c;k �` I r� COMPLETED at the 3fi PESoutleti't� I other rutility work as required with other prime
{ I O C►jFFTNRIb T 9E
ADi31TiON T s k _ - i �.
I f 4e i PETVIIEEN JEJR ' 8 AND $ a5
of Dl 3 to D
DURING PHA..' '
i AUGUST 25, 2Cr'6• k r contractor.
E F= : , �, .. <" l shall in
all remaining demolition of exis#ingbe asphalt areas
I .13. MIDYETTE S SUBDIVISION OF THE SERVICE ® ® Walks, to
W N,o 4 Phase l
y � DEMO ANo 1�� caN. TaucTlaN � PHASE II noted an plans and removal of all temporary
I MB 4, PG 68 D12lVE AND STAFF pAR'JN3 LOT 70 BE COMP! ETE R August 25, 2006•
L DURING PHASE II B�"=EN JUNE 8 To AUGUST 25, 2casi Thursday, .tune 8 and Friday,
3 R/w
TOWN ai BA �! r; parking lot, remaining
MB 23, PG �� o r K 80� Buildi6g
L m g- Phase ll shall include the cons#ruction of tl ti fn ofthe new service drive
�- Exlstirig Claw t piping and basins, the comp
- storm sewer p p 9the completion of the new Cafeteria Dining
` z Buil9 Pa
, sane 8
o ,I and staff al t abe done et Thursday and Friday
" rY between,
yr h vh », tf ,�arrt :.x,. I:? q,� r
F�F Roust 25 2006•
--�y o AL!
� 5; e
LU 1
1.19'
74.40'54" w 17 .97' SP S 21.52'L2" W
EIP EIP
(� � �p EF N 75.0iT7" W 57-63'
N 74.19�2T' w 69.04•
-r N 20-32,52" E p•Bq' _ \\
■� N 74.53'56" W 567.47' r } Y\ (y J
SIP
EPP
W.g- MIDYETTE
LAB 8, PG AT BATH
s�
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T Ar_
APB �
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NORTH �,Rpl I E i551D13 EIP '�
i,11p,AiAGF' � w R 1AL1T`l
prvi8atx� s
n P � :h
}
MR
I StoLTn Water Ps
i ! Detention Pond s
`---------------�------------------
N 74-47'4$" W 38.OT
PLAN OF LAND BELONGING TO WILLIAM
I3, MIDYETTE
MB 9, PG 26
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W.B. MIDYETTE
SUBDIVISION
MB 4 PG 55
Pr°joat No20431
Date
t December 2005
Drewing ac.
W.B. MkDYETTE'S SUBDIVISION
NO, . 2
MB 4, PG 54
001.1 OVERALL SITE PLAN
SCALE r' = sa-a•

PP I
copyright ssociates Q I
f o
I
I ^tea
I I HAROING STREET ry
_
(ASPHALT VARIES PUBLIC) E I� I � . �_� Y A,, � 1 f\ zY�
N, CGS MONUMENT N164 12. 7 12.71
ELEV.-14.47 I 3
(NGVD 29)
0 12.77 PP OVERHEAD UT IT S (TYP) - - _J 12.65
PP 12.66 - - - -
12.77 12.69 OH E PP - - - - -
12.69 12.63 LU H 0 H
Q 12.56 12.43
12.30
OyF O�FRye4O
S 73.06'56" E 210.40' LF/Clues
12.71 12.72
12.74- 2.81 fi SIP 34 12.67 12• 12.75 12.73 1 .67 2,71 OyE
12.70 SIP 1Z.48
2.73 2. 12.53C Si12.81 12.83 •57 12,61 12.61 E 213.75'
BC�F 2.83 _ S 73=06'S6"
12.62 I ///f 13.54
12. 2 12.67
2.56 2,69
12.54 P 12.53
3
1
6 13.07 2.76
I � I
5 N
12.x9 I CHARLES A. DOWNIE
DB 1003, PG 646
3.
