SW6090303_APPROVED PLANS_20090331 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION -INSPECTION
DOC DATE(2�
YYYYMMDD

A
SUBGRADE
2
3
4
FOREBAY
WET
POND
GRASS SOD
4" TEE WITH
EARTHEN BERM
3 FT
I" ORIFICE
SEE PLAN FOR ELEV.
EL_104.50
--
FREEBOARD
EL. 103.25
— — — — --
---------------------------
-
0
EL. 101.75
7Q
TEMPORARY
POOL
12" MIN.
EL. 10 1.25
- _
EL. 100.75
PERMANENT
POOL
O' VEGETATED l?.
12" CLAY
LINER
SHELF
E_L.96.75
6" TOPSOIL
--EL.-95.75 _
I' SEDIMENT
STORAGE
NOTES:
I. USE CLEAN COMPACTED FILL MATERIAL FOR EARTH BERM, STABILIZE
IMMEDIATELY WITH BERMUDA GRASS SOD.
2. SEE PLANS FOR SIZING OF OUTLET PIPE.
3. SEE PLANS FOR FOREBAY AND PLAN DIMENSIONS.
TYPICAL WET
DETENTION POND SECTION
PERMANENT VEGETATED r
SCALE (STABILIZE WITH
STRAW WITH NET LINING)
CLASS A
PERMANENT POOL RIP RAP ENERGY 5
ELEV. = 105.50 DISSIPATOR
(51L X 4'W X 9" T)
� r
BERM ELEV.= 106.50 RIP RAP LINED
FOREBAY (CLASS A)
----
1 FOREBAY S WALE
BOT. ELEV. = 10250 EL= 10450
------
- - FG=I0675
C TOP OF SHELF ,--`--------
-- ELEV. = l0/.75
----------- r
I I ,
A
I
c a r SEDIMENT
I� STORAGE
96.75
I
10' FOOT EMERGENCY'
SPILLWAY (HARDENED)
ELEV. = 10550 ? i A
USE 30 SY OF FILTE
FABRIC WITH 3 TONS °p a
MINI' DEPTH R/PRAP, 8 I I
WET PERMANENT POOL ' 'POND
� BOTTOM
DETENTION
5
D ELEV. = 10125 r
__ o
PERMANENT POOL 1 -----_-- I A
I
ELEV. = 10125-
1 I I
BOTTOM OF SHEL
ELEV. = 100.75
-- -- A
A -
/X N
SWALE A F =l E
INV=I 0
E
T !
E
I
DROP INLET W/ TRASH RACK
/ SEE PLAN FOR TOP ELEV.
/ TRASH RACK TO BE MADE FROM GALV.
STEEL BARS WITH MIN.OPENING
OF 2" SO. AND MAX. OPENING OF
5.5" SO., USE CONE OR PYRAMID TYPE.
4" STUBBED
INTO BOX
OUTLET PIPE
SEE PLANS
4" PVC SCREW
TYPE PLUG
�4" PVC TEE
_ -PERMANENT POOL ELEV
12"
4" PVC CAP WITH I"
HOLE DRILLED
i. THIS DRAWING IS THE PROPERTY OF MBAJ
6 / ARCHITECTURE AND IS NOT TO BE REPRODUCED
}VG OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THIS DRAWING SHALL BE CONSTRUED AS HAVING
THE SAME MEANING AS SIMILARLY INDICATED CON-
DITIONS WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT.
REVISIONS
GENERAL NOTES:
I. ALL PVC ROOF DRAINS WILL HAVE MAGNETIC TAPE WARNING DEVICE 6'BELOW SURFACE OVER PIPE.
2.AN EARLY SITE GRADING AND UTILITY CONTRACT WAS ISSUED FOR THIS PROJECT. AN AS -BUILT
SURVEY WILL BE PROVIDED. THIS CONTRACT WILL INCLUDE ALL PAVING AND FINISH GRADING TO MATCH
GRADES SHOWN. THE EXISTING GRADES SHOWN ON THIS PLAN IN PAVEMENT AREAS REPRESENT
THE FINISH GRADE OF THE PAVEMENT. THE EARLY SITE GRADING PACKAGE TOOK THIS INTO ACCOUNT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING GRADES PRIOR TO BEG/NING WORK.
3-TEMPORARY SEEDING WAS PROVIDED TO STABILIZE THE SITE PRIOR TO THIS CONTRACT.
THE CONTRACTOR WILL BE REQUIRED TO STRIP THE PAVEMENT AREAS OF GRASS AND ADJUST GRADES
AS REQUIRED TO MEET THE FINAL GRADES SHOWN ON THE GRADING PLANS.
0
RAEFORD,
NORTH CAROLINA
HOKE CAMPUS
NEW EARLY
COLLEGE BUILDING
/NV=/0495 TC=I0755 2 /0" PVC ROOF
DRAIN INV=10520 v'
SCO ID #07-0
/.MIN. ((/X MIN. =lrn7o Fc= s N
MIN.
ALTERNATE NOTES: -'
ALTERNATE NUMBER 8 - THIS ALTERNATE INCLUDES ASPHALT PAVEMENT,BASE COURSE,CURB AND GUTTER
STRIPING, ASSOCIATED EARTHWORK AND ALL INCIDENTAL MATERIAL AND LABOR TO COMPLETE DRIVEWAY B AND
THE IISPACE PARKING LOT AS SHOWN ON THE PLANS.
ALTERNATE NUMBER 9 - THE BASE BID WILL INCLUDE THE PARKING AREA THROUGH THE AGGREGATE BASE COURSE.
THIS ALTERNATE INCLUDES ASPHALT PAVEMENT,CURB AND GUTTER, STIPING,ASSOCIATED EARTHWORK AND
ALL INCIDENTAL MATERIAL AND LABOR TO COMPLETE THE PARKING LOT AS SHOWN ON THE PLANS. -
2
3
4
I
20 0 20 40
GRAPHIC SCALE IN FEET
6 7 8
DCC# 1641
/ 1/J—V1u
\\IIIIIII//
SEAL _
022609Zz
E
%1't�,Q'%�GINE�•�P ���
�IyIWAm
�t� ENGINEERS
„m Ra PLANNERS
-•I AlECONOMIST
���FAC�
Wilbur Smith Associates
421 Fayetteville Street, Sulte 1303
Raleigh, NC 27601 [phone]
YS
CHARLOTTE SHELBY
1300 BAXTER STREET POST OFFICE BOX 2285
SUITE 300 215 E. WARREN STREET
CHARLOTTE, NC 2B204 SHELBY, NC 28151-2285
7041375-2510 7041484-0264
RALEIGH
4020 WAKE FOREST ROAD
SUITE 301
RALEIGH, NC 27609
919/573-6400
GRADING AND
F DRAINAGE PLAN
0831 100% CD
REVIEW
02.09.09 C3.0
RELEASE DATE SHEET OF

n
I�
c
I
AN
F
i
1 1 2 1 3 1 4 1 5 1 6 7
PLANT LIST
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
RB
8
BETULA NIGRA
RIVER BIRCH
8'-1011
MULTI -STEM
Aft
BC
7
TAXODIUN DISTICHUM
BALD CYPRESS
8'-1011
FT
36
ALOPERCURUS HOWELLI
FOXTAIL
1 GAL.
O
SG
39
CLADIUM JAMAICENSE
SAWGRASS
1 GAL.
CL
36
CANNA LILY
'BENGAL TIGER' CANNA
1 GAL.
I
_J
NOTE: SHREDDED BARK MULCH IN PLANTED AREA
2 STRANDS OF 12
GAUGE WIRE
/2" DIA. RUBBER
HOSE
2"X4"X8' STAKE
SAUCER
91
3' MIN.
