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PUBU!" NED FLOOD ---------- ...................... ......... ...................... .. . ............ ................ ....... .... . ..... .. 275
--- ---------- ------ WAKE COUNTY, NORTH CAROUNA AN
--- ----------- RPORATED
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FLOODARMS ----------------------- -------------- ............... ... . .. .. . ..... ........... (OAC ----------- - ------------ - - ------- +VZARD DAT& - M1 BRANC 22 H IN
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Drawn By Dube
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ASSOCIATE PARK II
WAKE COUNTY
Nonni cweouwA III
PUMP STATION SITE PLAN AND
ACCESS ROAD GRADING PLAN
WITHERS RAVENF.L
ENGINEERS I PLANNERS I SURVEYORS
m Mtl(a odw d"s Manh frar Dsn o3 96�(9,1i1¢ toc s6SiNSa wdhepadmn

Pump Duty Point: 39 gpm @ 92) TDH.
Pumps shall be ABS Piranha Model S26/2W
60HZ with *' 148 mm impellar and 3450 RPM
3.5 HP Motor. (1 Ph, 60Hz, 230V} Motor shall
be rated for Class 1, Division I , Group D.
ABS available through Pete Duty and
Associates, Inc. of Durham, NC.
Contact: David Duty — 919.220.4156
Pump Control Panel shall be housed in a
NEMA Type 3R weatherproof enclosure and
shall be a dead front with separate removable
ins +de panel. Provide circuit breaker with
overload protection, non—resettable elapsed
time meter, H —O —A switch and run lights for
each pump. Control Panel shall automatically
alternate pumps on each successive cycle.
Provide mercury float switches as indicated on
Drawings. Operation of alarms and the pumps
shall be initiated by means of activation of
float switches. Provide audible and visual
alarms.
Provide automatic cellular dialer in lockable
NEMA 3R enclosure. At a minimum, Dialer will
notify Town of the following alarms:
• High Wetwell Alarm
• Loss of Primary Power
• Standby Generator in Operation
Dialer shall have backup battery capable of
transmitting alarms for 24 hours in a power
outage and shall be furnished with lightning
arrester. Dialer shall be Omni—Site Model XR50
EN 120 available through Pete Duty
Associates.
Electrical Panels and dialer shall be housed in
all aluminum weatherhood meeting the Town
of Fuquay- Varina's Standard Specifications.
The steel frame for the weatherhood shall be
pointed With a two component, high build
epoxy polyamide paint designed for severe
service. Provide concrete pad beneath
weatherhood with a minimum footprint
matching the dimensions of the weatherhood.
High level visual alarm shall be mounted on
top of weatherhood, audible alarm shall be
mounted beneath the weatherhood.
Dwigna Scale
W&R
I)mwn By Date
DOU 03/27/2007
Checked By job Na
RET 02060543.00
'
ALUMINUM HATCH COVERS
INSTALLED PER MANUFACTURER
PROVIDE THERN 5124 WITH WALL •
MOUNT BASE & 1/4 INCH CABLE
OR APPROVED EOUAL
TO JUNCTION
BOX
316SS
FLOAT BRACKET
283-10
t
16,
2 EA SCH 40
304 SS GUIDE RAIL
SIZE PER MANUF.
INTERMEDIATE GUIDE
PRECAST 4'0 CONCRETE RAIL SUPPORT (SS)
MANHOLE
REMOVABLE ALUMINUM BASKET STRAINER
RAILS FOR BASKET STRAINER
BY STRAINER MANUFACTURER
I.E. 260.50
4" DIP VENT PIPE
w/NON—CORROSIVE
INSECT SCREEN
ANCHOR RING
2.--3„
F
24" ACCESS HATCH COVER
PRECAST TOP
6" THK (TYP)
6" (TYP)
TOP 283.10
7
GRADE 283.0 r
2
1 4
n
COMPACTEED
BACKFILL (TYP.)
2
5 —OF,
@) @)
-M
..... C EL.
4" DRAIN
PIPE WITH
FLAP VALVE
HIGH ALARM VIA DIALER 267.25
LAG PUMP ON 267.00
LEAD PUMP ON 266.50 SS LIFT CHAIN
SUBMERSIBLE PUMP
CABLE BY MANUFACTURER
TO JUNCTION BOX
SS CHAIN 7
2
PUMP OFF 265.25
/PUMP OFF 265-00
-OAT CABLE WEIGHT - _. • •
264.00 ; - ; ." .- - . ... •. - - '
MIN
APACTED PER MANUFACTURER'S
—GRADE SPECIFICATIONS f : • ��r \�
48"4
58 ='0
70"o
r
00
F
GROUT SLOPE
4 PVC DRAIN
TO DRAIN
_J
11jVF
ko
2—INCH QUICK DISCONNECT
WITH CAP
6
2—INCH PLUG VALVE & BOX
NORMALLY OPEN. PROVIDE CONC.
COLLAR FOR VALVE BOX (TYP).
VALVE COVER SHALL BE LABELED
N
"SEINER ".
iA x &k A-
COMPACTED i-� - -- ; ' i E ;
SUB—GRADE CONCRETE PIPE SUPPORT (TYP.)
W/#5 @ 12" O.C.B.W. MINIMUM OF 6" NO. 67
DRAIN PLUG TO BE STRAP PIPE TO SUPPORTS TO WASHED STONE
UNOBSTRUCTED (TYP.) CONTROL PIPE MOVEMENT
NQ E
1. NO UNIFLANGE OR DRESSER COUPLING IN WETWELL.
2. SEE ELECTRICAL SHEETS FOR ADDIT)ONAL DETAILS.
3. ALL CONCRETE WALL PENETRATIONS TO BE ACCOMPLISHED BY USE OF A
FLEXIBLE PIPE TO MANHOLE CONNECTORS.
LOW LEVEL ALARM
F
6 *1
Co
SUB
BASE ELBOW BY PUMP MANUFACTURER.
ANCHOR TO WETWELL BOTTOM PER
SPECIFICATIONS W/ 316 SS SOLE PLATES.
USE SS THREADED ROD & EPDXY TO
ANCHOR SOLE PLATE TO BASE ELBOW.