3,39
PP ECM f
P 13-00
•75 x 13.55
12,3
12.7E
x
w
ra
r
w =
IL
w
n z
z
J cn
z X
13.01
3.15
W.B. MIDYETTE'S SUBDIVISION
13-20 1.320
w
Nx
,3.
12.76
I x
x
.68 A3.10 13.64
3.15
I
I
MB 4, PG 53
3.38
13.09
12.47
12.53
3.33
z
(
12.67
3.40
/
/
lzss
13.26
16
13.19
SIP
2.95
14,00
13.67
13.26
3.22
S 70.23'32" E 154.02'
13.63
SIP
2.93
13.33
3.62
x
3.44
13.57
13.50
13.37
13.32
0
2.88
3.59
13,57 BC
.41
�?2.32
12.60
13.39
3.58
13.35
I
2.75
DB 842. PG 91
13.13
PP
3.32
.82'
f
2.59
PP
66
21�
13,47
13.56
13.56
13.58
3.56
13.39
2.38
p P
�Ht
12.94
E
. c
12 37
OVERHEAD UTILITIES (TYP) 12
99
13.36
13,11
x
3,51
13.49
13.47 13.48
O
7
°'' -; „ PP PP
97
12.98 2
x
3.43
13,30
0
12.9
��� - •
13.2
--�
I
3.57
12
13.27
n 2.35
c BC
11.92 x
-
ExI$,%ts ASPHALT DRIVE
I
ASPHALT
3.59
N
n
1290
x 13.35
F
13.3
PARKING LOT
PP
x
x13.42
3 GYE
n
13.55
3.51
13.6
EX ASPHALT BUS PARKIN13
13.42
13.2
w
13.46
.t
x x
.: �� t;
I 13.17x
'x
z
2.88�
33
�..
13.39
I M
13.42
3.41
0
cv �'
cn
2+ �
13.33
ro
i
3
z
13.44
- 13.1
(SEX. FH
x13.04 I I
13.45 13.34
13.13 3,29
13.2 3.38
13.09 3.20 13.#2 3.12 13.07
13.10 13.20 13.18 13.07
2.449 ACRES
DB 258, PG 63
12,95
13.09
EXISTING WATER`;
SERVICES
4
4,1
z
'
98
12�7
.
EXIST � T
1 x y 1 60
TOR SHALL
VERIFY
2'
S6TO
T�
REL�
,
.0
0
7
r 3.02
h
a
W
CO
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9
I
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3.15
-
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� 13.12
Z z
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13.29
_ a
f 3.32
1
13.37 c�
tl
13.36 13.35 14.19
1398
14.04
s
13.40 3.42 I a „
1
12.19
S
�xa°
45
2,13f'.,
13. a FINISH FLOOR
14.20' +1-
r
14.2z
40'-''" 0RCP
n
13.46
6t�
� UTILITIE
CB-10
7.� [P OCOVER 13.59
13.63 4 03
13
HOW"�
12.09' 4
y�
3.90
NV-9.2W
5
13, 55
,3.
19
;
3.
13.24 ,+' SFr✓�
13.061
3.17 P P NEW
13.36 P
TPED
OH Jul -IV RCP #
13.39 ! 0.1BX
f IEIA o z e
PP 2.05 'r
N 72=16'00" W 189.63,
EiP
.09 y
x12.96 MARY B. RESPESS{..,-�
I DB 666, S
PG 662 f ,�os
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r
I I ! � _ � • F^ � ;
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1. 3.37
r
f 12,?0 Oy 12.01
Cs
Ha � s �
J
C•f
ID
wi 95'-W
CP U
I i 02 13.06 `O
I=
98
0.
11.92 1 >"1 12.97 13.77
.. 11.93 tia
,�r a
n I 11.69
00.
