HomeMy WebLinkAboutWWP2703196.11/2`^WEB 8PL.
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MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 34" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER G\SKETED JOINTS
3'
CASTING TO BE PER DRAWING BR29 '
MANHOLE4. ���0L� SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C-443
CONCRETE.
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
0.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING,
CONCRETE RISER BY PIPE INC.,
VVASSER MC-CONSE/\[ OR APPROVED EQUAi;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
7,
RUBBER CA8KETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443,
8,
CHANNEL HEIGHT SHALL BE A MINIMUM UF 3/�4 THE INSIDE
DIAMETER OF THE LARGEST P|PE,
MAX.PIPE SIZE - 21" I.D.@'
CONNECTIONS TO MANHOLE SHALL BE MADE USING QPK
ADAPTOR, K0R-N-SEAL BOOTS OR APPROVED EQUAL,
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
10/17/96 EDITED TEXT
3/8/95 ADDED NOTE. EDIT TEXT
DATE REVISION
SEWER MANHOLE
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
CITY OF RENnON
STANDARD PLANS
` LSz oArE:12/96
10
, P W ID DWG. NAME: BR28 SP PAGE:BO71
PROPERTY LINE
FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
Ilu
Lu
z 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
Of AND #6 WIRE WRAPPED AROUND THE STUD AND
6` SIDE SEWER AND BUILDING SEWER CL EXTENDED TO THE TOP OF THE STUD,
T IL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWER's TO EXISTING MAIN.
F60" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
CONCRETE
0 2% MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
6" MIN. SEWER MAIN ZSEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION
ELEVATION
(SEWER MAIN TO PROPERTY LINE)
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5, COVER AT PROPERTY C� CITY OF RENTON
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ++
STANDARD PLANS
DATE I REVISION Y APPR'D1 DWG. NAME: BR39 SP PAGE: B078
SIDE SEWER
Ask
ue
Cramer Northwest Inc
ENGINEERS, SURVEYORS & PLANNERS 36049
V4,'.> N. CENTRAL, S|L. #104, RENT, WA 98032
/253\852-4880 /|000|\ or 1-/800\251-0189 (toU free) /2531852-4955 (fax) AL
E-MAIL: �n|0�cronmernw/oorn - | FN ^ |
REVISION
SECTION 4 T 23 N R 5 E
" TYP.
, /n" ' z" ' �/�"
� x i x J/o 1Nmv-3nm r*//cnm
ST INTEGRAL ON TOP
COVER /N(lm—|/l��|�(�
~. ,^-.` (NON —LOCKING
FOR ^^-11 N.C. x 1-1/4°
S.8. ( C. HD. CAP SCREW (� RE�"D.\
�� -- - '
1 ^-'TYP. NON-SKID PATTERN
1" SEAT
2" RAISED LETTERS AS
U UN REQ'D. SEE NOTE No.3 BELOW
NDERSIDE SHOWN FOR CLARITY
�-DRILL AND TAP 5/8" -11 N.C. \ �-1 ��`^ �O�E /TY�.\ /L0��|N�\
ON 23" B.{./TYP. 3 PL.) ' ' ' �
FRAME (LOCKING) COVER (LQCKINQ�
1. FOR NON -LOCKING USE OLYWP|C FOUNDRY No. k4H 30 OR E{}UAL,
2. FOR LOCKING UO USE OLYWP|C FOUNDRY No. MH 30 O/T OR EQUAL
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), DR WATER (SPECIFY "WATER"),
REVISION BY APPR'D
PIPE ZONE
BACKFILL MATERIAL W (SEE NOTE 4) LIMITS OF (SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
A4
(CLASS A DESIGN) F
BACNFiLL MATERIAL
(SEE NOTE 5\ ---
BEDDING k�ATER�AL
FOR RIGID p|pE
NOTE 6) FOUNDATION LEVEL
BEDDING MATERiAL
FOR FLEXIBLE PIPE
(SEE NOTE 7\ --'
� FOUNDATION LEVEL
LIMITS OF PIPE ZONE
8` C, D, D`FSkGN\
BEDDiNG FOR RI{@D PIPE
/SEE NOTE "
LIMITS OF PIPE- ZONE
a,
MANHOLE COVER & FRAME
NITS
NOTES:
1� PROVIDE UNIFORM SUPPORT UNDER 8ARR[L,
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY,
'
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPEC|F|CTAT|8NS FOR TRENCH WIDTH ^W/' AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18''.
5. TRENCH BACKF|LL SHALL CONFORM TO ''8ACKF|LL|NG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPEC|F|CAT|0NS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1^ PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKF1LL MATER|AL,
8. SEE "BEDDING MATERIAL FOR RIGID P|PE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SE[ "BEDDING WAT[R|AL FOR FLEXIBLE P|PE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A WANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
CLASS A
* A = 4- MIN. 27^ I.D. AND UNDER
(CLASS F DESIGN)
BEDDiNG FOR FLEXIBLE PIPE 12-21-91 lRevised notes, 4,5,7.& 8. Added note 6
'i DATE I REVISION
PIPE
| BEDDING
CNW
LSK
LSK
BY I DATE APPR APPROVED:
NTS
ONE I
AT FULL
IFNOT ONE INCH
SCALE ACCORDW
PIPE BEDDING FOR SANITARY SEWER
*r ADOPTED
)DAN, CITY ormENTON
szAmoano plAmo
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DT
DWG. NAME: BVV18C 5P PAGE: BC
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CITY | L��
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Planning/Building/Public Works Dept.
or,_s/,q``
SECTION A -A
^^
5/8" F 3/8
|
- -�1-2-1/�/7"
25"
SECTION B-B
1-3/R"
r2^
MANHOLE FRAME AND COVER
Y ADOPTED
CITY OF RENTON
STANDARD PLANS
15"P3196iO3
7j RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE.
BY: DATE:
DALPAY SHORT PLAT 9-28-04
DRAWING NO:
SEWER DETAILS 8
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