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(1) REII7ME ORAN GRATE TURN - Z506 OR EQl1N.
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(Z) �� SIDE SEWER P
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TIONS �lOW tRJtY GREAT
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(3) REPL,CE GRATE TO r = -' !,
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SPEC'�ICJ1T10N5 ff'%F =%%-� ,%' „�:;;�� � ,,,r r � , j � �
CONCRETE SUB 6.1
```�.. r_ '`., i s • r -, ;' - . - .. SIG aD1ICRETE
..;���'• ., ,, � ., ' .� may..,
(1) F<TERS , V BE A MIN 3' DEEP ` " � ', j r / a / r : L r •
= - t a - ' - ', CONCRETE FLOOR SLAB
4 1 /i' CENT - OR PA
(2) OF r�aVEN PoL `� �� u � r . � ooNcRETE 6 Pvlc PPE 5� ExJElrO 2 _
'� _
\e" LA.,, : • ABOIVE THE BOTTOM OF 1HE CASK 3 Ail SEAMS DOUBLE STiTCNED t w _ �e
a ��; 6' PVC
I ` 45 \ . PPE • .
(4) - 40 GAL PER MIN SQ FT 16 : "I ! i I � o , Q e, •
'
4X6 '-
(5) REUSEA I,E OR THROW -AWAY �'� BELL SEE C17Y STa�ARD - POLY" -
.�� ; '! ( ) BEDDING DETAIL
TO STORY DRAM \ -
(1) REMOVE WHEN FILED TO HALF WAY MARK ;,.� I 4 LONG TURN ELL-
/ BEND
DER �j.�., . \ /i, ,� /,! \ /,r \ \ \�� / \ \, \ f . ,\�
USE FRONT END LOA OR OTHER �; Wi �) /%�!�
4 PPE POLYDRAIN LOCK
EQUIPMENT FOR REMOVAL NOTES TOGGLE
�-� :
(2) CYAN AND REUSE OR REPLACE
/ r
�1 1. CLEANOUTS MAY BE USED AT THE END OF 6' LINES AND IN NOT MORE THAN 150 FEET LONG. SOIL Z r ANCHOR RIBS
NOTES: AS APPROVED BY THE CITY ENG1NErR.
�r �i ! ,-�1 1. 811CKF]l.l WILL l 8E COMPACTED USING NATIVE OR SELECTED MATERIAL AS APPROVED BY THE SOILS ENGINEER. T
2. SAWCUT SHALL BE SEALED AT THE TOP W91 H A HOT PAVING GRADE ASPW AND FACE OF CUT UICKED. - . -
I 2. INSTALLATION SHALL BE PER SECTION 51 OF APwA STANDARD SPECIFICATIONS \ / N;
3. AL MATERIAL SHALL CONFORM TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, MUNICIPAL
CONSTRUCTION PREPARED BY THE WSDOT AND THE APWA WASHINGTON STATE CHAPTER.
4. MACHINE BEARING FACES OF FRAME AND COVER TO INSURE POSITIVE FIT.
cft N* 9edmer +er Plaza Drain 2 Oven Out 'Trach
(k* 4
PREMOLDED CONTINUOUS
MASTIC JOINT STRIP OR
JOINT MAY BE SAWCUT,
SEE DETAIL A BELOW.
d 4 9 d
D ° • _ d ' " CONCRETE SLAB
• • d e
e • d w
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a e
T � 'r� • _ - '� -� �� /'.' iC � � � .S'r - ' •. ��'`. - i .....
/.� / /.�.�AVIN G
/.� - i\/ i ,��j \�j� \ / /� \ / /� \ /�� \� / \ \� /.� // \ice\ /f, i...., /f\ f'c� / /.�!i� / /� /� Vii'' � / \ \ / \ \ / \ \ /\� \� /�ii.!i ✓ice �� / /�� i.\1�� /�. � � !i.,f, .. %. / /..�i,. �..� %� , .. i, f, .