MONOLITHIC PRECAST
WETWELL WITH
EXTENDED BASE
6MIL VAPOR BARRIER
No. 67 WASHED STONE
MINIMUM OF 12"
SECTION A—A: PUMP STATION
Not to Scale
(D
1
1/4 it 900 BEND
1110010`N''Jjjj
at BRASS cc VALVE
1
1/4 tv CHECK VALVE
1
1/4" SCH 80 PVC
1
1/4" TEE
1
1/4 pr x 2" CONCENTRIC REDUCER
SUBMERSIBLE GRINDER PUMP
COUPLING
2—INCH FORCEMAIN
REVIEWED FOR
COMPLIANCE
P12ns Nava been ravlaw^rl fnr camp IN n w1th TrAw
11nances & Standard Specifta0ons
Details and are approved for
subject to all statement3, agreements,
a set forth In Town approval letter. Said
Y Incorporated herein by reforolm
WAKE COUNTY
NORTH CAROLINA ]
�.f� [ ?,007
WITH CAP.
E GRADE.
MAIN
T
CARO
US1
S
02 9
SEAL NOT VALID UNLESS SIGNED AND DATED
6 ,2,-Z- ­ (=7
Sheet Na.
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- _•_-0.
27 TYPE S 9.513 SURFACE COURSE
6" TYPE 1 19.08 INTERMEDIATE COURSE
10" ABC
EXISTING NORTH BOUND LANES
AND SHOULDER
. mumm
a. .IllptlIpIlto � amwe =_ a
.� =.M�
_-+ _ -" ,....,r - - - - - - . ­
+ ww � ­­
WIDENING DATA
TAPER LENGTH I
150'
TOTAL LENGTH 530'
k i'd X-1 1VO IJ I 1 1 t'r 'I 11 `11N CAVA I " 2 2 Lf ' A"IlWjd' - K41Z
11
--V)- 1 21 -04 -_ - 121 . - 4p -I- 41
EXISTING LANE - PAVED I- - GRA'
GRAPHIC SCALE 1pl-40@
0 . 40 80 120
SHOULDER I SHOULDER
27 TYPE S 9.50 SURFACE COURSE
6" TYPE I 19.013 INTERMEDIATE COURSE
1 O" ABC
WIDENING DATA
NOTE: TAPER LENGTH 200. #
FOR GUARDRAIL AT BOX CULVERT
USE NCDOT DETAIL 862.01, SHEET DECELERATION LENGTH 250'
9 OF 1 1 (252 $PA.. . OR N.CIDOT
DETAIL 86 .03, SHE 9 OF 9
TV"- -1 1m BOUND 40'! iU&a WIDENING • SECI'[ON W_
NTS
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Revision
- -
Designer W&R
Scale AS NOTED
-
. . .
MSOCI E PARK 11 .
MQ.. UAYNARINA WAKE COUMY NORTH CAR4[JNA
- -- - ------- -- � -
N 0 ..
Date
By_
-
.
I
. . 11 I .. . f _­ 401 WIDENING ....
WIT m RAV N L
ENGINEERS I PLANNERS I SURVEYORS
It w & zy , ad dm &M u 44S45 UvwUwwMw-w1&1 v n
Sheet No.
1
REVISED PER F -V 1ST REVIEW
5/x!/07
DOU
-------
5/31/07:
1
DOU
D rawn By
DOU
Date -
02
3 -
REVISED PER F..-V 3rd REVIEW &
6/21/07
' DOU
. .
I
Checked By
I
RE--r
. : Job No.
02060543.00
4
WAKE COUNTY EC COMMENTS
8/8/07 '
DO__ U
---------

mi
No.
Revision
--
Date
-- -----------
By
1
REVISED PER F -V ?ST REVIEW
5/4/07
DOU
2
REVISED PER F -V 2nd REVIEW
5/31/07
DOU
3
AEVISEO PER F -V 3rd REVIEW 9
6/21/07
DOU
16"
ADDED EC ITEMS
AR ESS)1
2'
CURB do
2AVE[iD -2.
H OR HB BITUMINOUS
FINISHED
3�4 1 J / 2 54 M
5/8 THREADED ROCS (EACH S!
KOOK ENDS INTO CONCRETE CO
TAMPED BACK.I-ILL
PAVEMENT
1M
2" BRASS NIPPLE
(6" MIN. LENGTH) --I
SEE VALVE BOX INSTALLATION 's
STANDARD VALVE BOX
TAMPED BACKFlLL
a
THRUST COLLAR
CONCRETE L5' MIN.]\\- MECHANICAL JOINT 2� GATE VALVE
TAPPED CAP
STANDARD 2" BLOW --OFF ASSEMBLY
NOTE
PAINT HYDRANT INE COAT AFTER
INSTALLATION. PAINT BARREL.
RED, CAPS AND BONNET SILVER.
THREADED COUPLING
2' THRE..Af3F..D
13RASS PIPE
i
CONCRETE BLOCKING
MIN. 1/3 C.Y. AT
3000 P.S.I.
2" THREADED BRASS
PIPE (+ 12" IN LENGTH )
STD N0.
6.04
NOTE:
HYDRANT TO BE PLACED WITH PUMPER
NOZZLE FACING THE CLOSEST CURB.
A
W&R
NTS
8.
5' -0' MAX.
DOU
f
02/22/ 2007
SIZE. SERVICE SIZE INLET NUMBER OF
01
RET
0206 0543.00
5/8 THREADED ROCS (EACH S!
KOOK ENDS INTO CONCRETE CO
TAMPED BACK.I-ILL
PAVEMENT
1M
2" BRASS NIPPLE
(6" MIN. LENGTH) --I
SEE VALVE BOX INSTALLATION 's
STANDARD VALVE BOX
TAMPED BACKFlLL
a
THRUST COLLAR
CONCRETE L5' MIN.]\\- MECHANICAL JOINT 2� GATE VALVE
TAPPED CAP
STANDARD 2" BLOW --OFF ASSEMBLY
NOTE
PAINT HYDRANT INE COAT AFTER
INSTALLATION. PAINT BARREL.
RED, CAPS AND BONNET SILVER.
THREADED COUPLING
2' THRE..Af3F..D
13RASS PIPE
i
CONCRETE BLOCKING
MIN. 1/3 C.Y. AT
3000 P.S.I.
2" THREADED BRASS
PIPE (+ 12" IN LENGTH )
STD N0.
6.04
NOTE:
HYDRANT TO BE PLACED WITH PUMPER
NOZZLE FACING THE CLOSEST CURB.
STANDARD HYDRANT INSTALLATION
ASSOCIATE PARK 11
�
MqUAYNARINA WAKE COUNTY
NORTH CAROLINA
STD ND.
6.05
CURB AND GUTTER
Y
METER BOX
FINISHED
GRADE
3' BRASS NIPPLE
z
.,......_.,_,.. �
(OUTLET SIZE
= SERVICE LINE
COPPER PIPE
(TYPE K SOFT)
CURB
A
2' -0" MIN.
