20200597 Ver 2_Standard Details_20220217

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FRAME SECTION
TYPICAL CAM LOCK MANHOLE
FINNED GASKET IN
VERTICAL FACE OF COVER
TO MAKE WATERTIGHT.
1 Y4 COVER
LOCKING DEVICE
FRAME
BOTTOM
OF COVER
TYPICAL LOCKING DEVICE
NOTE:
1. WHEN WATERTIGHT NOT SPECIFIED, TOP
SHALL HAVE ONE 1" VENT HOLE.
2. STANDARD: PENTAGON HEAD S.S.
OPTIONAL: S.S. HEX HEAD BOLT.
3. RING MUST BE ANCHORED IN
ACCORDANCE WITH DETAIL S-25.
(2) CAM LOCKS
(2) S.S. ROLL
PINS Y2" 0 x 1 3/4"
26"
l_J
WIPER GASKET
2 /8"
BOTTOM OF FRAME
OPEN POSITION
BOTTOM OF FRAME
CLOSED POSITION
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
WATERTIGHT MANHOLE
FRAME WITH CAM
LOCK COVER
S-27
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
TYPICAL SANITARY SEWER
LATERAL TRACER WIRE
S-30A
BARS AT 8"
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BARS AT 8" 0
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BARS AT 8"
8' 0" ---I
REINFORCED CONC. FOOTING
FOR 6' PRECAST MANHOLE
BILL OF MATERIAL FOR 4' MANHOLE BASE
BAR SIZE
BAR
LENGTH
NO. OF
BARS
BAR WT.
(LBS.)
#5
5'-6"
18
103
CL. "A" CONCRETE TOTAL CU. YDS.
1.0
BILL OF MATERIAL FOR 5' MANHOLE BASE
BAR SIZE
BAR
LENGTH
NO. OF
BARS
BAR WT.
(LBS.)
#5
6'-6"
20
136
CL. "A" CONCRETE TOTAL CU. YDS.
1.4
BILL OF MATERIAL FOR 6' MANHOLE BASE
BAR SIZE
BAR
LENGTH
NO. OF
BARS
BAR WT.
(LBS.)
#5
7'-6"
24
165
CL. "A" CONCRETE TOTAL CU. YDS.
1.8
* ALL BASES ARE MINIMUM 9" THICK
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
EXTENDED BASE OR
CAST -IN -PLACE REINFORCED
CONCRETE BASE
S-21
O4
PVC TO DI PIPE ADAPTER -
USE 'FERNCO COUPLING' OR
APPROVED EQUAL TO SEAL
45° PVC SADDLE OR ROMAC
STYLE "CB" SEWER SADDLE
PIPE CROWN
FLOW
BACKFILL UNDER PVC SADDLE, ADAPTOR, AND CAST IRON
BEND WITH #67 STONE AS SHOWN ON DETAIL S-4.
q
SADDLE INSTALLATION LIMITS
PIPE SPRINGLINE
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
LATERAL SADDLE
INSTALLATION DETAIL
FOR PVC PIPE
S-31
PLASTIC GREEN MANHOLE MARKER LABELED
"SEWER MANHOLE", SEE NOTE #3
LOOP 3 FT (MIN) OF
WIRE INTO TEST STATION
EXISTING GRADE
STANDARD INDUSTRIAL
CRIMP (SIMILAR
METAL), TYP.
VARIES,
SEE NOTE #1
NO. 12 GAUGE
SOLID BARE
COPPER TRACER
WIRE, TYP.
TEST STATION OR TEST PORT -
STANDARD H2O TRAFFIC LOAD
RATED VALVE BOX WITH LID
LABELED "TS" AND PAINTED
GREEN, PLACED ABOVE
DOWNSTREAM SEWER
FLOW
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4'-6"
SEWER
LATERAL
WRAP TRACER WIRE —
AROUND
CIRCUMFERENCE OF
MANHOLE AND SPLICE
TO TRACER WIRE FOR
DOWNSTREAM SEWER
MAI N
2'-6"
\/
HOLE 7/<, FILLED WITH
/\ CONCRETE
SEWER
SADDLE TAP
I'
NOTES:
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE
GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN AND OR
LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING
WIRE SHALL BE ATTACHED TO THE PIPE. TRACER WIRE
SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE
PIPE AT 10 FOOT INTERVALS. FOR GRAVITY MAIN AND
OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE
TRACING WIRE SHALL BE INSTALLED AT A DEPTH OF
7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE
DURING THE EXECUTION OF THE WORK. NO BREAKS OF
CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES,
THE TRACER WIRE SHALL NOT BE ALLOWED TO TO BE
PLACED BETWEEN THE SADDLE AND MAIN.