I I 1188
EX. 24 'r r
a Ex. ce
" SIP
z 11.92 O 24� 159.72'
M�CA�8N 70.25'00" W 355,52
AS REQUIRED
I I r;i_OSE3 AVENUE
I
I I 2.13 12.00
I f I W.B. MIDYETTE'S SUBDIVISION
v0. 4
f MB 4, PG 68
rr j r 1
IA R/W I
CALL 48 HOURS BEFORE YOU DIG
North Carolina One
Call Center Inc.
(NCOCC)
1-800-632-4949
EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA
OF THEIR WORK, NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT LEAST
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
IN THE AREA MAY BE: FLAGGED AND STAKED. ALSO CONTACT THE SCHOOL MAINTENANCE
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA. CONTRACTOR SHALL USE ALL
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING,
EIP
E
13. -
FllalI�H FLOOR 13.80'
;V 10.00'
_ r
40'-112" RCP
60.5
DOORi AND CONCRETE
WALK UNOEIt BASE BD
4
T
.,x a b
AFINISH FLOOR 13.80'
6" THICK CONCRETE PAD I
W/ 12" PERIME I - TURNED DOWN EOCE RCMP 1'
W/ 60112.9/2.9 WWM
13.80 3.38
"Y 13'14
x
s ,F
x'
LEGEND 9ox f3(P
EIP -
EXISTING IRON PIPE
UG -
IININAO
IPS -
IRON PIPE SET
OH -
OVERIEAD
NPS -
NO POINT SET
L F. -
EXI STI NG I RON PI PE
ECM -
EXISTING CONCRM NIXMIT
F/F -
FINISH FLOOR
R/W -
RIGHT OF WAY
P/S -
POINT OF SERVICE
B/N -
BENCH NAfCI;
WIN -
WATER METER
R/RS -
RAI UMAO SPI KE
F/H -
FIRE HYDRANT
B/B -
BACK OF CURB M BACK OF CURB
FES -
FLARED END SECTION
S/O -
SIGHT DISTANCE
H/W -
HEAD WALL
NBA. -
NI NI KM BUILDING LINE
8/0 -
BLOW OFF
R -
RADIUS
GV -
GATE VALVE
C/L - CENTERLINE
BV -
BALL VALVE
-
P/L - PROPERTY UNE
EL. -
ELEVATION
_ _ R/W
12.os - _
H/C - WMICAP
PP -
POiIER POLE
n-ss
n.81 -
TC - TOP OF CLFM/CONC E:TE
T/P -
TELEPNKNE/ PEIL
11.7s
11.9a
veR
~� - -
TP - TOP OF PAYEN'ENT
LIP -
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20431
Date!
1 December 2005
C
201

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LEGEND J''W 7D(Oly
copyright 2005 Hite associates
11.96
11.81 11.76
11.94
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(R/W VARIES 45' BB PUBLIC)
_ 11.94
PP 12.4 11.77
12.7 ECM 11.70 _
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t 7.83
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24
PROPOSED CDNITXRH
LEGEND IS FOR REFERENCE ONLY. SYMBOLS / ABBREVUFIONS
SNOMk DO Nor NECESSARILY APPLY TO THIS PROJECT,
EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA
OF THEIR WORK. NOTIFY THE UTILITY LOCATOR SERVICE (1-800-6324949) AT LEAST
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
IN THE AREA MAY BE FLAGGED AND STAKED. ALSO CONTACT THE SCHOOL MAINTENANCE
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA. CONTRACTOR SHALL USE ALL
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
INV-6.15
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Draw" no.
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3:1
PERMANENT POOL ELV.
TEMPORARY POOL ELV.'
VEGETATIVE SHELF --
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CONTROL SPILLWAY STRUCTURE
TOP - IM 50'
BOTTOM - 2.50'
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RCP INV - 6.40'
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ELEVATION - 4.8'
SCALE: OPOND304.3
36" INVERT OUT - 6.40'
CONTROL SPILLWAY STRUCTURE
TOP - 10.50'
VEGETATIVE SHELF BOTroM 2.50'
FOREBAY
TEMPORARY ROCK DAM—\
DAM ELEVATION - 4.8' EL.6.5
CLASS IV STOKE F
-------- ----------�----------------- IDEPRARY P4a WATEit SURFACE,_7.4r------------------------•---------'------------------ ---------------�JW----._...•..----------•^.-----------_...-...---------_.....------------------------------TEMPORARY P001z WATER �SUR_6 7.4r----------------------------------------..•---------------- --�-
---
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PERMANENT POOL WATER SURF'A1LE 6.50'
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Projmt No.