BRASS TEE
8.
5' -0' MAX.
WATER MAIN
5' -5" x 12' -s
SIZE. SERVICE SIZE INLET NUMBER OF
01
CONCRETE
INCHES INCHES BRANCHES
ELEVATION
VIEW
�USI�D LE)
BASE COURSE t
16"
s ,f
AR ESS)1
2'
CURB do
2AVE[iD -2.
H OR HB BITUMINOUS
FINISHED
3�4 1 J / 2 54 M
GUTTER
Rjw
WATER METER
GRADE
ROADWAY
1' -a"
............: ....
-
CAST IRON VALVE BOX
CURB STOPS SHALL BE AS MANUFACTURED BY
NOTE TO CONTRACTOR:
TAMPED
TAMPED
VALVE BOX SHOULD NOT
6" BRASS 12•
METER BOXES SHALL BE AS DESCRIBED IN THE
BACKrILL
NIPPLES
I
MINIMUM OF 8 C.F
:-
QiSTRU -- BUTION: HOWEVER,
THE INLET SHALL BE IRON PIPE THREAD INLETS.
NIPPLE
No. 57 STONE
`...�
TYP BRASS ELBOW
_m
UNDtSTURBEI3:r:
SOIL_ MILAN
(3000 P.S.I.) ANCHOR
- D.I.P.
a
to
D.I.P.
RING::
MAIN
{ MAIN
.77
MECHANICAL JOINT
CONCRETE THRUST BLOCK
6" GATE VALVE
MECHANICAL JOINT
CONCRUE BLOCKING
1/3 CY AT 3000 P.S.I.
_
MINIMUM 1/3 CY AT
DUCTILE IRON PIP
3000 P.S.I.
.
NOTE:
'.
TOP OF BLOCKING TO
METER
AMVE CAD VAULT
BE 2" FROM HYDRANT
..... ._.... .......
" . UNDISTURBED
;......
RING
WEEP HOLES.
STANDARD HYDRANT INSTALLATION
ASSOCIATE PARK 11
�
MqUAYNARINA WAKE COUNTY
NORTH CAROLINA
STD ND.
6.05
CURB AND GUTTER
Y
METER BOX
FINISHED
GRADE
3' BRASS NIPPLE
z
.,......_.,_,.. �
(OUTLET SIZE
= SERVICE LINE
COPPER PIPE
(TYPE K SOFT)
CURB
A
APPROVED MULTIPLE CONNECTIONS
BRASS TEE
8.
MErER MAXIMUM
WATER MAIN
5' -5" x 12' -s
SIZE. SERVICE SIZE INLET NUMBER OF
01
BRASS ELBOW
INCHES INCHES BRANCHES
ELEVATION
VIEW
2"
BASE COURSE t
16"
3/4 1 3
AR ESS)1
2'
1 1/4
2AVE[iD -2.
H OR HB BITUMINOUS
1' -4"
3�4 1 J / 2 54 M
BACK OF
WATER MAIN CURB AND GUTTER
Rjw
WATER METER
24"
TAMPED
1' -a"
THERE SHALL. BE NO MULTIPLE CONNECTIONS FOR
SERVICES OTHER THAN 3/4' (INCHES).
CURB * RA S
S"I'C)P
S NE---
CURB STOPS SHALL BE AS MANUFACTURED BY
NOTE TO CONTRACTOR:
4"
FORD OR HAYES
VALVE BOX SHOULD NOT
6" BRASS 12•
METER BOXES SHALL BE AS DESCRIBED IN THE
_
(TYPE K SOFT
NIPPLES
STANDARD SPECIFICATIONS UNDER WATER
ROADWAY INLET 6" BRASS
QiSTRU -- BUTION: HOWEVER,
THE INLET SHALL BE IRON PIPE THREAD INLETS.
NIPPLE
SEFMCE LINE --
CURB STOP SHALL BE CENTERED ON MUL11PL.E
TYP BRASS ELBOW
BRANCH SERVICE.
7YP.••3' BRASS NIPPtE--�
R� WATER METER
I tX= c0W#EREntED TO CAD WATER
REVISIONS METER EASEMEN"f
DA"TE DESCRIPTION PLAN VIEW
STANDARD MULTIPLE BRANCH SERVICES STD. NO. X 12
NOTE:
PIPE OR IRRIGATION L.IN
nr_%n#xTr rscsnnr• PL
ml orib 1n r»ncrr nr MAY
2
CHECK VALVE --t SIAMESE CONNECTipN -T-
NOTE: I L_
VAULT TO HAVE BILC4 ALUMINUM HATCHES OF SUFFICIENT SIZE TO REMOVE
FIRE USE ONLY- -
NOT FOR FIRE /DOMESTIC SYSTEM
MINIMUM VAULT SIZE
(INSIDE DIMENSIONS)
4., y ._2.
CHECK VALVE—%
l
R
SIAMESE CONNECTION
(OPTIONAL) I
WATER METER'
ON STREET
STD. No.
OPTIONAL ARRANGEMENTS FOR DOUBLE CHECK VALVE ASSEMBLY 6.13
MAIN
raMpEa eacKFIu.
STANDARD 3/4° AND 1"' METER BOX INSTALLATION
VALVE
A
6'
5' -0' X 82--2"
8.
5, -z,. X 80 -3,.
1 o"
5' -5" x 12' -s
l
R
SIAMESE CONNECTION
(OPTIONAL) I
WATER METER'
ON STREET
STD. No.
OPTIONAL ARRANGEMENTS FOR DOUBLE CHECK VALVE ASSEMBLY 6.13
MAIN
raMpEa eacKFIu.
STANDARD 3/4° AND 1"' METER BOX INSTALLATION
VALVE
A
CONCRETE THRUST
Box
ANCHOR RING
RINGS REQUIRED
TIM. RMSH D GRAN COVER
A
SH cum
m
01
SOIL
trig
r\LI
1'--0"
..
2"
BASE COURSE t
16"
1' -4"
AR ESS)1
2'
CONCRETE ENCASEMENT
2AVE[iD -2.
H OR HB BITUMINOUS
1' -4"
AT 3000 F.S.I.
CONCRETE MAY BE USED
ONE
24"
TAMPED
1' -a"
VALVE BOX
BAC KFILL
CONC.