1. THIS DRAWING IS THE PROPERTY OF MBAJ
8 ARCHITECTURE AND IS NOT TO BE REPRODUCED
OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THIS DRAWING SHALL BE CONSTRUED AS HAVING
THE SAME MEANING AS SIMILARLY INDICATED CON-
DITIONS WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT.
REVISIONS
INO
RAEFORD,
NORTH CAROLINA
B
HOKE CAMPUS
NEW EARLY
COLLEGE BUILDING
c
I
D
r
4" MULCH (PINESTRAW) E
SAUCER
1 / c- FINISH GRADE
6"
:..... v,.
WRAPPING
-REMOVE BURLAP
EXISTING SUBSOIL
fill;` fill
REMOVE BURLAP
FROM TOP 1/3 OF
PREPARED BACKFILL
6"•; '::'•:'
FROM TOP 1/3 OF
ROOT BALL
(TO CONSIST OF 1/3 PEAT MOSS,
ROOT BALL
1/3 SAND, 1/3 ORGANIC TOPSOIL)
4" MULCH (PINESTRAW)
SHRUB
PLANTING
DETAIL
FINISH GRADE
NO SCALE
EXISTING SUBSOIL
PREPARED BACKFILL
(TO CONSIST OF 1/3 PEAT MOSS,
1/3 SAND, 1/3 ORGANIC TOPSOIL)
TREE PLANTING DETAIL
(WITH STAKING AND GUYING)
NO SCALE
SCO I D #07-07175-01 B
DCC# 1641
A�� t NGLNEELt3
,-MBEPLANNERS
ECONOMIST
Wilbur Smith Associates
421 Fayetteville Street. Suite 1303
Raleigh NC 27601 [phone]
CHARLOTTE
SHELBY
1300 BAXTER STREET
POST OFFICE BOX 2285
SUITE 300
215 E. WARREN STREET
CHARLOTTE, NC 28204
SHELBY, NC 28151-2285
7041375-2510
7041484-0264
RALEIGH
4020 WAKE FOREST ROAD
SUITE 301
RALEIGH, NC 27609
9191573-6400
F LANDSCAPE PLAN
SHEET TITLE
0831 100% CD
REVIEW
02.09.09
1 2 3 4 5 6 7 8 RELEASE DATE SHEET OF

2 1 3
4
5
DROP INLET W/ TRASH RACK
FOREBAY
WET
POND
SEE PLAN FOR TOP ELEV.
TRASH RACK TO BE MADE FROM GALV.
STEEL BARS WITH MIN. OPENING
GRASS SOD
4" TEE WITH
OF 2" SO. AND MAX. OPENING OF
EARTHEN BERM
3 FT
I" ORIFICE
5.5" SO., USE CONE OR PYRAMID TYPE.
SEE PLAN FOR ELEV.
A
�
_ --------- EL_ 104.50 _ -
--------------------
_ -
_ _ - _ F
-----
°
J.- - --EL._103.25 -
7
FREEBOARD
GRADE
TO SUBGRADE 3.
EL. 101.75
TEMPORARY
POOL
(CLASS
A RIP RAP o
12" MIN.
EL. 10 1.25 _
_ _ _
_ _ _ _ _ _ _ - _Y
Oe
TO BE
INSTALLED
EL. 100.75
4" STUBBED
UNDER
SEPERATE
CONTRACT) SUBGRADE
PERMANENT
POOL
INTO BOX
10' VEGETATED `�
12" CLAY \
LINER
SHELF
EL. 96.75
_ 6" TOPSOIL_
EL. 95.75
1' SEDIMENT
STORAGE
6 1 7
GENERAL NOTES:
I.INSTALL MAGNETIC TAPE WARNING DEVICE 6" BELOW SURFACE
r 4" PVC SCREW
OVER ALL ROOF DRAIN PIPE.
TYPE PLUG
2 ADJUST FINAL GRADES SHOWN IN PAVEMENT AND BUILDING
�4"PVC TEE
AREA To ACCOMMODATE PAVEMENT AND SUBBASE THICKNESS
AS SHOWN ON SHEETC202.
PERMANENT POOL ELEV.
-
3. CORE 4` OPENING IN CATCH BASINS AT GRADE POINT TO
12"
ALLOW DRAINAGE INTO INLET. PROVIDE PROTECTION AROUND
OPENING.
4" PVC CAP WITH I"
HOLE DRILLED
4. AREAS SOUTH OF THE PARKING LOT SHALL BE CONSTRUCTED
TO FINAL GRADE.
'OND BOTTOM
5.PROVIDE TEMPORARY SEEDING TO ALL AREAS UPON COMPLETION
OF ROUGH GRADING. PROVIDE PERMANENT SEEDING AROUND POND AREA
6.PROVIDE AS- BUILT SURVEY OF GRADED AREAS AND UTILITY
NOTES: 'CLAY LINER AND TOPSOIL -OUTLET PIPE LOCATIONS.
TO BE INSTALLED UNDER SEE PLANS
I. USE CLEAN COMPACTED FILL MATERIAL FOR EARTH BERM, STABILIZE SEPERATE(CONTRACT)
IMMEDIATELY WITH BERMUDA GRASS SOD.
2. SEE PLANS FOR SIZING OF OUTLET PIPE.
I
N
I. THIS DRAWING IS THE PROPERTY OF MBAJ
ARCHITECTURE AND IS NOT TO BE REPRODUCED
OR COPIED IN WHOLE OR IN PART. IT 15 NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THIS DRAWING SHALL BE CONSTRUED AS HAVING
THE SAME MEANING AS SIMILARLY INDICATED CON-
DITIONS WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT,
REVISIONS
D A UL_nDFl
SCALE (T ILIZEVCD`C ICU
SWALE (STABILIZE WITH
-
COLLEGE BUILDING -
STRAW WITH NET LINING)
m
CRIPLASS A
PERMANENT POOL RAP ENERGY
TP-1o779 :
F-I
ELEV. = I05.50 DIS SIPATOR
FG=los75
(5'L X 4W X 90T)
- ------ -------- ------- - c�
�- l06 I
_ �
TC=10755 �
SCO I D #07-07175-01 B
BERM ELEV.= 106.50 FOREBAY LINED
A)
