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TOP Or CURB NOTES-
1) ME SLOPE OF ME GUTTER TO
ME CATCH BASIN ON ME UPHILL
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE
' THE CATCH BASIN ME SLOPE OF
12?• REQES SEE
16• Y NOTE I. THE HE DID TO ME CATCH BASIN
ON THE DOWNHRL ODE.
(� SHALL BEGIN 5' FROM
P FLOW LINE THE CATCH BASIN
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER r IN DEPM
1 -T GL NAPE OR PVC PINE DEPTH SHAH BE MEASURED FROM 110
W WC OVER IT OUP 12- u0a TOP OF ME GUTTER TO ME INVERT
UP TO 6'TROM TOP OF oulm OF THE CATCH BASEL
O
5• 3) SOW CONCRETE BRICKS MAY BE
USED IN 4X4M OR 4XBX16 SIZES
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
TI USING STANDARD S CASTINGS
5) DOMESTIC CASTING REOUIREO WITHIN
C� STREET NIGHT OF WAY.
CONIC.
s• °p r D
6- UP TO 12' DEEP
1 6- ~ 12. OVER 12' DEEP
�6' 1 m 6'4 -� °•�
STANDARD C.B. STEP
3 -13 HEBARS s'
B' LONG �°1
r
V GROUT
4' s•
N RACE
�o P
nr
'pa! • ki SIDE
LUNG ON A s Y Ir PLAN ELEVATION
SU E _IV IIrLIIr
ro^QGI a•i
\a`w, l . s ,
B• 1ANMN. 2' -6•YN. 4- tL�J '3NEllM� C. E
OVER IV mm IWr
IY IAfYM w ro «• «ax
B rRw TaP OF aAaL IV
(waaFR1
V..rq
S T9.
I BRAKIM2 6 ELEVATION SECTION A -A
DEEPSC MAN IY
DEfP30OT4F K
TO ExlDn 4-
raroo INT sTw \xlua —
i !D
6' 6-
-` s•° • REVISIONS DATE 5161M W,,W Bl: NOF
sAOAN 3rr 5. OM
5AA6 KIP
° 3000 PSI CONCRETE °e 1/11/07 10P CATCH
s /_1/07 m BASIN
- DRAWING NOT TO SCALE - STD. 30.01
-----------------
SIDE ELEVATION T
B
1 _i. TREAD SURFACE 1
A f A
?- HOLES FOR
HANDLES IS
-SEE DETAIL -
1'
PLAN OF COVER
T J—
V_3"
SECTION A -A
21 °
e-
SECTION B -B
TOP VIEW
ROUND
f2
NU ? - --� I
3T'
?' SID. T T"
HD.
- i6Nt
DETAIL OF HANDLE
Z=
SIDE ELEVATION
SHEET I OF 2
2?
2-
97-
REVISIONS DUM- 7131@0 pRA� er ,rte
5/74M vTT CATCH
lus EAR "0P BASIN
CASINGS
END ELEVATION N IN
-
- DRAWING NOT TO SCALE - STD. / 30.11
!ROOT FRAME
TO SLAB TOP
ANUST TO TOP ^ cOYlp
OF ERICK
UNITS
1
2' -0•-
2- PLASTER
2' MTL
1/8- X I- H.R. FLAT BAR 3"
r MAY
fr MN%UW. DYER B' DEEP
318- x 3• H.R. PLAT BAR 10•
Ir UNAKM UP r0 W
Twu rw K cuBB �, .7
2
3000 PSI caxaaa
1 -
e
a -.
/ I
rt
N0.3 Kam r ac
RACED r FROM
EDGE ALL SIDES
NOTES:
1. FOR 24- PIPE & LARGER USE
III PBS DIAMETER PLUS 12- FOR
MI NIUM INSIDE DIMENSION.
Z. USE ! z 4' CRETE B a' R CAS
16' SOLID CONCRETE BLOCK. GET
IN PLACE OR C PRECAST CONCRETE
T
TO MEET LE- E
STANDARDS
ACCEPTABL
3 FOR STEP REOUIREMENTS.
SEE NOTE{ ON STANDARD
NO 30.01.
