The URL can be used to link to this page

Home My WebLink AboutR-405218LQ f= .s O � N ~ N O ii CI:: Q g 3 6FE1r M2 /B•R X 5/S"O 9u MLIY JOINT - SEE NUT E2 - 2 - D• I 1 I 3/8` PRET,fOLDED JpNT FILLER {TYPj- CEM7:HTGOtY.REIE CURB AND B VTTFR 5' PLAN MEW ME C R3 FRME A GRATE 6 1 2' T3- L FRAME AND GFIATE - NOT NCLUDED 1 /2- K• 1' R. MANY IN CURa AND nUTTER BID ITEM BLOPE • ' h 3' `4 i TCPOF e . I• R. 1 1r ROADWAY 9 F 5 P -••,• P AWUSTMENT SECTION -NOTMICLUDED ►• h' or CURB AND BUTTER BID OEM nJSTCH 9A62Y • NOT 1Nd-UDED v IN OWW AND OUTTERSIDREM r •h __. r= SECTION I(D f� l GENERAL NOTES: 1, The intent Df this design Is to facilitate the removal of a catch basin with minimal dlsiurbanoe of the curb. 2. The expanal on Jo[nts of the adjaounteldwmikstealI ,; •�j��;` •�' :I be -adjusted to be In Una with these curb expansion Joints. ISO! RT2E31C VIEW CEMENT CONCRETE CURB' + + PusliC WORKS INSTALLATION AT PF20 +.D: DEPARTMENT CATCH BASINS DIAG DocuSign Envelope 10: 6EECF5B6.602A-4E4A-B436-A317AA638878 I J i Ol1TFALL iO STHEAM I DIfNP RD PC,L LIIiAHES I BOLT -DOWN SLOT. SEE DETAIL AND AIL t TOP 31B- RECESSED LETTERING I I 4102'- I � i•� �i 1 1r4' I 1II ae• I �I I BOLT -DOWN SLOT DETAIL 1- - - - SEE NOTE I - S ISOMETRIC 24' 7 OR 8 EQUAL SPACES j DIRECTION FLOW I 518• MAX- T SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5t8'-1INC x rALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2)FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS. SEE STANDARD PLAN 204.130. UNLESS OTHERWISE NOTED, ORAVANG 1S NOTTO SCALE (NT51 STD. PLAN - 204.20 AaFftL ff*&jMj& PUBLIC WORKS RECTANGULAR VANED GRATE -+ DEPARTMENT GAZ 9/28/2018 IrtxwM..mn,nnNw DATE :45 A' SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 212-2280 FAX. (425) 889-6887 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SANDBAG i7YP.) 10, MAX., _ -- ---- TOE IN SHEETING IN 4' x 4' MIN. TRENCH _ I Oi MAX I I I �Il I I It PROVIDE ENERGY DISSIPATION A7 7pE IF EROSION IS l,]KELY NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 12. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3- CLEAR PLASTIC SHEETING MAYBE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1 4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES, 2. DESIGN AND INSTALLATION SPECIFICATIONS 21. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF GAS MILOMETERS. 2.2. IF EROSION AT THE TOE OF ASLOPE IS LIKELY, A GRAVEL BERM. RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2, IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED 3.3. WHEN THE PLASTIC IS NO LONGER HE EOED, R SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE IN TS) STD. PLAN - 213.30 a . PUBLIC WORKS DEPARTMENT PLASTIC COVERINGPRD GAZ 9/28/2018 1 :4S A DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 Imo. TRENCH WIDTH, SEE NOTE 3 PIPE ZONE 6Fnn,nir_ ex,n RACKFILL. BE FOUNC LEVEL r FOUNDATION MATERIAL, 1 IF REQUIRED, SEE NOTE 5 �kL CIRCULAR PIPE PIPE ZONE BEDDING AND SACNFILL. SEE NOTE 4 - FOUNDATION LEVEL RIGIO PIPE NOTESi 1 PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZO NTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. 