1' -+F"
NOTE TO CONTRACTOR:
4"
�-- -�-- -- TAMPED
VALVE BOX SHOULD NOT
BACKFlLL
CONTACT MAIN OR VALVE
WALL
W
-
MAIN
VALVE
TAMPED
BACKFlLL
"'"~
BLOCKING
To w
SECTION
STD. N o.
6.01
2' - 0"
v
I Q CONCRE'T'E
"I ENCASEMENT
` AT 30!30 P.S.I.
' r
VALVE BOX COVER
STANDARD VALVE BOX INSTALLATION
PLAN
U. rvo.
6.07
PUBIC RIG T-W -WAY
A
CONCRETE THRUST
UNDISTURBED
ANCHOR RING
RINGS REQUIRED
$
A
Y
C
SOIL
......
1'--0"
CONC (3000 P.5.1.)
2"
ONE
16"
1' -4"
1' -4'
2'
THRUST
20"
1' -4"
1' -0"
3"
ONE
24"
1' -4"
1' -a"
3'
TWO
CONC.
1' -+F"
1' -2"
4"
TWO
36"
THRUST : '
-
WALL
W
-
COLLAR
' tt
(3000 P.S.I.) ANCHOR
- D.I.P.
to
D.I.P.
RING::
MAIN
{ MAIN
TRENCH
TAMPED
_
WALT-
BACKFlLL
.
'.
_
OR
METER
AMVE CAD VAULT
..._...::.......:..........; :.........:
..... ._.... .......
" . UNDISTURBED
;......
RING
SOIL
HATER HAM
PLAN
SECTION
1 1/2002 CONVER M TO CAD
VrAlWR M ItZ I ,
F w PRM. IHS"TO 04CtnSUK
PHOnM' W APPROV0 EQUAL
a -t
REDUCED PRESSURE BACKFLOW PREVENTER
U. rva.
6.14
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST
COLLAR
ANCHOR RING
RINGS REQUIRED
A
B
C
6",s'.12"
1'--0"
1'--0'
2"
ONE
16"
1' -4"
1' -4'
2'
ONE
20"
1' -4"
1' -0"
3"
ONE
24"
1' -4"
1' -a"
3'
TWO
30"
1' -+F"
1' -2"
4"
TWO
36"
1 ` -4"
4'
TWO
TO CAD
mam vvm
won ■xm
mom ■on
III III
MEN -now
MOM mom
a
z
2E
4
REINFORCING
NOTE:
6' TO 18' MAINS = 12 -N0. 7 BARS
20' TO 36' MAINS =* 12 -NO. 8 BARS
9ARS PLACED AS SHOWN
STD. NO.
STANDARD THRUST COLLAR INSTALLATION 6.09
MINIMUM! CONCRETE BLOCKING (C.Y.) * w
NOM. PIPE "FEES & 90~ 45 22-1/Z 11--1 /4` � �►
DLk IN. DEAD ENDS BEND BEND BEND BEND
4 0.1 0.1 0.1 0.1 0.1
6 0.2 0.2 0.1 0.1 0.1 •r
REVIEWED FOR 1r -t V 0.2 0.3 0.2 0.1 0.1 c
COMPLIANCE
10 0.3 0.5 0.3 0.2 0.2
Plans havo boon reviewed for =mpllance with Tcmin
Colo of OrdInances & Stzndard SpecIf:catlons
Construction Details and gira approved for 12 0.4 0.6 0.5 O} 3 0.3
construction subject to all statomenL-, a0rc3rnentst
and conditions set forth In Town approval letter. Salsa 14 0.7 0.9 0.6 0.5 4.5
letter Is hereby incorporated ii�rcln by �C�tsr�ITGb.
16 0.7 0.9 0.6 0.5 0.5
is 0.9 1.2 0.7 0.6 0.6
•,..
Q ,0o10Q00 s :aoaoa 0p0a�� ppooaQ009a000pQ�aoo 20 1.1 1.6 1.1 0.7 0.7 r
CAR o° Q�Qaooaaoaconc `/
�a ESS // 4_�_ 22 1.7 2.3 1.8 0.9 0.9 uNOl51u
o �tiH
O o° EA
o Q '�
a o° ° * CONE SHALL BE 3000 Pal. MIX
c ° °n o :�-
a a a f w
)_
S 4'
v o ; ° V t a
a o r 1 COMVfRT'Ei3 TD CAD -
o � c REVISIONS H07E:
E'/�/ Nt't' c° Q o° o p �/ / �% Qqa DATE DESCRIPTION "W FnTM Rl d MIL PLA ITC BEFORE POURING CONC�TE
100 00 a�aooaoaoa�av 117 M. o�o Q
goo
STD. No.
STANDARD REACTION BLOCKING 6.11
WATERLINE DETAILS
WITHERS � RAV NEL
ENGINEERS I PLANNERS I SURVEYORS
M Mwxem ofive carv, rte, cw*m rrsn cet vroOruw tx 9rr95-4H5 wiml

No.
Revision
Date
_By
I
REVISED PER F-V IST REVIEW
5/4/07
DOU
2
PER F-V 2nd REVIEW
5/31/07
DOU
3
-REVISED
REVISED PER F-V 3rd REVIEW &
6/21/07
DOU
ADDED EC ITEMS
STEPS AT
iii' CENTERS
v. n
STEPS AT
WCENTERS-
VAO. I
ASSOCIATE PARK 11
FUQUAY*VMINA WAKE COUNTY
NORTH CAROLINA
SANITARY SEWER DETAILS
WITHERS (C RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1H MNXWM Dfl* Cay, Wd CMW VM td ".)m*%3M fax 9SM.5r4545 -P.1 .1mm
N.,
16
W&R
NTS
DOU
02/22/2007
..(( P ..
,_, .
RET
02060543.00
STEPS AT
iii' CENTERS
v. n
STEPS AT
WCENTERS-
VAO. I
ASSOCIATE PARK 11
FUQUAY*VMINA WAKE COUNTY
NORTH CAROLINA
SANITARY SEWER DETAILS
WITHERS (C RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1H MNXWM Dfl* Cay, Wd CMW VM td ".)m*%3M fax 9SM.5r4545 -P.1 .1mm
N.,
16

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0
DATE
SEEDING SCHEDULE
(REVISED: 1-- 1--86)
Shoulders, Side Ditches, Slopes (Max 3:1)
TYPE
PLANTING RATE
Aug 15
Nov
1
Tall Fescue
300 lbs /acre
Novi
-r- Mar
1
Tall Fescue
300 lbs /acre
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
I SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
& Abruzzi Rye
25 lbs /acre
Mar 1
-- Apr
15
Tall Fescue
3030 Ibs /acre
Apr 15
- Jun
30
Hulled Common Bermudogross
25 lbs /acre
Jul 1
Aug
15
Tall Fescue and
120 lbs /acre
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
* * *Browntop Millet
35 lbs /acre
DO NOT ENTER
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
4.)