CONCRETE SLAB TOP
r -6-
CLASS -A' CONCRETE
el ee
e e
1 1
•i 1 s• 1
e ~J B
1 1
1 1
ee el
NO3 REBAR 3' O.0
PLACED r FROM
EDGE. ALL 9DES
- DRAWING NOT TO SCALE -
STANDARD
JUNCTION BOX
STD. i 30.04
1/2%0 STAINLESS STEEL DROP HANDLES
DETAIL OF
pbt PLATES
poi
fl anm
n
Pot
C01
NOTE:
PAINT WITH RUST INHIBITING
BLACK PAINT
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE
UNITS
1
C15 X 33.90 CHANNEL fit 1/2'
MK -cot
4
1/8- X I- H.R. FLAT BAR 3"
MK-p of
2
318- x 3• H.R. PLAT BAR 10•
MK -pbl
2
1 2- STAINLESS STEEL ROUND ROD 18-
�mmi
8
12" STAINLESS STEEL HEX NUTS
TABLE 6.1Ob
4
1 1/2" STAINLESS STEEL FLAT WASHERS
r
USE EAST JORDAN
IRON KIRKS; INC
V- 4096 -2
OR APPROVED EQUAL
EAEA
O
6/6Ax: w1P
1
U10 0
m O O
�fN
_
ryi
- DRAWING NOT TO SCALE -
Blom
Om
�AC
�mmi
TABLE 6.100
TABLE 6.1Ob
TEMPORAY SEEDING RECOMMENDATIONS FOR
A=
r
LATE WINTER AND EARLY SPRING
�
N
1/
Y
�
�1/2-
SEEDING MIXTURE
RYE (GRAIN) 120
N
COVER S£C7ION
ASSEMBL Y SECTION
l•
- r•
lzs.. "J
EG HEX HD
WTH LOCK WASHERS
BACK SIDE OF ASSEMBLY
NO 7E:
USE GRADE 8 RLC 7S CWLY FOR
Ba RING Mq F NER
- DRAWING NOT TO SCALE -
CATCH BASIN
STEEL TOP
STD. / 30.12
100'
SLAB TO BE COUNTER SUNK 1' IN DEPTH
UNDER HANDLE
q32 '.
/4' 0 SMOOTH BAR
- 3' x 114' TK. ROUND OR
SQUARE CUT WASHER 1' DIA. x 3' PIPE SLEEVE ( TO ALLOW
2 HEX NUTS HANDLE TO MOVE FREELY. >
PRECAST CONCRETE SLAB WITH No. 4 @ 6' D.C. E.W.
B' EXISTING GRADE
COURSE
L
P
0
6/6Ax: w1P
1
1/
�fN
ryi
- DRAWING NOT TO SCALE -
Blom
STD. # 30.03
TABLE 6.100
EG HEX HD
WTH LOCK WASHERS
BACK SIDE OF ASSEMBLY
NO 7E:
USE GRADE 8 RLC 7S CWLY FOR
Ba RING Mq F NER
- DRAWING NOT TO SCALE -
CATCH BASIN
STEEL TOP
STD. / 30.12
100'
SLAB TO BE COUNTER SUNK 1' IN DEPTH
UNDER HANDLE
q32 '.
/4' 0 SMOOTH BAR
- 3' x 114' TK. ROUND OR
SQUARE CUT WASHER 1' DIA. x 3' PIPE SLEEVE ( TO ALLOW
2 HEX NUTS HANDLE TO MOVE FREELY. >
PRECAST CONCRETE SLAB WITH No. 4 @ 6' D.C. E.W.
B' EXISTING GRADE
COURSE
L
P
0
P
OPENING
I
STEPS
(SEE NOTES)
PIPE
Z
NOTE: INSIDE DIMENSION FOR 24' PIPE
AND UP USE PIPE DIA. PLUS 12'
YARD INLET DETAIL
N.T.S.
D
+ 7/8
r.__ 2' -0' P'1
)�--- V 11 314 - -�)
F 2' 1 1/4 j
5/18-- 1/2' 11/18•_ Ve' _
]1�� I-- � � �
N = �
--
yi 4 1/2- tf �I Ij•�—
SECTION A -A
STANDARD 24- X 24" DROP INLET CASTING f
- DRAWING NOT TO SCALE - (
NOTES:
1. PUT SILT FENCE OR TREE
PROTECTION FENCE UP TO
ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE
15' SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE
VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC
ROAD.
35' MIN. 15' MIN.
EXISTING ROADWAY
6" MI q, I'
\j�> %
FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
12" MIN.
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
Date By Designer VTMLR Scale NITS
Drawn By GAS /Alp Date
1,30,13 FAMILY DOLLAR STORE - #7052
Checked By lob No.
NM 02120304 Harnett County
NOTE:
EITHER SOLID BRICK SOLID
BLOCK OR PRECAST ClINCRETE
MAY BE USED.
CONCRETE WALLS TO BE 6- THICK
STEPS REQUIRED @ 16' O.C.
THROUGHOUT WHERE DEPTH
EXCEEDS 5
USE ONLY 3000 P.S.I. CHNC. MIX
B 2
Bq. ,. 4,?