20431
Dotes
1 December 2005

copyright 2005 Hite associates
copyright 2004 Hite associates
GENERAL SITE NOTES
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH
GRADE LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING I"A ITH GRADING CONTRACTOR, EROSION CONTROL
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. INSTALL PERMANENT WET DETENTION BASIN AND ROCK DAM, DIVERSIONS AND
PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY PRIOR
TO THE INSTALLATION OF ANY FILL.
5. INSTALL PERMANENT PERIMETER SEDIMENT FENCES AS FIRST CONSTRUCTION ACTIVITY
PRIOR TO THE INSTALLATION OF ANY FILL.
6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE EXISTING
ACCESS TO SITE.
7. BEGIN TO GRADE THE BUILDING PADS DISTURBING EXCAVATED MATERIAL IN THE
FILL SECTIONS.
8. UPON THE COMPLETION OF THE BUILDING PAD INSTALL NEW ROAD TO ITS TERMINATION
POINT AS INDICATED ON PLANS AND INSTALL STONE INLET SEDIMENT TRAPS
AT INLETS AS INDICATED.
9. GRADE THE BALL FIELDS AND INSTALL DRAINAGE AND SWALES AND INSTALL
TEMPORARY EROSION CONTROL MEASURES.
10. PERMANENTLY SEED THE ATHLETIC FIELDS.
11. INSTALL RIP RAP OUTLET PROTECTION AT EACH OUTLET.
12. BEGIN A COMPLETE ROUGH GRADING OPERATIONS.
13. BRING BUILDING PAD TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY SEED
THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED
WITH FINAL CONSTRUCTION.
14. TEMPORARILY SEED ALL DISTURBED AREAS WITH EXCEPTION OF AREAS WHICH
CONSTRUCTION WILL CONTINUE.
15. STABILIZATION WILL OCCUR WITHIN 15 DAYS OF COMPLETION OF GRADING OPERATIONS.
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED
BY THE STATE OR OWNER IF DEEMED NECESSARY.
17. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE
DISTURBED AREAS, AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
18. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF
FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION OF PROJECT.
19. WITHIN 6" OF FINAL GRADE, RE -DISTRIBUTE 6" OF TOP SOIL,
20, FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
21. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON
COMPLETION AND STABILIZATION OF PROJECT,
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every run-off producing rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all practices as designed.
2. Sediment will be removed from behind the silt fence when it becomes 0.5 feet deep.
3. Sediment will be removed from the sediment trap when the storage has been
approximately 50% filled. Gravel will be cleaned and replaced when the sediment pool
no longer drains properly.
4. All seeded areas will be fertilized, reseeded a necessary, and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover.
PLANNED EROSION AND SEDIMENT
CONTROL DEVICES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PRACTICE 6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
DIMENSIONS ARE TO BE AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
MEASURE. IF, HOWEVER BOTH ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
SHALL PROTECT BOTH WITH TEMPORARY GRAVEL.
TEMPORARY FABRIC DROP INLET PROTECTION
PRACTICE 6.51
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
TEMPORARY SEDIMENT FENCE
PRACTICE 6.62
SEDIMENT FENCE IS TO BE USED AS NEEDED TO PROTECT GREEN MILL RUN SOUTH AND EAST
LINE. SILT FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT
TO DISCHARGING SEDIMENT DIRECTLY INTO CANAL.
CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES.