* * *or Sorghum - -Sudan Hybrids
30 lbs /acre
WILL CLEAN THE AREA AND INVOICE H �NMCIIALLLY
UNIFORMLY` AND MIX WITH SOIL (SEE BELOW *).
Slopes (3 :1 to 2 :1
RESPONSIBLE PERSON
Mar 1
•- Jun
1
Sericea Lespedeza (scarified)
50 lbs /acre
CONTINUE TILLAGE UNTIL A WELL- PULVERIZED, FIRM
UTIUi S TO BE 3- HIGH UNtf�lUM, CLEARLY LEG78 X At D SPACM AS DETAILED.
&
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
(Mar 1
•-- Apr
15)
Add Tall Fescue
120 Ibs /acre
(Mar 1
-- .Tun
30)
Or Add Weeping Lovegrass
10 lbs /acre
(Mar 1
-- Jun
30)
Or Add Hulled Common Bermudograss
25 Ibs /ocre
Jun 1
-- Sep
1
** *Tall Fescue and
120 lbs /acre
EXISTING ROADWAY
* * *Browntop Millet
35 Ibs /acre
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
* * *or Sorghum- -Sudan Hybrids
30 Ibs /acre
Sep 1
Mar 1
Sericea Lespedeza (un hulled -unscarif ied)
70 lbs /acre
AND FERTILIZATION AFTER PERMANENT COVER ISESTABLISHED.
and Tall Fescue
120 lbs /acre
(Nov 1
_ Mar
1)
Add Abruzzi Rye
25 Ibs /acre
Consult Conservation Engineer or Soil Conservation Service for
additional information Concerning other alternatives for vegetation of
denuded areas. The above vegetation rates are those which do well under
local conditions: other seeding rate combinations are possible.
** *Temporary -- Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in height before
mowing, otherwise fescue may be shaded out.
Cons (ruction Sequence
Schedule a preconstruction conference with the Environmental Engineer, Daniel Rowe, ❑btain a land - -disturbing permit.
Install gravel construction pad, temporary diversions, silt fence, sediment basins or other measures as shown on the approved
plan. Clear only as necessary to Instatt these devices. Seed temporary diversions, berms and basins immecilatety of ter
constructionn.
Cats Danlei Rowe for an orsite inspection by the Envirorimental Engineer to obtain a Certificate of Comptiance.
Begin clearing anol grubbing. Maintain devices as needed. Rough grade site.
Ins tall storm sewer, if shown, and protect inlets with block and gravel inlet controls, sediment traps or other approved
measures as shown on the plan. Begin construction, building, etc.
Stabllize site as areas are brought up to finish grade with vegetation, paving, ditch Linings, etc. Seed and Mulch denuded
areas within flf teen (15) days of completion of any phase of construction.
.the►. : ors t-ruction Is complete anot at( areas are stabilized completely, call Danlet Rowe for an inspection by the
Environmental Engineer.
If site Is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out or staloillze any resulting bore
areas. Alt remaining permanent erosion control devices, such as vetocity dissipaters, shoutd now be installed.
When vegetation has become estalotisheai, tali for a final site inspection loy the Environmentat Engineer, Daniel Rowe, Obtain
a Gertlfi`r.te of Completion,
Enviror neintai Engineers Office #
Daniel Rove 919--856 -7459
4 J0
I R� RAP SEE SECi1ON THRU BASIN BELO
_GLASS �
SOW ,' .. . • .
,. _4_ - -A. •'i.: —• _ .... — :.,..:: -::,- - • CLAS 1 •RIP RAP HEADWALL
!. � ter'•. .�• y.. r. ..... :....;;
VV i[PT
'.-• rte` .}'r r•„r:r�: � - .. wr` .^.:
• ... .•�,,.1 �. _�� ...'.ter, -:_ -: .:� � �i ~�• 2.... ^;•• K'.}:..r:.^`.:
� N,
ED STONE. • V THICK X HICII MI
STCOAM jQCa .....o. �....—
i
NOTE.
PERSPECTIVE VIEW GRAVEL &RIP RAP FILTER BERM BASIN DETAIL
IS DESIGNED TO PROTECT DOSMNG PIPE INVENTS
NO SCALE THAT DRAIN 10 ACRES OR LESS.
AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT
(GUT. FILL. ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL
1` 2'
NATURAL
R
3 GROUND
O
FLOW
. —COW 15 - -= -
N OTE: - - - _ '"�. -.. FILTER FABRIC
- CLASS 1 RIP—RAP
DIMENSIONS ARE
MINIMUM ACCEPTABLE #57 WASHED STONE
UNLESS OTHERMSE MAX. SEDIMENT DEPTH(CLEAN OUT POINT)
NOTED.
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
GRAVEL AND RIP RAP HORSESHOE INLET B
PIPE FROM BYPASS S7RUCTURE
INSTALL CLASS B RIA RAP—`
FROM OUTLET TO BOTTOM
FOREBAY OF
IC MIN OWTH OE
V17H GEOTDiU LD*R
P,.E.VTEWED FOR
OMPLIANCE
Plans have been reviewed for cornplianco with Town
Code of Ordlnances & Standard Specifications a
Construction Dotalls and aro approved for
cons" ucti n sub)ect to all Si3t{#mt nL- , agreements,
and conditlons sat for lit it To*tjv 1 approval letter. Said
Iettal• Ir: s �;r� =1�; Ir� �. rcr;�., I= :•fCreln by reference.
am_ too a
S
T
i i 'TOP OF GUTMR AbM RL
SIM CALCULATIONS FOR
SEE CALCULATIONS FOR FOREBAY SIZE �vE�L SPR t. c1�
—'k RE SRNG SLOPE ON [10'Yy MEAM SIX
6" MIN 24" CURB & GUTTER
(3,000 Psi MW COMPREOW STR MTN) MUSED aa�
IftOUGH • 1
VEGETAT FOREBAY COWACIM SUIDGRADE P iwAEi T
AA
X DEEP
IL
ED GEGTEMLE4UNDERDN'���
TYPICAL FOREBAY /LEVEL SPREADER DF_TAIL
No.
SEEDBED PREPARATION
Date
NOTES:
1
REVISED PER F —V 1ST REVIEW
_ 5D MEN.