_ Bq.
�It
6/6Ax: w1P
1
1/
DROP INLET
I
- DRAWING NOT TO SCALE -
STD. # 30.03
TABLE 6.100
TABLE 6.1Ob
TEMPORAY SEEDING RECOMMENDATIONS FOR
A=
TEMPORAY SEEDING RECOMMENDATIONS
LATE WINTER AND EARLY SPRING
=
FOR SUMMER
1/
Z
NOTE: INSIDE DIMENSION FOR 24' PIPE
AND UP USE PIPE DIA. PLUS 12'
YARD INLET DETAIL
N.T.S.
D
+ 7/8
r.__ 2' -0' P'1
)�--- V 11 314 - -�)
F 2' 1 1/4 j
5/18-- 1/2' 11/18•_ Ve' _
]1�� I-- � � �
N = �
--
yi 4 1/2- tf �I Ij•�—
SECTION A -A
STANDARD 24- X 24" DROP INLET CASTING f
- DRAWING NOT TO SCALE - (
NOTES:
1. PUT SILT FENCE OR TREE
PROTECTION FENCE UP TO
ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE
15' SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE
VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC
ROAD.
35' MIN. 15' MIN.
EXISTING ROADWAY
6" MI q, I'
\j�> %
FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
12" MIN.
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
Date By Designer VTMLR Scale NITS
Drawn By GAS /Alp Date
1,30,13 FAMILY DOLLAR STORE - #7052
Checked By lob No.
NM 02120304 Harnett County
NOTE:
EITHER SOLID BRICK SOLID
BLOCK OR PRECAST ClINCRETE
MAY BE USED.
CONCRETE WALLS TO BE 6- THICK
STEPS REQUIRED @ 16' O.C.
THROUGHOUT WHERE DEPTH
EXCEEDS 5
USE ONLY 3000 P.S.I. CHNC. MIX
B 2
Bq. ,. 4,?
_ Bq.
�It
6/6Ax: w1P
STANDARD
1/
DROP INLET
I
- DRAWING NOT TO SCALE -
STD. # 30.03
GRATE PER CITY STANDARDS
USE STD. NO. 30.13 OR 30.14
? PLASTER
8" MINIMUM: OVER 8' DEEP,
12" MINIMUM UP TO 6'
FROM TOP OF CURB, ° >
0
3000 PSI CONCRETE • • ° . .D
ht8 "+I� 3'- 0�8"al
rte— 4' -4'.1
I
o-
1
i�
A g
f l
- 1
n '
B�-�
SECTION B -B
�i 10" -W 1
2 I/2- P r
SECTION A -A
T/m �� �, 4TB STANDARD 24" X 36" REH9NO15 DAM 7pA10 pRAAR
DROP INLET CASTING 7iVAN
DROP 516/OF Inn STANDARD
INLET DROP INLET
CASTING CASTING
STD, ® 30.13 - DRAWING NOT TO St m E - STD. B 30.14
I.711_I „- _ — — — TOP ELEVATION OF STORMWATER
--- - - - - --
#5 WASHED
ZI. °jlll' STONE
�V15�.77
EXISTING SLOPE _
83
North Carolina
1,5'
CLASS B RIP -R
4' -6
HEIGHT & WIDTH DETERMINED BY SIDE VIEW
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
I MISTING
4. -4.
NOTES:
1. FOR 24- RCP & LARGER USE
PIPE DIAMETER PLUS 12” FOR
MINIMUM INSIDE DIMENSION.
2. 24- X 24" CASTING WITH 12 ",
15- & 18- PIPE, 24- X 36-
CASTING USED VATH 24' PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCOOT STANDARDS.