l� MIN. ���� ��
UlN• l% MIN. TP=10770 FG=I0783 N
MV
7 LFOF}yRG :. y
DCC# 1641
TC=10650 27 MIN. --
FOREBAY
BOT. ELEV. = 10250 E = 0450 i
INV. _ 104.60 TC=10760
108 TP=10752 ..
- - FG=10675,
IND , ✓
TP=108.46 L
C
TOP OF SHELF - - - - - - - -
ELEV. = 101.75 -- - - _
2%
-- --- �'
-----
GRADE TO DRAIN
- 1 I I
'-------------- I i
- I 3
i
I '
FF ELEV.=10850
27 MIN. ✓ ,
3 (Y A
✓ -
TP=1o750 f
U�nuU
SEDIMENT I I
Boa -
TP=lows
��� N CA o
�
• �'. l 's
I STORAGE
� I I I
96.75 i r E
10' FOOT EMERGENCY ' o I N. 9J6/A7 - 022609 = c
.;
SPILLWAY (HARDENED) I I '.�'t�''FNCI
ELEV. = 10550 A TP=10750
I E: 21,454.80 FG-lrn5o USE 30 SY OF FILTE °off I •,i�jC
FABRIC WITH 3 TONS °pQ�, f �K p
OF CLASS A RIPRAP, °�g I i i i i 0 INV.=I0350
MINI' DEPTH $3° IWET DETENTION
PERMANENT POOL 'ELEV=95750M 2/ J ss
ssco
D � - - - �5s INv.=loi5s
ELEV. _ l0/25 i ' i i i I I I
I I - - - - - - - i ' I i A CAP AND PROVIDE 728� LF 4" SANITARY SEWER SERVICE SS �'�
PERMANENT POOL - - - - - - - _ _ _ REBAR AT END 2Z MIN. (PVC SDR35) 0 /•92Y ass
ELEV. = 101.25 % I FOR LOCATION. - ss
TP=108.46 TP=10800 - TP=107A5
BOTTOM OF SHE PERMANENT VEGETATED
ELEV. = I00.75 \ - - - - - - - - _ �� %
__ SWALE (STABILIZE WITH � � � ,
INV.=98.00
I % STRAW WITH NET LINING)
- ,
- - A TP=106.46 ,
-----
TP=108.46 241N, - �/�� - PLANNERS S
ECONOMIST
------------1.I GR�E Tp
A TC=10750 108
Rom" Wilbur Smith Associates
TP=107.36
°1 DI TP=10766 TC=10750 _
N: 8,870.93 TC=108J5 _ 421 Fayetteville Street, Suite 1305
E:2/,48L64 !z MIN. li MIN• ��LLJ RaleTgh,NC 2760/ (9/9)755-0583
O TOP = 10450 A FG-1o765 Q CB "l 1
INV IN.3" = 10125 �3 _
INV.OUT = 95.75 - - - - - - - - - - - - - - N: 9,23920
E. 21,583.03 ,
n TC=10750 GRATE ELEV= 106.06
INV IN. = 93.43
INV. OUT = 93.43
E A TC=108DO fur) - G E •
--
ALE
N 8.879.09 INV 1 v N ; -
E: 1,586.30 IRE HYDRANT 25' rC=1rn65 ip>
TOP = 10850 Tc=lrn75 (PVC C- 108 Martini Boa] Anthonyhnson
ITWIN. = 95.23 W 307 6' ATER MAIN (PVC C- ) W 3' MIN. OVER SEE DETAIL W y
OUT = 95.03 A _ . _. 243 LF OF 6" WATER MAIN (PVC C-
360 LF OF 24" RCP "
CHARLOTTE SHELBY
1300 BAXTER STREET POST OFFICE BOX 2285
SUITE 300 215 E. WARREN STREET
-- CHARLOTTE, NC 28204 SHELBY, NC 28751-2285
7041375-2510 704/484-0264
RALEIGH
4020 WAKE FOREST ROAD
SUITE 301
_ RALEIGH, NC 27609
-- - _ 9191573-6400
_ _ r
GRADING AND
E E DRAINAGE PLAN
SGcJ3°3�>i
45ZO3 3y5/zaof
20 0 20 40
GRAPHIC SCALE IN FEET
1 2 3 4 5 6 7 8
I I 1 I I I 1 I I 1 I I
0831 100% CD
REVIEW
PROJECT NUMBER
02. 09. W G203
RELEASE DATE SHEET of
I � I

Z MIN
CONPAGTE 8'MIN
4i
A 2J(MAX.)
2J SLOPE !MAXI SE
INBOTTOM
CUSS SEA SECTI6NION CCffll
UPSLOPE TOE -_,POSITIVE GRADE i
SIDE SLOPES
2 s 1(MAXJ
NOTES: PLAN VIEW
IMMEDIATELY SEED DITCH AFTER CONSTRUCTION.
TIE DIVERSION DITCHES TO SEDIMENT TRAPS,
SEE PLANS.
WHERE VEHICLES CROSS DVERSION,USE
GRAVEL DIVERSION DIKE SEE DETAIL DN THIS SHEET.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND
AFTER EVER/ RAINFALL IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED WHEN THE AREA
PROTECTED IS PERMANENTLY STABILIZED REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITIR THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TYPICAL DIVERSION DITCH
g NTS ,
2
3
SEE PLAN FOR BAFFLE LOCATIONS
1800 CU FT/ACRE NCDOT #57
STONE
ti•
2" MIN. oo c
NOTES: `
I. USE FOR DRAINAGE AREAS
2. EARTH BERM SHALL BE STABILIZED w/ SEEDING
IMMEDIATELY AFTER CONSTRUCTION.
3. USE CLEAN COMPACTED FILL MATERIAL FOR EARTH BERM.
DESIGN
SETTLED
TOP 2 I"
MIN
III -III III III -III III V �°�
CROSS SECTION
5 FT
MIN
C�LW�
4
1.5 FT }
�o D i CLASS B
of STONE 5 FT
oD•/ MAX
O 1
9_9 o
FILTER
FABRIC
OVERFILL 6"
/ FOR SETTLEMENT
00 12 FT MIN
11- III=_ O�o0pO � o -111- SIDE
5 FT 11-1 �O Q'o� o� o0 00 -III- SLOPE MAX
MAX FILL ICI=�- 0g0��� °O �o��o �,1
III-1II oOo5O o0= -I
0
-11
FILTER 0 d ca �°� _' 1: 1 SIDE SLOPE
FABRIC �0o�O =-1 MAX
0 0 _ _ NATURAL
�3 FT GROUND
MIN
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AFTER CACTI PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
TEMPORARY SEDIMENT TRAP
NTS Al
NUTE: SEE 5HEET GZU3 FUR AUUiTIUNAL DETAILS
AND LAYOUT ON THE STORMWATER POND TO BE USED
AS A TEMPORARY SEDIMENT TRAP.
CONSTRUCTION SPECIFICATIONS DEWATERING
�- CONCRETE BLOCK
I. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
-�
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
C
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
_ � � m
o
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT-,C;}°
ain
-
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
�9 -
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
pow
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
-
BLOCK OPENINGS.
90 � �
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
o `�b�
3. USE CLEAN GRAVEL, 3/4 TO 112 INCH IN
�8
DIAMETER, PLACED 2 INCHES BELOW THE TOP
A
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND,Co
SMOOTH IT TO AN EVEN GRADE. DOT "57 WASHED
11
I UNL h k1 CUMMLNDf U.
-
4 FOR CIIRR DROP INLET REMOVE BACK OF PROTECTION
___. 1..
AND ADJII', I U III 1111M.
MAINTENANCE
INSPECT THE BARRIER AT LEAST WEEKLY
TEMPORARY SEDIMENT
AND AFTER EACH SIGNIFICANT ( 1/2 INCH OR GREATER)
RAINFALL AND MAKE REPAIRS AS NEEDED.
POOL
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS.
V MINIMUM
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
2' MAXIMUM �90,
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,
raoB9��
_
AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING=III-
III -III III-IIIII
THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND
COMPACT IT. APPROPRIATLEY STABILIZE ALL BARE AREAS AROUND
SEDIMENT -IIIII
D
THE INLET.
■ �I
I F
v
v R1
"
E<I - Z
CD 0
0
r-OT-1ca
FITT
TZ-1xD
=-nZym
2 Cc MD
00
Z �O FT
cID �D
o
N O
Z
TYPICAL BLOCK AND
GRAVEL INLET PROTECTION
NTS
2" WEEP HOLES
11X
I
Y_
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIOP'^"
M
C7 Z ---- TOP ELEVATION
O
F­ STD. 840.16 FRAN
Z -- -- & GRATE
J 0 01 ( _
A a"
� M z x
spa
C.) v `
me
0 v 1
ITT
= Z m ME NOTE DOMEL(SEE NOTE) MAX. PIPE THIS SIDE - 18"
m `) SECTION -X-X SECTION Y-Y
-t o
x
-°
o
o
o
o °
GRAVEL CONSTRUCTION ENTRANCE
TO BE INSTALLED BEFORE CONSTRUCTION
° °�p� o 4LF! ACTIVITIES BEGIN.