DOU
2
REVISED PER F —V 2nd REVIEW
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTI

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DIAMETER, NP.
TOP RAIL,
TYP
LOOP CAP,
b..J ­*�-uNE POST, TYP.
ROUND TERMINAL POSTS"
NTS
CORNER, END OR GATE POST,
TYP.
NOTE:
1. FENCE FABRIC SHALL BE 9 GA. WITH H 24' MFSH AND
COATED IN GREEN VINYL.
2. ALL POSTS AND HARDWARE SHALL BE COATI ED IN
GREEN VINYL.
STRETCHER BAR BAND,
TYP.
NUT, TYP.
di7APC DAM
r% TVD
CENTER BRACE RAIL, TYP.
END, CORNER, OR GATE POST
NTS
TRUSS ROD, TYP.
TYP.
Des4w Scale
Drawn By Date
DOU 03/27/2007
Chedced By fob Na
RET 02-060543.00
CENTER BRACE RAIL, TYP.
"ENTER BRACE RAIL, T
li FE�QUAY- VARINA
POST TOP, .
2 % "0 END OR
CORNER POST, TYP.
3AR,
7
TY`P.
7E
.7, TYP.
cA MdIt% 45' BARBED MIRE 3--- STRANDS OF BARBED WIRE$
I 10' -0" MAX SPACING —
TYPICAL CHAIN LINK FENCE DETAIL
NTS
HEX
LINE POST, TYP.
A.13 CXlr~ WITU OFFSET LUG, TYP.
t IN V V .i t N v a.e
BRACE BAND, TYP.
--LINE POST, TYP.
LINE POST
NTS
ASSOCIATE PARK II
WAKE COUNTY
NORTH CAROLINA
STEEL ARM,
LINE POST, TYP.
BARBED WIRE 45' ARM
TYP - LINE POST
NTS
SIPHON BRE
AIN.
DIAMETER, TYP. +
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BOLLARD CONSTRUCTION
NOT TO SME
BOLLARD DETAIL
NTS
FITTING AT HYDRANT.
YARD HYDRANT - NONFREEZE TYPE
NTS
CAST MALLEABLE BASE, .,.�
TYP.
CAP, TYP .
CORNER, END OR GATE POST,
TYP.
BARBED WIRE CORNER ARM
TYP - CORNER POST
NTS
PUMP STATION DETAILS
WARD 3/4"
REVIEWED FOR
COMPLIANCE
Plans have been reviewed for compllance with Town
Codo of Ordinances & Standard Specification& &
Conxtructlon Details and are approved for
construction subject to all statornents, agreements,
and conditions set forth in Town approval letter. Said
fetter is hereby Incorporated herein by referonce.
7/
07
Arm*
40 STEEL PIPE
CONCRETE
(P1CAL)
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�n CONCRETE FILLED ANNULUS
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US i.
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28 2
M'. IN$
SEAL NOT VALID UNLESS SIGNED AND DATED
W1 H R AV N EL
ENGINEERS 1 PLANNERS I SURVEYORS
m nwcxe= ome cyv, rau, camr w asn tel 91¢469-3340 fax M535s545
Sheet Na
18

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Lis 401 CULVERT EXTENSION
PR03ECT NOTES AND TECHNICAL. SPECIFICATIONS
Applicability
The followings notes and specifications apply to the construction of cast -in -place reinforced - concrete box culvert
& wingwalis for the US 401 culvert extension project, as shown on these structural plan sheets Sl,and S2.
See plans by others for design of the 3'x6` precast concrete box culvert, roadway fill, roadway, drainage
features, grading, erosion control, and other site features as required.
Designer Contacts
The Contractor's point of contact is the Site Civil Engineers
Site Civil Engineer: withers & Ravenel, 111 MacKenan Drive, Cary, North Carolina 27511, phone (919)
469 -3340. Contact: Ralph Troutman, PE.
Structural Engineer: Atlas Engineering, 551A Pylon Drive, Raleigh, North Carolina 27606, phone (919)
420 -7676. Contact: Chris Coutu, PE.
Direct all submittals, requests for information, and construction administration ,natters to the Site Civil Engineer.
Upon discovering any errors, omissions, or discrepancies In these plans or specifications, immediately contact
the Site Civil Engineer, who will Issue instructions on how to proceed.
For submittals required by these specifications, contractor shall follow the submittal procedures established by
the Site Civil Engineer.
Site soil Conditions
A soils exploration report (Technical Memorandum) has been prepared for the site:
"Associate Park II - Culvert Extension", by Withers & Ravenel, dated August 7, 2006.
The design of the box culvert is are based on an allowable subgrade bearing capacity of 2,500 pounds per
square foot. As reported, the expected subgrade conditions for the footings vary considerably by location along
the extent of the footings. As the footing excavations are advanced, it is essential that the subgrade be
examined by a Geotechnical Engineer, The Contractor is responsible for scheduling site visits by a Geotechnical
Engineer to examine the subgrade. Some footing areas may need to be upgraded to achieve the required
bearing capacity. The Contractor Is required to obtain and review the soils report and to maintain a copy can -site
during construction. The allowable subgrade bearing capacity discussed in the report is only applicable If the
subgrade inspections and upgrades listed In the report are implemented. The procedures for subgrade
Inspection, testing, and upgrades listed In the soils report are requirements of this. project,
Certification of Construction
It Is required by these plans that a Professional Engineer, licensed In North Carolina, mare site inspection visits
at appropriate intervals during construction, and to direct and supervise Inspections and testing performed by
others. The purpose of this requirement is to ensure. that the major structural aspects of this work are
accomplished in accordance with these plans,
The Contractor has full responsibility to construct the work in accordance with these plans and specifications,
The Contractor shall provide suitable coordination, adequate notice, cooperation, and site facilities as required
by the inspecting Engineer,
At the completion of the work the inspecting Engineer will prepare a written report on the conformance of the
work with these plans, This Engineer's Completion Report will be provided to the Site Civil Engineer for
distribution.
EXISTING CONCRETE-LINED
DITCH - REMOVE
! f
EXISTING CONCRETE
C"rnl 1?'•Ti 10C _ oc"MIC
Technical Specifications - US 401 CULVERT EXTENSION
1. subgrade Approval: Required subgrade bearing capacity 2,500 psf. The actual subgrade bearing
capacity shall be determined by a Geotechnical Engineer prior to placement of reinforcing steel or concrete.
subgrade upgrades may be required and may include overexcavation and placement of select compacted
backfill, Flowable Fill, or lean concrete, or by other methods. Follow recommendations listed In soils report.