3. USE 4 "X 4"X 9' OR 4'X 8 -X
16" SOLID CONCRETE BLOCK. CAST
IN PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE-
4-
FOR STEP REGUIREMENT; SEE NOTE
2 ON STANDARD NO. 30.01.
6/6Ax: w1P
STANDARD
1/
DROP INLET
I
- DRAWING NOT TO SCALE -
STD. # 30.03
TABLE 6.100
TABLE 6.1Ob
TEMPORAY SEEDING RECOMMENDATIONS FOR
A=
TEMPORAY SEEDING RECOMMENDATIONS
LATE WINTER AND EARLY SPRING
=
FOR SUMMER
1/
u,
SPECIES RATE (LB /ACRE)
�1/2-
SEEDING MIXTURE
RYE (GRAIN) 120
SPECIES RATE (LB /ACRE)
ANNUAL LE EDEZA KOBE IN
j 1/2'�
SECTION B -B
GERMAN MILLET 40
KOREAN IN MOUNTAINS)
GRATE PER CITY STANDARDS
USE STD. NO. 30.13 OR 30.14
? PLASTER
8" MINIMUM: OVER 8' DEEP,
12" MINIMUM UP TO 6'
FROM TOP OF CURB, ° >
0
3000 PSI CONCRETE • • ° . .D
ht8 "+I� 3'- 0�8"al
rte— 4' -4'.1
I
o-
1
i�
A g
f l
- 1
n '
B�-�
SECTION B -B
�i 10" -W 1
2 I/2- P r
SECTION A -A
T/m �� �, 4TB STANDARD 24" X 36" REH9NO15 DAM 7pA10 pRAAR
DROP INLET CASTING 7iVAN
DROP 516/OF Inn STANDARD
INLET DROP INLET
CASTING CASTING
STD, ® 30.13 - DRAWING NOT TO St m E - STD. B 30.14
I.711_I „- _ — — — TOP ELEVATION OF STORMWATER
--- - - - - --
#5 WASHED
ZI. °jlll' STONE
�V15�.77
EXISTING SLOPE _
83
North Carolina
1,5'
CLASS B RIP -R
4' -6
HEIGHT & WIDTH DETERMINED BY SIDE VIEW
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
I MISTING
4. -4.
NOTES:
1. FOR 24- RCP & LARGER USE
PIPE DIAMETER PLUS 12” FOR
MINIMUM INSIDE DIMENSION.
2. 24- X 24" CASTING WITH 12 ",
15- & 18- PIPE, 24- X 36-
CASTING USED VATH 24' PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCOOT STANDARDS.
3. USE 4 "X 4"X 9' OR 4'X 8 -X
16" SOLID CONCRETE BLOCK. CAST
IN PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE-
4-
FOR STEP REGUIREMENT; SEE NOTE
2 ON STANDARD NO. 30.01.
0.5'- 1
MAX. �
1 k
i N
1� A
FRONT VIEW
STANDARD CHECK DAM
NOT TO SCALE
ENGINEERS I PLANNERS I SURVEYORS
I 1 MaCKenan Drier , 1arv. Nnrth Grnli na 77571 rPb 914 -4F9 -Z Tan fav- 91q�g1S,MR wunu ,vifHcrcravn ^oi �.,,,,
RY
RUCTION
Sheet No.
C6.1
6/6Ax: w1P
STANDARD
DROP INLET
- DRAWING NOT TO SCALE -
STD. # 30.03
TABLE 6.100
TABLE 6.1Ob
TEMPORAY SEEDING RECOMMENDATIONS FOR
TEMPORAY SEEDING RECOMMENDATIONS
LATE WINTER AND EARLY SPRING
FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB /ACRE)
SEEDING MIXTURE
RYE (GRAIN) 120
SPECIES RATE (LB /ACRE)
ANNUAL LE EDEZA KOBE IN
PIEDMONT AND COAS AL PWN,
GERMAN MILLET 40
KOREAN IN MOUNTAINS)
M THE PIEDMONT AND MOUNTAINS, A SMALL- STEMMED
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB /ACRE.
6 NO TO EXTEND BEYOND JUNE.
SEEDING DATES
SEEDING DATES
MOUNTAINS - ABOVE 2500 FEET: FEB. 15 -MAY15
MOUNTAINS- MAY 15 - AUG. 15
BELOW 2500 FEET: FEB. 1 -MAY 1
PIEDMONT - MAY 1 - AUG. 15
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - APR. 15 - AUG. 15
COASTAL PLAIN- DEC. 1 - APR. 15
SOIL AMENDMENTS
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB /ACRE GROUND AGRICULTURAL UMESTONE AND 750
LB /ACRE 10 -10 -10 FERTILIZER.
LB /ACRE 10 -10 -10 FERTIUZER.
MULCH
MULCH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
ANCHORING TOOL.
MAINTENANCE
MAINTENANCE
REFERTILiZE IF GROWTH 6 NOT FULLY ADEOUATE RESEED.
REFERUUZE IF GROWTH 6 NOT FULLY ADEQUATE. RESEED.
REFERTUZE AND MULCH IMMEDIATELY FOLLOWING EROSION
REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
OR OTHER DAMAGE.
0.5'- 1
MAX. �
1 k
i N
1� A
FRONT VIEW
STANDARD CHECK DAM
NOT TO SCALE
ENGINEERS I PLANNERS I SURVEYORS
I 1 MaCKenan Drier , 1arv. Nnrth Grnli na 77571 rPb 914 -4F9 -Z Tan fav- 91q�g1S,MR wunu ,vifHcrcravn ^oi �.,,,,
RY
RUCTION
Sheet No.
C6.1