0.D IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3, SEE STANDARD WS DOTIAPWA SPECIFICATIONS SECTION 2.09.4 FOR TRENCH WIDTH. 4, PIPE ZONE BE DOING AND BACKFILL MATERIAL SHALL SE PLACED I N 6• LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY 5- EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A ORB PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 9-03.17, ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING IWSDOT 9-03 12(3)) OR MAINTENANCE ROCK (WSDDT 9.03.9(4)) TRENCH WIDTH, SEE NOTE 3 SPAN S' 7 RISE FOUNDATION MATERIAL. IF REQUIRED, SEE NOTE 5 PIPE - ARCH MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 2 D NO YES ND REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) CORRUGATEDOR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES YES YF: CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 1r TO 24' 12' 30" TO 96' ❑IAM ETER 13 102" TO 186" 48" PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36, 12" 43' TO 142' SPAN 13 148" TO 199' 48" UNLESSOTIIEAWISE NOTED, rIAAWING ISNOT TOSCALE [NTS) STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR [D 0 DEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018 I DATE 12-3-20 I1►0 REVISION :45 Al' DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 - 29 114' RECESSED ALLEN HEAD CAP SCREW W-11 NCxr ORATE BOLT -DOWN HOLE (TYP.) - WE. 11 NG, SEE DETAIL AND NOTE Z ` 25 f74' � A PUNS D SECTION BOLT•DOWN DETAIL SEE NOTE 2 TOP 24 1 W <> I 1 ' qz SECTION A SEE DETAIL ISOMETRIC VIEW f \ 7r8 ` 116' �aw r 1IM' ,I NOTES: 1 . THIS IS ACCOMMODATE0OR COVERS, 4 1 2' SEE STANDE AND 209 dO.�TE3 ARD PlAN3 204.10.20420 204 1` �J 1 y8• 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES, AND I 1 ' COVERS. UNLESS OTHERWISE SPEC F ED PROVIDE HOLES N THE THAT ARE VERTICALLY WITH THE OR GRATE 1 ISM, FRAME ALIGNED GRATE COVER $LOT$. LOTHE FRAME SHALL ACCEPT THE "'-11 KC X 2'ALLrCATION CAP BY BE NG TAPPED. OR OTHER APPROVED MECHANISM- BOLT -DOWN HOLES VARIES BY MANUFACTVRER. 2 1R' 3. REFER TO STANDARD SPECIFICATION 945.15[2) FOR ADDITIONAL \ DETAIL % REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.OD ► PUBLIC WORKS DEPARTMENT RECTANGULAR FRAME O GAZ 9/28/2018 l :45NCIINAF :. DATE DocuSign Envelope ID: 6EECF58"02A-4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110. 110.1. 110.2, AND I I I FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS , Ar SPECIFIED IN CONTRACT DOCUMENTS I 1Z' MIN. EXISTING PAVEMENT SURFACE I / -- r\ tr MIN.. SEE NOTE 4 �ORK!" O D NEAT LINE TRENCH "CRUSHED SURFACING TOP COURSE' PER WSOOT STD- SPEC 9.03.9(3). COMPACTED TO 95% OF MAXIMUM DENSITY 1J • "CRUSHED SURFACING TOP COURSE' PER WSDOT STD. SPEC 9.03.9(3). -BANK RUN GRAVEL FOR TRENCH BACKFILL' PER IX p d WSDOTSTO SPEC 9.03.T9,OR-GRAVEL \ BORROW PER VdSDOTSTD. SPEC 9-0314(1). Xl< COMPACTED TO 95% OF MAXIMUM DENSITY v a BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220-00 AND 220,10 �- SEE NOTE 1 UNPAVED AREAS I PAVED AREAS I NOTES: 1. SEE WSDOPAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 2WI55 PART N OF THE WAD. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN X OF COVER. USE 'CRUSHED SURFACING TOP COURSE' FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 220.20 � PUBLIC WORKS D TYPICAL TRENCH AND BACKFILL GAZ 9/28/2018 :45 A -lO DEPARTMENT ILu. Wu.lo.d,%n,awam. + '•Tr ID 4-2-11 RAD SURVEYED: D •T ^f 3 '0 DESIGNED: R. DECCIO DRAWN: LR CHECKED: R. DECCIO BY DATE APPR APPROVED: R. DECCIO SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=20' ONE INCH DATUM AT FULL SCALE Planning/ IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF506-602A-4E4A-B436-A317AA638878 FRAME AND VANED GRATE a,. 17.OR 24- ONE $13 BAR HOOP FOR W HEIGHT INC REMENT ISPACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION r� •Lii • e 43 BAR EACH CORNER I I� , J{ 43 BAR EACH SIDE `Y T - 73 BAR EACH WAY PRECAST BASE SECTION 43 BAR HOOP 113 BAR EACH CORNER 18- M IN. SEE NOTE 1 ALTERNATIVE PRECAST RASE SECTION a PUBLIC WORKS DEPARTMENT Ir- PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REIN FORCED OR PLAIN 12. CONCRETE ALL METAL PIPE Is, CPSSP', 12• STD. SPEC. 9-05,m SCUD WALL PVC. STD. SPEC. 9-05.120) 15, PROFILE WALL PVC, STD. SPEC. S•05.12(2)I 15, 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1 AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN EN THE PRECAST BASE SECTION. FIBERS IPLACED rN ACCORDANCE WITH STANDARD SPECIFICATION 805.5019p. OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SEC TON. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20- KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Y MINIMUM TO Z.S MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEk THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFrCAYION!}04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN 5- THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT ABATE OF 1H:24V OR STEEPER 6. THE OPENING SHALL BE N,EASURECAT THETOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION S-20.N2}. B ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE 8Y TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH, 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE INTS,. STD. PLAN - 200.00 APP 0: CATCH BASIN TYPE 1 GAZ 9/28/2018 1 DATE » OU �E+J �NCL ACES S,OE �tx R,urS - Fb+ v.PiES ME nl t 3F'E%�AH31W AM ITS • ;LR pL1 r4Y+IDr ? � ftix� , �� i6F Sip N W LOT, C6.FjR %] .•.. L ,/� y iLF Igrc S l t I. r 1 x=. �7 m � 11 • roesrR_c1w.ILa.I* xc NOTE, uwneolrrAEtt RN! 4RR1 ILL l^ 4imElEY►j IrCORWRICTpIgNI L1EE sm xLAN wa - FLAN VEW [rfLE C3S WM. C1 A C2 i C-Mu SIV_W (sEE NOTE III r iI4L%7'J -' _ - xri WA wt Ktte lRTH 1 ��v..w ._�1••..�->r-^'--rt,rw pL�weaFeoorsEou,�Fn- lrEE+.wWlrw-m., _ _ _-- tELfIb1 O � � v "'"1�iErn►1 41oE+n�k nlRlx ,no.reu+raN raa rx- � r r � �- Fu NOTES gm STD PLAN 104.2 STD. PLAN - 104.4 * lB3 t PUI31-IC WORKS CEMENT CONCRETE DRIVEWAY Pf'R t 1: R3 �4 AEPAYSEHT C3B. and C-MAXB WITI'ti BUFF -En EY CITY OF RENTON uilding/Public Works Dept. G•ey I�mmerman, Pul]I+c walLl Adm:n11[r LSvr :45 Al R-405218 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CM Z 5W AG Ili O J W DATE: AVON DEVELOPMENT 2 LOT 4-2-19 0 SHORT PLAT PAGE:FIELDOOK: PAGE: Z DRAWING NO: O R-405208 > DETAILS SHEET: OF: