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Home My WebLink AboutR-375211NTS ITS Not Used Not Used 2 MTNt O.iVE'NAYCHLVEPTWF Vk6 I6 A i 9Nl9DE C9iCN %ic6FAT. AS PER dTY ftOAgSl0.VpNi0.5 l'd'gUARRY6PPLL5 ' GFAWmRq \ �F iruuTwavEss PRovIDr Fl,u wvmnlcF N DTP$ w'GReS .RE53 ARBA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.. GRAB TENSRf 5TRESNGTX IA5TM OtT 53 1 W PL MN; GMBTENAIE ELONGATION IASTM 096321 MMA)r. NUII£N SURSfSTRENGTN ASTM0.TT8681W 9WP51 INN 4GSiA5TMDfTSD 2 4SJUS.STANDARDSI F EFL I D4YklVAX65HFLL0EPAV£O'N.nIEED61 EXTERIOR USE ONLY _gyp ^ C.ST" Z,,k1 R.C.E10I DFTJ1[ OONbYNL1t119R 6NiR4J0F. SOPVG9 v CONNECT TO STORM a: C� �� tlAplAGlx(;ylp lid RtlAUNAY CONVEYANCE SYSTEM. i N ITT RFf. MAT THE BUILDING FOOTING: R"25'IAV, \ ESE CiIEDWAE TCR9D BOTYA2 SEE STRUCT'L PLANS ro RIM."OFF DRmkS OFF T{E Vl,a MTNt O.iVE'NAYCHLVEPTWF Vk6 I6 A i 9Nl9DE C9iCN %ic6FAT. AS PER dTY ftOAgSl0.VpNi0.5 l'd'gUARRY6PPLL5 ' GFAWmRq \ �F iruuTwavEss PRovIDr Fl,u wvmnlcF N DTP$ w'GReS .RE53 ARBA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.. GRAB TENSRf 5TRESNGTX IA5TM OtT 53 1 W PL MN; GMBTENAIE ELONGATION IASTM 096321 MMA)r. NUII£N SURSfSTRENGTN ASTM0.TT8681W 9WP51 INN 4GSiA5TMDfTSD 2 4SJUS.STANDARDSI F EFL I 2 DESIGN AND INSTALLATION SPEdFlCATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBST. FOR PERMANENT ROADS. HOG FUEL IS NOT RFC( AT ANYTIME REQUIRE THE USE OF QUARRY SPA] PAVEMENT OR IF THE HOG FUEL 19 BEING CARRIE 22. FENCING SHALL BE INSTALLED AS NECESSARY TC 22. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE INCREASE THE EFFECTIVENESS OF THE PAD AND 3. MAINTENANCE STANDARDS 3.1. 32 33, 3A. 3.5. CAN SUBSTANTIALLY PUBLIC WORKS STABILIZED .DEPARTMENT CONSTRUCTION. ENTRANCE STD. PLAN — 216.10 MARCH 2008 SOI NT$ 6Construction Entrance L LAGGING - ' 6EI WEEN P BIDDER DESIGN 3" PVC TIGHTUNE SHORING - BIDDER DESIGN 4" PVC FOOTING DRAIN CONCRETE WALL SEE STRUC'L PLANS STRUCTURAL SLAB ELEVATION VARIES CONTINUOUS DRAINAGE MAT PER ARCH'L SPECIFICATIONf 3" PJC TIGHTLINE PROVIDE DRAINAGE MAT AND WATERPROOFING PER ARCH'L SPECIFICATIONS SHORING BEAM, LAGGING, & STUDS BIDDER DESIGN DRAIN GRATE _ u u u _y u u u NOTE: - ii 3" PVC TIGHTLINE PROVIDE HYDRAULIC CONNECTION BETWEEN DRAIN MAT AND 6" TIGHTLINE USING MIRADRAIN QUICK ii OPTION 'B' DRAIN CONNECTION OR SIMILAR MANUFACTURER APPROVED CONNECTION. ��% /ice//i�i� ii 6" SCM 40 PVC FORTUNE TO SUMP PUMP FOUNDATIONS PER STRUC'L DRAWINGS MS Typical Internal Footing Drain MAK 3 DRAquat�Gw.TE 1Toni, I I GRATE FRAIAE a :a �P SEDIMENY AM DERMS: _ A RFLM 3YPA5R p P - SELOWINLETGWEDEOCE FILTERED WATER � A SEOTIONMEW DRAINAOEGRATE REMANGDNRGRATE6{WWN RETREYALSYSTHSI(TY4.) DEtow wLET GRAT£OEVIDE OWWoriHVPASS(m) ISDMETRICNEW NOTES 1. SIze 111.ma.[Ole Grow D". IBIDD)]or lha6Tenn•.eaterew ro SMI,mce. z. TM BIGD snail"ve e, WIHn N9Dldo refe sy9rem(ovei byyusry I. The reMeval sme. roue dowremovdorin MOP uftw Nr1I lnecdecteo m"e. .0 Petlormmalnlenance h'emDleslae Am Scaonw SpedtrnBcn 6flTd(15}: STD. PLAN — 218:90 PUBLIC WORKS CATCH BASIN FILTER ♦y`� DEPARTMENT MARCH 200E NTS Catch Basin Filter 7 FABRIC SIDE OF WATERPROOFING TOWARDS LAGGING SEE ARCH'L U NTS Wall Drainage to Footing Drain Connection COMPACTED BACKFILL SLOPE MEETING GRADATIONREQ'TS BUILDING WALL FOR STRUCT'L