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PERVIOUS CONCRETE NOTES:
1. SUSIM111ALS 94ALL INCLUDE THE DESIGN MIXTURES A DESCRIPTION OF THE PROPOSED PLACINIG AND PROVECII METHODS, A DETAILED PLAN
OF f i . ]r POANG PATTERNSHOININGIm ALL PLANNED CONSTRUC71ON JOINMDATA ON wUP" MEZU AND METHODS TO BE USED
ANDANOWNEWSFOR ] 1 WA&TE140CE FOR ]1PERVIOUS] 3
2. C0110TRACTORCERTIFICATION OF • • QUALIFICATIONS m! PERVIOUS CONCRE f QUALITY ASSURANCE• " THE
w• • ]
PERVIOUS CONCRETE r ` • CONCRETE ].
3. WAFACTURER OF FW" -MIXED CONCRETE PRODUCTS SHALL PROVIDE CEENIFICATION STATM IT COMPLIES WfTH ASTM C94/C94M
FOR f i FACKJTIES AND EQUIPMENT.
4. P81144OUS CEMENT CONCRETE PAVEMENT SHALL BE DESIGNED PER ACI 522 PERVIOUS SPECIFICATIONS. SECTION 5-05 "CEMENT
•• ifit]mir wrrm THE wsDoT summo spEmmom Fop• r wvDGE,AND mLwxxbAL i•I mosirlRUICTION,a~ EDITION,
BE IrAS AN ADDITIONALRESOURCE.
5. PEWAOUS CONCRETE• FROM S ] AND PERVIOUSwi w • i w]'
6. THE INSTALLER SHALL USE ADEQUATE NUMINERS OF SMJM WORICERS WHO ARE THOROUGHLY 7%#AOED AND IN THE
Cft%fTS AND WHO ARE COMPLETELY FAMILIAR WffH THE arqtluwwtu REQUIREIMIE11IITS AND THE METHODS NEEDED FOR PROPER P-MV01MMANCE
THEiIN THIS SECTION.
7. THE USE OF CONCRETE FLATW• CEMV]rFINISHER IS AM 1011 ]r
S. POW M THE PROJECT PRECONSTRUCTION k*MTM, THE PLACING SHALL FURNISH THE A STATEMENT ATYESTYC TO
QUALFrATIONS AND EmmVIIIIIIIIIIINCE AND WMATION ON A MINIMUM OF 7WO (2) PORTLAND CEMENT PERVIOUS PWANG PROJECTS
COMPLETED BY THE CONTRACTOR, INCLUDING:
• ADDRESSES OF •
b. LMT WEIGHT ACCEPTANCEDATA.
TEST RESULTS INCLUDINIG• r CONTENT' AND Lbiff WEIGHT.
d. SAMPLE OF •rUCT (I.E. COME OR
9. PRIOR M THE PROJECT DONSTRUCTION MEETM, THE MIXINIG& PLANT SHALL FURNISH OWNER/OWNEWS REPRESENTATIVE A STATEMENT
ATTESTING TO QUAL*1CA1XW AND EXPERIENX AND A kOMM OF 7WO (2) PORTLAND CEMENT PERVIOUS PONM PROJECTS
w• ]rBY THE PLANT WITH THE FOLLOWM• •
OF i
PLACINIG CONTRACTOR AND CONCRETE PRODUCERWi] a►'a".] wWITH PORTLAND CEMENT PERVIOUS CONCRETE
RETAIN ANa 31IIENCED CONSULTANT • MONITOR •mmi. Homxm,,1 PLAcEmEw opemoNs AT THE cownwroWs
10. *4 LIEU OF TEST PAHMS, THE CONTRACTOR MAY PROVIDE EXAMPLES AT OTHER PROJECT SI I WffH THE MATERIAL FW* THE
SAME
i ENGINEERSsI WAS •
11. CONT11111AC 94MI PROTECT ADJACENT WOW FROM SPLASHM OF PAWM MATERIALS. REMOVE ALL STAINS FROM EXPOSED SURFACES OF
E. AND GROUNDS. REMOVE i SPII.LAGE.
12. DO NOT DOAVM Oft DISTUFA EXISTM OR VEGETATION. PROVIDE SLXTABLE PROIECI WHERE REQUIRED BEFORE STARTINIG
WON AND MAINTAdN PROTECTIONi " • COURSE OF •
TO THEIR ORIGINAL Cxx MILY 11111 LUI in! ON REPAIR AS DIRECI TO THE SATISFACTION OF THE DESIGN PWESSIONAL OF
RECORD.
14. 1 -1 SHALL DOCUMENT THE SITE NTH PHOTOS OR VIDEO PAW TO STARTINIG ANY WORK. COPIES OF THE M40TOS AND/OR VIDEO
SHALL BE - TO THE ENGINEERAND OWNER TO STARTINGi
15. NOTFY AND COOPERATE WITH LOCAL ALMMM AND OTHER ORGANIZATIONS HMM JURISDICI WHEN CONSTRUCTION WILL IN YERF
W"H THE OF EXISYM ROAM PON31RIANS. AND TRAFFIC.
16. PFAAW TEMPORARY MARINERS, SOS, WAIRMING LIGM FLAGGERS. AND OTHER PROIECI AS REQUIRED TO ASSURE THE SAFM OF
.� m •AND VEHICLES AfA)UND T14Ew • •ARFA AND TO • IGAIIIIZE THE SMOOTH• OF
17. DO NOT PLACE POMOUS CONCRETE WHEN THE AMMW TEM14WTURE IS BELOW 4O`F OR ABOVE WF, UNLESS Of
POWNrIN WRITINIG BY THE DESIGN P11WESSIONALOF i • /
18. DO NOT PLACE PERVIOUS CONCRETE 04M THE WIND, HEAT OR HUMIDff`Y DOES NOT ALLOW ENOUGH TIME M PLACE. MWY
JOINT, COMPACT, EDGE, r CURE BEFORESURFACE DRIES AND IS NO LONGER WORKABLE WITHOUTr rTHE SURF010E.
19. CONCRETE AND AGGREGATE FOR ALL PERM" CONCREIE SURFACES SHALL BE PER ACI 522 OR APPROVED EQUAL
20. MIX BEIM ALTERNATES OR APPROVED EQUALS MUST BE SU111MITTED FOR BY THE CIVIL OF RECORD A MRS" OF SEVEN
(7) WOMM DOMS PRIOR TO n QEUM A 001ENED SAMIPLE OF THE PERVIOUS CONCRETE SHALL ACCOMPANY THE AL79W7E
Oft APPROVED EQUAL REQUEST. F A DESM AI.TERNATIVE IS CON7ACT` THE TO ___IBMISSInN FOR NECESSARY MIX
_prm am
21. THE IAWIER/CEMENT M710 SHALL 13E SUCH THAT THE CEMENT PAS7E DISPLAYS A WET METALLIC SHIOEN WHEN FLOATED WITH A L au
HW FISAT WITH" CAUSM THE PAM TO R.01W FROMt t . 7 OR w
22. U%M MAY BE ADDED AT THE J089M TO OWAM THIE MIIX CONISISTENCY. ANY VATO ADJUSTMENTS MADE AT THE JO01SffE SHALL
+
TO DISCHARGE.
•THAT' CANNOT BE ADJUSTED ON-SITE TO MEET SPECIFICATIONS SHALL BE]1
24. VE SHALL BE DEPOSIED AS CLOSE TO ITS F04AL POSITION AS PRACTICABLE SUCH THAT FRESH CONCRETE ENT THE MAW OF
•PLACED CONCRETE.
25. MPIMIZE THE PRACTICE OF DSCHANG" ONM AND PULLING; OR SHOVELING TO FINAL PLACEMENT.
26. THE MIGN PROFESSIONAL OF RECORD SHALL APPROVE A SITE CAST SAMPLE OF THE SPECIFIED PAMEMIENT' BEFORE PAMM BEGINS. THE
SUWACE t OF t , FORTEXTURES1SHOULDI MINIIMAL SLWACEi]
THE ]r PRODUCT MUST MATCH THE APPROVED ACCEPTED SAMPLE PANELS.CONIDII•MAY BE USED *4 THE
wrI WOW.
27. ] r VOIDS iX +/- 4X AS LONG AS THE PRODUCTREACHES 2500 PSI COMPRESSIVE ] OR GREATER UNLESS
OD"JUIVAUTHO111112ED BY THE DESIGN P• aSS • OF w • 1
28. TE57M 94ALL BE TESTED USM ASM C1701 ON CLEAN, LEVEL PERVIOUS PAVEMENT UPON REMOVAL OF THE CUIIIING PLASTIC
AND ACCEPTED BIEFORE OPEN14G THE M&A.& TO T"wm. SHALL BE AT LEAST 100 INCHES PER HOUR AFTER
wPLASTIC IS REMOVED.
29. ff-MEAKE BALLAST SHALL MEET THE GRADATION OF ` r • i • 1AMENDED ]+ 04 THE FOLLOWM
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PERVIOUS CONCRETE EXECUTION:
1. IT IS ESSENTIAL THAT THE I OF THE UNDEXYW NATIVE SON BE THEREFORE, THE EXETING - - LOAM
STONE 80 AIWM SHALL NOT BE COMPACTED OR SU"CT TO E30 " - CONSTRUCTM TRAFFIC PRM M STONE NED PLAICEMBI17. 60
AMA SHALL NOT ' ]r • FINISHED r DEPTH ar PROCEEDING S • OF G AND
2. WHEM EROSION OF HAS CAUSED ACCUMULATION OF FINE MATOWLS AND/OR SURFACE PONO#4G, THESE MATERIALS SHALL BE
REMOVED WffH LIGHT EQUIP1MENT' AND THE UNDERLY1W SOILS SCAf*1ED TO A MINIMIUM DEPTH OF THREE (3) INCHES WITH A YOW RAW OR
EQU11VALW AND LIGHT TVACTOR.
3. ORMr Of ILBASE • UK, GRADE, i ELEVATIONS INDICATED. FILL AND LIGHTLY REGRADEDAWAAD BY
F1 • • • r OR COMPAC`TION BEFOREw OF r BASE
4. THE PROFESSIONAL OF RECORD SHALL BE NOTIFIED A.MINIMUM OF FORIY-EIGHT' (48) HOURS IN ADVANCE OF ifisd%M&A&A,
UK INISTOLLATION, AND ALL PE11%4OUS CONCRETE POURS AWLE TIME FOR TPAVEL M REACH THE WE)
TO 04SPWT OR SM A TO INISPECT AGGAMTE INSTALLATION, AND ALL PERVIOUS TE
POURS. •S
CONFERENCE '" w ai �i • • w 1 i ! • • OF
PANEL, UNLESS t ] r BY DESIGN r 3: �: i OF w • ' .1 THE FOLLOVANGINDIVIDUALS REQUIRED TOATTEND:
CONCRETE]rr E° OF • •.
• ar OPERATOR(S) ANr MANAGER.
READY USM): • DISIPATCH AND BATCH PLANT OPERATOR.
• PERVIOUSw• i CONTRACTOR.
C. SrTE iwopuuCONTRACTOR.
PROJECTd. •
0. PERVIOUS CONCRETE CONSULTANT' APPROVED NY EVOLU71ONa;OURCES.
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SURVEYED: SCALE:
S. PHILLIPS %w"Il : wain '
DESIGIiEO:
NO SCALE �: i«c 11mi „"
S. BEIER Ad
DRAW:
S. BEIER
1 REVISIONS PER CITY REVIEW COMMENTS - AUG. 3, 2015 TH 8/2015 JRT CHECKED: AT FU iNc
ME SCALE
01_171 J. TUTTLEiF Hor ori INCH
N0. REVISION BY DATE APPR : J. TUTTLE sc Y
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: AS & A DATE: I 171X_
BY: DATE:
BY: DATE.-
BY:
ATE:BY: DATE:
TUTTLE ENGINEERING
AND MANAGEMENT
P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953
0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM
SKAGEN 5 LOT SHORT PLAT
TALBOT ROAD
Planning/Building/Public works Dept. PERVIOUS CCANCRETE SPEC IFICATICAIS
9/02/2015
PAGIE:
No:
C - 13
SHIEEr. 13 OF: 13
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