2. Flowabrle Fill: Portland cement and /or fly ash, sand, water, and admixtures as required, Minimum 3 -day
compressive strength 250 psi. Lean Concrete: Portland cement, fly ash, sand, aggregate, water, and
admixtures as required. Minimum 28-day compressive strength 1,000 psi.
3s Concrete: 28--day compressive strength 4500 psi. Nominal 'Maximum sized aggregate 1" meeting
requirements of ASTM C 33: water /cement ratio shall not exceed 0.45. Entrained air content: 4.0% to 6.0%
with air - entraining admixture meeting ASTM C 264. Slump: 4" plus or minus 1 ". Cement: Portland cement
ASTM C 150 Type I or Type II, with fly ash content 15% to 20 %. Fly ash: ASTM C 618 Class F, LOI less than
3 %. The use of a water - reducing admixture is .approved. Maximum chloride content of entire mix, expressed
as a percentage of cement weight, shall not exceed 0.10 0/6. Only chloride -free admixtures are allowed. Submit
concrete nix design with named admixtures, prepared by an independent testing laboratory, to engineer.
4. Reinforcing Steel: Deformed bars: Grade 60, meeting requirements of ASTM A 615. Submit reinforcing
steel shop drawings to engineer. Placement of reinforcing must be inspected and approved at each concrete
placement area, before concrete is placed at that area.
S. Bead -type Waterstop: Synko -Flex Preformed Plastic Adhesive waterstop with recommended primer, or
equivalent approved in writing by engineer. Submit technical literature and installation procedures to engineer,
and maintain copy of installation procedures on -site during construction,
6. Concrete Curing Compound: Conspec DOT resin cure, or equivalent approved in writing by engineer,
Application rate of one gallon per 150 square feet, or as a minimum, twice the application rate recommended by
the manufacturer. Submit technical literature and application procedures to engineer, and maintain copy of
application procedures on -site during construction. Strictly follow manufacturer's instructions.
7. Concrete Formwork: Follow recommendations of ACI 347. Form ties shall leave no metal or other
material within 1 -1/2" of concrete surface. Form cones, if used, shall leave conical depression 1" in diameter
and 1-1/2" deep, suitable for neat filling, Stay -in ties shall have rubber washers at midpoint. Do not remove
forms until concrete has reached a compressive strength of 500/o of design strength, nor less than 3 days.
S. Concrete Placement: Completed reinforcement must be inspected and approved before concrete is
placed. Contractor is responsible for scheduling reinforcement Inspections. Concrete placement, once begun,
shall be continuous until the planned placement is completed. Provide for continuous concrete placement in
case of an equipment breakdown, including backup equipment and supplier, Placements with irregular
construction or cold joints may be rejected. The contractor shall replace or repair placements with unplanned
terminations as directed at no additional cost to the owner. Plastic concrete shall not be dropped more than
481'. Use trernies or drop chutes for wall placement within forms. Use a mechanical vibrator to consolidate
plastic concrete within forms, and to fully bond placement layers, in accordance with ACI 309R.
9, Concrete Placement at Temperature Extremes : Normal placement practices apply for temperatures
at least 40 degrees and rising, and less than 90 degrees, For placement at temperatures out of this range,
follow recommendations of ACI 30SR and 306R.
DEMOLITION PLAN
SCALE: Y411_ = 11-011 -PLAN VIEW
No. Revision
fate
B3
i De;. �rIPtio�'f
`r'i G % ��' Y
B f
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3'
• #7 bar:
B
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f
Diameter
Min
Minimum
Designer Scale
ATLAS --- DCC AS SHOWN
Drawn By Date
LED JAN 2008
Approved By Job No. J1164
02060543.00
1�
EXI STI1
ASSOCIATE PARK II
LAYOUT, PLAN, NOTES, AND SPECS
FUQUAY- VARINA WAKE-COUNTY NORTH CAROLINA
EXISTING
INV. 282.10
I
CONCRI
10, Concrete Sampling and Testing During Placement: Can -site testing and sampling shall be
performed by an ACI or NICET qualified technician for slump, air content, and temperature, and molded
concrete cylinder samples will be prepared, Sampling and testing frequency: One set of tests and one set of
four 6x12 cylinders for each 100 cy per placement, with a minimum of one set per placement. For pumped
concrete, testing and molds will be taken at the point of placement (end of the hose).
11. Concrete Compressive Strength Testing: Concrete cylinders from each placement shall be tested
for compressive strength at 3, 7, and 28 days of age. Results shall be reported to the engineer within 24 hours
of each test,
12. Concrete finishing: At formed surfaces, wet down tie holes and pack full of a nonmetallic, zero - chloride
content, non- shrink grout. Correct surface defects in accordance with ACI 301, Honeycombed areas shall be
repaired.
13. Flexible joint Sealant: Gun - applied. Sika Flex -2C NS, or equivalent approved in writing by engineer.
Submit technical literature and installation procedures to engineer, and maintain copy of installation procedures
on -site during construction, Manufacturer shall warrant that sealant is UV-protected and suitable for exterior
use on a concrete subgrade. Grey color, Include bond - breaker tape and sealant primer. Strictly follow
manufacturer's installation instructions, Protect bonding surface from materials that would interfere with
sealant bond, including curing compound.
14. Drainage Stone: NCDOT No, 57 or 67 washed stone.
15. Filter Fabric: Nonwoven geotextile, Linq 150EX, or equivalent approved in writing by engineer. Submit
technical literature and installation procedures to engineer, and maintain copy of installation procedures on -site
during construction.. Strictly follow manufacturer's Installation instructions. Lap fabric sections a minimum of
three feet.
16. Backfill Material: Contractor shall identify the source of backfill soil for approval and testing by a
Geotechnical Engineer. The proposed backfill soil source shall be evaluated for suitability and tested for
compaction characteristics, Backfill soil shall be placed In 12" loose lifts, with each lift compacted to 950/c of the
Standard Proctor (ASTM D 698) maximum dry density and within 3% of optimum moisture. In -place density
tests shall be performed to confirm compaction and other requirements, as directed by the Geotechnical
Engineer.