VEGETATION PLAN
A. PERMANENT SEEDING AFTER APRIL 15 AND BEFORE SEPTEMBER 15.
SEEDING MIXTURE RATE (LB/ACRE)
FALCON FESCUE 150
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
B. PERMANENT SEEDING AFTER SEPTEMBER 15 AN BEFORE APRIL 15.
SEEDING MIXTURE RATE (LB/ACRE)
FALCON FESCUE 150
ANNUAL RYE GRASS (SEPTEMBER 15 THRU APRIL 15) 50
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. '15 - MAR. 20 FEB. 15 -APRIL 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
C. TEMPORARY SEEDING DURING
WINTER MONTHS
(SEPT. 15 -APRIL 15)
SEEDING MIXTURE
RATE
(LB/ACRE)
FALCON FESCUE
120
ANNUAL LESPENDEZA (KOBE)
50
OMIT ANNUAL LESPENDEZA WHEN DURATION
OF TEMPORARY
COVER IS
NOT EXTEND
BEYOND JUNE.
SEEDING DATES
COASTAL PLAIN - DEC. 1 -APRIL 15
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
D. TEMPORARY SEEDING AFTER
SEPTEMBER
15 AN
BEFORE APRIL 15.
SEEDING MIXTURE
RATE
(LBIACRE)
GERMAN MILLET
40
SEEDING DATES
APRIL 15 - AUGUST 15
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
CIMSTRIX70V ENTRR VX AIt 7T
1. 2" TO 3" COARSE AGGREGATE STONE SHALL BE USED. PAD TO BE 50x2O'x6" A) A M,NIMUM
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO ,E PROVIDED.
3. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
4. MUST BE nM44NTAq NED W A C A/D!TIQAI tvulru W(L L PREVENT TRACKING_ OR DIRECT
FLOW OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
KEEP SOME HANDY.
5. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY
6. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
7. PURPOSE TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
FROM SURFACE RUNOFF, AND HELP CONTROL DUST.
8. AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA, GRADE AND CROWN
FOUNDATION FOR POSITIVE DRAIANGE.
9, IF THE SLOPE TOWARD THE ROAD EXCEEDS 21 CONSTRUCT A RIDGE 6" TO 8" HIGH
WITH 3: 1 SIDE SL OPES, ACCROSS THE FOUNDATION WIDTH APPROXIMATEL Y 15'-0" FROM
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
10. PLACE GEO TEXTIL E FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIAL L Y
IN WET CONDITIONS THAT ARE ANTICIPATED.
71. PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLANS. LEAVE SURFACE
SMOOTH AND SLOPED FOR DRAINAGE.
12. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEIMENT
TRAP OR BASIN,
13. INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
DESIGN
SETTLED
TOP 21"
MIN. �\
VARIFS (SFF PI AN)
FILTER
FABRIC
r IL I LT% r ri�Rll�
CROSS SECTION
ARIES (SEE PLAN)
Ao'z
3'-O" MIN,
STONE SECTION
MIN.
L
2i/z GAUGE
MEDIATE WfRES
FILTER FABRIC SHALL HAVE MIN.
85X FILTERING EFFICIENCY. A MIN. TENSILE
STRENGTH OF 30LB PER LINEAR INCH, AND
A MIN. SLURRY FLOW RAE OF 0.3 GAL PER
SQ FT. WN.
NOTE:
WIRE SHALL BE A MINIMUM OF 32" WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING.
ULTRAVfOLET RESISTANT (BLACK) FABRIC SHALL BE A MfN.
OF 36" IN WIDTH AND SECURED TO WIRE WITH METAL CLIPS
OR WIRE AT 8" OFF CENTER. CARRY 12 FABRIC AND WIRE
6" INTO TRENCH, BACKFILL AND COMPACT, STEEL POST
SHALL. BE SELF -FASTENER ANGLE STEEL TYPE - 5'-0" IN LENGTH.
