20211588 Ver 2_More Information Received_20220531 (3)

TOP OF CURB
NOTES:
1. THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
FOR SLOPE
SIDE SHALL BEGIN 10' FROM THE
12 3/4"
REQ.'S SEE
THE CATCH BASIN. THE SLOPE OF
16" 7"
NOTE 1.
THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 10' FROM
FLOW LINE
THE CATCH BASIN.
2-2" G.I. PIPE OR PVC PIPE
2. STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
8" MIN.,OVER 12' DEEP 12" MIN.
UP TO 6' FROM TOP OF CURB.
DEPTH SHALL BE MEASURED FROM THE
TOP OF CURB TO THE INVERT
5'
OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAY BE
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USED IN 4X4X8 OR 4X8X16 SIZES.
12„ 15"
4. NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
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USING STANDARD 5' CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHIN
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STREET RIGHT OF WAY.
3000
0 ° ° o ° c ° ° o ° ❑
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6. 1" MAXIMUM EXTENSION OF PIPE
P.S.I.
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INTO THE STORM BOX.
CONC.
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1/2' D
° 1/2' D °
6" UP TO 12' DEEP
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6"
12" OVER 12'DEEP
6"
6'4"
1-1
343 REBARS
151,
8' LONG
3"
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6'
s° 6"
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2-2" PIPES 22"
2' 1 1/2"
LONG ON A 3'
SLOPE -16" BELOW
TOP OF C.B.
4" 1�
2'-6"MIN.
8" MINIMUM,
6"
OVER 12' DEEP
12" MINIMUM UP TO
6' FROM TOP OF CURB.
15" TYP.
IF STRUCTURE IS
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE
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3000 PSI CONCRETE
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SIDE
PLAN ELEVATION
SLIP RESISTANT CLEATS
#3 OR #4
REBAR CORROSION
RESISTANT
MATERIAL
RUBBER)
12 (PLASTIC)
ELEVATION SECTION A -A
�� 5' CATCH BASIN DETAIL
5'-3"
SIDE ELEVATION
B�
3"
1"
1„
A
15"
1„
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREAD SURFACE
1"
PLAN OF COVER
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2'-4 1/2" 1 " 2'-4 1/2" 1 " _ 1 1/2"
5'-3"
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1 4'1-�514' 1"
3/8" ROUND
3 3/4"
3/8" RECESS 3/4"
HID. S
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- NUT
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3/8" - 16NC J
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DETAIL OF HANDLE
1 112" s - 1 1/2"
2 1/4"
12"
3/4"
9 3.4"
L� 5„ 5„
21 1/4"
6" -4/2" 5 .-1-. 71 /2L_�
5„ 1 1/4"
TOP VIEW
12 1/2" 1 1/4"
r� 21 1/4"
SHEET IOF2
300
P.S.I
CON
TOP OF CURB
3/4"7
C.
FOR SLOF
REQ.'S SE
NOTE 1.
7�„
T'
FLOWLINE
2-2" G.I. PIPE OR PVC PIPE
0
8" MIN.,OVER 12' DEEP
12" MIN. UP TO 6' FROM
TOP OF CURB.
0
5'
FLOWLINE
0
5'
0
115-
0
0
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1/2'D ° ❑<
PIPE
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6" 6' 4"
IF STRUCTURE IS GREATER THAN
12' DEEP, FOOTING IS TO EXTEND
6" BEYOND THE STRUCTURE
6' 4"
NOTES:
1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10,
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
DOWNHILL SIDE, SHALL BEGIN 10' FROM THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE
MEASURED FROM THE TOP OF CURB TO THE INVERT OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAY BE USED IN 4" X 4" X 16" OR 4" X 8" X 16" SIZES.
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
DOUBLE WIDTH CATCH BASIN
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7
6" UP TO 12' DEEP
12" OVER 12' DEEP
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CITY OF RALEIGH
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STANDARD
DETAIL
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REl/lSIONS DATE 8/1/18 NOT TO SCALE
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BOLTED COVER
ASSEMBLY
SW-10.06.2
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CATCH BASIN CASTINGS & COVER ASSEMBLY
1/2" P
8" MINIMUM; OVER 8' DEEP,
12" MINIMUM UP TO 6'
FROM TOP OF GRATE.
3000 PSI CONCRETE
GRATE PER CITY STANDARDS
USE STD. SW-10.08 OR SW-10.09
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'-4' -
4'-4"
DETAIL OF
pbl PLATES
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 WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3. USE 4" X 4" X 8" 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. STEPS SHALL BE INSTALLED IN ALL
DROP INLETS OVER TIN DEPTH. DEPTH
SHALL BE MEASURED FROM THE TOP OF
GRATE TO THE INVERT OF THE DROP INLET.
STANDARD DROP INLET
1/2" OSTAINLESS STEEL DROP HANDLES
NOTES:
PAINT WITH RUST INHIBITING BLACK PAINT.
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE ( ) UNITS
1
C15 X 33.9# CHANNEL 62 1/2"
MK-cal
4
1/8" X 1" H.R. FLAT BAR 3"
MK-pal
2
3/8" x 3" H.R. FLAT BAR 10"
MK-pbl
2
1/2" STAINLESS STEEL ROUND ROD 18"
8
1/2" STAINLESS STEEL HEX NUTS
4
1/2" STAINLESS STEEL FLAT WASHERS
FINISHED
FINAL /
BACKFILL
I
GRADE
UNDISTURBED SOIL
INITIAL / ' ' ::."' '::.', .. • .::�.'. ; . .
BACKFILL
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6" #67 STONE MINIMUM SIDE
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WHEN ROCK IS 6" O.D. OF PIPE 67' CLEARANCE
ENCOUNTERED 12" O.D. OF PIPE 1 �� MAXIMUM SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
BACKFILL FOR RCP PIPE
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OUTLET PROTECTION DETAIL
NOTE(s): ALL CONSTRUCTION
SHALL BE DONE IN ACCORDANCE
WITH ALL CITY OF RALEIGH,
NCDOT, AND MUTCD STANDARDS
AND SPECIFICATIONS. THIS
SHEET IS NOT VALID FOR
CONSTRUCTION UNLESS THE
REVIEW APPROVAL BLOCK IS
SIGNED BY ALL REVIEWERS.
ISSUED FOR
CONSTRUCTION
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State,
and Federal Rules and Regulations.
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
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DRAWING
SHEET
D-300
PROJECT NUMBER
522-20