2: 1 SLOPE GRAVFI FII TER ND �µY'" A J '�¢?
5 E � a /
cD�S SSE °
WIRE SCREEN Z�'jOCEGV '
f
DEWATERING
T MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD
Aso o16" OR SEDIMENT FROM LEAVING THE SITE.THIS MAY REQUIRE
o - ■ PERIODIC TOPDRESSING WITH 2-INCH STONE.AFTER EACH
RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT
AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
-ITT-III-, OBJECTIONABLE
RO�AYS6ALS SPILLED, WASHED, OR TRACKED
=III -III -III
IITI-III TEMPORARY GRAVEL
II=ITI CONSTRUCTION ENTRANCE/EXIT
NTS
Al
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL MOP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR W4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. N0. 840. 00.
CONSTRUCT WITH PIPE CNOMNS MATCHING.
INSTALL 2" WELPHOLES AS OIRECIED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINI" OF 1 CU6IC FOOT OF NO 7801 STONE IN A
POROUS FABRIC GAS OR WRAP, AT EACH WEEP ROLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SHEET 1 OF 1
840.14
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON YIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YIDS
DEDUCTIONS FOR
__- _
PIPE SPAN WIDTH YIN. HEIGHT
CONC. IN BOX
ONE PIPE
D
A
B
H
BOTTOM
WALL PER
"�
SLAG
FTn
E:M N
12"
3'-0"
2'-0"
2'-0'
0.222
O.Z.222
0.592
0.015
0.028
151.
- -
-- 2-3"
0.648
0.023
0.038
18'
2 6"
0.703
0.033
0.049
24'
3 0"
0.814
0.059
0.085
30'
2' 0"
3 6"
0.222
0.092
0.127
3'-0
_
0 222
0.625
2
-M4 BAR
DOWEL
z
o�
<<
TZ-T¢C'3V
G.
LL _j Z
0 0 0 x
LU
a�¢oH
F
�¢LL0 aJa
O 0 co d
Z .,
�>
w O
Q
0 F
LL W
C7 J
Z Z a
H
Cl-
cc
O.
� O o
¢ o
o = .
IP-
o W
x 01
Tti
CD Q
z C�
w
3
5 6
STEEL POST B MAX•
WOVEN WIRE FABRIC VARIABLE AS DIRECTED BY THE ENGINEER
k!F60�R
NCE
ILE FABRIC
FILL SLOPEMIN.10 GA
LINE WIRES
ADE
.COVER
SKIRT
R SKIRT FRONT_j
IR OF SILT
FENCE FAILURES. USE 3 m_ NOTES:
SIDE VIEW No.57 WASHED STONE.
FOR ANCHOR WHEN SILT LEND OF SILT FENCE NEEDS TO BE TURNED UPHILL
FENCE IS PROTECTING LAT SILT FENCE OUTFALLS (WHERE FLOW LEAVES SILT FENCE)
CATCH BASIN. USE HARDWARE CLOTH BETWEEN POSTS AND OMIT SILT FENCE FABRIC.
PROVIDE NO 57 STONE TO FILTER SEDIMENT. EXTEND STONE Y
BEYOND POST ON EACH END. STONE HEIGHT TO BE Y.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD
�I E lN FF�NE REPL SEDIMENT FENCE COLLAPSE,TEAR,DECOMPoSE OR
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEOUAT€F
STORAGE VOLUME FOR THE NEXT RAN AND TO REDUCE PRESSOR ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERLY STABILIZED.
TYPICAL SILT FENCE
NTS
f MAX.STEEL POSTS I,cc c::oonoT wloc Ws w on c
4'REMO✓ABLE THREADED
BRASS PLUG (FLUSH WITH
FINISH GRADE)
2' SQ.X 4' THICK
CONCRETE SLAB
7
TEMPORARY SEEDING SCHEDULES:
LATE WINTER & EARLY SPRING (JAN. 1 - APR. 15)
TYPE RATE (LB/ACRE)
RYE 120
ANNUAL LESPEDEZA (KOBE) 50
FERTILIZER (10-10-10) 750
AGRICULTURE LIME 2000
MULCH (STRAW) 4000
SUMMER (APR. 15 - AUG. 15)
TYPE RATE (LB/ACRE)
GERMAN MILLET 40
FERTILIZER (10-10-10) 750
AGRICULTURE LIME 2000
MULCH (STRAW) 4000
FALL (AUG. 30 - DEC. 30)
TYPE RATE (LB/ACRE)
RYE 120
FERTILIZER (10-10-]0) 750
AGRICULTURE LIME 2000
MULCH (STRAW) 4000
MAINTENANCE:
REPAIR, RESEED, AND REFERTILIZE DAMAGED AREAS IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY FALL SEEDING BEYOND JUNE 15, OVERSEED
WITH KOBE IN LATE FEBRUARY OR EARLY MARCH.
PERMANENT SEEDING SCHEDULE: (APR. - JULY)
TYPE RATE (LB/ACRE)
CENTIPEDE 25
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10
FERTILIZER.
MULCH
DO NOT MULCH.
MAINTENANCE
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH pH OR EXCESS FERTILIZER.
FINISHED GRADE FINISHED GRADE
FINAL
BACKFILL
FINAL
BACKFILL
UNDISTURBED SOIL
2J 0
FINISH GRADE INITIAL
1. THIS DRAWING IS THE PROPERTY OF MBAJ
ARCHITECTURE AND IS NOT TO BE REPRODUCED
OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THIS DRAWING SHALL BE CONSTRUED AS HAVING
THE SAME MEANING AS SIMILARLY INDICATED CON-
DITIONS WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT.
REVISIONS
NO. DATE DESCRIPTION
2/12/09 EROSION CONTROL ADDITIONS/
CLARIFICATIONS
A
RAEFORD,
NORTH CAROLINA
BI
HOKE CAMPUS
TALLIC TAPE
UNDISTURBED C
SOIL
2' 0'.: BACKFILL
INITIAL / SPRING LINty , r o -/ •67 STONE
BACKFILL 8g° oa :�
HAUNCHING 0 gy , ,"g /PIPE GRADE
A�
WYE / �i MINIMUM SIDE TAMP WELL UNDER i MINIMUM SI
6" •67 STONE 6" O.D. OF PI E 6" CLEARANCE
CLEARANCE BOTTOM HALF
WHEN ROCK IS 6 O.D. OF PI E6
awn Mcan un nIAIIUYT MAINTENANCE: -MAXIMUM SIDE OF PIPE
FRONT VIEW ENCOUNTERED 12" O.D. OF PI E12"
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH CLEARANCE
RAINFALLMAKE ANY REQUIRED REPAIRS IMMEDIATELY.
NOTES:
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE PLUG AT END OF LINE
I.BOTTOM OF BAFFLE MATERIAL TO BE SECURED USING MIN. 8' FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE. OR BECOME DUCTILE IRON PIPE &
STAPLES OR PINS OR BY TRENCHING AS FOR SILT FENCE. INEFFECTNEREPLACE IT PROMPTLY. REINFORCED CONCRETE PIPE PVC PIPE
?-TOP OF FABRIC TO BE 6'HIGHER THAN THE INVERT OF THE SPILLWAY.