302.7 TEMPORARY SILT FENCE
SCALE'. NONE
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FINISH GRADE >
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SEE PLAN C-201
JUTE NET LINER
WHERE APPLICABLE - SEE PLAN
FINISH GRADE
FLOW
302,6 DITCH/ SWALE CROSS-SECTION
SCALE: NONE
302,4 TEMPORARY SEDIMENT TRAP
SCALE: NONE
RO�pV� P�
PROVIDE GEOTEXTILE FABRIC
TO STABILIZE FOUNDATION
(ESPECIALLY IMPORTANT WHERE
WET AREAS ARE ANTICIPATED)
DIVERSION RIDGE
8" HIGH
8"
2" TO 3" COARSE
/- AGRREGATE
BURY bu, ---------------
OF PLYWOOD
STEEL F
WASHED STOP
INLET ACRC
UF'J f KLAM LNU
IF STORM DRAIN
i inzxvvrn,RE CLOTH
*57 WA`
STEEL FENCE POST
® OVERFLOW 1T3 PIPE
DIAMETER
WASHED STONE FILTER
INLET ACROSS INLET
pr)qp�r &�IgL_e
SW 6
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH
JOIN STRIPS BY ANCHORING
AND OVERLAPPING 18" MIN.
302.8 TEMPORARY NET LINER DETAIL
SCALE: NONE
STONE
SE AREA
CATCH BASIN
FLOW
RESTORED TO ITS ORIGINAL DIMENSIONS
XE
E SEDIME NAS ACCUMULATED TO % DESIGN DEPTH OF TRAP.
VED EDIMENT SHALL BE DEPOSITED IN SUITABLE AREA IN SUCH A
RTHAT IT WILL NOT ERODE THE STRUCTURE SHALL BE INSPECTED
EACH RAIN AND REPAIRS MADE AS NEEDED. CONSTRUCTION OPERATIONS
BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION ARE MINIMIZED. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA
STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERL Y
PLAN VFW STABILIZED. WIRE MESH INSTALLATION SHALL BE IN ACCORDANCE WITH
STD. NO. 20, 05, WIRE MESH SHALL BE HARDWARE CLOTH 23 GA. MIN. AND
SHAL L HAVE % " MESH OPENINGS.
4'-0" MAX.
Xcnav-a,
302,5 STORM I
SCALE: NONE
12" MIN,
NLET SEDIMENT TRAP
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20431
Datw
1 December 2005
302,3TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SCALE: NONE
302,2 END -OF -DAY INLET PROTECTION DETAIL
SCALE: NONE
302,1 SCALE: NONE
RIP RAP DETAIL
Drawing C
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WEEP HOLES
T YP. 4 SIDES
PAVEMENT
s
BACK OF CU
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CAST IRON
GRATE &FRAME
PLAN
NOTES.
- MORTAR JOINTS 112"if/8" TACK.
- CLASS "A" CONCRETE' TO BE USED.
- USE CATCH a42V FRAME & GRATE
TYPE CH-BN-2000 (DEWEY BROS.)
OR APPROVED EQUAL
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BE FORMED
SECTION "C-C"
SECTION "A -A"
SECTION "B-B"
16" O.C.
iP HOLES
'. 4 SIDES
301,5MASONRY CATCH BASIN DETAIL
f
—FRAME & GRATE SIMILAR TO
DEWEY BROS. CH-ON-2
TOP VIEW
GRADE PAVEMENT
SECTION "A -A"
F'INlCN !_Pdnr
GROUT
COMMON
BOND BRICK
11_$411 STEPS 0 16" O.C,
A
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CLASS 3000 PSI
ONCRE•TE• FOOTING
4'-31 41,
GRADE 40, NO. 5 STEEL
REBAR AT 12" 0, C. BOTH
WAYS IN CENTER OF SLAB
SECTION "C-C" SECTION "B-B"
DIMENSION VARY FOR PIPE
LARGER THAN 24"
301.3 MASONRY DROP INLET DETAIL
MANHOLE RING & COVER TOP Of- PAVFMFNr MANHOLE RING & COVER
FINISH GRADE FINISH GRADE
1/2" GROUT IL 1/2" GROUT
'•a
t
CORED HOLE WITH
PRECAST MANHOLE CONE
FLEXIBLE SLEEVE
PRECAST MANHOLE COA
b.