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT
TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNER'S REPRESENTATIVE.
SEWER MAIN
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20 NOT TO SCALE
GRAVITY SEWER MAIN
TRACER WIRE AND
MANHOLE MARKER
S-20A
CARRIER PIPE
3/8" STEEL PLATE, TYP.
7<11
CASING PIPS
3/ 6 4
1" RAD ON ALL CORNERS
3/8"x4" STEEL PLATE, TYP.
05/8" A325 BOLT
NOTE:
USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
FOR FUSIBLE PVC:
• PIPE ALIGNMENT GUIDES SHALL BE
SPACED A MAXIMUM OF 10' APART.
• INSTALL A PIPE AUGNMENT GUIDE 4'
FROM EACH CASING END.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
PIPE ALIGNMENT GUIDE
S-39
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE. 05/11/20 NOT TO SCALE
TYPICAL SANITARY SEWER
LATERAL CONNECTION
S-30
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. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
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RALEIGH WATER
RALEIGH, NC
STA\ DAR D
City of Raleigh Development Approval
PROJECT NO.
RAL1 801
SD-3.0

FINISHED GRADE
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2.5' MIN. / /,...
6" MIN 2
SPRINGLINE
6" MIN.
6" MIN. /12" MAX.
WHEN NO TRENCH BOX
REQUIRED (TYP.)
CLASS 1,11, OR III MATERIAL
DENSELY COMPACTED
BACKFILL, TAMPED IN 6"
LIFTS
GEO-FABRIC WRAP
UNDISTURBED SOIL
CLASS I MATERIAL
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20 NOT TO SCALE
STANDARD BEDDING DETAIL
FOR CCFRPM PIPES
S-1
AERIAL PIPE CROSSING GENERAL NOTES:
1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE
APPROPRIATE SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK
UNLESS NOTED OTHERWISE HEREIN.
SHALL BE FUSIBLE PVC
2. RESTRAINED JOINT PIPE AND FITTINCS SHALL C NSIST F B LTE RETAINER RINCS
AND WELDED RETAINER BARS OR B LTLESS TYPE WHICH INCLUDE DUCTILE IR N
L CKING �LGMLNTS AND RUDDER RETAINER. D LTS F R RETRAINED J INTS (IF
APPLICADLE) IALL C NE RM T ANSI D18.2. RETRAIN: PIPE AN FITTINCO SI IALL
DE FLEX RING R L 1< RINC TYPE J INTS AS MANUFACTURED DY AMERICAN CAST
IR N PIPE C TR FLU( AS MANUFACTURE Y f If L, SUPER L CI< AS
MANUFACTURED BY CL W, B LT L K OR SNAP L K AS MANUFACTURED BY CRIFFIN
J, I\ L VPIL.
3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
A. CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI
B. NOMINAL SLUMP = 4 INCHES
C. WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX)
D. AIR CONTENT = 6% * 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE
AGGREGATES AND AIR. CEMENT SHALL BE TYPE I/II OR II IN ACCORDANCE WITH ASTM
C-150. MATERIAL REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL
CONFORM TO ASTM C-33. COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN
APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF
CEMENT BY WEIGHT UP TO 25%.
4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4".
5. CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60
AND SHALL BE PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING
REINFORCING BARS" (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING
INSTITUTE. SPLICES SHALL BE CLASS 'B' CONFORMING TO THE PROVISIONS OF ACI
318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
6. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED,
100% VIRGIN NEOPRENE, WITH DUROMETER HARDNESS = 50.
7. PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO
OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN
LOADING OF 30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO
UNDISTURBED SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER
SHALL BE USED WHEREBY THE HEAD OF THE PILE IS NOT DAMAGED. IF REQUESTED
BY THE ENGINEER, PILES SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY
OF THE PILES. THE METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143
AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES ARE EXPOSED, PILES
SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY SPECIFICATIONS.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
AERIAL PIPE CROSSING
GENERAL NOTES
S-10
NEW CONCRETE TO
BE 3,000 PSI
SAW CUT AND REMOVE
EX. PAVEMENT
1' TYP.
EXPANSION JOINT MATERIAL,
MASTIC SEALANT, AND DOWEL
ADHESIVE AS REQUIRED BY
NCDOT STANDARD SPECS.