STOP OF BAFFLES SHOULD BE Z' LOWER THAN THE BERMS. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND NOTES:
TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID I. TRENCHES REQUIRING SHORING AND BRACING. DIMENSIONS SHALL BE TAKEN
DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH FROM THE INSIDE FACE OF THE SHORING AND BRACING.
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. 2. NO ROCKS OR BOULDERS 4'OR LARGER TO BE USED IN INITIAL BACKFILL.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY J. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL
DEPOSITS . BRING
THE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT C LEANOUT DETAIL DEPoS?S,BRING THE AREA TO GRADE AND STABILIZE /T. 4. BACKFILL SHALL BE TAMPED IN 6"LIFTS IN TRAFFIC AREAS. l2'lN
NON -TRAFFIC AREAS.
POROUS BAFFLE NTS 5.ACHIEVE 807. COMPACTION /N NON -TRAFFIC AREAS.AND 957 COMPACTION
IN TRAFFIC AREAS.
A6.IF IN EASEMENT 4'TOPSOIL AND 10 CLEAN SELECT FILL IS REQUIRED.
NTS
7. NO BOULDERS FIN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL
TYPICAL PIPE TRENCH DETAIL
Z
00
}
~ <
<<
�
6" WALL
► - 6" WALL
8" WALL
B" WALL
U
LL
-I¢O
0 o cf)
all
ULI ¢ Z
< F F.
CnFLLOJ
"I
I-L
L 1
W o
0
PART SECTION
PART SECTION PART SECTION PART SECTION
6" WALL
6" WALL WITH 4" LIP
8" WALL
8" WALL WITH 4" LIP
O z -
v o
�Z x I I
o
1
G) M w
oPART SECTION
CA y v OF END ELEVATION
70 171 D
H
cv�
m
N x
GENERAL NOTES:
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB.
SHEET 1 OF 1
840.00
4
TABLES OF QUANTITIES FOR PIPE SET IN PAD
-- C.Y. QUAN7ITI8S
PD'S "W" "wt" "T" IVIIEP L IS
D DIM DM DUI 12" 18" 201I
12"
+' +gib"
O'-7h'
0'-2"
0. G05
0.007
0.008
15"
1'-3`
0'-9Yy"
0'-2"'
0.006
0.008
0.010
18"
1'-51/4"
0'-1048"
0'-2"
0.007
0.010
0.012
24"
C-844"
l'-OW
0'-3"
0.011
0.014
0.018
30"
2'-01/4"
1'-234"
O'-31-1"
0.014
0.018
0.023
36"
2' 3�k
+"
0'-4"
0.017
0.023
0.025
42"
2'-71b"
1'-7"
0' 51/4"
0.025
0.030
0.038
48"
2'-101
1' 844"
0'-544"
0.028
0.038
0.047
54"
W-21�"
1'-101�"
0'-814"
0.035
0.047
0.058
60"
3'-5%"
2'-01/4"
0'-644"
0. 042
0.058
0.071
66"
72"
3'-9"
4'-Olt"
2'-21/4"
2'-344"
0'-71r4"
0'-7
0.050
0,059
0.067
0.084
0.078
0.088
5
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HEET 1 OF 1
840.00
v
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SHEET 1 OF 1
840.22
IF W
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-- 1
PLAN GRATE SECTION Y-Y -Fos±" CIA. BOLT W
1���+" +Q" +Q" +" FRAME SECTION Y-Y I�Iw
1" lO" 101, 1,1 - LL V
-
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GRATE SECTION X-X f 1 W
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4'-0" ,:_,,III PLAN
FRAME SECTION X-X 2'-n" U.
FRAIME SECTION X-X NOTE:
SEE STD. DWG" 840.25 SHEET 1 of 1
FOR FRAME ANCHORAGE. 840.22
0
In
NEW EARLY
COLLEGE BUILDING
SCO ID #07-0
DCC# 1641
S ` i 022609 - c
.\�
��K71 AmOv
6������ F.WINEEBS
IME11 PLANNERS
UM,- ECONOMIST
���0�/
Wilbur Smith Associates
421 Fayetteville Street, Sulte /303
Ralelgh, NC 27601 (9/9)755-0583
FIN
CHARLOTTE
SHELBY
1300 BAXTER STREET
POST OFFICE BOX 2285
SUITE 300
215 E. WARREN STREET
CHARLOTTE, NC 2B204
SHELBY, NC 28151-2285
704IJ75-2510
7041484-0264
RALEIGH
4020 WAKE FOREST ROAD
SUITE 301
RALEIGH, NC 27609
9191573-6400
DETAILS
F S�T�ofedo3 3/dlImp F
G Zo 3/>1/im9
0831 100% CD
REVIEW
PROJECT NUMBER
02.09.09 G204
RELEASE DATE SHEET OF

C
E
F
1 2 1 3
FOR REFERENCE
FILL WITH REQUIRED
3.OTYPETOPSOIL / SEED AS
/SPECIFICATIONS
2Y MIN. 2Y MIN.
lam :ii:�'7•i::i�T•Yi.•':;3\'Q'J•%' Z\�. �� 1\�� \� �'j��� �Z��\\ 'f\•�di\\ \ ����\� \ Pi • ���i ♦ .
• 1 1
CONCRETENTS
/ GUTTER
SEE DETAIL THIS SHEET
2N TYPE SF9_5A ASPHALT
SURFACE COURSE
;:;
i �.ij �?��_�i•1•�:�i i�••iil:'i�uG�s:�: C•\�Jlii�l�i_aJ!i'� .I_1.�:�- .�_dP�_•�i �.�1
!COURSE
REQUIREDFILL WITH
TOPSOIL A/ SEED AS
TYPICAL PARKING LOT
PER SPECIFICATIONS ffYP).
i. THIS DRAWING IS THE PROPERTY OF MBAJ
/ /l OR
RE AND IS NOT TO BE REPRODUCED
lyJ{ OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
GRADING AND UTILITY PACKAGE ONLY D MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THE SAME DRAWINGSHALL
LASESM� SIMILARLY INDICATEDAS VING
CON-
E SEWN WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT.
REVISIONS
%2' RAD.
3' RAD.
RAD.
�� A2 f A� �� A2 A2
to 1111 A2 F, to
-06
TYPICAL CURB & GUTTER DETAIL
NTS
COMPACTED SUBGRADE
4" CONCRETE WALK DETAIL
NTS
NOTES:
I. THESE PLANS ARE FOR A SITE GRADING AND UTILITY PACKAGE. THIS PLAN IS FOR REFERENCE
AND HORIZONTAL CONTROL FOR STAKING AND LAYING OUT THE SITE. COORDINATE WITH OWNER'S
SURVEYOR FOR CONTROL POINTS AND TEMPORARY BENCHMARKS.
2. REFER TO SHEET G203 FOR DRAINAGE AND GRADING PLANS.
NTS
N.- 8,94623
E. 21,30429
N:8,955.44
N:91017.44
N.9,061.44
&
E: 21-125,76
E. 21, 525.65
E. 21,32525
GUTTER mP)CURB
N. 894634
-------------
m N. 8 999.45
m
----------
d
m
E: 21.31585
dl E. 2/,325_81
m
Q
Q' �{
¢)
N. 9.07053
N
<` N:9,056.48
M
E.21033BO
E: 21,328.94
5'
N:8,994.48
��:
N.9J86.31
N:894653
- - - - - - - - - - E:2/334s3
___________
E: 21,32955
'�} �s
AJ
N.-9,082.48
E: 21,328.00
/ --
`
E. 21,329.39
E. 21,329.04
9A22.48
E. 2132928
---------------------------
l3JT
----------------------------
`
N.-
9,186.92
I
I I
I '
E: 21,389.17
N. 8,843.72
E. 2155527
:aC
83 SPACE ASPHALT
PARKING LOT
2' CONCRETE CURB &
GUTTER (TYP).