TEE 0J.P. W/
RETAINER GLANDS)
TYP. MH- STEPS @ 16" Q.C.
1 JOINT D.I.P.
TYP, MH. STEPS 0 16" 0,
Lu
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ADAPTOR
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SEE SPEC FOR JOINT
SEE SPEC FOR JOM
a REQUIREMENTS
n
REQUIREMENT
CE
K
M. PVC
w FLEXIBLE SLEEVES AT
n
M.J. CAP W/ UPPER
FLEXIBLE SLEEVES A
ALL POINTS OF PIPE
2/3 OF END REMOVED.
ALL POINTS OF PIPI
ENTRY SEE SPECIFICATIONS
°
SECURE W/ RETAINER
° '.
ENTRY -SEE SPECIFICATION:
GLAND
INCOMING PIPE SIZE OF
'
8" TO 12", LIDS 8" DROP
GROUT CHANNEL—-,
GROUT CHANN
•
- COMPACTED SAND
°
%BEND 0.1.P,
° :
e
W/ RETAINER GLAND
•
C
cv
100 %
COMPACTION
CL
FOR MANHOLES 12'-0" OR LESS IN DEPTH
4000• CONCRETE
MANHOLE BASE
•4 BARS n °,' ,'p,' .•e. ,'n.' ,'n. n
12' E. W.
12" MIN, CABC
4'-0" MIN.
OPENING AS REQ'D
SECTION SOLID CONCRETE TOP
d'W!1" i1AIN
III
FOR MANHOLES OVER 12'-0" 1N DEPTH
USE PRECAST EXTENDED BASE
GENERAL NOTES:
GENERAL NOTES
WHEN INSTALLED IN PAVEMENT
MANHOLE TOP SHALL BE FLUSH
WITH FINISH PAVEMENT
?. THE DISTANCE FROM THE TOP OF
THE MANHOLE RING/COVER AND
FINISH GRADE MAY VARY WIDELY
SEE PLAN
3. EXTEND PIPE INSIDE MANHOLE WALL
2", DEPENDING ON PIPE SIZE
I. MIN. (1) GRADE RING REQ'D IN NON -
PAVED AREAS. IN PAVEMENT GRADE
RING NOT REQ'D EXCEPT AS NECESSARY
TO MEET FINISH ELEVATION
i. NO MORE THAN (2) GRADE
RINGS SHALL BE INSTALLED
PIPE SIZE
"D"
LESS THAN 20"
4'-0"
20" OR GREATE{Z
5'-D"
30" OR GREATER
FOR MANHOLES 12'-0" OR LESS IN DEPTH
40000 CONCRETE
MANHOLE BASE °L-1
°'° ° ° ' ° °
#4 BARS12" E.W.
� 1 1 9
72" MIN, CABC
FOR MANHOLES OVER 12'-0" IN DEPTH
USE PRECAST EXTENDED BASE
NOTE
STRAIGHT
y r
2-WAY
INTERSECTION
INVERTS TO BE SHAPED ACCURATELY TO A SMOOTH /®
SEMI -CIRCLE FINISH CONFORMING TO THE INSIDE CONTOUR
OF THE ADJACENT SEWER SECTIONS. ALL ENTERING BRANCHES „
AND CHANGES IN DIRECTIONS SHALL BE FORMED BY CIRCULAR a :. , . 3 OR 4 WAY
CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE INTERSECTION
OF MANHOLE WILL PERMIT. CHANGES OF SIZE AND GRADE OF
CHANNELS SHALL BE MADE GRADUALLY AND EVENLY. THE INVERT
CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF THE
MANHOLE BASE, OR SHALL BE BUILT UP WITH BRICK AND MORTAR,
THE FLOOR OF THE MANHOLE OUTSIDE THE CHANNELS SHALL BE
SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS NOT LESS
THAN 1" PER FOOT NOR MORE THAN 2" PER FOOT. MANHOLE INVERTS
301,4 TYPICAL PRE -CAST MANHOLE & DROP MANHOLE
CONCRETE SHALL BE 4000 PSI MINIMUM
REINFORCING STEEL ASTM A-615 GRADE 60
STRUCTURES SHALL MEET NCDOT APPROVAL TO
10' IN DEPTH
ALL SOLID BOXES SHALL MEET H-20 LOADING
TO A DEPTH OF 15'-0".