\'� f CRUSHED SURFACING BASE - COURSE
CONCRETE P
NOTE: COMPACT TO 95% MAX DENSITY
DETAIL A SAWCUT CONCRETE, PROVIDE CONSTRUCTION OR CONTROL
USE BACKER ROD AND �� M1 SLABS ON GRADE TO BREAK SCARIFY AND RECOMPACT TOP 6 OF
W FILL W/ SEALANT, SEE SLAB INTO RECTANGULAR AREAS, SEE EXISTING SOIL TO 95� MAX DENSITY
RESERVOIR TABLE. JOINT SPACING TABLE BELOW. AREAS TO (SOILS ENGINEER TO APPROVE EX SUB -
BE APPROXIMATELY SQUARE AND HAVE GRADE PRIOR TO PLACEMENT OF CONC)
SD NO ACUTE ANGLES. JOINT LOCATIONS
1 4D TO BE APPROVED BY THE ARCHITECT.
4 SEE ARCHITECTURAL PLANS FOR STAMP NOTES:
PATTERN, COLOR AND FINISH.
f '
1.) CONCRETE COLORS AND FINISH TO MATCH EXISTING. - SEE LANDSCAPE PLANS FOR SCORING PATTERN.
BUTYL OR d f JOINT SPACING TABLE
PO YPRO 2.) SEE DETAIL 10 /C 1.3 FOR CONSTRUCTM AND CONTRACTION JOINT PLACEMENT
ROPE OR
BACKER ROD
SEALANT RESERVOIR TABLE
JOINT SPACING
WIDTH (W)
DEPTH (SD)
9 -11
1 E
1 4 MIN.
11 -14'
1 /8r
1 /4' MIN.
15 -17'
1/4-
318' MIN.
15 -18'
1/41'
3/8" MIN.
20 -25'
1/2*
1/2' MIN.
5 -28 1
1/2'
L4" MIN
PAVEMENT DEPTH
JOINT SPACING
5
9 -11
6'
11 -13'
7'
13 -15'
8'
15 -17'
10'
18 -21'
12'
20 -25'
14'
25-28 '
4-1/2* THICKNESS FOR PEDESTRIAN PLAZA
80 THICKNESS FOR DRIVING PLAZA
o�y
� JIM Caffete Mamnwuruum
RECOMMENDED FOR APPROVAL
SrAWAFff SEWER NOTES AND ATM
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF 10. OPEN CUT ROAD CROSSINGS FOR UTIUTI' TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT
WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL WA S TEWA TER U T7LI T Y DA TE
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANGARO SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER WERICAN PUBLIC WORKS ASSOCIAPON, LATEST RENTON CURRENT STANDARDS.
EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
OF RENTON, 198$ NAVD. �
3. AL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS 11. DATUM SHALL BE CITY
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 12. AL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE - SURFA WA TER UTILITY DA TE
DEPARTMENT FOR THE Pf11ENT10N OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR IR
THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SUL 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
5. IT SHALL BE THE RE:SPONSIBf M OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
PERMITS PRIOR TO ANY CONSTRUCTION. FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
WA TER U TILL / T Y DA TE
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
F. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AL BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
OTHER PLANS.
14. SANITARY SEINER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
7. A COPY OF THESE APPROVED PUNS MUST BE ON THE J08 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DUCTILE IRON CLASS 50.
8. THE CONTRACTOR SHALL PROMDE THE CRY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED DA TE
SY STEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED GRADE. IN PAVED AREA, COVER MUST SLOPE IN AL DIRECTIONS TO MATCH PAVING.
PROFESSIONAL SURVEYOR.
9. BACKFIL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, Tli()FZOl1GNLY CAMPING EACH DYER TO 95 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO DA TE
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE nu OVER PIPE SHALL BE THE SAME AS DESCRIBED, 10 44A;N ZFNA NICE
Y
• WAS �V. SCARE
R�� • �'' ',�`
AS SHOWN C I T Y OF "03 COUGHLIN PORTER LUNDEEN RENTON PAVILION
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION SAS RENTON CITY OF RENTON POM.
217 PINE STREET - SUITE 300 P. 206/343 -0460 26577 �p � Ole � .
��"r� •�i•%I�j SEATTLE, WA 916101 F: 206/343 -6691 ''sue'` JAS � x Planning /Budding /Public Works Dept. DETAILS C-1 e4
AL. N0. REVISION BY DATE APPR �a :emu "�O"0""0.1'
SCANNED - 7 M a d
Ex 01/23/2004 r �o 0 o j r
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