FILL (SEE NOTE 2) SEE STRUCT'L PLANS SLOPE TO DRAIN AWAY GRAVEL BACKRLL FOR DRAINS 00 WATERPROOFING PER ARCH'L AND GEOTECHNICAL PER WSDOT 9-03.12(4). m 3 GEOTEXTILE FABRIC 6" SCH 40 PVC PERF PIPEMIRAFI m RECOMMENDATIONS EXTERIOR USE ONLY D EQUIVALENT v CONNECT TO STORM a: C r'.2" WIN CONVEYANCE SYSTEM. i N DRAIN GRATE BUILDING FOOTING: N - 6" MIN SEE STRUCT'L PLANS 6" WIN -> d NOTES: 6" MIN 6" MIN-� 1. SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. SUBDRAIN PIPE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL -GRADED 1. 6" MINIMUM DIAMETER PERFORATED OR GRANULAR SOIL WITH NOT MORE THAN 20% FINES SLOTTED PIPE; TIGHT JOINTS; SLOPED TO DRAIN (BY WEIGHT BASE ON 3/4" PORTION) PASSING NO. 200 (67100' MIN SLOPE); PROVIDE CLEAN -OUTS. SIEVE (BY WEIGHT SIEVING) WITH NO PLASTIC FINES. 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) 3. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH TO BE IN LOWER HALF OF THE PIPE WITH HAND -OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT DISCHARGE PIPE LOWER QUARTER SEGMENT UNPERFORATED BE USED FOR BACKFILL, AS SUCH EQUIPMENT OPERATED SIZED BY ARCH'L U NTS Wall Drainage to Footing Drain Connection COMPACTED BACKFILL SLOPE MEETING GRADATIONREQ'TS BUILDING WALL FOR STRUCT'L FILL (SEE NOTE 2) SEE STRUCT'L PLANS SLOPE TO DRAIN AWAY GRAVEL BACKRLL FOR DRAINS 00 9 PER WSDOT 9-03.12(4). m 3 GEOTEXTILE FABRIC 6" SCH 40 PVC PERF PIPEMIRAFI m 140N OR EXTERIOR USE ONLY D EQUIVALENT v CONNECT TO STORM a: C r'.2" WIN CONVEYANCE SYSTEM. i N 1 BUILDING FOOTING: N - 6" MIN SEE STRUCT'L PLANS 6" WIN -> d NOTES: 6" MIN 6" MIN-� 1. SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. SUBDRAIN PIPE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL -GRADED 1. 6" MINIMUM DIAMETER PERFORATED OR GRANULAR SOIL WITH NOT MORE THAN 20% FINES SLOTTED PIPE; TIGHT JOINTS; SLOPED TO DRAIN (BY WEIGHT BASE ON 3/4" PORTION) PASSING NO. 200 (67100' MIN SLOPE); PROVIDE CLEAN -OUTS. SIEVE (BY WEIGHT SIEVING) WITH NO PLASTIC FINES. 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) 3. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH TO BE IN LOWER HALF OF THE PIPE WITH HAND -OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT LOWER QUARTER SEGMENT UNPERFORATED BE USED FOR BACKFILL, AS SUCH EQUIPMENT OPERATED FOR WATER FLOW. NEAR THE WALL COULD INCREASE LATERAL EARTH PRESSURES 3. SLOTTED PIPE TO HAVE 1/8" MAXIMUM AND POSSIBLY DAMAGE THE WALL. WIDTH SLOTS. 4. ALL BACKFILL SHOULD BE PLACED IN LAYERS NOT EXCEEDING 6" LOOSE THICKNESS AND DENSELY COMPACTED. BENEATH PAVED OR SIDEWALK AREAS, COMPACT TO AT LEAST 95% NTS MODIFIED PROCTOR MAXIMUM DENSITY (ASTM: D1157). Footing Dram J OTHERWISE COMPACT TO 90% MINIMUM. R-37521 I Approved By: Date: ft..zmeo Approved By: OU Date: 4 (1 f Approved By: Date: Approved By: Date: ARCHITECTS T H A A f` C i I E CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 R 206/343-0960 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Ai PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE TESC DETAILS SHEET NUMBER C-210 C D ' 42 - -? 7;? ( I DATE 5/19/14 7/11/14 9/9/14 I(I I I 00 9 C m 3 ♦j) z m @ Gz,� D I(I I I 00 �y z z NT C @ Gz,� mp y _oz < r C E I w i N m -mac I I N I � D � I(I I I �y z z NT e z O mp y _oz < r I ., E I w -mac I I N I