N. 9,058.45
E. 21,52693
N. 9,024.45
n:0'ma.9T
m
\, m
t
E.2/1
E:2/52352
+` N:9,OOISO
24'
E 2IS3I83
N:8-W.60
rn
°�
- - - - -
- -
-Q.,{
E. 2/S42B7
E: 2T53Ib7
N.811 LIMITS OF DRIVE &
E.2/53279 HEAVY DUTY ASPHALT
(TYP.)
N::
S E.
ll SPACE ASPHALT
FIRE HY
N:8949D3
PARKING LOT
E: 21
FOR REFERENCE
— 4 THICK CONCRETE
SIDEWALK (TYPJ
e:1
DRIVEWAY B q
ASPHALT
DRIVEWAY
N. 9,27978
E: 211 N: 9001
E. 211
7428'
R
T 15'
N: 9J6/A I
'
\ N.- W5M558
E: 21,454 80
N.
E 21,439.48
CO
N:929E: 2/,43460
ss16, WALL
SS
ss o INV.=10/58 10� (TYPJ
W/ STONE TOP
CAP
AND PROVIDE
285 IF
4'S ANITARY SEWER ss�
REBAR AT END
CONC.
SERVICE
(PVC SDR35) v I• R
FOR
LOCATION.
PATIO
MU
,?THICK CONC.
N:9.08426
SIDEWALK (TYP)
E:2/,509J6
ALTERNATE NO.I
N.9J56.49
.83.
N.9J28.08 i
E.21,496.85
N.9,206J4
E. 21,522J7 ... JI
N: 9J5661
E: 21,495.05
W
E. 21,508.64
N.-9)02D6 Q
-
E. 21514JB 3 W N. 9J74.35
U
c p 5' N 99J54A8 E: 21521.75
E:2/5
.21,5 222.7 26' E.21,52193
Rl 'vim
Ln
N: 9J5920
`o h E- 2153559
N:9A63.a9 Q �l N.-9J9O93
E. 0531.2.7 E. 21560.63
0 N: 9239.09
7A59Bi N: 9,12320 E: 21571.03
J570.30 E.21535.73 N:2J53A9
_ E: 2/552.46 dl
tZAND
TE VALVE AND BOX ASPHALT
DRIVEWAY
m
4' METER /N VAULT.
DRANT o 24 LF 6'
15494 (PVC C-900) 307 LF F WATER MAIN (PVC C-900) N
58470 W W
6' X 6' X '4' TEE
6' GATE VALVE
AND BOX
6' X 6' TEE
WITH BLIND
FLANGE
- GRADING AND UTILITY
2 3 4 5
PACKAGE ONLY
no
n
RAEFORD,
NORTH CAROL_M
B
HOKE CAMPUS
NEW EARLY
COLLEGE BUILDING
N. 9,43276
E: 21299 RR
SCO I D #07-07175-01 B
- - DCC# 1641
i
1CARp lli,,�
19591' TIE TO EXISTING SIDEWALK_ _ �•• oQ�•',,,,," !
.� .
AAL
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- d„
TIE TO EXIST.
5 o INV.=99.66 MANHOLE WITH
SS INSIDE DROP
SEE DETAL
ss
INV.=98.00
������ ENGINEERS
,��NSA PLANNERS
EECONOMIST
Wilbur Smith Associates
421 Fayetteville Street, Suite 1303
Raleigh, NC 27601 (9l9)755-0583
1
-- E •
N. 9,4/5.88 1
DRIVEWAY A C E. 2/569.43 re
' 1
3' MIN. COVER SEE DETAIL W Maran BOal Anthony & Johnson
CHARLOTTE SHELBY
TIE TO EXISTING . 1300 BAXTER STREET POST OFFICE BOX 2285
WATER WATER MAIN. SUITE 300 215 E. WARREN STREET
-- -- CHARLOTTE, NC 213204 SHELBY, NO 28151-2285
_. 7041375-2510 7041484-0264
RALEIGH
-- 4020 WAKE FOREST ROAD
- -- SUITE 301
RALEIGH, NO 27609
-... _ 9791573-6400
Vi
SITE PLAN
�5�� 303 3/3!/z�rrq
G ZoZ �/5�/uop
0831 100% c0
20 0 20 40 REVIEW
PROJECT NUMBER
GRAPHIC SCALE IN FEET
02. 09,09 G202
7 g RELEASE DATE SHEET of

COMMONITY COLLEGE HOKE
CAMPUS
SANDHILLS COMMUNITY COLLEGE - HOKE CAMPUS
R,.,AEF0R..,D, NC
SCO ID #07-07175-0113 DCC#1641
DRAWING INDEX I I PROJECT TEAM
GENERAL - - ARCHITECTURAL
G200 COVER SHEET — —
CIVIL = -
G201 EROSION CONTROL PLAN — — •
G202 FUTURE SITE PLAN — — arc' 1 ec ure
G203 ROUGH GRADING AND UTILITY PLAN — —
G204 DETAILS — —
G205 DETAILS - - 4020 WAKE FOREST ROAD SUITE 301
- RALEIGH, NORTH CAROLINA 27069
(919)-573-6400 FAX [phone]
LOCATION MAP .�� ENGINEERS
(A�04.1
I♦�PLANNERS
MEAFN ECONOMIST
r Wilbur Smith Associates
125&, 25
4 13s 12
3 421 FAYETTEVILLE STREET, SUITE 1303
$ 1374
RALEIGH, NC 27601
(919)-755-0583 FAX [phone]
v, ry4 SEALS
URL GTON MILL 12
124 1 403 401
`agwuou ,.
1249 A BUS �C
11244
os 022609
JJ 12 4
v § 47
4 a Sw6 �iD3a3 �/1 iiCKn A
150 '� J
1403
401
3 SM 9 FINAL
0831 PROJECT PHASE
Q PROJECT NUMBER
RA D 3
02-09-09 G 2 00
RELEASE DATE DISCIPLINE TYPE SEQUENCE

1 2 3 4 5 6 8
1. THIS DRAWING IS THE PROPERTY OF MBAJ
ARCHITECTURE AND IS NOT TO HE REPRODUCED
OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE
USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED ON REQUEST.
2, MATERIALS, DIMENSIONS AND ALL OTHER CON-
DITIONS WHICH ARE NOT OTHERWISE DEFINED ON
THIS DRAWING SHALL BE CONSTRUED AS HAVING
THE SAME MEANING AS SIMILARLY INDICATED CON-
DITIONS WHICH ARE MORE FULLY DEFINED
ELSEWHERE ON THIS PROJECT OR OTHER DRAW-
INGS FOR THIS PROJECT,
REVISIONS
■ �I
NMI
E
F
v
vm
M< Z
70000
r O T 9 0
1m•MZ-�=D Y
2 = � C13O m0
Z,y OrT
(Z)OyDD
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coo
O
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BALK OF CURB
X
tAY
m - - -
- _ - _
0
PLAN
X
m _
A z
C) Igo
N _
-1M w SECTION Y-Y
=m23 RISER HT.