EX. CONCRETE
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SEE DETAIL
S-4 & S-5~
BORE 1 Y8"o, 1'-0" ON
CENTER ALONG CUT &
DOWEL W/ #4 BAR
6" COMPACTED
#67 STONE
UNDISTURBED SOIL
NOTES:
1. SEE DETAIL S-4 & S-5 FOR ADDITIONAL TRENCH AND PIPE BEDDING DETAILS.
2. PAVEMENT CUTS OVER 5'-0" IN WIDTH SHALL BE REINFORCED TO NCDOT OR MERGER
COMMUNITY STANDARDS.
3. PAVEMENT CUTS SHALL BE MADE WITH AN APPROPRIATE SAW CUT MACHINE.
4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL
AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY AASHTO T 99 AS MODIFIED BY NCDOT.
5. THE FINAL 6" OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO AT LEAST
100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T 180 AS MODIFIED
BY NCDOT.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
STANDARD CONCRETE
PAVEMENT PATCH
S-2
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
AERIAL PIPE CROSSING
TYPICAL PLAN
S-11
NEW ASPHALT SURFACE
COURSE 3" MIN.
EX. PAVEMENT I I EX. PAVEMENT
EX. SUBGRADE
NEW ABC 12"
MIN. DEPTH
/
/
COMPACTED FILL
IN 6" LIFTS
PIPE
SEE DETAIL
S-4 & S-5
EX. ABC STONE
UNDISTURBED SOIL
NOTES:
1. IN NCDOT OR MERGER COMMUNITY MAINTAINED ROADWAYS, ENCROACHMENT
PAVEMENT PATCH REQUIREMENTS SHALL TAKE PRECEDENCE.
2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAWCUT MACHINE.
3. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL
AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY AASHTO T 99 AS MODIFIED BY NCDOT.
4. THE FINAL 12" OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO AT
LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T 180
AS MODIFIED BY NCDOT.
5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.
6. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED,
BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED
THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. SEE DETAIL S-4 & S-5 FOR ADDITIONAL TRENCH AND PIPE BEDDING DETAILS.
9. NO HAND PATCHING ALLOWED.
10. PAVEMENT CUTS WITHIN NCDOT R/W SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
STANDARD ASPHALT
PAVEMENT PATCH
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
AERIAL PIPE
CROSSING STEEL CASING
PIPE ELEVATION
S-12
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
/2/i>W/V/V
\/
FINAL BACKFILL
V
INITIAL BACKFILL
6" #67 STONE WHEN
ROCK IS ENCOUNTERED
:/
6" MIN.
12" MAX.
PIPE O.D.
6" MIN.
12" MAX.
UNDISTURBED SOIL
NOTES:
1. FOR 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.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
TRENCH BOTTOM DIMENSIONS Sc
BACKFILLING REQUIREMENTS FOR
DUCTILE IRON
S-4
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. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
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RALEIGH WATER
RALEIGH, NC
STA\ DAR D
City of Raleigh Development Approval
PROJECT NO.
RAL1801
SD-1 .0

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2' 0"
DOI
2'-2"
MIN.
EX. GRADE
STEEL CASING PIPE
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
SEE DETAIL S-39
STANDARD
MANHOLE
NON -SHRINK GROUT PLUG,
SEE DETAIL S-18
RJ DIP CARRIER PIPE
STANDARD
MANHOLE
3/4" STAINLESS STEEL ANCHOR
BOLTS AND STRAPS
PIPE JOINT, TYP.
••\
3/4" STAINLESS STEEL
ANCHOR BOLTS AND STRAPS
SECTION
ELEVATION
EX. GRADE
STEEL CASING PIPE
PIPE SUPPORT,
SEE DETAIL S-14
DIP CARRIER PIPE
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION
AND ELEVATION
S-13
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SEWER MAIN
FOR PRECAST
SECTION ALONG CENTERLINE OF EXISTING MAIN
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20
NOT TO SCALE
STANDARD MANHOLE
INSTALLATION OVER
EXISTING SEWER MAIN
S-22
Y4"x3" STAINLESS STEEL STRAP
WITH Y4"x2 Y2" NEOPRENE PAD
N� , ADHERED TO STRAP,
SEE NOTE #5.
Y4"x6" NEOPRENE
- PAD ADHERED TO
SADDLE12"
I
SEE NOTE #4
FOR BAR SIZE
AND SPACING
• 3'-0//
MIN
//
FI 'D"
PROFILE VIEW
CASING
PIPE
DIA.
(IN.)
H..
FT
THICKNESS
"A" (IN.)