17. Backfilling : After concrete has gained 70% of design strength, as shown by compressive testing, backfill
may be placed behind the headwalls to a depth of no more than five feet above the top of footing. After the
concrete has gained 90% of design strength, backfill may be completed, Follow design requirements for backfill
compaction specified in roadway embankment design (by others), Backfill placed within five feet of walls shall
be compacted with hand - operated compaction equipment. Large compaction equipment should not be used
within this distance. See soils exploration report "Recommended Soil Parameters for Design of
Header/ Retaining Walls ". by Withers & Ravenel, dated October 27, 2006, for more information on backfilling,
18. Rip -rap: NCDOT Class 1.
EXISTING
TAIVI 10 1 I C
General Concrete Notes
L Concrete Protection for R/F (cover)
a. Concrete cast against earth: 3"
b. All other surfaces: 2 -1/2"
2. R/F splicing Distance (unless otherwise shown)
f #4 bar:
2'
• #5 bar:
2'
• #6 bar:
3'
• #7 bar:
4`
• #8 bar:
5'
s #9 bar:
5'
3. joints: Allowed joints are shown on the plans. If additional joints are
desired, Contractor is required to submit proposed jointing plan to the engineer
prior to submitting R/F shop drawings. Only joints shown on the plans or
approved in writing by the engineer will be allowed,
Drawing Legend
EL
Elevation
R/F
Reinforcement (steel)
T &B
Top and bottom
EF
Each face
Std
Standard
W/
with
TyP
Typical
Dia
Diameter
Min
Minimum
Max
Maximum
Sq
Square
TOF
Top of footing
TOW
Top of wall
TOS
Top of slab
Detail & section call -outs
or section number
Detail or section located on this sheet
sertinn ralleif nut nn this sheet
STRUCTURE LAYOUT
SCALE: %4" = 1' -0" -PLAN VIEW
DOUBLE 5x7 CAST -IN -PLACE
EINFORCED CONCRETE BOX CULVERT
AND WINGWALL
10
f'
(1 "
i Ps)
7.
:�.� . +� - ►..+�+� --,�
:e
Jr J. • •
=` SEAL
-• 3042 wiz
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551A Pylon Drive
Raleigh, North Carolina 27606
(919) 420 -7676
``...+ E El 172-V _ ' 12 2 P ED
LIA N i !_ M� r
s� L:J= s i�!= �. : G; t'' '
•.'7 '�:_ °4
lit f,11aciNczan Drmzs. Cary, 1'1orth Carolina 27511
tcl, 919 -469- -33) 0
for. 919-5'5-4545
Sheet No.
51

1 00- 1
a.XISTING GRADE
BETWEEN EXISTING CULVERT &
NEW CULVERT ALONG ALL
MATING SURFACES (FLOOR,
ROOF, & WALLS)
EXISTING BOX
CULVERT
HEADWALL
9 r -
O.C., DRILL INTO EXISTING
BOX CULVERT HEADWALL, 1211
MIN STICKOUT (BOTH
EXTERIOR WALLS, FLOOR, &
ROOF SLAB)
SEE PLAN VIEW FOR CULVERT EXTENSION LENGTH
3'X6' PRECAST BOX
T
SEE CIVIL DRAWINGS FOR GRADANG CULVERT (BY
OTHERS
. .. . .......
"- 3" fw WEEP HOLES 0. 10'm 0" 1 CTS.
17VTf:"D1r)D \A/Al 11
IKITr7DInD M/Al I
("' j ii \ PT I (1 \I(".'!TI I CF(`TI(lNl
INSTALL FILTER FABRIC &
*6 VERT. DOWEL W/ STD HOOK @
12" O.C. EXTERIOR WALL. EACH FACE
#6 HORIZ R/F @ 1211
O.C. EXTERIOR WALL,
=fte%w =Art=
2) @6 @611
HEADWALL
#6 VERT R/F @ 12!7
O.C. WINGWALL WALL.,
EACH FACE -�-�- )
#6 HORIZ R/F Ccu I'Ti
O.C, W'INGWALL WALL,
EACH FACE
R /F LAYOUT F-LOOR ROOF, WALLS
SCALE: Y2" = 11 - 0"
SCALE: 3/8" V-011
NO. Revision
date
y
1 Descrjl"-f'
,on
By
2' e Is- c r'p ion
r-n nn J" d
B
3 Deq., r n
/d d yy
y
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rip- ion
D -sc L
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--n 'd
By
52 2 S2
NEW 3x6' PRECAST BOX CULVERT
(BY OTHERS)
SEE DETAIL 4/S2
FOR ROOF SLAB
CORNER R/F
(AnTH RAIMP qN
INSTALL SEALANT @ c
WALL FACE (TYP.)
NEW 3x6' PRECAST BOX CULVERT (BY
OTHERS), SET BOX ON NEW FLOOR
SLAB
PLOWABLE CONC.
FILL CULVERT
SUPPORT TOKE
000-- 1211 EXT. WALL (TYP.)
ROOF /FLOC
311
11-311
2 #6 @ 611 L7S,
311
FINISHED GRADE
WING SLOPE
FOR 2:1 FILL
#6 BENT B
1:
1211 (TYP,
1 61 - 611
BOTTOM OF BOX CULVERT
CEILING SLAB
-EXTRA R/F @
BOX
WATERSTOP AROUND
PERIMETER OF BOX
CULVERT - 2 ROWS
1 1 oil
2f JN—SLAB TURN N DOW @ BOX
, � CULVERT, SEE LONG. SECTION
# THIS SHEET
CONTINUOUS
#7 @ 121, O.C. (2) REQ'D
CULVERT SECTION @ 3'x6'
BOX CULV PENETRATI0N
SCALE: Y2" = 1'- 0"
2
10, S2 S2 FOOTING
END ELEVATION
- --- ---- ------ - -
SCALE: 12" alw 1' - 0"
rm
-A i Km R/F 01AKto
.6 W/ 1811 LEGS,
','ENTERED ON
RECAST BOX
:ULVERT
1) E.F. (2 TOTAL)
1 CLR (TY'P.)
)R WALL R/F &
(TRA R/F @ BOX
EXT. WALL ELEV. @ 3'x6'
BOX CULV PENETRATION
SCALE: Y2" 1~ 1' - 0"
EXTRA R/F
#6 @12" EF
BENT BARS
d�
CORNER R/F DETAIL
45'0
41
LEG, BENT BAR
WALL R/F
BARS
WALL
REINFORCEMENT
o�
WALL CORNER DETAIL
SCALE: Y 11 = 11 - 011
NOTE: EXTRA R/F IS REQUIRED AT
BOTH THE INTERIOR AND
EXTERIOR WALLS
owl
5
X34 3 1--::
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Top IiA
Drive
551A
Raleigh, North Carolina 27606
[phone]