C D VARIESOl
- yy
A O-
a = s B
D
IV
m y z WHERE 30" TO 36' PIPE IS USED
1••1 T
Z =O
EET 1 OF 2
840.02
O
v m
N• Z
O
roT-4O
mHz1=D
=T Dm
=COMO A
z=Or T1
ODD
DO" L _
O
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WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING SHOD
OF RISER CONSTRUCTION
SECTION X-X
GENERAL NOTES:
ZO
USE CLASS "S" CONCRETE THROUGHOUT.
44 >_
H
NDRAWING
Q
ON CENTER.PROVIDE
SECUSTE SINS WHICH COMPLY WITH STD. 840.6a.
Q F
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
1Z-1 ¢ U
040
12" CENTERS AS DIRECTED BY THE ENGINEER.
LL J " Z
' USE FORTIS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
O O¢ O =
-
IF REINFORCE D CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
N.
W Q Q LL =
AS SHORT ON NO. 840.00.
Q U ¢ O
USE TYPE "E", "F" AND ^0" (RATES UNLESS OTHERWISE INDICATED.
ti0-I
1- w
FOR 8'-0" IN HEIGHT OR LESS USE a" WALLS AND BOTTOM SLAB. OVER
O ~ LL O J
8'-0" TO 18'-0' IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST
�O0Q
¢
QUANTITIES ACCORDINGLY.
Z ,y
CONSTRUCT WITH PIPE CROWNS MATCHING.
I-• H
CHNIFER ALL EXPOSED CORNERS 1".
W O
DRAWING NOT TO SCALE.
in
8"
e.
1
o
e.
I
T
SECTION J-J
WHERE
30" TO 98' PIPE IS USED
SEE NOT
I
0 ;1
of
�
LL
D I
I
oR
PLAN
A
--4
SECTI-ON ■-M
WHERE 42" TO 54" PIPE IS USED
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ILL
PLAN
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7
F
H
w W
-
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N
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w
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER --
4 4� 4
BOTTOM OF COVER -."
m
Z czi PLAN OF FRAME
2
O o
r x _ 2'- 11,4
m � -
z
_-
m 0 _
Z9 1,. / i \ TYPE #1
m_ \ / 7\ \ALTERNATE
j \
SECTION A -A
1\ 7/
\
OF 1
.54 TYPE #2
5V4'VALVE,
THREE WAY
FIRE HYDRANT
HEET 1 OF 2
Ba0.o2
z
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HQ
Q Q
tZ• 8 0
0¢ca=Z
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O = O
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0 0 � Q
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PLAN OF COVER
LL >
O O
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C Q
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7r,3u7-T1-TLF
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0
-- 1'-1Oh. J =
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SECTION B-B w
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING SHEET
ASTM A -as 84C
OGATE VALVE W/ BOX.
DO NOT INSTALL IN ROAD.
SEE DETAIL THIS SHEET
.
6' CLASS 250 6'xE
OxC
DUCTILE IRON PIPE TEE
UNDISTURBED
]
EARTH (TYPJ
THRUST BLOCK
6' WATER
MAIN
FIRE HYDRANT DETAIL
NTS
UNDERGROUND CLAMPS
BOLTED TO STEEL RODS.
STEEL READED
RODS.
THRUST BLOCK
SEE NOTE 8.
COAT EXPOSED STEEL RODS AND
CLAMPS W/ BITUMINOUS BASE PAINT.
VALVE FOOTING DETAIL
NTS
OT D 64EGUiE�'_Bye„
0 9 0
Z11�=V0T
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171
PLAN _OF TOP SLAB SECTION S-S
c) Z
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#B I.W. BARS #4 BM
-1 -1 D #4 BARS "V" I I N
S m z @-E AIL S►ACES
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W H SECTION R-R
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PLAN PLAN
M- H
LL
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
w 0
0
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2TA
ANDUNDER
3' rjz0
3' 0DEPRESSED GAITER LINE
EXPANSION JOINT-- ��_
ELEVATION
°C
O
NORMAL CURB AND GUTTER IN LIGHT GRADES
U-
Z
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-NORMAL GUTTER LINE
Z
a W
EXPANSION JOINT grr
EXPANSION
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3
m IL
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USE ON GRADES ER 2% ELEV.
0
=
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DEPRESSED GUTTER LINE
2
UI
10" 8_0"_,.�I
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EXPANSION JOINT- WAX, ��
0
1' O
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W =
ELEVATION
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NORMAL CURB AND GUTTER ON STEEP GRADES
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=
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,y
Z
CU.YDS. CONC. IN BOX OEDIICTIONS
J
BRAS W -. -
TOTAL
TOP
BOTTOI
�. N"C.
ONE PIPE
C9
MINIMUM BREIIMIONB
AND MAMTITIGS F011 MMGIMTE GTC H MSIM
DIMENSIONS
OF
BOX AND PIPE
BAli9 U _ _._BRAS V
N0. LEIN,TH NO. LE
PIPE
SPAN
WIDTH
WROTH
C
SPAN
O
YIN. HEION
N
O
A
8
12"
15"
9 0
3 0
2' 2
-
2 -S"--
--
-
--
--
0 235
0.T72
0.016
0.026
2'-2"
0 235
0. 828
0.023
0,036
is"
w
3 0
9 0
2'-2'
3 3"
_.-_.-_24
3 -9"__
a24
0 235
0.887
/ .001
1 .433
0.033
0.048
2 -2
2 -2
_
0 295
0.059
0.085
90"
9 0
3-{"
4 3"
"
4
/ 5"2
_
9'-8"
3
3' 8"
38
0.123
0 321
0.082
0.12]
W
3 0
2' 2
3 10"
4 -8"
"
4
1 H"
9
3' 8"
3
9' 9"
43
0.181
0.358
1.714
0.192
0.178
42"
8 0
2' 2
4' 5""
{
1 8"2
2' 11"
3
2'-11"
32
011203181]3B
0.180
0.243
3 0'
2-2
5' 0
'"2"
4
2'-3"
3
2' 11'
3
2' 11"
35
0.145
0.362
2.052
0.235
0.31]
41
0.180
0.396
2.387
0.207
0.401
• RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
OF 2
02
171
INSTALL ALL STEPS PROTRUDING 4"
FROM INSIDE FACE OF STRUCTURE WALL.
z
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M;B Z
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF fHE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
Q Q
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PLAN
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PLAN
ELEVATION SIDE
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COMPOSITE
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REINFORCING STEEL
12"
ELEVATION
#3 DEFORMED
72"
NOTE:
DO NOT USE IN
STEEL Roo
SECTION A -A
_ _
ELEVATION
SANITARY SEWER MANHOLES.
EET 1 OF 1
SHEET 1 OF 1
840.66
84Q.66
UNDISTURBED
EARTH (TYPi#C
NOTE
B THRUST BLOCK SIMILAR TO THOSE SHOWN SHALL BE CONSTRUCTED
BAT ALL TEES,BENDS,GATE VALVES,DEAD ENDS,ETC.OF SUFFICIENT
BEARING AREA AGAINST UNDISTURBED SOIL TO RESIST PROBABLE
MAXIMUM THRUST . SEE SPECIFICATIONS FOR INFORMATION
.
_ A & B = 325'FOR 90'BENDS, 275'FOR VALVES,TEES AND DEAD ENDS
PLAN AND 2.4' FOR 45 BENDS.
I/3 PIPE l/3 PIPE
aq D DIA(TYP) // fT ) C = 4'
D=8'
A - A
SECTION SECTION
THRUST BLOCKING DETAIL
NTS
SUPPORT
METER
WITH BRICK PEDISTAL.
/2"OPENING
r
6'-6"
_
FOR sump
COUPLING
GROUT
TYP.%
TO
---- -
-WATER
10 MAIN
STEEL -
WALL
SLEEVE
1
METER PIT
/.BOTH PITS TO BE A MINIMUM OF 5'DEEP.00F NO. 5 CRUSHED STONE SHALL BE PLACED IN THE
BOTTOM OF EACH BOX. A 24'CLEARANCE BETWEEN THE TOP OF STONE AND BOTTOM OF THE METER MUST BE
PRESERVED.
2. ALL PITS SHALL BE EOUIPPED WITH A V4' METAL COVER WITH A NON-SKID SURFACE PRIMED AND PAINTED
TO COVER THE ENTIRE BOX.CO✓ERS SHALL HAVE A 24' X 24' HINGED INSPECTION LID IN CENTER WITH
HANDLES FOR LIFTING LID. COVERS MUST LAY FLAT BELOW SURFACE.
3. ALL EXPOSED PIPING AND FITTINGS SHALL BE FLANGED DUCTILE IRON CLASS 53.
METER ASSEMBLY
2 3 4
NTS
5
2'- Q, D W T _..-. AS z
v m GENERAL NOTES r- --1 0
-4 USE 40DO PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. p. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H Q
My Z CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL
DDo 0 FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS �E-SECTION o Z ¢ U
r T O ACCORDANCE WITH AASHTO MISS. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. Hr C)f01 .
Im.MZ-•M=D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SQ. IN.) O0LL=Z
n' O O -4 FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q 7j LL =
?T Dm 4 a B 0.12 FU¢OCS
y WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
S O O O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMA/ 5 5 8 0.15 F = Z W
? o O T OF 9" ABOVE THE GIOIND AT OTHER LOCATIONS. 6 B 8 0 18 O Q o O J
n=�Z LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O Oqy
D BOTTOM SLAB. ,p, Z d M
O " THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE w O
z THINNEST PORTION OF THE TOPIBOTTOM SLAB. ALTERNATE COME SECTION �2'-0" -1 ' C3
GRADE HIND -
TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
MIN. AREA OF STEEL
A DISTINGUISHABLE TOP AND BOTTOM. ECCENTRIC CONE
a IS 0.07 in.2
m D+ z W W
0 ADDITIONAL 8" MAX. SPACING W
1 YIN. OF CIIICW. RIF ss
y CLR. #1 REBAR LOCATE WALL REINFORCEMENT -
.r IN MIDDLE THIRD OF WALL v Q
171
z 1" MIN. 0
3 G) USE YIN. AREA OF STEEL IN TOP LL
D r� CLR• SLAB OF #4'S 6 S" CTS. °' STEP STD.
Z M"H EACMWAY/EACH FACE •. N0. 8a0.88 U'
N O S FLAT TOP SLAB CIRCUMFERENTIAL 3 Z MLL4
r
U)
=
m
a
Z
ADDITIONAL #4 EACH
A
v
SIDE OF OPENING (I"
D
CLEW OF BOTTOM FACE
=
PLACE GAINS DIAGONAL
DO
:)I
O
TO CORNERS (TYP.)
rRn1E AIO WIATca
mo. rn.
_
TIusFMc riwnR
a.o.n
oD.wvm A]A1W:
a.o.zz
aA4.x+
Zw
.a.a
REINFORCEMENT) Q Q LL
ADDITIONAL d LONGITUDINAL O _
DE OF OPENING (1" REINFORCEMENT (MIN. 0 U) OD
CLEAR OF BOTTOM FACE) RISEfl AS = 0.12 IN. /FT.j ¢ w
p C3 O
z ¢
Q =
s
- -_
-
w
~
�av
►I Z D
FRAME &(RATE---=^�--
I~rsJLU
o qi
SEE STD. 840.54
= = r
m
O-'
FOR MANHOLE
BASE
DO Z
Q)
i 7 _, .
RING MA COVER
J
CD
D
Ir_- II - -'� r
'
��AYX"�8-�i
REINFORCE D CONC.
W
.. ..i .:.`.
FIG. (SEE STD.
1521 IF
CO)
i
_-r _.
REQUIRED)
Q
m
_ /
I
USE MIN. AREA OF STEEL
V
IN BASE SLAB of
1EAACHPWAYLINEM
Uj
m
- -
- - _ .
_ FOOT
GRATED INLET OPTION
MANHOLE
OPTION
TYPICAL MANHOLE SECTION
HEE7 1 of 1
SHEET 1 OF 1
840.52
840.52
OPEN END
NON SHRINKING
OPEN END
GROUT
CLEANOUT
NON SHRINKING
CLEANOUT
GROUT
SERVICE LINE
TEE
TEE
MANHOLE
WALL
STEEL STRAP
STEEL STRAP-
6"
(TYPICAL)
(TYPICAL)6
STRAPS 3'
DOWNSPOUT
DOWNSPOUT
STRAPS 3' MAXIMUM
MAXIMUM
1" WIDTH 1/8"
•
THICKNESS
NON -CORROSIVE
MANHOLE WALL
6
6"
STEEL STRAP
ATTACHED WITH
90' fiFND
ANCHOR BOLTS
IO I I H MANHOLL
-
90- BEND WALL
•
- -
6" MAIN
INVERT SHELF LINE
INVERT SHELF
.
MANHOLE BOTTOM
MANHOLE BOTTOM
NOTES:
1. PIPING CONFIGURATION TO BE
USED ON ALL DROPS OVER 20 INCHES.
2. DROPS TO BE CONSTRUCTED
OF D.I.P. PIPE.
3. SERVICE LINE MAY NOT ENTER
MANHOLE THROUGH CONE SECTION OR ITS JOINT.
4. THIS DETAIL SHALL NOT BE USED
FOR FORCE MAINS.
SANITARY SEWER INSIDE
DROP MANHOLE
NTS
WATER "
18,
LTRACER WIRE TO PROTRUDE
6" (MIN.) FROM VALVE TOP
'v
MUE1 FR OR
18'xl8'x4'CONCRETE APPROVED EQUAL
SLAB OR USE
PRECAST COLLAR ?
CAST IRON
VALVE BOX
SMOOTH GRAVEL TRACER WIRE
oe
TYPICAL CONCRETE SUPPORT
PRECAST DONUTS OR 6"OF GRAVEL MAY BE
USED FOR 12'AND SMALLER VALVES
VALVE AND VALVE BOX
6 1 7
NTs
RAEFORD,
NORTH CAROLINA
B
HOKE CAMPUS
NEW EARLY
COLLEGE BUILDING
C
ICJ
SCO I D #07-07175-01 B
DCC# 1641
022609
��I10� ENGINEERS
,EMMU- PLANNERS
", �� ECONOMIST
Wilbur Smith Associates
421 Fayetteville Street, Sulte /303
Raleigh, NC 27601 (9/9)755-0583
SIM
CHARLOTTE
SHELBY
1500 BAXTER STREET
POST OFFICE BOX 2285
SUITE 300
215 E. WARREN STREET
CHARLOTTE, NC 28204
SHELBY, NC 28151-2285
7041375-2510
7041484-0264
RALEIGH
4020 WAKE FOREST ROAD
SUITE 301
RALEIGH, INC 27609
9791573-6400
-
DETAILS
�5 303 3�3!/zoc9
G2vs •3'�/�i
SHEET TITLE
0831 100% CD
REVIEW
PROJECT NUMBER
02.09,09 G205
8 RELEASE DATE SHEET OF