PIER
WIDTH
FOOTING
LENGTH
FOOTING
WIDTH
<6
12
5'-6"
8
12
6-12
2 4"
3'_0"
10
12
6'-8"
12
12
7'-2"
<6
12
8'-0"
8
12
14 20
3'-0"
3'-0"
10
12
9'-10"
12
14
10'-6"
<6
14
8'-9"
8
14
10'-0"
22-28
10
14
3'-8"
11'-O"
12
14
11'-10"
<6
18
9'-0"
30 36
8
18
4. 4"
4'_0"
10
18
10'=6"
12
18
12'-4"
56
18
9'-6"
8
18
11'-O"
38-48
10
18
5'-4"
12'-0"
5'-0"
12
18
12'-10"
<6
18
9'-10"
8
18
51 56
6 -4
5'-0"
10
18
12'-4"
12
18
13'-2"
3/4" 0
STAINLESS
STEEL
ANCHOR
BOLTS,
ASTM A307
OR A36
SEE NOTE
#4 FOR BAR
SIZE AND
SPACING
SECTION
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
A. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF
B. CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI
C. GRADE 60 REINFORCING STEEL
D. MAX. STREAM VELOCITY = 10 FT/SEC
E. MAX. SUPPORT HEIGHT (H) = 12'-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY
THE ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE
TO WITHSTAND 2,000 PSF BEARING PRESSURE, A PILE
SUPPORTED FOUNDATION SHALL BE UTILIZED AS PER DETAIL
S-15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEET
MIN. COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO
BEDROCK PRIOR TO PLACING FOUNDATION, SEE DETAIL S-17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS
SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES O.C. IN
EACH DIRECTION ON EACH FACE. EIGHTEEN -INCH WIDE PIERS
AND FOOTINGS SHALL BE REINFORCED WITH #7 BARS AT 12
INCHES O.C. IN EACH DIRECTION ON EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER
THE PIPE INSTEAD OF ONE (AS SHOWN).
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED
WITHIN A STREAM AND ARE NOT COVERED WITH BLACKFILL, SEE
DETAIL S-19 FOR MODIFICATIONS TO UPSTREAM FACE SUPPORT.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20 NOT TO SCALE
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
S-14
VENT OPENING TO BE THREE FOOT ABOVE
HUNDRED YEAR FLOOD ELEVATION (HYFE)
* SEE VENT DETAIL
VENT OPENING TO
BE SCREENED
SEAL AROUND VENT
CAM-LOK WATER TIGHT MANHOLE PIPE THROUGH
FRAME AND COVER CENTERED IN TOP MANHOLE
MIN. 12" PRE -CAST TOP SLAB
STEP, SEE NOTE #3 -
\ �j//%\
SLOPE FINISHED
GRADE AWAY FROM
MANHOLE ALL SIDES.
4" "HOT DIPPED"
GALV. PIPE
fFACTORY CAST IN PLACE
GALVANIZED PIPE FLANGE
12" ABOVE MH TOP
VENT DETAIL
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PROPOSED GRADE
6
FLANGE
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NOTES:
1. VENT MUST BE FACTORY WELDED, FABRICATED, AND
"HOT DIPPED" GALVANIZED.
2. HYFE- HUNDRED YEAR FLOOD ELEVATION.
3. WHEN MANHOLE TOPS ARE IN EXCESS OF 3' ABOVE
GRADE, OUTSIDE STEPS MUST BE PROVIDED. SEE
DETAIL S-28 FOR STEP.
— GASKET
STAINLESS
STEEL BOLTS
9" STONE
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20 NOT TO SCALE
STANDARD SEAL TIGHT
MANHOLE WITH
VENTED STACK
S-24
ALL NEW MANHOLES SHALL HAVE CAST IN
PLACE GALVANIZED PIPE FLANGE. INSTALL BUIND
FLANGE ON MANHOLES WITHOUT VENT PIPE.
STYROFOAM PLUG TO
ASSIST GROUT
PLACEMENT, ALL AROUND
STEEL CASING PIPE
-B+P CARRIER PIPE
FINISHED GRADE 12
2"
NON -SHRINK GROUT
BULKHEAD AT EACH END
OF CASING PIPE
PROVIDE 2" 0 GALV STEEL DRAIN
IN BULKHEAD AT LOW END OF
CASING PIPE AND Y3 CU YD OF
CRUSHED STONE AT DRAIN, WRAP
STONE WITH FILTER FABRIC
5
3/8" STEEL
PLATE, TYP.
1/71.1
/ 8" 0 A325 BOLT
CASING PIPE
4 ■� =19
V
1" R ON ALL CORNERS
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TYPICAL CASING PIPE PLUG
CARRIER PIPE
3/8"X4" STEEL
PLATE, TYP.
%6
PIPE ALIGNMENT GUIDE
• INSTALL PLUG ON UPSTREAM END OF
CASING.
• INSTALL PLUG, VENT AND DRAIN ON
DOWNSTREAM END OF CASING.
TURN DOWN ELBOW
WITH INSECT SCREEN
2" 0 GALV STEEL
VENT, TW PER
CA�INC, NE AT EACH
PROVIDE PLASTIC SHEET
BOND -BREAKER BETWEEN
CARRIER PIPE AND
GROUT ALL AROUND
NOTES:
1. NON -SHRINK GROUT SHALL BE
"EUCO-N-S" BY THE EUCLID CHEMICAL
COMPANY; "MASTERFLOW 713" BY
MASTER BUILDERS, OR EQUAL.
. USE A MINIMUM OF 2 SPIDERS PER
JOINT PLACED ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE
BELL AND SPIGOT.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20
NOT TO SCALE
AERIAL PIPE CROSSING
CASING PIPE DETAILS
S-18
2 „
2 3/4"
COVER 120 LBS. MINIMUM
7 Y2"
1"
BUTYL-NEK OR APPROVED SEALANT
BETWEEN FRAME AND COVER
MANHOLE FRAME AND COVER
25 Y6"
23 1Y8"
25 15/6"
33 Y4"
5/8"x3" LAGSHIELD IN HOLE DRILLED INTO
CONE OR RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3" HOT DIPPED
GALVANIZED LAG BOLT AND WASHER
NOTES:
1. ALL MANHOLE FRAMES SHALL BE DOMESTICALLY CAST.
2. FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS.
WITHIN PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS.
3. COVER SHALL WEIGH A MIN. OF 120 LBS.
4. ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES
SHALL BE BOLTED TO THE CONE SECTION OR RING
WITH A MINIMUM OF 4 BOLTS PER FRAME.
1"
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20 NOT TO SCALE
STANDARD MANHOLE COVER
S-25
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
SEE DETAIL S-25 FOR
MANHOLE FRAME AND COVER
SHELF
SLOPE 60°
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
PROVIDE A WATER TIGHT SEAL
6" -
• - ter -,fir--, ter- ter- ter- ter-4ter- ter- ter- ter- ter-44-
SECTION A -A
A
A
9"
STEP, SEE
NOTE #3
ECCENTRIC M.H. CONE MAY BE USED ON
8", 10", AND 12" SEWER MAINS.
MANHOLE CONE AND BARREL SECTIONS
SHALL BE AS PER ASTM STANDARDS
"0" RING SEAL
OR RAM -NECK
RUBBER BOOT
NOTES:
1. LATERAL INVERT SHALL NOT BE
LOWER THAN MAIN SPRING LINE.
. MANHOLE SHALL BE 3' ABOVE 100
YEAR FLOOD PLAIN OR SEALED AND
VENTED TO 3' ABOVE 100 YEAR
FLOOD PLAIN.
3. WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE,
OUTSIDE STEPS MUST BE PROVIDED.
SEE DETAIL S-28 FOR STEP.
4. IN NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE.
SEE SEWER
DESIGN SECTION
MIN. 9" COMPACTED #67 STONE BASE TO
BE INSTALLED UNDER NEW MANHOLE.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE 05/11/20 NOT TOSCALE
STANDARD PRECAST
SANITARY SEWER
MANHOLE
S-20
(4) 1" 0 HOLES © 120°
1" LETTERING
RECESSED FLUSH
7 Y2"
i
VA
Ci
PLAN
28 Y4"
26 Y4"
26"
22" -i
A
I II
28"
34"
MINIMUM AVG. WEIGHT:
• FRAME 182 LBS
• COVER 160 LBS
• TOTAL 342 LBS
(2) LIFTING BARS
GASKET IN VERTICAL
FACE OF COVER
////"A FRAME MUST BE
ANCHORED IN
ACCORDANCE WITH
DETAIL S-25
TOP OF COVER SECTION A
TYPICAL LIFTING DEVICE
5/8" 0 STAINLESS
STEEL ROD
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE 05/11/20 NOT TO SCALE
MANHOLE FRAME AND
WATERTIGHT COVER
S-26
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. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
U
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Q
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m
RALEIGH WATER
RALEIGH, NC
STA\ DAR D
City of Raleigh Development Approval
PROJECT NO.
RAL1 801
SD-2.0