PRECAST BOXES SHALL MEET ALL NCDOT
STANDARDS
ANY MODIFICATION TO ANY PRECAST BOX MAY
NULLIFY H-20 LOADING ABILITY.
ALL JOINTS TO BE SEALED WITH BUTYL
RUBBER JOINT SEALANT CONFORMING TO THE
REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS.
SHALL BE REQUIRED ON BOXES OVER 3'-6" IN DEPTH.
STEPS SHALL BE COPOLYMER POLYPROPOLENE PLASTIC
AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478
a� 0
COVER
RING
SECTION
O 0 0
0 0
RISER SECTION 0 0 0
1' TO WAS REQ'D F�
SIDE
BOTTOM
CAST IRON FRAME CAST IRON COVER
s"
BASE SECTION SEWER PIPE 1D.LP.I
2' TO 4'
STORM PIPE
I
4'-0" MIN.
BASE SECTION B-B
4B A
3012 CONFLICT/JUNCTION BOX DETAIL
■ SCALE:112" V-0"
NOTE:
CONFLICT BOX SHALL ONLY BE UTILIZED WHERE SEWER DEPTHS ARE SHALLOW
AND CONFLICT WITH STORM DRAINAGE CANNOT BE AVOIDED WITHOUT PUMPING.
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NOTE:
CATCH BASIN FRAME
AND GRATE TO BE
CH-BN-2001 OR APPROVED
EQUAL
TOP
Q. D.
FRONT
SIDE
CATCH BASIN FRAME
AND GRATE
TOP
r
NOTE:
DROP INLET FRAME
AND GRATE SIMILAR TO
CH-BN-2001 OR APPROVED
EQUAL
F"
ALTERNATE BASE SECTION
WITH KNOCKOUTS
4'-0" MIN_
4'-0" MIN.
6" OPENING AS REO'D 5"
AS REOUIRED
1" THICK SOLID STEEL
SECTION SOLID CONCRETE TOP PLATE (ALTERNATE FOR
4'-n" MIN.
TOP BASE SECTION
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GENERAL NOTES:
CONCRETE SHALL BE 4000 PSI MINIMUM
REINFORCING STEEL ASTM A-615 GRADE 60
STRUCTURES SHALL MEET NCDOT APPROVAL TO
RISER SECTION 10' IN DEPTH
1'TO 4'AS REQ'D ALL SOLID BOXES SHALL MEET H-20 LOADING
TO A DEPTH OF 15'-0".
PRECAST BOXES SHALL MEET ALL NCDOT
STANDARDS
ANY MODIFICATION TO ANY PRECAST BOX MAY
NULLIFY H-20 LOADING ABILITY.
ALL JOINTS TO BE SEALED WITH BUTYL
RUBBER JOINT SEALANT CONFORMING TO THE
REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS.
SHALL BE REQUIRED ON BOXES OVER T-W IN DEPTH.
STEPS SHALL BE: �iVPVLYIYICR PVLI PRVrVLGIr[C PLA�711�i
AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478
C II 61,
STEP
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BASE SECTIONBASE SECTION
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BASE SECTION WITH CORED OR
CAST OPENINGS
301 PRECAST STORM DRAINAGE STRUCTURE DETAIL
= SCALE: 112" = V-0"
NOTE: DIMENSIONS VARY FOR PIPE
LARGER THAN 24"
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Project No.
20431
Date
1 December 2005
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